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HomeMy WebLinkAbout360 ELLINGTON ROADit. FN Q x V - I I a Il- ON STRUCTURAL ENGINEER SCHAEFER ADDRESS: 537 EAST PETE ROSE WAY, SUITE 400 CINCINNATI, OHIO 45202 PHONE: (513) 542-3300 FAX: (513) 542-5540 MEP ENGINEER JORDAN & SKALA ENGINEERS, INC. ADDRESS: 4275 SHACKLEFORD ROAD, SUITE 200 NORCROSS, GEORGIA 30093 PHONE: (770) 447-5547 FAX: (770) 448-0262 FIRE PROTECTION ENGINEER HARRINGTON GROUP, INC. ADDRESS: 2400 MEADOWBROOK PARKWAY, SUITE 250 DULUTH, GEORGIA 30096 PHONE: (770) 564-3505 FAX: (770) 564-3509 CIVIL ENGINEER DESIGN PROFESSIONALS, INC, ADDRESS: P.O. BOX 1167 21 JEFFERY DRIVE SOUTH WINDSOR, CONNECTICUT 06074 PHONE: (860) 291-8755 FAX: (860) 291-8757 1 CONTACT: BRADLEY J. WALTHALL ADDRESS: 200 NE MISSOURI ROAD SUITE 200 LEE'S SUMMIT, MISSOURI 64086 PHONE: (816) 251-4534 EMAIL: BRADW@SCANNELLPROPERTIES.COM LLLL MACGREGOR ASSOCIATES ARCHITECTS LItL CONTACT: ADDRESS: 10/30/19 SHAWN CRABTREE 2727 PACES FERRY ROAD, SE BUILDING TWO, SUITE 1400 ATLANTA, GEORGIA 30339 (770) 432-9400 (770) 432-9934 SCRABTREE@fOAAMAIL.COM NUMBER DATE DESCRIPTION 06/10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET PROJECT NO 10/30/19 2019-047 A=001 PHONE: FAX: EMAIL: KEY (NOTES: (DESIGNATED BY "(p") ELECTRICAL CONTRACTOR TO LABEL CONDUITS (6) 3"C. & (3) 2"C. STUB BELOW CEILING INTO MDF ROOM WITH BUSHING. 1 (2) 2"C. SEE 1/MDF-1 FOR MORE INFORMATION 3/4" C. W/ BUSHINGS STUB 6" ABOVE CEILING FOR IP PHONE DATA DROP. SUPPLY AIR TERMINAL (6) 3"C. ROUTED TO WAREHOUSE & (1) 2"C. TO ROOF FOR 4G. (1) 2"C. FOR PAGING TO WAREHOUSE AND (1) 2" SPARE TO vVIAREHVL/SE(SEE 7/Iv1DF VR onvOF DETAILS B.ASED VN SITE (9 LU CONDITION). HQ o_ wIII ¢ o NO RTU'S OR w TRANSFORMERS O � m w MOUNTED ABOVE MDF 2X2 CEILING SYSTEM SEE 3/IV1DF I YPICAL TVSS INSTALLATION FLOOR (SEALED CONCRETE) 10'-0" IT MAIN GROUND BAR (ITMGB) @ 90" AFF (SEE 5/MDF-2 GROUND BAR DETAIL) LIGHT SWITCH / (2)T-STATS / / / / / / / RETURN AIR TERMINAL NO RTU'S OR NXTRANSFORMERSTRA I I= i� MOUNTED ABOVE MDF 2X2 CEILING SYSTEM L 0 0 UPS INPUT DISC DNNECT (16kVA UPS) IP WALL 1 PHONE MDF BAYS i J PS 1' JNCTION LOAD 6" BOX (6k A UPS ONLY) o --- o, �r FRONT SIDE III r` OF CABINETS CV L FLOOR (SEALED CONCRETE) 10'-0" 2x2 AIR TERMINAL 2x2 RECESSES LIGHT FIXTURE TELECOMM MAIN GROUND BAR (TMGB) SIEMENS MODEL ECLX071M (THD SKU 702285) OR EQUAL (SEE 5/MDF-2 GROUND BAR DETAIL) - (2) 2"C. SEE 1/MDF-1 FOR MORE INFORMATION 2X2 RECESSED LED LIGHT FIXTURE FOR (4) DF FBAY APPLICATIONS ON Y (2) 2"C. SEE 1/MDF-1 FOF NO RTU'S OR MORE! INFORMATION TRANSFORMERS MOUNTED 2 CEILING SYSTEM ABOVE MDF L 2x2 RECESSED LED C° LED 2x2 AIR TERMINAL LIGHT FIXTURE CONNECT SURFACE CONNECT SURFACE MOUNTED MOUNTED QUAD TO PANEL'SB2' (TYP). SS JUNCTION BOX SS Sg TO PANEL'SB2' Sg ❑ 4'-0" 4'-0" 4'-0" w� O DMARC 6 WALL FIELD PAGING WALL FIELD SECURITY WALL FIELD O co mo z 9 b ~Y WU O� 0 0 J LL w �o U_ - (2) 4"C. STUB UP 12" AFF FLOOR (SEALED WITH BUSHING FOR DMARC CONCRETE) (NEW CONSTRUCTIONS ONLY) PRIMARY SEVICE PATHWAY (NEW CONSTRUCTION ONLY) 12'-0" to (2) 2"C. SEE 1/MDF-1 FOR MORE INFORMATION - 2x2 CEILING SYSTEM 2x2 RECESSED LED LIGHT FIXTURE FOR (4) MDF BAY APPLICATIO S NLY CONNECT SURF OUNTED JUNCTION BOX T NEL'SB2' ❑ ❑ ❑ PANEL SB2 ❑ ❑ ILJ II❑ **NOTE"* -EQUIPMENT RACKS AND LADDER RACKING TO BE GROUNDED PER TIA-942 TELECOMMUNICATIONS INFRASTRUCTURE STANDARD FOR DATA CENTERS AND TIA-607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNCATIONS GROUNDING DETAIL GENERAL NOTES A. RACK MAIN GROUNDING BUSBAR (MGB) IS BONDED TO THE UPS PANEL. BUSBAR BONDING CONDUCTOR (TBC) IS NOT BONDED WITHIN UPS PANEL TO AVOID DISRUPTION OF PANEL GROUNDS DURING INSTALLATION AND SERVICE. B. ALL GROUNDING CONDUCTORS SHOULD BE DRESSED AND NEATLY ROUTED. CONDUCTORS SHOULD NOT BE ROUTED THROUGH THE RACK BAYS. RACK SCREW HOLES INTENDED FOR MOUNTING OF EQUIPMENT SHOULD NOT BE USED TO ATTACH GROUND LUGS. THESE TWO ITEMS CAUSE THE LOSS OF AVAILABLE RACK MOUNTING SPACE. C. EXISTING GROUNDING CONDUCTORS THAT BECOME UNUSED SHOULD BE REMOVED. D. PAINT MUST BE REMOVED WHENEVER THE BONDING ATTACHMENT POINT WILL BE MADE TO A PAINTED SURFACE. E. EQUIVALENT GROUNDING PRODUCTS MAY BE USED AS LONG AS THE PRODUCT (AND THE INSTALLATION OF THE PRODUCT) MEETS TIA-942 STANDARDS. F. MAIN GROUND BUSBAR SHOULD BE MOUNTED ABOVE THE LADDER RACKING. LOCATIONS ON DETAIL NOT INTENDED TO INDICATE EXACT EQUIPMENT POSITION OR CONFIGURATION. G. (2) POST RACKS SHOWN. GROUNDING ATTACHMENT POINT FOR (2) POST RACKS (CABINETS) IS LOCATED ON TOP OF UNITS. GROUNDING DETAIL KEY NOTES 1. EACH EQUIPMENT RACK BAY HAS A DEDICATED TELECOMMUNICATION BONDING CONDUCTOR (TBC) TO THE TELECOMMUNICATIONS MAIN GROUND BAR (ITMGB). 2. BONDING CONDUCTORS ARE STRANDED #6 AWG GREEN INSULATED COPPER WITH TWO HOLE COMPRESSION LUGS WITH A MINIMUM OF (2) CRIMPS NOT TO EXCEED 13'-6" 3. LADDER RACKING HAS (1) DEDICATED BONDING CONDUCTOR TO THE MAIN GROUND BUSBAR (ITMGB). 4. ALL LADDER RACKING SECTIONS ARE BONDED TOGETHER USING BONDING JUMPERS (GROUND STRAPS). BONDING JUMPERS ARE STRANDED #6 AWG GREEN INSULATED COPPER WITH TWO HOLE COMPRESSION LUGS WITH A MINIMUM OF (2) CRIMPS OR MANUFACTURED BRAIDED COPPER GROUNDING JUMPER - EITHER NOT TO EXCEED 12" LENGTH 5. THERE IS NOT DIRECT CONNECTION BETWEEN THE EQUIPMENT RACK GROUND BUSBAR (ITMGB) AND THE DEMARC (TMGB). DEMARC (TMGB) BONDS DIRECTLY TO BUILDING STEEL. 6. THERE IS NOT DIRECT BONDING BETWEEN THE EQUIPMENT RACKS/LADDER RACKING AND BUILDING STEEL. CONNECTION TO BUILDING STEEL IS MADE BY WAY OF THE UPS PANEL USING THE SAME TSB GROUND AS THE UPS. 7. ITMGB - CHATSWORTH 40153-012 GROUND BUSBAR 6MM (1/4") THICK COPPER 6 PAIRS 5/16" HOLE OR EQUIVALENT. s LADDER LADDE 7 5 RACKING RACKI MAIN GROUND < 4 3 4 BAR (ITMGB) (SEE 5/MDF-2 GROUND BAR DETAIL) UPS ,2_ ; UPS DEMARC GROUND PANEL 6a BAR(TMGB) ,< (SEE 5/MDF-2 GROUND 2 = BAR DETAIL) �RC-TBB DEMARC TBC EQUIPMENT RACKS DMARC FRONT VIEW CONDUIT STUBS - BUILDING STEEL IT�A(_R EQUIPMENT RACKS SIDE VIEW 2X2 RECESSED LED LIGHT FIXTURE NOVAR WALL FIELD 4'-0" SEE 3/MDF-1 TYPICAL TVSS INSTALLATION 12' - 0" (2) 2"C. SEE 1/MDF-1 FOR MORE INFORMATION 2X2 AIR TERMINAL 2x2 AIR ` TERMINAL cD 2x2 RE E SED LED LIGHT IX URE O O IT o I Q, WALL FIELD m O O? ~Y o� o -I I'- w in � ❑ OD U_ 4'-0" FLOOR (SEALED CONCRETE) 1 1 /4" = 1'- 0" i JAN ITCH �= E (1) 2"C. STUBBED ABOVE CEILING & (1) 2"C. TO ' BE ACCESSIBLE FROM JOIST IN WAREHOUSE, ' BOTH SHALL HAVE PLASTIC BUSHINGS. 16kVA UPS LOAD JUKvCTivN PnY ILj­ _ ...._.........__.__....-. ' PANEL SB2 t �• SB2-1 SB2-3 W - -- - \ 0 ..IL bUPPL CR1-1 54 1 PANEL CRII 2 92 (1) 2"C. STUBBED ABOVE CEILING & (1) 2"C. TO BE 1 o ACCESSIBLE FROM JOIST IN WAREHOUSE, BOTH a S8245 SB2-49 60° SHALL HAVE PLASTIC BUSHINGS. o SB2-5 SB -43 SB -47 J E 0 60" 3 72' 2 2 2"4 J - - SECURITY PANELS N (1) 2"C. STUBBED ABOVE CEILING & (1) 2"C. TO U .:�' ..._ . BE ACCESSIBLE FROM JOIST IN WAREHOUSE, BOTH SHALL HAVE PLASTIC BUSHINGS. ALL WALLS OF MDF ROOM SHALL BE (2) 4" CONDUITS WITH PLASTIC COVERED BY UNPAINTED 3/4" BUSHINS FOR DEMARC FIRE -RATED PLYWOOD BY GENERAL ELECTRICAL CONTRACTOR. I I_I r .... " CONTRACTOR SHALL NOT PROCEED WITH WORK SHOWN ON THIS SHEET UNTIL FINAL DEVICE LOCATIONS HAVE BEEN APPROVED BY THE OWNER AT ELECTRICAL SYSTEMS PRE -INSTALLATION MEETING. MDF ROOM ENLARGED PLAN - SYSTEMS 1. PROVIDE (6) 3"C. ROUTED TO WAREHOUSE & (1) 2"C. TO ROOF FOR4G. (1) 2"C. FOR PAGING TO WAREHOUSE AND (1) 2" SPARE TO WAREHOUSE. STUB BELOW CEILING INTO MDF ROOM WITH BUSHING. SEE DETAIL 1/E-303 FOR FURTHER INFORMATION. 2. GROUND BUS FOR IT EQUIPMENT MOUNTED 92" AFF. BOND TO PANEL CR1 ENCLOSURE WITH 1#3/0 COPPER GROUND. 3. JUNCTION BOXES (10 x10 MIN.) FOR CONNECTION TO UPS IN RACK 1. SEE ONE-LINIE DIAGRAM ON SHEET E-002 FOR MORE INFORMATION. 4. TGB GROUND BUS MOUNTED 53" AFF. BOND TO BUILDING GROUNDING SYSTEM WITH 1#6 COPPER GROUND. LUL LUL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 - \AM R'' N - �p '•�G Jordan & Skala Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 Project Number: 1910150 Drawn By:AWO Checked By:WRB I DATE 06/10/19 07/10/19 07/24/19 08/15/19 10/30/19 I DESCRIPTION 30% REVIEW SET 50% REVIEW SET PRICING SET / PROGRESS SET 95% REVIEW SET PERMIT SET E, 71LT--TO-SUIT FOR_ � 3FJ ELLINGTON RG+AD DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CU?'.--:L I IUUT 0607__4.. SCANNELL P R O P E R T I E S THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. 7ARC7HITECTURAL: BACKGROUNDS PLANS 10/15/19 CIVIL PLAN 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C 09/05/19 -• !047 10/30/19 2019 ENLARGED MDF ROOM - SYSTEMS i i >;I GROUP PROPOSED AREA (SF) SF PER PERSON CALCULATED OCCUPANT LOAD REQ'D EXIT WIDTH REQ'D EXIT PROVIDED EXIT WAREHOUSE 27 S-1 /STORAGE w w n -�w.� r�r 4 10,i 1L Jr rnn Z)UU nn-� a/-i r_ nil Z)a r_ 0 ON GRADE ( ) (STAIR) 1 (STAIR) MAIN OFFICE 3 B / BUSINESS OFFICE 7 � -�F �•I�U SF I UU I f+ 33�' G (^viJ %o uuE) (ON GRADE) (STAIR) NOTE: FIRE EXTINGUISHER LAYOUT TO BE CONFIRMED WITH TENANT'S FINAL EQUIPMENT. ADDITIONAL MAY BE REQUIRED LEGEND I _•®•-•_ I EGRESS PATH - GROUND LEVEL 1 EGRESS PATH BEGINNING (400') F E 0 I FIRE EXTINGUISHER - GROUND LEVEL FEC = I FEC FIRE EXTINGUISHER CABINET EXIT I EXIT SIGN FIRE EXTINGUISHER TRAVEL DISTANCE 75' - 0" MAX. PER NFPA 10. COORDINATE LOCATION OF FIRE EXTINGUISHER WITH OWNER. 24" HIGH BAND PAINTED "SAFETY RED" AT FIRE EXTINGUISHER LOCATIONS ONLY. REF. DETAIL 4 / A-605 A 400' TRAVEL DISTANCE TO EXIT / EGRESS. EXIT LOCATIONS ARE CRITICAL IN ORDER TO MEET THE 400' TRAVEL DISTANCE REQUIREMENTS. LUL LUL MArr.RE(:OR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlnntn C-�Pnrnin ,4n4�. T 770.432.9400 F 770.432.9934 10/30/19 TE 06/10/19 130% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUE FOR CONSTRUCTION ml III T TO C�1 IIT r—f'%m DUIL I - I V-JUI I FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL P R O i' E R T I E S "I sk" 11 THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ©Macgregor Associates Architects, Inc.-1987-2019 �PROJECT NO 10/30/19 2019-047 LIFE SAFETY PLAN - WAREHOUSE AmO05 1 1 if = 30'-0" WAREHOUSE LIFE SAFETY PLAN -EGRESS ROUTE WITH FIRE EXTINGUISHER LAYOUT GROUP PROPOSED AREA (SF) SF PER PERSON CALCULATED OCCUPANT LOAD REQ'D EXIT WIDTH REQ'D EXIT PROVIDED EXIT WAREHOUSE 27 S-1 / STORAGE 4131712 SF 500 827 58" 5 (ON GRADE) (STAIR) 1 (STAIR) MAIN nF=F=i :F 3 B /BUSINESS OFFICE 71440 SF 100 74 33" 2 (ON GRADE) (ON GRADE) 1 (STAIR) NOTE: FIRE EXTINGUISHER LAYOUT TO BE CONFIRMED WITH TENANT'S FINAL EQUIPMENT. ADDITIONAL MAY BE REQUIRED LEGEND -}___��®•� EGRESS PATH - GROUND LEVEL EGRESS PATH BEGINNING (400') ' FIRE EXTINGUISHER - GROUND LEVEL FEC= FEC FIRE EXTINGUISHER CABINET EXIT EXIT SIGN FIRE EXTINGUISHER TRAVEL DISTANCE 75' - 0" MAX. PER NFPA 10. COORDINATE LOCATION OF FIRE EXTINGUISHER WITH OWNER. 24" HIGH BAND PAINTED "SAFETY RED" AT FIRE EXTINGUISHER LOCATIONS ONLY. REF. DETAIL 4 / A-605 A 400' TRAVEL DISTANCE TO EXIT / EGRESS. EXIT LOCATIONS ARE CRITICAL IN ORDER TO MEET THE 400' TRAVEL DISTANCE REQUIREMENTS. LUL LUL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 30% REVIEW SET 50% REVIEW SET PRICING SET/PROGRESS SET 95% REVIEW SET PERMIT SET ISSUE FOR CONSTRUCTION BUILT -TO -SUIT FOR 360 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL IF '4 P R 0 P E P 7 I E S THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ©Macgregor Associates Architects, Inc. - 1987-2019 ■•PROJECT NO 10/30/19 2019-047 LIFE SAFETY OFFICE AREA AND REMOTE OFFICE A=006 U m CHAPELROAD LIT MONUMENT SIGN LP 1 l l 1 I I I L I nl I I I S-4 I 1 I I I LP ❑ I I � I SETBACK LINE I 11 I 1 3 I 1 LP 0 606.03' A-104 • ••��••��•• - _ A-102 TRUCK ENTRY • t) LP • • , 8' HIGH GALVANIZED CHAIN 1 E •�• ' LINK FENCE -SEE 7 / A-102 • -��i+r rrur% FENCE LEl7C% EIVU 8' HIGH GALVANIZED CHAIN LINK FENCE �••�••� 8' HIGH BLACK VINYL COATED CHAIN LINK FENCE-----------•- 6' HIGH BLACK VINYL COATED ORNAMENTAL FENCE — - — - — - — I 1 984.00' S LP ••�•• • • ITT GATES _ _ TRUCK SCALE DISPLAY GRAVELPATHWAY ' _______ _____ �• LOCATION _ •. _ •• - SEE CIVIL �• - _____ _ _ _ _ __ LP-__-_____x ____-- _ �___ _ " LPy •�• I ���_ gym_® CAL -'-_ 4 LP •�•- �.• \\ • • _ `�- _ _ - o c�7� 4 LP 7 T ­"''ERTY LINE P E 8' HIGH GALVANIZED CHAIN LINK FENCE - SEE 7 / A-102 r` UNDERGROUND STORAGE DETENTION rn • L CHAMBERS - SEE CIVIL 8' HIGH BLACK VINYL COATED CHAIN S \ C o ' W LP�— LINK FENCE ENDS r \ _ �• G. LP -- S-5 PROPERTY LINE CONTINUOUS PRECAST CROSSING LOCATE BLOCK HEATERS FIRE WATER STORAGE o — FIRE PUMPHOUSE:�m.__ AI ROAD BY O W PANEL IN PAVED AREAS - TYP. FOR THESE SPACES TANK = N - ) F_'--�� 616.45' EF R TO CIVIL �� 8' HIGH (PR) SWING GATE - _ M TRANSFORMER AND 8' HIGH BLACK VINYL COATED CHAIN — 6' HIGH BLACK VINYL COATED ORNAMENTAL 11 SEE 8;/;A-104 LP GENERATOR LOCATIONS — LINK FENCE ENDS FENCE BEGINS AND WRAPS AROUND THE I I I I I L� DETENTION POND -SEE 4/ A-1031 P O ERTY LINE P T RPIN FH � J�---__�_ '�• e . , ,\,•y„. , •r ' ' _-Q.....�..��..............��'..../_ • 1 1 aaaaaaavaaaaaa a ,er .gili • .y. a all01107 u,t •iq r; r,BASIN 2r�d; - -SEE CIVIL \ GAS METER an'ou/ny!/'I'/uoa„ / ` •,, ••' .• ' a ' •• '. a r •t + j•7�}. %�1 LOCATION • 11 - "`.INi4blrU-•!1•,_!�r'y-$}'. A _ �r ! r_ rr �. o .� r. r_ ! �r r.. o .,- l� iii��i ! r_ - r_ I.F7H .�V"m/om�����A�����������a io _ _ _ _LINK FENCE _TYP._ LP LP , , � nuninununninnnnunnu iii 1 1 \\ ( 2 RAILER S ACES RAILROAD , \�\ SIGNAL (IRS) I \ i STRIPED PATH FROM \,\ I \,\ I. LP TRAILER SPACES = o I\ METAL STAIR, LA D 2 T I EK P C: S - AND RAILING00 \ Y to \t _ _ __ _ __ Lin -LINE OF FACE OF CURB ---== ------- <]' J � ----CIVIL_=_-----__ 45-REFER ------J LP LP 2 Q � / .` A-104 FFn I UNDERGROUND STORAGE \ DETENTION CHAMBERS - FIRE HYDRANT - SEE CIVIL ` °` LP - SEE 10 / A-104 PROPANE STORAGE •, LP SETBACK LINE '\. LP 5\\ `\ °\ LP STOP SIGN SIGN (S-1) Q _ LP s-, MITIGATION ® ® R0 2 O OPOND / D MESTIC WATER ENTRY A-102 n n // LANDSCAPE AREA v __E Zw PIVOT GATES OFti'LP U 1- a c°i� H SETBACK LINE a = 32.00' / / - O z S-5 6' HIGH BLACK VINYL COATED ORNAMENTAL LIT MONUMENT SIGN 44 � FENCE BEGINS AND WRAPS AROUND -rHE Z 6 LP DETENTION POND - SEE 4' / A-103/ Ito " O / OQ. 8' WIDE / --WALK 7 A-103 DETENTION POND - SEE CIVIL 5 A-103 LP Q• LP PROPANE STOR ------------------------------------ -Y---------------------------__--4------__------__- - _ _..!..... ... _..._ lbO - - - - - - —/ �•. - i zz LINE OF OVERHEAD \ 8' HIGH GALVANIZED CHAIN LINK�1►-• - - •hhh„.,h , - POWER EASEMENT \ —FENCE -SEE 7 / A-102 �•� = ; ; hh„•hh. •h, LP i \ \ • • - hhkh ,h• LP LP LP LP LP LP LP hhyhhhh,hh 96,566 S.F. \ \ •� U OUTSIDE STORAGE • n hh , �'O h� +rhh� LP LP \ • - µhhhy i - - - G«- \ \ • `• ` \ ` - 4 AhFRA hYhhh 1 \ \ 12 • `• • __ ME RAIL h"`,.,,.•M; r LP / CARS hhh \ A-104 •'�•� , - _ h` ` / PRO ERTY LINE _ h "�4LP / i DETENTION POND - LP SEE CIVIL � 1 PRECAST CROSSING PANELS •• LP IN PAVED AREAS - TYP. / P rrrrPREFER TO CIVIL FOR HEIGHT AND Lo / 26 on, ,•hhhM'hy LP LENGTH OF SCREEN WALL Lq hhhlh / SITE DATA BUILDING WAREHOUSE 413,712 SF OFFICE 7,440 SF TOTAL 421,152 SF AUTO PARKING (INCLUDES 3 HANDICAPPED SPACES) 67 TRAILER PARKING 135 DOCK POSITION 5 C)- 8 B XCAR UNLOADI G N FIRE SPRINKLER RISER REMOTE TOILET 1150� - �� + 22 AYS T 42' - 0" = 984' - " WITH OFFICE 39' - 111, -2'- 1 MAIN OFFICE iO C Q N a=" WAREHOUSE in O + oto 1 4215152 S.F. 1 Q N >. m Q Q p HOLLOW METAL FRAME m FIRE SPRINKLER RISER AND DOOR - PAINTED !' LO TRENCH DRAIN 92' WI E DRIVE THRU BAY FIRE SPRINKLER RISER m 00 ---- i "+hhhhhh h"rhhhhhh \ 5.001 \ L \ REFER TO CIVIL FOR HEIGHT AND \ � LENGTH OF SCREEN WALL \ \ \ \ \ \ PROPERTY LINE \ \ \ SETBACK LINE r- / LD / RAILSTOP - BY OTHERS i /HIGH BLACK VINYL COATED ORNAMENTAL FENCE BEGINS AND WRAPS AROUND THE DETENTION POND - SEE CIVIL FOR HEIGHT OF FENCE GRAPHIC SCALE Im 0 35 70 140 Crl � — C7 C� C7 L -7 1�!7 [7 L__7 MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 /-UIdIiLd, VCVIyId 30339 Quoov T 770.432.9400 F 770.432.9934 C©fidt� ,-A 0 13�� sww- 10/30/19 06/10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUE FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN NO 1 BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL _f P R 0 P E R T I E S THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. DATE PROJECT NO 1 1 1 1 SHEET TITLE L. 10" 01 1'-0" 10 SECURITY CAMERA BY OTHERS ► 4'-0" KNOX BOX SURFACE TO BE MOUNTED ON LIGHT POLE NOTES: MOUNTED TO STEEL 8' ORNAMENTAL PLATE - #3266 FENCE KI 1. SIGNS SHALL BE 18 GAUGE FLAT SCREENED ALUMINUM. 10" X 12" X 1/4" STEEL fl fl fl fl fl 4 0 0 fl fl fl fl fl fl O fl fl fl fl fl 4 2. FOR POST MOUNTING, REFER TO WHITE TEXT PLATE - PAINT EP-1 ° WHITE SYMBOL AND 'ACCESSIBLE PARKING SIGN POST' AND SYMBOL b WHITE BORDER - N DETAIL. o _ 3. FOR WALL MOUNTING, USE FOUR HAPARKING HOT -DIPPED GALVANIZED LAG N PERMIT �+• BLUE BACKGROUND BOLTS WITH EXPANSION SHIELD. REQUIRED— BLUE BACKGROUND VIOLATORS WILL BE 1 1/2" X 1 1/2" STEEL a s a s 00 (L) _ FINED MIN $150 POLE -PAINT EP-1 (R) (P) NO ARROW ZO VAN ACCESSIBLE RESERVED PARKING SYMBOL 7ON PROVIDE CONDUITS RESERVED PARKING SIGNAGE I 20'-0" 6'-0" 16'-0" AT TRUCK DRIVE, 12'-0" AT AUTO DRIVE IFOR POWER TYPICAL OPERATO- - - - - - J INBOUND OUTBOUND L — — _. — — — — — J SECURE SIDE 6 HIGH CONIC ISLAND OPERATOR ON CONIC FOUNDATION. SIZE SECURE SIDE 10 PARKING SYMBOL DETAIL 8 RESERVED PARKING AND REINF PER CONIC FOUNDATION. SIZE o• RECOMMENDATIONS AND REINF PER MFG °° _ S I G NAG E DETAIL e ° o RECOMMENDATIONS o if 1' NOTE: 6 KNOX BOX DETAIL 4 VERTICAL PIVOT GATE AT AUTO ENTRANCE 'ACCESSIBLE PARKING WHERE TRUCK COURT FENCE ADJOINS/ FACES ASSOCIATE PARKING AREA o SIGNS'- SEE 8 / A-102 AND ENTRY, FENCE TO BE BLACK VINYL COATED 1" = 1'-0" 1/4" = 1'-0" CV VAN ACCESSIBLE POST CAP TYP. TOP SECURED BY TENSION WIRE TENSION WIRE AT TOP SECURITY CAMERA BY OTHERS 2" U-CHANNEL POST TO BE MOUNTED ON LIGHT POLE 9 GA. GALVANIZED CHAIN LINK FENCE rill CHAIN LINK FABRIC - � f : ✓ f � - a C° 6" DIAMETER STEEL PIPE FILLED W/ LINE POST AT 10 - 0 CONCRETE TO BE PAINTED W/ ONE _ o O.C. MAX. COAT RED OXIDE PRIMER AND TWO 1 2.38 DIA. LINE POSTS o FINISH COATS (COLOR PER OWNER). oo I AT 10' - 0" O.C. MAX o , „ I X, #57 STONE - 4 D X� ', PAVEMENT 1/2" EXPANSION JOINT . �,, ''�� x; � _ ;' � ; �,� � �' �• 24"W - W/ WEED I TENSION WIRE AT BOTTOM � BARRIER Q f' Q a °• D 1 #57 STONE 4"D X 24"W -x N BOTTOM SECURED BY _ 1 W/ WEED BARRIER l 4 TENSION WIRE 04 kxxxxxx FABRIC FOR KILL STRIP j 12 DIAMETER CONCRETE f I t // FOUNDATION \\\ J•1\\\ !I• \\ % / CONC FOUNDATION. SIZE 6" CONCRETE ISLAND CONIC FOUNDATION. SIZE j \ li SET POST IN 12 X 36 MIN CONC. FENCE POST / AND REINF PER MFG AND REINF PER MFG Z FOOTING (BY FENCING / / '9d / CONCRETE FILLED HOLE RECOMMENDATIONS RECOMMENDATIONS - - \ COMPACTED SUBGRADE M f \ \ 01 IQ / EXOTEND BELLOW %\\\/ boo //\\ j FROST LINE OPERATOR ON SECURE SIDE OPERATOR ON SECURE SIDE ACCESSIBLE PARKING SIGN POST 9 ACCESSIBLE PARKING 7 TYPICAL FENCE DETAIL 5 FENCE DETAIL 3 VERTICAL PIVOT GATE AT TRUCKER'S ENTRANCE S I G N D ETAI L ww, _ v-w- I,Q,. _ 0I 41A„ _ I I 8' HIGH BLACK VINYL COATED ORNAMENTAL FENCE I I ___ ___ ___ ___ ___ _.ATAUTO ENTRANCE -SEE-4.J..A-103_ --- •••--- I I MOTORIZE _�• I I � 38 - 0 � CONCRETE DFOUNDAT ON PER. MFG. I VERTICAL PIVOT GATE -/NBOUND LANE I RECOMMENDATION - SEE 4 / A-102 6" HIGH RAISED CONCRETE ISLAND - I PAINT CURB RED I KNOX BOX -SEE 6 / A-102 I o I 3'-3" 6'-0" 3'-3" 5'-0" 3'-3" 6'-0" 3'-3" I I KEY PAD / INTERCOM PEDESTAL FURNISHED AND I INSTALLED BY SECURITY VENDOR - N.I.C. I I I I I I I \ I I I I w SAFETY LOOP TO CLOSE GATE z 1_0 I I 30'-0" I I 1' 0I I I o g I I p I I CONCRETE ISLAND LENGTH I I "STOP" - 24" HIGH LETTERS -SAFETY Nz YELLOW - THERMOPLASTIC MARKING I I I II -I ----- - m I I I I I I MOTORIZED VERTICAL PIVOT GATE - z I I I I I ( CONCRETE FOUNDATION PER. MFG.cn\ _ I RECOMMENDATION I I I I "STOP" - 24" HIGH LETTERS - SAFETY dO \ I YELLOW -THERMOPLASTIC MARKING % SAFETY LOOP TO CLOSE GATE ---------- ----------- 8'HIGH GALVANIZED CHAIN LINK TO CLOSE GAP I .4 E 4O.C. -THERMOPLASTIC MARKING - SAFETY YELLOW I 140' LIGHT POLE WITH CCTV CAMERA - SEE ELECTRICAL i i • I I MOTORIZED VERTICAL PIVOT GATE - CONCRETE p I I ' FOUNDATION PER. MFG. RECOMMENDATION 6" DIA. STEEL PIPE BOLLARD WITH YELLOW • p PVC SLEEVE - TYP. - SEE - / --- 8' HIGH GALVANIZED CHAIN LINK TO CLOSE GAP ° z o 6" HIGH RAISED CONCRETE ISLAND - PAINT �► - N s ❑ I ' CURB RED N ❑ KNOX BOX - SEE 6 / A-102 `r � I r SITE LIGHT POLE WITH BASE - SEE ELECTRICAL FOR ' I TYPE I - IY ---- o KEY PAD / INTERCOM PEDESTAL FURNISHED I \ U I I AND INSTALLED BY SECURITY VENDOR - N.I.C. I I z S7"Op z— — — — — — — — I I -- — — — — — — — 1 "/ n i N \ i n I I I • U 5 - 0 10 - 0 I I 10 - 0 5 - 0 40' LIGHT POLE WITH CCTV CAMERA -SEE ELECTRICAL w KEY PAD / INTERCOM PEDESTAL FURNISHED I CA z AND INSTALLED BY SECURITY VENDOR - N.I.C. I _ I 1 o Z I I o I ice— SAFETY LOOP TO CLOSE GATE - - - - ' / • I I I I / I • m "STOP" - 24" HIGHLETTERS- SAFETY I I I ' SAFETY LOOP TO CLOSE GATE ` I YELLOW- THERMOPLASTIC MARKING O I I I • KEY PAD / INTERCOM PEDESTAL FURNISHED AND I 4" WIDE STRIPES AT 24" O.C. - THERMOPLASTIC - \ \ - _ - - - - - - - INSTALLED BY SECURITY VENDOR - N.I.C. ' MARKING - SAFETY YELLOW- - - - - - o • I • • 6" DIA. STEEL PIPE BOLLARD WITH YELLOW PVC SLEEVE - 1 • TYP. -SEE -�--- \ If 6'-0" 3'-3" 5'-0" T- 3" 6'-0" T- 3" / 8'HIGH GALVANIZED CHAIN LINK MOTORIZED VERTICAL PIVOT GATE - CONCRETE FOUNDATION PER. MFG. • RECOMMENDATION - SEE 4 / A-102 8 HIGH BLACK VINYL COATED ORNAMENTAL FENCE • \ • AT AUTO ENTRANCE - SEE 4 / A-103 2 ENLARGED AUTO ENTRANCE PLAN 1 ENLARGED TRUCK ENTRANCE PLAN 1/4 11111 = 1'-0" F1/4 i = 1'-0" LUL LUL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 10/30/19 DATE I DESCRIPTION 06/10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 01/22/20 PLAN REVIEW RESPONSE 02/07/20 ISSUE FOR CONSTRUCTION BUILT -TO -SUIT FOR 360 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 t SCANNELL j P R 0 F E R T I E 5 THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. © Macgregor Associates Architects, Inc. - 1987-2019 DATE PROJECT NO 1 1 1 1 TRUCK AND AUTO ENTRANCE WITH SITE DETAILS Aml 02 Q 0 co 7: 0 N O N ,o n OW VIE NOTE: 1WX �X 118" " LL BEAM NOTES: COORDINATE FINAL PLACEMENT OF 1. ALL HOT DIP GALVANIZED SIGNS WITH TENANT. 2. WELD AND GRIND ALL RAILING JOINTS SMOOTH 55 IUD ....�... NFPA 704 SIGNAGE FOR i TOP" PROPANE SPEED SPEED SPEED ONE �� ° PROPANE O' I LIMIT LIMiT LIMIT WAY -� 4 O, 11" 11" 11" 8' 011 { - 15 1010 10 MLDEI INCH SROE �-------- � -----� � — , ___� _ _ � � i i S-1 S-4 S-5 5-5A S-6 S- i V :r X 3" TUB 11 ! ... I I n n �� n n �� n n n �� �� �� ral:I , '} I I e a 36 X 36 30 X 36 30 X 36 3CI X 36 30 X^ 36 30 X 30 x f LONG WELDED TO A 3f I / 2 NOMINAL GALVANIZED I TANK AND TANK DOT DOT THrI PLATE., FINISHED TO MATCH) � " I � / I t � F STEEL PIPE GUARDRAIL I I RACKS - BY OTHERS RS DOT DOT DOT DOT �. SOW ;UP TO '� i11 LE � NG 0 .MENT (MORECO, I I p• RAILROAD DtJU�LE AM CUT DOWN)I `/� i f ,' ' ' I I `AM . SIGNAL FACED �- IS THR G L METAL AL DECK PLA I E I - �' I Q e. PER SHOE) I 1 1/4" NOMINAL GALVANIZED I _ STEEL PIPE GUARDRAIL o I I 3 SITE SIG NAG E 459 ���� ,SMINVEDGE( / i REGULAR DUTY GALV. "GRIP STRUT" C 9 x 13.4 1" = 30'-0" SAFETY GRATING LANDING A Dp CHR I_T, PER TREADS f C 8 x 11.5 TYPICAL It W AN OKSHOE (SPLIT I� i C10 x 15.3 STRINGER AND LANDING o• q,�� � � SUPPORT WASHER, CAN ADDS t STEEL TUBE SUPPORT " „ O 4 X 4 BOX AND 3/4 • o CONDUIT OUT TO GATE TR�: S CA° PSEFINISH FLOOR ,f, i�. - LOCATION I".RDG 0 - { , o o a o 0 0 0 0 o a o o„ .- - _ 4 4 4 4 4 4 4 4 4 4 4 p, Oo . O• 4 p " i I'9IKa j /, /, /, /, /, /, /, /, /, /, /, /, /, /, /, /, , j /, /, /, /, /, /, /, /, o PAT) )LING O CEILING 0 „ u - a> ...r�-•�-"`JLF� - INTENT. PROVIDE EXPANDED METAL SCREENING AT GATE PLATFORM DRAWINGS SHOW DIMENSIONAL REQUIREMENTS AND DESIGN •„' > w4 ±� _ FABRICATOR TO PROVIDE SHOP DRAWINGS THAT SPECIFY STRUCTURAL RR. E FINISHED TO R. - f I MEMBERS AND CONNECTIONS THAT HAVE BEEN ENGINEERED FOR THE INTENDED�l AND 18' ON EACH SIDE OF GAT I MATCH ORNAMENTAL FENCE a� - '.4 "= ' USE. PROPANE RACKS AND TANKS WEIGHT TOTAL APPROXIMATELY 3,000 LBS. ;I 1" SLEEVE THRU WALL TO 4" X 4" P TOIL' VI BOX FOR SECURITY VENDOR TO EXTERIOR RATED PANIC BAR ON EGRESS SIDE - MOUNT SOUNDER MOUNTED TO 10" HIGH SHEET METAL BACKING - �k I.a.. m.� ,;_ I �II_AR. S�IL " 13 D ,TA�� �° � �, � k I p� �"� 4�i. :� I FINISH TO MATCH DECORATIVE FENCE �r MW 6 PROPANE RACK PLATFORM - SECTION , DUO-GARD RECOMMENDATIONS: 1 'UNDISTURBED EARTH OR ENGINEERED FILL ;I "4'OF FILL SAND BUILDING ' iv '6' OR GREATER 3000 PSI / 5-BAG CONCRETE MIX ; I 10 GA 6" X 6" REINFORCEMENT GRID 12" TYP,, a. INTERIOR j1in X, (OR EQUIVALENT - MUST CONFORM TO LOCAL UNLESS SPECIFIC PROJECT REQUIREMENTS BUILDING CODES) DETERMINE OTHERWISE 'U II _ ONCRETE PLATFORM r - - - - - GUARD RAIL SECURITY VENDOR TO INSTALL DOORro REINFORCEMENT GRiD a• I _ _:...._............._..._......_.. _...... .....-. ..._. ..._.. ....._ ._.._ ........ _.... '._�—-.) - CONTACT �� __ a: r v�: _:: _�.'�t : e� * _ t +a _i�"..r• iFt9 1 CDAITi 1 F ! I`^el I y'T I +9 .r ° R 1. • a % •� y i - �r I T' — _ — Jj j (fl _. - _ v - - I } I a • ti I (h EARTH OR ;I 4 .;. .•...: +; :::' r.1, — = I III IJ, --------- _ • '- • UNDISTURBED EAR { ENGINEERED FILL --� - i 11-;11=1 I _ 1- I I�f I=1 I (_=1 II I ' ':1 `. TANKS AND TANK (3) 24 LONG X 8" HIGH LAMINATED �? I! C I 1 I I I (� ,--� E—� 1 �—•+ �••_.•� ,_' I t - 3000 PSI 5-BAG (OR GREAT ER) mix -((1= L I 1=1 . K:: , < -i 11=^J I I-�l I �" I I F� I [.."• 1=i - , --y RACK BY O I HERS DOCK BUMPER I I i I'-1 I 1=1 i 1=1 I 1=1 I !=i 11=1 I =) i ;I I 1=1 I I FROST LINE: ,i: ! (=1 I 1=1 I �- I I i - - I� j �� -z— - - - - __ __ __.- _ ___� ;I I; ORNAMENTAL METAL GATE ° ASCODES RE � � � l t - _ c __-_- - =____-=__________-_ - _--- _----- __------ _----- - RAsocREQu DING �! L1 f ! �ii I 1^�j- , J BOX AND 3/4" CONDUIT =�! =� I I_-- + �� i I- =1 I — I ...j i. I -I L_ .._» _..'----=- ON LATCH SIDE .III--=1 I - I- ; CONCRETE PAD/SLAB SPECIFICATION __— 10 GAUGE 6" X 6" , i 1---111- REINFORCEMENT GRID 1° ' ~— �—I 1 '—I I I '�•' !_••."I-`: , ! I=1 I STAIR HAND RAIL PATIO GATE DETAIL UNDISTURBED EARTH OR t I� _ `�: r,� j��; o ENGINEERED FILL —i 1 11111 '� T. ', J • II - 111- I �1 r'1 A 1\ A r ! T A /ft A T r P1 r T A El'tI I U K IV HIV) C N I HL V A I C U C I AkI L ��-1 NOTES: `'=1 • 1 11=1 � 1=1 11- =1 I IM 11-11 0 I I 1 /2" =1'-0" • These recommendations are for mounting typical Duo -Gard Transit -Style shelters or similar buildings where columns are I I=) 1 —t I—� �— _ LU arranged around the exterior perimeter of the unit, or the unit is cantilevered on one side only. Other types of Duo -Gard RAISED EXPANDED products may require different specifications. oo of METAL TANK RACK • These minimum recommendations are for sample and quoting purposes only, and may not be suitable for all project or site CONCRETE PIER SPECIFICATION 0O °' _ _ _ _ _ PLATFORM CO U) conditions, engineering design criteria, soil quality, or extreme snow, wind, or seismic loads, or Duo -Gard products other UL r T than those described above. Please consult local building codes and/or a licensed structural/civil engineer for design. • Please consult the factory for minimum pad size or pier locations prior to pouring. Make sure the shelter drawing you are I I ]G, (\,I using to determine concrete design is the engineered plan for your exact prolect/product, not a Sample Drawing for use in sales. Typical pad size is min.12" larger than the building footprint (6" perimeter/margin). MAIN ENTRANCE CANOPY • Please consult the factory if slope is greater than 1/4" per foot for a 10' wall (1/8"per foot for 20' wall, etc.). Typical slope is front -to -back, or crowned. Some products easily accommodate large slopes, some do not. I 11 " 11 " 11 " o • Use 112" expansion material between any adjacent concrete or masonry surfaces or structures. I I I • If attaching product against or adjacent to an existing building, pad should have foundation apron to frost line or deeper. • Duo -Gard strongly recommends sealing the concrete prior to shelter installation (especially for enclosed shelters), a I _ - -- -- _. 1 • If embedding any aluminum structural components, concrete mix shall not have any calcium chlorides. 7 - 3 9 2 9 - - -. --- _ �_ o a- PLATFORM WIDTH STAIR Ti T. � O PIPE DAYLIGHTING FROM 17 ; - j y"3-- - --. __ EMERGENCY ROOF DRAIN - �' z THIS DRAWING iS PROPRIETARY AND FOR THE SOLE USE OF OUR PROJECT NAME _,_. I Q CUSTOMER AND MAY NOT 8E COPIED OR REPRODUCED WITHOUT I i I I — 1 I I r-T� - I L-�-- -- - - - - - - SEE 3 / A-209 - S I M. I U PRIOR WRITTEN CONSENT FROM DUO-GARDINDUSTRIES, INC. CUSTOMER SAMPLE 8• I )III �,, I - -1 III I - W LEAD TIME BEGINS UPON RECEIPT OF SIGNED SHOP DRAWINGS DESCRIPTION 1 I DUO GARD I TANKS AND TANK it I I i� I 1 1; ) I � I i N FORGE AHEAD APPRO• .NLSIGNATURE oaT6 DUO-GARD RECOMMENDED MINIMUM CONCRETE PAD / PIER FOOTING SPECIFICATION I I RACK BY OTHERS 11 I 1 ~ I l in I � HWALK ERE IS FLUSH WITH PAVEMENT Duo Gard lndusbiea, Inc. ?RJT EhG PRJT MGR OWG DATE REVt 1RE1.2 SCALE PAGE OF ORWNG x I I) I I I 1 _ I �_ __ - N I z Tel (734)207.9700 Fax (734)207.7995 I L t 1 RAINWATER LEADER CONNECT I W www.duo•gard.com x ! tt BDI li� 17/21114 15/06115 3/4" = 1'-0" 1 1 CONCSPE 8 I iI l i __ - L _-----I-� _......_ .._........._ ._..... I z _L..I- -- I TO STORM -REF CIVIL I goo ii kz - _ o � HANDICAPPED SIGN - --E=—--- - - - - ---- TYP. - SEE S/A-102 I LLL••• 12T_TT1 I I I HI I-------� i 6" a• 'a 4 I I B •� I I I PLATFORM DRAWINGS SHOW DIMENSIONAL REQUIREMENTS AND DESIGN INTENT. I _ FABRICATOR TO PROVIDE SHOP DRAWINGS THAT SPECIFY STRUCTURAL1�- " MEMBERS AND CONNECTIONS THAT HAVE BEEN ENGINEERED FOR THE INTENDED 84 � � � � i o HANDICAPPED RAMP 862 CLEAR USE. PROPANE RACKS AND TANKS WEIGHT TOTAL APPROXIMATELY 3,000 LBS. I I N / / COLUMN OPENING L LL_ CONCRETE WHEELSTOP - SEE 9 / A-104 RAINWATER LEADER CONNECT Q EL 5 PROPANE RACK PLATFORM - PLAN TO STORM -REF CIVILN iLEFT ELEVATION FRONT ELEVATION RIGHT ELEVATION - Q (=V O 1938" ROOF 1 /2" = 1'-011 i N o o Q o -7` o 1882" Of, I w I I •--•—— -- -- --—--------- — --•— CLU > HANDICAPPED SYMBOL - zo O TYP. - SEE 10 / A-102 " TYP• ;1 1; DOMESTIC WATER ENTRY I i U 6'- 0" OR 8' - 0" HIGH BLACK ORNAMENTAL I _ l FENCE WITH PICKETS I I j BLACK ORNAMENTAL GATE- ill 8' - 0" SEE 4 / A-103 j i i i l l 1421. 14-, 10 4" MAX 02 ill 2 ROOF I ii ill i i i i l l W0o e-o i I RIBBED CHANNEL LU I o I ;1 III a z RAIL TYP Q z PIPE DAYLIGHTING FROM LIJ < ry ,< EMERGENCY ROOF DRAIN Q Q I I— _ — SEE3 _ __/ A-209= SIM._------ m ib O WO m 2 1/2" DIA POST TYP Q WO o L---•--•--•-- ----•--•--•--•--• � � mot• � � � � � C N PLAN VIEW Q Q O 3/4" PICKET, TYP O Q Q o Q CDQ 6' HIGH BLACK ORNAMENTAL zo o cm o FENCE - SEE 2 / A-103 NOTES: oO _ RIBBED CHANNEL _ ib ALUMINUM FRAME FINISH TO BE BLACK 00 0 1 -WALL GLAZING TO BE114" CLEAR TEMPERED GLASS 4 p RAIL TYP 25 - 0 -ROOF TO BE METAL STANDING SEAM GABLE, COLOR: BLACK /� COVERED PATIO AREA DESIGN IS PRELIMINARY, AND INTENDED OR NAME �\/� p ° �����\/��\�\/� o SET POST I N \ TO COMPLY WITH SPECIFICATIONS IN ALL MACGREGOR ASSOCIATES ARCHITECTS - HOME DEPOT �� �� �� �� �� �� �� �� •g o o 12 X 36 MIN \ �� LANDSCAPE AREA I ( DESCRIPTION �\� 0 4\�\�\�\�\�\�\� CONC FILLED ASPECTS, AND PENDING CUSTOMER HOLE APPROVAL. ANY DEVIATION FROM 12 X 16 TRANSIT STYLE SHELTER - PLAN AND ELEVATIONS �� ; ���������������������� �� �����✓�� Duo -Gard Industries, Inc. SPECIFICATIONS IS UNINTENTIONAL AND PRJTENG PRJTMGR ORW GRATE REV1 REV2 SCALE PAGE �OF DRWNGB Tel (734) 207-9700 Fax (734) 207-790 MAY BE DISREGARDED. www.duDgard.com _ 10/30/18 NTS 1 1 ELEVATION SECTION 7 SMOKING SHELTER PLAN, DETAILS AND ELEVATIONS 4 ORNAMENTAL FENCE DETAIL 1 ENLARGED ENTRANCE AND PATIO AREA 3/16" = V-0" 3/8" = 1'-0" 1 /8" = 1'-0" LUL LUL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 10/30/19 06/10/19 30% REVIEW SET 17/11/19 50% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 01/22/20 PLAN REVIEW RESPONSE 02/07/20 ISSUE FOR CONSTRUCTION BUILT -TO -SUIT FOR 360 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 f�SCANNELL PROPERTIES THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ©Macgregor Associates Architects, Inc. - 1987-2019 DATE PROJECT NO ENLARGED PATIO AREA WITH SITE DETAILS A=1 03 LUL `&" LUL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 984' - 0" 01 I I I I I I I I I I I I I I I I I I I I I I •P�, r C t�N1v�a�� 60'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-011 42'-0" �•; C/y�' z i� da I I I I I I I I ( I I I I I I I I I I I I I I I "'• s.-• y, . <�,�'sa �� d:2 i 3 y�-�•t � I`� ����� lea®4'� �• , FIRE WATER STORAGE TANK I I I I I I I I I I I I I I AND FIRE PUMPHOUSE I I I I I I 10/30/19 LP CONSULTANT O FH I I I I I I I I I I I I I I I I TRANSFORMER AND I I I GENERATOR LOCATIONS ® I1 HOLLOW METAL FRAME AND DOOR - PAINTED STAIRS ON WALKWAY - GAS METER LOCATION A-206 o I T11 o I I o I e e t o o I o 0 0 l o 0 o I 7-4 7­7 I° osEE CIVIL I I I I I I I I I I I I O O O O O rr, T� Fq Fj II=I r1_T1­___11 I r_1 r-L FA r----i r---i r1---i lr-� r--, r_1 r�:= r- _ _ - u U UIL4 U u MAINTENANCE — -- -- U u U � AINTENAN rL=Fl T II,-I,1'j'IjjlII 74 � ;, Imi I '�: cacE ROOF ACCESS SHIP'S I I;"III I : z I r 102�• t LADDE€:{{it� I E ---- --- --- --- --- --- --- iLVMSA VJ� QUADRUPLE FIRE FINL-A ZDTI FF— NOTE: ,� Q /j \\ 0 0 // \\ 9 r� /% RISER WITH BARRIER RI KLER 0 CAGE CTION I o ! PRINT • - 2 l UNLOADING (8) BOXCARS I A-206 LN ° c % \ I I c / \ _ I c —YL — v� I V3 I LN Lv LN / \ I I ❑® ❑® — — `° NUMBER DATE DESCRIPTION ! 06/10/19 30% REVIEW SET � VJ` V_ L L� 1� I� LN V V V� �v 33' - 11" 8' - 1" LN VVVV� v \ Vim` I 07/24/19 PRICING SET PROGRESS SET I ( REMOVABLE RAIL PIT GUARDRAIL IDF CABINET - TYPICAL OF 8 - ( - 08/15/19 95% REVIEW SET — — — — — — — SEE ELECTRICAL — — — — — — 10/30/19 PERMIT SET 02/07/20 ISSUE FOR CONSTRUCTION ' I 1 02/26/20 CHANGE BULLETIN NO 1 vc R� t� i ' o V-\j I I I OR.I I I I I I I I I I �1 I II' �er r.rlnln-rrr ZD 10' X 10' VERTICAL LIFT SECTIONAL DOCK DOOR STRUCTURAL BRACING - STRUCTURAL BRACING - 1 �� ; I UUIVICJ I Ili VVH 1 CrC WITH SHELTER AND LEVELER -TYPICAL OF 5 SEE STRUCTURAL SEE STRUCTURAL I ° `r - _ ENTRY — — — — — — — — —— — —----------- — — --- I I I I I I I I I I I I O � IN I I I I I I I I I I I I I I I I 4' X 8' SKYLIGHT ABOVE - BUILT -TO -SUIT FOR � TYP. — — — — — — — — — — — — — — — — —� — — — — — EXPANSION JOINT ABOVE 9' X 10' VERTICAL LIFT SECTIONAL DOCK DOOR I I I I I I I I I I I EXPANSION JOINT ABOVE I I BATTERY CHARGING STATION LOCATION WITH SHELTER AND LEVELER - TYPICAL OF 6 9 o 0 c -� _ � M 360 ELLINGTON ® ® \ ® ® � / � WAREHOUSE ® / \ ® ® co � `i• METAL STAIR, LANDING AND RAILING 0 // 0 0 \\ 0 \\ 101 ROAD KNOCK -OUT PANELS RIDGELINE ABOVE RIDGELINE ABOVE 8" THICK REINFORCED CONCRETE SLAB ROOFTOP EXHAUST FAN ABOVE - �� DISTRIBUTION CENTER OVER 15 MIL. REINFORCED VAPOR RETARDER NP• o PAGING -TYPICAL OF 8 -SEE ® ® I AND 6" DEEP CRUSHED STONE BASE I - bo F71I { I I I I IIE I I n7 N ELECTRICAL v LN 360 ELLINGTON ROAD STEEL COLUMN - SEE STRUCTURAL SOUTH WINDSOR, STRUCTURAL BRACING - STRUCTURAL BRACING - - — �� — — SEE STRUCTURAL — — — — — — — SEE STRUCTURAL — — — — — — — — — — — CONNECTICUT 06074 --HE F F7 O Q I I I I I f I I I I I I I I I I I � Fb HOLLOW METAL FRAME AND DOOR - PAINTED — I I I I I I I I I I I I I I I C E. E - .'- P a o P E R T I E S o L E HOLLOW METAL FRAME AND DOOR -PAINTED I I I I I I I I BROOM FINISH THIS AREA - I I nl 24 HVLS FAN ABOVE - TYP. REFER TO SPECS — — - ;. _ �. = UADRUPLE FIRE SPRINKLER RISER WITH BARRIER. n. : �.. • .. n _ram ni n�, �� • r� �' ram. n71 �' n� n THIS DRAWING AS AN INSTRUMENT OF SERVICE, I lie 4 / AND SHALL REMAIN THE PROPERTY OF THE �• VJ' VJ Y-V . V� DESIGN PROFESSIONAL AND SHALL NOT BE Q , G.' D USED WY ILN ':G• . •. \\ .. .. O, :O .. - • - . -G\\' - . - .• • // • .• O � . • REPRODUCED, PUBLISHED OR USE I ANY A " WITHOUT E PERMISSION F THE DESIGN THE O PROFESSIONAL. I _ _ _ .... o � ,� � _ � ; t� , - . •. . •f�• ' -.• . - ( -tom ; '.- t� -' � •f�• •�i1..- f�' - �' -.• .. � ,. . - t� '�71 - .. . I -.. t\71 -, • t� �-� , � -tom • •, , �' ' -tom - I THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS I I': eo AND EXISTING CONDITIONS AT THE SITE BEFORE �: :VJ • V_V yy. /LJt. V-V - VJ�- N to TRIPLE FIRE SPRINKLER RISER WITH BARRIER I p� PROCEEDING WITH EACH PHASE OF HIS WORK. 00 c� - - d C Macgregor Associates Architects, Inc. 1987 2019 - - BACKGROUND REVISIONS: .. -. - .• I. .- ; .: -. '-' •- •-.. •. •- is - .- - - I .- • ,I• - :. •'-I•.-I'. - •J.. -` - -:I.- - - `.I ; ' . '' - - .1 • '-- ._I, .,- .I•., ,I :I •' - - - --I• - - - :I• R . �: -. 24 WIDE X 18 HIGH LIFT DRIVE IN DOO it PEA k V-V iL�J l� tl . : V� vV iLV �V ' . YJ • ! ARCHITECTURAL: BACKGROUND PLANS 02/03/20 a CIVIL' CIVIL PLAN 07/26/19 • — — • • — — •_ •' — — • p • _ • = • • — — �� TENANT OP's: OPERATIONAL PLAN REV C - 09/13/19 u �-• • 10/30/19 2019-047 HOLLOW METAL FRAME AND DOOR - PAINTED 24' WIDE X 18' HIGH FAST SEAL DOOR SHEET TITLE OVERALL OUTSIDE STORAGE FLOOR PLAN I I I I !! CAUTION!! . e SCALE:1 " = 30'-0" FLOOR KEY PLAN -205 A-202 GRAPHIC SCALE A=201 1 OVERALL FLOOR PLAN A-204 A-203 NFOR CONSTRUG O 1" = 30'-0" M 0 15 30 60 j= 24 23 22 21 20 19 18 17 16 15 14 60' - 0" 42' - 0" 42' - 0" 42' - 0" 42' - 0" 42' - 0" 42' - 0" 42' - 0" I " 42' - 042' - 0" I t I I I I I I I I I I I PAGING - TYPICAL OF 8 - SEE ELECTRICAL E� k- IXI I II 11 If V__ I V_ I Y MGTAI QTAIR I AKInIAIr AAIn RAII IAIr CC I 11._ II al x �n' \/RRTI(`AIII-AL I I_11GT QG(`TInAIAI nnrrl<DOCK _nn_nR WITH BOLLARD^SEES 5 / A-501 vv �• H I WITH SHELTER AND LEVELER - TYPICAL OF 6 ` 11 I � \\\\\\\\ I I�103.A I _' N\x ° B 3 INSULATED PRECAST WALL PANEL - EXPOSED I 11 I ROOFTOP EXHAUST FAN ABOVE - TYP. I II I STRUCTURAL BRACING --_ - - — — — L - SEE STRUCTURAL (Z T) — B.O.D. 40' - 0" A.F.F. B.O.D. 39' - 5" A.F.F. 0 ZO I I 1 I 0 0 9 INTERIOR WALL TO BE PAINTED WHITE TYP. Cn �� I� � � = °. Y I X I I I WAREHOUSE to � V_ � 101 b 9' X 10' KNOCK -OUT - o TYP. I I FTT�!,_­CK REINFORCED CONCRETE SLAB I I 1 1 b) —Q OVEK 15 IL. KtINFOKC:ED VAPOK KETAKDEK = L r I AND 6" DEEP CRUSHED STONE BASE �t o- - - - - - - - - - - - 1 - - - 1 - - - - - - - - - - - - - - - - - - B.O.D. O� T_ I 38' -10" A.F.F. 4 _ I I I I I ( I L! E: �7 �7 - IJ 9 —� IXI I I "T b � y � I I I I I � I �' ti STEEL COLUMN -TYP. - 4' X 8' SKYLIGHT ABOVE - IDF CABINET - TYPICAL OF 8 - SEE ELECTRICAL SEE STRUCTURAL BROOM FINISH THIS AREA - TYP. - SEE 9 / A-209 SEE SPECIFICATIONS '!416 3A I I I I I I ' ° ° B.O.D. , ih ° T •-' .. - .- - . .. . ,. ;- , . , t , -, ,. •- - - - - - , . - - - . • . . • .. I - • . - ' . • - . - , a . - , . . - • • - - - 38 - 3 A.F.F. .- ., .. . . . - - -I 1. - •-• -• FIRELINE ' . . = • - • • .. .1.1. ; - - - - • - - • - - • - - - - o - - - - - - -' .. - . - . I - - • - - • - - - • . - I , - - - - - . -• . - - - . - • - . - - -, - . • . - - • • ' l , METAL STAIR DEPTH NEEDS TO BE1. r. 24 DIA. HVLS FANS ABOVE - UADRUPLE FIRE SPRINKLER RI E ' VERIFIED ACCORDING TO GRADE Q S R . . - • , .. -, . . . - - . • . , • - . \ .'/ • . • \ . /C . • , - \\ :// : - - \ / TYP. 11 I- WITH BARRIER GUARD -'SEE FIRE - - .. , • PROTECTION AND -5 •/ A-502 - . • . . _ 1 - �' - - .. v — 1.co X"II .1 I"XJ.. I.XI' 1.X X .IX'I XJ. X'I; Xi•, •'1,X' IXJ . � . I, . . - •_�-, '/=".•I• �. I' '�' •,'I. L 1..� f l .� I' �' :r :�. { :1., 8 DIA. X 6 HIGH BOLLARD AT DRIVE-1. . IN DOOR - TYP. - SEE 1 / A-503%% .. . . � I I , :1. '.�I , 00,.,-`.m.. I :.,-.I..I ,, ::�-. %,� I . I 1� � I . . - , , , " ., - ,, • - ., '.- , .�;.. I,� I I-, � ,_ � I I , " -1 - . I . I I I . -� � ,� . . . . - . , I . .- - . _.. . ,� tI. I�, . "' ,-I, ,I-.-- :_.-_� I I - , . .. -_ I...... - I I- . -1 . . I - I .� , . . ,I ... I . I I .. ,� - I- I ., I , , . . . . � - .. . . m - I . . - m . - . , m - I • - .. , . - . . I I I . I.. . i,, �. . , .. . , . : - , 1. , . . . I,I ...,�Z , , - I - I . .., I. -..-,- -- ," , , , , I I I . I . .- - _ � I - - .. 1 . 1 . ' .-' .. I : - I . I I .., I . . . . . I . -. .- I I . m 'm I . . I -, . .- - . I 24 WIDE X 18 HIGH FAST SEAL DOOR - TYP. - ,,.�I ( 24 WIDE X 18 HIGH -LIFT DRIVE-IN ,. ,I E . . I , ... I ' .., .II �-- 1.' ..,- ,. ., �:I,I.... I-. .,I I1 I . .'I , . 1- I - _ - I :1 1, - _ I. -r 1II , I - . . I. . , , -_,, . =1-z� SEE 3 / A-501 1I, 1. 1"\ ..'.-- -TYP. SEE. 3 / A-501 -....:-.,!, . . I , - � " 1F -M-� .!., , .,. ..m I1 .. "I-. �, ,I, -.I .I.-1m_ , I ' I. .-.I . ,1 . . , ...I- :t o - 101.X J F I , '.DOOR 101 H 5 •I -�( I `' I _ - . : X •E I l .•• ,. •. X -. .- t 1 I.-, I..mI,� • .. X I I. F ' X' I. 1 - .• X -I I '=1 X . I .. X.. - -•1 I' • • ,f I 1:- . , . .. X. -•I h' I X -I. N ___, I . _ . . ,.�. . " ,�, . . - /L•. � - • - _ . . , _ .)I 'm,I I.- I," �, . . _ ' J .-.-- .:.,. - /L• y ' . - • /L' •, . . • /L . �" - . . , I /L' 1.I- -' I I, I-m.. /L• /L . J\ . 0I 2 SIM. - • - - �o : . . - - - . • . - - - - .. . - , . . . -A( A-403 I :,-.�- ",...I ,1., , 1�1. I . ,,.Im_ - . . . . I � • - - - ,7� • ,"t I.�_. ,.I-�'-.-" ,1 .. . , - .1, :�' --�!---, ;, ,,, I - I I1' ..I., -..m-, .I'- .E,, . .- . = :z I1 �... �'II 1 , I.I 1 .. I ,I ;:,'. ., ._4 ,, . II' .I I I�. , W- a Z ., 1. II� I,� ,. ,, 1 � . - - .. . ; -/='-:�� ;t r2 - 101.A -, I-.- . I.1, .�­ . . . - , ..�� ,�--- . . N SLOPE SLAB DOWN TO 2 B.F.F. TOP OF 'I • • • . : . , , , B 3 T D N' RENCH RAI . i l' .. M 1 .I- I- I � .I� -. . - ,. ._ 'I. .,.-I�--. � ' �-, � :�.7 •':. �. ,I II . , , I :.�?�.. . ,I�,-.- , ­. II I:.�-�..I , , . I 29 : '. � I 11 '- - - 8 ' ,,I 1 11- _ 15 0 - ;. ; . " I 'X: I , - - - - I X .l • �1 - •- f X.I . - •• - - ... I X"I" - - , - - . I.X..I., - - - .. I. X I - - .. - - I :X :I � -• - - ..., .. - - : I'X"1 . .,.. . - - - - I •X '1 - • ., ..• - - - -I,:X' I' ° It 1 SIM. 101�!iI I' � � I . .*I.� .� • ' _ I - . - I �I .. ,,..I ,�I - RAINWATER LEADER (RWL) FROM ROOF .1 . • V- _ ,1II. = TRENCH DRAIN -'SEE PLUMBING .- . W - o - , I 1 ..I( . " 24 WIDE X 18 HIGH -LIFT DRIVE-IN . 'A-501 - = = - . • • INSULATED PRECAST WALL oI-.1. ' A-403 'L ,,, '. -. - . • ' -: .... I I DRAIN ABOVE WITH 8 TALL BENT PLATE - - : ' . I-, - _ . I - . - :AND 10 /' A-502 : ;' 1= .. - • -"� , No .: . ' _ • • ' 'I ' . • - • - a r DOOR -TYP. -'SEE 3: / _ , I' , - 'I•' • PANEL -EXPOSED INTERIOR WALL �TO N 9(1.III1 I - - • . , - - ' • - " - ,I,. . .: , - •. . . • . - • . - - .' = :. .. . • • . PAINT YELLOW - TYP. -'SEE - ' - ' , ' • 5 /. A 209 , - - • - • - • . - . - • - • . . .. . . , - . • . - .. . , - - .. = ' . ' - .. BE= PAINTED WHITE - TYP. .I, I. "_,,. .-.- ' I ,.I,-1m.--� I . ," I� -I,,.m' , ,II ...-�I.... I 1 , . .. .. •� R .. _-..-, 411.A -I..... ,�. 1I RW . - 411 410.A • . . - - ' ' - RW I . . 409.A . . . , . .. . - RW o 409 . 408.A . . - •' . •. =F2WL . . a. 407.A �' - — -,_ —LI ,I"..... , ! -II ._-.c . � • I 8 3 . .I , �,_ — _ ,t. , H 5 6 3 ,, B 3 , .I- ..I1 , 1 - -I - H 5 ' . ��..."m ,- 6 3 .. . B 3 I jI,1: �I. _,1-. ..I I­�.�-.-I � - B.O.D. tI,.I -1 L tJF I. - 411.X 5 Q L L tI�m - 409.X JF 5 t.I L I VARIES I V-1,I 5'- 6" WIDE X 8'- 6" HIGH LOUVER ABOVE - HOLLOW METAL FRAME AND DOOR - 8" DIA. X 6' HIGH BOLLARD AT DRIVE-IN 24' WIDE X 18' HIGH FAST SEAL SEE MECHANICAL AND 4 / A-501 2 PAINTED DOOR - TYP. - SEE 1 / A-503 DOOR - TYP. - SEE 3 / A-501 A-403 I I i 11 I It 21 1 11 - I II 1 11�7" I 11 I II 31 - 711 , 11 I 11 �71I 36-7 3-4 If 24-0 3-4 35-1 3-4 24-0 3-4 30'-7" 3'-4" 5'-1" 5'-1" 81 - 1 11 OUTSIDE STORAGE FLOOR KEY PLAN A-205 A-202 A-204 A-203 LUL LUL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 nat.. a,. .. , . onoon /'luanta, Georgia QU00.7 T 770.432.9400 F 770.432.9934 I BERI DATE I DESCRIPTION 1 106/10/19 130% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUE FOR CONSTRUCTION 1 1 02/26/20 ICHANGE BULLETIN NO 1 BUILT - I O-bUI'I [-UK 360 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 w., . rl SCANNELL `� <: F;'- R R fl P E R T I E THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANYWAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. p'9�ROJECT NO 10/30/19 2019-047 SHEET TITLE PARTIAL FLOOR PLAN - SOUTHWEST A=204 2 7t 0 N O 1 1 /16" = 1'-0" PARTIAL FLOOR PLAN - SOUTHWEST 24 23 22 21 20 19 18 17 16 15 14 1 60'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-Of' 42'-01" I I I I I I I I I I I I 2'-6" 3'-4" 54'-2" 21'-7" 3'-4" 17'-1" 01 29'-1" 31-4119'-7" 10 I I I I I I I 23' - 1" 3' - 4" 1\ P IXI IXI INTERIOR WALL TO BEPAINTED WHITE - TYPy IXI IXI v _� V_ y IXI IXI d IXI I I I I I I IDF CABINET - TYPICAL OF 8 - SEE ELECTRICAL (Z \N /i \\ RIDGELINE 71) Z y (P� IXI IXI \\ IXI IXI V y V_ v- y V REMOVABLE RAIL PIT GUARDRAIL - TYP. - - SEE 4 / A-502 d IXI IXI IXI IXI V_ y I I y V I STRUCTURAL BRACING - SEE STRUCTURAL L/\j ROOFTOP EXHAUST FAN ABOVE - TYP. - SEE MECHANICAL I STEEL COLUMN - TYP. SEE STRUCTURAL I B.O.D. VARIES 0 0 o I B.O.D. - 1 1/2" A.F.F. o I ZD It - I I B.O.D. 5' A.F.F. I FLOOR KEY PLAN A-205% A-202 A-204 A-203 LUL `4I&W (77,UL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 �S�it��4»0►��i :» 1 : 10/30/19 BERI DATE I DESCRIPTION 06/10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUE FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN NO 1 BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 I. SCAN N E . " P R 0 PE R T I E S THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANYWAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROJECT• 1"' 2019-047 SHEET TITLE PARTIAL FLOOR PLAN - NORTHWEST A=205 Q 1 P 0 N O M 1 /1611 = 1'-0" ARTIAL FLOOR PLAN - NORTHWEST LUL `61 ".. LUL NOTE: WHERE PERMANENT IDENTIFICATION IS MACG REGOR PROVIDED FOR ROOMS & SPACES, SIGNS SHALL NOTE: ALIGN ALL BE INSTALLED ON THE WALL ADJACENT TO THE ASSOCIATES � DEVICES WHEN LOCATED LATCH SIDE OF THE DOOR WHERE POSSIBLE. I TOGETHER REFER TO SCHEDULED ARCHITECTS = 4 L I I VISUAL ALARM 2727 Paces Ferry Road SE SIGNAGE Building Two, Suite 1400 5'- 5 1/2" SEMI -RECESSED ► FIRE EXTINGUISHER CABINET ,In 1 01 `+ FIRE ALARM PULL - THERMOSTAT OUTLET COUNTER � AlI__i_ �__-_:_ nnnnn HLIWILd, VCUICgId JVJJu T 770.432.9400 F 770.432.9934 I I I I WALL - @ U I MOUNTED HORIZONTAL �IMOUNTMOUNTED 0 r S o u- B3 0 III OF _OUN / _tK. LIJ PHONE _ z o U SPLASH U FACE OF DOOR FRAME LL ¢ I C/)16- o0 0 O w I I O M Li 0 a w I I 1 w LIGHT SWITCH�i — „ 5/8 GYPSUM A11 O HLj MAX. GANGED o = F.E.C. m z O OUTLETS - DOOR LEVERS, p Q w `r Nop '* ti DASHED LINE REPRESENTS WALL BOARD �j a ih EDGE OF SOFFIT ABOVE _ o LL: I O CARD READER Li ¢ I I 3 5/8" METAL STUDS I d CD 1 10/30/19 _00 1 AT 24" O.C. N AIr1TC. AI 1 r%IR 1C41C1r%kIQ QLJAI 1 11IICCT 1 r%r'AI A!�/1CCQIM11 ITV IYV 1 C. PALL U, IYICIYJI W114 ♦7r7NLL IYICG I LW%dML AV VCJJI�ILI I i A_ . 1 I CODE. MATCH EXISTING HEIGHTS WHERE POSSIBLE. I 5 ENLARGED MAIN OFFICE PLANS - 6 F.E. CABINET 7 MOUNTING HEIGHT DIAGRAM HALL PORTAL 114111 = 1'-011 1 1 /291 = 1'-0" 1 /2" = 1'-0" 2' - 4" 9' - 3" (+/-) 2'- 4" F.O.F F.O.F F.O.F 3 2 1 G3 �� I - - - - - 42' - 0" 42' - 0" 2'-9" 8'-9" 6'-6" 5'-6" 3'-4" 8'-8"L. 6'-6" 2'-9" 6'-6" 5'-6" 6'-6" 12'-5" 8'-4" 1 1 PRINT RECORD o L'- STOREFRONT DOOR STOREFRONT STOREFRONT STOREFRONT NUMBER DATE DESCRIPTION M 0 I I I I I I 06/10/19 30% REVIEW SET UPPER 3 I 07/10/19 07/24/19 08/15/19 50% REVIEW SET PRICING SET/PROGRESS SET 95% REVIEW SET DASHED LINE REPRESENTS I I I I I 1 10/30/19 PERMIT SET Fnr.F= ()F SOFFIT ARn\/F I I I I —, I I LOWER 02/07/20 ISSUE FOR CONSTRUCTION 3 3' - 611 4 - ENLARGED MAIN OFFICE PLANS PORTAL N 1 n TRANS/3PL N 1 1 UNISEX I OFFICE II I CHASE FOR 1 /4" = 1'-0" '�=� I A114 A113 0 3 II _ -ROOF LEADER = _ _ _' h 1 2 a�l a J = 8'-Tf I 12'-011 - II 5'-511 16'-2" 28'-0" II IT-211 _1 1 DASHED LINE REPRESENTS S II OFFICE _ OPEN B3 u A106 00 I _ v m B3 I OFFICE - PROJECT EDGE OF SOFFIT ABOVE _ ¢ m ¢ I A107 N 41 n 1 - n 1 u F.O. F F.O.F 2' - - p : �1 B I� W :; LJ B3 2 0C� ? Q8 S �- A106 a B3 N BUILT -TO -SUIT FOR - - - 5' 0" MIN 4" 11' 0" (+/-) 2' - 4" VENDING PRINT/COPY c a F.O.F F.O.F F.O.F G3 I - o BY OTHERS ALIGN — N Q DRIVER 41 AJ03 A105 c _ — B _ LO LOUNGE H ® S N Z OFFICE 360 ELLINGTON + B3 �- o G3 TF H3 H3 a o p o ¢ ALIGN ❑E _� FEC A1051 IY " 0 w I 4' - 7" 5' - 0" S 1 0�1 0. io Ix ROAD ' ❑ A1292A cow¢w _ 5 I A_603 ti A108 B3 O g3 c B3 ADJUSTABLE a- (D A111 ;n ALL _ o SHELVING o FEC C.I CONFERENCE 0 N 1 - A108 A103 _ _ _ o TE DISTRIBUTION CENTER G3 ON WALL in ¢ "I _ Cn C° A104 OFFICE b SEE DETAIL A115 B6 I 11' - 1 1/4" 3 314" 1 73' HALL N B 6- 1 OM OFFIA104 z 13 / A-603 o JANIT R GALLEY I A110 A109Q 8' - 5" EQ B3 ❑E rn ® 360 ELLINGTON ROAD 3' - 0" 11' - 5" - 0" LOL o r- A115 ® A1M1 S B3 1 0 �� � _, w - - ----- -I---- -------------- I CO Q' 63 O o I Q Q o C° I B6 o Z SOUTH WINDSOR, CONNECTICUT 06074 B. wu' U ___ 0 LL 1 B3 N w r ¢ o co 00 L ®` ICE I 3 ENLARGED MAIN OFFICE PLANS - - BUMP OUT _ Al6 4'-7" 2'-9"7'-101/2" 5'-51/2" 10'-611 5'-8" 22'-711 5'-5" 5'-4" -LO B zz MAIN in S 11 ' I _ SUPPLY 4 w 12 - 8 B3 3 VESTIBULE CORRIDOR B 2 A-605 B w -r w A-206 4 �� �� - � �� 1/4 - 1 -0 ' B S MDF B3 A117 0 A102 B3 A-206 A101 A101 B3 = I CV 0 24 0 �- 1 Q8 63 A116 A117 - - — - — - 12' - 9" 5' - 5" 17' - 511 1a 81 411 I ' B 6 --- -- ----------- I N 4" HIGH CURB N ---•— 10" 15' - 6" 5' - 2 7/16"c UNDER (3) - WALLS AT MDF - _ _ ROOM. SEE ®O® ®O® - - I SCANNELL 2 - — - — - — - Z-01 I SHADED WALLS INDICATE EXTENTS OF SOUND BATTING INSULATION _ DETAIL I _to .. - " o M ¢� _-_---li-� o I 1 WOMEN 1 o 'FEC I 10 / A-601 � P R O P E R T I E S 1 A-602 \� T 5 ❑T I o SEE FINISH NOTE #36 M _' I w d I - I m ¢ c - - - - - - - w 7*) _ m I H3 C° B3 1 I SIDE ICE WOMEN I I I O O O Q O I �ORRIDOR B104 0 I o i t I A120 H3 0 1 I z BREAK I I _ CO B -' 1T - 3"I A122 - 3 7 "' 1 "' I B3 m ¢ ¢ j THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS o I F.O.F o O Q Q I — l o � I N I F AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE i 1 0 i o o N L 1 N g N I I I I N GALLEY = m B3 N _ _ J � MEN ' A121 Z LU ® C3 = LL I Q REPRODUCED, PUBLISHED OR USED IN ANY WAY PROFWITHESSIONAUT THE PERMISSION OF THE DESIGN o m I ¢" A119 ¢ °° I 12 I 1- °0 O THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS 1 MEN B103 G9 I G 9 N � m 6� N LL. I Q8 I " p W i H3 ¢110 AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. R3 ch A120 11 C°0_Q1_2,Q ®O ® s 20 N 0 0 PATIO i QC Macgregor Associates Architects, Inc.-1987-2019 — I I -------------------- EQ EQ 103 I I o 0 BACKGROUND - • c 8 o 63 ° 6 co 1 11 I 29'-0" 10'-5" 911 2-010'-0" 5'-511 6'-5" I d1 19'-4" W i ARCHITECTURAL: BACKGROUND PLANS - 02/03/20 CIVIL: CIVIL PLAN - 07/26/19 2 FEC vr co 11 7 a- j I I A-402 - REMOTE o 83' - 411 I TENANT OP's: OPERATIONAL PLAN REV C - 09/13/19 - • • 10/30/19 2019-047 4'- 0" OFFICE B102 0 ❑ 1 DOMESTIC WATER ENTRY I A-602 TRUCKER'S 17 I ® ' _ PREFABRICATED GUARDRAIL - 6" DIA. BOLLARD 02 I SEE DETAIL 6 / A-502 SEE 31/ A-502 SHEET TITLE CAGE B101 I ® • ENLARGED _ �t 6105 '�� N 00 � N B 12 35'-0" 5'-0" 5'-0" 1 30'-0" I OFFICE PLANS LimK B101 7 19 A-602 { - - - - - - - - - - - - - - - - - — � — O 1 T- 4 1 /2" 8' - "1/2' 5'-8" 15'-0" SHADED WALLS INDICATE EXTENTS OF SOUND 8' HIGH WIRE BATTING INSULATION MESH PARTITION SEE FINISH NOTE #36 SHEET NUMBER f Am206 2 REMOTE TOILET / OFFICE PLAN 1 ENLARGED MAIN OFFICE PLAN - 6,757 SF FOR CONSTRUCTION 1/8" = 1'-0" 1/8" = 1'-0" I I •ACOUSTICAL CEILING I I �j SEE RCP I I �I I ,I I 3 5/8" METAL STUDS AS NEEDED TO FRAME SOFFIT I I ;I I I I LIGHTING - SEE I I ELECTRICAL DRAWINGS I 5/8" GWB GWB CEILING _ _ - - — — 91- 011 ----- SEE PLAN .I _I _I BATT INSULATION WHERE SCHEDULED CONCRETE WALL PANEL SEE RCP �— `I�- 120� SUSPENDED 3 5/8" METAL STUDS AS ACOUSTIC CEILING SYSTEM NEEDED TO FRAME SOFFIT r,/Q" r-VID DnAon nKI Q J/V V 11- uVlll\V VIV J — 5/8" METAL STUDS AT 24" O.C. CONTINUOUS METAL "J" TRIM AT GYPSUM BOARD EDGE BACKER ROD AND SEALANT 5/8" GWB 2" x 4 1/2" ALUMINUM FRAME ACOUSTICAL CEILING HEIGHT VARIES GWB CEILING HEIGHT VARIES 7 DRYWALL SOFFIT 6 DRYWALL SOFFIT 111 = 1'-0„ TYPICAL 1" = 1'-011 24 EQ 6' - 0" EQ WOMEN ` - B104 ';'• SHADING INDICATES G �goWI3 EXTENTS OF SOUND BATTING IINSULATION ABOVE CEILING SEE FINISH NOTE #36 I :`'EQ L51'-'0 II,: EQ:-,,4. = =ti MEN LU 4 A-207 B — REMOTE OFFICE B102 ACT-1 9'-0" DRIVER RESTROOM B105 GYP TRUCKER'S W CAGE 6101 ,' Ed;,:�.EO-;:_ I JR611 -1 I —I A114 GWB 9' - 0" 1777 TRANS/3P -,�':�''''r''`;' OFFICEQ�o - ,n , W ;EQ`, :'EQ' - IRIVEI DUNG A112 ACT-1 10'-0" 42' - 0" PERIMETER CEILING • ' OM OFFICE GWB ACT-1 _ 9'-o, A109 -,,,EQ- r; r.EQi ACT-1 C� ; GALLEY ACT-1 w, _F , A111 9'-0" EQ EQ LU a ' A115•' ;: W - i 3 REMOTE TOILET / OFFICE - w SUPPLY GWB 11 REFLECTED CEILING PLAN 11 A117 1 /�11 — 1 0 A16 ACT-1 EQ 4' ACT-1 24 ,EQ _'EQ'' :.WOMEN, Ewa '; ;F•,��`' _' a' ,'A118`�„ 4�'-r;�d `''1GVV6„ w r ;EQ!% w --------- :EQ /,' _'EQ, =(i — — — — — — — — — LIGHT SOFFIT. WOMEN SEE DETAIL `- w 610746 18 GA. METAL STUDS JOIST AT 24 O.C. MAX. «�';' ,=±- 'r; - _ WITH BRACING AT TOP FLANGE AT MID SPAN w `• :t ., `J `T CJ GWB w rl w SIDE CORRIDOF Al 20 LIGHT SOFFIT. _ �''_- `.`- SEE DETAIL - - - B GW I -LU a. MEN ,. _ � _ MEN, ,� 'LU GWB LU — — — — — — — — — - _E '0, - C� W - W PROVIDE 10 MIL. WHITE POLYTHELENE DUST REMOTE BARRIER - TAPE AND SEAL ALL JOINTS — OFFICE- — — — B102 SHADING INDICATES B _ — — — — — — — — — EXTENTS OF SOUND BATTING INSULATION ABOVE CEILING SEE FINISH NOTE #36 DRIVER I RESTROOM TRUCKER'S 6105 — CAGE 6101 I k, OPEN )FFICE -A107 ACT-1 10' - 01, CONFEREN A108 ACTA 10'-Oil 9'-0"AFF � ROI IGH C)PENING 42' - 0" HALL A103 r( ACT-1 10' - 01, • - - • - ■■■■. �r%ill�if�■ 11 _1�.10 ram �i►ME Ow I !I�mi = �ffir--�ffim i=== -omm m Id��l1■m IN Ifs Lm. ■■_� ■■ �7-_ 1■■■ ■■ �■� loon ■■■ ■■� 1■■ INN NEI ■■ ■I■■■■� ��■7 1■ ENEM BATT INSULATION WHERE SCHEDULED CONCRETE WALL PANEL n SEE RCP <VT7, SUSPENDED ACOUSTIC CEILING SYSTEM AS SCHEDULED -1 1 /7" 1A/ 1 1 /0" nCCD NACTA I 1 1/L VV, X I Ill- IJLL-r IVIL IL II TRIM TO MATCH CEILING GRID FINISH. ATTACHE TO WINDOW SYSTEM AND PROVIDE SLIP SUPPORT FOR CEILING SYSTEM. 2" x 4 1/2" ALUMINUM FRAME ' I 'OFFICE," A106 ACT-1 9'-0.. OFFICE_ A105 • V ��� 0. op • g o ° b' � o a 0 0 o Oo S po o °ao ° 0. ° 9'- 0" AFF PERIMETER CEILING 4 ACT-1 OFFICE 25' - 0" 7-1 A104 2'-0" 19'-011 2'-0" INN ■� I_ ON MEN 7 ■■■■ 1 ■■■■ MEIN ROUGH OPENING :yr' PATIO' _ 0 _LA1Z2 ACT-1 CISI CD 0 _I _ Cl) - i N CV co p p N Fill N j (.0 0 I 0 co C) LLLL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 rAitiaiita, Georgia 3V339 T 770.432.9400 F 770.432.9934 a ICI '`�` O 13`•':`.y,-%'.�,v`' . 10/30/19 07/10/19 150% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUE FOR CONSTRUCTION bUIL I - I O-ZZ5U1 I 1-UK 30 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL P R 0 P E R T I E W THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. �PROJECT NO 10/30/19 2019-047 SHEET TITLE REFLECTED CEILING PLANS A=207 2 REMOTE TOILET / OFFICE - 1 /V"=11-091 F RAM I N G PLAN 1 1 /V„ = 1'-011 REFLECTED CEILING PLAN AT MAIN OFFICE AREA I 24 23 22 21 20 19 18 17 16 15 14 60'-Of' 42'-011 42'-0" 42'—Olt 42'-0" 42'-011 42'-0" 42'-0" 42'-011 42'-0" 24'-0" 41 Ilk 1011 11'-211 12'-0" 13'-6" 13'-6" 13'-611 13'-6" j o 13'-61' 13'-611 7'-6" 0 o 13'-6" 13'-6" 13'-6" 24'-011 IT-6" 13'-6" 13'-6" 13'-611 13'-611 13'-6" IT-61' 13'-611 13'-611 9'-0" 13'-611 24'-011 13'-611 9'-0" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-611 13'-611 3'-111 8'-11" 4'-7" 2'-11" 12'-5" 11'-711 9" 12'-9" 9'-11" 31.711 11'-6" 12'-611 1_pll 71-6" 1'-0�� 12'-61' 01 FORMLINER PATTERN I I I 1 I I I I I KYNAR COATED METAL C PING — TYPICAL 10" THICK PRECAST CONCRETE WALL 1 42" WIDE X 13.5" DEEP 1 5'— 6 " WIDE X 8'— 6" HEIGHT KYNAR FINISH 3" WIDE X 3/4" DEEP 12" WIDE X 3/4" DEEP I 5' X 5' CLERESTORY — WALL PACK LIGHT FIXTURE — TOP OF PARAPET AT ALL PARAPETS CONDITIONS PANEL TO RECEIVE TEXTURED PAINT SCUPPER — TYP. METAL LOUVER — SEE MECHANICAL AND REVEAL—TYP. REVEAL — TYP. ( WINDOW — TYP. SEE ELECTRICAL 44' — 0" 4 / A-501 TOP OF WAL — — — — ----- — — — — — — — — — — — — — — — — — — — — — ------------- — — — — — --------------- ------------ ---- ------ -- —-------- — — --- 38'-01' L L E I B 5 E E B F M El M 0 10 N 0 El El CD I E F-1 F] v o 0o 1 M CV M \A ❑ ❑ ❑ ❑ :\A 109A ❑ ❑ ❑ ❑ IOBA \A FINISHED FLOOR��p ' ' ' ' _ FINISHED FLOOR 01 3" WIDE X 3/4" DEEP HOLLOW METAL FRAME AND 24' WIDE X 18' HIGH FAST SEAL DOOR WITH 8" DIA X 6' HIGH — 12" WIDE X 3/4" DEEP REVEAL — REVEAI REVEAL-TYP. DOOR _ PAINTED _ TYP. R(11 1 ARr)Q _ TVD _ QGG / A cn-1 TVD vv LL/11\VV - 1 1 1 - VIAL J/ /1-JV I I I I-. 3 PARTIAL SOUTH BUILDING ELEVATION - WEST 111611 = 1'-0" 13 12 11 10 9 8 7 6 5 4 3 2 1) 18'-011 42'-0" 42'-011 42'-011 42'-0" 42'-011 42'-011 42'-011 42'-011 42'-011 42'-011 42'-0" 42'-011 13'-6-1 13'-611 24'-0" 13'-611 13'-611 13'-6" IT-6" 13'-611 13'-611 IT-611 13'-6" 13'-6" 9'-011 13'-611 24'-011 13'-611 9'-0" 13'-61' 13'-611 13'-611 13'-611 13'-611 13'-61' 13'-6-1 13'-611 13'-611 24'-011 0" 13'-611 13'-611 13'-6" 13'-611 13'-611 13'-611 13'-611 9'-011 10'-611 10'-611 9'-811 1101, 13'-0" 11'-011 21_1" 11'-5" 9'-4" 4'-2" 12'-7" 11'-5" 5'_611 8'-0" 1'-711 11'-11" 11'-5" 12'-7" 12'-4" 1'_2" 8'-11" 1'-7" 10 k I I I I COPINGKYNAR COATED METAL — TYPICAL AT ALL PARAPETS 42" WIDE X 13.5" DEEP ROOFLINE BEYOND I 3" WIDE X 3/4" DEEP REVEAL — 5' X 5' CLERESTORY WINDOW — 12" WIDE X 3/4" DEEP REVEAL — 5'— 6 " WIDE X 8'— 6" HEIGHT KYNAR FINISH METAL I WALL PACK LIGHT FIXTURE — TOP OF PARAPET SCUPPER—TYP. TYP. TYP. TYP. LOUVER — SEE MECHANICAL AND 4 / A-501 SEE ELECTRICAL I I I 44' — 0" W - - -- - - �� �� - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - — FORMLINER E B B E E B E ME F� W. F-1 F-1 El 11 F-1 11 O6. ❑ ❑ El F-1 0 0 E] 77 07. 1 v 1 coI I I I I IF I' I I I I I I I I IF I 0 0 0 0 04A _ FINISHED FLOOR — pl_p,l 10" THICK PRECAST CONCRETE WALL 12" WIDE X 3/4" DEEP REVEAL — J 3" WIDE X 3/4" DEEP REVEAL — L 24' WIDE X 18' HIGH FAST SEAL DOOR WITH 8" DIA X 6' HIGH L HOLLOW METAL FRAME AND DOOR — PAINTED PANEL TO RECEIVE TEXTURED PAINT TYP. TYP. BOLLARDS — TYP. — SEE 3 / A-501 WITH 5' WIDE CONCRETE PAD, TYP. 2 PARTIAL SOUTH BUILDING ELEVATION - EAST 1 /16" = 1'-0" J H G F E D C B A) 428' — 0" 92' — 0" 46' — 011 46' — 0" 46' — 011 46' — 011 �, 46' — 011 46' — 0" 60' — 0" 10'-0" 10'-611 13'-611 24'-011 1 13'-611 8'-0" 9'-611 0 13'-6" 0 13'-611 0 13'-611 13'-611 0 13'-611 0 13'-611 7'-311 13'-611 0 13'-61' IT-6" 13'-611 13'-611 7'-311 0 13'-611 13'-611 13'-611 13'-611 0 9'-011 0 9'-0" 12'-011 0 12'-011 6'-8" 12'-0" 8'-911 10'-0" 12'-0" 0 11'-511 9'-511 9'-911 EQ EQ EQ EQ EQ EQ 10 EQ EQ 01 1 I I I KYNAR COATED METAL COPING — WALL PACK LIGHT FIXTURE — 10" THICK PRECAST CONCRETE WALL PANEL TO o ROOFLINE BEYOND 5' X 5' CLERESTORY WINDOW — FORMLINER PATTERN TYPICAL AT ALL PARAPETS TOP OF PARAPET SEE ELECTRICAL RECEIVE TEXTURED PAINT N TYP. TOP OF PARAPET 4'-0" N —-——— 44'-0 FORMLINER — — — — — — — — — - ----------- — —— — — — — — — — — FORMLINER PATTERN BC� B B El 1:1 F1 F] F-1 06. o 306A ❑ ❑ ❑ ❑ ]OVA LnA, 303ED FLOOR ` ` ` ° _ FINISHED FLOO —0" — — — — — — — — — — 7t77 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0'-0 m\�w PROPANE STORAGE — 24' WIDE X 18' HIGH FAST SEAL DOOR WITH 8" 3" WIDE X 3/4" DEEP REVEAL — 12" WIDE X 3/4" DEEP HOLLOW METAL FRAME AND DOOR — PAINTED 6' HIGH ORNAMENTAL FENCE WITH GATE AT MAIN ENTRANCE CANOPY — — 1" INSULATED GLAZING IN ALUMINUM SEE 5 / A-103 DIA X 6' HIGH BOLLARDS — TYP. — SEE 3 / A-501 TYP. REVEAL — TYP. WITH 5' WIDE CONCRETE PAD, TYP. OUTDOOR PATIO AREA— SEE 4 / A-103 2 / A-103 SEE 1 / A-401 STOREFRONT SYSTEM 1 OVERALL EAST BUILDING ELEVATION 1 /16" = 1'-0" LUL LUL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 10/30/19 06/10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUE FOR CONSTRUCTION BUILT -TO -SUIT FOR 360 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD Cnl I-rU 1A/IAIMQnE3 %-7LJV I I I VVIVUVVII, CONNECTICUT 06074 SCAN N E L P R© P E R T I E S THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ©Macgregor Associates Architects, Inc. - 1987-2019 FM1 2019-047 EAST AND SOUTH BUILDING ELEVATIONS A=301 a N N O Q m M (2) (3) (4) (5) C6 l ) r 9) 10 11 12 42' - 0" 42' - 0" 42' - 0" 42' - 0" 42'- 0" 42'- 0" 42'- 0" 42'- 0" 42'- 0" 42'- 0" 42'- 0" 10"9'-4" T-10" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 13'-6" 13'-6" 13'-6" 9'-0" 9'-0" IT-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" o 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" o EQ 6 EQ '01EQ EQ IC-EQ EQ I I I KYNAR COATED METAL COPING - I I I TYPICAL AT ALL PARAPETS FORMLINER PATTERN ROOF HATCH BEYOND - GUARDRAIL AT ROOF I 5' X 5' CLERESTORY WINDOW - I 10" THICK PRECAST CONCRETE WALL 1 42" WIDE X 13.5" DEEP 5'- 6 " WIDE X 8' - 6" HEIGHT KYNAR FINISH METAL I WALL PACK LIGHT FIXTURE - TOP OF PARAPET SEE 6 / A-209 HATCH - SEE 7 / A-209 TYP. I PANEL TO RECEIVE TEXTURED COATING SCUPPER -TYP. LOUVER - SEE MECHANICAL AND 4 / A-501 I SEE ELECTRICAL 44' - 0" zz TOP OF PARAPET, -- — --- --- — ------------------ — — 11 J1 --- ----------- — — — — --- — ------ ----- --I — — — — — — — — — — — ------ — --- — ----- --= 38'-0' e 8 MAIN ENTRANCE ❑ F-1 ❑ ❑ ❑ CANOPY BEYOND F F ❑ O co ................... . ... . ......... .... ...... . ... ... ..... ..... . .. O o i w ¢,r I PC 1 1 1°i" 1 'i" 1 ________ _ _ FINISHED FLOOR FINISHED FLOOR ° c \J:L 0'-0"— — — — — — — - — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �I —7s, _. 0'-0" HOLLOW METAL FRAME AND DOOR 12" WIDE X 3/4" DEEP REVEAL - 9' - 0 " WIDE X 12'- 0" HEIGHT KNOCK -OUT 3" WIDE X 3/4" DEEP REVEAL - DAYLIGHTING PIPE - 1" INSULATED GLAZING IN ALUMINUM SEE 3 / A-209 STOREFRONT SYSTEM WITH HALF GLASS TYP. PANEL-TYP. TYP. 3 PARTIAL NORTH BUILDING ELEVATION - EAST 1 /1611 13 14 15 16 17 18 19 20 21 22 23 24) 16'-6" 40 42'-0" 4. 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 0. 42'-0" 42'-0" 42'-0" 60'-Oil 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" IT-6" IT-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" IT-6" 13'-6" 13'-6" 13'-6" 13'-6" 9'-8" 10" EQ EQ EQ EQ I I I KYNAR COATED METAL COPING - TYPICAL 5' X 5' CLERESTORY WINDOW - 3" WIDE X 3/4" DEEP 5'- 6 " WIDE X 8' - 6" HEIGHT KYNAR FINISH METAL I KYNAR COATED METAL COPING - 42" WIDE X 13.5" DEEP AT ALL PARAPETS CONDITIONS TYP. REVEAL-TYP. LOUVER - SEE MECHANICAL AND 4 / A-501 REVEAL-TYP. ROOFLINE BEYOND 12" WIDE X 3/4" DEEP TYPICAL AT ALL PARAPETS SCUPPER-TYP. SEE ELECTRICAL WALL PACK LIGHT FIXTURE - TOP OF PARAPET il 44 - 0" I — — — — — — — — — — — — — — — ---- IF m� IF Ll E3 — FORMLINER PATTERN F TOTT-1 I_I ICI UF 11 I�-I n I IF n n I T_mJF_F;;-_!_ n ® 11 T-f;l n11 ® n _ u u u u u u o o CV M /I N /I k H N H IN A N 11 lk I 7 7 ' — — — —FINISHED— FLOOR _ OF OF. L_ � 10" THICK PRECAST CONCRETE WALL 9' - 0 " WIDE X 12'- 0" HEIGHT KNOCK -OUT 3" WIDE X 3/4" DEEP REVEAL - 12" WIDE X 3/4" DEEP HOLLOW METAL FRAME AND DOOR - PANEL TO RECEIVE TEXTURED COATING PANEL-TYP. TYP. REVEAL - TYP. TYP. 2 PARTIAL NORTH BUILDING ELEVATION - WEST 1 /16" = 1'-0" A B C D E T G H J� 428' - 0" I I I I I I I 60' - 0" 46' - 0" 46' - 0" 46' - 0" 46' - 0" 46' - 0" 46' - 0" 92' - 0" 3'-0" 16'-0" 6'-4" 12'-8" 13'-6" 13'-6" 13'-0" 10'-0" 5' 4" 10'-0" 5'-4" 10'-0" 5'-4" 10'-0" 5'-4" 10'-0" 5'- " 13'-6" 10'-0" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 11'-4" 13'-6" 13'-6" o 13'-6" o 13'-6" o 13'-6" 'IT-6" o 12'-0" 8'-0" 12'-0" 24'-0" 12'-0" 12'-0" 10'-0" EQ EQ EQ EQ EQ EQ 10 ,__7 FORMLINER PATTERN WALL PAC LIGHT FIXTURE - 12" WIDE X 3/4" DEEP 3" WIDE X 3/4" DEEP I ROOFLINE BEYOND 5' X 5' CLERESTORY WINDOW - 10" THICK PRECAST CONCRETE WALL KYNAR COATED METAL COPING OP OF PARAPET - SEE ELEC ICAL REVEAL- TYP. REVEAL - TYP. I TYP. PANEL TO RECEIVE TEXTURED COATING TYPICAL AT ALL PARAPETS TTOP OF PARAPET 8'-0" WE— FORMLINER PATTERN 8 e o ❑ ❑ Lj ❑ ❑ ❑ o,. ❑ o o 11A El El 110 109 106 107 106 106 1,6 116 114 110 1,2 CV M FINISHED FLOOR o ' — — — _ FINISHED FLOG — — — ——— — — — — —— — — —— — — 0,_0" — — — — — — — — — — — - --------- - - - - -- ------------------------------------------------ -- � — — — — — — — — — — — — — — — — — — — — — — — — — — —1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 16' WIDE X 20' HIGH HIGH -LIFT DRIVE-IN DOOR AT CONCRETE STAIR AND RAMP 10' WIDE X 10' HIGH VERTICAL LIFT INSULATED METAL STAIR AND LANDING WITH 6" HIGH HEAVY-DUTY CONCRET 24' WIDE X 18' HIGH FAST SEAL DOOR WITH 8" DIA X 6' HIGH PROPANE STORAGE LOCATION - BOX CAR ENTRANCE - SEE 6 / A-501 WITH RAILING - SEE 1 / A-502 DOCK DOOR WITH SHELTER AND LEVELER - METAL RAILING, TYP. - SEE 5 / A-501 CURB STRUCTURAL BOLLARDS - TYP. - SEE 3 / A-501 SEE 5 / A-103 TYICAL OF 5 - SEE 1 / A-501 9' WIDE X 10' HIGH VERTICAL LIFT INSULATED DOCK 9' WIDE X 10' HIGH KNOCK -OUT DOOR WITH SHELTER AND LEVELER - TYPICAL OF 6 - PANEL-TYP. SEE 1 / A-501 1 1 OVERALL WEST BUILDING ELEVATION 1 /16" = 1'-019 LUL 14 1& 61&w LUL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atianta, Georgia 30339 T 770.432.9400 F 770.432.9934 1 06/10/19 130% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUE FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN NO 1 BUILT -TO -SUIT FOR 360 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 M ' .SCAN NELL P R 0 P E R T I E a THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ©Macgregor Associates Architects, Inc. - 1987-2019 PROJECT NO 10/30/79 2019-047 WEST AND NORTH BUILDING ELEVATIONS A=302 1 2 3 4 5 6 7 42'-0" 42'-0" 42'-0" 42'-011 42'-011 421-Olt I I I I I _ 1 n" Q' _ R" 'I (�' _ R11 i n, _ Fi" Q' _ ii" 1 �1 _ (i° 'I �' _ R" 1 Z' _ C," 1 Z' R" 4 Z1 R" 4 4� G�1 d 4� G�� 7 A 1 nn w nl i+n w nl nn w nl nn w nl 11 L.., -� IV -v IV -v IJ -v IJ -� cY -v IJ -0 IJ -t� 13 -t� l3 -6 131-611 131-6" 16'-(j- S-201 S-202 S-203 S-204 S-205 S-206 S-207 S-208 S-209 S-210 S-211 S-212 S-215 S-216 S-217 S-218 S-219 1' - 4" 27' - 10" 1' - 611 O O 0 S-213 S-214 0 0 0 0 0 FORMLINER PATTERN N I EQ 5'-0" EQ EQ 5'-0" EQ EQ 5'-6" EQ 6'-611 3'-611 3'-6" R.O. R.O. NOTCH w 101/2'1 CL � w � � � � 51_311 0) LL 1 i -Of 0 LL `O �° O 0 M 1 rn II II M 19' - 10 1 /2" o II M II 1 II 1 N— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ' — , O t— — — — — — — — — — — — — — — — — — — II 6'-0" - - - - - - - - - - - - - — — — — — — — — — - - - - - F1 °° � FINISHEQ FLOG 3' - 011 FINISHEQ FLOOR 1'-31' 0'-0'1 M 1 EQ �3' - 4" EQ EQ �3- - 4" EQ 241- 011 EQ 3' - 4" EQ R.O. R.O. R.O. R.O. 4 PARTIAL SOUTH PRECAST PANEL ELEVATION S-201 THRU S-219 1 /8" = 1'-0" 91-911 EQ 161-011 EQ 32'-0" 46'-0" 92'-0" 0 o FORMLINER I I I I 1 W _I 0 _ I M 1 0 It z 1 � M 131-6" 131-611 13'-611 13'-611 13'-611 13'-61' I 9'-611 8'-0" 13'-611 24'-0" 1.31-6" 101-611 1r11-�I' E-124 E-125 E-126 E-127 E-128 E-129 E-130 E-131 E-132 E-133 E-134 E-135 �-136 iv 1'-611 17'-611 1'-6" —7 T- FORMLINER PATTERN 21-011 EQ 5' - 0" EQ I I 5' - 10 1/2" — — II_ _ _ c c1' - 10 1 /2" o _ — — R.O. — — — I— 1- =—21-011 _�___�_U Q-- Ct Fh CL2' - 1 1 /2" 51-311 r I� ' w 4' II II c _ W 2'-0" - --- - - - - -- - - - - -� II ----II--------- -- ---- --------------------- - - -- I��-_ __� �� 21.011� 1 11 w _ - -- j - - - - - - - - - - - - - i -� - - - -I I - i - - - - - - - - -1 - o - - - - - - - - - - - - - - - - - - N - - - - - - c1 = w q. Iff11 _ 4O I I II �� II I N I � �II (L I z �� U II I I II I I o 1— — —= —t=— l — 21_0 11 04 M i II II i - II M co4 I I I I 19' - 10 1 /2" ``' II A-3o8 II II � � II I I I I I 141 - 011 II II II M I I ' II II ,► N 11.OII —1' - 0" - - - - - - - - - - - - - - - "' o - - - - - - - - - - - - I II II I � d II 5' - 11 1 /4" 5' - 11 1 /4" II —IL --- - FINISHE FLOOR 3' - 0 3/4" 00 II 3' - 0 3/4"- FINISHE FLOOR M L - — - — - — - — - — I - 1 M I ' 24' - 0" EQ 3' - 4" EQ R.O. R.O. 3 REVEAL LAYOUT 2 PARTIAL EAST PRECAST PANEL ELEVATION (E-124 THRU E-136) 1 /8" = 1'-0" 1 /8" = 1'-019 A C D E F 601 Of' T 46'-011 46'-Olt 46'-0" 46'-0" 14'-0" 9'-91, 9'-5" 11'-5" 12'-011 10'-011 8'-9" 12'-0" 6'-8" 12'-0" 12'-011 9'-011 9'-011 13'-61' 13'-61' 13'-6" 13'-611 7'-3" 13'-61' 13'-611 13'-61' 13'-611 13'-611 T-31 3 E-101 E-102 E-103 E-104 E-105 E-106 E-107 E-108 E-109 (E-- 1-1-0) E-111 E-112 E-113 E-114 E-115 E-116 E-117 E-118 E-119 E-120 E-121 E-122 E-123 A-305 Z� ------ ------ 1'-6" 58'-5" 1'-6" EQ 5'-0" EQ FORMLINER PATTERN N R.O. 1 11 ME = — — _ — _ _ — — _ = EQ i= c z 7 - 10 1 /2 C _ C C :_ E _ C t= C C -� o W -- �, II II II II CD 0 Z -----II ---II - - -- - - -- - - -- - - ------------- - - - - ---II----II- ———————————————— �- c I I - �------Ir--- - - - - -- - - -- - - ------------- - - - - ---II----II- -- -------- - - - - -- O M M _M _ ----- -- -- -- ----- II II II II 26'-11/2"LO o - o I o co - - _= o =___= II II M II II M LO co co 60 bo v I _ _ _ i I_ ---=�1 i -- __ -- - --__ _ ----- ----- ____= II II II II a _ 121-011 N =o II II _ II II 1 c IN I I II I o R.O. - ----- I - - -- - - ----- -- ----- ----- --N ----------- - - - - ------------ - - - - -- ------ ---- ----- --- -_ -- -- __ - - - - -- - - - -- - - - -- - ----- �I- - - - II - N—II----II- -- - - 11_O11 o I II II II M I d �,, I I I I I I I 5' -11 1 /4" �o �o FINISHED FLOOR � — — FINISHED FLOOR 1'-31 0'--. M ----- ----- EQ �3'- 4 EQM6'-6" 6'-6"li6- 6'-6" 5'-2" 6'-611 2'-9" 10'-0" 8'-9" 12'-011 6'-8" 11 1 R.O. R.O. 21 _ 611 R.O. R.O. R.O. R.O. R.O. 1'-7" 1 PARTIAL EAST PRECAST PANEL ELEVATION (E-101 THRU E-123) 1 /8" = 1'-011 LUL LLLL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 ,e O GOIVNF ��1 "A 10/30/19 BUILT -TO -SUIT FOR 360 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 �- SCAN N E LL P R O P E R T I E S THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. CD Macgregor Associates Architects, Inc. - 1987-2019 ARCHITECTURAL: BACKGROUND PLANS - 02/03/20 CIVIL: CIVIL PLAN - 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C - 09/13/19 ' .. PROJECT 10/30/19 2019-047 PANEL ELEVATIONS (E-101 THRU S-219) FOR REFERENCE ONLY -305 131-6" 131-611 13'-611 13'-611 13'-611 13'-61' I 9'-611 8'-0" 13'-611 24'-0" 1.31-6" 101-611 1r11-�I' E-124 E-125 E-126 E-127 E-128 E-129 E-130 E-131 E-132 E-133 E-134 E-135 �-136 iv 1'-611 17'-611 1'-6" —7 T- FORMLINER PATTERN 21-011 EQ 5' - 0" EQ I I 5' - 10 1/2" — — II_ _ _ c c1' - 10 1 /2" o _ — — R.O. — — — I— 1- =—21-011 _�___�_U Q-- Ct Fh CL2' - 1 1 /2" 51-311 r I� ' w 4' II II c _ W 2'-0" - --- - - - - -- - - - - -� II ----II--------- -- ---- --------------------- - - -- I��-_ __� �� 21.011� 1 11 w _ - -- j - - - - - - - - - - - - - i -� - - - -I I - i - - - - - - - - -1 - o - - - - - - - - - - - - - - - - - - N - - - - - - c1 = w q. Iff11 _ 4O I I II �� II I N I � �II (L I z �� U II I I II I I o 1— — —= —t=— l — 21_0 11 04 M i II II i - II M co4 I I I I 19' - 10 1 /2" ``' II A-3o8 II II � � II I I I I I 141 - 011 II II II M I I ' II II ,► N 11.OII —1' - 0" - - - - - - - - - - - - - - - "' o - - - - - - - - - - - - I II II I � d II 5' - 11 1 /4" 5' - 11 1 /4" II —IL --- - FINISHE FLOOR 3' - 0 3/4" 00 II 3' - 0 3/4"- FINISHE FLOOR M L - — - — - — - — - — I - 1 M I ' 24' - 0" EQ 3' - 4" EQ R.O. R.O. 3 REVEAL LAYOUT 2 PARTIAL EAST PRECAST PANEL ELEVATION (E-124 THRU E-136) 1 /8" = 1'-0" 1 /8" = 1'-019 A C D E F 601 Of' T 46'-011 46'-Olt 46'-0" 46'-0" 14'-0" 9'-91, 9'-5" 11'-5" 12'-011 10'-011 8'-9" 12'-0" 6'-8" 12'-0" 12'-011 9'-011 9'-011 13'-61' 13'-61' 13'-6" 13'-611 7'-3" 13'-61' 13'-611 13'-61' 13'-611 13'-611 T-31 3 E-101 E-102 E-103 E-104 E-105 E-106 E-107 E-108 E-109 (E-- 1-1-0) E-111 E-112 E-113 E-114 E-115 E-116 E-117 E-118 E-119 E-120 E-121 E-122 E-123 A-305 Z� ------ ------ 1'-6" 58'-5" 1'-6" EQ 5'-0" EQ FORMLINER PATTERN N R.O. 1 11 ME = — — _ — _ _ — — _ = EQ i= c z 7 - 10 1 /2 C _ C C :_ E _ C t= C C -� o W -- �, II II II II CD 0 Z -----II ---II - - -- - - -- - - -- - - ------------- - - - - ---II----II- ———————————————— �- c I I - �------Ir--- - - - - -- - - -- - - ------------- - - - - ---II----II- -- -------- - - - - -- O M M _M _ ----- -- -- -- ----- II II II II 26'-11/2"LO o - o I o co - - _= o =___= II II M II II M LO co co 60 bo v I _ _ _ i I_ ---=�1 i -- __ -- - --__ _ ----- ----- ____= II II II II a _ 121-011 N =o II II _ II II 1 c IN I I II I o R.O. - ----- I - - -- - - ----- -- ----- ----- --N ----------- - - - - ------------ - - - - -- ------ ---- ----- --- -_ -- -- __ - - - - -- - - - -- - - - -- - ----- �I- - - - II - N—II----II- -- - - 11_O11 o I II II II M I d �,, I I I I I I I 5' -11 1 /4" �o �o FINISHED FLOOR � — — FINISHED FLOOR 1'-31 0'--. M ----- ----- EQ �3'- 4 EQM6'-6" 6'-6"li6- 6'-6" 5'-2" 6'-611 2'-9" 10'-0" 8'-9" 12'-011 6'-8" 11 1 R.O. R.O. 21 _ 611 R.O. R.O. R.O. R.O. R.O. 1'-7" 1 PARTIAL EAST PRECAST PANEL ELEVATION (E-101 THRU E-123) 1 /8" = 1'-011 LUL LLLL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 ,e O GOIVNF ��1 "A 10/30/19 BUILT -TO -SUIT FOR 360 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 �- SCAN N E LL P R O P E R T I E S THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. CD Macgregor Associates Architects, Inc. - 1987-2019 ARCHITECTURAL: BACKGROUND PLANS - 02/03/20 CIVIL: CIVIL PLAN - 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C - 09/13/19 ' .. PROJECT 10/30/19 2019-047 PANEL ELEVATIONS (E-101 THRU S-219) FOR REFERENCE ONLY -305 a LO C6 7: O N O M 20' - 6" a 01 21 22 23 24 10'-6" 10'-0" 33'-0" 42'-0" 42'-0" 60'-0" 4 24'-0" 13'-6" 13'-6" 13'-6" 7'-6" 13'-6" 13'-6" 13'-6" 13'-6"1. 13'-6" 13'-6" 12'-0" 11'-2" 10" A-306 Q FORMLINER E S-260 S-261 S-262 S-263 S-264 S-265 S-266 S-267 S-268 S-269 S-270 S-271 S-272 EQ 5'-6" EQ EQ 5'-Of' EQ EQ 5'-0" EQ — — — _- — — — — — FT- 6„ 3' 6� 4' _ 0„ 2' _ 6„ 12' 6" R.O. R.O. I I — — — — — — — — — PL 9— Q _ NOTCH 1' - 0" I � I � I oZ 16'-0" I ' -1 o o O ILL o , , Ci ff Ir _ I ----- ---- ee) W Q ' 00 14'-0" I d M c' I II II II ' II 25' - 3" - M _ _________ ____________ _ ___ I III rn _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 0 _ _ _ _ _ _ _ _ _ _ _ 1' - 0" EDGE — — — — — — — — — — II `�' p — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N — — — — — — — — — — — II ' 5' - 11 1 /4" o II — FINISHED FLOOR— — — — — — — — — ~ — — — — — — — — — FINISHE FLOOR M_ ---------- ------ 24'-0" EQ 3'-4" EQ M R.O. R.O. 4 REVEAL LAYOUT 3 PARTIAL SOUTH PRECAST PANEL ELEVATION (S-260 THRU S-272) 11811 /8" = 1'-0" 1 /8" = 1'-0" 14 15 16 17 18 19 20 10'-6" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 40 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 9'-0" 13'-6" 24'-0" 13'-6" 9'-0" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" S-240 S-241 S-242 S-243 S-244 S-245 S-246 S-247 S-248 S-249 S-250 S-251 S-252 S-253 S-254 S-255 S-256 S-257 S-258 S 259 N 6'-6" 3'-6" 3'-6" 3'-6" EQ 5'-6" EQ EQ 5'-0" EQ EQ 5'-6" EQ 'NOTCH 611 NOTCH R.O. R.O. R.O. 10 1 /2" 5'-3" o 0 0 — — — — — — 11_011— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — 0 0 0 N fDQ ink c0� 00 �-' 00 Q' O L .—J 0 19' - 10 1 /2" M 00 i co M 00 M — r O— N 6'-0" _ _ _ 3'-0" FINISHE FLOOR EQ [3'- 4" EQ EQ 13'- 4" EQ 24' - 0" 10 EQ 3' - 4" EQ EQ T - 4" EQ R.O. R.O. R.O. R.O. R.O. 2 PARTIAL SOUTH PRECAST PANEL ELEVATION (S-240 THRU S-259) 11811 = 1'-0" 8 9 10 11 12 13 40'-6" 42'-Of' 42'-0" 42'-0" 42'-0" 42'-0" 31'-6" 13'-6" 4. 13'-6" 10 9'-0" 13'-6" 24'-0" 13'-6" 10 9'-0" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 24'-Of' 13'-6" 13'-6" 13'-6" S-220 S-221 S-222 S-223 S-224 S-225 S-226 S-227 S-228 S-229 S-230 S-231 S-232 S-233 S-234 S-235 S-236 S-237 S-238 S-239 (V EQ 5'-6" EQ 3'-6" 3'-6" L.4'-0" L. 1'-Oil EQ 5'-0" EQ EQ L, 5'-0" EQ EQ 5'-6" EQ R.O. NOTCH „ 2 -6 R.O. R.O. 1'-101/2" 5'-3" o — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — - — — — — — 0 o � o i N O o � � 0 M oil 19' - 10 1 /2" co 00 co M 00 M M LO — 1._0il — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — , — — — — — — — — — — -- — -� — — — — — � � N 6'-0" 3' - 0" 00 FINISHE FLOOR 5'-1" IT-4", 5'-1" 24'-0" EQ 3'-4" o EQ EQ !.T-411� EQ 24'-0" `? R.O. R.O. R.O. R.O. r- 1 PARTIAL SOUTH PRECAST PANEL ELEVATION (S-220 THRU S-239) 1/8" = 1'-011 LUL LUL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 Oi PGf� �•` i C•, ff-,ha� 00 10/30/19 BUILT -TO -SUIT FOR 360 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 b.� SCAN N E L THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANYWAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ©Macgregor Associates Architects, Inc. - 1987-2019 DATE PROJECT NO 1 1 1 1 PANEL ELEVATIONS (S-220 THRU S-272) FOR REFERENCE ONLY A=306 0 00 NISHEq FLOOR T r' �r 4 1/8" = 1'-0" 3 1 /8" = 1'-0„ 24 1011 9' - 81' ,, 13' - 6" ,, .1-a N-401 (N402 1'-211 20'-011 2'-011 FORMLINER PATTERN 23 M 21 20 19 60'-011 42'-011 42'-011 42'-011 42'-0" 39'-Oil 13'-6" 13'-6" 13'-611 13'-611 13'-6" 13'-6" 13'-6" 13'-611 13'-611 13'-611 13'-611 13'-611 y 13'-6" y 13'-611 y 13'-611 y 13'-611 y 13'-611 y 13'-611 N403 I N-404 N-405 N-406 N-407 N-408 N-409 N-410 N-411 N-412 1 N-413 1 N 414 1 N-415 1 N-416 1 N-417 1 N-418 1 N-41D N 420 _ EQ 5'-0" EQ L 0 EQ 5'-611 EQ 1'-011 1'-0" 1 R.O. 91_p11 31_611 31_611 1. g1_p11 z cm-- -- --- - 'NOTCH 'NOTCH w I I I I r 1' -10 1/2" - I�--li------II IF -- - � -�I II- - T--II--------- II �N =_ Z51-311 _ - J-- - -- ------------ _� 1 II II - - - - - - - - - - II II- - - II I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -II II - - - - - - - - - - - - - - - - - - - - - 1 11 o rI - -- II r -I - - - - -- II- -- �I--- - - ---- -- ------ -------------------II �- ---II II---------------1-0 -- LL - I II II II II 71!m� os II II CDri II �I II II II II —o — — — — — — II II II II L—J II II �� II �IBO�J II II II II �� II � II II II II I II II II II N II II II II II - II II II II 3 SiM. I II II II II II II II II 19'-101/2" o I II � II II II II A-3o7 II II II iI II II � II II co II N II II II II I II II II iI II II �' II II N d' II II II II II � II II �, II II II II II-- ------- /IIII �I \ /IIII IIII -- --II 1'II -'`-� - - 1'-0" _�` - - - -- - - -�- - - - - — - - - - - —�--- - - --------—----------- - -- ----- - —�- -II__ _ _I I_- -_ _ --- - - --� OD 6'-0" / II I _ / \ II = /_/\ I I1 oI-L I 1 I 1 Iu/� : /Y\ 1 I I 104— �I-/ I I -/-\-I f31_p"\ \ FINISHE_ FLOORboo — oo , bo 4'-1111 1 N 3'-4" 4'-8" •—•---------•------ EQ 9' - 0" EQ R. 0. KNOCK -OUT PARTIAL NORTH PRECAST PANEL ELEVATION (N-401 THRU N-420) 13'-6" 1. 13'-611 12'-311 11_311�1-311'-oil 11_31' IIfIr____ -811" II II II 5' - 3" ______II II II _ —1'-0"EDGE II II II II II II II II II II II II II II 119- - 10 1 /2" II II II II II � II II II II _17 — — — —7 -II IC — — — — j _1'- 0" EDGE 61_0 11 / \ 3'-0" A — — — Z_ — 2IN REVEAL -LAYOUT I 10'-01, 12'-011 12'-011 W-3o1 W-302 W-303 EQ 19' - 0" EQ FORMLINER PATTERN N N Z W 1 � J of O LL — — — — — 1 1.0 g Ch- ' II I I co _ II � II II II II II zo 12� FINISHE FLOOR i? 1 e- Q N 1 0 IN Cl 1 /8" = 1 1 -011 M 92' - 0" 24'-011 W-304 2 1 /8" = 1'-0" 12' - 011 81 _ p 11 W-306 W-305 1 = = = = = = = = = = = � = = = = 1 = *_ = -t- = PARTIAL WEST PRECAST PANEL ELEVATION (W-321 THRU W-338) N 0 d _ M O 1 CV 1 M O BOTTOM OF PANEL _ �-4' - 11" B.F.F. T - r M PARTIAL WEST PRECAST PANEL ELEVATION (W-301 THRU W-320) H T46'-011 46'-011 13'-611 13'-611 13'-611 13'-611 13'-611 A 13'-6" W-308 W-309 W-310 W-311 W-312 W-313 EQ 5'-Oil EQ R.O. F E 46'-Of' 29'-10" 11'-411 13'-611 13'-611 13'-611 13'-611 13'-611 10'-01 W-314 W-315 W-316 W-317 W-318 W-319 W-320 5' - 10 1 /2" 5'-311 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1'-0" Off M M ------ _ _ -- - -- I\bo 1 c EQ 3'- 4" EQ EQ 9' - 0" EQ EQ ' - 411EQ R.O. KNOCK -OUT 3R.O. 1 I N I 2' - 311 _ 011 21 _ 3" TYPICAL 19' - 10 1 /2" 11 - p11 6'-011 3'-011 FINISHEQ FLOOR p1 _ p11 r 4'-1111 1 LUL Lt tL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 /1UanCa, Georgia JUJJe T 770.432.9400 F 770.432.9934 fit 0 (, V 10/30/19 CONSULTANT RECORDPRINT NUMBER DATE DESCRIPTION 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUE FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN NO 1 PROJECT.- BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL - P R 0 P E R 1' I E S THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ©Macgregor Associates Architects, Inc. - 1987-2019 BACKGROUNDREVISIONS: ARCHITECTURAL: BACKGROUND PLANS - 02/03/20 CIVIL: CIVIL PLAN - 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C - 09/13/19 �PROJECT No 9' 10/30/19 2019-047 SHEET TITLE PANEL ELEVATIONS (W-301 THRU N-420) FOR REFERENCE ONLY SHEET NUMBER A-307 FOR CONSTRUCTION J 5 4 3 2 1 36' - 0" 42' - 0" 42' - 0" 42' - 0" 42' - 0" if 13'-6" I 2'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 9'-0" 9'-0" 13'-6" 13'-6" 13'-6" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 7'-10" 9'-4" 10" (L 8'-6" rL 2'-6" N-459 N-460 N-461 N-462 N-463 N-464 N-465 N-46 N-467 N 468 N-469 N-470 N-471 N-472 N-473 N-474 N-475 4'-3" 1 5'-0" 4'-3" 4'-0" o 5'-6" 1 4'-0" 3'-6" 3'-6" If 4'- Oil 2'-6", 1'-0" N EQ 5'-0" I EQ o R.O. R.O. NOTCH R.O. ;a N 7' - 10 1 /2" I _ 1' - 10 1/2" 2' 9"IIIII —6' 6—"�1IIIIII —9— I —�6' 6—��" �I IIIIIIII —9—- 9" ORMLINER2�— FO MLINER FORMLINER —rN— Uj _ — — _ _ _ _ _ — — _ _ N11 T-1 T-11 r Z 5'-3" -- _ ______ __o UL ——� II -- -— I 1'-0„ op 'FORMLIE �z 26 - 1 1/2 II 00 II II w co -ooN-oN oo a z = L 0) M26'- 101/2" <II ° o W II U- _ JC 60Ur) IF 0"EDGE: — _ICLL- _o 5' -11 1 /4° II I I II II II II II II II it d N L? 4'- 3 3/4"oil O� 3 - ° 1 `" 00 II II I I II II FINISHED FLOOR FINISHE FLOOR --�l -k— a 11 11 1 1 1 11 11 L j- C? I ( COORDINATE SIZE OF OPENING WITH PIPE EQ �3'-4" EQ 8'-2" 3'-4" 2 -° 2'-9" 6'-6" 2'-9" 3'-4" 5'-11" 2'-9" 6'-6" 2'-9" SIZE 9'-4" 01 R.O. R.O. R.O. 21_911 R.O. R.O. 4 REVEAL LAYOUT 3 PARTIAL NORTH PRECAST PANEL ELEVATION (N-459 THRU N-475) 1/8 V1 = 1'-0" 1 /8" = 1'-0" 11 10 9 8 7 6 40'-6" 42'-Olt 42'-Oil 42'-0" 42'-0" 42'-0" 6'-0" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" If 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" if 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 01 '01 '01 '01 '01 '01 N-440 N-441 N-442 N-443 N-444 N-445 N-446 N-447 N-448 N 449 N-450 N 451 N-452 N-453 N-454 N-455 N-456 N-457 CNI-458 3'-6" 4'-0" 3'-6" 0lt iV 6" NOTCH 'NOTCH ��I-- —I -1�— —IF-- � �I II T 5' - 3" II II II II II II II II II II II II -- II 11 11 II _ — --— _— I II__ —_—II II II — — — — — — — — — — — — _ —_ -- II----- - -- — —— — — — — —— — — — — ———————— — — — — — — — — — — — ------I — — —— — — — — ———————— — — — — ———— — — — —II I� ---� II -- — — — — —— — —— — — — — ——— — -- — — — II II II II II II II II II II II II II II II II II II 11 II II II II 11 II II II II II II 11 II II II o II II _ II II II II `';' II II II II II II M II II II II II II II II II II N 19' -101 /2" M II II II II co_ bo M II II II II II II IIM II II II II co M II II II II II 11 II II II II II M II II II II II II II II II II II II II II II II II II II II II II II II ---------- =�1' III III---=71-I II — — — — — — '— — — — — — — — — —' — — — — — ' — — — — — — — — — — — — II C — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I II — — — — — — — — — — — — — — — — — — — — — — — — — I II II 11 II II II II II 1 6-0 IL 11-- JLI_ \/ I I \/ I I \/ I I \/ I 3'-0" FINISHE_q FLOOR — — 1 — �� — �� — �� T� — �_ oo O — +� — �— \ F NISHE FLOOR 0-0 — — — — — — — — — oo� — — — — — — — — — — — — — — — — — — — — — — — — — 0-0 M `r Co. lop 5' - 1" 3'- 4" R.O. 7' - 4" 3' - 412' - 10" R.O. 2 PARTIAL NORTH PRECAST PANEL ELEVATION (N-440 THRU N-458) 1 /8" = 1'-0" 18 17 16 15 14 13 12 16'-6" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 1'-6" 13'-6" 13'-6" if 13'-6" 13'-6" if 13'-6" 13'-6" 13'-6" ap 13'-6" 13'-6" IF 13'-6" if 13'-6" if 13'-6" Ip 13'-6" 13'-6" 13'-6" 13'-6" 10 13'-6" p 13'-6" 10 13'-6" 13'-6" N-420 N-421 N-422 N-423 N-424 N-425 N-426 N-427 N-428 N-429 N-430 N 431 N-432 N-433 N-434 N-435 N-436 N-437 N-438 N-439 EQ 5'-0" EQ �EQ 5'-6" EQ 4'-6" 3'-6" to 3'-6" 13'-6" R.O. R.O. 'NOTCH 2' - 0" 1' - 10 1/2" =1 AL_ _ _ — — — — — — — — — — — — — — — — — — — — — — — - 5'-3" II II II II II II II II II II II II --— ----- II II_ --II II----- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — —1 0— II11------ ------------------ ------------11 II—--ri----- — — — —— — — — —————————— — — — —II 1r-----II II------ — — ——— — — — — ——— -- — — —— o p II II II I II II II II II II II II II II II II II II o II II II II II II II II II II II IIboII II II II II II II II II II II II II II II II `'° II II 19' -101 /2" II II II II II II II II II II Mbo II II II II II II II II II II II II II II M II II II II II II II II II II II II °' II II II II II II II II II II II II t— II II II II II II II II II II II II �- I �I \ /�I I \ —/ �I — —— — — _�, — — ——— —— —�— �— — — — — — — — —I-----I�—/�I —�I \— — — 6'-0" � =1 = _� — 1= I= _/ — 11_ =1� _ = I� u 1= _/ _ _ _ _\_ =1= _ _/�_ _ =1= _/ _ II I _ _ ll II _\_ =1= _ _�\_ _ =1= _/ _ _ _ _\_ -1 =lI = =II l� _ _ _\_ =1= _ _/�_ _ =1== _/- _ 1 / 3'-0" -I- 1 \ -I - - I- / - I- - I - —f-� - �� - -�� - f- -ff - �-f- �� - �f- - I�� - - I - \ �- -\ } - O - I \ I f \ \ / - I- - FINISHED o Oo 00 4'-11" — — 'v EQ �T- 4"EQ EQ �3'- 4"EQ R.O. R.O. 1 PARTIAL NORTH PRECAST PANEL ELEVATION (N-420 THRU N-439) 1 /8" = 1 ,-011 LUL LUL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 A C� .-.as44W4 4 � •� 10/30/19 BUILT -TO -SUIT FOR 360 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL I P R O P E R T I Ea THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ©Macgregor Associates Architects, Inc. - 1987-2019 PROJECT 10/30/19 2019-047 PANEL ELEVATIONS (N-420 THRU N-475) FOR REFERENCE ONLY P co It 7t 0 N O M PREFABRICATED GUARDRAIL - SEE 6 / A-502 PIT LADDER - SEE 7 / A-502 — O •o •o \ o�o • 0 0 8 THICK CONCRETE REINFORCED SLAB OVER 15 MIL. VAPOR RETARDER\\\\\/\\\ \\\\\�/�l`I/\\/\ • g 6" CRUSHED STONE AS j \ \ /X \ \\ \\ \\ \\ \ \\\\ 4 0.q... 0 q. 4 \\\SX / / \ o 0 0 WALL SECTION AT BOX CAR 7'-1" CENTERLINE OF RAIL I I i I I A 10" GALV. STEEL COPING WITH KYNAR FINISH P.T. WOOD NAILER AT ALL PARAPET CONDITIONS TOP OF P RAPET• 44' - 0" ° I 1 cV o ° FULLY ADHERED BASE FLASHING ROOF MEMBRANE AT PARAPET - TYP. 00 I I N 1 3 co A-208 o MECHANICALLY ATTACHED SINGLE -PLY 60 MIL. TPO MEMBRANE ON 1/4" DENSDECK ROOF BOARD OVER ' RIGID INSULATION (R=30.0) AND METAL DECK o ° BOTTOM QF DECK 35' 10 1 /2" z /7L 1:1.j O 1 to w O r Z J O LL 4- - o :-_ STEEL JOIST - SEE STRUCTURAL 19 FORMLINER PATTERN 16' WIDE X 22' HIGH MOTORIZED INSULATED HIGHLIFT DRIVE-IN DOOR - SEE 6 / A-501 0 .S PAINT INTERIOR FACE OF WALL PANEL 10" THICK PRECAST WHITE - TYP. ° INSULATED CONCRETE WALL Y PANEL TO RECEIVE TEXTURE LL U COATING - TYP. Q LU _ LL N O o C)O r LOO Cl) m ff;mm 11'-0" ::I SLIDE BAR LOCK CAST -IN -PLACE DRIP `��= A • -• - •- • •� • D- D••- ■ ■ ■ ■CARD READER 'HOLLOW METAL FRAME \ �' • CONCRETE 5'X 4" THICK I■ ■I ISTOMP NCRETE STOMP i W �IIIIIYii�ll��; r!1►,'�.�'`: , _ � - - � • � _ w•►rl�l�r���*1'111�fIA►jIRw�1 �wA�.,��iA►`����'Ir� �-- �r+►�r .� - _ � rar r.r,v' � .`rr�r .�v��wr,:vr �. w�.w�/,r► � ' r�r�r�r�r.r.r.r.r.r.r.r.r�r�1.I.r�r.r.r.r•r.r�r.r.r�r�r�I�r�r�r�l��r�r�r , r•r.r.r.r.r.r�r�I�r.r.r�r�r�r�r�.r�r.r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r •. I­_w d Q oQ 1 a �LL �O a_ 0 TOP OF PARAPET , 11 11 N 24 GALV. STEEL COPING WITH KYNAR i01 10" FINISH AT ALL PARAPET CONDITIONS FORMLINER PATTERN 10" THICK PRECAST INSULATED CONCRETE WALL PANEL TO RECEIVE TEXTURE COATING - TYP. CAST -IN -PLACE DRIP o C 1. 0 0 0 P.T. WOOD NAI LER FULLY ADHERED BASE FLASHING ROOF MEMBRANE AT PARAPET - TYP. MECHANICALLY ATTACHED SINGLE -PLY 60 MIL. TPO MEMBRANE ON 1/4" DENSDECK ROOF BOARD OVER RIGID INSULATION (R=30.0) AND METAL DECK STEEL JOIST - SEE STRUCTURAL PAINT INTERIOR FACE OF WALL PANEL WHITE - TYP. 3" DOOR TRACK TOP OF PARAPET, 38' - 0" n i O 1 O �t O Y F— U � w� 0 LL Q cO N C T 0 O r O 1 m� M M O frf LL U w Fy 5 LtLL LL LL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 CONhi��a�! .dam "C ! G Iti Pi tiT p �� 1 t 10/30/19 06/10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUE FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN NO 1 BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLINGTON ROAD 1 1 SOUTH WINDSOR, N N CONNECTICUT 06074 16' WIDE X 22' HIGH MOTORIZED INSULATED HIGHLIFT DRIVE-IN DOOR - SEE 6 / A-501 O FINISHED FLOOR — — - -0" 0'-0" °- RAILROAD TRACK BY RAILROAD U —� CONTRACTOR LQ I 1 N c� co LLLL O 0 1 1 /2" = 1'-0„ z CANNELL Z fix'. P R O P E R T I E S o W 'O N 0 HOLLOW METAL FRAME AND DOOR - BEYOND _ — —FINISHED FLOOR 0'-01, / DRAINAGE COURSE BY RAILROAD CONTRACTOR - VERIFY SUBGRADE DEPTH / / / / / B °°°°°°°°°°°°°°°°�°°°° \\ \\ \\ \\ \\ \\ \\ \\ 6' ° ° ,cp`,� ,\c4� C� c�,�tR Sao 0 0 0 0 0 0 0,o SQr 54�4RrSRoS�°S�ioofpo 0 60 0 / / \ •° /CONTI N O/US C/ONCRETE/FOOT\I G \\ \\ \\ \\ \\ \\ \\ \\ \ • . d o \\ \\ \\ \\ \ \\ \\ \\ \\ /\ // /\ /\ /\ //o• e \SEE STRUCTURAL FOR SIZE AND WALL SECTION AT DRIVE-IN DOOR FOR BOX CAR RAIL M THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. DATE PROJECT NO 1 1 1 1• SHEET TITLE SECTIONS AT BOX CAR MACCaRFCOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta C�anrnia -,iniq 1 T 770.432.9400 F 770.432.9934 30% REVIEW SET 50% REVIEW SET PRICING SET/PROGRESS SET 95% REVIEW SET PERMIT SET ISSUE FOR CONSTRUCTION CHANGE BULLETIN NO 1 BUILT -TO -SUIT FOR 360 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 �.. SCANNED. P R O P E R T I E S THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. QMacgregorAssociates Architects, Inc. - 1987-2019 DATE PROJECT NO 1 1 1 1 CUID'C I AnnCD VI IIr V Lmfm%LrLJ`LX PLANS, SECTION AND ISOMETRIC Am405 N M t 0) O N O M CONTRACTOR TO COORDINATE ROUGH CONCRETE TILT -UP 3" x 3" x 1/4" STEEL ANGLE - AT INTERIOR OPENING SIZE W/ ACTUAL LOUVER SIZE'` WALL PANEL CORNERS. LEAVE 1/4" GAP BETWEEN / ANGLES,. THE SIDE ANGLE WILL STOP �( SHORT OF THE BACK ANGLES; DO NOT NOTES: ° WELD ANGLES TOGETHER PAINT COLOR TO WELD AND GRIND ALL RAILING JOINTS SMOOTH 10 ° 5' - 0" BE DETERMINED CONTRACTOR SHALL FIELD VERIFY ALL o3'- 0" 1' - 8" DIMENSIONS PRIOR TO RAIL FABRICATION 4" ° e 4ee s o • b: .s VARIES SEE FLOOR PLAN EQUAL TREADS AT 11" 1' - 0" I 1/4" SHIM W/ BACKER ROD AND11 3" 10 1' - 011 I SEALANT - TYP. ALL 4 SIDES pQ`i 2" NOMINAL GALVANIZED o 2" NOMINAL GALVANIZED I 5� CAST -IN PLACE STEEL PIPE GUARDRAIL o STEEL PIPE GUARDRAIL \IIIIIIIIIIIIII I I I! f ,o ° LEVELER PIT INTERIOR i EXTERIOR � 1 1/4" NOMINAL GALVANIZED STL PIPE HANDRAIL _ _ _ _ _ 1 1/4" NOMINAL I ° WELDED TO VERT. POSTS - MAINTAIN 1 1/2" CLEAR = GALVANIZED STEEL INSECT SCREEN 1 _ C° BETWEEN RAIL AND POST w — — — — — PIPE HANDRAIL I C° PREFINISHED METAL LOUVER / b' c� REGULAR DUTY GALV. "GRIP STRUT" SAFETY CO � w �`—�, _ _ _ _ _ REGULAR DUTY GALVANIZED I DAMPER W/ REAR FLANGE MOUNT - ° METAL GRATE SAFETY a, c`' _ GRATING LANDING AND TREADS 'r' w > — — — — — GRATING LANDING & TREADS I SEE MECHANICAL 3" x 3" x 1/4" STEEL ANGLE I GALV. METAL 14GA STEEL F- 0 e ° PLATE RISERS C° ti - I LAMINATED VERTICAL DOCK a: \ __ __ — — c, I BUMPER - 11" x 20" x 4 1/2" SECURED IIII� g co Z XX _' STEEL PIPE BOLLARD - I TO WALL W/ EXPANSION ANCHORS AND SEE 1/ A-503 I WELDED TO EDGE ANGLE a 0 r` •o• C 8 x � � _ O 11.5 co O Q � (A 5'-0" STEEL - w w ° TUBE I U) o b ° �. SUPPORT co >LU RAr•T w I AT w Ir% r%I w IlkI A RAI -Mr A 1 1 I11 1t irn rYr1r%1r r%1T 1nnAA1'`TP11n ,, �• 1_7 IVIC I AL*Z)I /ylK- t' LAN �F IVIC I HL LVV V Cf''C L VVlr1'� 1''1 1 I.7VIVIC I KIVC12 x 20.7 STRINGER AND1/4" = 1 —0" 1 1/2" = 1'-0" 3/8" = 1'-0" LANDING SUPPORT 3" X 3" X 1/4" X 4" LONG CLIP ANGLE W/ 1/2" DIA. EXP BOLT AT EACH STRINGER 24' - m CONTROL BOX FOR FAST SEAL DOOR CONTROL BOX FOR DRIVE-IN DOOR = 7 METAL GRATE - SECTION 1/211= 1'-0„ 25,000 CYCLE TORSION SPRING COUNTERBALANCE 3" DOOR TRACK VERTICAL LIFT SECTIONAL STEEL OVERHEAD DOOR o w _ N 00 O DOOR WIDTH 25,000 CYCLE TORSION SPRING COUNTERBALANCE 3" DOOR TRACK HIGH LIFT SECTIONAL STEEL OVERHEAD DOOR 10" HIGH DOCK DOOR N NUMBERS (3 DIGITS) o0 4 8X o n n 25,000 CYCLE TORSION SPRING COUNTERBALANCE 3" DOOR TRACK DOCK DOOR LIMIT 10" HIGH DOCK DOOR SWITCH NUMBERS (3 DIGITS) DOCK FAN WITH BUILT- 1 04 105 IN LED LIGHT VERTICAL LIFT INSULATED SECTIONAL STEEL OVERHEAD DOOR 0 6" x 24" VIEW WINDOW ee EYE -HOOK FOR SLIDE LATCH AND PULL ROPE PULL-DOWNON THIS SIDE OF DOOR. COIL r r` ON 5" WALL MOUNTED ROPE w o _ I I N I FAN/LIGHT DUAL SWITCH HOOK, TYP. _ in e l RECEPTACLE n n :1I I I I I TRACK GUARD TYPICAL BOTTOM CORNER L_---__--- L_— BRACKET FOR PULL -DOWN DOCK LEVELER PIT ROPE INTERIOR ELEVATION BEYOND 105 ~— DO ONUMERA .104 HIGH S (3 DIGITS) BLACK COPY ON WHITE BACKGROUND }� CONTROLLER FOR INTERIOR ELEVATION IQI OVERHEAD DRIVE-IN TRACK GUARDS � 1 DOOR DOCK SHELTER- TYP. I I I I VERTICAL LIFT SECTIONAL •4,OSX. � DOCK POSITION SIGN 18" x 30" WITH I I I STL. OVERHEAD DOOR TOP OF RAIL SPU 12" HIGH NUMERALS (4 DIGITS) BLACK 4 - 5 A.F.F. COPY ON WHITE BACKGROUND I I I I I I I I INTERIOR ELEVATION SLANTED HOOD I 0 I I �� 6" x24" VIEW WINDOW I DOOR DRUM INSIDE HOOD I I I I EXTERIOR SAFETY LIGHTS AND SIGNAGE I I I I EZ I I I I x x x x x x x x x x x x x x x x xCHOCK WHEELS SIGN3-PLYRILONDOORPANEL xxxxxxxxxxxxx xxxxxxxxxxxxx xxx O xx x WHEEL CHOCK WITH 15-0e xxxxxxxxxxxzx zxz xxx xx 1 CHAIN AND HANGER 24' WIDE X 18' HIGH FAST SEAL ' BRACKET DOOR - SEE 1 / A-701 0 STEEL FACED VERTICAL N EXTERIOR ELEVATION DOCK BUMPER - 11 " X 24" X 4" VERTICAL LIFT SECTIONAL STEEL OVERHEAD DOOR SAWN CONTROL = NOTE: JOINT 0 LOADING DOCK EQUIPMENT TO BE SPECIAL PURCHASE BY = ENTREMATIC - CONTACT RYAN TALBOT; 3" x 3" x 1/4" STEEL ANGLE AT PIT N EMAIL: ryan.talbot@entrematic.com _ _ _ W/ 1/2 DIAMETER DBA @ 12 O.C. O I SEE STRUCTURAL p PHONE: (262) 246-1341 8" DIA. - U HIGH STEEL BOLLARD - I SEE 1 / A-503 I I 1/4" GAP BETWEEN I ANGLES -DO NOT WELD LjI � EXTERIOR ELEVATION HIGH LIFT SECTIONAL STEEL OVERHEAD DOOR TRACK GUARDS TOP OF RAIL SPUN -3'- 5" A. F.F. EXTERIOR ELEVATION - I N I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J 7' - 0" (NOMINAL) x x x x x x x .. IXIXXI x x x .. x x x . x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x ... x x x x x x x x x x x z x z x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x s x x Xx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x I LEVELER TO BE I STITCH WELDED TO REAR PIT STEEL W/ FIVE 6" WELDS O = MECHANICAL DOCK LEVELER � <V o- TRACK GUARDS W IL Z O O cn ❑ 16' - 01e 01 3-PLY RILON DOOR PANEL DOOR WIDTH PLAN 8" DIA. - 6' HIGH STEEL BOLLARD - COORDINATE CONDUIT REQUIREMENTS FOR DOOR DRUM ABOVE SEE 1 / A-503 LEVELER AS REQUIRED. 24' WIDE X 18' HIGH FAST SEAL DOOR - STEEL FACED VERTICAL DOCK BUMPERS SLANTED HOOD ABOVE SEE 1 / A-701 VERIFY ACTUAL PIT DIMENSIONS PRIOR TO FORMING PLAN DOCK SHELTER PLAN 6 DOCK DOOR AT BOX CAR ENTRY 3 DRIVE-IN DOOR DETAILS 1 DOCK LEVELER DETAILS 1 /4" = 1'-0" 1 /4" = 1'-0" 1 /4" = 1'-0" LLLL LL LL MACGREGOR ASSC)CIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 n� O,OfYry�i�Vi. 10/30/19 06/10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95% REVIEW SET 02/07/20 ISSUE FOR CONSTRUCTION nl 111 T TO ` "T FOR CSUIL I - I V-JUI I rum 360 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 f """ SCANNELL P R U P E R Y I E S THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ©Macgregor Associates Architects, Inc. - 1987-2019 PROJECT NO 10/30/19 2019-047 A=501 EXTENDED SIDE RAILS AND ROUND ALL EDGES PREFABRICATED GUARDRAIL: MATERIAL ONLY NOTE: BY HALLOWELL. CONTACT RUSTY DEVINE AT REFER TO STRUCTURAL RDEVINE@PINNACLESTORAGEPRODUCTS.COM 3/8" X 2 1/2" PAINTED OR (513) 313-2100 STEEL SIDE RAILS 1' - 6" VARIES, 1' - 6" 10 EQUAL SPACING FOR POST SEE PLAN — PRE -SLOPED TRENCH DRAIN - SET TOP AT MINUS 2" B.F.F. SLOPE DOWN 2" OVER 15' ADJACENT 5" X 5" POST ® ° TO TRENCH DRAIN - SEE PLANS ® ® ® - 2" NOMINAL STEEL RAILING CONCRETE SLAB PAINTED STEEL ANGLE ° BRACKETS -WELD TO SIDE HIGHWAY RAILS BOLTED 0° .. o . 4 6 ? o° .. o. 4 0° . o 4 TO POST 1 1/4" NOMINAL '_ _°°_ a' ° ' " ° = DOWEL -SEE STRUCTURAL RAILS AND ANCHOR TO ® ® ® M `� STEEL HANDRAIL o°' '• o D" '` • o o '° o.' '° • o °" • o o` SLAB (4) 3/4" DIA SERRATED - °. ° °. ° �• `r _Z • 0. ° °. ° °. BOLTS -MIN 4" ® ® ® Cn ° I� EMBEDMENT VAPOR RETARDER OVER 1 DIA. SOLID STEEL ° D D ° ° COMPACTED GRAVEL BAR RUNGS WITH .9. d 4' d Q' d �' d 1/2" DIA BENT ROD NON -SLIP SURFACE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C �n�niQnSQnSQn(5?nCQnCQnC R�nCQnC �nCQnCQnCQnCQnC�nSQnCQnCQnS�nCQnCf?n ZD 2" NOMINAL STEEL PROVIDE SAFETY YELLOW POSTS AT 6'-0" O.C. MAX PLASTIC SLEEVE 0fl 3" 10 TRENCH DRAIN 7 PIT LADDER DETAIL 6 GUARD RAIL PREFABRICATED - 5" DIA SCHEDULE 40 STEEL � RADIUS EASED EDGE PIPE FILLED SOLID W/ 4„ CONC NOTE: 1" = 1'-0" 1/2" = 1'-0" ALL JOINTS SHALL BE 12" x 12" x 1/2" STEEL PLATE o WELDED AND GROUND W/ (4) 3/4" EXP ANCHORS - SMOOTH. PAINT TYPICAL. ALL 10, 81- 011 MIN 4" EMBEDMENT I PIPE TO BE SCHEDULE 40. 10' - 0" QQUADRUPLE SPRINKLER RISEQ CONCRETE SLAB -- CORE 3 DIA X 6 DEEP 0 11 1 11 °o HOLE GROUT SOLID 6' - 0" (0 11 1 16' .g ° AROUND POST TRIPLE SPRINKLER RISER °° ° • °' Q° I I I I I o PAINT ALL EXPOSED �-�-�-1-� p o ° ° 00 EQ EQ STEEL SAFETY YELLOW\\\\\\� I ° p °° 00 °• ' 0 5" DIA SCHEDULE 40 STL. — — — — — — — — — — — — — — 0. PIPE BOLLARD W/ CONC. ° FILL -ROUND SMOOTH AT III III III III 3 BOLLARD DETAIL 2 GUARD RAI L/HAN D RAI L TOP III III III III o o° ° COPE AND WELD (2) C 6x10.5 III III III III �,� o „ _ „ if _ If ( L! C ) o. ° STL. CHANNELS TO BOLLARDS III III III III 1/2 — 1 -0 1 1/2 — 1 -0 o PAINT CONCRETE FLOOR AND CONCRETE 6" CONCRETE WALL - SEE v WALLS WITH EPDXY COATING STRUCTURAL DRAWINGS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — o ° o III III III III D r `o 'O • • .° • • • .° • .° 1 I °o I •p.l° °, 0 00 .I I o0 o a 1 o01Po• I • O oo• oo• I p•1 O oe. ° I t n °I I _ a I °ol 18" DIA HOLE FILLED 4 ' b ° �l\ �\ °• I 411 ° \� \� \ 4 ° b °: \\ 12 - 601 o� I FINISH FLOOR 4 °° . • °° 01 —„� SOLID W/ CONCRETE `I // /�/ /%/ 1 ° 6, ///// /// o d o _ RAMP WIDTH o D' o ° d• 4 '0 D 4— ° �• j\ ° I �° \\ I oola " \\\\la \ / M M °D DAD D °o oD ° °D D O o 00 0 /\ 4 0. of I a \� �\\\ \ I .411 •o \\� \\\ \ 4 •ol I 6' - 0u 1 i _ 0 51_ 6n o o� Qlb° /✓/�/%'��/ Pb 1 ell'//////// \\// XNI 5' - 0" 1' - 0 51 _ 0" .04 ///��//���o o ?D�?o % \//��//��//��///�//�\ '/� /��/� \�/ �/�/� /� /� /� �/�\�/� /� �/� /� CLEAR gCLEAR \\� \\(/\� o AVY DUTY SAND TRAP INTERCEPTOR WITH 1' - 6" 2' - 6" 1' - 6" 2' - 6" 1' - 6" 0'> o o Az0/ FLOOR GRATE AND SUMP WITH SEDIMENT �j����j� BUCKET - SEE PLUMBING DRAWINGS 6 WIDE CURB C,\ BUILDING WALL AROUND RAMP /��r)SRnS�?oSRoS�?r) r)SRoS3?r) ~\\/�� v o o o o o o C� C7 z _ z 0 0 I I C) g ELEVATION Cn z W 2'-0' 9 SCRUBBER DUMP SECTION I 1 SPRINKLER RISER ASSEMBLY ELEVATION 1 /2" = 1'-0" 2'- 0" T2 0" 2'-of 2'-01 - 0 VERIFY VERIFY VERIFY ' O 00 o 4 I� ' � N BARRIER RAIL oCL � O 6 SCRUBBER'DUMP WIDTH -011 6' 3'-0" 3'-0" N N n I \ 6'-0" _ w TRIPLE SPRINKLER RISER z 0 ° — q 4 _0 4 011 N N o r f .° .O .° .O •O .° .O .O .O 8'CD --0" @� bo QUADRUPLE SPRINKLER RISER z 0 m o PAINT CONCRETE FLOOR AND CONCRETE 5 BARRIER RAIL -SPRINKLER RISER DETAIL z N WALLS WITH EPDXY COATING 9 e, O A-502 1 /2" = 1'-0" ELEVATION c 0'-6" AIR COMPRESSOR 2" NOMINAL GALVANIZED STEEL ® '° PIPE GUARDRAIL - POST SPACING SLOPE s ❑ 6'-0" O.C. MAX. -WELD TO WT 4x15.5 _ 4' - 4" 8" 4' - 4" 8" 4' - 4" ELEVATION CL GALVANIZED STEEL PIPE 4'- 0" o l ° HANDRAIL PAINTED, TYP La REMOVABLE 1 1/2" DIA. STEEL PIPE RAIL - Zv o SECTION - PAINT HD ORANGE2015 - TYP. C° ' @ FLOOR DRAIN - co - z 04 w a a SEE PLUMBING- 0 m O I I I I I I o W ZD g V � �• U I I I I I I I M HEAVY DUTY SAND TRAP INTERCEPTOR WITH FLOOR GRATE AND SUMP WITH °a 75-GALLION SEDIMENT BUCKET - SEE m PLUMBING DRAWINGS `r / . Q.. T 2 PAINT CONCRETE FLOOR AND CONCRETE .a WALLS WITH EPDXY COATING - P r 5'-6" 6'-0" 6" CONCRETE WALL- SEE STRUCTURAL DRAWINGS 6 TREADS AT 11" LANDING 7 EQUAL RISERS ° d: 4 ° ° o: 4 ° FIELD VERIFY tl �I °Ib If II II ` II Ip II II ° ° ' ° ' jl, I o ILWY 6° °..e- O Y •,.� O 4 O 4 ? O 4 �, O Y po _O. O ? 0° _°.p�� Q �° . D Q O.D^. 0 4 °'o -0•, Q OD °,i� V o, . 0 Y °, 00 ° o_ moo. o° . ° oo . o 00 0 0 0 0 0 0 0 0 0 0 0 0 0 \6" X 6" X 1/4" STEEL EMBED ANGLE // // / SCORE DRILL 8" DOWN INTO SLAB AND EPDXY GROUT 2" DIA. \/\/\CONTINUOUS AT EDGE OF RAIL PIT /�/�/�/� RECEIVER SLEEVE. SLEEVE TO BE SLIGHTLY LARGER THAN \ �BEYOND RAIL FOR EASE OF LIFTING I N AND OUT.; ��� 8 ENLARGED SCRUBBER DUMP PLAN 4 REMOVAL RAILING DETAIL 1 CONCRETE STAIR AND RAMP- PLAN 1/2" = 1'-0" 3/4IV = 1'-0" 1/4" = 1'-0" Lt LL Lt LL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 o f4y C O�YtdFc t� 10/30/19 06/10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUE FOR CONSTRUCTION BUILT -TO -SUIT FOR 360 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL P R O P E R T I E S THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ©Macgregor Associates Architects, Inc. - 1987-2019 DATE PROJECT NO A=502 9'- 6" MIN. BATTERY CHARGING - BY HOME DEPOT - CONTRACTOR FURNISHED AND INSTALLED UNI- T - 1" 701 CONTRACTOR TO FURNISH AND INSTALL STRUT TO BACK WALL WITH DIMENSIONS 10/4 "SO" CORD AND PLUG FROM CHARGER INDICATED TO ALIGN WITH CHARGER MTG TO CONTRACTOR INSTALLED RECEPTACLE EYES UNI-STRUT SPACING TO BE EXACTLY FINISH FLOO B-1 TYPICAL FOR (4) L16-30P 21.75" APART MOUNT ALL CHARGERS TO UNI- 9 p ° ; 0, - O„ LB-18 STRUT MAINTAINING MFG CLEARANCE OF MIN. 18" BETWEEN UNITS I s° 0 ° /\\//\ °p \ I T LU 2'- 8" 2 1/2" 4" 4" 2 1/2" 2' - 8" De° s //\\\//\\\ �' ELECTRICAL CONTRACTOR 0 0 0 0 0 0 A 2 1/22 1/2„ A A A " I ° \\\ \\\ a SHALL PROVIDE PUSH BOND BREAKER i oo // BUTTONS AS SHOWN d s /\ 6#10 AND 2#10G., 1"C. — MAINTAINED, ON -OFF, PUSH-PULL OPERATOR, 4 THICK CONCRETE STEEL ANGLE - TYP. - a° .. EMERGENCY PUSH-BUTTON STATION IN PAVING (SIDEWALK) - SEE STRUCTURAL F ON EEWAY FILLER o ° /\\/\\ 0 0 o 0 NEMA 1 SURFACE MOUNTED ENCLOSURE ON EACH SIDE INSTALLED a o \\\ \\\ LI630R LI6 30R LI6-30R LI6-30R FRONT OF RACK WITH RED MUSHROOM ° 4 'O 4 'O 4 'O 4 'O 4 ° ° ° ° ° ° ° OPERATOR EACH STATION SHALL BE WIRED PRECAST PANEL "S'"D 4 PRECAST PANEL ° .4 "o 'L"°' PRECAST PANEL g a "a'' 6 4 a. 4 a• 4 \ \ TO CONTROL BOTH CONTRACTORS THRU ° ° \\ \\ CONTRACTOR 4 0° ..°• 4 0° .. 4 4 °° ' '°' °° I. ' °° ' '°' 4 °° ' '° ° ° \// \// CIA AND CIB AT 6#10 AND 120V COIL. PROVIDE NAMEPLATES READING PANEL SERVING 2#10G., 1"C - "EMERGENCY OFF", NON -ILLUMINATED, CROSS TIES AND RAILS - --REFER TO RAILROAD ENGINEER DESIGN W THE CHARGERS m - TYPICAL FOR 2 � o z co 12 BALLAST --,REFER TO RAILROAD ENGINEER DESIGN U U o0 0. oo o. 00,1 U_ 6#10 AND 2#10G., 1"C. „ � � � v •v o b � �C�Sz'b�'b�=tib`'Lb � b � a vo` � v .4 '° 4 '° 4 � v v v U G O D O O D O O O „ ° 0 �j �y �y �y j �j �j �j �y �y �y �y �j �y �j �y �j �j 8 SjU}B� B}AL}LASTj --RE} F� ERj T}O RAI}L�ROjA}DE NGI N EE R DESIGN / ° / / / / ° `b �"`�b�`b�`b t�`b ° `b `b `b` `b` `bbD DODD OD D / O O O D D D O D D O D O o D D O D DD D\���\ ��r�` �\\r(� \�ct7�\`��\� \�i\\�j�'\��\� \\`��� o`n.2r1�?�O?r10}rjD 01I\ \\\ \\\ \\\ \\\ \\\ 00 / ///////////\/////2/oSLOPE / / /2/oSLOPE'/ ` /i/ / / / 0 \� \/\\\\\/\\\/\/\\\/ /i /i / /i �ii1 / /i /i /i /i �j�y�j,\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i,�\i\\i\\i\\i\ /\\\i\\i\\i\\\ \\\ \\\ \\\ o /4 WRAPPED PERFORATED DRAIN TILE WHERE REQUIRED -�1/8 PER FOOT SLOPE TO CONNECT TO STORM DRAIN BO // // /\//\//\//\//\\ / /�' / / 8' - 0" B.F.F. / / / / /Xx / /\/\/\/\/\/\/\/\/\/\/\/\/\/\/ 8' - 0" B F F /\//\ BUMPER STEEL FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR - /\//\//�//\\//\//\//\//\//\//\//\//\//\//\//\//�\//�\//�\%/�\�/\//\ VERIFY EXACT LOCATION WITH THE HOME DEPOT PROJECT MANAGER 8 CROSS-SECTION AT RAIL - ALTERNATE 6 ELECTRICAL CHARGING STATION DETAIL 3/4" = 1'-0" ------------ SOIL CONCRETE ASPHALT THIS DETAIL IS FOR REFERENCE ONLY. IT IS THE INSTALLATION INSTALLATION INSTALLATION RESPONSIBILITY OF THE CIVIL ENGINEER TO VERIFY ALL LOCAL, STATE AND FEDERAL CODES PRIOR TO USE. THE HOME DEPOT AND WD • SIGN PANEL SIGN PANEL PARTNERS ARE NOT LIABLE FOR ANY ERRORS OR OMISSIONS RELATED WITH THE USE OF THIS DETAIL. SOIL CONCRETE ASPHALT INSTALLATION INSTALLATION INSTALLATION STOP SIGN SIGN PANEL • HOLLOW METAL FRAME PLACARD AND DOOR P/N:15ABO72 6'- 0" ONE PLACARD SHIPS WITH EACH KIT. FOR DOUBLE SIDED SIGNS, ORDER CONCRETE WALK ALONG SECOND PLACARD. • THE INSIDE OF BUILDING THE ENTIRE RAIL PIT I 84.01N FCS-STOP (RED SHELL) FCS-STOP (RED SHELL) STOP SIGN PLACARD FCS-STOP (RED SHELL) P/N:15ABO71 0 8• a k q C• 0 8 0. 8 o b ° . :o.:° CROSS TIES AND RAILS - = REFER TO RAILROAD ENGINEER DESIGN ONE PLACARD SHIPS WITH EACH / ° I O o 0 0 0 0 0 o KIT. FOR DOUBLE SIDED SIGNS, 8 ORDER SECOND PLACARD. / /QQ-o�P0�P0 BALLAST - -;REFER TO RAILROAD ENGINEER DESIGN o o`'o oo,o,o,`'oob CONCRETE j\\\\/ `�P�Qb`��PPQcb�P%`��-P�?�Q,`�t, o L�`/ o �I�/ o o �P QS'18.OIN z w� PAVEMENT 24.OIN 84.01N \\L100`'� 'tb`�b`'�b - U� `'�b`'�b`'Lb`'�b 4.01 N 0 0 o D O D O o D D o 0 0 0 0 0 0 0 0 0 o r��^^�^�^�^�^�^�^�^�^�^�^�^�^�^�^�0 0 0 0 o D o 0 0 0 0 0 0 0 0 0 0 0 0 z ASPHALT FCS-STOP (RED SHELL) FCS-STOP (RED SHELL) FCS-STOP (RED SHELL) SUB BALLAST -[REFER TO RAILROAD ENGINEER DESIGN y,,,,,,,,,,,O \\/i\\°°°°°°°°°°°°°°°°°°°°°°°°°°° �����], �j���}�jjj�j�=j� �jj����j.���yo. s \ v d° .0. c d° .0. v o° o° . o. v o° /\/\/\/\/ D na D D` U`�` fJ °` b`�`�`D�jOL-hb``b``i7` {J`�J` \ \\\ ° a 4. \\\ \ a. ° o a. ° a // // // // D D O O D O D D O / D D O O O D O O D O D O D D O O D O D D D O O j • p °'0Di \ \\\ \\\ \\\ \\\ \_ �- _Q�Q----_ ¢� \\ \\ \\ \\\�pQ�Q�p�ggo�oo�p�ggQQ�o�p�g�g�g /\ ° ° 'Q' /\\i . \� �, �, . /� FCS-STOP w /// o D o 0 0 o D`�b o o D o o D D D o Q D� \// \//\///\\//\\//\\//\/// ° 0 0 0 0 0 0 o D o 0 o Q o o Q o 0 0 0 36.Of \\4 e °/\/\ , �\\/�\\\/\\/ Iw- //\\\/ /\\/\//\ QS'18.OIN Z CONCRETE PAVEMENT \ \\ \\ \\ \\ \ � \\ \\ \\ \\ \\ \\ \\ \\ \yyy �y �y �yy �y �y �yy �y / / / / / / , Q / / / / / CO D/ `�`� `b b`Y�` b"b b`�7"b o. �� v o W o \\\ \\\ \\\ ; C) 24.01 N D D O D D O D D D O D D O D O O D D D i o Z X� X. Kx �QOAR �PQQQ�PQ�P �P �P �9 / / ooa. 4.OIN. �X\X\XK,°,, bbbb �,�,i,2,,,,,,, `'�b°,,`'�3°\ CONCRETE 4,000 Q 24" x 24" x 10" CONCRETE \/\ oo./\/\/ 00 0.00 0. 10.01N o o ASPHALT \\\///\\/\ o 0 o D o o/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ D o D o D D o/\\ \\ 4 \ PSI MINIMUM 4, 000 PSI MINIMUM \/\\/ 4 \\/\\ ° c \ /\ i\i - g g g g g�g p�g g�g / //, �/, 7/, y/ / ��.Xn � 0 �po�P\ \\ \\ \\ 8 - 0 B. F.F.\\ \\\ \\\ \\\ \\\ \\\ °``�b`�b`�b`�b`�b `�b`�b`�b`�b \/\\\ TYPICAL TRAFFIC CONTROL SI GNAGE \/\\\ o ° /\\\ �\ \\�i\\\\\�r\\\\ni \\ / / /� / / / / // 36.01N \/ // // \/ // // // \/ \ ~ �i/i/ - — - ��/ ° ° ° ° \\/\ ' ,\/\/\/\� FCS-STOP \\ \\ \\ \\ \\ \\ \\ o 0 0 0 o D o 0 0 0 \\ \\ \\ \\ \� \� \� \� \\ \\ \\ \\ \\ \\ \\ o D o 0 0 0 0 0 \\ \\ SCALE: N.T.S. �\ a ' ° \ \ \ \ \ \ \ ? W \i , \\ \\ �\ // \ \ \\\\\o /ice/ // //\/ 4 'O /// /////////\//\// cow ///\ \\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\,\\\ \\\ \\\ �\ ° o o CONCRETE 4,000 PSI \\\/\\\ \\\\\ 24" X 24" 10" CONCRETE // ////\//\//\//\//\//\//\//\//\//\//\//\//\// // \// /// THIS DETAIL IS FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE CIVIL / °° ' °° // MINIMUM /%///�\/ Q 4,000 PSI MINIMUM \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \DRAIN TILE WHERE REQUIRED -REFER TO RAILROAD ENGINEER DESIGN , \ \\ \\ \\ \\ \\ \\ ENGINEER TO VERIFY ALL LOCAL, STATE AND FEDERAL CODES PRIOR TO USE. THE \` ����/\\\\/\\\/\\\\\\\\\\\\\\\\\\\\\\////� HOME DEPOT AND WD PARTNERS ARE NOT LIABLE FOR ANY ERRORS OR OMISSIONS TYPICAL TRAFFIC CONTROL SIGNAGE RELATED WITH THE USE OF THIS DETAIL SCALE: N.T.S. 5 CROSS-SECTION AT RAIL - ALTERNATE - CONCRETE 6' WIDE 4 BOLLARD YIELD SIGN - TYPE F 2 BOLLARD STOP SIGN - TYPE E 3/4" = 1'-0" 1 /2" = 1'-0" 11219 = 1'-0" 1 SIGN PANELS ASPHALT OR SOIL ONE PLACARD SHIPS WITH EACH KIT. CONCRETE INSPECTION INSTALLATION FOR DOUBLE SIDED SIGNS, ORDER SECOND PLACARD. CAUTION: • GENERAL CONTRACTOR IS RESPONSIBLE FOR SIGN PANEL VERIFYING ANY POTENTIAL CONFLICTS WITH 0133 [05.250] 0182 [7.16] BOLLARD FOUNDATIONS AND UTILITY LINES PRIOR TO INSTALLING BOLLARDS. BS-ADA BS-LOAD BS-VAN w I I FLEXCORE 6 BOLLARD KIT w U I 1 STEEL PIPE WITH CONCRETE FILL PLACARD PLACARD PLACARD w Ili I 1 (4" OR 8" DIAMETER) PROVIDE 0111 [04.3581 ID PART # CSFCB-6-#tHt BOLLARD SCHEDULE TYPE A EXTERIOR TYPE B INTERIOR TYPE G IN AUTO LOT FOR HANDICAP SIGNAGE TYPE N FOR GUARDHOUSE CART CHARGING AND BLOCK HEATER CHARGING WHEN NOT AGAINST BUILDING TYPE J WHEEL STOP IN ASSOCIATE LOT TYPE E IN TRUCK COURT TYPE F IN TRUCK COURT WHERE APPLICABLE pi� ro Ip to 0 N O N M BS-LOAD (BLACK SHELL) P/N:15ABO34 P/N:15AB068 P/N:15ABO35LL U I I ROUNDED CONCRETE TOP. BS-VAN (BLUE SHELL) 0 0 Lu BS-ADA (BLUE SHELL) O - _ I I HOLE PATTERN 02 McCUE BOLLARD COVER I I 84.001 1" DIA X 9" DEEP N 11.501 N 0 E- > O I I Q I SELF TAPPING SCREW r� I I 1.631N o 0 I o 3.251 N F -I I `- ASPHALT OR CONCRETE I I I 5.751N II HOLD TOP OF FOOTING BELOW TOP OF II 18.001 FINISH SURFACE WHEN POSSIBLE (2" MIN.) 108 [4.25] Q I I I FIXING DEPT H �� TOP OF PAVING (REFER TO CIVIL AND [REF] \\ \ 9.00IN \\\ �� Q . o \/\\\/ 9 OOIN THE HOME DEPOT BUMPER SIGNS I I I I ARCHITECTURAL DRAWINGS) •9•.° " °° < \/ `� I I I I� 1'- 0" DIA. CONCRETE FOOTING BOLLARD COVER 16 [0.63] 36.001 N ONE 4,000 PSI II I I HOLE .° MINIMUM j° a NOTE: // I I I I ANCHOR DETAIL oo \ I I I I ALL FINAL BOLLARD LOCATIONS 9 // TYPICAL TRAFFIC CONTROL SIGNAGE I I I I AND INSTALLATIONS TO BE COORDINATED ITH THE SCALE: N.T.S. I DEPOTPROJECT 'MANAGEROME FLEXCORE 6 I I L INSTALLATION NOTE: THIS DETAIL IS FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE DEPENDING ON TIME OF FOOTING POUR, CIVIL ENGINEER TO VERIFY ALL LOCAL, STATE AND FEDERAL CODES PRIOR G.C. MAY FORM FIRST 6" TO SUPPORT TO USE. THE HOME DEPOT AND WD PARTNERS ARE NOT LIABLE FOR ANY 1' - 0" POST DURING REMAINING POUR ERRORS OR OMISSIONS RELATED WITH THE USE OF THIS DETAIL.'or 3 BOLLARD ADA PARKING SIGN - TYPE G 1 BOLLARD - TYPE A 1 /2" = 1'-0" 3/4" = 1'-0" Lt tL 'A 61161"W LUL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 f�D 10/30/19 BUILT -TO -SUIT FOR 360 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL k P R O P E R T I E S THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ©Macgregor Associates Architects, Inc.-1987-2019 DATE PROJECT NO 1 1 1 1 A=503 a EE SCHEDULE SOUND ATTENUATION 3/4" FIRERATED PLYWOOD BLANKETS STRIP APPLIED MASTIC WATERSTOP: SIKA LOCKSTOP. 5/8" GYPSUM BOARD ON METAL STUDS WITH BATT INSULATION AS INSTALL PER MANUFACTURER'S SCHEDULED. INSTRUCTIONS. INS T ALLA I IOIV TO BE CONTINUOUS. Ij #4 BAR CONTINUOUS SEALANT AND BACKER ROD `I 4" CONCRETE CURB d: op' !' o® MDF Q 4 oo. Oo .O. Oo .Oe b. 0 10 1 112" = 1'-0" CURB DETAIL AT MDF ROOM PROVIDE CASING BEAD PROVIDE 10 MIL WHITE POLYETHYLENE DUST COVER ABOVE THE STUD JOIST - TAPE AND SEAL ALL JOINTS 6" R-19 UNFACED BATT INSULATION WITH STRAPS TO SFCLIRF INSULATION 1/2" SOUND DEADENDING BOARD STUD JOIST TO SUPPORT CEILING, SPRINKLER PIPE AND DUCTWORK 6" HIGH STENCIL LETTERS "DO NOT STORE ABOVE CEILING" 1 LAYER - 5/8" GYPSUM BOARD ON METAL STUDS WITH BATT INSULATION AS SCHEDULED. SEE WALL SYMBOL I I 12'-0"AFF _ ERIFY T.O. CAP "Z" TYPE NUMBER VIEW REFERENCE Z-01 2 / A-402 Z-02 Z-03 Z-04 Z-05 Z-06 Z-07 Z-08 Z-09 Z-10 A WALL THAT IS TAGGED AS A'Z' \A/AI I TVDC nCAIr1TCC A \A/AI 1 V MILL II rL LJLIVV I LJ lI VV/'1LL THAT IS DEFINED IN THE SECTION THAT IS NOTED. WALL TYPE - Z SPECIAL WALL TYPICAL HEAD DETAIL OPTIONS: TYPICAL HEAD DETAIL OPTIONS: TYPICAL HEAD DETAIL OPTIONS: NON -RATED: 6 / A-601 NON -RATED: 8 / A-601, 7 / A-601 NON -RATED: SEE SECTION IPROVIDE CLIPS WHERE WALL OCCURS I SEE: 1 / A-601 STRUCTURE _ STRUCTURE _ RIFY B.O. DECK VERIFY B.O. DECK 4— SEE PLANS AND — PROVIDE LATERAL ELEVATIONS FOR —p— BRACING AT 6' O.C. HEIGHT - WHERE GWB IS ON 1 SIDE ONLY AND HORIZONTAL CROSS BRACES REQ'D 4' UNBRACED O.C. SEE RCP FOR SEE RCP AND FINISH 5/8" GWB, CEILING MATERIAL SCHEDULE FOR GWB SUBSTITUTE E GWB AND HEIGHTS CEILING MATERIAL WITH USG 5/8" GWB, AND HEIGHTS TILE BRAND TILE SUBSTITUTE GWB BRAND OR WITH USG FIBEROCK 5/8" GWB, EQUAL WHERE TILE BRAND TILE SUBSTITUTE GWB WAI i S OCCUR BACKERBOARD OR L WITH USG FIBEROCK k[ ^ I EQUAL WHERE TILE BRAND TILE HORIZONTAL CROSS WALLS OCCUR BACKERBOARD OR BRACES REQ'D 4' BATTING IF EQUAL WHERE TILE O.C. APPLICABLE WALLS OCCUR BATTING IF METAL STUD - SEE BATTING IF APPLICABLE PLANS FOR SIZE APPLICABLE METAL STUD -SEE--fil PLANS FOR SIZE METAL STUD - SEE — PLANS FOR SIZE FACE TO FACE ,SEE PLAN , 'FOR WIDTH I TYPICAL BASE DETAIL OPTIONS: I TYPICAL BASE DETAIL OPTIONS: TYPICAL BASE DETAIL OPTIONS: iJOiv-RA T Eu: 4/ A_601 I' I NON -RA I ED: 3/ A-601 I I NON -RATED: 4/ A-601 EACH WALL I WALL TYPE - R WALL TYPE - Q WALL TYPE -P SPECIALTY WALL SPECIALTY WALL PLUMBING WALL TYPICAL HEAD DETAIL OPTIONS: TYPICAL HEAD DETAIL OPTIONS: TYPICAL HEAD DETAIL OPTIONS: TYPICAL HEAD DETAIL OPTIONS: TYPICAL HEAD DETAIL OPTIONS: NON -RATED: SEE PLANS NON -RATED: SEE PLANS NON -RATED: SEE SECTION NON -RATED: SEE PLANS NON -RATED: SEE PLANS PROVIDE CLIPS WHERE WALL OCCURS PROVIDE CLIPS WHERE WALL OCCURS SEE: 1 / A-601 SEE: 1 / A-601 SEE RCP FOR CEILING MATERIAL AND HEIGHTS 5/8" GWB, SUBSTITUTE GWB WITH USG FIBEROCK BRAND TILE BACKERBOARD OR EQUAL WHERE TILE WALLS OCCUR BATTING IF APPLICABLE METAL STUE PLANS FOR SEE RCP FOR CEILING MATERIAL AND HEIGHTS 5/8" GWB, SUBSTITUTE GWB WITH USG FIBEROCK BRAND TILE BACKERBOARD OR EQUAL WHERE TILE WALLS OCCUR BATTING IF APPLICABLE METAL STUD - SEE — PLANS FOR SIZE SEE PLANS AND — ELEVATIONS FOR HEIGHT 5/8" GWB, SUBSTITUTE GWB WITH USG FIBEROCK BRAND TILE BACKERBOARD OR EQUAL WHERE TILE WALLS OCCUR BATTING IF APPLICABLE METAL STUE PLANS FOR SEE RCP FOR CEILING MATERIAL AND HEIGHTS 5/8" GWB, SUBSTITUTE GWB WITH USG FIBEROCK BRAND TILE BACKERBOARD OR EQUAL WHERE TILE WALLS OCCUR BATTING IF APPLICABLE METAL STUD PLANS FOR 11 SEE RCP FOR CEILING MATERIAL AND HEIGHTS 5/8" GWB SUBSTITUTE GWB WITH USG FIBEROCK BRAND TILE BACKERBOARD OR EQUAL WHERE TILE WALLS OCCUR BATTING IF APPLICABLE METAL STUD - SEE — PLANS FOR SIZE SUBSTITUTE GWB — WITH 3/4" FIRE - TREATED PLYWOOD AT INTERIOR SIDE OF MDF ROOM TYPICAL BASE DETAIL OPTIONS: TYPICAL BASE DETAIL OPTIONS: TYPICAL BASE DETAIL OPTIONS: TYPICAL BASE DETAIL OPTIONS: TYPICAL BASE DETAIL OPTIONS: NON -RATED: 4/ A-601 NON -RATED: 4/ A-601 NON -RATED: 3/ A-601 NON -RATED: 3/ A-601 NON -RATED: 3/ A-601 WALL TYPE - H FURRING WALL CUT STUDS 1" SHORT FOR DEFLECTION MIN 4 PCF COMPRESSED MINERAL WOOL IN METAL DECKING ROOF DECK `r VERIFY B.O. DECK PROVIDE SEALANT JOINT 16 GA TRACK WITH 3" LEG ANCHOR GWB TO STUD NO CLOSER THAN 1" FROM TRACK LEG 5/8" GYPSUM BOARD ON METAL STUDS WITH BATT INSULATION AS SCHEDULED. PROVIDE LATERAL BRACING — AT 6-0" OC WHERE GWB IS ON ONE SIDE ONLY WALL TYPE - G FURRING WALL NOTE: DO NOT ATTACH S I UUS 1 0 I MAI.K I WALL TYPE - D STANDARD WALL NOTE: DO NOT ATTACH STUDS TO TRACK ROOF DECK_ _ ERIFY B.O. DE MIN 4 PCF COMPRE; MINERAL WOOL IN 11 DECKING 5/8" GYPSUM BOAR[ METAL STUDS WITH INSULATION AS SCHEDULED. METAL ROOF JOIST 16 GA TRACK WITH 3" LEG TRA_NSITIC .0. STRU ANCHOR GWB TO S' NO CLOSER THAN 1' FROM TRACK LEG CUT STUDS 1" SHOF FOR DEFLECTION PROVIDE LATERAL E AT 6-0" OC WHERE ONE SIDE ONLY WALL TYPE - C STANDARD WALL ROOF DECK ERIF 16 GA TRACK WITH 3" LEG CUT STUDS 1" SHOF FOR DEFLECTION WALL TYPE - B STANDARD WALL NOTE: DO NOT ATTACH I STUDS TO TRACK 9 FURRING WALL WITH 3 FURRING WALL TO 7 FURRING WALL TO 6 STUD WALL ONLY 11/2°'=1°-0" METAL CEILING JOIST CAP 11/2'°=1°-0" DECK NON RATED 11/2°°=1°-0" DECK AT JOIST 11/2 1°-0°° TO DECK CONTROL JOINT PROVIDE EVERY 30 FEET OC 5/8" GWB ON METAL STUDS THERMAFIBER INSULATION WALL RUNS GREATER THAN 30'-0" REQUIRE CONTROL JOINT 1/2" MAX GAP NON -RATED J w m U) w C/) � J SEE SCHEDULE 5/8" GYPSUM BOARD ON MF_TAI_ ST11DS WITH BATT INSULATION AS SCHEDULED. PROVIDE SEALANT JOINT HILTI POWER DRIVEN ANCHOR TO CONCRETE SLAB AT 24" O.C. ICBO#2388 0.145 DIA. SHANK W/ 1 1/8" MIN. PENETRATION 4 FURRING WALL 1 1/219 = 1'-0" BASE NON RATED SEE SCHEDULE 5/8" GYPSUM BOARD ON METAL STUDS WITH BATT INSULATION AS SCHEDULED. PROVIDE SEALANT JOINT HILT] POWER DRIVEN ANCHOR TO CONCRETE SLAB AT 24" O.C. ICBO#2388 0.145 DIA. SHANK W/ 1 1/8" MIN. PENETRATION SOUND ATTENUATION Bi INSULATION SEE WALL T FLOOR PLANS FOR LOCF 5/8" GYPSUM BOARD ON METAL STUDS SEALANT AT GYPSUM W BOARD TO CONCRETE 1 1/2" X 1 1/2" PREFINISHI BENT -LEG METAL (22GA) ANGLE FULL HEIGHT. AT' TO CONCRETE PANEL Of (WHITE) METAL DEEP LEG DEFLE�,1.. 11., (22GA) W/ SLOTTED SLIP CONNECTION TO METAL STUD ("SLP- TRK" BY SLIPTRACK SYSTEMS OR EQUAL) DO NOT ATTACH GYPSUM BOARD TO DEFLECTION TRACK 5/8" GYPSUM BOARD ON 3 5/8" METAL STUDS WITH BATT INSULATION. DO NOT ATTACH FRAMING TO CONCRETE PANEL SEE CLIP ANGLE DETAIL 1 / A-601 N PROVIDE SEALANT AND BRAKE METAL ON EXPOSED SIDE OF ALL PARTITIONS ABUTTING CONCRETE WALL PANELS LIMITING INTERIOR WALL HEIGHT INTERIOR WALL HEIGHT BASED UPON 5 PSF HORIZONTAL - LOAD AND L/240 DEFLECTION. QTI In RPA('IKI(_ _ INrI-IFS O r S T Uv SPAC!Nr _ InlcuGc .. - ,1....1�., rs r� .,.... 12" 16" 24" 12" 161, 24" MEMBER MEMBER 162 S 125 - 18 T-8" 6-11" 6'-1" 400 S 200 - 33 21'-11" 19'-11" 17'-5" 162 S 125 - 33 9'-6" 8'-8" T-7" 400 S 200 - 43 23'-11" 21'-9" 19'-01, 250 S 125 - 18 10'-6" 9'-7" 8'-4" 400 S 200 - 54 25-8" 23'-4" 20'-5" 250 S 125 - 33 13'-2" 12'-0" 10'-6" 6 )0 S 125 - 33 26'-2" 23'-9" 20'-9" 250 S 125-43 14'-4" 13'-0" 1 V-5" 600 S 125 - 43 28'-9" 26'-1" 22'-10" 250 S 137 - 33 13'-10 12'-7" 11'-01, 600 S 125 - 54 30'-9" 2T-11" 24'-5" 250 S 137 - 43 15'-1" 13'-8" 11'-111, 600 S 137 - 33 27'-3" 24'-9" 21'-8" 250 S 162 - 33 14'-7" 13'-3" 1 V-7" 600 S 137 - 43 29'-11" 2T-2" 23'-9" 250 S 162 - 43 15'-10" 14'-4" 12'-7" 600 S 137 - 54 32'-1" 1 29'-2" 25'-6" 362 S 125 - 18 14'-0" 12'-2" 9'-11" e 600 S 162 - 33 28'-8" 26'-0" 22'-9" 362 S 125 - 33 17'-7" 16'-0" 14'-0" 600 S 162 - 43 31'-2" 28'-4" 24'-9" 362 S 125 - 43 19'-2" IT-5" 15'-3" 600 S 162 - 54 33'-6" 30'-5" 26-7" 362 S 125 - 54 20'-6" 18'-7" 16'-3" 600 S 200 - 33 30'-0" 27'-3" 23-1 T. 26-0" 362 S 137 - 33 18'-5" 16'-9" 14'-8" 600 S 200 - 43 32'-9" 29'-9" 362 S 137 - 43 20'-l" 18'-3" 15'-11" 600 S 200 - 54 35'-2" 32'-0" 2T-11" 362 S 137 - 54 21'-6" 19'-6" 1T-1" 800 S 125 - 43 36-1" 32'-9" 28'-8" 362 S 162 - 33 19'-4" 17'-7" 164" 800 S 125 - 54 38'-9" 35'-2" 30'-9" 362 S 162 - 43 21'-0" 19'-11, 16'-8" 800 S 137 - 33 34'-0" e 30'-11" e 26-9" e 362 S 162 - 54 22'-6" 20'-6" IT-1 1 " 800 S 137 - 43 37'-5" 34'-0" 29'-9" 362 S 200 - 33 20'-4" 18'-6" 16'-2" 800 S 137 - 54 40'-3" 36'-7" 31'-11" 362 S 200 - 43 22'-3" 20'-2" 17'-8" 800 S 162 - 33 35'-5" e 32'-2" e 28'-l" e 362 S 200 - 54 23'-10" 21'-8" 18'-11" 8CIO S 162 - 43 38'-11" 35'-4" 30'-11" 400 S 125 -18 14'-9" e 12'-10" e 10'-5" e 8 IO S 162 - 54 4T-10" 38'-1" 33'-3" 4UU S 125 - 33 19'-0" 17'-3" 15'-1" 800 S 200 - 33 37'-9" e 34'-3" e 29'-11" e 400 S 125 - 43 20'-9" 18'-101, 16'-5" 800 S 200 - 43 41'-l" 37'-4" 32'-8" 400 S 125 - 54 22'-2" 20'-2" 17'-7" 800 S 200 - 54 44'-2" 40'-2" 35'-1" 400 S 137 - 33 19'-111, 18'-1" 15'-10" 8010 S 200 - 68 45'-3" 41'-1" 35'-11" 400 S 137 - 43 21'-8" 19'-8" 17'-2" 8010 S 200 - 97 50'-4" 49'-9" 39'-11" 400 S 137 - 54 23'-2" 21'-l" 18'-5" 400 S 162 - 33 20'-10" 18'-11" 16-7" 400 S 162 - 43 22'-8" 20'-7" 18'-01, YV V J I VG — JY G•i —`'Y GL — I 1 .7 -•-i MEMBER DEPTH MATERIAL THICKNESS 162 = 1 5/8" 18 = 25 GA 250 = 2 1/2" 600 S 162-54 33 = 20 GA 362 = 3 5/8" STYLE 43 = 18 GA FLANGE WIDTH 400 = 4" 54 = 16 GA S = STUD 125 = 1 1/4" 600 = 6" 68 = 14 GA T = TRACK 137 = 1 3/8" 800 = 8" 97 = 12 GA U = CHANNEL 162 = 1 5/8" F = FURRING 200 = 2" CHANNEL 250 = 2 1/2" 300 = 3" I=RAMIIVIG IV"ETAL MOTES 1. BASIS OF DESIGN MANUFACTURER IS CLARK DIETRICH 2. WHERE LIMITING HEIGHTS ARE FOLLOWED BY "e", WEB STIFFENERS ARE REQUIRED. 3. LIMITING HEIGHTS ARE BASED ON CONTINUOUS LATERAL SUPPORT OF EACH FLANGE OVER THE FULL HEIGHT OF THE STUD. 4. LISTED LIMITING HEIGHTS ARE BASED ON STEEL PROPERTIES ONLY. 5. CONSULT MANUFACTURER FOR CLIPS, CROSS BRACING, FASTENERS, ETC REQUIRED FOR METAL FRAMING CONSTRUCTION. 6. HEADER SPAN TABLE IS BASED ON A 16TALL WALL. IF THE WALL. IS TO BE TALLER OR SHORTER REFER TO THE MANUFACTURER'S ADDITIONAL TABLES OR CONSULT WITH THEM FOR AN ENGINEERED SOLUTION. SUBMIT ALL ENG]iJEERED SOLU T IONS FOR REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 7. REFER TO STRUCTURAL FOR ANY LATERAL DEFLECTION REQUIREMENTS. SIZES SHOWN ARE BASED ON 1 TIMES INTERIOR WIND LOAD. CONSULT STRUCTURAL AND MANUFACTURER ABOUT DESIGN LOADS THAT EXCEED THIS. CEILING SUPPORT SYSTEM 4'-0" MAX SPACING — 8 LBS/SF LOADING Deflection = L/360 max SPAN STUD/JOIST SIZE TOP FLANGE BRACING SPAN STUD/JOIST SIZE TOP FLANGE BRACING <= 8' 40CSJ20 MIDSPAN 20' 100CSJ 16 1/3 POINTS 10, 60CSJ20 MIDSPAN 22' 100CSJ16 1/3 POINTS 12' 60CSJ18 MIDSPAN 24' 120CSJ16 1/3 POINTS 14' 60CSJ18 MIDSPAN 26' 120CSJ16 1/4 POINTS 16' 80CSJ18 MIDSPAN 28' 120CSJ14 1/4 POINTS 18' 80CSJ 16 113 POINTS 30' 135CSJ 14 1/4 POINTS PARTITION TYPE LEGEND WALL TAGS FIPP PATI!U(v PATTFPN ALPHA CHARACTERS "B" BATT INSULATION, "S" REFER TO WALL TYPE B SOUND ATTENUATION IF 1 HOUR I 3 HOUR 2 HOUR `- 4 HOUR A3 APPLICABLE THE NUMBER OF GWB LAYERS IS BASED NUMERIC CHARACTERS Cp . TOP OF WALL TO BE USED 2 RFFFR Tn 1 nPP TYPE „� .... —' "' ��• `" \ WITH VARIABLE WALL MI Tug QM �('TGn I n nCCIr`AI —1 I I IL V _L 1 LV ll LJLJI VIV SOUND BATTING INSULATION FIRE RATING IF APPLICABLE TYPES ("D", "J", "L", "N", & SEE FINISH NOTE #36 "P") OR WALLS WITH CAPS CORE TYPES CORE CODE 1 2 3 4 5 6 8 10 12 METAL STUD 1 5/8" 2 1/2" 3 5/8" 4" NA 6" 8" 101, 12" CMU NA NA NA 3 5/8" NA 5 5/8" 7 5/8" 9 5/8" 11 5/8" INSULATED METAL PANELS NA 2" 3" 4" 5" 6" 8" NA NA GENERAL NOTES: • SEE PLANS FOR SIZE OF STUD, OPTIONAL BATTING, FIRE RATING, AND TYPE. SEE LIMITING CHART FOR ALLOWABLE GAUGE AND SPACING OF METAL STUDS. • CONTRACTOR TO VERIFY EXACT TYPE OF BASE, TOP, AND TRANSITION DETAIL NEEDED FOR WALLS UNLESS PARTIAL HEIGHT WALLS OR OTHER WALLS THAT ARE DEFINED IN OTHER PARTS OF THE DOCUMENTS. • WALL TYPE 'E' DENOTES A WALL THAT THE THICKNESS IS UNKNOWN. CONTRACTOR TO VERIFY THE THICKNESS OF WALL. YYALL TYPC 'Z' UCIV V I ES H VVALL THAT IS CXPLAIIVCD B T A VVALL. SECTION AND NOT THE I AG. SEE THE StL; 11UN THAT IS NOTED. BASIS OF DESIGN: • THE THICKNESS AND NUMBER OF LAYERS OF SHEATHING FOR FIRE RATINGS ARE BASED ON UL DETAIL # U419 UNLESS NOTED OTHERWISE. SEE SHEETS # ? • GWB IS 5/8" UNLESS UL DESIGN NOTES OTHERWISE. • SHAFT LINER IS 1" UNLESS DESIGN NOTES OTHERWISE. WALL TYPE NOTES • WALL TYPE 'Z' DENOTES A WALL THAT IS EXPLAINED BY A WALL SECTION AND NOT THE TAG. SEE THE SECTION THAT IS NOTED. • WALL TYPES THAT TERMINATE AT "STRUCTURE" ARE REFERRING TO BUILDING STRUCTURE AND NOT A STRUCTURAL CAP FOR THE ROOM UNLESS THERE IS A HEIGHT ASSOCIATED WITH THE TAG AS SHOWN ABOVE TO LOCATE A CAP. 2" x 2" x 2%" METAL CLIP AT" O.C. HORIZ. ANCHOR TO C( WALL PANEL WITH LAG SC[ PROVIDE SLIP CONNECTIOI HOLD METAL FRAMING %" MIN. FROM FACE OF CONCRETE WALL PANEL 2" x 2" x 2%" METAL CLIP AT O.C. VERTICAL ANCHOR TC CONCRETE WALL PANEL WI I n LAG SCREW TO PROVIDE SLIP CONNECTION 5 TYPICAL CONTROL JOINTS 3 STANDARD WALL 2 FRAMING DETAIL AT WALL 1 SLIDE CLIP DETAIL 3" = 1'-011 1 1 /2If = 1'-0" BASE NON RATED 3" = 1'-011 1 1/2 = 1'-0" SEE PARTITION SCHEDULES FOR FRAMING SIZES AND SPACING " `"W LLL IviACI V K r_%.j V K ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 . �� O O`C� `iCiL,! Co e t� fit n ,] 10/30/19 NUMBER DATE DESCRIPTION 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 1 I 02/07/20 I ISSUE FOR CONSTRUCTION 1 BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLINGTON ROAD SOU I I -I VVINUSUR, CONNECTICUT 06074 kSCANNELL P R O P E R 1' I E THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. CQMacgregor Associates Architects, Inc. - 1987-2019 7ARCHIT7ECTURAL:KGROUND PLANS - 02/03/20 26/19 T OP's: OFPLAN REV C - 09/13/19 �• -• • 10/30/19 2019-047 TMMMM LINTERIOR YWVALL TYPES AND DETAILS A=601 NO. FIXTURE SCHEDULE OHANDICAPPED GRAB BAR - 42" \ ` / HANDICAPPED GRAB BAR - 36" OTOILET TISSUE DISPENSER 4 TOUCHLESS PAPER TOWEL DISPENSER - SEMI -RECESS (n5) v AUTOMATIC SOAP DISPENSER - WALL MOUNTED OSEMI -RECESSED WASTE RECEPTACLE 7O MIRROR -18" x 36" OWALL BUMPER OSANITARY NAPKIN DISPOSAL QANITAPV NAPKIN MlQDC„IQCG _. VrL VLI\- SEMI -RECESS 11 TOILET SEAT COVER DISPENSER 12 VERTICAL GRAB BAR -18" 13 TRASH CAN - CARLISLE CENTURIAN 34352323 14 COAT HOOK WITH RUBBER BUMPER 3'-5" �p J - V I I ILJ/ IG WALL OR I � � TOILET PARTITION36" MAX rE OF DISPENSER 6"1' - 0 1/32" 2'- 0 3/128" r 77, 1 _— ---") , i 1 LU , 1:5 w 16" MIN 1 18" MAX C) U ih �,) Z m 31 _ 4" Ll 1 ti o0 '0 SANITARY TOILET WATER CLOSET NAPKIN TISSUE HANDICAPPED DISPOSAL DISPENSER ZIP 2 NOTE: CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON WIDE SIDE OF TOILET AREAS TOILET SEAT URINAL SCREEN COVER DISPENSER - SEE PLAN FOR LOCATIONS (7 U 0 o z 0 O U Z m U 1 -3 0 MIN. `- WATER URINAL URINAL CLOSET HANDICAPPED 6 TOILET ACCESSORIES - FLOOR MOUNTED 1/2 11 = 1'-011 n 10 Z TOUCHLESS SEMI RECESSED PAPER TOWEL WASTE REPTACLE DISPENSER vnnlr_o o�� nl nl.l FULL TILES- NO CUTS WHERE APPLICABLE EQ EQ 6x6 BULLNOSE TRIM AT TOP, SIDES AND CORNER WHERE APPLICABLE SEE DETAIL 10 / A-605 I I ADA APRON OR E 0 EQUALELKAY #E29 Ij co ry .0 N H v t �. -; O L Z _ ti N - 00 — HULOW DRINKING FOUNTAIN WITH BOTTLE FILLER 24 10" 7'-611 81_011 II III 4'-0" 1'-91/2" 4'-6" 1'-81/2" — — gg — — CB f oo 5 2 , I Z-01 4 7 3 12 cm + + G.W.B. + + VER I TRUCKER'S R ST'ROOM 9 I F_ CAGE \ B105 1 B101 U_ B105 SOFFIT g 12 +— + +— + U 6 11 m CERAMIC WALL TILE , + + �D 00 g Z-01\� o � + + r- SEE U_ 4 1/12 " 7125/128" / C\1 `- LIGHT FIXTURE nrr rl r�-rn,r+n 1 F.O F. F.O.F. 2ECTION A- 02 ►TI N20 7 CERAMIC WALL TILE SOLID SURFACE COUNTER AND BACKSPLASH SEALANT PROVIDE WOOD BLOCKING IN WALLS 8" DIA X 3" STAINLESS STEEL TRASH GROMMET - EQUAL TO DOUG MOCKETT # TM2C UNDERCOUNTER SINK COUNTER TOP SUPPORT BETWEEN EACH LAV - LYMAN ASSOCIATES 21" X 15", WHITE - NO SUBSTITUTIONS INSULATE ALL DRAIN AND WATER PIPING UNDER LAVATORY G.C. TO PROVIDE TRASH CONTAINER - CARLISLE #34352323, 23 GALLON, GRAY SEE FINISH SCHEDULE FOR WALL AND FLOOR FINISH REQUIREMENTS 7 ENLARGED TOILET- 1/4 11 = 1,-011 DRIVER RESTROOM ® _ 0 rl :0 I ® 9 0 0 N C F c e 00 Z_ MT �Y SANITARY EYE WASH NAPKIN STATION DISPENSER FULL TILES - NO CUTS WHERE APPLICABLE 6x6 BULLNOSE TRIM AT TOP, SIDES AND CORNER SEE DETAIL 10 / A-605 U I 0 Z J Cn J 4 4 - - - F_ o > U_ -O U Z 00 o ' 24 I BRADLEY TERREON QUADRA-FOUNT WASH STATION u a :CTION 02 in ti � N PLUMBING WALL TILE PATTERN - TOILETS/URINALS 3 I A ih -- — t _ ]......... .... .....i. i � 4 i I � _ }LO) — ......... 1 -I I I I I _T_ I U NON -PLUMBING WALL TITLE PATTERN PLUMBING WALL TILE PATTERN - SINGLE USE TOILET 8 1/2" 3'-0" 3'-0" 3'-0" 01 B3 WOMEN S M O 5- - 5 ZN � 7 4 7 7 4 7 N M Q8 V - 8 1/2" C3 B6 1' - 8 1/2" N 2" I 5'-5" 3'-0" 5'-1" 3'-0" 3'-0" 5'-11" F� �.,' Iy 3'-011 V 3'-011 V 51— 1" L 3'-01' V 3'-0" LI — — A118B G s +S� B3 g s —� 14 s B3 M M ? I s 63 14 j 14 1 9 14 14 I i? C� I C3 9 9 11 12 9 9 I Cn C3 I 3 3 S P3 3 3 3 —� 11 2 11 11 I— 0 ® ® I 0 (0— II I C3 — C3 ® C3 C3 I I v `t 11 1 2 LU — — rl iN 2'-0" S 3 3 63 2'-0" i— F.0.F I B3 12 11 F.O.F C? O 3 I 14 - I C? I I I I 14 I 10 B3 I _ A11913) ID G 9 A119A —� 3111" 3' 1" 3'-d1/21' 3'-0" TJ 5'-1" 1. g g r- 211 5'-511 1 -6 F3,1/2" 3'-011 3'-1" 3'-011 I 3'-91/2" 5'-1111 �- I r0 B I C3 7 4 B Q8 4 C3 MEN B Q8 I 0 7 7 7 5 A5N 5 A119 CV LL ---� �— 1' - 8 1 /2" 0" 1' - 8 1 /2" 01 211 8'-211 12'-511 8'-311 I_ 29' - 0" I OL9'-0"AFF I B.O. CEILING OIL 9'-0"AFF B.O. CEILING LLLL LUL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 r+____:_ nnnnn Huanta, Georgia 3ua39 T 770.432.9400 F 770.432.9934 F coM�F`'4 10/30/19 BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL P R 0 P E R T I E 3 THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANYWAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE 10/30/19 2019-047 TOILET PLANS AND ACCESSORIES Q N 4 0 0 1 1 /211= 1'-011 VANITY COUNTER 3 ENLARGED 1/411 = 11-011 TOILET - UNISEX 2 ENLARGED TOILETS - 1/4 ff = 1'-099 SOUTH WALL 1 E 1 /4" = 1'-011 NLARGED TOILETS - MAIN OFFICE PLAN A=602 ROOM FINISH SCHEDULE RM # ROOM NAME FLOOR FINISH BASE FINISH WALL FINISH CEILING FINISH CEILING HEIGHT COMMENTS RM # SHEET UP SHEET RIGHT SHEET DOWN SHEET LEFT B105 DRIVER RESTROOM PT-1 CT-4 CT-1,2,3 CT-1,3 CT-1,3 CT-1,3 GYPA 9'-0" CERAMIC TILE FULL HEIGHT ON ALL WALLS - SEE A-604 FOR ACCENT TILE PATTERN B105 A101 VESTIBULE WCT-1 RB-1 P-5/WC-1 P-5/WC-1 P-5/WC-1 P-5 GYPA 10'-0" (WC-1) UP TO 52" AFF PAINT (P-5) ABOVE; WALLS TO BE LEVEL 5 FINISH. SEE FINISH NOTE #32 FOR DETAILS A101 A104 OFFICE CPT-2 RB-1 P-1 P-1 P-1 P-1 ACT-1 9'-0" A104 A102 MAIN CORRIDOR SR-1,2 RB-1 P-5/WC-1 P-5/WC-1 P-5/WC-1 P-5/WC-1 ACT-1 12'-0" (WC-1) UP TO 52" AFF PAINT (P-5) ABOVE; WALLS TO BE LEVEL 5 FINISH. SEE FINISH NOTE #32 FOR DETAILS A102 A105 OFFICE CPT-2 RB-1 P-1 P-1 P-1 P-1 ACT-1 9'-0" A105 A106 OFFICE CPT-2 RB-1 P-1 P-1 P-1 P-1 ACT-1 9'-0" A106 A103 HALL CPT-1 RB-1 P-1 P-1 P-1 P-2 ACT-1 10'-0" A103 A107 OPEN OFFICE CPT-1 RB-1 P-1 P-1 P-2 P-1 ACT-1 10'-0" A107 A108 CONFERENCE CPT-1 RB-1 P-1 P-1 P-3 P-1 ACT-1 10'-0" A108 A109 OM OFFICE CPT-2 RB-1 P-1 P-1 P-1 P-1 ACT-1 9'-0" A109 A111 GALLEY SR-1 RB-1 P-6 P-5 P-5 P-5 ACT-1 1 9'-0" A111 Al 12 DRIVER LOUNGE SR-1 RB-1 P-5 P-5 P-5 P-5 ACT-1 10'-0" ALL WALLS TO BE LEVEL 5 FINISH Al 12 A113 TRANS/3PL OFFICE CPT-2 RB-1 P-1 P-1 P-1 P-1 ACT-1 9'-0" A113 A114 UNISEX PT-1 CT-4 CT-1,3 CT-1,3 CT-1,3 CT-1,2,3 GYPA 9'-0" CERAMIC TILE FULL HEIGHT ON ALL WALLS - SEE A-604 FOR ACCENT TILE PATTERN A114 A115 JANITOR SCA RB-1 CT-1/ P-5 CT-1/P-5 CT-1/P-5 CT-1/P-5 GYPA 9'-0" CT-1 6-6" HIGH WAINSCOT ON ALL WALLS - FULL TILES NO CUTS, PAINT P-5 ABOVE; WALL TO RECEEVE LEVEL 5 FINISH A115 A116 MDF SCA RB-1 -- -- -- -- ACT-1 9'-0" 3/4" FIRE -TREATED UNPAINTED PLYWOOD FULL HEIGHT ALL WALLS A116 A117 SUPPLY SR-2 RB-1 P-1 P-1 P-1 P-1 ACT-1 9'-0" A117 A118 WOMEN PT-1 CT-4 CT-1,3 CT-1,3 CT-1,3 CT-1,3 GYPA 9'-0" CERAMIC TILE FULL HEIGHT ON ALL WALLS - SEE A-604 FOR ACCENT TILE PATTERN A118 A119 MEN PT-1 CT-4 CT-1,3 CT-1,3 CT-1,3 CT-1,3 GYPA 9'-0" CERAMIC TILE FULL HEIGHT ON ALL WALLS - SEE A-604 FOR ACCENT TILE PATTERN A119 A120 SIDE CORRIDOR SR-1,2 RB-1 P-5/WC-1 WD-1 P-5/WC-1 P-5/WC-1 ACT-1 12'-0" (WC-1) UP TO 52" AFF PAINT (P-5) ABOVE; WALLS TO BE LEVEL 5 FINISH. SEE FINISH NOTE #32 FOR DETAILS A120 A121 GALLEY SR-2 RB-1 P-6 P-6 P-6 P-5 ACT-1 9'-0" ALL WALLS TO BE LEVEL 5 FINISH A121 A122 BREAK SR-1,2 RB-1 P-5 P-5 P-5 P-5 ACT-1 12'-0" ALL WALLS TO BE LEVEL 5 FINISH A122 A110 HALL SR-2 RB-1 P-6 P-5/WC-1 P-5/WC-1 P-5/WC-1 ACT-1 10'-0" (WC-1) UP TO 52" AFF PAINT (P-5) ABOVE; WALLS TO BE LEVEL 5 FINISH. SEE FINISH NOTE #32 FOR DETAILS A110 B101 TRUCKER'S CAGE -- -- -- -- -- SCA -- OPEN B101 B102 REMOTE OFFICE SR-1 RB-1 P-2 P-1 P-1 P-1 ACT-1 9'4" B102 B103 MEN PT-1 CT-4 CT-1,2,3 CT-1,3 CT-1,3 CT-1,3 GYPA 9'-0" CERAMIC TILE FULL HEIGHT ON ALL WALLS - SEE A-604 FOR ACCENT TILE PATTERN B103 B104 WOMEN PT-1 CT-4 CT-1,3 CT-1,3 CT-1,2,3 CT-1,3 GYPA 9'-0" CERAMIC TILE FULL HEIGHT ON ALL WALLS - SEE A-604 FOR ACCENT TILE PATTERN B104 FINISH LEGEND PAINT P-1 BEHR - PALAIS WHITE GR-W15 (OVERALL) P-2 BEHR - N360-2 SILVER MARLIN (ACCENT) P-3 BEHR - P200-7 BONFIRE NIGHT (ACCENT) P-4 BEHR - HD ORANGE 2015 P-5 BEHR - EPDXY (IPS-8) GR-W15 PALAIS WHITE P-6 BEHR - EPDXY (IPS-8) P-200-7 BONFIRE NIGHT P-7 BEHR - N460-6 HEMATITE (DOOR & WINDOW FRAMES) WALL PROTECTION WC-1 WOLF GORDON RAMPART, 'FOUNDATION', CONCRETE MIX WOOD FEATURE WALL WD-1 PINE #3 1X4 COMMON BOARD -PURCHASED FROM HOME DEPOT, STAIN: BEHR EXTERIOR WOOD STAIN SEMI -TRANSPARENT SLATE ST-102. INSTALLATION: BOARDS SHALL HAVE MINIMAL WARPING SUBMIT PRODUCT SAMPLE FOR APPROVAL. FIRE TREAT AS NEEDED. CERAMIC WALL TILE CT-1 DALTILE - GLAZED WALL TILE, COLOR: X114 DESERT GRAY, 6" X 6' CT-2 DALTILE - GLAZED WALL TILE, COLOR: Q097 ORANGE BURST, 6" X 6" CT-3 DALTILE - GLAZED WALL TILE, COLOR: 0190 ARCTIC WHITE, 6" X 6" CT-4 (BASE) DALTILE - COVED BASE A-3601, COLOR: X114 DESERT GRAY, 6" X 6" (SEE DETAIL 8 / A-605 ) CT-5 DALTILE - GLAZED WALL TILE, COLOR: X114 DESERT GRAY, 3" X 6"; PROVIDE COORDINATING 2"X6" BULLNOSE AT EXPOSED END EPDXY GROUT: CUSTOM BUILDING PRODUCTS, COLOR: #381 BRIGHT WHITE PORCELAIN FLOOR TILE PT-1 DALTILE- LINDEN POINT LP21 COLOR: GRIGIO, 12" X 24" (OFFSET PATTERN) EPDXY GROUT: CUSTOM BUILDING PRODUCTS, COLOR: #09 NATURAL GRAY CARPET TILE CPT-1 J & J COMMERCIAL CARPET TILE, ELEMENTAL MODULAR STYLE 7683, COLOR: 2640 HARDWARE 24" X 24" - ASHLAR PATTERN; PRIVATE LABEL P02HD - 495577-02A, CONTACT NICOLE LANKFORD @ 404.655.4455 CPT-2 J & J COMMERCIAL CARPET TILE, ELEMENTAL MODULAR STYLE 7683, COLOR: 2639 GALVANIZED 24" X 24" - ASHLAR PATTERN; PRIVATE LABEL P02HD - 495577-02B, CONTACT NICOLE LANKFORD @ 404.655.4455 WCT-1 J & J COMMERICIAL WALK -OFF CARPET TILE ALTER EGO, COLOR: INTELLIGENCE 1841 24" X 24" - QUARTER TURNED SEALED CONCRETE SCA SEALED CONCRETE 1/4" = 1'-0" FINISH LEGEND �W RUBBER BASE REA ROPPE, #123 CHARCOAL, 4" COVE BASE, VULCANIZED RUBBER RUBBER FLOOR TILE SR-1 (OVERALL) NORA RUBBER TILE, 1 METER SQUARE, GRANO NTX #5304 BLACK PEPPER SR-2 (ACCENT) NORA RUBBER TILE, 1 METER SQUARE, GRANO NTX #5303 FRANKINCENSE PLASTIC LAMINATE PLA WILSONART, PARK ELM 796K-12 SOFT GRAIN FINISH (BASE & UPPER CABINETS) PL-2 FORMICA, GRAYSTONE MATTE FINISH 464-58 (MICROWAVE SHELF) PL-4 WILSONART ORGANIC COTTON 4945-38 FINE VELVET FINISH (COUNTER TOPS WITHOUT PLUMBING, ADJUSTABLE SHELVING) PL-5 WILSONART, KINGSWOOD WALNUT 8218-38 FINE VELVET FINISH ( ASSOCIATE RESOURCE CENTER COUNTERTOP) SOLID SURFACE SS-1 DUPONT CORIAN ARROWROOT (COUNTERTOP W/ SINK AT BREAK) SS-2 DUPONT CORIAN ASH CONCRETE (COUNTERTOP W/ SINK AT RESTROOM VANITIES) DRY ERASE BOARD PARALLAX MAGNETIC DRY ERASE - MAX SIZE 4'H X 8'W. INSTALLED BY MANUFACTURER. CONTACT: TIFFANY HOFFER WITH PARALLAX DIGITAL STUDIOS @ 770.874.8500 DOORS PREFINISHED PLAIN SLICED WHITE OAK - STAIN TO MATCH MINWAX PICKLED OAK MOVEABLE PARTITION HUFCOR - CAIRN PATTERN COLOR: GREY FLANNEL 44-306. GRAY TRIM TOILET PARTITION BOBRICK PRIVACY PARTITION - DURALINE SERIES - COMPACT LAMINATE (CL PHENOLIC) 1082G SERIES - WITH GAP FREE OPTION, COLOR: 4878 PEWTER MESH WINDOW SOLAR SHADES BLINDS.COM COMMERCIAL SOLAR SHADES, 5% OPENNESS FACTOR COLOR: 0003 SOFT GRAY ACOUSTICAL CEILING TILE ACT-1 Z X 2'; NON DIRECTIONAL FISSURED TILE; ARMSTRONG FINE FISSURED WITH 15/16" ANGLED TEGULAR EDGE SEE o � i 20'- 0" A. F. F. PAINT TERMINATION NOTE: ORIENT NUMBER AND LETTERS PER GRID PLAN 1 STEEL JOIST GIRDER PAINT REMAINDER OF COLUMN PROFILE "WHITE" TO MATCH METAL DECK 24" HIGH BAND PAINTED "SAFETY RED"AT FIRE EXTINGUISHER LOCATIONS ONLY PAINT "10" HIGH "BLACK" ARIAL STYLE BOLD COLUMN NUMBER ON (2) SIDES - PAINT "10" HIGH ARIAL STYLE COLUMN LETTER ON OPPOSING (2) SIDES. PAINT COLUMN "THD 10 1 1 /2" = 1'-0" 3" = 1'-0" DALTI LE 6"X6" BULLNOSE TRIP S-4669 DALTILE 6"X6" BULLNOSE COF TRIM SCR-L-46E DALTI LE 6"X6" BULLNOSE TRIP S-4669 (USE FULL TILE DO NOT CUT) BULLNOSE CORNER - ISO CERAMIC WALL TILE I/4THICK CERAMIC COVE BASE 1/4" THICK INSTALL COVE BASE SO LOWER LIP FLUSHES W/ FLOOR TILE PORCELAIN FLOOR TILE 3/8" THICK TILE SANITARY COVE BASE EPDXY PAINT ON WALL ABOVE CONTINUOUS CAULK JOINT - TY& 52" AFF @ CORRIDORS _ TOP OF 'J' CAP BRUSHED ALUMINUM'X CAP 5/8" GYPSUM BOARD OVER METAL STUD FRAMING WOLF GORDON RAMPART WALLCOVERING 'FOUNDATION' IN CONCRETE MIX (WC-1) NOTE: PROVIDE LEVEL 5 WALL CIAIIQU r%K1111/AI 1 C "r^ CC!`CIVC LED WALL BASE ' CUSTOM ORANGE" I FROM FINISH FLOOR TYPICAL AT FIRE EXTINGUISHER TO 20'-0" A.F.F. 4 COLUMN PAINTING 3 WALL PROTECTION if 9-011 3" = 1'-0" WAINSCOT P-6 CEILING PROVIDE 3/4" LEIU OF GYP; RECIEVING (� (WC-1) AT 52' (P-5) ABOVE FINISH NOTE RUBBER BAS _ _ ---- - - P-6 b P-6 P-5 WC-1 / / P-6 SIDE CORRIDOR A120 BEYOND P-6 P-5 o P-5 wC-1 I ------ -- _ — WD-1 T�� WC-1 1x4 WOOD BASE STAINED TO ^ -� MATCH (WD-1) FIRETREATED PLYWOOD IN iUM WALL BOARD AT WALLS VD-1). AFF WITH 'J' CAP, PAINT )N ALL WALLS UNO. SEE 932 FOR DETAILS. RB-1 FINISH NOTES 1. ALL INTERIOR DOOR AND WINDOW FRAMES TO BE PAINTED (SEMI -GLOSS FINISH) TO BE (P-7). 2. ALL WALLS SHALL RECEIVE (1) COAT OF PRIMER PAINT AND (2) COATS OF SPECIFIED PAINT. 3. TRANSITIONS OF FLOORING MATERIAL TO OCCUR UNDER DOOR. 4. ALL SUBSTITUTES TO BE APPROVED BY TENANT. 5. SEND SAMPLES OF ALL FINISHES TO TENANT FOR APPROVAL. 6. FLOORING CONTRACTOR TO REVIEW ALL INSTALLATION CONDITIONS W/ TENANT BEFORE BEGINNING INSTALLATION. 7. PREP FLOORS W/ THINSET AS REQUIRED TO CREATE A FLUSH TRANSITION BETWEEN FLOORING SURFACE MATERIALS ALL THRESHOLDS TO MEET A.D.A REQUIREMENTS. 8. PAINT TRIM ON RECESSED CAN LIGHT FIXTURES TO MATCH ADJACENT CEILING. 9. PROVIDE RUBBER WALL BASE ON WAREHOUSE SIDE OF ALL DRYWALL PARTITIONS. 10. ALL INTERIOR WALL AND CEILING FINISHES TO COMPLY W/ CODE REQUIREMENTS FOR FIRE RESISTANT RATINGS. 11. SEE FINISH PLAN FOR EXTENTS OF FINISHES FOR ALL INTERIOR SURFACES. 12. DOCK EDGE ANGLES, BOLLARDS, INTERIOR BARRIER RAILS TO BE PAINTED SAFETY YELLOW. 13. DOWNSPOUT GUARDS, INTERIOR LADDER AND SAFETY CAGE TO BE PAINTED TO MATCH ADJACENT WALL COLOR. 14. PAINT WAREHOUSE SIDE OF REMOTE OFFICE & ELECTRICAL PUMP ROOM WALLS P-4 COLOR FULL HEIGHT. 15. PAINT WAREHOUSE SIDE OF MAIN OFFICE AREA WALL FROM FLOOR UP TO 20 FEET P-4 COLOR WITH REMAINDER OF WALL PAINTED BEHR WHITE. 16. PAINT WAREHOUSE COLUMNS FROM FLOOR UP TO 20 FEET P-4 WITH REMAINDER OF COLUMN PAINTED BEHR WHITE. COLUMNS WITH FIRE EXTINGUISHERS TO BE RECEIVE 12" HIGH BAND PAINTED "SAFETY RED" . TOP OF RED BAND TO BE LOCATED T BELOW THE GIRDER. SEE DETAIL 4 / A-605 17. PAINT VERTICAL FIRE SPRINKLER RISERS SAFETY RED TO UNDERSIDE OF STRUCTURE. 18. ALL GYPSUM BOARD CEILINGS, SOFFITS, HEADERS AND BULKHEADS TO BE PAINTED P-1 UNLESS NOTED OTHERWISE. 19. SEE FINISH PLANS & ELEVATIONS FOR EXTENT OF WALL TILE & HEIGHTS. 20. USE BULLNOSE TRIMS @ OUTSIDE CORNERS AND @ TOP OF ALL WAINSCOT WALLS (TYPICAL). 21. SOLID SURFACE TO BE USED FOR COUNTERS WITH PLUMBING; PLASTIC LAMINATE TO BE USED ON ALL OTHER COUNTERS. 22. PROVIDE STAINLESS STEEL CORNER GUARDS AT ALL EXPOSED EXTERNAL CORNERS OF DRYWALL PARTITIONS, INCLUDING WAREHOUSE SIDE OF OFFICES. CONSTRUCTION SPECIALITIES INC, OR EQUAL CO-8, 1-1/2" x 1-1/2" x 72" CORNERGUARD. WHERE WAINSCOT (WC-1) OCCURS, TERMINATE CORNER GUARD TO UNDERSIDE OF ALUMININUM J-CAP TRIM 23. PROVIDE ACID RESISTANCE EPDXY FLOOR COATING IN BATTERY CHARGING AREA. 24. ALL BASE AND UPPER CABINETS SHALL BE PLASTIC LAMINATE FINISH, CONSTRUCTION EQUAL TO A.W.I. CUSTOM GRADE. 25. ALL DRAWERS SHALL UTILIZE BLUM METABOX DRAWER SYSTEM 320M5500 WITH 1/2" THICK SOLID POLYETHYLENE DRAWER BOTTOMS. 26. RUBBER TILE FLOORS SHALL BE SPECIAL PURCHASE, FURNISHED BY NORA SYSTEMS. TILE SHALL BE INSTALLED BY CERTIFIED NORA CONTRACTOR, AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. REMOVE SUB -FLOOR RIDGES AND BUMPS. FILL LOW SPOTS, CRACKS, JOINTS, HOLES AND OTHER DEFECTS WITH SUB -FLOOR FILLER TO ACHIEVE SMOOTH, FLAT, HARD SURFACE PRIOR TO INSTALLATION. 27. FOR CARPET FLOORING, PROVIDE EPDXY MOISTURE BARRIER COATING EQUAL TO TEC LIQUIDAM BY H.B. FULLER. PROVIDE ALTERNATE PRICE TO DELETE IF MEASURED VAPOR TRANSMISSION IS WITHIN MANUFACTURER REQUIREMENTS. 28. NOT USED. 29. PAINT INTERIOR SIDE OF EXPOSED CONCRETE WALLS AND CONDUITS IN WAREHOUSE BEHR WHITE UNLESS NOTED OTHERWISE. EXPOSED CONDUIT AND PIPING ATTACHED TO WALLS SHALL BE PAINTED TO MATCH WALL ON WHICH THEY OCCUR. 30. PROVIDE BLOCKING IN WALLS TO SUPPORT CABINETS, WALL BRACKETS, HANDRAILS, GRABARS, TOILET ACCESSORIES, TOILET PARTITIONS, TELEVISIONS, AND AV EQUIPMENT. 31. PROVIDE AND INSTALL COMMERCIAL SOLAR WINDOW SHADES WITH 5% OPENESS FACTOR AT ALL EXTERIOR OFFICE WINDOWS, GUARDHOUSE, AND IN INTERIOR VIEW WINDOWS AT MAIN BREAKROOM. PURCHASE SHADES FROM BLINDS. COM. CONTACT: DANIELLE SANSONE (713) 430 - 4945. 32. PROVIDE AND INSTALL WOLF CORDON WALLCOVERING WAINSCOT (WC-1) WITH BRUSHED ALUMINUM 'J' CAP AT 52" AFF IN CORRIDORS WHERE INDICATED ON FINISH PLAN. WALLCOVERING SHALL BE RAILROADED WITH NO SEAMS. SEE DETAIL 3 / A-605 CONTACT: KAELIN HIPES WITH WOLF GORDON AT(770) 212 - 0629. 33. PAINT INTERIOR SIDE OF EXTERIOR WAREHOUSE DOORS HOME DEPOT ORANGE, P-4 34. PROVIDE PARALLAX MAGENTIC DRY ERASE BOARD. 4' H x 6' W IN PRIVATE OFFICES & 4' H x 8' W IN CONFERENCE AND TRAINING ROOMS. PARALLAX TO INSTALL. CONFIRM ALL LOCATIONS AND SIZES PRIOR TO ORDERING 35. PROVIDE 3/4" FIRE -TREATED PLYWOOD IN LIEU OF GYPSUM WALL BOARD ON WALLS TO RECEIVE (WD-1). SEE DETAIL 9 / A-605 36. ALL PRIVATE OFFICES, CONFERENCE ROOMS, TRAINING ROOMS, INTERVIEW ROOMS AND RESTROOM WALLS SHALL HAVE ROCKWOOL SAFE N SOUND ATTENUATION BLANKETS WITH SOUNDBREAK XP IN THE SURROUNG WALLS AND ABOVE THE CEILINGS. SEE PLANS FOR EXTENTS. 3 5/8" METAL STUD 24 �- 5/8" GYPSUM BOARD 9 1 1 /211 = 1'-0" 7 6" = 1'-0" SEALANT WOOD'U TRIM STAINED TO MATCH WOOD PANELING (WD-1) WOOD PANELING (WD-1) 3/4" FIRE TREATED PLYWOOD SUBSTRATE, PAINTED BLACK 1 X 4 WOOD BASE BELOW, STAIN TO MATCH (WD-1) WOOD PANEL TRIM RUBBER TILE LEGEND SR-1 (OVERALL) NORA RUBBER TILE, 1 METER SQUARE, GRANO NTX #5304 BLACK PEPPER SR-2 (ACCENT) NORA RUBBER TILE, 1 METER SQUARE, GRANO NTX #5303 FRANKINCENSE (CT-2), 5' - 6" WAINSCOT, F TILES - NO CI SEE SHEET A FLOOR PATTERN LEGEND SHEET RUBBER RUBBER TRANSITION - TILE AS 'ROPPE' #50 SCHEDULED CARPET AS SCHEDULED TS-1 VINYL REDUCER STRIP - 'ROPPE' SHEET RUBBER TILE AS SCHEDULED SEALED CONCRETE TS-2 PORCELAIN TILE SCHLUTER RENO -V (SEE PLAN) SHEET RUBBER TILE AS SCHEDULED FTS-3 STAINLESS STEEL TRANSITION STRIP 'SCHLUTER' - "RENO-U" SIZE TO MATCH TILE THICKNESS PORCELAIN TILE (SEE —� PLAN) SEALED CONCRETE OR CARPET (SEE PLAN) TS-4 6 TRANSITION STRIP 611=1'-0" DETAILS (CT-2), 5'- 6" HIGH WAINSCOT, FULL TILES - NO CUTS. SEE SHEET A-604 TRUCKER'S DRIVER CAGE ,__RESTROO B101 u B105 5 FINISH PLAN - 1 /8" = 1'-0" SOUTH WALL LtLL LL LL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 10/30/19 BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 t SCANNELL ' P P 0 P E R T I E S THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. 10/30/19 2019-047 FINISH SCHEDULE AND PLAN A=605 Q M O N O M 1 /4" = 1'-0" INTERIOR ELEVATION -MAIN CORRIDOR A102 (SOUTH) 1 FINISH PLAN - MAIN OFFICE 1/8 " = 1'-0" 0 Z 3 A-703 2 1 �- UTRANS/3PL NISEX ( (; - - -- -- -- -- -OFFICE 0 A114 A113 -- oC4 •. . �- g OFFICE i o A106 a. ...., I OPEN v OFFICE 51 DRIVER A107 LOUNGE �A-603 A112 1 4� ® - - I FOL OFFICE i WOMEN A105 5 1 A660ss 1 B 04 ,... a .: HALL _ _ o I I I OM OFFICE ,CONFERENCE - .- Oj JANITORS H GALLEY HALL li A109 ® _ A108 ��- OFFICE Q......... MEN E N I I R I MAIN � � CORRIDOR —<VESTIBULEX A REMOTE MDF SUPPLY A102 101 -703 A-703 A116 OFFICE A117 IL — — — — — WOMEN DRIVER 0 RESTR00M B105 i TRUCKER'S I I 0 0 0 0 Inn I I B LORA CAGE I ISIDE al==� 6101 I I CORRIDOR GALLEY BREAK. — Aao3 I � � I A120 Q A122 M II I I I MEN F1A119 ol- _.._. .F. LOCKERS BY OTHERS A-703 i•. r" �: E FOR REFERENCE ONLY 0 =71 FOR REFERNCE ONLY 4 FURNITURE PLAN - REMOTE OFFICE 3 FURNITURE PLAN - MAIN OFFICE 1/8" = 1'-0" 1/811= 1'-011 �12'-0"AFF �12'-0"AFF . CEILING - - -- i - -- __.... —I-.-: V B.O. CEILING T_ .. r.._ _...--'.............._�. _. _--__-._. _..._. __. _. _ _ _ _. __.__._._� �..._..__ ......_........_...._.. ..._.._...._..... ........ ---.._.....__.._—._...._.....I.... ............ ..._.....-'--'—'--........._............__..............__ ._..._..._—. _ ._ .._........... _..... . ._..._L..--- --------------- ......._1__.._..-__ . _...... 1...._.... -----...._. _._.......-'------.._..__._...._..............................._....__. PAINT WALL AND SOFFIT -- _ ._. __-_---.—_.._.__ _—. = PAINT WALL AND SOFFIT ABOVE (P-6) FP-6 ABOVE (P-6) - (WC-1) AT 52" AFF WITH 'J' CAP, PAINT - PROVIDE 3/4" FIRETREATED PLYWOOD IN - - -- - - - (P-5) ABOVE ON ALL WALLS UNO. SEE CD( - _-- _ —. —�_ _..._ LIEU OF GYPSUM WALL BOARD AT WALLS FINISH NOTE #32 FOR DETAILS. —_.. RELIEVING (WD-1). (CT-1) 66" AFF WITH BULLNOSE T- - — RUBBER BASE (RB-1) ..—.- ........ ___._. _....____.._...__._..._._.._._._........_......__...__..__._. ____ .__.-._..._...._...._. _._ .—..—...._. _...._.. _._._......__._._. .._._A_...—......._...___.._ _..._ _...____-___._. _._.- .....___.._...-..__..._. TOP -FULL TILES NO r r r � � � r I I o CUTS. PAINT (P-5) ABOVE. _�___._............. ._..._._ ...._..._—.____._ _._.._.._..._.._.___._. r -- - ------ - -�_. —. WC-1 WC-1 WC-1 WC-1 - 1X4 WOOD BASE STAINED `rLJ� RUBBER BASE (RB-1) - TO MATCH (WD-1) 2 INTERIOR ELEVATION - SIDE CORRIDOR A120 (WEST) 1 - INTERIOR ELEVATION - SIDE CORRIDOR A120 (EAST) Fl--/4 v = 1'-0" 1 F 1/419 = 1'-011 LUL ,A & &,A LUL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 um'��'e CotftC I Co Nx 10/30/19 BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL W� P R a P E R 7 I E s THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANYWAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ©Macgregor Associates Architects, Inc. - 1987-2019 ARCHITECTURAL: BACKGROUND PLANS - 02/03/20 CIVIL: CIVIL PLAN - 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C - 09/13/19 �•PROJECT NO 10/30/19 2019-047 ENLARGED FURNITURE PLANS, INTERIOR ELEVATIONS -606 SET 1 - STOREFRONT DOORS CYLINDER CORE (MASTER KEYED) BALANCE OF HARDWARE BY STOREFRONT SUPPLIER PIVOT HINGES - TOP, BOTTOM, INTERMEDIATE EXIT DEVICE - RIM MOUNTED CONCEALED CLOSER FLOOR STOP WEATHERSTRIP DOOR BOTTOM SWEEP THRESHOLD SET 2 - TRUCKER ENTRY DOOR BALL BEARING BUTTS - NRP LOCKSET - CLASSROOM FUNCTION CLOSER W/ DOOR STOP WEATHERSTRIP DOOR BOTTOM SEAL THRESHOLD LATCH GUARD PROTECTOR DRIP CAP KICK PLATE (INTERIOR SIDE ONLY) SC 1 3 - YVARCHU OC CAI I UNLT DOORS BALL BEARING BUTTS - NRP INTERIOR LEVER LOCKSET - EXIT ONLY KEYED CYLINDER AND PULL TRIM - EXTERIOR OVERHEAD CHAIN CRASH STOP WEATHERSTRIP DOOR BOTTOM SEAL THRESHOLD LATCH GUARD PROTECTOR DRIP CAP KICK PLATE (INTERIOR SIDE ONLY) CCT A C'IGC PUMP CCCM IIC IQ1 C 1'1fl�11010 1 BALL BEARING BUTT HINGES - NRP LOCKSET - STOREFRONT FUNCTION CLOSER ACTIVE LEAF W/ STOP FUNCTION FLUSHBOLTS - INACTIVE LEAF WEATHERSTRIP DOOR BOTTOM SEALS THRESHOLD LATCH GUARD PROTECTOR DRIP CAP KICK PLATES (INTERIOR SIDE ONLY) PRECAST CONCRETE IA/AI I PANFI DOOR GUIDE TRACK BEYOND INSULATED VERTICAL LIFT OVERHEAD DOOR rH1 HEAD PRECAST CONCRETE WAL' PANEL 4'- 0" HIGH TRACK GUARD BY DOCK EQUIPMENT SUBCONTRACTOR HIGH LIFT OVERHEAD DOO TRACK ASSEMBLY SECURED TO CONCRETE WALL PER MANUF. REQUIREMENTS. etELD J3 JAMB SEL-L- HARDWARE SCHEDULE SET 5 - SECTIONAL OVERHEAD DOORS SET 15 - SECURE DOOR - CARD READER MANUFACTURER'S STANDARD HARDWARE ELECTRIFIED HINGES LOCKSET - ELECTROMECHANICAL W/ REQUEST TO EXIT SET 6 - LOCK SET (STOREROOM) CLOSER FLOOR STOP BUTT HINGES SILENCERS LOCK SET - STOREROOM FUNCTION FLOOR STOP PREP DOOR FOR BEST 9K LOCK SILENCER WOOD DOORS REQUIRE WIRE CHASE PREP FROM LOCK KICKPLATE - BOTH SIDES PREP TO DOOR HINGE CLOSER TENANT SECURITY VENDOR WILL INSTALL LOCKSET SET 7 - LATCH SET (PASSAGE) +&T1�Cc�A\IT C\IT V 1111CCL1 or_ 1 01 UMr_r-ICVVI GIY I ICI U%J%JMQ BUTT HINGES LATCH SET CYLINDER CORE - (MASTER KEYED) FLOOR STOP PRECISION CONCEALED VERTICAL ROD EXIT DEVICE WITH PULL SILENCERS ACTIVE DOOR - TS-2608ELR x 2900a x RHRB INACTIVE DOOR - TS2601 x LHRB EXIT ONLY SET 8 - LOCK SET (OFFICE) NOTE: EXIT DEVICE SHALL BE DELIVERED TO THE STOREFRONT FABRICATOR FOR FACTORY INSTALLATION. FIELD PREP AND FIELD BUTT HINGES INSTALLATION IS NOT AN OPTION. LOCK SET - OFFICE FUNCTION FLOOR STOP BALANCE OF HARDWARE BY STOREFRONT SUPPLIER: SILENCERS L I.OIVI^.EALED OVCRHEAD I.LOSERS 2 PAIR OF HINGES SET 9 - PUSH/PULL (RESTROOMS) 1 PAIR OF ELECTRIC TRANSFER HINGES KICK DOWN DOOR STOP EACH DOOR BUTT HINGES PUSH/PULL SET NOTE: TENANT SECURITY VENDOR WILL MAKE FINAL CLOSER CONNECTIONS FLOOR STOP TO POWER SUPPLY AND CARD READER CONNECTION. SILENCERS KICKPLATES - BOTH SIDES SET 19 - INTERIOR TRUCKER ENTRY GATE - SECURITY GATE SET 10 - LOCK SET (CLASSROOM) LOCKSET - ELECTROMECHANICAL W/ REQUEST TO EXIT CLOSER BUTT HINGES REMAINING HARDWARE BY WIRE MESH PARTITION FABRICATOR: LOCK SET - CLASSROOM FUNCTION 1. WELDABLE GATE BOX TO RECEIVE BEST 93K W/ 2 3/4" BACKSET FLOOR STOP AND 1 3/4" THICKNESS. OBTAIN TEMPLATE AT RII FNC`FRR �. -..��. `v WWW,KEFDFX,COM/BOXES,HTM-PART*K-BXSG1234-BEST 2. LOCK BOX SHALL BE MOUNTED AT 42" A.F.F. SET 11 - LOCKSET (CLASSROOM W/ CLOSER) 3. GAP BETWEEN GATE AND LATCHING POST SHALL BE 1/2" MAXIMUM - 1/4" PREFERRED. SAME AS SET 10 BUT WITH CLOSER 4. PROVIDE 1/8" METAL PLATE AT THE HEAD OF GATE AND AT THE TRANSOM FOR MOUNTING A CLOSER. SET 12 - LOCK SET (PRIVACY) 5. MOUNT PLATE TO PREVENT INTERIOR LEVER FROM BEING REACHED FROM THE EXTERIOR SIDE OF THE GATE. BUTT HINGES 6. NOTE: TENANT SECURITY VENDOR WILL INSTALL LOCKSET. LOCK SET - PRIVACY FUNCTION FLOOR STOP SET 20 - ALUMINUM SLIDING DOORS cll Cnl�Coc L VILIVVLI\V KICKPLATE - BOTH SIDES 1 CYLINDER CORE - (MASTER KEYED) REMAINING HARDWARE BY SLIDING DOOR MANUFACTURER nr)rK .qI-IFI TFP CAST DRIP IELTER PRECAST CONCRETE WALL PANEL METAL DRIP CAP HOLLOW METAL FRAME PRECAST CONCRETE WALL PANEL HOLLOW METAL FRAME ^ONCRETE SLAB -IRESHOLD - SET INTO .AD OF SEALANT KT. CONCRETE WALK - SLOPE AWAY ROM BUILDING MIN. OF 1/4" PER FOOT PRECAST C( WALL PANEL DOOR GUIDI BEYOND INSULATED OVERHEAD CK CAST DRIP CONCRETE WALL PANEL, U=.51 4'-0" HIGH TRACK GUARD BY DOCK EQUIPMENT SUBCONTRACTOR HIGH LIFT OVERHEAD DOOR - TRACK ASSEMBLY SECURED TO CONCRETE WALL PER MANUF. REQUIREMENTS. 0 STEEL ANGLE SEE STRUCTURAL DWGS B.F.F • SLOPE J2 JAMB SET 21 - EXTERIOR PATIO GATE - ORNAMENTAL IRON ORNAMENTAL IRON GATE TO INCLUDE DETEX EA V40 EB W/ 36" 628 IC7 FCV-W3 AND EA BE-961-1 BATTERY ELIMINATOR 120 VAC TO 9 VOLT DC TRANSFORMER. INCLUDE WEATHERPROOF FLEX CONDUIT KIT. PROVIDE 12" HIGH X 1/8" PLATE ON INSIDE OF GATE CENTERED AT 39" AFF TO MOUNT EXIT DEVICE. SET 22 - MDF ROOM - CARD READER ELECTRIFIED HINGES LOCKSET - ELECTROMECHANICAL W/ REQUEST TO EXIT CLOSER FLOOR S T OP KICKPLATES - BOTH SIDES WEATHER STRIPPING - JAMB AND HEAD DOOR BOTTOM SWEEP THRESHOLD • PREP DOOR FOR BEST 9K LOCK. • WOOD DOORS REQUIRE WIRE CHASE PREP FROM LOCK PREP TO DOOR HINGE. • TENANT SECURITY VENDOR WILL INSTALL LOCKSET REMARKS LEGEND 1. MOVABLE PARTITION SHALL BE EQUAL TO HUFCOR #632, CENTER STACKING, PAIRED PANELS. MINIMUM STC RATING OF 51, PARTITION PANELS SHALL HAVE AN 18 GA. METAL FACER WITH TYPE II VINYL WALLCOVERING (HIGHLAND COLOR 274 DOVER), PROVIDE 4 FT. HIGH WHITE MARKERBOARD SURFACE FULL LENGTH EXCEPT END PANELS, ON BOTH SIDES U.N.O., FRAMES SHALL BE MINIMUM 16 GAGE STEEL WELD CONSTRUCTION. )N DOOR PANEL ED SIDE FRAMES REINFORCED SIDE FRAMES i i 3-PLY RILON'DOOR PANEL i HIGH LIFT OVERHEAD - 3-PLY RILON DOOR DOOR, U = 1.45 PANEL CONCRETE PANELS TO RECEIVE REINFORCED SIDE TEXTURE COATING FRAMES ARMOR EDGE JOINT BREAK -AWAY BOTTOM BAR 3 X 3 X 1/4 STEEL ANGLE SEE STRUCTURAL DWGS N 00 S o L s g po o .o Oo & g Oo o . o & 8 po o .o Oo � S po 0 o Oa 8. • p o 0 0 0 o; ;a og ;o o; ;o a• S2 SILL\/��\/��\���/� �° DOOR DOOR PANEL NUMBER ELEV WIDTH HEIGHT THICKNESS PANEL 1 PANEL 2 DOOR SCHEDULE DOOR MATERIAL DOOR FINISH FRAME MATERIAL FRAME FINISH HEAD JAMB SILL FIRE RATING HDW 101 H 24'- 0" 18' - 0" SECTIONAL STL INSULATED PREFINISHED - - 101.A B 3' - 0" 0' - 0" T- 0" 0'- 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 101.X JF 24'- 0" 18'- 0" FABRIC SPEED DOOR - 102.A B T- 0" 0' - 0" 7' - 0" 0'- 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 103.A B 3' - 0" 0' - 0" 7' - 0" 0' - 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 104.A B 3' - 0" 0' - 0" T - 0" 0'- 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 105 H 9' - 0" 10' - 0" SECTIONAL STL INSULATED PREFINISHED - 106 H 10' - 0" 10' - 0" SECTIONAL STL INSULATED PREFINISHED - 107 H 10' - 0" 10' - 0" SECTIONAL STL INSULATED PREFINISHED - 108 H 10' - 0" 10' - 0" SECTIONAL STL INSULATED PREFINISHED - 1 11 1 It _ 110 H 10' - 0" 10' - 0" SECTIONAL STL INSULATED PREFINISHED - 1 '- '- T S T F I 112 H 9' - 0" 10' - 0" SECTIONAL STL INSULATED - 113 H 9' - 0" 10' - 0" SECTIONAL STL INSULATED - 114 H 9' - 0" 10' - 0" SECTIONAL STL INSULATED - 115 H 9' - 0" 10' - 0" SECTIONAL STL INSULATED - 11R N 0' _ nil1n' _ n" C�(1NI `TI(AI CTI IAICII I ATpn TiT 201.A B 3' - 011 0' - 0" 7' - 0" 0'- 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 202.A B T- 0" 0' - 0" 7' - 0" 0'- 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 203.A B 3' - 011 0' - 0" 7' - 0" 0'- 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 204.A B 3' - 011 0' - 0" T - 0" 0'- 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 205.A B 3' - 011 0' - 0" 7' - 0" 0'- 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 206.A B 3' - 011 0' - 0" 7'- 0" 0'- 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 207.A B 3' - 0" 0' - 0" 7' - 0" 0'- 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 208.A B T - 0" 0' - 0" 7'- 0" 0'- 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 209.A B 3' - 0" 0' - 0" 7' - 0" 0'- 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 210.A D T- 0" 0' - 0" 7' - 0" 0'- 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 301.A S T- 3 1/2" T- 3 1/2" 7'- 0" 0'- 0" ALUMINUM ANODIZED ALUMINUM 302.A A 3' - 0" 0' - 0" 7' - 0" 0'- 1 3/4" ALUMINUM ANODIZED ALUMINUM 303.A B 3' - 0" 0' - 0" 7' - 0" 0'- 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 304.A B 3' - 0" 0' - 0" 7'- 0" 0'- 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 305.A B T- 0" 0' - 0" 7' - 0" 0'- 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 306 H 24' - 0" 18, - 0" SECTIONAL STL INSULATED PREFINISHED - - 306.A B 3' - 0" 0' - 0" 7' - 0" 0'- 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 306.X JF 24'- 0" 18' - 0" FABRIC SPEED DOOR - - - 401.A B T- 0" 0' - 0" 7' - 0" 0'- 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 402.A B 3' - 0" 0' - 0" 7' - 0" 0'- 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED AnQ TVV w 11 `)AI _ nI' LT - V 101 nil I V _U cC/'`TInn1A1 CTI IAICI it A'r[=M VLV 1 IVIV/1L 1.21 1- IIVVVL/11 I-V OOCCIAIICIJCPI rl\LI IIVIVI ILL/ - - 403.A B 3' - 0" 0' - 0" 7' - 0" 0'- 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 403.X JF 24' - 0" 18' - 0" FABRIC SPEED DOOR - - - 404.A B T- 0" 0' - 0" 7' - 0" 0'- 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 405 H 24'- 0" 18'- 0" SECTIONAL STL INSULATED PREFINISHED - - 405.A B 3' - 0" 0' - 0" 7' - 0" 0'- 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 405.X JF 24' - 0" 18' - 0" FABRIC SPEED DOOR - - - 406.A B 3' - 0" 0' - 0" 7' - 0" 0'- 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 407 H 24' - 0" 18' - 0" SECTIONAL STL INSULATED PREFINISHED - - 407.A B 3' - U" U' - U" P - U" U'- 1 3/4" HOLLOW ME I AL PAIN I EL)HULLUW ME I AL PAINTED 407.X JF 24' - 0" 18' - 0" FABRIC SPEED DOOR - - - 408.A B T- 0" 0' - 0" 7' - 0" 0'- 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 409 H 24' - 0" 18' - 0" SECTIONAL STL INSULATED PREFINISHED - - 409,A B 3' - 0" 0' - 0" 7'- 0" 0' - 1 3/4" HOI I OW MFTAI PAINTED H0I W MAI _ IOFT ___ - . _. PAINTED 409.X JF 24'- 0" 18' - 0" FABRIC SPEED DOOR - - - 410.A B 3' - 0" 0' - 0" T- 0"* 0'- 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 411 H 24' - 0" 18' - 0" SECTIONAL STL INSULATED PREFINISHED - - 411.A B T - 0" 0' - 0" 7'- 0" 0'- 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 411.X JF 24'- 0" 18' - 0" FABRIC SPEED DOOR - - - M102 9'-011 0'-1" MAIN OFFICE A101 AA 3' - 0" 3' - 0" 7' - 0" 0'- 1 3/4" ALUMINUM ANODIZED ALUMINUM ANODIZED Al03 C 3' - 0" 0' - 0" 7' - 0" 0'- 1 3/4" SC WOOD PREFINISHED HOLLOW METAL PAINTED Al04 C 3' - 0" 0' - 0" 7' - 0" 0'- 1 3/4" SC WOOD PREFINISHED HOLLOW METAL PAINTED Al05 C 3' - 0" 0' - 0" 7'- 0" 0'- 1 3/4" SC WOOD PREFINISHED HOLLOW METAL PAINTED Al06 C 3' - 0" 0' - 0" 7' - 0" 0'- 1 3/4" SC WOOD PREFINISHED HOLLOW METAL PAINTED Al08 C 3' - 0" 0' - 0" 7' - 0" 0'- 1 3/4" SC WOOD PREFINISHED HOLLOW METAL PAINTED Al09 C 3' - 0" 0' - 0" T - 0" 0'- 1 3/4" SC WOOD PREFINISHED HOLLOW METAL PAINTED A111 C.O. 4' - 0" 7' - 0" HOLLOW METAL PAINTED Al 12 C T- 0" 0' - 0" 7' - 0" 0'- 1 3/4" SC WOOD PREFINISHED HOLLOW METAL PAINTED Al13 C 3' - 0" 0' - 0" 7' - 0" 0'- 1 3/4" SC WOOD PREFINISHED HOLLOW METAL PAINTED Al 14 B T- 0" 0'- 0" 7'- 0" 0' - 1 3/4" SC WOOD PREFINISHED HOLLOW METAL PAINTED Al 15 B 3' - 0" 0' - 0" 7'- 0" 0'- 1 3/4" SC WOOD PREFINISHED HOLLOW METAL PAINTED Al 16 B 3' - 0" 0' - 0" T - 0" 0'- 1 3/4" SC WOOD PREFINISHED HOLLOW METAL PAINTED Al 17 B 3' - 0" 0' - 0" 7' - 0" 0'- 1 3/4" SC WOOD PREFINISHED HOLLOW METAL PAINTED Al 18A B 3'- 0" 0' - 0" T- 0" 0'- 1 3/4" SC WOOD PREFINISHED HOLLOW METAL PAINTED A118B G 3' - 0" 0' - 0" 7' - 0" 0'- 1 3/4" SC WOOD PREFINISHED HOLLOW METAL PAINTED Al 19A B 3' - 0" 0' - 0" T - 0" 0'- 1 3/4" SC WOOD PREFINISHED HOLLOW METAL PAINTED A119B G 3' - 0" 0' - 0" 7' - 0" 0'- 1 3/4" SC WOOD PREFINISHED HOLLOW METAL PAINTED A120 S T- 3 1/2" T- 3 1/2" 7'- 0" 0'- 0" ALUMINUM ANODIZED ALUMINUM ANODIZED A122A C 3' - 0" 0' - 0" 7' - 0" 0'- 1 3/4" SC WOOD PREFINISHED HOLLOW METAL PAINTED A122B C 3'- 0" 0'- 0" T- 0" 0'- 1 3/4" 1 SC WOOD 1PREFINISHED I HOLLOW METAL IPAINTED REMOTE TOILET B101 K 8'-011 0'-211 B102 C 3' - 0" 0' - 0" 7'- 0" 0'- 1 3/4" SC WOOD PREFINISHED HOLLOW METAL PAINTED B103 G 3' - 011 0' - 0" 7' - 0" 0'- 1 3/4" SC WOOD PREFINISHED HOLLOW METAL PAINTED B104 G 3' - 0" 0' - 0" T - 0" 0'- 1 3/4" SC WOOD PREFINISHED HOLLOW METAL PAINTED B105 B 3'- 0" 0'- 0" T- 0" 0'- 1 3/4" 1 SC WOOD IPREFINISHED I HOLLOW METAL I PAINTED 1'-2"1 24'-011 24' WIDE X 18' HIGH DIRVE-IN - OVERHEAD DOOR - SEE 3 / A-501 o I CV �r 8" DIA X U HIGH BOLLARD WITH SAFEI YELLOW SLEEVE - SEE 1 / A-503 NOTE: CONTROL BOX AND CONDUIT LOCATED INSIDE OF BUILDING CONDUIT - BY OTHERS CONTROL BOX - BY RYTEC I� II II II II II I� II II II I� II I� II II II II II DISCONNECT - BY r II OTHERS I Inmmlri� II II 1' II II pail J� 4 J LJ LLL _cJ"L __JJ FLOOR LOOP CONDUIT - BY OTHERS II II II DOOR OPENING WIDTH COMMENTS DOOR NUMBER H2 J2 S2 - 5 101 H2 J2 S3 3 101.A 101.X H2 J2 S3 3 102.A H2 J2 S3 3 103.A H2 J2 S3 3 104.A H1 J1 S1 - 5 105 H1 J1 S1 - 5 106 H1 J1 S1 - 5 107 H1 J1 S1 - 5 108 H1 J1 S1 1 5 1101d H2 J2 S3 H2 J2 S3 H2 J2 S3 H2 J2 S3 H2 J2 S3 H2 J2 S3 H2 J2 S3 H2 J2 S3 H2 J2 S3 H3 J3 S3 H4 -- S4 H6 J6 S6 H2 J2 S3 H2 J2 S3 H2 J2 S3 H2 J2 S2 H2 J2 S3 H2 J2 S2 H2 J2 S3 H2 J2 S3 H2 J2 S2 H2 J2 S3 H2 J2 S2 H2 J2 S3 H2 J2 S2 H2 J2 S3 H2 J2 S2 H2 J2 S3 H2 J2 S2 H2 J2 83 H2 J2 S2 H2 J2 S3 H2 J2 S2 H2 _I2 S3 H2 J2 S2 H2 J2 S3 H2 J2 S2 H2 J2 S3 H2 J2 I S2 H6 J6 S6 Hll J11 Hll J11 Hll J11 Hll J11 Hll H11 J11 J11 H13 J13 Hll J11 Hll J11 H11 J11 H12 J12 H12 J12 Hll J11 Hll J11 Hll J11 Hll J11 Hll J11 H7 S6 Hll J11 Hll J11 1 _ 311 TRACK GUARDS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i Lo - - - - - - - - - - - - - - - - - - - - - - - - - - -� J cV 1 v I HL UUUM VVIU I n - 5 5 - 5 R = v 3 3 3 3 3 3 2 20 1 3 3 3 5 3 5 FAST SEAL WITH BREAK -AWAY BOTTOM BAR 3 3 - 5 3 5 FAST SEAL WITH BREAK -AWAY BOTTOM BAR 3 5 3 5 FAST SEAL WITH BREAK -AWAY BOTTOM BAR 3 5 3 5 FAST SEAL WITH BREAK -AWAY BOTTOM BAR 3 5 3 5 FAST SEAL WITH BREAK -AWAY BOTTOM BAR 3 5 3 5 I FAST SEAL WITH BREAK -AWAY BOTTOM BAR 'r7alfe7u 18 CARD READER 11 8 8 8 7 8 -- CASED OPENING 15 CARD READER 8 12 6 22 CARD READER 6 9 9 9 9 20 MOTORIZED - SLIDING DOOR 9 9 19 8 9 9 12 LL LL LL LL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 A �1. 11• - n........ i.. OnOOn P1LIdI1Ld, l7CVllylcl ovoov T 770.432.9400 F 770.432.9934 208.A 3d�I.1 SCANNELL P R O P E R T I E S 14 THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANYWAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. 10/30/19 2019-047 . DOOR DETAILS, HARDWARE AND SCHEDULE Q N 0 CID 0 N O M 1 1/2 = 1'-0" EXTERIOR DOOR DETAILS 1 1/411 /4" = 1'-0" FAST SEAL DOOR DETAIL A=701 SOLID PLATE ABOVE TO MOUNT CLOSER 8" SOLID PLATE ON GATE 3" X 4" POST AT LATCH SIDE CHAIN LINK GATE 0 MOUNT EXIT DEVICE ❑ ❑ ❑ ❑ ONTO STEEL PLATE F! NOTE: GATE PROVIDER TO INSTALL A WELDABLE GATE BOX TO RECEIVE BEST 93K W/ I I 2 3/4" 0ACKSET AND 1 3/4" THICKNESS OBTAIN TEMPLATE TYPE LU----------- U PRIOR TO FABRICATION TYPE H TYPE S SECURITY GATE TYPE JF TYPE K SECTIONAL DOOR AUTOMATIC SLIDING DOOR SPEED DOOR INTERIOR PREFABRICATED STRUTTED EXTERIOR HEAVY DUTY HIGH SPEED FABRIC SECURITY GATE ROLL UP DOOR WITH CONTINUOUS VISION PANEL WITH DUAL LASER MOTION/PRESENCE DETECTORS AND WALL STATION PROVIDE HIGH VELOCITY BLOWER SYSTEM, ESTOPS AND MANUAL CHAIN HOIST OVERRIDE PER SPECS. 6" 2' - 0" " 1/4" TEMPERED 04 2' - 0" 6"6" _ GLASS co r —----------, —_—_— i I i TEMPERED TEMPERED i LOUVER SEE i GLASS GLASS MECHANICAL DWGS i N Co FOR SIZE ILL: I I i LL i L;< II I i QQ T i II N Q o I O i - °a ' I II NQ II I i i T L!TJ — — — T ---------- TYPE D TYPE C TYPE B TYPE A TYPE G HALF GLASS DOOR NARROW VISION DOOR FLUSH DOOR ALUMINUM/GLASS (SEE PLAN FOR SIDELIGHT) LOUVER DOOR TYPE BB TYPE AA FLUSH DOUBLE DOOR DOUBLE DOOR ALUMINUM/GLASS INTERIOR GLAZING SCHEDULE F7/R" 7 I V U U K I Y F L 5 I 1 n 1/4" CLEAR TEMPERED GLASS 1 111A" - -11 nil 8'-0" 2'1 CV 0 M CV r` t 0 5 -0 2" 2" 4' - 8" 21 4 9 1/4" 4 H14 HOLLOW METAL _ A-702 CV KIT HOLLOW METAL I 3 5/8" METAL STUDS FRAME -PAINTED FRAME -PAINTED I SEE WALL TAGS ON 8" METAL STUDS I 3 5/8" METAL STUDS I I FLOOR PLANS FOR SEE WALL TAGS ON I SEE WALL TAGS ON �� n Q��nI� nccie%C CHIC 1A/AI I InICI II ATInnI FI nnR PI ANR FnR M nnD oI AAIO EnO J15 o U IF I 1/4" CLEAR I I I I I I __ _... _..._ . _.. I ROOM SIDE 5/8" GYPSUM BOARD WALL INSULATION r�vvn rLll1VU 1 v1N TEMPERED GLASS WALL INSULATION A-702 J14 5/8" GYPSUM BOARD " N A 702 3 5/8" BOX HEADER 5/8 GYPSUM BOARD M HOLLOW METAL FRAME IF REQUIRED 8" BOX HEADER 3 5/8" BOX HEADER 1/4" CLEAR N - IF REQUIRED _ IF REQUIRED TEMPERED GLASS _ BEYOND HOLLOW METAL FRAME N HOLLOW METAL FRAME N HOLLOW METAL FRAME N 6HELAD HEAD HEAD M 1 H12 H13 4" DIA POWERED SPEAKING 5 3/4" PORT - NORCON #TTU1D, 12V 10 1/4" 5 3/4" FA] © o WITH MICROPHONE 1 SEE DOOR SCHEDULE SLIDING GLASS 5/8" GYPSUM BOARD Ginn \/f1 [H 111A M^A P9Y'1 2' - 0" FOR DOOR TYPE AND PANELS - 1/411 CLEAR _ 0/0 v T rOUIVI DUHrcU � 5/8" GYPSUM BOARD FRAME TEMPERED GLASS DOUBLE STUDS 4' - 0" 2" 1' - 8" 2� DOUBLE STUDS DOUBLE STUDS 2 3 8 2 o RECTRAESS BOTTOM GUIDE CAULK - TYP. BOTH SIDES CAULK - TYP. BOTH SIDES BOTH SIDES H14 CAULK-TYP. IL CAULK AT FRAME AND JAMB N JAMB ANCHORS - MIN. A-702 N COUNTER J11 OF 3 PER JAMB N JAMB ANCHORS - MIN. = JAMB ANCHORS - MIN. 4 _ _ 8!Lm_L_� OF 3 PER JAMB 1 JAMB N �� F 3 PER JAMB HOLLOW METAL J 3 O A-702 r - - - N ALL EXPOSED SURFACES - HOLLOW METAL FRAME FRAME - PAINTED I I i i PLASTIC LAMINATE HOLLOW METAL FRAME 4" DIA ELECTRONIC I I i J14 2 X 4 WOOD o SPEAKING PORT 11 / A-702 � BLOCKING � HOLLOW METAL FRAME NM SLIDING GLASS I� i 00 N 9 3 5/8" METAL STUDS 2 INTERIOR DOOR HEAD/JAMB DETAILS M PANELS - 1/4" CLEAR I I i� 5/8" GYP BOARD N bt TEMPERED GLASS I I S14 r` 0 FINGER PULLS II A-702 1 1/2" = 1'-0" o = 111 1 01' " LOCK 11 6" 5 7/8" 6" N PLASTIC LAMINATE WELDED d SHELF HOLLOW METAL (18 GA.) D❑ ❑E 5 WINDOW TYPE 4 WINDOW/COUNTER 1/4" = if -Off 1IV =11-011 DETAIL OPEN SIDE OFFICE SIDE WAREHOUSE SIDE OFFICE SIDE 4� I 3 5/8" METAL STUDS I I SEE WALL TYPES FOR I I WALL INSULATION 9 1/4" 5/8" GYPSUM BOARD 8" METAL STUDS iv HOLLOW METAL FRAME SEE WALL TYPES FOR STO WALL INSULATION H14 HEAD CflGLAZIN1/4"ECjAR TEMPERED 5/8" GYPSUM BOARD 5 7/811 N HOLLOW METAL FRAME STOP 5/8" GYPSUM BOARD 1/4" CLEAR TEMPERED DOUBLE STUDS H15 HEAD GLAZING 10 1/4" CAULK - TYP. BOTH SIDES N JAMB ANCHORS - MIN. 5/8" GYPSUM BOARD OF 3 PER JAMB DOUBLE STUDS J14 JAMB HOLLOW METAL FRAME CAULK - TYP. BOTH SIDES 1/4" CLEAR TEMPERED GLAZING JAMB ANCHORS -MIN. N OF 3 PER JAMB 8!LAMB HOLLOW METAL FRAME SILL 1/4" CLEAR TEMPERED S14 GLAZING HEADER ARE ONLY REQUIRED HEADER ARE ONLY REQUIRED FOR OPENINGS LARGER THAN 3'-0" FOR OPENINGS LARGER THAN X-0" 3 INTERIOR WINDOW HEAD/JAMB DETAILS 1 1 1/2" = 1'-0" 3'-911 2" 3'-911 H15 A-702 O O LUL Lt tL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 cclkq C It 10/30/19 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUE FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN NO 1 BUILT -TO -SUIT FOR 360 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 sirSCANNELL P R® P E R T I E "s THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ©Macgregor Associates Architects, Inc. - 1987-2019 DATE PROJECT NO 1 1 1 1 DOOR AND WINDOW DETAILS AND HARDWARE A=702 Q N co 7' m O 0 N M 10'-0" 8 7 6 I I 42' - 0" ,, 42' - 0" PREFABRICATED GUARDRAIL - I TYP. - SEE 6 / A-502 io T I 7777177-7777 A A El co LL—__J______ i o � >��------------- I fn I I STEEL BOLLARD - TYP. - 6 TYPICAL BOLLARD LAYOUT - SEEI'5 / A-502 M M I - 1/4" = 1'-0" - ELECTRICAL GEAR MSa " PREFABRICATED GUARDRAIL6-/TA-502SEE PREFABRICATED 5'-6" — — — — i GUARDRAIL6-/rA-5023EE VERIFY I � — STEEL BOLLARD - TYP. - 1 I I „ L 15 -0 L 5 -0 L 20'-0" SEE 5 / A-502 10' - 0" 30' - 0" g I I 1 0 J N-4 Q _ _ U a A♦11 1 A Mn 1 A\/O%l 1'T AAn A A \1n r 1 1'�ATn10% A I A\A/ 1 T0%I 10%1� A A L DULL/r-'►MV LAT UU I - IVIO/A /r- NV GLClr I MIlrAL OVVI I LorlVCHK 4 O 1 /8" = 1'-0" ry 3 2 1 -rG - V 5 TYPICAL BOLLARD LAYOUT 1/4" = 1'-0" - FIRE SPRINKLER RISER I I 24' - 0" L A to o ------ o of n STEEL BOLLARD - TYP. - I I I I II _ _ _ _ _ _ _ _ _ _ _ _' I SEE 1/ A-503 ® i - i tiL6 11 II ON to __o_-- N II iv I I 25' - 0" 7 -1" 5- 0" I _ v 13 O L _ _j O — — — — — — — — — — — — — — — — — — — — PREFABRICATED GUARDRAIL - — — — O TYP. -SEE 6 / A-502 24'- 0"10 o IF Q o 4 TYPICAL BOLLARD LAYOUT 1/41V1 _ 7- DRIVE-IN DOOR R I o IL — -0 (0 I - ---- 24 1R I I 0 U 0 N 3" 3' - 0" 14' - 0" — — — — — 2' - 5" — — — I M ' I I II M II 0 0 •0 0 0 II ❑T 7T 5'- o° _ b STEEL BOLT -DOWN BOLLARD - III O O SEE 3 / A-502 STEEL BOLLARD - TYP. - I I II SEE 1 / A-503 JFJ } BOLT -DOWN BOLLARD - o Q SEE 3 / A-502Q I Lj jL — o — — oo o zo 0 M I I LI�IY 8 TYPICAL BOLLARD LAYOUT 35'-0" 5'-0" 5'-0" 30'-0" 0 1/4if = 1'-0" - ELECTRICAL GEAR o I i co 15' - 0" STEEL BOLT -DOWN BOLLARD - PREFABRICATED SEE 3 / A-502 GUARDRAIL& /rA-5023EE 0 PREFABRICATED GUARDRAIL - o M TYP. - SEE 6 / A-502 U') — PREFABRICATED O 5' - 8" 15' - 0" GUARDRAIL6 7"A-502SEE n 7 TYPICAL BOLLARD LAYOUT 3 GUARDRAIL LAYOUT 1 GUARDRAIL LAYOUT - MAIN OFFICE AREA 1/4" = 1'-0" - ELECTRICAL GEAR 1/8" = 11-011 - REMOTE OFFICE/TOILET 1/8" = 1'-0" LUL ,A & &&W LUL !��!ACCREyOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 nii__i_ nnnnn rUuania, UeUiyla 3U00ZI T 770.432.9400 F 770.432.9934 o f c�>'vr�F�T4o C.q1 y,, �� a� 02/07/20 BUILT —TO -SUIT FOR 360 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCAN N E L P R d P E R T I E S THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ©Macgregor Associates Architects, Inc. - 1987-2019 PROJECT• 02/07/20 2019-047 BOLLARD AND GUARDRAIL LAYOUT A=903 (:D-- (D­ (D,----- -- G STRUCTURAL NOTES COPIES OF PUBLICATIONS REFERENCED IN THESE GENERAL STRUCTURAL NOTES ARE AVAILABLE FOR REVIEW AT SCHAEFER. CONTRACTORS UNFAMILIAR WITH THESE PUBLICATIONS MUST REVIEW THEM PRIOR TO CONSTRUCTION. GOVERNING CODE 2018 CONNECTICUT BUILDING CODE (REFERENCES IBC 2015 & ASCE-710). DESIGN LOADS 1. ROOF LOAD. A. MINIMUM COMBINATION OF WIND LOAD, LIVE LOAD RAIN LOAD, OR SNOW LOAD (Pt OR Pm) 30 PSF* B. ROOF MEMBRANE & INSULATION 3 PSF C. METAL DECK 2 PSF D. JOIST FRAMING LOAD 3 PSF c SPRINKLERS -1nnr" rr\,14r\f Gr%o a r�r F. DUCTS, LIGHTS, MISC. MECHANICAL 2 PSF G. SOLAR PANELS 5 PSF TOTAL LOAD ON JOISTS 48 PSF MIN** H. BEAMIJOIST GIRDER LOAD 2 PSF I. TOTAL ON BEAMS r JOIST GIRDERS 50 PSF MIN" 'FLAT ROOF SNOW LOAD, PF = 30 PSF GROUND SNOW, P, =30 PSF SNOW LOAD IMPORTANCE FACTOR, Is =1.0 SNOW EXPOSURE FACTOR: Ce =1 A SNOW LOAD THERMAL FACTOR, Ct =1.0 MINIMUM SNOW LOAD, Pm = 30 PSF SEE SNOW DRIFT PLAN FOR DRIFT LOADS (P). SPECIFIED DRIFT LOADS (P9) SHALL BE COMBINED WITH FLAT ROOF SNOW LOAD (R) OR SLOPED ROOF SNOW LOAD (PS) FOR TOTAL SNOW LOADING AT DRIFT CONDITIONS ** ADDITIONAL 2 PSF DEAD LOAD HAS BEEN ADDED TO JOISTS & JOIST GIRDERS AT AREAS DESIGNATED "OFFICE AREA". IN THESE AREAS, TOTAL MINIMUM LOAD ON JOISTS = 50 PSF, AND ON JOIST GIRDERS = 52 PSF. COORDINATE ROOF FRAMING WITH FINAL SELECTION OF ROOF SUPPORTED MECHANICAL EQUIPMENT AND ASSOCIATED OPENINGS. ITEMS TO BE COORDINATED INCLUDE SIZE, LOCATION, TOTAL WEIGHT, WEIGHT DISTRIBUTION, AND SUPPORT FRAME REQUIREMENTS. Pi A. METAL DECK 2 PSF C. STEEL FRAMING 3 PSF D. CEILING 2 PSF E. SPRINKLERS 3 PSF F. DUCTS, LIGHTS, MISC. MECHANICAL 7 PSF TOTAL LOAD ON FLOOR FRAMING 20 PSF G. ROOF LIVE LOAD 30 PSF 3. A, BASIC DESIGN WIND SPEED, V=125 MPH B. RISK CATEGORY = II C. WIND EXPOSURE = C (ALL WIND DIRECTIONS), PARTIALLY ENCLOSED D. INTERNAL PRESSURE COEFFICIENT; GCpi : +0.55, -0.55 E. DESIGN PRESSURES FOR EXTERIOR COMPONENT AND CLADDING ITEMS NOT SPECIFICALLY DESIGNED BY THE ENGINEER OF RECORD:SPECIALTY ENGINEER SHALL DETERMINE WIND LOADS UNDER GOVERNING BUILDING CODE, AND BASED ON WIND LOAD PARAMETERS DEFINED ABOVE. 4. SEISMIC LOAD A. SEISMIC IMPORTANCE FACTOR, le =1,0 B. MAPPED SPECTRAL RESPONSE ACCELERATION FACTOR AT SHORT PERIOD, Ss = 0,178 C. MAPPED SPECTRAL RESPONSE ACCELERATION FACTOR AT S1 SECOND PERIODS, S1 = 0.064 D. RISK CATEGORY W II E. SITE CLASS = D F. DESIGN SPECTRAL RESPONSE ACCELERATION FACTOR AT SHORT PERIODS, Sos = 0.19 G. DESIGN SPECTRAL RESPONSE ACCELERATION FACTOR AT SHORT PERIODS, S01 = 0.102 H. SEISMIC DESIGN CATEGORY = B I. BASIC SEISMIC FORCE RESISTING SYSTEM = ORDINARY REINFORCED PRECAST SHEAR WALLS & STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SISMIC RESISTANCE J. RESPONSE MODIFICATION COEFFICIENT, R = 3 K. SEISMIC RESPONSE COEFFICIENT, CS = 0.046 L. DESIGN BASE SHEAR = 395 KIPS (MAX) M. ANALYSIS PROCEDURE USED = ELFP 5. CONCENTRATED LOADS: 2000 POUNDS OVER 2.5 FEET SQUARE 6. SPECIAL LOADS: A. INTERIOR WALLS AND PARTITIONS THAT EXCEED 6 FEET IN HEIGHT: 5 PSF HORIZONTAL LIVE LOAD. B. HANDRAILS AND GUARDRAILS: n\/FRAI I PI AN v v �8 .. •ter_ t r_f ♦1 . 111 = 501-011 i. TOP RAIL: 200 POUNDS CONCENTRATED LOAD AT ANY POINT IN ANY DIRECTION OR FO PLF UNIFORM LOAD APPLIED IN ANY DIRECTION. il. INTERMEDIATE RAILS, BAULSTERS, AND PANEL FILLERS:: HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA NOT TO EXCEED 1 SQUARE FT., INCLUDING OPENINGS AND SPACE BETWEEN RAILS. CONSTRUCTION AND SAFETY 1. CONTRACTOR SHALL BRACE ENTIRE STRUCTURE AS REQUIRED TO MAINTAIN STABILITY UNTIL COMPLETE AND FUNCTIONING AS THE DESIGNED UNIT. 2. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF CONSTRUCTION SELECTED BY CONTRACTOR. 3. THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY !�llhtYEh£F tf't7 £Gf V ANIM It' h£fNI E Ih A£7'rM'T'fl AF7l£-lh AAI la I^Ml/Ih£fl 11^1 £rlf+ Sh11 tr_&I ^l I f.1'Y't" Y111- Y"i, n,nlr'r'i-v n e----- SrV1Y f t#VtJVLiJt-i MIYIJ IJ IYV I 1-IIVI! t GLJ I V IYVM1VI ML vv0Rr%ING HOURS. VVMr-IN VJ'J 011 C, I r1r_ r_1N0INt:t:r, I) Mt0t-UNaIE5Lt FOR HISIHER OWN SAFETY BUT HAS NO RESPONSIBILITY FOR THE SAFETY OF OTHER PERSONNEL OR SAFETY CONDITIONS AT THE SITE, 4. PRIOR TO COMMENCEMENT OF STEEL ERECTION, CONTRACTOR MUST PROVIDE THE STEEL ERECTOR WRITTEN NOTIFICATION THAT THE CONCRETE IN THE FOOTINGS, PIERS AND WALLS OR THE MORTAR IN THE MASONRY PIERS AND WALLS HAS ATTAINED EITHER 75 PERCENT OF THE INTENDED MINIMUM COMPRESSIVE DESIGN STRENGTH OR SUFFICIENT STRENGTH TO SUPPORT THE LOADS IMPOSED DURING STEEL ERECTION. 5. ANCHOR RODS AND FOUNDATION DOWELS SHALL NOT BE REPAIRED, REPLACED OR FIELD -MODIFIED WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD. LATERAL LOAD RESISTING SYSTEM 1. THE LATERAL LOAD RESISTING SYSTEM CONSISTS OF THE FOLLOWING ELEMENTS: A. METAL ROOF DECK DIAPHRAGM THROUGHOUT. B. PRECAST CONCRETE SHEAR WALLS AT THE EXTERIOR. C. STEEL BRACE FRAME AT THE LOCATIONS AS INDICATED ON THE PLANS, FOUNDATIONS 1. FOUNDAT ION DESIGN IS BASED UPON RECOMMENDATIONS DESCRIBED IN THE GEOTECHNICAL ENGINEER'S REPORT BY GEI CONSULTANTS, DATED JUNE 17`rH,, 2019. THE GEOTECHNICAL ENGINEER'S REPORT IS AVAILABLE UPON REQUEST. A. ALL FOOTINGS SHALL BEAR ON LEVEL (WITHIN 1 IN 12) UNDISTURBED SOIL OR APPROVED ENGINEERED FILL, FOUNDATIONS HAVE BEEN DESIGNED FOR A MAXIMUM ALLOWABLE SOIL BEARING PRESSURE OF 3000 PSF BELOW STRIP FOOTINGS AND 3000 PSF BELOW ISOLATED COLUMN FOOTINGS. B. REFER TO GEOTECHNICAL REPORT FOR APPROVED ENGINEER FILL TO ACHIEVE AN ALLOWABLE BEARING PRESSURE OF 3000 PSF 2. ALL AREAS WITHIN THE FOOTPRINT OF THE BUILDING, INCLUDING UTILITY TRENCHES, MUST BE FREE OF ANY WET AND/OR SOFT AREAS PRIOR TO PLACEMENT OF FILL MATERIAL OR SLAB. 3, CONTRACTOR SHALL CONTACT UTILITY COMPANIES FOR LOCATING UNDERGROUND SERVICES AND IS RESPONSIBLE FOR THEIR PROTECTION AND SUPPORT, 4. FILL MATERIALS, ALL FILL MATERIALS SHALL BE APPROVED BY A GEOTECHNICAL ENGINEER, INCLUDING THE SUITABILITY OF ALL EXCAVATED ON -SITE SOILS FOR RE -USE. MATERIAL SHALL NOT BE PLACED ON FROZEN GROUND. A. CONTROLLED LOW STRENGTH MATERIAL (CLSM): SELF LEVELING AND SELF COMPACTING CEMENTITIOUS MATERIAL WITH A UNCONFINED COMPRESSIVE STRENGTH BETWEEN [50 PSI] AND 1150 PSI,. B. WELL GRADED GRANULAR MATERIAL: WELL GRADED MIXTURE OF CRUSHED GRAVEL, CRUSHED STONE, AND SAND PER ASTM D294 WITH AT LEAST 95 PERCENT PASSING A 1 %" SIEVE AND NOT MORE THAN 8 PERCENT PASSING A NO.200 SIEVE. C. FREE DRAINING GRANULAR FILL: NARROWLY GRADED MIXTURE OF CRUSHED STONE PER ASTIR D448 WITH COURSE AGGREGATE GRADING SIZE 67 WITH 100 PERCENT PASSING A 1 INCH SIEVE AND N4 MORE THAN 5 PERCENT MASSING A NO.4 SIEVE. D. IMPERVIOUS FILL: LEAN CLAYEY GRAVEL AND SAND MIXTURE CAPABLE OF COMPACTING TO A DENSE STATE. 5. FOUNDATION ELEVATIONS SHOWN ARE FOR BIDDING PURPOSES AND MAY VARY TO SUIT SUB -SURFACE SOIL CONDITION. ELEVATION AND BEARING STRATA SHALL BE APPROVED BY A GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE, PROVIDE ENGINEERED FILL OR CLSM UNDER FOUNDATIONS AT SOFT SPOTS AND FOR EXTENDING EXCAVATION TO ADEQUATE BEARING MATERIAL. INSTALL FOUNDATIONS AT DESIGNED ELEVATIONS 6. FROST DEPTH IS 42 INCHES BELOW GRADE. BOTTOM OF FOOTINGS, MAT FOUNDATIONS AND GRADE BEAMS THAT ARE NOT PART OF AN INSULATED FROST PROTECTED FOUNDATION SYSTEM AND ARE NOT WITHIN CONDITIONED SPACE MUST BE BELOW SPECIFIED MINIMUM FROST DEPTH AS MEASURED FROM EXTERIOR GRADE. MAINTAIN SPECIFIED TIFDN ELEVATIONS AND THICKEN FOOTING OR PLACE ON CLSM AS REQUIRED. 7. FOUNDATIONS MAY BE PLACED WITHOUT SIDE FORMS IF EXCAVATED WALLS STAND APPROXIMATELY VERTICAL 8. LATERAL SOIL PRESSURES. LATERAL EARTH PRESSURES INDICATED BELOW DO NOT INCLUDE HYDROSTATIC OR COMPACTION PRESSURES DURING BACKFILL OPERATIONS, WALLS SHALL HAVE ADEQUATE DRAINAGE TO PREVENT HYDROSTATIC PRESSURES. COMPACT USING HAND -OPERATED TAMPERS ONLY. X I ti U = o azo A. DOCK WALLS (ACTIVE PRESSURE): 60 PCF EQUIVALENT FLUID PRESSURE, TRIANGULAR DISTRIBUTION + FLOOR LIVE LOAD SURCHARGE 12, RECTANGULAR DISTRIBUTION. 9. BACKFILL AGAINST WALLS SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. 10. ENGINEERED FILL BENEATH FOOTINGS: MINIMUM COMPACTION [98%) STANDARD PROCTOR MAXIMUM DRY DENSITY WITHIN +/- [3%] OPTIMUM MOISTURE CONTENT. 11. FILL BELOW FLOOR SLABS: A. SUBGRADE: PROOF ROLL TOP 1219 OF SUBGRADE BELOW INTERIOR SLAB TO 98% STANDARD PROCTOR MAXIMUM DRY DENSITY WITHIN +1- 3% OPTIMUM MOISTURE CONTENT PRIOR TO PLACEMENT OF BASE COURSE. B, BASE COURSE: 6] OF WELL GRADED GRANULAR MATERIAL BELOW FLOOR SLAB COMPACTED TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY WITHIN +1- 2% OPTIMUM MOISTURE CONTENT, 12. FILL AT UTILITY TRENCHES BELOW FOOTINGS, EXCAVATED PRIOR TO FOOTING CONSTRUCTION. A. BACKFILL TRENCHES UNDER FOOTINGS AND WITHIN 18 INCHES OF BOTTOM OF FOOTINGS WITH CLSM TO THE BOTTOM OF FOOTING ELEVATION. B. BACKFILL TRENCHES EXCAVATED UNDER FOOTINGS AND MORE THAN 18 INCHES BELOW BOTTOM OF FOOTINGS WITH CLSM OR OTHER FILL MATERIAL APPROVED BY GEOTECHNICAL ENGINEER. 13. FILL AT UTILITY TRENCHES BELOW FOOTINGS, EXCAVATED AFTER FOOTING CONSTRUCTION. A. BACKFILL TRENCHES EXCAVATED UNDER EXISTING FOOTINGS WITH CLSM TO THE BOTTOM OF FOOTING ELEVATION. 14. SEAL UTILITY TRENCH AT THE EXTERIOR FOUNDATION WALL BY USING A COMPACTED IMPERVIOUS FILL OR CLSM TO CREATE A DAM TO PREVENT ENTRY OF WATER. 15. FINISHED GRADE SHALL SLOPE AWAY FROM THE PERIMETER FOUNDATION 16. EXCAVATIONS: A. EXCAVATIONS IN THE VICINITY OF EXISTING FOUNDATIONS SHALL BE PERMITTED WITHOUT ANY SPECIAL MEASURES AS LONG AS THE BOTTOM NEAR EDGE OF THE EXCAVATION IS ABOVE A LINE WITH SLOPE OF 12 HORIZONTAL TO VERTICAL] EXTENDING OUTWARD AND DOWNWARD FROM THE NEAREST BOTTOM CORNER OF THE EXISTING FOUNDATION, B. EXCAVATIONS IN THE VICINITY OF EXISTING FOUNDATIONS WITH THE BOTTOM NEAR EDGE OF THE EXCAVATION A I"s i £ BELOW A LINE WITH SLOPE OF 2 HORIZONTAL L TO 1 VERTICAL] EX t ENDING OUTWARD AND DOWNWARD FROM THE. NEAREST BOTTOM CORNER OF THE EXISTING FOUNDATION SHALL BE MADE ONLY WITH THE APPROVAL OF THE STRUCTURAL ENGINEER AND THE PROJECT GEOTECHNICAL ENGINEER. SUCH EXCAVATIONS MAY REQUIRE SPECIAL TEMPORARY EXCAVATION BRACING OR UNDERPINNING OF EXISTING FOUNDATIONS, WHICH IS THE RESPONSIBILITY OF THE CONTRACTOR AS PART OF ITS SELECTED MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES. CONTRACTOR SHALL SUBMIT TEMPORARY EXCAVATION BRACING AND UNDERPINNING DETAILS PRIOR TO EXCAVATION. CONTRACTOR SHALL PERFORM THESE EXCAVATIONS WITH CAUTION SO AS NOT TO UNDERMINE ANY EXISTING STRUCTURE. FOUNDATIONS, AND EXCAVATIONS SHALL BE MADE IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 17. UTILITY TRENCHES PARALLEL TO FOOTINGS AND WITH PIPES BELOW THE BOTTOM OF FOOTING ELEVATION MUST BE LOCATED SO THAT THE SLOPE BETWEEN THE PIPE INVERT ELEVATION AND THE NEAREST BOTTOM CORNER OF THE FOOTING IS A MINIMUM OF (2 HORIZONTAL TO 1 VERTICAL]. POST INSTALLED ANCHORS 1. INSTALLATION: INSTALL ANCHORS PER EVALUATION REPORT AND MANUFACTURERS PRINTED INSTALLATION INSTRUCTIONS (MPII). 2. CONNECTIONS TO EXISTING REINFORCED CONCRETE OR MASONRY: PRIOR TO DRILLING, VERIFY LOCATIONS OF EXISTING REINFORCING BARS USING A REBAR DETECTOR. NOTIFY ENGINEER PRIOR TO INSTALLATION IF ANCHOR LOCATIONS CONFLICT WITH EXISTING REINFORCING BARS. DO NOT DRILL THROUGH REINFORCING BARS. 3. TESTING AND INSPECTION: REFER TO EVALUATION REPORTS FOR ADDITIONAL TESTING AND INSPECTION REQUIREMENTS. 4. SUBSTITUTIONS: SUBSTITUTIONS COMPLYING WITH SPECIFIED ACCEPTANCE CRITERIA MAY BE CONSIDERED. SUBMIT EVALUATION REPORT DEMONSTRATING COMPLIANCE WITH GOVERNING CODE AND SPECIFIED ACCEPTANCE CRITERIA PRIOR TO INSTALLATION. 5. ADHESIVE ANCHORS: A. ANCHOR RODS: HILTI 'HAS-V-36' ASTM F1554, GRADE 36 UNLESS NOTED OTHERWISE. SIZE AND EMBEDMENT AS INDICATED ON DRAWINGS. B. ADHESIVE IN CONCRETE- HILTI''HIT-RE 500 V3" EPDXY (EVALUATION REPORT: ICC-ES ESR-3814). SUBSTITUTES COMPLYING WITH ACCEPTANCE CRITERIA ICC-ES AC308 AND ACI 355.4 FOR USE IN CRACKED CONCRETE MAY BE CONSIDERED. C. VERIFY THAT THE SHELF LIFE OF THE ADHESIVE HAS NOT BEEN EXCEEDED ON THE DATE OF INSTALLATION. 6. EXPANSION ANCHORS: A. ANCHORAGE TO CONCRETE: HILTI "KUVIK BOLT TZ CARBON STEEL" (EVALUATION REPORT: ICC-ES ESR-1917). SUBSTITUTES COMPLYING WITH ACCEPTANCE CRITERIA ICC-ES AC193 AND ACI 355.2 FOR USE IN CRACKED CONCRETE MAY BE CONSIDERED. 7. SCREW ANCHORS 0 0 0 co 0 d- 0 co 0 CID 0 CV A. ANCHORAGE TO CONCRETE: HILTI "KH-EZ'' (EVALUATION REPORT: ICC-ES ESR-3027). SUBSTITUTES COMPLYING WITH ACCEPTANCE CRITERIA ICC-ES AC193 AND ACI 355.2 FOR USE IN CRACKED CONCRETE MAY BE CONSIDERED. POWER -ACTUATED FASTENERS (MAF) 1. INSTALLATION: INSTALL FASTENERS PER EVALUATION REPORT AND MANUFACTURER'S PRINTED INSTRUCTIONS (MPII) 2. SUBSTITUTIONS: SUBSTITUTIONS COMPLYING WITH ICC-ES ACCEPTANCE CRITERIA AC 70, INCLUDING ANNEX A FOR SEISMIC LOADING MAY BE CONSIDERED. SUBMIT EVALUATION REPORT DEMONSTRATING GREATER OR EQUAL CAPACITY, AND COMPLIANCE WITH GOVERNING CODE AND SPECIFIED ACCEPTANCE CRITERIA PRIOR TO INSTALLATION. 3. FASTENING WOOD FRAMING AND COLD FORMED METAL FRAMING TRACKS AND CHANNELS: A. FASTENING TO STRUCTURAL STEEL: i. 0A57" DIAMETER NAIL (T YP UNO): HILTI "X-U" NAIL (ICC-ESR-2269) OR HILT! "X-P" NAIL (ICC-ESR-2269). DETERMINE FASTENER LENGTH IN ACCORDANCE WITH ICC REPORT TO PROVIDE MINIMUM REQUIRED PENETRATION THROUGH STEEL. ii, 0177" DIAMETER NAIL' HILTI X-EDS NAIL IICC-ESR-1663}, DETERMINE FASTE NER LENGTH IN ACCORDANCE WITH ICC REPORT TO PROVIDE MINIMUM REQUIRED PENETRATION THROUGH STEEL. B. FASTENING TO CONCRETE (CONCRETE MUST ACHIEVE SPECIFIED DESIGN STRENGTH PRIOR TO FASTENER INSTALLATION): i. 0.157` DIAMETER NAIL: HILTI NX-U" NAIL (ICC-ESR-2269). DETERMINE FASTENER LENGTH IN ACCORDANCE WITH ICC REPORT TO PROVIDE A MINIMUM 1 114" EMBEDMENT. ii. 0.177"' DIAMETER NAIL: HILTI "X-EDS" NAIL (ICC-ESR-1663). DETERMINE FASTENER LENGTH IN ACCORDANCE WITH ICC REPORT TO PROVIDE A MINIMUM 1 1/4" EMBEDMENT. 4. FASTENING METAL DECK TO STRUCTURAL STEEL: SEE "METAL DECK" GENERAL STRUCTURAL NOTES. SPECIAL INSPECTIONS 1. SPECIAL INSPECTIONS ARE REQUIRED BY SECTION 1704 OF THE REFERENCED BUILDING CODE. THE INTENT OF SPECIAL INSPECTIONS IS TO VERIFY THE COMPLIANCE OF MATERIALS, INSTALLATION, FABRICATION, ERECTION AND/OR PLACEMENT OF COMPONENTS WITH THE COMPLETED SET OF CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. IT IS THE RESPONSIBILITY OF ALL PARTIES INVOLVED TO BECOME FAMILIAR WITH THE SPECIAL INSPECTION REQUIREMENTS SET FORTH IN CHAPTER 17 OF THE REFERENCED BUILDING CODE. SPECIAL INSPECTIONS SHALL BE PROVIDED BY THE OWNER OR THE OWNER'S AGENT AND SHALL NOT BE CONSIDERED IN THE SCOPE OF WORK OF THE CONTRACTOR. A. THE SCHEDULE OF SPECIAL INSPECTIONS FOR STRUCTURAL WORK ON SHEET S-002 HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 106.1 AND 1704 OF THE REFERENCED BUILDING CODE. SEE OTHERS FOR SPECIAL INSPECTION REQUIREMENTS FOR NON-STRUCTURAL WORK. THE SPECIAL INSPECTOR(S) SHALL COORDINATE WITH THE OWNER, CONTRACTORS, AND DESIGN PROFESSIONALS AND SCHEDULE ALL INSPECTIONS ACCORDINGLY. COPYRIGHT 0 2019 THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER Schaefer Project Number: 1940.08 ABBREVIATIONS ARCH = ARCHITECT B/ = BOTTOM OF BLDG = BUILDING BOT= BOTTOM BRG = BEARING CFS = COLD -FORMED STEEL CJ = CONTRACTION JOINT CJP = COMPLETE JOINT PENETRATION CL = CENTER LINE CLR= CLEAR CLSM = CONTROLLED LOW STRENGTH MATERIAL CMU = CONCRETE MASONRY UNIT COL= COLUMN CONC= CONCRETE CONT= CONTINUOUS DEG or* = DEGREE DIA or o = DIAMETER EA = EACH EF = EACH FACE EL = ELEVATION EMB= EMBEDMENT EQ = EQUAL EXIST = EXISTING EXP = EXPANSION FDN = FOUNDATION FS = FAR SIDE FTG = FOOTING GA = GAGE GALV= GALVANIZED GT = GIRDER TRUSS HORIZ = HORIZONTAL JST BRIG JOIST BEARING Ld = TENSION DEVELOPMENT LENGTH OF REINFORCING BAR IN CONCRETE Ld-CMU = TENSION DEVELOPMENT LENGTH OF REINFORCING BAR IN GROUTED CMU Ldc = COMPRESSION DEVELOPMENT LENGTH OF REINFORCING BAR IN CONCRETE LDH = LONG DIMENSION HORIZONTAL Ldh = HOOKED BAR TENSION DEVELOPMENT LENGTH OF REINFORCING BAR IN CONCRETE LDV = LONG DIMENSION VERTICAL LLH = LONG LEG HORIZONTAL LLV = LONG LEG VERTICAL Ls = LAP SPLICE LENGTH OF REINFORCING BAR IN CONCRETE Ls-CMU = LAP SPLICE LENGTH OF REINFORCING BAR IN GROUTED CMU Lsc = COMPRESSION LAP SPLICE LENGTH OF REINFORCING BAR IN CONCRETE LSL = LAMINATED STRAND LUMBER LVL = LAMINATED VENEER LUMBER MCJ = MASONRY CONTROL JOINT MFR= MANUFACTURER NS = NEAR SIDE 0c = ON CENTER OPNG= OPENING PIT = POST -TENSION PE = PRE-ENGINEERED PEMB = PRE-ENGINEERED METAL BUILDING PJP = PARTIAL JOINT PENETRATION PL = PLATE PSL = PARALLEL STRAND LUMBER PT= PRESSURE IREATIED RD = ROOF DRAIN REINF = REINFORCING RTU = ROOF TOP UNIT SDS = SELF DRILLING SCREWS SIM = SIMILAR SL = STEP LEDGE SPA = SPACE or SPACES SRD = SECONDARY ROOF DRAIN STIFF = STIFFENER STL = STEEL STW = STEP TOP OF WALL T/ = TOP OF LINO = UNLESS NOTED OTHERWISE VB = VERTICAL BRACING VERT = VERTICAL VIF = VERIFY IN FIELD W/ = WITH WP = WORK POINT LEGEND SYMBOL DESCRIPTION REFERENCE OCOLUMN LINE DESIGNATION OFACE OF BUILDING nO FOOTING MARK SEE SHEETS S-102 - S-105 Kn KEYNOTE MARK STEP T/FTG SEE -2 SHEET S S 00 ELEVATION INDICATION -44k D-n *4b- DECK MARK SEE SHEET S-401 �1 Arw it, LUL IYlAr ■RFl. R - �1wr -.� • w w� vwi V ■ w ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 ��yt{ffllfllp//// CONIC/''''���i =' OQ'L 4 0�-.Z jCc�lS�� !!!!!!lfllitttl`ti`� CONSULTANT STRUCTURAL 800.542.3302 • isch s Cr1Ufer__, RECORDPRINT NUMBER DATE DESCRIPTION 06/12/19 30% PRICING SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET UUO/ 15/ 19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUED FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN NO 1 PROJECT•- • BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLENGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ©Macgregor Associates Architects, Inc. - 1987-2019 ;'BACKGROUND •It REVISIONS: ARCHITECTURAL: BACKGROUND PLANS / 01/14/20 CIVIL: CIVIL PLAN / 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C / 09/13/19 PROJECT NO 10/30/19 2019-047 SHEET TITLE OVERALLPLAN AND GENERAL NOTES SHEET NUMBER SM001 COPYRIGHT ©2019 THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER Schaefer Project Number: 1940.08 -IV WIND ZONE ISOMETRIC NTS a=23FT r-���1-rl� �� �nn►�� ������ �r�� ��� �� A-IKin n iA►Ai I-'V51 I IVt VVIINU rKtJJUKt UIN U ,HLINh & VVALL COMPONENTS SERVICE LOADS 0.6xW POSITIVE PRESSURE POSITIVE PRESSURE POSITIVE PRESSURE POSITIVE PRESSURE LOCATION ON BUILDING :510SQFT :550SQFT s100SQFT >_500SQFT FIELD AREA (ZONE 4) 31 PSF 29 PSF 28 PSF 26 PSF CORNER AREA (ZONE 5) 31 PSF 29 PSF 28 PSF 26 PSF POSITIVE WIND PRESSURE ON GLAZING & WALL COMPONENTS ULTIMATE LOADS 1.0xW LOCATION ON BUILDING POSITIVE PRESSURE POSITIVE PRESSURE POSITIVE PRESSURE POSITIVE PRESSURE <_10SQFT :550SQFT :5100SQFT >_500SQFT FIELD AREA (ZONE 4) 52 PSF 48 PSF 47 PSF 43 PSF CORNER AREA (ZONE 5) 52 PSF 48 PSF 47 PSF 43 PSF NEGTIVE WIND PRESSURE ON GLAZING & WALL COMPONENTS SERVICE LOADS 0.6xW LOCATION ON BUILDING NEGATIVE PRESSURE NEGATIVE PRESSURE NEGATIVE PRESSURE NEGATIVE PRESSURE :510SQFT :550SQFT <_100SQFT >_500SQFT FIELD AREA (ZONE 4) 34 PSF 31 PSF 30 PSF 28 PSF CORNER AREA (ZONE 5) 39 PSF 35 PSF 33 PSF 28 PSF NEGTIVE WIND PRESSURE ON GLAZING & WALL COMPONENTS ULTIMATE LOADS 1.0xW NEGATIVE PRESSURE NEGATIVE PRESSURE NEGATIVE PRESSURE NEGATIVE PRESSURE LV%.,Mi VI1\I MY L)UILDI I\G -- <_10SQFT :550SQFT :5100SQFT >_500SQFT FIELD AREA (ZONE 4) 56 PSF 52 PSF 50 PSF 46 PSF CORNER AREA (ZONE 5) 65 PSF 1 57 PSF 1 54 PSF 1 46 PSF ROOF WIND UPLIFT PRESSURES (SERVICE LOADS) 0.6xW LOCATION ON BUILDING UPLIFT PRESSURE UPLIFT PRESSURE UPLIFT PRESSURE UPLIFT PRESSURE :510 SQ FT <_ 25 SQ FT <_ 50 SQ FT 2:100 SQ FT 7(IKIC 4 LVIVL 1 W DCC 0' I VI QZ DCC JJ 1 VI 47 DCC VL 1 V1 DCC V 1 - ZONE 2 51 PSF 45 PSF 41 PSF 36 PSF ZONE 3 73 PSF 58 PSF 47 PSF 36 PSF ROOF WIND UPLIFT PRESSURES (ULTIMATE LOADS) 1.0xW LOCATION ON BUILDING UPLIFT PRESSURE :510SQFT UPLIFT PRESSURE :525SQFT I (UPLIFT PRESSURE <_50SQFT I UPLIFT PRESSURE >_100SQFT ZONE 1 56 PSF 55 PSF 54 PSF 52 PSF ZONE') R5 PCF1 —1 7F PCF Cr,7 PCF Aj() PCF ZONE 3 121 PSF 96 PSF 78 PSF 60 PSF LUL 11 & & AW LUL MACCa R FC O R ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta (-,Pnrnia Rnq.A T 770.432.9400 F 770.432.9934 CONP�hC r�0 �: k% of Est l� • BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLENGTON ROAD Rnl ITP \A/iNinczop CONNECTICUT 06074 SCANNELL P R C'? P E R T sE S THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ©Macgregor Associates Architects, Inc. - 1987-2019 DATE PROJECT NO t 1 1 • 1� GENERAL NOTES SM002 COPYRIGHT ©2019 THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" PARTIAL FOUNDATION PLAN ti �0 NOTES: 1. REFERENCE PLAN ELEVATION U-0", SEE CIVIL DRAWINGS 2. TYPICAL SLAB ON GRADE TO BE 8" CONCRETE SLAB REINFORCED WITH #3 @ 16"oc EACH WAY OVER MIN 6" LAYER OF GRANULAR MATERIAL PER GEOTECHNICAL ENGINEER. REFER TO GEOTECH REPORT FOR COMPACTION REQUIREMENTS. MAX CONTRACTION JOINT SPACING = 15'-0", DIAMOND DOWELS REQUIRED AT CONTRACTION JOINTS. T/SLAB EL 0'-0" (TYP UNO). REFER TO ARCH FOR VAPOR BARRIER. 3. SEE "SLAB ON GRADE TYPICAL CONTRACTION JOINT" DETAIL AND "SLAB ON GRADE TYPICAL CONSTRUCTION JOINT" DETAIL ON S-200 & SPECIFICATIONS. 4. DOORS ARE SHOWN IN APPROXIMATE LOCATIONS, SEE ARCH DWGS FOR EXACT LOCATIONS. 5. SEE SHEET S-001 FOR ABBREVIATIONS & LEGEND (SYMBOLS). 6. SEE SHEET S402 FOR COLUMN SCHEDULE 7. DIMENSIONS TO WALL FOOTING STEP LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE FOOTING STEPS WITH LOCATIONS INDICATED ON FOUNDATION PLANS, WALL PANEL JOINT LOCATIONS, AND TYPICAL FOOTING STEP DETAIL ON SHEET S-200. 8. 8" SLAB ON GRADE IS DESIGNED FOR A MAXIMUM MHE POST LOAD OF 16 KIPS WITH A MINIMUM SPACING OF 44" 42'-0" 42'-0" 42'-0" FOUNDATION PLAN KEYNOTES K1 SHADED AREA INDICATES EXTENT OF BROOM FINISH. REFER TO ARCHITECTURAL DRAWINGS FOR FINISH REQUIREMENTS. K2 NOTCH IN FOOTING AT ELECTRICAL SERVICE CONDUIT, ROOF WATER LEADER, DOWNSPOUT, OR FIRE LINE RISER. SEE TYPICAL DETAIL ON SHEET S-200 K3 k RECAST,§LAB AND. RAIL BY OTHERS K4 SCRUBBER DUMP, SEE SHEET S-120 FOR DETAIL. COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS K5 TRENCH DRAIN, SEE TYPICAL DETAIL ON SHEET S-200. REFER TO ARCHITECTURAL DRAWINGS FOR TRENCH DRAIN ELEVATION. .�,,,..�,,,..y..s.�.,.ti......�...-y.,-';...•y,:..w.y....�•�,...,....W"p•.^W�.✓-�k•.l^"�•.•'Y,"'�•"Y^'.�•✓'l^<`^-r'l^`.y,•."l..r'S..'.�s`s^^"�•a'W`!^'"Y.."4•,'l-r"S^rY.f"h"y..- r+.. 4 K6 SLA�ON GRADECKW ITH # 18"ocACH W/Y. REFER�TO ARCH FOR EXTENTS pF SLAB. <r �•a K7 COORDINATE THE EXACT LOCATION OF THE GENERATOR PAD WITH ARCHITECT/SUPPLIER/ELECTRICAL. f 49'_0" 2 1 lFOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER Schaefer Project Number: 1940.08 1, 1 FOOTING SCHEDULE (CONTINUOUS FOOTINGS) MARK SIZE REINFORCING REMARKS WIDTH (B) THICKNESS (H) 20 2'-0" 2'-8" (2) #6 CONT TOP & BOT LLI 31 3-0" 2'-8" (3) #6 CONT TOP & BOT FOOTING SCHEDULE (ISOLATED FOOTINGS) ,.. , AA\R�•r, .� SIZE REINFORCING REMARKS r _ N.. T (� , W�l� B, T 1 KN N 46 4'-6" 4'-6" 2'-2" #5 @ 12" EA WAY TOP & BOT (7) #5 EA WAY TOP & BOT 70 T-0" T-0" 2'-8" (8) #5 EA WAY TOP & BOT 80 8'-0" 8'-0" 2'-3" (8) #5 EA WAY TOP & BOT -,•-,-IX-,.•.-N ' ---1.8':r0';,...-M•., 2'-8" (10) #5 EA WAY TOP & BOT 96 9'-6" 9'-6" 3-0" (9) #6 EA WAY TOP & BOT 106 10'-T 1 U-6" 3-0" (10) #6 EA WAY TOP & BOT 116 1 V-6" 11'-6" 3-0" (11) #6 EA WAY TOP & BOT 170 17'-0" 17'-0" 4'-0" 21 #6 EA WAY TOP & BOT FOOTING NOTES: 1. WHERE FOOTINGS INTERSECT, PROVIDE REINFORCING STEEL PER SCHEDULE & FOOTING SIZE SUCHI THAT DIMENSIONS SHOWN IN SCHEDULE ARE MET OR EXCEEDED. 2. CENTER ALL COLUMN FOOTINGS UNDER COLUMN CENTERLINES, LINO IN PLAN OR SECTION. S-105 S-102 S-104 S-103 LUL LUL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 NUMBER DATE DESCRIPTION 06/12/19 30% PRICING SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUED FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN NO 1 BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLENGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 CAN E LL F R 0 P E P T I E 5 THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. DATE PROJECT NO 1 1 • 1 1• PARTIAL FOUNDATION PLAN Smi 02 KEY PLAN NTS � a 0-z v� w € 42' 0" I 42' 0" w I 42'-0" I 42'-0" I 42'-0" I 42'-0" 42'-0" I 42'-0" I 42'-0" I 42'-0" I 42'-0" I 42'-0" 91 f f f PARTIAL FOUNDATION PLAN ti M [F NOTES: 1. REFERENCE PLAN ELEVATION U-0", SEE CIVIL DRAWINGS 2. TYPICAL SLAB ON GRADE TO BE 8" CONCRETE SLAB REINFORCED WITH #3 @ 16"oc EACH WAY OVER MIN 6" LAYER OF GRANULAR MATERIAL PER GEOTECHNICAL ENGINEER. REFER TO GEOTECH REPORT FOR COMPACTION REQUIREMENTS. MAX CONTRACTION JOINT SPACING = 15'-0", DIAMOND DOWELS REQUIRED AT CONTRACTION JOINTS. T/SLAB EL U-0" (TYP UNO). REFER TO ARCH FOR VAPOR BARRIER. 3. SEE "SLAB ON GRADE TYPICAL CONTRACTION JOINT" DETAIL AND "SLAB ON GRADE TYPICAL CONSTRUCTION JOINT" DETAIL ON S-200 & SPECIFICATIONS. 4. DOORS ARE SHOWN IN APPROXIMATE LOCATIONS, SEE ARCH DWGS FOR EXACT LOCATIONS. 5. SEE SHEET S-001 FOR ABBREVIATIONS & LEGEND (SYMBOLS). 6. SEE SHEET S-402 FOR COLUMN SCHEDULE 7. DIMENSIONS TO WALL FOOTING STEP LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE FOOTING STEPS WITH LOCATIONS INDICATED ON FOUNDATION PLANS, WALL PANEL JOINT LOCATIONS, AND TYPICAL FOOTING STEP DETAIL ON SHEET S-200. 8. 8" SLAB ON GRADE IS DESIGNED FOR A MAXIMUM MHE POST LOAD OF 16 KIPS WITH A MINIMUM SPACING OF 44" m a 0 FOUNDATION PLAN KEYNOTES K1 SHADED AREA INDICATES EXTENT OF BROOM FINISH. REFER TO ARCHITECTURAL DRAWINGS FOR FINISH REQUIREMENTS. K2 NOTCH IN FOOTING AT ELECTRICAL SERVICE CONDUIT, ROOF WATER LEADER, DOWNSPOUT, OR FIRE LINE RISER. SEE TYPICAL DETAIL ON SHEET S-200 --,-��.�-mow•.>.-,...:.,-,w-,�-�-- W-..�,..�.,�.�-. K3 PRE..CASA�ANDRA.INLC.B..CY�-OtrTHEC.R..v`Sy. ..3 K4 SCRUBBER DUMP, SEE SHEET S-120 FOR DETAIL. COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS K5 TRENCH DRAIN, SEE TYPICAL DETAIL ON SHEET S-200. REFER TO ARCHITECTURAL DRAWINGS FOR TRENCH DRAIN ELEVATION. K6 SLAB ON GRADE, 4" THICK, WITH #3 a18"oc EACH WAY. REFER TO ARCH FOR EXTENTS OF SLAB. ^C., w�,+�°..�.r.C..✓�.rC.. �R...^'C.rl..+.C.: •:..w\.t-:..+-C.rC..-C.+� .rC..�h...+'i.r�.,^1.. C..+'1.aC,..•v\..+.."...�,rC.f�.rC..•1.r'C..�1..-C..^��.^'C..�..rS..wi..+'C.r K7 COORDINATE THE EXACT LOCATION OF THE GENERATOR PAD WITH ARCH ITECT/SU PPLIER/ELECTRICAL. FOOTING SCHEDULE (CONTINUOUS FOOTINGS) MARK SIZE REINFORCING REMARKS WIDTH (B) THICKNESS (H) 20 2'-0" 2'-8" (2) #6 CONT TOP & BOT 31 3-0" 2'-8" (3) #6 CONT TOP & BOT FOOTING SCHEDULE (ISOLATED FOOTINGS) ,)VI R:�) SIZE REINFORCING REMARKS NCZT W T ,_BQ ,T I�FS§.��„ 46 4'-6" 4'-6" 2'-2" #5 @ 12" EA WAY TOP & BOT 6 3' (7) #5 EA WAY TOP & BOT 70 T-0" T-0" 2'-8" (8) #5 EA WAY TOP & BOT 80 8'-0" 8'-0" 2'-T (8) #5 EA WAY TOP & BOT 2'-8" (10) #5 EA WAY TOP & BOT 96 9'-6" 9'-6" 3-0" (9) #6 EA WAY TOP & BOT 106 10'-6" 10'-6" 3-0" (10) #6 EA WAY TOP & BOT 116 1 V-6" 1114" 3-0" (11) #6 EA WAY TOP & BOT 170 17'-0" 1T-0" 4'4" 21 #6 EA WAY TOP & BOT FOOTING NOTES: 1. WHERE FOOTINGS INTERSECT, PROVIDE REINFORCING STEEL PER SCHEDULE & FOOTING SIZE SUCH THAT DIMENSIONS SHOWN IN SCHEDULE ARE MET OR EXCEEDED. 2. CENTER ALL COLUMN FOOTINGS UNDER COLUMN CENTERLINES, LINO IN PLAN OR SECTION. COPYRIGHT ©2019 THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER Schaefer Project Number: 1940.08 SHE G� 0 C) CO S-105 S-102 S-104 S-103 KEY PLAN U = NTSOf ao LUL &WA, &&W LUL Merr_Drr~nQ � v ■ f"L \... V I \ L— %J V Ix ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 "aY JsRi • �G -� PEN 002F374 s`1S'IONALm,00 CONSULTANT STRUCTURAL ENGINEERS— :800-542-3302 • sch.,,fe PRINT • - NUMBERI DATE DESCRIPTION 06/12/19 30% PRICING SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET 06/i 5/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUED FOR CONSTRUCTION PROJECT•- • BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLENGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 zCAN ELL P R 0 P E R T i E S THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ©Macgregor Associates Architects, Inc. - 1987-2019 BACKGROUNDREVISIONS: ARCHITECTURAL: BACKGROUND PLANS / 01/14/20 CIVIL: CIVIL PLAN / 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C / 09/13/19 PROJECT NO 10/30/19 2019-047 SHEET TITLE PARTIAL FOUNDATION PLAN SHEET S=1 03 S-105 1 F- j— �-1/ o- CV L t 4 <o Cb 60'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" (, 42'-0" 42'-0" 42'4" �, 42'-0" �" PARTIAL FOUNDATION PLAN 1 /16" =1'-0" oQ o Q T,S a z NOTES: 1. REFERENCE PLAN ELEVATION U-0", SEE CIVIL DRAWINGS 2. TYPICAL SLAB ON GRADE TO BE 8" CONCRETE SLAB REINFORCED WITH #3 @ 16"oc EACH WAY OVER MIN 6" LAYER OF GRANULAR MATERIAL PER GEOTECHNICAL ENGINEER. REFER TO GEOTECH REPORT FOR COMPACTION REQUIREMENTS. MAX CONTRACTION JOINT SPACING = 15'-0", DIAMOND DOWELS REQUIRED AT CONTRACTION JOINTS. T/SLAB EL 0'4- (TYP UNO). REFER TO ARCH FOR VAPOR BARRIER. 3. SEE "SLAB ON GRADE TYPICAL CONTRACTION JOINT" DETAIL AND "SLAB ON GRADE TYPICAL CONSTRUCTION JOINT" DETAIL ON S-200 & SPECIFICATIONS. 4. DOORS ARE SHOWN IN APPROXIMATE LOCATIONS, SEE ARCH DWGS FOR EXACT LOCATIONS. 5. SEE SHEET S-001 FOR ABBREVIATIONS & LEGEND (SYMBOLS). 6. SEE SHEET S-402 FOR COLUMN SCHEDULE 7. DIMENSIONS TO WALL FOOTING STEP LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE FOOTING STEPS WITH LOCATIONS INDICATED ON FOUNDATION PLANS, WALL PANEL JOINT LOCATIONS, AND TYPICAL FOOTING STEP DETAIL ON SHEET S-200. 8. 8" SLAB ON GRADE IS DESIGNED FOR A MAXIMUM MHE POST LOAD OF 16 KIPS WITH A MINIMUM SPACING OF 44" FOUNDATION PLAN KEYNOTES K1 SHADED AREA INDICATES EXTENT OF BROOM FINISH. REFER TO ARCHITECTURAL DRAWINGS FOR FINISH REQUIREMENTS. K2 NOTCH IN FOOTING AT ELECTRICAL SERVICE CONDUIT, ROOF WATER LEADER, DOWNSPOUT, OR FIRE LINE RISER. SEE TYPICAL DETAIL ON SHEET S-200 K3 s PRECAST SLAB AND RAIL BY OTHERS K4 SCRUBBER DUMP, SEE SHEET S-120 FOR DETAIL. COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS K5 TRENCH DRAIN, SEE TYPICAL DETAIL ON SHEET S-200. REFER TO ARCHITECTURAL DRAWINGS FOR TRENCH DRAIN ELEVATION. ARCH ITECT/SU PPLIER/ELECTRI CAL. FOOTING SCHEDULE (CONTINUOUS FOOTINGS) MARK SIZE REINFORCING REMARKS WIDTH (B) THICKNESS (H) 20 Z-0" 2'-8" (2) #6 CONT TOP & BOT 31 3-0" 2'-8" (3) #6 CONT TOP & BOT FOOTING SCHEDULE (ISOLATED FOOTINGS) SIZE REINFORCING REMARKS (V,C�T,�( �IIFH�B TW 46 4'-6" 4'-6" 2'-2" #5 @ 12" EA WAY TOP & BOT 6— —� - -S"� � -3�r- — 2 (7) #5 EA WAY TOP & BOT 70 T-0" T-0" 2'-8" (8) #5 EA WAY TOP & BOT 80 8'-0" 8'-0" 2'-3" (8) #5 EA WAY TOP & BOT "42 , ,B ;Q , ,�,M .�'��" .,..-., 2'-8" (10) #5 EA WAY TOP & BOT 96 9'-6" 9'-6" 3 4' (9) #6 EA WAY TOP & BOT 106 10'-6" 10'-6" T-0" (10) #6 EA WAY TOP & BOT 116 1 V-6" 11'-T 3-0" (11) #6 EA WAY TOP & BOT 170 17'-0" 17'-0" 4'-0" 21 #6 EA WAY TOP & BOT FOOTING NOTES: 1. WHERE FOOTINGS INTERSECT, PROVIDE REINFORCING STEEL PER SCHEDULE & FOOTING SIZE SUCH THAT DIMENSIONS SHOWN IN SCHEDULE ARE MET OR EXCEEDED. 2. CENTER ALL COLUMN FOOTINGS UNDER COLUMN CENTERLINES, LINO IN PLAN OR SECTION. COPYRIGHT ©2019 THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER Schaefer Project Number: 1940.08 S-105 S-102 S-104 S-103 KEY PLAN GJ NTS a� az LUL "WA- &&W LUL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 OF GONkF�'���''/. moo."' ` ��(\• co • QJ • PEN 4 a %•,; �S/pNA1-� ram' V'�V/ C��-�% ��iurnwuu+�� :;STRUCTURAL ENGINEERS schaefer-inc.com er--, PRINT RECORD.schnrN NUMBER DATE I DESCRIPTION 06/12/19 30% PRICING SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUED FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN NO 1 PROJECT•- • BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER I 360 ELLENGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 Z�(�A L LL P R 0 P E R T I E 3 THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ©Macgregor Associates Architects, Inc. - 1987-2019 BACKGROUND REVISIONS: ARCHITECTURAL: BACKGROUND PLANS / 01/14/20 CIVIL: CIVIL PLAN / 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C / 09/13/19 �PROJECT NO 710/3!0/l9 2019-047 SHEET TITLE PARTIAL FOUNDATION PLAN SHEET NUMBER S=1 04 Vi 0 0 to 0 EO �d- 0 0 60'-0" 42'-0" 42'-0" COPYRIGHT © 2019 THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER Schaefer Project Number: 1940.08 42'-0" I I I I 11 i 10 -20 K2 K •- - -i2 -20 -- -_- - - - - - - - - 31 = _ _ -I- - - - - -i - - - -T- -- - --- --- - rr I -1- — — — — — — — — — — — ,- - - --— — - — — — — — — — — — — — — — — — — — — M 'n r 1 -9" -4. T/FTG -5-6" II 'I 9 II _ 80 of -20 5' 0" 5'I01 L_ .__ _ ...... _ ..._ I II L, e 106 1 96 (— ;— — — — — — — U— J- — --- — — — — {�—---- --�— � f 7 ..._. I T/FTG 4-8" Zo I 1 I 42'-0" I 2'-0" K2 T/FTG -5'-0" I 42'-0" 42'-0" 42'-0" I I I 11 I 20 >�I<2 I I I + — — — — — — — — — —j— — — 42'-0" 42'-0" 42'-0" �K3i� 1(11 711,14 1 -+ — — — — — — — — _— _— _— _— _— _ __ __ �— — - —�—�— — — — — — — — — — — — — — — — — ——�r•i-fi .r--�— — — — — — —��M-ram — — — — — ��e..I� K �.r � a,�r�.••�s�s•�. •�. ar�rw.wr� �.-�.h,�� r�r� w ~-� I -L — — — — — — — — — — 1 — — — — — — — — — — 1 — — — — — — — — — — — — 1 — — — — — — — — — I — — — — — — — — — — I — — — — — — — — — 1 — — — — — — — — — — L — — — — — — — — — - — — � I I I I I I I I i I I I I I i I I I I I I II I I I I I I I rr"o.r'Y..'Y.�.s^r.~a.�'1`^Y�'ro�+'�,•-y�"Y.•^,.�"�fl-�`�"�r-tr.rY�'w"y.rb..-�y,.�..•-�..,^r<"�-f'1-�•',,�,-Z-�s^rn-�"SAY•^��"t�r'Y�'tr�"Y�"�rr'1-~Y�.-•y f•.,, .-Y�•1- , r'��^7r'Z--•>•�'y-r'�.,.y�.^'�•.r�..r�.W"�-r'o.r,•.ry.r`,,,.�-r .y,,-,-�' s'S•+"1..�''Y,r�.."�'�y.�"�.r"�.sl-r>-rlr'o•+"�.✓1..r�•�'' W'6.�`1�"r�"`�,�''1-�+'l^�.v�.+",�.�✓'a,�"'�,+'l..r,�.r'>•v"Yr'a,�^1 �"6•,",•�,.Y,�"Y,�"�.�''b•r^� 170 I. -4- F- 7 O F— � 7 -----------� I -L----------- _ J L - .J L� J .,�..- I I I I I 1 31 T/FTG -6- " 96 ! 80 1 80 1 80 1 -- — — — — — — --- — — — — — — — — — — — —I — — — — ---I— — {-- — — — — —I—r�— {-- — --- L t J L _J_. J L t J L t J I I 1 1 I I II I 96 F I � I I 96 � � � 96 I I I I I I } -- -- ----- --I--- - L�- J I--- - — {�- -F-- - - -- {�- ------ - ---I - - T I 1 I AJ L T J L J L J I I I I I I I I I I eF- Or - I I 80 I 80 I 80 -1 I I I- T -I r r — — —I— —4-- — ---- I --I- — — — —I-1 4-- — — — —-- — ---I�— f-- L I I -J I I L t J L t J L J I L — -1- — -i I I i i I I I I I I I I I I I I I • E -20 I I I I i I I I I I I I� I 170 _ 1 _ 1 1 70 96 F � 80 r , 80 r Or- -I Or- 1 , Or l -I 80 r l � I I I 80 r l -I 80 80 - — - - - — - — - - - - --- - - ----- - --- yQ@J0) 1 - I I I I I I r I , r € 1 - - -L 1 -L I I-L----- - -1-i------ ---1 -4-- - - - --- - -- } - - - -- — - -1-�------- - -I—�- {-- L _I L -r- -1 20L -r �J L-r J L� J L-I J L -I- J I I I L-r J L-,r J Lt J T/FTG 4-2" I L— T— J TYP @ INT n I I I I I I I I I I 7\ I I I I COL FTG (UNO) Y^ I I I I I I I I I I I I I 31 I.1 I I I I I I I I I 20 I I 170 - - 70 96 *I er I Or - I 0-- I Or - I (Dr I 80 1 r I Or I (Dr- 1 Or - I F- I t -1 M wm m..a. _ .. _..... ..... .._ ., m� w� . .. _ .� �. �_....� _ __ _ .�__ _ m. ._ .m.... M......_.... m. .... m.._ .... w m . ..........� .� _ ._ -{-� -,-� t� r-I- I I � �� �HEET s-1o4 .._..........�.�.w �..�- ��.�. r.._.......M....._ ...._._ _...�.._..�.....� .� .��....._.�.._.r._ _.... I ...,..-.�`_- ..Ir...,, � � � ...�L__ �.�. 1a_ .U�_ ...�...� .�. I�- �... I� ...�r......� m��_ _.._ _..� �...... I.r.�... 4g..�._.�..w„....�.....-. �.....-...w.. �..... �..�......�......��....._ .,.� ...._ � ._.._._....�...u.�...u_ .....�.......... .._.�...._ I .....•�..� .......M.�._....._ ....._. _.._..._.._......r�..._ .�..�_ ,� � .�..._... _,._...m� w.......�..a�........__ m�r_ .m_...__,�....... �.�... I .�-....ti...._.��....� I I— L+ J T T + + T T I ( I T L J L .J L J L J L J L J L J L J L— J I I I I I I I I L- I — .J I I II i 31 I I I I I I r I I I I I I I 1 I I I I I 96 I e I e 80 e 80 80 I I � I 70 80 - 80 80 1 —I r T- -I r -r -I r rt r -r -I O r -r O r- -r -I I I I I -T- r -r- r- $ - - — - - - — - - - I - — - - - - — - -—�--f-- - — - — - -1—I +-- - - - -I-- - -- --- - — -I—i--- - - - — - -I—�- I---- - — - -I- �-�--- - --I—�--I--- -----+---- --P - - - -I—�- F-- --- --I—�-�---- - - -1-4- {-- r L -I� I L J_ J L J- J L J_ J L J- J L J_ J L J_ J I I I L J_ J L .L J L t J 7 41�. 1k «� 1 A f� �' I L — — J 96 96 LF 1 F I El L I J L J CJ (TYP) o .._..._.__....._...._.._._.----._ _...-.------.._.. ._ ._.._..._--._. ._..._.—.___..._.�S Q n I Lu I 80 I 80 r I - i —.I ..—.._ — Lt J j L� J CJ @ (3) EQ SPA = 42'-0" PARTIAL FOUNDATION PLAN I� 1 /16" =1'-0" 1-0�-, o a oz'II1 NOTES: 1. REFERENCE PLAN ELEVATION U-0", SEE CIVIL DRAWINGS 2. TYPICAL SLAB ON GRADE TO BE 8" CONCRETE SLAB REINFORCED WITH #3 @ 16"oc EACH WAY OVER MIN 6" LAYER OF GRANULAR MATERIAL PER GEOTECHNICAL ENGINEER. REFER TO GEOTECH REPORT FOR COMPACTION REQUIREMENTS. MAX CONTRACTION JOINT SPACING = 15-0", DIAMOND DOWELS REQUIRED AT CONTRACTION JOINTS. T/SLAB EL U-0" (TYP UNO). REFER TO ARCH FOR VAPOR BARRIER. 3. SEE "SLAB ON GRADE TYPICAL CONTRACTION JOINT" DETAIL AND "SLAB ON GRADE TYPICAL CONSTRUCTION JOINT" DETAIL ON S-200 & SPECIFICATIONS. 4. DOORS ARE SHOWN IN APPROXIMATE LOCATIONS, SEE ARCH DWGS FOR EXACT LOCATIONS. 5. SEE SHEET S-001 FOR ABBREVIATIONS & LEGEND (SYMBOLS). 6. SEE SHEET S-402 FOR COLUMN SCHEDULE 7. DIMENSIONS TO WALL FOOTING STEP LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE FOOTING STEPS WITH LOCATIONS INDICATED ON FOUNDATION PLANS, WALL PANEL JOINT LOCATIONS, AND TYPICAL FOOTING STEP DETAIL ON SHEET S-200. 8. 8" SLAB ON GRADE IS DESIGNED FOR A MAXIMUM MHE POST LOAD OF 16 KIPS WITH A MINIMUM SPACING OF 44" FOUNDATION PLAN KEYNOTES K1 SHADED AREA INDICATES EXTENT OF BROOM FINISH. REFER TO ARCHITECTURAL DRAWINGS FOR FINISH REQUIREMENTS. K2 NOTCH IN FOOTING AT ELECTRICAL SERVICE CONDUIT, ROOF WATER LEADER, DOWNSPOUT, OR FIRE LINE RISER. SEE TYPICAL DETAIL ON SHEET S-200 K3 PRECAST SLAB AND RAIL BY OTHERS ? K4 SCRUBBER DUMP, SEE SHEET S-120 FOR DETAIL. COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS K5 TRENCH DRAIN, SEE TYPICAL DETAIL ON SHEET S-200. REFER TO ARCHITECTURAL DRAWINGS FOR TRENCH DRAIN ELEVATION. ..,r.."Y..,.,,,„..�..,•..,...-y......,„,.�„•.,,v.�,,...,,-...Y...�..-,...-�.,.r...-�.»-y....-y..^�-r�...•-,...^�.ry.ry....p,..-y.r•...-yw-�r`"�^•`Y,'",..."y..'":^`"Y.--r,-�.•.� `y.."�'�.✓w•y..- K6 SLAB ON GRADE, 4" THICK, WITH #3 @ 18"oc EACH WAY. REFER TO ARCH FOR EXTENTS OF SLAB. �1,.^'�..•l.^�..-C,.^�....•art..•:...-'�,�-C..�+uC. �...^R,.vt..^�..-Z �._._",.�.ruC.s1..-�...��.sC,....�.ri.r'..^':,rh,:",..�..M.r^L..�r:.rR..-t..�af^�.M,r•S..r K7 COORDINATE THE EXACT LOCATION OF THE GENERATOR PAD WITH ARCHITECT/SUPPLIER/ELECTRICAL. FOOTING SCHEDULE (CONTINUOUS FOOTINGS) MARK SIZE REINFORCING REMARKS WIDTH (B) THICKNESS (H) 20 2'-0" 2'-8" (2) #6 CONT TOP & BOT 31 3-0" 2'-8" (3) #6 CONT TOP & BOT FOOTING SCHEDULE (ISOLATED FOOTINGS) _, MMAR SIZE REINFORCING REMARKS 46 4'-6" 4'-6" 2'-2" #5 @ 12" EA WAY TOP & BOT (7) #5 EA WAY TOP & BOT 70 T-0" T-0" 2'-8" (8) #5 EA WAY TOP & BOT 80 8'-0" 8'-0" 2'-3" (8) #5 EA WAY TOP & BOT 2'-8" (10) #5 EA WAY TOP & BOT 96 9'-6" 9'-T 3'-0" (9) #6 EA WAY TOP & BOT 106 1 Y-T 1 Y-6" 3-0" (10) #6 EA WAY TOP & BOT 116 1 V-6" 1 V-6" 3'-0" (11) #6 EA WAY TOP & BOT 170 17'-0" 17'-0" 4'-0" 21 #6 EA WAY TOP & BOT FOOTING NOTES: 1. WHERE FOOTINGS INTERSECT, PROVIDE REINFORCING STEEL PER SCHEDULE & FOOTING SIZE SUCH THAT DIMENSIONS SHOWN IN SCHEDULE ARE MET OR EXCEEDED. 2. CENTER ALL COLUMN FOOTINGS UNDER COLUMN CENTERLINES, UNO IN PLAN OR SECTION. S-105 S-102 S-104 S-103 KEY PLAN U o0 CL Zz NTS LUL AMWA &L LUL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 `��tff.11111111I////// 0,n. � 7 _ PEPf0028674 ENS CONSULTANTx% 17- STRUCTURAL 800-542-3302 • s c h I -e fe PRINT RECORD NUMBER DATE DESCRIPTION 06/12/19 30% PRICING SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUED FOR CONSTRUCTION PROJECT•- • BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLENGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 i SCANNELL F R 0 t" E R T i E 5 THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ©Macgregor Associates Architects, Inc. - 1987-2019 BACKGROUND REVISIONS: ARCHITECTURAL: BACKGROUND PLANS / 01/14/20 CIVIL: CIVIL PLAN / 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C / 09/13/19 PROJECTNO 10/30/19 2019-047 SHEET TITLE PARTIAL FOUNDATION PLAN SHEET NUMBER S=1 05 (7) EQ SPA = 42'-0" 6 (7) EQ SPA = 42'-0" (7) EQ SPA = 42'4" (7) EQ SPA = 42'-0" (7) EQ SPA = 42'-0" (7) EQ SPA = 42'4' (7) EQ SPA = 42-0" (7) EQ SPA = 42'-0" (7) EQ SPA = 42'-0" (7) EQ SPA = 42-0" (7) EQ SPA = 42'4" ii)N Gn cIDA - 42'-0" LU (10) EQ SPA = 30' 0" I I I I Z! I I I I I I I I I I I Xl0 LLJ I I I I I I ' BOD EL , = 35-10 1/2" 1 BOD EL = 36-9" I BOD EL I = 35'-101/2" BOD EL = 36-9" I BOD EL = 36-101/2" BOD EL I = 36'-9" 30 BOD EL = 35'-10 1/2" 4 30 BOD EL = 36'-9" BOD EL = 35'-10 1/2" I I , BOD EL = 36'-9" I BOD EL = 36-101/2" BOD EL = 36'-�" BOD EL = 35' 10 1/2" BOD E I I I l 1 1 i 46LHSP1 coLHSP1 46LHSP1 46LHSP1 _ 46LHSP1 46LHSP1 46CO x 46LHSP1 cn 46LHSP1 a 46LHSP1 cn cn M ' 46LHSP1 �'; I cn [[I } M d' V V V V mot' V' d' 46LHSP3 a a o I c„ W cn co W co co N cn co W co J �p _Cf) J �p _ -, O _ CD N = J J �p J O = S S J J 2 2 2 2 2 S S 2= 2 2 J -I J J J J J J J J J J co I I K2 j I I 1 I I 'JUT 7N 161UK I I I I 56Y''N i6E"uK I I I I Soy 7N 1oiur\ I I I I 5oy� 7iv 161"uK I I I I Dby ,IN lop\ I I I I bby /N 1o1UK I I I I I bby (N 1610K I I 1 1 56� 7N 1610K 1 I I 1 56( 7N 1610K I 1 1 1 569 7N 1610K I I I I56� 7N 1618K 1 1 1 $6G112� 11�.W 11 I LII ; l i °O 22 30K (288/180) � °o° 30K (288/180) � 30K 22 (288/180) 30K (288/180) °2 °C2 30K (288/180) 30K (288/180) co 30K (288/180) b w w 30K (288/180) 30K (288/180) 30K (288/180) om n 00 o 0 0 0 0 0 0 0 0 0 0 (300/180) � M: M M M M M M �? M co N co N oN0 x m 22 co co �! 0 O U:30K C o rn rn rn rn rn Q. rn Q. rn rn , Y' 0 co 1 1 Y 0 co Y O Y O Y CD Y CD N co Y CD co Y Y CDO Y CD O CO CO CO CO CO CO CO Cf0 CO CO Cfl i Y Y CD Y Y Y Y Y Y Y Y Y CD CD CD CD CD co CD CD O CD M M Cl) co co co M M M M co M M M 1 j 70 7N 13 8K 70 7N 13 8K 70 13 3 1 30 30 K2 xo xo ,�xj 7N 8K 70 7N 13 8K 70 7N 13 8K 70 7N 13 8K 70 7N 13 8K 70 7N 13 8K 70 7N 13 8K 70 7N 13 8K 70 7N 14 1 K 0 121 1 .1 1 -- I S-501 1 of r- ccoo 30K (288/180) o °' M 30K (288/180) 0 O° 30K (288I180) 0 30K (288/180) 0 CO 30K (288/180) 0 � 30K (288/180) ; 30K (288/180) 0 30K (288/180) 0 30K (288/180) 0 30K (288/180) 0 30K (288/180) 0 o 0 eo O O N o N 0 N 0 N 0 N 0 N 1 1`co o f co o M 0 co 0 co 0 co v OM Cx0 v Y 00 Y O co Y O co O co Y O M 00 Y O co Y M Y O co Y 0 co M S M M Y 0 co M Y 0 M M Y O co I Ilk K2 1 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 10 72G 9 13.8 2-- 30 I o: m r I �m GV 30K (288/180) s m 2- 00 30K (288/180) o o2 r- o 30K (288/180) 0 m 30K (288/180) 0 m 30K (288/180) 0 r 30K (288/180) 30K (288/180) 0 co 30K (288/180) 0 of 0 30K (288/180) 0 e2 0 30K (288/180) 0 22 0 30K (288/180) 0 r 0 w - co 0 ao - co 0 N v 0 CV 0 CV o N O N o i I v N N v N N M M M M M M m 1 i m - m O O : O �•� 9 O M O co O co O M o 0 0 0 0 0 r� r j -30 K2 j 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K .......... 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 721 7N 13 8K 72 7N 13 8K 72 9N 13 8K - - ----- . .... . .... CO1 K2 An I 30K (288/180) 30K (288/180) r 30K (288/180) ZZ 30K (288/180) _L I r 30K (288/180) I I 30K (288/180) I I X 30K (288/180) 30K (288/180) `� 33 30K (288/180) O° 30K (288/180) CO 30K (288/180) O° m `� o 0 o O o O I oO M 1 1 ' Cl) o M o co o Cl) OM Y MO Y M Y O Y CD CN CZ) co Y CD M EL O M Y O M Y O Cn Y O M Y O M E2 0 Cl) Y 0 M l 72 7N 13 8K 721 7N 13 8K 721 7N 13 8K 721 7N 13 8K 72 7N 13 8K 721 7N 13 8K 72 7N 13 8K 72 7N 13 8K 721 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72j 9N 13 8K I K2 PARTIAL ROOF FRAMING PLAN 1/16" = V-0" PLAN NOTES: w O ; y �o L: 1. DOORS & WINDOWS ARE SHOWN IN APPROXIMATE LOCATIONS, SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS. 2. SEE SHEET S-001 FOR ABBREVIATIONS & LEGEND (SYMBOLS). 3. SEE SHEET S-300 FOR "TYPICAL ROOF OPENING EDGE" DETAIL AND "TYPICAL ROOF MECHANICAL UNIT SUPPORT" DETAIL. 4. SEE SHEET S-401 FOR METAL DECK SCHEDULE. 5. SEE SHEET S-402 FOR COLUMN SCHEDULE 6. JOIST MANUFACTURER: ROOF JOISTS & JOIST GIRDERS ARE SUBJECT TO A NET UPLIFT DUE TO WIND, SEE S-401 FOR DESIGN UPLIFT. 7. JOIST MANUFACTURER: DESIGN BAR JOISTS & JOIST GIRDERS FOR L/360 LIVE (OR SNOW) LOAD DEFLECTION AT ALL OFFICE/CEILING LOCATIONS. ALL OTHER JOISTS MAY BE DESIGNED FOR U240 LIVE (OR SNOW) DEFLECTION (UNLESS NOTED OTHERWISE). SEE HATCHED AREAS (S109-S113) FOR OFFICE/CEILING LOCATIONS. 8. JOIST MANUFACTURER SHALL DESIGN JOISTS SEATS FOR THE ASD LATERAL ROLLOVER FORCE ON GRIDLINE A AND L AS FOLLOWS: A. GRIDLINES 1-7: 3.8 KIP (0.6W), 1.6 KIP (0.7EQ) B. GRIDLINES 7-24: 2.5 KIP (0.6W), 1.4 KIP (0.7EQ) 9. BAR JOISTS & JOIST GIRDERS SHALL BE DESIGNED FOR ADDITIONAL LOADS DUE TO ROOF TOP SUPPORTED MECHANICAL UNITS & SPRINKLER MAINS. GENERAL CONTRACTOR SHALL COORDINATE FINAL SIZE, WEIGHT, & LOCATION OF RTU'S & SPRINKLER MAINS BETWEEN MEP, FIRE PROTECTION, AND JOIST MANUFACTURER PRIOR TO JOIST FABRICATION. 10. SPRINKLER MAINS SHALL BE INSTALLED AT THE SPECIFIC LOCATIONS SHOWN ON THE FIRE PROTECTION DRAWINGS. MAINS SHALL BE LOCATED NO LESS THAN 10" CLEAR FROM A BAR JOIST. SPRINKLERS SHALL NOT VIOLATE 32'-0" CLEAR HEIGHT. 11. JOIST MANUFACTURER: PROVIDE BRIDGING AS REQUIRED BY SJI. ALL BRIDGING SHALL BE LOCATED 1'-3" MIN CLEAR FROM SPRINKLER LINES. GENERAL CONTRACTOR SHALL COORDINATE WITH FIRE PROTECTION & JOIST MANUFACTURER. 12. JOIST MANUFACTURER: DESIGN JOIST GIRDERS FOR ADDITIONAL POINT LOADS DUE TO SNOW DRIFTS OR PONDING AS SHOWN ON PLANS. 13. PROVIDE 5" DEEP SEATS AT K-SERIES JOISTS THAT HAVE COMMON BEARING WITH LH-SERIES AND DLH-SERIES JOISTS 14. JOIST GIRDERS SHALL HAVE 7 1/2" DEEP SEATS 15. FABRICATE ALL JOISTS AND JOIST GIRDERS w/ SJI RECOMMENDED CAMBER 16. ROOF FRAMING BETWEEN COLUMN LINES B & K HAS BEEN DESIGNED TO PROHIBIT PONDING INSTABILITY PER ASCE-7 AND AISC, BASED ON ROOF SLOPE LESS THAN 1/4" PER FOOT 17. DECK IS TO BE CONTINUOUSLY SUPPORTED AT EACH END OF DECK SPAN 18. PRECAST MANUFACTURER: DESIGN PANELS AND CONNECTIONS FOR ADDITIONAL POINT LOADS DUE TO SNOW DRIFTS OR PONDING AS SHOWN ON PLANS AND SPECIAL JOIST SCHEDULE. 19. PROVIDE L3x3xl/4's BETWEEN ADJACENT BAR JOISTS AT "BIG ASS FANS", SUPPORT PER MFR'S INSTRUCTIONS. IN ADDITION, INSTALL MIN (1) L3x3xl/4 DIAGONAL BRACE FROM SUPPORTING JOIST BOTTOM CHORD UP TO ADJACENT TOP CHORD FOR LATERAL SUPPORT. SEE ARCH/MECH DRAWINGS FOR FAN LOCATIONS. ROOF FRAMING PLAN KEYNOTES K1 JOIST MFR: DESIGN 5" SEATS FOR K-SERIES JOIST THAT SHARE GIRDERS WITH LH JOISTS, OR K-SERIES JOISTS WITH 5" SEATS K2 JOIST MFR: DESIGN BAR JOIST FOR U480 LIVE (OR SNOW) LOAD DEFLECTION, T MAX TOTAL DEFLECTION K3 300# MAX CEILING FAN. COORDINATE LOCATION, SIZE & WEIGHT PRIOR TO JOIST FABRICATION K5 JOIST MFR: DESIGN ALL JOISTS THIS BAY (UNO) FOR A MIN I= 46,Q IIV"4 K6 SEE DETAIL 10/S-301 FOR JOIST SLIP DETAIL FOR JOISTS 1 ON THE SLIP SIDE OF THE EXPANSION JOINT THAT SHARES A PANEL WITH THE WIDE FLANGE BEAM., Z,.` E,s".�..•"\..:4C,..,.�,.,.1.,"h.`°.,..v':..f"1.,,.C,..,.�,....,,.,..t.•^.\..•.C.:`..:v.,'1:"1..`.C,..-`.....,..\„,,.1...vC..•`Q, s.'�.•^.C...,.C,..^`:+ COPYRIGHT 02019 THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER Schaefer Project Number: 1940.08 .L = 36-6" BOD ELEV = VARIES BOD ELEV = 3T-1 1/2" v BOD ELEV = 38'-V BOD ELEV = 39'-01/2" ROOF RIDGE B& ELEV = 40'-0" BOD ELEV = 39'-5" NOTES TO JOIST SUPPLIER: 0 O 0 Zo �r O CO 0 CO SHEET S-107 FOR BIDDING PURPOSES, ASSUME 12% OF BAR JOISTS WILL REQUIRE AN INCREASE IN TOTAL UNIFORM LOAD OF 30 PLF FOR SUPPORT OF SPRINKLER MAINS. JOIST GIRDERS WILL REQUIRE A CORRESPONDING INCREASE IN JOIST REACTIONS (+1 K AT TYP 50' SPANS & 1.5K AT ANY JOIST GIRDER SUPPORTING JOIST SPANNING > 50'). FINAL JOIST & GIRDER DESIGN IS PENDING FIRE PROTECTION DESIGN. S-109 5-106 S-108 S-107 KEY PLAN U = 0 NTS ~ �o II CLz LUL LUL ACGREGOR I ARCHITECTS 2727 Paces Ferry Road SE B ' UIIg dIn Two, o Suite 14 t 00 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 CO3�, PEN Oi126:,74 :• � �'Z �`�6'1 ...vli6riL�`, STRUCTURAL ENGINEERS •• PRINT RECORD NUMBER DATE DESCRIPTION 06/12/19 30% PRICING SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET 08/15/1" 95% REVIEW SET 10/30/9 PERMIT SET 02/07/20 ISSUED FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN NO 1 PROJECT•- • BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CEN RIBUTION TER TER 360 ELLENGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 A L a&. a t I Q. t LL THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ©Macgregor Associates Architects, Inc. - 1987-2019 BACKGROUND REVISIONS: ARCHITECTURAL: BACKGROUND PLANS / 01/14/20 CIVIL: CIVIL PLAN / 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C / 09/13/19 PROJECT• 10/730/19 2019-047 SHEET TITLE PARTIAL ROOF FRAMING PLAN SHEET NUMBER Smi 06 BOD EL = 35'-10 1/2" _ LU w 3 0 ro _ QI U 0 m 0 W 0 co 0 0 rn rn 0 N m a� 2 3 U BOD EL = 36-9" u "L - JV -J WVI LL -JV -J PARTIAL ROOF FRAMING PLAN 1/16" =1'-0" tio, LU Of Ty [if O a:z PLAN NOTES: 1. DOORS & WINDOWS ARE SHOWN IN APPROXIMATE LOCATIONS, SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS. 2. SEE SHEET S-001 FOR ABBREVIATIONS & LEGEND (SYMBOLS). 3. SEE SHEET S-300 FOR "TYPICAL ROOF OPENING EDGE" DETAIL AND "TYPICAL ROOF MECHANICAL UNIT SUPPORT" DETAIL. 4. SEE SHEET S-401 FOR METAL DECK SCHEDULE. 5. SEE SHEET S-402 FOR COLUMN SCHEDULE 6. JOIST MANUFACTURER: ROOF JOISTS & JOIST GIRDERS ARE SUBJECT TO A NET UPLIFT DUE TO WIND, SEE S-401 FOR DESIGN UPLIFT. 7. JOIST MANUFACTURER: DESIGN BAR JOISTS & JOIST GIRDERS FOR L/360 LIVE (OR SNOW) LOAD DEFLECTION AT ALL OFFICE/CEILING LOCATIONS. ALL OTHER JOISTS MAY BE DESIGNED FOR L/240 LIVE (OR SNOW) DEFLECTION (UNLESS NOTED OTHERWISE). SEE HATCHED AREAS (S109-Sl13) FOR OFFICE/CEILING LOCATIONS. 8. JOIST MANUFACTURER SHALL DESIGN JOISTS SEATS FOR THE ASD LATERAL ROLLOVER FORCE ON GRIDLINE A AND L AS FOLLOWS: A. GRIDLINES 1-7: 3.8 KIP (0.6W), 1.6 KIP (0.7EQ) B. GRIDLINES 7-24: 2.5 KIP (0.6W), 1.4 KIP (0.7EQ) 9. BAR JOISTS & JOIST GIRDERS SHALL BE DESIGNED FOR ADDITIONAL LOADS DUE TO ROOF TOP SUPPORTED MECHANICAL UNITS & SPRINKLER MAINS. GENERAL CONTRACTOR SHALL COORDINATE FINAL SIZE, WEIGHT, & LOCATION OF RTU'S & SPRINKLER MAINS BETWEEN MEP, FIRE PROTECTION, AND JOIST MANUFACTURER PRIOR TO JOIST FABRICATION. 10. SPRINKLER MAINS SHALL BE INSTALLED AT THE SPECIFIC LOCATIONS SHOWN ON THE FIRE PROTECTION DRAWINGS. MAINS SHALL BE LOCATED NO LESS THAN 10" CLEAR FROM A BAR JOIST. SPRINKLERS SHALL NOT VIOLATE 32'-0" CLEAR HEIGHT. 11. JOIST MANUFACTURER: PROVIDE BRIDGING AS REQUIRED BY SJI. ALL BRIDGING SHALL BE LOCATED 1'-3" MIN CLEAR FROM SPRINKLER LINES. GENERAL CONTRACTOR SHALL COORDINATE WITH FIRE PROTECTION & JOIST MANUFACTURER. 12. JOIST MANUFACTURER: DESIGN JOIST GIRDERS FOR ADDITIONAL POINT LOADS DUE TO SNOW DRIFTS OR PONDING AS SHOWN ON PLANS. 13. PROVIDE 5" DEEP SEATS AT K-SERIES JOISTS THAT HAVE COMMON BEARING WITH LH-SERIES AND DLH-SERIES JOISTS 14. JOIST GIRDERS SHALL HAVE 71/2" DEEP SEATS 15. FABRICATE ALL JOISTS AND JOIST GIRDERS w/ SJI RECOMMENDED CAMBER 16. ROOF FRAMING BETWEEN COLUMN LINES B & K HAS BEEN DESIGNED TO PROHIBIT PONDING INSTABILITY PER ASCE-7 AND AISC, BASED ON ROOF SLOPE LESS THAN 1/4" PER FOOT 17. DECK IS TO BE CONTINUOUSLY SUPPORTED AT EACH END OF DECK SPAN 18. PRECAST MANUFACTURER: DESIGN PANELS AND CONNECTIONS FOR ADDITIONAL POINT LOADS DUE TO SNOW DRIFTS OR PONDING AS SHOWN ON PLANS AND SPECIAL JOIST SCHEDULE. 19. PROVIDE L3x3xl/4's BETWEEN ADJACENT BAR JOISTS AT "BIG ASS FANS", SUPPORT PER MFR'S INSTRUCTIONS. IN ADDITION, INSTALL MIN (1) L3x3xl/4 DIAGONAL BRACE FROM SUPPORTING JOIST BOTTOM CHORD UP TO ADJACENT TOP CHORD FOR LATERAL SUPPORT. SEE ARCH/MECH DRAWINGS FOR FAN LOCATIONS. --- -- J J- I V 11 L ROOF FRAMING PLAN KEYNOTES K1 JOIST MFR: DESIGN 5" SEATS FOR K-SERIES JOIST THAT SHARE GIRDERS WITH LH JOISTS, OR K-SERIES JOISTS WITH 5" SEATS K2 JOIST MFR: DESIGN BAR JOIST FOR L/480 LIVE (OR SNOW) LOAD DEFLECTION, 3" MAX TOTAL DEFLECTION K3 300# MAX CEILING FAN. COORDINATE LOCATION, SIZE & WEIGHT PRIOR TO JOIST FABRICATION K5 JOIST MFR: DESIGN ALL JOISTS THIS BAY (UNO) FOR A MIN I = 460 IN114 K6 SEE DETAIL 10/S-301 FOR JOIST SLIP DETAIL FOR JOISTS ON THE SLIP SIDE OF THE EXPANSION JOINT THAT SHARES A PANEL WITH THE WIDE FLANGE BEAM. I BOD EL = 35'-h01/2" (5) EQ SPA = 30'-0" A /ll l�II COPYRIGHT 02019 THIS DOCUPAENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUh1ENT NOR THE INFOWAATION IT CONTAINS %1AY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER Schaefer Project Number: 1940.08 ROOF RIDGE BOD ELEV = 40'-0" SHEET S-106 0 BOD ELEV = 39'-5" 0 BOD ELEV = 38'-10" BOD ELEV = 38'-3" K1 _ 0 CV I I I (4) EQ SPA = 12'-0" BOD ELEV = VARIES BOD EL = 37'-1 1/2" NOTES TO JOIST SUPPLIER: FOR BIDDING PURPOSES, ASSUME 12% OF BAR JOISTS WILL REQUIRE AN INCREASE IN TOTAL UNIFORM LOAD OF 30 PLF FOR SUPPORT OF SPRINKLER MAINS. JOIST GIRDERS WILL REQUIRE A CORRESPONDING INCREASE IN JOIST REACTIONS (+1 K AT TYP 50' SPANS & 1.5K AT ANY JOIST GIRDER SUPPORTING JOIST SPANNING > 50'). FINAL JOIST & GIRDER DESIGN IS PENDING FIRE PROTECTION DESIGN. S-109 S-106 S-108 S-107 KEY PLAN w = ij l N TS i' �o I� LUL MACGREGOR ASSO"CIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 7 I`IIIIII�IIIIII7 `` e�*,EE!!ulurrrrrsa • t �. • � ��. _ __ it �.`? �z � C. PEN0028374 CONSULTANT STRUCTURAL ENGINEERS 800-542-3302 • PRINT RECORDschctcfer_..., NUMBER DATE DESCRIPTION 06/12/19 30% PRICING SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUED FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN NO 1 PROJECT•- • BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLENGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCAm MIN ELL E R0 P E R T E S THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ©Macgregor Associates Architects, Inc. - 1987-2019 BACKaROUND REVISIONS: ARCHITECTURAL: BACKGROUND PLANS / 01/14/20 CIVIL: CIVIL PLAN / 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C / 09/13/19 �+PROJECT NO 10/30/19 2019-047 SHEET TITLE PARTIAL ROOF FRAMING PLAN SHEET NUMBER q. S=1 07 S 0 d' 0 zo 0 7 g U S-109 ROOF RIDGE BOD ELEV = 40'-1 BOD ELEV = 39'-! _ BOD ELEV = 38'-' K1 BOD ELEV = 38'-; BOD ELEV = VAF COPYRIGHT92019 THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER Schaefer Protect Number: 1940,08 k �2G 12� 13.81 I L- I J 72( 7N 1318K I 72� 7N 1318K I I 72� 7N 1318K ( 72� 7N 1318K I 72� 7N 1318K I I I 72� 7N 1318K I I ( 72� 7N 13�8K ! I 72� 7N 1318K I I 72� 7N 1318K I I I 72� 7N 1318K I -J- K2 i 6 CNM� N M 06 N_ CD N_ CD o CN N_ CD O 04 N_ O � co N_ CD � co N_ CDM � � N � CN N_ O Cl) � co� N_ O co � N_ O Cn � coao N_ CD co 30K (288/180) N O co 30K (288/180) co N_ M 30K (288/180) co N_ O 30K (288/180) co N_ CD 30K (288/180) 35 CN N O 30K (288/180) � co v O 30K (2881180) x _ 30K (288/180) co O 30K (288/180) co CD 30K (288/180) II 0 O I xo 4 - \ 2G 121 13.8K 720 7N 13 8K 72 7N 13 8K 720 7N 13 8K 72G 7N 13 8K 720 7N 13 8K 72 7N 13 8K 720 7N 13 8K 72G 7N 13 8K 72 7N 13 8K 72 7N 13 8K 6 A' S-501 I I ( I o N 0 N 0 N 0 N 0 o 0 m 0 85 0 0 0 0 m 30K (288n 80) 0 30K (288/180) 0 co 30K (288/180) 0 co 30K (288/180) 0 co m 30K (288/180) ® � 30K (286/180) 0 30K (288/180) 30K (288/180) o 30K (288/180) o 30K (2881180) o �- I rn rn rn rn rn 0o o0 07 co oo 0o co m co co m co 00 co 0o eo m co co co X 00 00 O I M CD CO C�l0 M M M M M M M 0 M o Cl) CD M O M O Cl) o M O M CD M CD co CD M 0 M co co 0 M o M O i M K2 I, I I 011 I �2G 12� 13.8d I I 1 I 72� 7N 13I8K I I 1 1 72� 7N 13I8K I I I I 72( 7N 13I8K I I I 72$ 7N 1318K I I 1 I I 72(� 7N 1318K I I I I 72� 7N 13I8K I I I 1 72$ 7N 1318K I I I 1 1 72$ 7N 13I8K I I I 1 72$ 7N 13I8K I I I 1 72� 7N 13I8K T1 t El El � El El El El- I I i 30K (288/180) 30K (288/180) 30K (288/180) 30K (288/180) 30K (288/180) 30K (288/180) 30K (288/180) IN E'4V j[lo Cl) I N 0 N 0 Cl) N 0 N 0 Cl) N N O O O 0 0 N N N N N 0 0 0 0 0 M co M co Cl) O O N N 0 - o CY) co O O � N N 0 0 co M O N 0 Cl) O N 0 Cl) O N 0 Cl) O N 0 M x 30K (288i180) N O N Y M O 30K (288/180) N Y co 30K (288i180) O I 22 v, Y Cl) O N 0 Cl) O 22 N 0 M K2 � t I x °s� OG 12 20.8 70 7N 20 8K 701 7N 20 8K 70 7N 20 8K 701 7N 20 8K El 70 7N 20 8K 70 7N 20 8K 8 701 7N 20 8K 30 70 7N 20 8K 701 7N 20 8K 70 7N 20 8K -30 t I I i 5 I -Aw -30 K2 i 0- f cn 0- cn 0- cn 0- a_ 0- co cn cn 52LHSP1 a cn 52LHSP1 a cn 52LHSP1 a U) 52LHSP1 a cn 52LHSP1 a cn 52LHSP1 cn 52LHSP1 a cn 52LHSP1 M 52LHSP1 x cn 52LHSP1 cn 52LHSP1 U) I xxxx J N I to I I J N L0 J N LO x x J J J N N cV LO LC) LO x J N LO x J N LO x J CV LO x J N L() J CV LC) co x J N W) J j t N t f x J N LC) _ J N LO x J N LO - - --- I f IES -iT 1, 711 1 1 1 1 1 1 1 1 l i - - - 37 1 1/2 I I I I I I I BOD EL = 35101/2" I I BOD EL = 369" I BOD EL = 35'-10 1/2" i BOD EL = 36-9" BOD EL = I 35'-10 1/2" 4E75I I BOD EL = 36'-9" BOD I EL = 35'-10 1/2" BOD EL = 36-9" I zl 7 30 BOD EL = 35'-10 1/2' - BOD EL = 36'-9" BOD EL -30 I (4) EQ 12'-0" SPA = (8) EQ SPA = 48'-0" I I I I I Z I X n d) 60'-0" (7) EQ SPA = 42'-0" (7) EQ SPA = 42'-0" (7) EQ SPA = 42'-0" (7) EQ SPA = 42'-0" PARTIAL ROOF FRAMING PLAN u i n W FZ i i 1/16 =1-0 �Ty o0 a z PLAN NOTES: (7) EQ SPA = 42'-0" 1. DOORS & WINDOWS ARE SHOWN IN APPROXIMATE LOCATIONS, SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS. 2. SEE SHEET S-001 FOR ABBREVIATIONS & LEGEND (SYMBOLS). 3. SEE SHEET S-300 FOR "TYPICAL ROOF OPENING EDGE" DETAIL AND "TYPICAL ROOF MECHANICAL UNIT SUPPORT" DETAIL. 4. SEE SHEET S-401 FOR METAL DECK SCHEDULE. 5. SEE SHEET S-402 FOR COLUMN SCHEDULE 6. JOIST MANUFACTURER: ROOF JOISTS & JOIST GIRDERS ARE SUBJECT TO A NET UPLIFT DUE TO WIND, SEE S-401 FOR DESIGN UPLIFT. 7. JOIST MANUFACTURER: DESIGN BAR JOISTS & JOIST GIRDERS FOR L/360 LIVE (OR SNOW) LOAD DEFLECTION AT ALL OFFICE/CEILING LOCATIONS. ALL OTHER JOISTS MAY BE DESIGNED FOR L/240 LIVE (OR SNOW) DEFLECTION (UNLESS NOTED OTHERWISE). SEE HATCHED AREAS (S109-S113) FOR OFFICE/CEILING LOCATIONS. 8. JOIST MANUFACTURER SHALL DESIGN JOISTS SEATS FOR THE ASD LATERAL ROLLOVER FORCE ON GRIDLINE A AND L AS FOLLOWS: A. GRIDLINES 1-7: 3.8 KIP (0.6W); 1.6 KIP (0.7EQ) B. GRIDLINES 7-24: 2.5 KIP (0.6W), 1.4 KIP (0.7EQ) 9. BAR JOISTS & JOIST GIRDERS SHALL BE DESIGNED FOR ADDITIONAL LOADS DUE TO ROOF TOP SUPPORTED MECHANICAL UNITS & SPRINKLER MAINS. GENERAL CONTRACTOR SHALL. COORDINATE FINAL SIZE, WEIGHT, & LOCATION OF RTU'S & SPRINKLER MAINS BETWEEN MEP, FIRE PROTECTION, AND JOIST MANUFACTURER PRIOR TO JOIST FABRICATION. 10. SPRINKLER MAINS SHALL BE INSTALLED AT THE SPECIFIC LOCATIONS SHOWN ON THE FIRE PROTECTION DRAWINGS. MAINS SHALL BE LOCATED NO LESS THAN 10" CLEAR FROM A BAR JOIST. SPRINKLERS SHALL NOT VIOLATE 32'-0" CLEAR HEIGHT. 11. JOIST MANUFACTURER: PROVIDE BRIDGING AS REQUIRED BY SJI. ALL BRIDGING SHALL BE LOCATED 1'-T MIN CLEAR FROM SPRINKLER LINES. GENERAL CONTRACTOR SHALL COORDINATE WITH FIRE PROTECTION & JOIST MANUFACTURER. 12. JOIST MANUFACTURER: DESIGN JOIST GIRDERS FOR ADDITIONAL POINT LOADS DUE TO SNOW DRIFTS OR PONDING AS SHOWN ON PLANS. 13. PROVIDE 5" DEEP SEATS AT K-SERIES JOISTS THAT HAVE COMMON BEARING WITH LH-SERIES AND DLH-SERIES JOISTS 14. JOIST GIRDERS SHALL HAVE 7 1/2" DEEP SEATS 15. FABRICATE ALL JOISTS AND JOIST GIRDERS w/ SJI RECOMMENDED CAMBER 16. ROOF FRAMING BETWEEN COLUMN LINES B & K HAS BEEN DESIGNED TO PROHIBIT PONDING INSTABILITY PER ASCE-7 AND AISC, BASED ON ROOF SLOPE LESS THAN 1/4" PER FOOT 17. DECK IS TO BE CONTINUOUSLY SUPPORTED AT EACH END OF DECK SPAN 18. PRECAST MANUFACTURER: DESIGN PANELS AND CONNECTIONS FOR ADDITIONAL POINT LOADS DUE TO SNOW DRIFTS OR PONDING AS SHOWN ON PLANS AND SPECIAL JOIST SCHEDULE. 19, PROVIDE L3x3xl/4's BETWEEN ADJACENT BAR JOISTS AT "BIG ASS FANS", SUPPORT PER MFR'S INSTRUCTIONS. IN ADDITION, INSTALL MIN (1) L3x3xl/4 DIAGONAL BRACE FROM SUPPORTING JOIST BOTTOM CHORD UP TO ADJACENT TOP CHORD FOR LATERAL SUPPORT. SEE ARCH/MECH DRAWINGS FOR FAN LOCATIONS. (7) EQ SPA = 42'-0" (7) EQ SPA = 42'4" ROOF FRAMING PLAN KEYNOTES (7) EQ SPA = 42'-0" K1 JOIST MFR: DESIGN 5" SEATS FOR K-SERIES JOIST THAT SHARE GIRDERS WITH LH JOISTS, OR K-SERIES JOISTS WITH 5" SEATS K2 JOIST MFR: DESIGN BAR JOIST FOR U480 LIVE (OR SNOW) LOAD DEFLECTION, T MAX TOTAL DEFLECTION K3 300# MAX CEILING FAN. COORDINATE LOCATION, SIZE & WEIGHT PRIOR TO JOIST FABRICATION K5 JOIST MFR: DESIGN ALL JOISTS THIS BAY (UNO) FOR A MIN I = 460 INA4 K6 SEE DETAIL 10/S-301 FOR JOIST SLIP DETAIL FOR JOISTS) 1 ON THE SLIP SIDE OF THE EXPANSION JOINT THAT SHARES A PANEL WITH THE WIDE FLANGE BEAM. i (7) EQ SPA = 42'-0" (7) EQ SPA = 42-0" NOTES TO JOIST SUPPLIER: : 35'-10 1/2" FOR BIDDING PURPOSES, ASSUME 12% OF BAR JOISTS WILL REQUIRE AN INCREASE IN TOTAL UNIFORM LOAD OF 30 PLF FOR SUPPORT OF SPRINKLER MAINS. JOIST GIRDERS WILL REQUIRE A CORRESPONDING INCREASE IN JOIST REACTIONS (+1 K AT TYP 50' SPANS & 1.5K AT ANY JOIST GIRDER SUPPORTING JOIST SPANNING > 50'). FINAL JOIST & GIRDER DESIGN IS PENDING FIRE PROTECTION DESIGN. S-109 S-106 S-108 S-107 2727 Paces Ferry Road SE Building Two, Suite 1400 A liar jla, GeOl 99, la 3V339 T 770.432.9400 F 770.432.9934 ``,e►►►►ntttptlllii e I NUMBERI DATE I DESCRIPTION 06/12/19 I30% PRICING SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 I ISSI ir-n FOR (.nNSTPI I(.TInNI 1 02/26/20 CHANGE BULLETIN NO 1 BUILT -TO -SUIT FOR 360 ELLINGTON DISTRIBUTION CENTER 360 ELLENGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL F R 0, P F R T, E E THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. © Macgregor Associates Architects, Inc. - 1987-2019 �' ■ -• • 10/30/19 2019-047 PARTIAL ROOF FRAMING PLAN S=1 08 m m 25 co KEY PLAN NTS W=II ofo l' 0-z COPYRIGHT 0 2019 THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER 'A L 'd Schaefer Project Number: 1940.08 L. L L, 23 22 21 20 - 19 - 18 _ 17 - 16 _ 15 C14 13 60' 0" (7) EQ SPA = 42'-0" (7) EQ SPA = 42'-0" (7) EQ SPA = 42'-0' 7 EQ SPA 42 0 () (7) EQ SPA 42 0 (7) EQ SPA - 42-0 (7) EQ SPA - 42-0 (7) EQ SPA - 42-0 (7) EQ SPA = 42-0 (7) EQ SPA = 42'-0" I (8) EQ SPA = 24'-0" (6) EQ SPA = 36--0" I I 4p I I I I I Z I t�LUL O W S I I I I I I I I l O I I I� Q BOD EL = 35'-101/2" I o- I I ASSOCIATES BOD EL = 3T-1 1/2" BOD EL = 36-101/2" BOD EL = 36'-9" BOD EL = 35'-10 1/2" BOD EL = 36'-9" ` BOD EL = 36'-9" BOD EL = 35'-10 1/2" W` BOD 4 = 35.'-Q." BOD EL = 35'-10 1/2" BOD EL = 36'-9" BOD EL = 35'-101/2" ARCHITECTS 6-30 / A I I /� BOD ELEV = VARIES / z q- - - - - - - _� ____ __ _._ _ _� - ••._:� - _ __. �.�-tea.. ,�.� _�.._ _ _ •_ __._._ _ � _ _ � _.� _ _-._. _ _ I,� 2727 Paces Ferry Road SE i Building Two, Suite 1400 Huanta, Ueorgia 30339 i I T 770.432.9400 F 770.432.9934 SEAL I' ' N `� N a a d a 46LHSP1 a 46LHSP1 46LHSP1 46LHSP1 a 46LHSP1 a 46LHSP1 46LHSP1 ao 46LHSP1 I 46LHSP1 46LHSI 1 +o o a _ to v� cn co cn cn Cl) co v) CO cn cn cn CO cn cn co a \�s n ��i O J J U S= 2 S S = S = 2 S 2 2 2 2 X Cn (n M co iI J J J J J .J J J J J co 'YfJ CO C.O CO CO CO CO CO CO CO CO CO CO CO CO J 'J -r -r N J J !\ S✓ ✓ �i o 0 0 o 0 9 0 o�°���,',s? -30 ............ r` K2 C � - blNIIFI1111+++v\ i 1 K1 - BOD ELEV = 3T 1 1/2" _ _ 6G 14 16.0 56 7N 16 OK 56 7N 16 OK 56 7N 16 OK 56 7N 16 OK 56 7N 16 OK 56 7N 16 OK 56 7N 16 OK 30 56 7N 16 OK 56 7N 16 OK 56 7N 16 OK (D-21 - - _ T� � � � � • ` E 1 K2 � STRUCTURAL 30K (288/180) 30K (288/180) 36K (288/180) 36K (288/180) 30K (288/180) 30K (288/180) 30K (288/180) , I in in o 0 0 0 0 0 ,' M M co co co M M co M a0 tb M M M O O I N Q N N CV Q N co 30K (2881180) � 30K (288/180) O° 30K (288/180)Q ' r- r= r I� ti r; m m m m m m m m Cfl M co M co co co co M co co co co co M M M M M a0 X pp 0 1 I M M M co M co v co N CV N N N N N v N N N oN0 c) i SIG • Y Y Y Y Y `M `co co Y Y Y Y Y Y M C`'J M Y Y Y Y I O O O O co O O co coO O OM co co co O O O M M OM OM O M M I I 5 I 30 i 1 3 Z" -` s � (' -30 -30 � BOD ELEV = 38'-1" OG 13 13.8 70 7N 13 8K 70 7N 13 8K 70 7N 13 8K 70 7N 13 8K 70 7N 13 8K 70 7N 13 8K 70 7N 13 8K 7� 7N 13 iK 70 7N 13 8K 70 7N 13 8K - - - - - - NUMBER DATE DESCRIPTION 30 A S-501 06/12/19 30% PRICING SET 1 I 07/10/19 I50% REVIEW SET 30K (288/180) 30K (288/180) 30K (288/180) 30K (288/180) 30K (288/180) 30K (288/180) 30K (288/180) ( _ 07/24/19 PRICING SET/PROGRESS SET w w � � o 0 0 0 0 08/15/19 85 � 30K (288/180) 30K (288/180) 22 30K (288/180) °' 95% REVIEW SET Q t o 0 0 0 o co co co m m coco co cn Y Y Y Y ' C Y Y Y Y .0 _� - �" ' n00 0/m/79 PERMIT SET °n�nrc•-rnr in-r i M M M M M Ch M ch (O co M M o o o ,, o o 1 02/26/20 CHANGE BULLETIN INO 1 I FVFv 1 K2 i BOD ELEV - 39'-0 112" _ 2G 12 13.8 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72� 7N 1318K 72� 7N 1318K i •.• •- • k 30K (288/180) 30K (288/180) 30K (288/180) 30K (288/180) 30K (288/180) 30K (288/180) 30K (288/180) (€m2�� co o of I m M M M M M - 3nK ORR/1Rn1 env l�RR/1Rn1 ink /�szsz/�Rrn 00 co I BUILT -TO -SUIT FOR rn rn rn rn rn b b eo co 0o p m co m m M I N N N- N N N N N N N N N N N coN N M _M O M co N v N N p o 0 0 0 0 0 0 o p O O O o 0 o Y CD Y Y 1 co M co co M co co co co M M co M �,-� M Cn OM O p M O O i co i K2 i o ' 360 ELLINGTON • �• •••••••• ROOF RIDGE €, �•• ••-• 2G 12 13.8 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K OE „- BODELEV = 40- ......_..._ ._.......................-........-•.•••...-........................-........-........-......................�......-........-......................._........-........-................_.....-........-.........._..... � -.•. ..........- ...-.. ........ ...-... ..._.. ...�...... _....... ...-... .�... ..-.. ......._. ..-... ..�._ ........... ........ ...-... ......... ...-_. ...•...... ...- _.-...� ............. SHEETS 108 0 ..... . ..... _....- ... . .-.... •.... .-..... . -..... . - - - - .�..� - ROAD i i DISTRIBUTION CENTER K2 I cV N N N N O O O O O O O O ` CO 22 60K (288/180) `� 30K (288/180) `� 30K (288/180) 1 360 ELLENGTON ROAD o II p m 0) 0) � 00 co CO °� °� 30K (288/180) 30K (288/180) 30K (288l180) 30K (288/180) 30K (288/180) 30K (288/180) 30K (288/180) x N j SOUTH W INDSOR, � ( N N N N co 00 ONO ONO co co N v N N O M W M II CONNECTICUT 06074 ko O O o 0 0 0 0 0 o O o 0 0 0 0 Y M M co co M co M co co M M co M co M M O O O O O r. 1 x 1 BOD ELEV = 39'-5" 2G 12 13.8 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K 72 7N 13 8K F------- 1 ' Eb- El El El I I I I I I I I I I I • 1 I SCANNELL THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE PARTIAL ROOF FRAMING PLAN ~ I REPRODUCED, PUBLISHED OR USED IN ANY WAY °Ji ill w = WITHOUT THE PERMISSION OF THE DESIGN 1/16" = V-O° ��'> O � PROFESSIONAL. ti ofo a z THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PLAN AND EXISTING CONDITIONS AT THE SITE BEFORE TES: PROCEEDING WITH EACH PHASE OF HIS WORK. 1. DOORS & WINDOWS ARE SHOWN IN APPROXIMATE LOCATIONS, SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS. ROOF FRAMING PLAN KEYNOTES ©Macgregor Associates Architects, Inc. - 1987-2019 2. SEE SHEET S-001 FOR ABBREVIATIONS & LEGEND (SYMBOLS). 3. SEE SHEET S-300 FOR "TYPICAL ROOF OPENING EDGE" DETAIL AND "TYPICAL ROOF MECHANICAL UNIT SUPPORT" DETAIL. K1 JOIST MFR: DESIGN 5" SEATS FOR K-SERIES JOIST THAT BACKGROUND - • 4. SEE SHEET S-401 FOR METAL DECK SCHEDULE. SHARE GIRDERS WITH LH JOISTS, OR K-SERIES JOISTS = 5. SEE SHEET S-402 FOR COLUMN SCHEDULE WITH 5" SEATS ARCHITECTURAL: BACKGROUND PLANS / 01/14/20 T ( ) ) ( - - - --- --- - - w 6. JOIST MANUFACTURER: ROOF JOISTS & JOIST GIRDERS ARE SUBJECT TO A NET UPLIFT DUE TO WIND, SEE S-401 FOR DESIGN UPLIFT. K2 JOIST MFR: DESIGN BAR JOIST FOR L/480 LIVE OR CIVIL: CIVIL PLAN / 07/26/19 7. JOIST MANUFACTURER: DESIGN BAR JOISTS & JOIS GIRDERS FOR L/360 LIVE OR SNOW LOAD DEFLECTION AT ALL OFFICE/CEILING SNOW LOAD DEFLECTION T MAX TOTAL DEFLECTION NOTES TO JOIST SUPPLIER: s LOCATIONS. ALL OTHER JOISTS MAY BE DESIGNED FOR L/240 LIVE (OR SNOW) DEFLECTION (UNLESS NOTED OTHERWISE). SEE K3 300i# MAX CEILING FAN. COORDINATE LOCATION, SIZE & TENANT OP's: OPERATIONAL PLAN REV C / 09/13/19 HATCHED AREAS (S109-S113) FOR OFFICE/CEILING LOCATIONS. WEIGHT PRIOR TO JOIST FABRICATION FOR BIDDING PURPOSES, ASSUME 12% OF BAR JOISTS ! -0I 8. JOIST MANUFACTURER SHALL DESIGN JOISTS SEATS FOR THE ASD LATERAL ROLLOVER FORCE ON GRIDLINE A AND L AS FOLLOWS: K5 JOIST MFR: DESIGN ALL JOISTS THIS BAY (UNO) FORA WILL REQUIRE AN INCREASE IN TOTAL UNIFORM LOAD PROJECT• � A. GRIDLINES 1-7: 3.8 KIP (0.6W), 1.6 KIP (0.7EQ) MIN I.- 460 IN".4.. OF 30 PLF FOR SUPPORT OF SPRINKLER MAINS. JOIST 10/30/19 2019-047 > B. GRIDLINES 7 24: 2.5 KIP (0.6W), 1.4 KIP (0.7EQ) ... ,_. >.•.. •,... ,.... ,w..•,_.,... ,..,...�_..,......� ....,_... _.•,... - 0 9. BAR JOISTS & JOIST GIRDERS SHALL BE DESIGNED FOR ADDITIONAL LOADS DUE TO ROOF TOP SUPPORTED MECHANICAL UNITS & K6 SEE DETAIL 10/S 301 FOR JOIST SLIP DETAIL FOR JOISTS GIRDERS WILL REQUIRE A CORRESPONDING INCREASE C0 SPRINKLER MAINS. GENERAL CONTRACTOR SHALL COORDINATE FINAL SIZE, WEIGHT, & LOCATION OF RTU'S & SPRINKLER MAINS ON THE SLIP SIDE OF THE EXPANSION JOINT THAT 1 IN JOIST REACTIONS (+1 K AT TYP 50' SPANS & 1.5K ATSHEET TITLE BETWEEN MEP, FIRE PROTECTION, AND JOIST MANUFACTURER PRIOR TO JOIST FABRICATION. SHARES A PANEL WITH THE WIDE FLANGE BEAM. z W . ;.... a..;....,.....,.,......,.:... :.. ;.. ,...:.......;..u,...wr ANY JOIST GIRDER SUPPORTING JOIST SPANNING > 10. SPRINKLER MAINS SHALL BE INSTALLED AT THE SPECIFIC LOCATIONS SHOWN ON THE FIRE PROTECTION DRAWINGS. MAINS SHALL BE PARTIAL ROOF '> LOCATED NO LESS THAN 10" CLEAR FROM A BAR JOIST. SPRINKLERS SHALL NOT VIOLATE 32'-0" CLEAR HEIGHT. 50'). FINAL JOIST & GIRDER DESIGN IS PENDING FIRE 11. JOIST MANUFACTURER: PROVIDE BRIDGING AS REQUIRED BY SJI. ALL BRIDGING SHALL BE LOCATED V-3" MIN CLEAR FROM SPRINKLER PROTECTION DESIGN. o LINES. GENERAL CONTRACTOR SHALL COORDINATE WITH FIRE PROTECTION &JOIST MANUFACTURER. _ - FRAMING PLAN 12. JOIST MANUFACTURER: DESIGN JOIST GIRDERS FOR ADDITIONAL POINT LOADS DUE TO SNOW DRIFTS OR PONDING AS SHOWN ON rn PLANS. 0 13. PROVIDE 5" DEEP SEATS AT K-SERIES JOISTS THAT HAVE COMMON BEARING WITH LH-SERIES AND DLH-SERIES JOISTS N 14. JOIST GIRDERS SHALL HAVE 7 1/2" DEEP SEATS 15. FABRICATE ALL JOISTS AND JOIST GIRDERS w/ SJI RECOMMENDED CAMBER 16. ROOF FRAMING BETWEEN COLUMN LINES B & K HAS BEEN DESIGNED TO PROHIBIT PONDING INSTABILITY PER ASCE-7 AND AISC, BASED S-109 S-106 ON ROOF SLOPE LESS THAN 1/4" PER FOOT 17. DECK IS TO BE CONTINUOUSLY SUPPORTED AT EACH END OF DECK SPAN g 18. PRECAST MANUFACTURER: DESIGN PANELS AND CONNECTIONS FOR ADDITIONAL POINT LOADS DUE TO SNOW DRIFTS OR PONDING AS U SHOWN ON PLANS AND SPECIAL JOIST SCHEDULE. 19. PROVIDE L3x3xl/4's BETWEEN ADJACENT BAR JOISTS AT "BIG ASS FANS", SUPPORT PER MFR'S INSTRUCTIONS. IN ADDITION, INSTALL SHEET NUMBER MIN (1) L3x3xl/4 DIAGONAL BRACE FROM SUPPORTING JOIST BOTTOM CHORD UP TO ADJACENT TOP CHORD FOR LATERAL SUPPORT. S-100 S�107 SEE ARCH/MECH DRAWINGS FOR FAN LOCATIONS. S ®® S SM1 09 tp KEY PLAN NTS� ` ICONSTRUCTION I CL COL (BY OTHERS) EQ I EQ 3'-0" SECTION 1 1/2" = 1'-0" S-120 CAP PL 1/2", MIN Fy= 50 KSI METAL DECK, SEE SCHEDULE SOD SEE PLAN MAIN ENTRY CANOPY FOUNDATION PLAN (3) #5 CONT #5 @ 18"oc EOD SEE PLAN 1 /4 4" CFS FRAMING ISOLATION JOINT J 0 WT5X15 PL 1"x5 1/2"x5" (LDV), MIN Fy= 50 KSI 2" CLR, TYP 1 0.7 2'-2 5/8" 22' 0" EOD ,�s 4 4 I co t -12 "' o LU 04 I 16' 0" W2941, 10'-0" " 5 w A.6 .,, w 7 ----- gif 12 20LHSP1 12 N I M n `Hr - - — r+-—:-----}-1 20LHSP1 v _ — _ — — LIJ € M I I I l I EO I I I " 20LHSP1L n - -12 i 20LHSP1 I I r — — — — — - ---F--- — - - - -— 3 --- B L :.J._. 20LHSP1 -12 I COORDINATE 1? FOUNDATION o ;11 1 LOCATIONS W/ o 00 n -12 SHELTER MFR i 20LHSP1 o 6 F__0 ENLARGED SCRUBBER DUMP SMOKER'S SHELTER -12 1 20LHSP1 PLANrc FOUNDATION PLAN D 1/8" =1'-011 S-120 �o� W 1/8" =1'-011 S-120 41o� W I nni i it ne �� rTy� n O v U ILLrTy� d Z I, I ii 2��Tti 0 o d Z., BASE PL & ANCHOR RODS, SEE BASE PL SCHEDULE GROUT THICKNESS, SEE TYPICAL ANCHOR ROD DETAIL 24"x24" CONC PEDESTAL w/ (8) #8 VERT @ 4" TIES @ Toc & (3) #4 TIES IN TOP 5" T/SLAB mk SEE PLAN T/FTG SEE PLAN I 3"CLR (TYP)FTG SIZE & REINF, SEE PLAN & FTG SCHEDULE 3/16 2 L3x3xl/4 CONT SECTION 2 1/2" =1'-0" S-120 I11 I I w w (� DI 0 0 m m MAIN ENTRANCE CANOPY FRAMING PLAN 1/8" =1'-011 PLAN NOTES: O t` �o U �Ty � o EL z 1. DOORS & WINDOWS ARE SHOWN IN APPROXIMATE LOCATIONS, SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS. 2. SEE SHEET S-001 FOR ABBREVIATIONS & LEGEND (SYMBOLS). 3. SEE SHEET S-401 FOR METAL DECK CONNECTION PLAN & SCHEDULE. 4. SEE SHEET S-402 FOR COLUMN SCHEDULE. 5. DECK IS TO BE CONTINUOUSLY SUPPORTED AT EACH END OF DECK SPAN. 6. CANOPY HAS NOT BEEN DESIGNED FOR SOLAR PANEL LOADS. CANOPY HAS BEEN DESIGNED FOR 15 PSF. EOD SEE PLAN I L3x3xl/4 (CONT) EA 3116 2 JOISTI SECTION 3 3/4" =1'-0" S-120 METAL DECK, SEE SCHEDULE BOD SEE PLAN CL CL WALL cGG DI AM WALL EOD SEE PLAN L3x3x114 (CONT) EA 3/16 2 L4x4 METAL DECK, SEE SCHEDULE L4x4xl/4 @ 4'-0"oc, MATCH OUTRIGGER LOCATIONS BOD VARIES L4x4xl/4 @ 4'-0"oc 3/16 !_ STIFFENER PL 3/8' EA SIDE OF WEB =a CFS FRAMING SECTION r4 3/411=1'-011 S-120 ZETE WALL Ic Ic NT T/SLAB SEE PLAN 0 Nk 1/4" PL —< TYP 3/16 BEAM REACTIONS: PD (with coilat) = 2.0 k po PD RELIABLE = 0.4 k Qo PSNOW = 9.9 k PUPLIFT (ULT) = -1.1 k PDOWNWARD(ULT)=1.3 k SHEAR TAB OUT OF PLANE LOADS (AT CENTER OF BEAM): VWIND (ULT) _ ±1.Ok VSEISMIC (ULT) _ ±1.Ok IN PLANE LOADS (AT BOD): NOTE TO PRECASTER: HWIND (ULT) _ ±1.OK PRECASTER TO DESIGN EMBED PL AND WALL FOR HsEISMIc(uLr)=±1,OK ECCENTRICITIES DUE TO LOCATIONS OF WELD. STATE ECCENTRICITY USED ON SHOP DRAWINGS SECTION 5 3/4" =1'-011 S-120 BEAM SCHEDULE NOTE TO PRECASTER: PRECASTER TO DESIGN EMBED PL AND WALL FOR ECCENTRICITIES DUE TO LOCATIONS OF WELD. STATE ECCENTRICITY USED ON SHOP DRAWINGS T/WALL SEE ARCH EMB PLATE BY PRECAST MFR BOD SEE PLAN JOIST REACTIONS: 1/2" GAP PD (with couat) = 0.8 k MAX PD RELIABLE = 0.4 k PSNOW = 9.9 k PuPLIFr(uLr)= 1,0 k L5x5x3/4 x 10" (MIN fy=50 KSI) PDowNwARD(uLT)= 1.3 k BEARING SEAT ANGLE, EA OUT OF PLANE LOADS JOIST (AT JOIST TOP CHORD): VWIND (ULT) = ±1.Ok VSEISMIC (ULT) = ±1.Ok T RETURN IN PLANE LOADS (AT BOD): 1/4 HWIND (ULT) l.OK HSEISMIC (ULT) _ ±1.OK SECTION 6 3/4" =1'-0" S-120 COPYRIGHT ©2019 THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER Schaefer Project Number. 1940.08 PRECAST CONCRETE PANEL L3x3xl/4 CONT EA JOIST 3/16 2 - METAL DECK, SEE SCHEDULE LUL LL LL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Ailanta, Georgia 3u339 T 770.432.9400 F 770.432.9934 06/12/19 130% PRICING SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUED FOR CONSTRUCTION BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLENGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. DATE PROJECT NO 1 t • 1 • 1� SECTION 7 3/4 — 1-0 S-120 SECTION K8 1 /2 -1-0 S-120 Sml 20 .\ 7 -- - - II R" THI('.K (.r)M('.RFTF CI AR r)M 9+ 1 I I -12 GRADE OVER COMPACTED GRANULAR BASE. CONTRACTION JOINTS @ 15'-0"oc (MAX) I I q 20 N T/SLAB EL 0'-0" 1 -12 7 — I -- I — — — —� — 20 I 1 -12 I �— TANK FOUNDATION BY TANK SUPPLIER PUMP HOUSE FOUNDATION PLAN A. I _? T F117 T. M I -011 NOTES: 1. REFERENCE PLAN ELEVATION U-0", SEE CIVIL DRAWINGS 2. DOORS ARE SHOWN IN APPROXIMATE LOCATIONS, SEE ARCH DWGS FOR EXACT LOCATIONS. 3. SEE SHEET S-001 FOR ABBREVIATIONS & LEGEND (SYMBOLS). 4. SLOPE SLAB TO FLOOR DRAINS, COORDINATE WITH ARCH DWGS AND PLUMBING, FOOTING SCHEDULE (CONTINUOUS FOOTINGS) MARK SIZE REINFORCING REMARKS WIDTH (B) THICKNESS (H) 20 2'-0" 2'-8" (2) #6 CONT TOP & BOT 31 3 4' 2'-8" 3 #6 CONT TOP & BOT JOIST EXTENSION AT RFAM r..(1r1R(IINATF w/ PUMP HOUSE SUPPLIER. DO NOT CONNECT TO TANK - W J W 0 0 m 19'-8 7/8" PUMP HOUSE ROOF FRAMING PLAN 1/8" -0[y NOTES: 1. DECK IS TO BE CONTINUOUSLY SUPPORTED AT EACH END OF DECK SPAN. 2. DOORS AND WINDOWS ARE SHOWN IN APPROXIMATE LOCATION, SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. 3. SEE SHEET S-300 FOR "TYPICAL ROOF OPENING EDGE" DETAIL. 4. SEE SHEET S-401 FOR METAL DECK SCHEDULE. 5. JOIST MFR: DESIGN JOIST SHOES FOR OAK ASD (0.6WL OR 0.7EQ) ROLLOVER FORCE. 0 N u n U) 0 w COPYRIGHT ©2019 THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER Schaefer Project Number. 1940.08 0 L3x3xl/4 T/WALL T/WALL SEE ARCH SEE ARCH EA EMB PL T/WALL _ ISOLATION JOINT EA JOIST 3/16 2 SEE PLAN 3/16 2 L3x3xl/4 CONT, ROLLED TO 1 1/2" RETURN EMB PLATE BY L3x3x1/4 CONT RADIUS. COORD RADIUS w/ L3x3x1/4 CONT CONNECTION BY PRECASTER. DESIGN PRECAST MFR @ 48"oc PRECAST TOP &BOTTOM MAX (MIN 2 PER PANEL) METAL DECK, SEE SCHEDULE EMB PLATE BY PRECAST MIN (2) TIES PER PANEL, WITH A 1/4 METAL DECK, SEE SCHEDULE - TANK MANUFACTURER NOMINAL TENSILE STRENGTH NOT PRECAST CONCRETE STEEL TANK METAL DECK, SEE SCHEDULE CONCRETE PANEL BOD c BY OTHERS MFR, SEE NOTE 1 LESS THAN 10k PER TIE. PROVIDE WALL PANEL BEYOND SEE PLAN BOD BOD — EA JOIST 1/2" 3/16 2 BOD _ 1/2" GAP SEE PLAN SEE PLAN SEE PLAN CORROSION PROTECTION PER x "oc i 1 1/2" GROUT PRECASTER. ISOLATION JOINT T/SLAB MAX L� I METAL DECK, SEE PLAN SEE PLAN EXTERIOR SLAB SEE "TYPICAL SLAB ON GRADE AT DOOR EMB PLATE BY SLOPE THRESHOLD" DETAIL THIS SHEET --- BOD- -- Y/SLAB PRECAST MFR PRECAST SEE PLAN T/FTG _ _V1, -.06 SEE PLAN CONCRETE PANEL PRECAST I z_ SEE PLAN PRECAST I CONCRETE PANEL z 1 CONCRETE PANEL co N q T/FTG STEEL BEAM, SHEAR TAB co SEE PLAN M #4 BENT BAR @ 18"oc 18" SEE PLAN �, 28" L5x5x5/8 x 10" NilBEARING SEAT I NOTES: • ANGLE, EA JOIST 1. AT BEAMS THAT BEAR AT PANEL JOINT PROVIDE (2) EMBED PLATES IN M o " @ MIDSPAN, EITHER END OF ADJACENT PANELS w/ L5x5 x V-2" ANGLE CENTERED SEE PLAN FOR FTG SIZE & REINF, SEE GC TO VERIFY ON JOIST BEARING. WELD ALONG VERTICAL LEGS OF ANGLE TO FOOTING SIZE PANEL THICKNESS, PLAN &FTG SCHEDULE NOTE TO GC: FOR BID PURPOSES ASSUME (2) BEARING a - LOCATION w/ EMBED PLATED IN ADDITION TO TOP & BOTTOM WELDS. & REINFORCING EQ EQ SEAT ANGLES AT JOISTS THAT BEAR AT PANEL JOINTS. TANK SUPPLIER SECTION 1 SECTION 2 SECTION 3 SECTION 4 SECTION 5 SECTION r6 1/2" =1'-0" S-121 1/2" = 1'-01, S-121 3/4" =1'-0" S-121 3/4" =1'-0" S-121 3/4" =1'-0" S-121 3/4" =1'-0" S-121 2'-0" VARIES, SEE ARCH 2'-0" 1/8" CONTRACTION JOINT, EARLY -ENTRY DRY -CUT SAW: DEPTH OF 1" 1" CLR CONVENTIONAL SAW: DEPTH OF 1/3 SLAB (TYP) or - THICKNESS SEE ARCH FOR z¢ WALL EDGE OF SLAB N LOCATION w w 6), ISOLATION I 1 I N JOINT, SEE NOTE: SAW JOINTS AS SOON AS ARCH I 1 CUTTING ACTION WILL NOT DISPLACE L_ — — — — — — — — AGGREGATE OR OTHERWISE TEAR, ABRADE OR DAMAGE SURFACE #4 TOP & BOTTOM THICKENED SLAB TO 8" SLAB ON GRADE TYPICAL CONTRACTION JOINT TYPICAL SLAB ON GRADE AT DOOR THRESHOLD 3/4" = 1'-0" 1/2" = 1'-0" LUL LUL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 '1101 F CONNP ''1% PEN 002E674 ?� ,9...l. NUMBER DATE DESCRIPTION 06/12/19 30% PRICING SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUED FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN NO 1 BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLENGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL I" R 01 P E R T i E 5 THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ©Macgregor Associates Architects, Inc. - 1987-2019 BACKGROUND REVISIONS: ARCHITECTURAL: BACKGROUND PLANS / 01/14/20 CIVIL: CIVIL PLAN / 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C / 09/13/19 PROJECT NO 10/30/19 2019-047 SHEET TITLE PUMPHOUSE PLANS AND DETAILS SHEET NUMBER S=121 PR3 PR2 PR1 R0. R0. 3'-4" Ilk 4'-2" 3'-3 3/8" 2 5/8" I I I I II I I I I C9X13.4 I Q� yQ0 I 1 I CUM I I -12 T/STL EL1'-11" I I 1"x3/16" GALVANIZED BAR GRA(fING, TYP rn I I I Cn C8X11.5 ��1 I N T/STL EL1' 11" C10X15.3 CV XW 'mot N (2 J Xw Xw Ln tC- J �W X III 2 - N U ~ I U 1—' 0 � cXo IJ— UI � Cn C10X15.3 -12 co _- I -- I C8X11.5 I I T/STL EL1'-11" I I N _ N L0 C9X13.4 T/STL EL2'-8" I I C8X11.5 T/STL EL1'-11" PLATFORM FRAMING PLAN 1 /4" = 1 1-0" T/STEEL DRB. SEE PLAN PRC T/STEEL SEE PLAN BRG PL3/4"x9"x0 w/ (4) 3/4" EXP BOLTS (6" EMB) (TYP) PR3 PR2 PR1 I I I SECTION 1 3/4" =1'-0" S-122 1" x 3/16" GALVANIZED BAR GRATING TREAD L4x4xl/4 w/ (2) 3/4" EXP BOLTS (6" EMB) \ ik T/SLAB SEE PLAN 3'-3 3/8" 2'-9" / 1 1/4" STD PIPE I / STRINGER, SEE PLAN ............ �. � ; 3/16 3-6 I 3/16 L2x2xl/4 (TYf�) II I SECTION 2 3/4" =1'-011 S-122 COPYRIGHT ©2019 THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER Schaefer Project Number: 1940.08 T/STEEL SEE PLAN LUL Amw 6- 61 &W LUL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLENGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL P R 0 P E R T i E 5 THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. DATE PROJECT NO 1 i • 1 • 1� PROPANE PLATFORM PLAN �S-122� F LL w a 3 0 `m „ a) 2i 9 tz m zs m co PROVIDE 1/8" EDGER AT SLAB CAST SECOND. RECUT (1/8" SOFF CUT) & FILL WITH JOINT FILLER PER SPECIFICATIONS STOP SLAB REINFORCING 2" SHORT EA SIDE OF CONSTRUCTION JOINT REINFORCING IN SLAB, SEE PLAN FOR z EXTENTS o' U d w TYPICAL SLAB JOINT PLAN DETAIL AT DOCK WALL A 1/4" = 1'-0" S-200 1-6 DIAMOND SHAPED PLATE DOWEL @ 24"oc #3 x 3'-0" DOWELS @ (ALTERNATE w/ #3 DOWELS), SEE 24"oc (ALTERNATE w/ SPECIFICATIONS DIAMOND SHAPE POCKET BY DIAMOND PLATE MFR, SHALL DOWELS). PLACE @ MID ALLOW FOR MOVEMENT PARALLEL & HEIGHT OF SLAB PERPENDICULAR TO JOINT TYPICAL REINFORCED SLAB ON GRADE CONSTRUCTION JOINT 3/4" = 1'-0" CENTERLINE STAIR STRINGER & STAIR STRINGER THICKENED SLAB & CONNECTION TO SLAB BY OTHERS NOTE: SEE ARCHITECTURAL DRAWINGS FOR STAIR 1 STRINGER LOCATIONS 0 2 8" 8" _J J Cy')(2) #5 TYPICAL THICKENED SLAB BELOW STAIR STRINGER 1/2" = 1'-0" BENT TOP BARS, SIZE & NUMBER TO MATCH CONT FOOTING TOP REINF, WHERE OCCURS — PANEL JOINT WALL PANELS Y Ls 2" MIN, — -` — FOOTING TOP BARS, z GROUT SOLID WHERE OCCURS 2" CLR w c�'A C 1/16"x1 1/2" SAWCUT, SAWCUT JOINT w/ HIGH SPEED BLADE AS SOON AS POSSIBLE AFTER SLAB FINISHING WITHOUT z DISLODGING AGGREGATE, VERIFY SAWCUT DEPTH w/ SAW W MFR W TYPICAL SLAB ON GRADE SOFF-CUT CONTROL JOINT 3/4" = 1'-0" #4 @ 24"oc TRANSVERSE (TYP) V-6" #4 @ 4"oc (TYP) V-6" PRE -SLOPED TRENCH DRAIN 3/8"x41/2" PNA DIAMOND DOWELS @ 24"oc ALTERNATING w/ #3x3'-0" BAR CENTERED IN SLAB (TYP) CONCRETE SLAB #4 @ 24"oc #4 @ 6"oc TRENCH DRAIN DETAIL JOINT BETWEEN PANELS & FOOTING, GROUT SOLID, TYP T/FAG SEE PLAN T/FTG SEE PLAN - — — — — — �a FOOTING BOTTOM BARS, TYP SLOPE IF REQUIRED BY SOIL _J Ls CONDITION, TYP 2" CLR SEE PLAN FOR M v �[N) BENT BOTTOM BARS, SIZE & FOOTING SIZE & REINF NUMBER TO MATCH CONT FOOTING BOTOM TYPICAL STEP IN FOOTING DETAIL REINFORICNG 3/4" 2'-0" VARIES, SEE ARCH 1" CLR (TYP) WALL 2'-0" SEE ARCH FOR EDGE OF SLAB LOCATION CONTINUE CONTRACTION JOINT TO DOCK WALL WHEN "X" > 24" (4) #4x3'-0" @ 2"oc, 1" CLR TO TOP OF SLAB, REQUIRED AT TERMINATION OF JOINT WHERE DOCK PIT CENTER -TO -CENTER SPACING IS GREATER THAN 12'-6" ISOLATIO I I o N JOINT, SEE ARCH 1 L— — — — — — — — — _ I #4 TOP & BOTTOM THICKENED SLAB TO 8" DOCK PIT EDGE ANGLE (TYP) 1/4" GAP BETWEEN ANGLES, DO NOT WELD COLUMN BASE PLATE (BELOW) COLUMN, SEE SCHEDULE (WIDE FLANGE OR HSS) CONTRACTION JOINT ' COPE VERT LEG OF ANGLE AT BACK OF PIT, FROM PIT I CORNER TO END OF ANGLE CONTRACTIO N JOINT DETAIL B 1/2" =1'-0" S-200 1/2" ISOLATION JOINT AROUND COLUMN AND OVER BASE PLATE AND ANCHOR BOLTS SLAB ON GRADE CONTRACTION JOINT (TYP) TYPICAL COLUMN ISOLATION JOINT DETAIL FOOTING OR WALL REINFORCING (TYP) BENT CORNER BARS, MATCH HORIZ REINF FOR SIZE & SPACING REQUIRED LAP (TYP) NOTE: VERTICAL BARS NOT SHOWN TYPICAL CORNER DETAIL TYPICAL SLAB ON GRADE AT DOOR THRESHOLD 1/2" =1'-0" 1/2" = 1'-0" FOOTING OR WALL REINFORCING o_ J DOWEL BAR, LU 5 MATCH LIJ HORIZ REINF SIZE & SPACING (TYP) NOTES: VERTICAL BARS NOT SHOWN. TYPICAL INTERSECTION DETAIL 3/4" = 1'-0" CONCRETE CONTINUOUS WALL FOOTING WALL PANEL V-6" NOTCH IN FTG SEE PLAN FOR LOCATIONS TYPICAL NOTCHED FOOTING AT ROOF WATER LEADER, ELECTRICAL SERVICE CONDUIT OR FIRE LINE RISER 11 w 12 � #3 x 3'-0" DOWELS @ 24"oc (ALTERNATE w/ DIAMOND SHAPE DOWELS). PLACE @ MID HEIGHT OF SLAB I 2'-0" SECTION c 3/4" =1'-0" S-200 0 #5 DOWEL BAR x 2'-6", THREADED AT (1) END SEE BEYOND REBAR INSERT BY ARCH CONTROL JOINT PRECASTER BEYOND -t-_�! PIPE SLEEVE BY OTHERS 6" - PIPE BY OTHERS PRECAST PANEL MIN 1" GROUT i CONNECTION BY PRECASTER. I PROVIDE CORROSION PROTECTION SLOPE PER PRECASTER BEYOND NOTCHED FOOTING, SEE TYPICAL DETAIL T/FTG OIL • z SEE PLAN o U z SEE PLAN FOR PIPE SLEEVE BY OTHERS FOOTING SIZE PANEL THICKNESS & REINFORCING EQ EQ STOP SLAB REINFORCING 2" SHORT EA SIDE OF CONSTRUCTION JOINT REINFORCING IN SLAB, SEE PLAN FOR EXTENTS zz J W w CP POCKET BY DIAMOND PLATE MFR, SHALL ALLOW FOR MOVEMENT PARALLEL & PERPENDICULAR TO JOINT DIAMOND SHAPED PLATE DOWEL @ 24"oc (ALTERNATE w/ #3 DOWELS), SEE SPECIFICATIONS NOTES: 1. SEE SECTION 4/S-201 FOR PRECAST WALL PANEL NOTES REGARDING BOTTOM SUPPORT & LATERAL SOIL PRESSURE 2. REFER TO GEOTECHNICAL REPORT FOR DOCK WALL POUR STRIP BACKFILL REQUIREMENTS -COPYRIGHT @) 2019 THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER Schaefer Project Number: 1940.08 LUL Lt tL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 ```aa�unnm►�,�� DATE I DESCRIPTION 06/12/19 30% PRICING SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUED FOR CONSTRUCTION BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLENGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 ANNELL £x 0 P THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE P. ERMISSION OF THE DESIGN PROFESSIONAL THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. 10/30/19 1'2019-047 I"YPICAL =OUNDATION DETAILS S=200 1/2" =1'-0" 3/4" = 1'-0" TYPICAL FOUNDATION DETAIL AT RISER LINE 1/2" = 1'-0" STEEL SLEEVE PL 3/8", HOLD T/SLEEVE PL DOWN 1/4" BELOW T/SLAB, DISTANCE BETWEEN INSIDE FACES OF SLEEVE PL's = COLUMN DIMENSION + 1/8" ISOLATION JOINT AROUND COLUMN BASE PL & ANCHOR RODS, SEE BASE PL SCHEDULE — NOTE: ANCHOR BOLT PROJECTION SHOULD NOT EXTEND INTO SLAB. IF BOLT PROJECT WILL EXTEND INTO SLAB, CONTRACTOR TO DROP FOUNDATION ACCORDINGLY (4) SIDES OF 3/16 6 COLUMN (1) COAT BITUMINOUS MASTIC COATING (10 MIL MIN), COVERALL EXPOSED STEEL BELOW SLAB GROUT THICKNESS, SEE TYPICAL ANCHOR ROD DETAIL ON S-401 T/SLAB SEE PLAN T/FTG OIL SEE PLAN I � EQ EQ SEE PLAN FOR FOOTING SIZE & REINFORCING NOTES: 1. BOTTOM OF COLUMN MUST FULLY BEAR AGAINST BASE PLATE. 2. BASE PLATE AND COLUMN SLEEVE MUST BE PLUMBED PRIOR TO PLACING SLAB ON GRADE AND ERECTING COLUMN. 3. AT CONTRACTOR'S OPTION, BITUMINOUS COATING BELOW SLAB MAY BE SUBSTITUTED WITH EITHER FINISH DESCRIBED BELOW FOR SLEEVE PLATE & BASE PLATE: a. HOT DIPPED GALVANIZED WITH MIN DRY FILM THICKNESS OF 4 MILS. b. CLEANED PER SSPC-SP6, PRIMED WITH ZINC RICH PRIMOR (DRY FILM T HICKNESS 2.5 I O 3.5 MILS), & FINISH PAINTED WITH 2 COATS ALIPHATIC POLYURETHANE PORTER PORTERTHANE 9000 SERIES (OR EQUAL). SECTION 1 1/2" =1'-0" S-201 PRECAST CONCRETE 0 PANELBEYOND #4 EPDXY DOWEL @ 18"0c 24" i 12" F— Nit, L3x3xl/4 w/ 1/2"o x 6" LONG HEADED STUDS @ 12"oc (GALV) U 22 E Ldb o Qo 8" PRECAST CONCRETE PANEL CONNECTION BY PRECASTER. PROVIDE CORROSION SLOPE ;f PROTECTION PER PRECASTER. 1 1/2" GROUT T/FTG z SEE PLAN co U I ;• M -- U M L3x3xl/4 w/ 1/2"o x 6" LONG HEADED STUDS @ 12"Oc #5 BAR AROUND PIT (BAR MUST NOT CROSS SAWCUT JOINT) OPTIONAL CONSTRUCTION JOINT T/SLAB SEE PLAN FORM ALL (3) EDGES AROUND DOCK PIT VERTICAL #4 BENT BARS @ 12"oc (2) #5 BARS #5 BARS @ 12"oc EA WAY NOTES: 1. COORDINATE DOCK LEVELER PIT LOCATION, DIMENSIONS &INSERTS w/ ARCH &DOCK LEVELER MFR 2. SEE SECTION 4/S-201 FOR PRECAST WALL PANEL NOTES REGARDING BOTTOM SUPPORT & LATERAL SOIL PRESSURE 3. REFER TO GEOTECHNICAL REPORT FOR DOCK WALL POUR STRIP BACKFILL REQUIREMENTS SEE PLAN FOR FOOTINGS ZE "NOTE TO PRECASTER: & REINFORCING PRECAST PANELS SHALL BE SOLID CONCRETE WHERE DOCK EQ EQ BUMPERS MAY ATTACH AT ANY POINT IN THE FUTURE PANEL THICKNESS—' SECTION 5 1 /211 = 1'-011 S-201 TA EL J U OL T/FTG N SEE PLAN 0 U M SECTION 1/2" = 1'-0" S-201 O PRECAST CONCRETE PANEL 1 1/2" GROUT z � • � U C0 CV M ISOLATION JOINT CONNECTION BY PRECASTER. DESIGN MIN (2) TIES PER PANEL, WITH A NOMINAL TENSILE STRENGTH NOT LESS THAN 10k PER TIE. PROVIDE / rnRROSIQN PRnTFr.Tnm PFR PRECASTER. T/SLAB SEE PLAN T/FTG • SEE PLAN SEE PLAN FOR / FOOTING SIZE �// PANELTHICKNESS & REINFORCING EQ EQ SECTION /2� 1/2" =1'-0" S-201 1/2" LIP + SLOPE DOWN ADDITIONAL 1/4" ARMOR JOINT, PRECAST PANEL SEE SPECS i nGvnron I / UL 1 VIYV 24° /{ L3x3x1/4 w/ 1/2"ox6" HEADED #4 EPDXY STUDS @ 12"oc (GALV), 12° DOWEL @ 18"oc TYPICAL ON (3) SIDES SLOPE 4 T/SLAB — -- SEE PLAN #4 x3'-0" @ 18"oc w EQ EQ PRECAST R�0 l 11Al Alr TIl1 1 �.. CONCRETE PANEL 11 UUNINCI, I IVIN DT PRECASTER, PROVIDE CORROSION PROTECTION PER PRECASTER 1 1/2" GROUT T/FTG v I I • SEE PLAN 4 SEE PLAN FOR FOOTING SIZE & REINFORCING EQ EQ PANELTHICKNESS SECTION 6 1 /211 = 1'-011 S-201 PRECAST CONCRETE PANEL 1 1/2" GROUT z � Elf Cy NOTES: 1. SEE SECTION 4/S-201 FOR PRECAST WALL PANEL NOTES REGARDING BOTTOM SUPPORT & LATERAL SOIL PRESSURE 2. REFER TO GEOTECHNICAL REPORT FOR DOCK WALL POUR STRIP BACKFILL REQUIREMENTS. T/FTG SEE PLAN SEE PLAN FOR FOOTING SIZE & REINFORCING ]PAKIPI THIr.KNFGS EQ EQ SECTION 10 1 /211=1'-0" S-201 SLOPE z #43'4' @ 18"oc M Q M SECTION K3 1 /2" =1'-0" S-201 24" #4 EPDXY 12" DOWEL @ 18"oc PRECAST CONCRETE PANEL — SLOPE CAST -IN -PLACE SLAB ON GRADE PRECAST SLAB BY OTHERS 0 kVIVCRE 1 E WALL PAIVEL Bt Y VIVU ISOLATION JOINT, COORDINATE LOCATION w/ ARCH DRAWINGS SEE "TYPICAL SLAB ON GRADE AT DOOR THRESHOLD" DETAIL ON SHEET S-200 T/SLAB SEE PLAN 1 4 T/FTG SEE PLAN 18 #4 BENT BAR @ 18"oc 1 32" FTG SIZE & REINF, SEE PLAN & FTG SCHEDULE SLAB REINF, SEE PLAN PRECAST CONCRETE PANELBEYOND T/SLAB SEE PLAN REBAR INSERT B Y t RtUAS I ER PRECAST CONCRETE PANEL SEE PLAN FOR FOOTING SIZE & REINFORCING SLOPE COPYRIGHT ©2019 THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER Schaefer Project Number. 1940.08 I _ 1 #5 DOWEL BAR x 2'-6", I HKEADEU A 1 (1) tNU AT CONSTRUCTION JOINTS, SEE TYP DETAIL ON SHEET S-200 T/SLAB SEE PLAN CONNECTION BY PRECASTER. PROVIDE �o CORROSION PROTECTION PER PRECASTER. 1 1/2" GROUT =s ii ..... 3 M T/FTG 390 PSF • SEE PLAN HOR!ZONTAL LATERAL SOIL PRESSURE FOR WALL PANEL DESIGN NOTE: REFER TO GEOTECHNICAL REPORT FOR DOCK WALL POUR STRIP I I BACKFILL REQUIREMENTS EQ � . �EQ I _ PANEL THICKNESS SECTION 4 1/2" =1--0" S-201 Al — -m w EQ EQ 01 i— CONNECTION BY PRECASTER. Yi PROVIDE CORROSION PROTECTION PER PRECASTER.•• 1� CAST -IN -PLACE 1 1/2" GROUT i SLAB ON GRADE PRECAST SLAB t' BY OTHERS — ( T/FTG • + SEE PLAN Jam, • SEE PLAN FOR EQ EQ FOOTING SIZE & REINFORCING PANELTHICKNESS SECTION 7 1 /211 = 1'-011 S-201 CONCRETE WALL PANEL BEYOND ISOLATION JOINT, COORDINATE LOCATION w/ ARCH DRAWINGS — z #43'4' @ 18"oc Cfl M NOTES: 1. SEE SECTION 4/S-201 FOR PRECAST WALL PANEL NOTES REGARDING BOTTOM RI IPPORT R I ATFRAI Cnil PRFCSI IRF 2. REFER TO GEOTECHNICAL REPORT FOR DOCK WALL POUR STRIP BACKFILL REQUIREMENTS "NOTE TO PRECASTER: PRECAST PANELS SHALL BE SOLID CONCRETE WHERE DOCK BUMPERS MAY ATTACH AT ANY POINT IN THE FUTURE • SECTION 11 1/2" = 1'-0" S-201 SEE "TYPICAL SLAB ON GRADE AT DOOR THRESHOLD" DETAIL ON SHEET S-200 #3 @ 16"oc /r PRECAST SLAB BY; I OTHERS S T/SLAB E PLAN T/FT(- J. SEE PLAN #4 BENT BAR @ 18"oc 18 32" F FTG SIZE & REINF, SEE PLAN & FTG SCHEDULE (]I IADnOAn eCe ADt-U `� VU/'I\VI V11 L, VLL 11n V11 L6x6x5/16 w/ 1/2"o x 8" LONG r #5 BENT BAR @ 18"oc HEADED STUDS @ 12"oc � I24 "NOTE TO PRECASTER: 1. PRECAST PANELS SHALL BE SOLID CONCRETE WHERE DOCK BUMPERS MAY ATTACH AT ANY POINT IN THE FUTURE 2. DESIGN PRECAST WALL PANEL FOR THE FOLLOWING BOTTOM SUPPORT CONDITIONS: A. FINAL IN-SERVICE CONDITION: HORIZ SUPPORT @ SLAB ON GRADE & AT FOOTING. B. SHORT TERM FULL BACKFILL + WET SLAB ON GRADE: HORIZ SUPPORT @ FOOTING ONLY. 3. PRECASTER TO DESIGN PANELS FOR PULLOUT FORCE AT DOCK RESTRAINTS AS INDICATED ON PRECAST LOAD SCHEDULE ON S-401. TYP AT DOCK WALLS & FUTURE DOCK WALLS. m #5 HORIZ BARS @ 14"oc 4r \/CDT nADC /l 4R11nn TrJ VLI\I Ulll\V lW IV Vli 4" WEEP HOLE @ 10"oC Y 2" CLR • V° •IZ(5) #5 HORIZ TOP, (2) # HORIZ BOT #5 BARS @ 12"OC T/FTG M C SEE PLAN 'IT U J U — Cl, 1'4' 8" 3'4' 64" SECTION $ 1/2" = 1'4" S-201 SEE ARCH FOR HANDRAIL, TYP 4" I HICK SLAB ON GRADE T/WALL EL VARIES ; #4 @ 12"oc • 2"CLR • 2CLR 90 Cr -J 0 #4 @ 9"oc N T/FTG � SEE PLAN o c> _ • (6) #4 CONT m 1'-0" 8" 2'4" 2'4" 8" l' 0" SECTION 12 1/2" =1'-0" S-201 LUL fir&W Lt tL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 +1�p1U111turprrrj�i cmms z CO Ica 9j�. GJ, _= b '•0 L: bi �Q4 PEN 0� ��CElS��'r �4�� NA1.��C ���rur»tutu 0 W v j • NUMBER DATE DESCRIPTION 06/12/19 30% PRICING SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUED FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN NO 1 BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLENGTON ROAD SOU 1 ri vv w4uO OR, CONNECTICUT 06074 5 C A tN'E L L F R 0 P E R T I E 5 THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BF REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ©Macgregor Associates Architects, Inc. - 1987-2019 ARCHITECTURAL: BACKGROUND PLANS / 01/14/20 CIVIL: CIVIL PLAN / 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C / 09/13/19 710/3!0/l9 2019-047 3 FOUNDATION SECTIONS S=201 CAP PLATE 3/4" w/ (4) T METAL DECK, SEE SCHEDULE 1MI1. CAC('TlnhI Mnl C LI C I Uv BOLTS I \ 1 / O 1. 1 J O NO WELD (TYP) STABILIZER PLATE, MIN STABILIZER PLATE 3/4", 6"x6"xl/2" w/ 13/16"o SEE SECTION 2/S-301 HOLE FOR GUYING CABLE ATTACHMENT SECTION 1 3/411=11-011 S-301 T/WALL SEE PLAN EMB PLATE BY PRECAST MFR, SEE NOTE 1 —� BOD SEE PLAN PRECAST CONCRETE PANEL BON SEE PLAN � L4x4xl/2 CONT, BREAK AT ROOF STRUCTURE EJ / CA OCANA 3/16 �2\L~ UL~� METAL DECK, SEE SCHEDULE C IE4P TAR NOTES: 1. AT BEAMS THAT BEAR AT PANEL JOINT PROVIDE (2) EMBED PLATES IN EITHER END OF ADJACENT PANELS w/ L5x5 x 2'-4" ANGLE CENTERED ON BEAM BEARING. WELD ALONG VERTICAL LEGS OF ANGLE TO EMBED PLATED IN ADDITION TO TOP & BOTTOM WELDS. SECTION K7 3/41' = 1'-01' S-301 DECK, SEE SCHEDULE L 3/4" w/ (404"o PION BOLTS BOD i, SEE PLAN IELD (TYP) ILIZER PL, MIN 6"x6"04" w/ 13/16"o HOLE FOR GUYING CABLE ATTACHMENT SECTION 2 3/4"=1'-01' S-301 SECTION K3 3/411=11-01' S-301 EXPANSION FIXED SIDE SIDE L7x4 CONT, SEE RELATED SECTIONS EA END OF PL 9/16"x8", 50 KSI YIELD STRENGTH, 3" 6" 5/16 18 SPLICE PLATE CENTER ON ANGLE. GC TO COORDINATE SPLICE LOCATIONS (2) 3/4" o BOLTS CENTERED IN 7" LONG InTII InISO THAT THEY QlllhMIDWAY "I NJOIST (IPFFP SEAT, AND TIGHTEN & FOUL THREADS BETWEEN OUTRIGGER LOCATIONS. JOIST GIRDER (GREASED ROOF DECK WIDE FLANGE BEAM &TIE PUS BRG ON EXPANSION SIDE) NOT SHOWN FOR CLARITY BON lk SEE PLAN 5/16 STIFF PL1/2"xl'-1 "x1'-3" NOTCHED PL5/8' 81, 4" (MIN) 3" M (w + J_ U �I CAP PL1" w/ t li r (4) BOLTS Of z 0 W 5/16 o SECTION s 3/411=11-011 S-301 s 5116 V NO WELD (TYP) 3/4" STABILIZER PL w/ 13/16"o HOLE FOR GUYING CABLE ATTACHMENT T/WALL SEE ARCH 2 JOIST _ 'SAND BRIDGING 3" RETURN TOP & TO PANELS) BOTTOM 5/16 BOD SEE PLAN BOD SEE PLAN L./V 1 1 VIYI VI IVI \U UI VIVL PER JOIST MANUFACTURER EXPANSION 5/16 5 - L4x4xl/2 (fy=50 KSI) CONT, BREAK AT ROOF STRUCTURE EJ 3/16 7 2 EA JOIST METAL DECK, SEE SCHEDULE 1/2" GAP MAX EMB PLATE BY PRECAST MFR PRECAST CONCRETE PANPI _/ f EL NOTE: A MAXIMUM 1.5 KIP ADDITIONAL DEAD LOAD ALLOWANCE HAS BEEN FOR SPANS 60' OR LESS, L5x5x7/8"x10" BEARING MADE FOR RTUS OR SEAT ANGLE, EA JOIST. MIN FY= 50KSI SPRINKLER MAINS. FOR SPANS 92' OR LESS, L5x5x7/8"x10" BEARING SEAT ANGLE, EA JOIST. MIN FY= 50KSI NOTE TO GC: FOR BID PURPOSES ASSUME (2) BEARING SEAT ANGLES AT JOISTS THAT BEAR AT PANEL JOINTS. FIXED SIDE SECTION 4 3/411 =1'-011 S-301 L3x3xl/4 @ EVERY OUTRIGGER L7x4x3/4, FULL PEN I ` � \ WELD ALL SPLICES 49BvTE1°o A0LA 31/2" OUTRIGGER, HAND TIGHTEN AND FOUL THREADS 2" 31/2" 1 1/8"x7" LONG FULL DEPTH STIFFENER SLOTTED HOLE \ � IN OUTRIGGER L7x4x3/8 (LLV) @ 5'-0"oc (1st OUTRIGGER OCCURS 2'-6" FROM COLUMN) BRIDGING BY .IQIST CI IPPI IFP SECTION 9 3/411= 1'-01' S-301 1A PL 3/16 v 12 BAD OIL SEE PLAN TYP mk T/WALL SEE ARCH 3/16 2 EMB PLATE BY L3x3xl/2 (fy=50 KSI) CONT PRECAST MFR @ 48"oc MAX (MIN 2 PER PANEL) METAL DECK, SEE SCHEDULE BOD BOD SEE PLAN SEE PLAN PRECAST CONCRETE PANEL SECTION 5 3/4" = 11-011 S-301 glk T/WALL SEE PLAN EMB PLATE BY PRECAST MFR, SEE NOTE 1 OL JOIST BRG SEE PLAN PRECAST CONCRETE PANEL EA EMB PL T/WALL 4FF ARr..H JOIST GIRDER POCKET, i/\Vi VERIFY WIDTH vv/ JOIST GIRDER MFR — BOD r SEE (PLAN BRG PL, BY PRECAST MFR PRECAST CONCRETE PANEL COPYRIGHT ©2019 THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER Schaefer Project Number: 1940.08 CONT PERIMETER ANGLE NOTCH AROUND JOIST GIRDER (IF REQUIRED). IF NOTCHED, PROVIDE REI"JFORCING PER TYPICAL ROOF DECK PERIMETER ANGLE SPLICE DETAIL ON S300 METAL DECK, SEE SCHEDULE EMB PL, BY JOIST GIRDER PRECAST MFR NO WELD PL 3/4"x0'-6"x0'-6" SECTION r6 3/4" =1'-0" S-301 BRG PL 1"x5 "xl'-4" w/ (2) 21/2" LONG SLOTTED HOLES (PARALLEL TO WALL) w/ 101/2" GAGE PLUS MATCHING TEFLON COATED 10 GA BEARING PL, TACK TO TOP TO BRG PLATE (2) 3/4"o THRU-BOLTS METAL DECK, SEE SCHEDULE L5x5x5/8 x V-4" BEARING SEAT ANGLE w/ (2) 13/16"o HOLES w/ MATCHING TEFLON COATED 10GA PL, TACK TO HORIZONTAL LEG OF ANGLE NOTES: 1. AT JOISTS THAT BEAR AT PANEL JOINT PROVIDE (2) EMBED PLATES IN EITHER END OF ADJACENT PANELS w/ L5x5 x V-2" ANGLE CENTERED ON JOIST BEARING. WELD ALONG VERTICAL LEGS OF ANGLE TO EMBED PLATED IN ADDITION TO TOP & BOTTOM WELDS. 2. THICKNESS OF (2) TEFLON COATED 10GA PLS = 7/16"±. TEFLON COATED PLATES SHALL BE PROVIDED BY STEEL FABRICATOR. STEEL FABRICATOR & JOIST SUPPLIER SHALL COORDINATE ALL DIMENSIONS ASSOCIATED WITH TEFLON PLATES. .«...,��..�...w:-»e...�-tee,.-t..... �...w...-�..�„»�..«e,.��....«:...a...v..�.s...�:..WZ..�..,a:.....�.....3...�...�. SECTION 10 3/411=11-011 S-301 LUL 6, lrd6w LUL MACGREGOR. ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 A+Ion+n 0no0n 1-I.LICUILCE, IaCU1y1Ct. JVJJ.7 T 770.432.9400 F 770.432.9934 ```�Ngnl lr►rUr��i C0NAf,8L' --qq PEN 0026874 •' 4 two ��-e,,,rlrrl�►,�„ I � s t "7 706/17 DESCRIPTION 30% PRICING SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUED FOR CONSTRUCTION BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLENGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 CAN E L L E R T I E THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANYWAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ©Macgregor Associates Architects, Inc. - 1987-2019 :� '• 1 • ARCHITECTURAL: BACKGROUND PLANS / 01/14/20 CIVIL: CIVIL PLAN / 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C / 09/13/19 • 1 TO/30/1• 10/30/19 2019-047 r ROOF FRAMING SECTIONS S=301 3 I FIRE PUMP HOUSE PLAN - H.V.A.C. 1 /811 = 1'- 0" 6" 0 O.A. UP TO --­� ROOF CAP W/SCREEN 4"0'',EXHAUST UP TO — ROOF CAP W/SCREEN COORDINATE/CONFIRM LOCATION AND MTG. I — W/ARCHITECTURAL & PROTECTION ! \ \ 1 \ I � i DFCOORDINATE/CONFIRM LOCATION AND MTG. HEIGHT W/ARCHITECTURAL & FIRE PROTECTION CONTROLLED BY WALL THERMOSTAT TO ACTIVATE FAN UPON RISE IN SPACE TEMPERATURE ABOVE SET POINT & SHALL ALSO BE INTERLOCKED WITH FIRE PUMP CONTROLLER TO OPERATE WHENEVER FIRE PUMP ENGINE IS RUNNING. WC?1ttIlEl�l, _ EWH - 1-64 F1R(1P, 911Yiln-t=XNA1 ICT Ill {('T AT, I WAC( —POW _T 12" +/—L ABOVE, CEILI I E' — ;.: f_ 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 I n go@ r11 rI Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 3OD93-2997 p.770.447.5547. f.770.448.0262 Project Number. 1910150 Drawn By:MLW Checked By:DHS DATE I DESCRIPTION 06/10/19 30% REVIEW SET 07/10/19 1 50% REVIEW SET 07/24/19 PRICING SET / PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUED FOR CONSTRUCTION `/14X12 iPROJECT INFORMATION I - BUILT -TO -SUIT FOR 150 _ 150 0�/ - $ :yip /��+r.`W f • -1 L i } 111 -:- � I _1 TRUCKER'S CAGE B101 &1 X12 A2 - I LM - ROUTE CONDENSAT DRAIN TO TAILPIECE AIR— AP FITTING @ LAVATO — COOR. W/PLUMBI I i) �F 4, _f :I I j .f I J 360 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 _Jr SCANNELL P R 0 P E R T I E S THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. DATE PROJECT NO ENLARGED PLANS- H.V.A.C. SHEET NUMBER MAIN OFFICE PLAN — H.V.A.C. NOTE: LOCATIONS OF ALL CEILING MOUNTED AIR DEVICES ARE APPROXIMATE AND ARE TO BE COORDINATED WITH ARCHITECTURAL REFLECTED CEILING PLAN, LIGHTS, SPRINKLER HEADS, ETC. 1 /8" = 1 1— OII 1 1 1 /411 = 1 t- o11 REMOTE OFFICE AND TOILETS PLAN - H.V.A.C. I M d Zdl�C•]a11�1�1 — CONN TO UNIT GAS CONTROLS, PROVIDE GROMMET FOR WATER TIGHT SEAL. PROVIDE UNION AT CONNECTION POINT. GROUND JOINT UNION VALVE PIPE STAND TYPICAL TO DURA-BLOCK DB-10 RnnF CURB-� TEST "T" ROOF J DRIP DECK LEG PRECCI IPE PEGI II ATOP 2 PSI INLET PRESSURE 1 1 "W.C. OUTLET PRESSURE ROOFTOP GAS CONNECTION DETAIL RL NO SCALE AUTOMATIC TRAP PRIMER FROM ACCESS PANEL) 12"x12" ACCESS PANEL OPENING. SEE DRAWINGS FOR LOCATIONS. �CW MANIFOLD IN PLUMBING CHASE. 1 PTO ADJACENT FLOOR DRAINS. I t ZCW TO LAST FLUSH VALVE. ACCESS PANEL AT PLUMBING CHASE NO SCALE IN -LINE CIRCULATING \PUMP (SEE PUMP SCHEDULE) GAS PIPING \ UP THRU ROOF i AQUASTAT FOR CONTROL OF PUMP FLOW STRAINER 0 REDUCING TEE ( OR TEST PLUG � FOR INSERTION OF GAUGE)-T UNION ]CHECK VALVEFOR CONTINUATION AND SIZE, SEE FLOOR PLAN BALL VALVE OR LUG BUTTERFLY VALVE IN -LINE CIRCULATING PUMP DETAIL 24" CAST IRON FRAME & COVER WITH GASKET (GASTIGHT) STANDARD AS REQUIRED (CUTAWAY) (AT EXTRA COST) RISER NOTE: VARIABLE 1 2432-03 RISER-3" PROVIDE RISERS AS REQUIRED TO EXTEND 17" MINIMUM 2432-06 RISER-6" TO GRADE. INLET I11 fI V-10" 6'=0" 17'-4' 7/16" 4" INLET & OUTLET PIPE AND FITTINGS (COVERS & RISERS REMOVED) LIQUID CAPACITY: 1,200 GALLONS. BOX DESIGN LOAD: H-20 TRAFFIC FROM 1' TO 6' OF SOIL COVER. FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST. 1200 GALLON SAND - OIL INTERCEPTOR NO SCALE MANHOLE LID (NEENAH R-6099 CL FRAME AND LID) FRAME \\,48" 54" FRAME SLAB SLAB FILL FILL 136" BASIN LID BASIN (SEE DETAIL #11) SUMP PUMP LID INSTALL SCHEMATIC NO SCALE WATER TIGHT S WATER PROOFING METAL DEC ROOF DECO IG CLAMP -LANGE INSULATION )ECK CLAMP INS 'PLY ROOT--iYDRAINI DETAIL NO SCALE WATER TIGHT NEMA 4X J-BOX COUPLING --i 28" MIN. OR PER STATE AND LOCAL CODES TO CONTROL PANEL 4" RUBBER INLET PIPE SEAL--,,,,, (FIELD INSTALLED) WEIGHTED VARIABLE LEVEL FLOAT SWITCH ALARM FLOAT 1 1/4" FEMALE NPT — CAST IRON CHECK VALVE 1 1/4" GALVANIZED DISCHARGE PIPE CAST IRON RAIL — BASE PLATE - 1/8" 302 STAINLESS STEEL LIFTING CABLE STAINLESS STEEL FLOAT HOOK - 3/8" X 1' 416 STAINLESS STEEL PULL ROD CAST IRON ANGLE ARM BRACKET BULK HEAD DISCHARGE FITTING .1 1/2" SQ. GUIDE RAIL 304 STAINLESS STEEL 16 GA. �- FIBERGLASS BASIN CAST IRON MOUNT BRACKET PUMP CONTROL "ON" FLOAT CAST IRON LOWER STOP PUMP CONTROL "OFF" FLOAT /-FIBERGLASS ANTI -FLOTATION RING 36" MIN. BALANCING VALVE VACUUM RELIEF VALVE. THERMAL EXPANSION TANK, 2 GALLON, WATTS NO. DET-5 I I UNION hrvn \ t i i r./ ELECTRIC WATER HEATER HWR PUMP - - SEE FLOOR PLAN FOR CW SIZE (TYP.) HW I I 1 FULL SIZE TEMP. & PRESSURE RELIEF VALVE (TYP) RELIEF VALVE DISCHARGE PIPED FULL SIZE TO MOP SINK (OFFSET & ROUTE ALONG WALL) DRIP PAN WITH DRAIN VALVE DRAIN PIPED TO FD 4" CONCRETE PAD C MOP SINK FLOOR FLOOR DRAIN ELECTRIC WATER HEATER (WITH HWRP) NO SCALE PUMP CONTROL PANEL VER I II.AL MOUIN I ED DUPLEX DOMESTIC BOOSTER PUMPS :T / //— STAINLESS STEEL HEADERS AO. ISOLATION VALVE o O o v ® BASE MOUNT FREE-STANDING 0 0 0 UNHOUSED SPRING VIBRATION 0 o ISOLATORS WITH 1/4" T z,� NEOPRENE NOISE ISOLATION PADS CONCRETE 6" MIN. THICKNESS HOUSEKEEPING PAD INERTIA PUMP BASE FINISHED FLOOR / 6 DOMESTIC WATER BOOSTER PUMP DETAIL NO SCALE 1 1/4" BRASS DISCONNECT FITT 1 1/4" PVC Sc PIPE AND FITTI PRE -PACKAGED DUPLEX SEWAGE EJECTOR DETAIL NO SCALE TEMPEREI POWER WATER T( FLEXIBLE LAVATOR` UUNUUI I ELECTRICAL DISCONNECT SWITCH. ll INSTANT WATER HEATER LAVATORY �TRANSFORMER (IF REQUIRED) COLD WATER SUPPLY TO WATER HEATER W/STOP VALVE DRAIN W/ P-TRAP & INSULATION COVERING NOTE: • WATER HEATER, PIPING CONNECTIONS & VALVES TO BE SECURED PROPERLY. • ALL PIPING TO BE CONNECTED AT TOP OF HEATER. • WATER TO AND FROM HEATER SHALL BE BRAIDED STAINLESS STEEL. ISIIION ANIAN EU S WATER HEATER DETAIL NO SCALE EXTERIOR WALL GATE BALL VALVE (TYP) -GATE VALVE FULL SIZE BY-PASS INSTALL 3"PRV nninn Tn M urn PRIOR 10 rulvlr 3" SET 40 PSI. -- - -go---- --� \""1 d� 4 _ I 3 I I GRADE311 TO SITE WATER METER BFP-1, RPZ WATTS MODEL 957QT 7TO SYSTEM I I 31) 1 FULL SIZE BY-PASS PRESSURE GAUGE (TYP) F711 >_�_ T 1l n I —+ 4"W. B/F 4"FD"M" W/TP WATER SERVICE ENTRY NO SCALE —TYPICAL ROOF DRAIN WITH UNDERDECK ROOF CLAMP SUPPORTED FROM STRUCTURE, SEE BUILDING PLANS FOR SIZE. �— PIPE SLOPE NOTE: EXTERIOR WALL WHEREVER POSSIBLE THE STORM PIPING HORIZONTAL OFFSET FROM THE ROOF DRAIN BODY SHALL BE MADE AT 45 DEGREES. WHERE NOT POSSIBLE 'THE HORIZONTAL OFFSET PIPING SHALL SLOPE AT 1/2" PER FOOT MINIMUM. 45' OAND STACK ABOVE OW OFFSET " PVC SLIP X SLIP DWV PVC RAIN WATER STACK ✓ALVE CLEAN OUT AT BASE OF STACK IRON V-CLAMP 5'-01) %l , I FINISHED FLOOR ADJACENT GRADE �— METAL COVER GUARD PROVIDED BY OTHERS RAIN WATER STACK OFFSET DETAIL NO SCALE LUL, "� LUL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 Jordan & SKala Engineers 4275 Shackieford Rd., . Suite 200 Norcross, GA 30093-2997 p. 770.447.5547 . f. 770.448.0262 Project Number: 1910150 Drawn By:RLB Checked By:JMW NUMBER DATE DESCRIPTION 06/10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET / PROGRESS SET 08/15/19 95% REVIEW SET 10/3(1/1Q PF=RMITRFT 02/07/20 1 ISSUED FOR CONSTRUCTION BUILT -TO -SUIT FOR 360 ELLINGTON ROAD BOOSTER PUMP DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL P R O P E R T I E S THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ARCHITECTURAL: BACKGROUNDS PLANS 02/05/20 CIVIL: CIVIL PLAN 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C 09/05/19 10/30/19 2019-047 DETAILS - PLUMBING P=002 LUL 14 & &&W LUL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 Jordan & Skala Engineers 4275 Shackieford Rd., . Suite 200 Norcross, GA 30093-2997 p. 770.447.5547 . f. 770.448.0262 Project Number: 1910150 Drawn By:RLB Checked DATE I DESCRIPTION 06/10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET / PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUED FOR CONSTRUCTION BUILT -TO -SUIT FOR 360 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL ffs THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. �PROJECT NO 10/30/19 2019-047 OVERALL FLOOR PLAN - PLUMBING P-205 P-202 P-204 P-203 LUL LUL MACG REGO R ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 Jordan & Skala Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p. 770.447.5547 . f. 770.448.0262 'roject Number: 1910150 I-- Rv Al R ('k-1-4 DESCRIPTION 30% REVIEW SET 50% REVIEW SET PRICING SET / PROGRESS SET 95% REVIEW SET PERMIT SET ISSUED FOR CONSTRUCTION BUILT -TO -SUIT FOR 360 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. �PROJECT NO 10/30/19 2019-047 PARTIAL FLOOR PLAN - NORTHEAST - PLUMBING P=202 Iv1ACV REVO ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 Jordan & Skala Enq_ineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p. 770.447.5547. f. 770.448.0262 °roject Number: 1910150 l....... R.,•01R f-1,-L 4 30% REVIEW SET 50�0 REVIEWSE I PRICING SET / PROGRESS SET 95% REVIEW SET PERMIT SET ISSUED FOR CONSTRUCTION BUILT -TO -SUIT FOR 360 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 isfSCANNELL P R 0 P E R T I E "a THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. 10/730/19 PROJECT• 2019-047 PARTIAL FLOOR PLAN - SOUTHEAST - PLUMBING P-205 P-202 P-204 P-203 __--- - LUL LUL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p. 770.447.5547 . f. 770.448.0262 'roject Number: 1910150 )rnwn Rv'RI R Ch—L-rl DESCRIPTION 30% REVIEW SET 50% REVIEW SET PRICING SET / PROGRESS SET 95% REVIEW SET PERMIT SET ISSUED FOR CONSTRUCTION BUILT -TO -SUIT FOR 360 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 r, SCANNELL P R 0 P E R T I E s THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. DATE PROJECT NO i 1 1 1 PARTIAL FLOOR PLAN - SOUTHWEST - PLUMBING Pw204 P-205 P-202 P-204 P-203 LILL LUL RA A f"f" IACV REV O R ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 Jordan & Skala Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p. 770.447.5547 . f. 770.448.0262 'roject Number: 1910150 30% REVIEW SET 50% REVIEW SET PRICING SET / PROGRESS SET 95% REVIEW SET PERMIT SET ISSUED FOR CONSTRUCTION BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL I H16 UKAVVINU, A5 AN IN51 KUMtN 1 UI- JtKVIUt, 15 4ND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY NITHOUT THE PERMISSION OF THE DESIGN 'ROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE 'ROCEEDING WITH EACH PHASE OF HIS WORK. 10/30/19 2019-047 PARTIAL FLOOR PLAN - NORTHWEST - PLUMBING Pm205 2"CW DN ROUTE FULL SIZE 2"CW HEADER THRU CHASE - i 1 »CW WC-1 H (TYP. FOR 'WC'S) L. WC-1 I I 6 T WATER HAMMER ARRESTOR 3/4"CW WC-1H i UR-1H TO UR 1"CW A/C I � 1 "CW A/C LL=1 Ul 1 L=1 t' WC-1 H CI `i f i� WHE-2 U/C . 1/2°CW IN, 1/2"HW OUT TO LAV. ENLARGED PLAN - WATER SCALE: 1 /4"=1 '-O" HE-2 U/C /2"CW IN, /2"HW OUT D LAV. 1 /2"CW �TO EWC r-~, Fufr-1 2"CW O/H WHE-2 U/C 1 /2"CW IN, 1/2"HW OUT TO LAV. 1"CW DN WATER HAMMER ARRESTOR ENLARGED PLAN - SANITARY SCALE: 1 /4"=1 '-O" MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 Jordan & Skala Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p. 770.447.5547. f. 770.448.0262 Project Number: 1910150 Drawn By:RLB Checked By:JMW DATE DESCRIPTION 06/10/19 30% REVIEW SET 117%-IU/-19 SU �o REVIEWSET 07/24/19 PRICING SET / PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUED FOR CONSTRUCTION BUILT -TO -SUIT FOR 360 ELLINGTOIV ROAD DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 ��SCANNELL PROPERTIES THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. �PROJECT NO 00/3 //19 2019-047 ENLARGED PLANS - PLUMBING P=302 3"VTR EWC-1 SWR JIB 1 2" 2„ 7.1 LL=2 2" I ,> L- 2„ 2" 2„ „ » WC-1 '2„ 2 FD G 2» W/TP WC-1 12" UR-1 4„ 2„ UR-1 I WC-1 H (� 2" 1�2� 2" I -�1 rw C-1 I � I \\ UK— I L H l%�Q-1 H I 2» U WC-1 1 LL=2 1 „ „ WC-1 L_2 2 2 „ „ I EWC-1 KID ('u 2 4 2 I 2"FD"G" LL_2 W/TP 2„ 2 I r r J[3"VTR 2 3R �� "VT r 2'' J 4» / �I 12" 2" SK-2H I 3"FD"M" MS-1 12" W/TP 3" 2"FD"FS" W/TP MAIN OFFICE SANITARY RISER 6" 6" SK-1H 2"FD"FS" W/TP 3"VTR JIB 2 � 21) 2" 2„ I WCC 12„ 1 UR-1 H 4" WC-1H L-1 2 2" 2"FD"G" W/TP PFNAnTF nFFIrF �ANIITARY RI�FR MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 r _._go@�JOrala Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p. 770.447.5547 . f. 770.448.0262 Project Number: 1910150 Drawn By:RLB Checked 06/10/19 nranran 130% REVIEW SET cnoi DMWIMA,eCr .11 - - 07/24/19 UU /O 1\L V - - PRICING SET / PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUED FOR CONSTRUCTION BUILT -TO -SUIT FOR 360 ELLINGTOIV ROAD DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL ,i, THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. PROJECT• 10/30/19 2019-047 RISER DIAGRAMS - PLUMBING P=401 SENSING LINE ONE EACH FOR FIRE PUMP AND JOCKEY PUMP CONTROL PANELS Yz IN. CHECK VALVE WITH Y32 IN. HOLE JOCKEY PUMP CONTROLPANEL IN. SCH. 40 BRASS PIPE -- 5'-0" DISTANCE Y IN. CHECK VALVE WITH 3/32 IN. HOLE ® OO z 2 n FROM DISCHARGE SIDE — OF FIRE PUMP AND JOCKEY PUMP PIPING, SEE PLANS FOR LOCATION Y IN. GLOBE VALVE %2 IN. X 2 IN. BRASS NIPPLE- % IN. GLOBE VALVE IN. PLUG YP THING FIRE AND JOCKEY PUMP SE SCALE: NTS AUTOMATIC AIR r� i RELEASEVALVE 31 AFLANGE DISCHARGECTION COMPOUND PRESSURE GAUGEESSURE GAUGE PUMP DISCHARGEMP SUCTION FLANGE FIRE PUMP PAD L1•'� L. _" '•` Y .'. ., .. ',•ski e.. COMPLETELY FILL THE FIRE PUMP FRAME WITH NON -SHRINK GROUT IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 20 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. FIRE PUMP 10 SCALE: NTS ENSURE EXHAUST PIPE ARE 10 FT. CLEAR FROM ANY BUILDING OPENING. PROVIDE BIRD SCREEN FOR EXHAUST OUTLET. 14 FUEL PUMP Lp — ,� r,.� 1 tt i;: I -I FIRE PUMP SECTION SCALE: NTS FIRE PUMP 0 CONTROLPANEL NSING LINES DIESEL FIRE PUMP NOTES 1. A COMPLETE DIESEL ENGINE -DRIVEN FIRE PUMP AND ASSOCIATED PUMP ROOM INSTALLATION SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 2n ANn NjF:PA 24 ANn THE nPA1n/INI(..q ANIf) CPPr'IFIrATIr)NIC 2. PUMP CASING RELIEF VALVE (IF PROVIDED) DISCHARGE AND PACKING GLAND DRAIN PORTS SHALL BE SEPARATELY ROUTED TO FLOOR DRAIN OR EXTERIOR. ROUTE PIPE TO AVOID CREATING TRIP HAZARDS. FLOOR DRAIN SHALL DISCHARGE AS REQUIRED PER LOCAL REQUIREMENTS. 3. FIRE PUMP AND PRESSURE MAINTENANCE (JOCKEY) PUMP CONTROLLER PRESSURE SENSING LINES SHALL BE COMPLETELY SEPARATE AND INDEPENDENT. SENSING LINE CONNECTIONS SHALL BE MADE BETWEEN THE DISCHARGE CHECK VALVES AND DISCHARGE CONTROL VALVES. 4. PROVIDE PIPE STANDS AND HANGERS IN ACCORDANCE WITH NFPA 13 AND NFPA 20_ 5. THE FIRE ALARM CONTROL UNIT ("FACU") SHALL MONITOR THE FOLLOWING ADDRESSABLE CONDITIONS FROM THE FIRE PUMP/PUMP CONTROLLER: a. ENGINE RUNNING CONDITION (ADDRESSABLE SUPERVISORY); b. FIRE PUMP CONTROLLER MAIN SWITCH IN THE OFF OR MANUAL POSITION (I.E., NOT -IN -AUTO) (ADDRESSABLE SUPERVISORY); 6. THE FACU SHALL MONITOR ALL OTHER FIRE PUMP -ASSOCIATED SIGNALS AS GENERAL SUPERVISORY SIGNALS. THEY SHALL INCLUDE ALL THOSE SIGNALS REQUIRED BY NFPA 20 AND FIRE PUMP AND ENGINE MANUFACTURERS. a. GENERAL ENGINE TROUBLE (ADDRESSABLE SUPERVISORY) b. GENERAL CONTROLLER TROUBLE (ADDRESSABLE SUPERVISORY) c. GENERAL PUMP ROOM TROUBLE (ADDRESSABLE SUPERVISORY) 7. SEQUENCE OF OPERATION: a. MAIN RELIEF VALVE SET POINT SHALL BE 180 PSI; b. JOCKEY PUMP STOP POINT SHALL BE 175 PSI; c. VARIABLE SPEED PRESSURE LIMITING DRIVER ("PLD") SET POINT SHALL BE 170 PSI; d. JOCKEY PUMP START POINT SHALL BE 165 PSI; e. FIRE PUMP START POINT SHALL BE 155 PSI; f. THE FIRE PUMP SHALL BE ARRANGED TO RUN UNTIL MANUALLY SHUT OFF. AUTOMATIC SHUTOFF CAPABILITIES SHALL NOT BE INSTALLED OR CONNECTED. 8. FIRE PUMP SHALL BE CERTIFIED PER NFPA 20. FIRE PUMP, FIRE PUMP CONTROLLER, AND DIESEL ENGINE MANUFACTURER'S REPRESENTATIVES MUST BE PRESENT FOR ACCEPTANCE TESTING. CERTIFICATION FOR EACH REPRESENTATIVE MUST BE PROVIDED PRIOR TO THE DAY -OF TESTING TO CONFIRM AND ENSURE PROPER REPRESENTATIVES WILL BE PRESENT. 9. COORDINATE DEVICE AND EQUIPMENT LOCATIONS IN THE PUMP ROOM WITH ACTUAL DOOR PLACEMENT. F__M IFF-� 5 5 O OPLATES (�1 W32 :.• FIRE PUMP FIRE PUMP RELIEF VALVE TEST HEADER 9 SCALE: NTS SCALE: NTS NOTE: FUEL TANK SHALL BE OF SUFFICIENT ELEVATION TO ** 2 IN. FLASH ARRESTOR VENT ENSURE THE FUEL SUPPLY PIPE CONNECTION ON THE TANK IS NO LOCATED OUTSIDE WHEN — LOWER THAN THE LEVEL OF THE ENGINE FUEL TRANSFER PUMP PENETRATED THROUGH WALL ON THE ENGINE. MANUAL VALVE IN FUEL LINE SHALL BE ELECTRONICALLY SUPERVISED BY FIRE ALARM SYSTEM. NOTE: JOCKEY PUMP DISCHARGE CONTROL VALVE SHALL BE WITHIN 2 FT. OF TIE-IN O POINT TO FIRE PUMP DISCHARGE PIPING. AND JOCKEY PUMP SENSING LINE OUTLET ** 1% IN. FUEL - - ** 6 IN. OUTER FUEL SHALL BE AS CLOSE AS PRACTICAL TO JOCKEY PUMP DISCHARGE CONTROL VALVE. LEVEL GAUGE TANK EMERGENCY VENT z_ 2 IN. PLUG (OPTIONAL —' MAIN TANK FUEL LEVEL ** 2 IN. FUEL FILL PIPE AND ® ©x2 z w II n23 MONITOR SWITCH) _ LOCKABLE CAP LOCATED OUTSIDE JOCKEY PUMP 6 SCALE: NTS NOTE: MINIMUM FILL RATE FOR TANK IS 521 GPM IN ACCORDANCE WITH NFPA 22. AUTOMATIC FILL PROVIDED FOR OWNER'S/ TENANT'S CONVENIENCE. MINIMUM FILL RATE ACHIEVED WITH AUTOMATIC AND MANUAL FILL LINES. z Y CONTRACTOR SHALL PROVIDE PERMANENTLY POSTED SIGNAGE ON INTERIOR WALL OF PUMP HOUSE INSTRUCTING TO PUMP HOUSE VALVES TO BE CLOSED SLOWLY TO AVOID WATER HAMMER. SPRINKLER SYSTEM o O CONNECTION TO �23 MAIN DRAIN N 0 4 © x7 2 MANUAL FILL LINE; O REFER TO DETAIL #1 WATERFLOW SWITCH 22 CHECK VALVE BACKFLOW INDICATING BUTTERBALL OO JP-1 SSEMBLY CONTROL VALVE ® ® 24 'd .•r r Y•• .G 32 2 3 2 PIPE SLEEVE THROUGH FLOOR; 26 27 PIPE SLEEVE THROUGH FLOOR;—/ SLEEVE SHALL BE NOMINALLY 2 IN. LARGER DIAMETER THAN LEAD-IN PIPE SIZE FIRE PUMP HOUSE SECTION SCALE: 1/4" = 1'-011 0 2' 4' s' Graphic Scale: 1/4" = 1'-0" SLEEVE SHALL BE NOMINALLY 2 IN. LARGER DIAMETER THAN LEAD-IN PIPE SIZE TIC FIRE PUMP HOUSE SECTION SCALE: 1/4" = V-0" 0 2' 4' 8' Graphic Scale: 1/4" = 114. WHEN PENETRATED THROUGH WALL 28 ** %2 IN. x CL BLK. NIPPLE AND ELECTRONICALLY SUPERVISED 1 IN. x 0'-3" BLK. NIPPLE, BALL VALVE ©© 1 IN. BALL VALVE, 1 IN. PLUG FUEL TANK LEAK SWITCH PITCH TANK DOWN %4 IN. PER FOOT TO BE AT OR ABOVE CENTERLINE OF FUEL PUMP ON ENGINE 1 IN. x 0'-3" BLK. NIPPLE, 1 IN. BALL VALVE, 1 IN. PLUG * FUEL FLEXIBLE HOSE IN. BLK. SCH. 40 %4 IN. BLK. SCH. 40 FUEL RETURN FUEL SUPPLY NOTES: "**" DENOTES ITEMS FURNISHED WITH FUEL TANK OR FIRE PUMP. FUEL LINES BETWEEN TANK AND ENGINE SHALL BE ROUTED AND PROTECTED AGAINST DAMAGE IN ACCORDANCE WITH NFPA 20. r;" DIESEL FUEL TANK SCALE: NTS CONTRACTOR SHALL PROVIDE AUTIuN A PROMINENT SIGN ON WALL FIRE PUMP DISCHARGE PRESSURE WILL EXCEED WITHIN FIELD OF VIEW OR THE MAXIMUM WORKING PRESSURE OF THE SYSTEMDURING OPERATION AT RATED SPEED (I E, IMMEDIATELY ADJACENT TO VARIABLE SPEED DISENGAGED). ENSURE SYSTEM IS PROPERLY ISOLATED AND MAIN RELIEF VALVE IS THE FIRE PUMP DISCHARGE CLOSED WHEN FIRE PUNIP IS OPERATrOrrESTED AT RATED GPEED 013 NFPA 20 142.s 32, CONTROL VALVE FOR z 28 REFERENCE DURING TEST OJ z PROCEDURES PER NFPA 20 J¢ §14.2.6.3 cD z e 'Coo©x5 CD © TO TEST 16 �, ® N Z) ®t HEADER TM n. - ..r. j 2•:. �: it ) .•,. .) .. .. •f, :. R• • ;, PIPE SLEEVE THROUGH FLOOR; SLEEVE SHALL BE NOMINALLY 2 IN. LARGER DIAMETER THAN TO 2 18 32 15 11 10 6 7 9 LEAD-IN PIPE SIZE SYSTEMS FIRE PUMP HOUSE SECTION SCALE: 1/4" = V-0" 0 2' 4' 8' Graphic Scale: 1/4" = V-0" ® FIRE PUMP HOUSE EQUIPMENT LIST NO. EEM NO. ITEM 1 WATER STORAGE TANK FILL LINE PIPING 19 rtnr- nt tnnn Trc+T LJrAnrM lA/ITU n .1 /7 IAI AAIl�1 C UnCC FIRE- rulvlr I Eo 11 rlC/1LJCi� VVI I fl G- I/G IIV. /11VVLL I IvvL VALVES 2 BUTTERFLY CONTROL VALVE WITH TAMPER SWITCH 20 AUTOMATIC BALL DRIP (ELECTRONICALLY SUPERVISED NORMALLY OPENED) AUTOMATIC FILL LINE FLOW CONTROL VALVE (ONE-WAY) PUMP HOUSE SPRINKLER SYSTEM RISER WITH INDICATING 3 WITH BI-LEVEL FLOAT CONTROL WITH SLOW -CLOSING 21 CONTROL VALVE (SUPERVISED NORMALLY OPEN) COMPONENTS/TRIM 1-1/4 IN. PRESSURE MAINTENANCE (JOCKEY) PUMP SUPPLY 4 FLOW CONTROL VALVE BYPASS 22 PIPING BUTTERFLY CONTROL VALVE WITH TAMPER SWITCH JOCKEY PUMP CONNECTION WITH INDICATING VALVE 5 (ELECTRONICALLY SUPERVISED NORMALLY CLOSED) 23 (ELECTRONICALLY SUPERVISED NORMALLY OPEN) 6 FLEXIBLE COUPLINGS - SEPARATE AS MUCH AS POSSIBLE 24 PRESSURE MAINTENANCE (JOCKEY) PUMP 7 OS&Y VALVE WITH TAMPER SWITCH (ELECTRONICALLY 25 JOCKEY PUMP CONTROLLER SUPERVISED NORMALLY OPENED) JOCKEY PUMP PRESSURE RELIEF VALVE (PIPED TO DRAIN 8 OVER -THE -TOP FILL LINE WITH 12 IN. AIR GAP 26 OR EXTERIOR) 24 IN. x 24 IN. ANTI -VORTEX PLATE ASSEMBLY AND FIRE 27 JOCKEY PUMP DISCHARGE CHECK VALVE, PUMP SUCTION PIPING RUBBER -SEATED 10 ECCENTRIC REDUCER (IF REQUIRED) 28 DOUBLE-WALIL DIESEL FUEL TANK MONITOR MODULES FOR FIRE PUMP MONITORING, 11 DIESEL ENGINE -DRIVEN FIRE PUMP (CW ROTATION) 29 INCLUDING FUEL TANK (REFER TO NOTES AND FIRE ALARM SEQUENCE OF OPERATION) FIRE PUMP HOUSE &TANK MONITOR MODULES (I.E., 12 DIESEL ENGINE -DRIVEN FIRE PUMP COTROLLER WITH 30 WATER LEVELS, WATER TEMPERATURE, WATERFLOW VARIABLE SPEED CONTROL SWITCH, TAMPER SWITHCES) 13 BATTERIES, RACK -MOUNTED NO LESS THAN 12 IN. ABOVE 31 AUTOMATICAIR RELEASE VALVE FLOOR 14 STAINLESS STEEL JACKETED, INSULATED EXHAUST PIPE 32 PIPE STAND AND MUFFLER 15 CONCENTRIC REDUCER (IF REQUIRED) 33 UNDERGROUND VALVE T-WRENCH MOUNTED TO WALL 16 MAIN PRESSURE RELIEF VALVE WITH ENCLOSED WASTE 34 VENTILATION OPENING CONE 17 45- ELBOW (ANGLED DOWN) & 3 FT x 3 FT CONCRETE 35 WATER STORAGE TANK SUPERVISORY WATER LEVEL SPLASH BLOCK SWITCHES 18 CHECK VALVE (ANTI -HAMMER TYPE FOR PUMP DISCHARGE) 36 ELECTRIC IMMERSION HEATERS FOR WATER STORAGE TANK FP3 FIRE PUMP HOUSE SCHEDULE — BASIS OF DESIGN RATED FLOW MAXIMUM SHUT-OFF MAXIMUM VOLTAGE/BASIS OF DESIGN MAKE &MODEL PUMP ID SERVICE (GPM) (CHURN) PRESSURE (PSI) RPM (ENGINE) PHASE/ (SEE NOTE) RATED HP HERTZ FP-1 FIRE PUMP (IN 2,000 210 2,100 526 120/1/60 (CONTROL 8AEF20 PEERLESS -DIESEL WITH PLD HOUSE) L.ER) CONTROL (CW ROTATION) PRESSURE JP-1 MAINTENANCE 20 95 3,500 5 240/3/60 GRUNDFOS CR-5 (JOCKEY) PUMP NOTE: PREFERRED FIRE PUMP MANUFACTURERS ARE PATTERSON, PEERLESS AND SPP PUMPS. NOTE: DESIGN INTENT FOR THE BASIS OF DESIGN PUMP SELECTION IS FOR THE PLD-CONTROL OF THE FIRE PUMP TO DISENGAGE BEYOND THE HIGHEST FIRE SPRINKLER DEMAND FLOWRATE AND BUT NOT MORE THAN 140% OF THE RATED CAPACITY OF THE FIRE PUMP (I.E., NOT MORE THAN 2,800 GPM). THE MAXIMUM PRESSURE POSSIBLY PRODUCED BY THE FIRE PUMP AND THE INCOMING WATER SUPPLY AT ANY TIME SHALL BE NOT MORE THAN 235 PSI. NOTE: GENERAL CONTRACTOR MUST COORDINATE LOCATION OF NECESSARY FLOOR DRAIN WITH ALL SUBCONTRAC NOTE: PROVIDE YELLOW/AMBER HORN/STROBE IMMEDIATELY ADJACENT TO DOOR; THIS HORN/STROBE SHALL ACTIVATE ONLY IF/WHEN THE FIRE PUMP IS OUT OF SERVICE; PROVIDE SIGN IMMFDIA I ELY ADJACENT TO THIS HORN/STROBE TO INDICATE I TS PURPOSE/WHAT IT MEANS. FILL LINE TO 0 FUEL TANK Q U FUEL TANK VENTED o � � TO OUTSIDE �� / O 1 25 1 � NFPA70 REQUIRED C21 WORK CLEARMCE • ......- JOCKEY SENSING LINE ©x5 \\\\\ 12 NFPA 70 REQUIRED WORK` L`E `R`E`� 31 27 1 26 0 19 , O8 IN. TANK FILL LIN REFER TO CIVIL DRAWINGS 23 t 22 x7 NOTE: PROVIDE ONE (1) AUTOMATIC FILL 34 LINE WITH MANUAL BYPASS AND ONE (1) MANUAL FILL LINE. MAXIMUM PIPE DIAMETER SHALL BE 2 %2 IN. NOTE: EXTERIOR WATER LEVEL INDICATOR SHALL BE VISIBLE FROM THE PUBLIC STREET/ RIGHT OF WAY.'� x3 35 35 IM', � V4R 11 ,, t, 0 r : it r1.1 •���-1;_I.+� n>•L.' � , r1w'� . M l 2 3 TO SYSTEMS 17 1 I 7 a 29 15 IUJ 34 6 NOTE: VENTILATION FOR FIRE PUMP HOUSE SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 20. THE TOTAL AIR SUPPLY PATH TO THE PUMP HOUSE \\ SHALL NOT RESTRICT THE FLOW OF THE \� AIR MORE THAN 0.2 IN. WATER COLUMN. 0 250,000 GALLON SUCTION TANK \ \ 8 OVER -THE -TOP FILL LINES SHALL v ® DISCHARGE INTO THE OPPOSITE HALF \ ' \ OF TANK FROM WHERE THE SUCTION PIPE DRAWS FROM THE TANK; FILL \ ' LINE SHALL INCLUDE AN AIR GAP OF \ NOT LESS THAN 12 IN. BETWEEN THE \ OUTLET OF THE FILL LINE AND THE INLET OF THE OVERFLOW ENLARGED FIRE PUMP HOUSE PLAIN w SCALE: 1/4" = V-0" it 0 2' 4' 8' Graphic Scale: 1/4" = 1'-01, 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 ,I�IIIi�II h a rri n gto n Fire Protection Engineering Forensic Fire Engineering Property Loss Control 3237 Satellite Boulevard Suite 525 Duluth, GA 30096 770-564-3505 www.hgi-fire.com HGl Project No.: 19MAC0024 06/10/19 130% REVIEW SET 07/01/19 50% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 01/22/20 PLAN REVIEW RESPONSE 02/07/20 ISSUED FOR CONSTRUCTION BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL P 7, E R T I E THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. 10/30/19 2019-047 ENLARGED FIRE PUMP HOUSE PLAN & NOTES FP401 i� r• ■ r\ r— A ■ A r\ ti A rL ■ A IL ■ !— ■ rft r— rk ■ ■ a A r\ ■ ■ /\ ■ ■ /1 r— I-IKE HLAKM FLAN - I-IKL FJUMI-' HUU5tz SCALE: 3/32" = 1'-0" Graphic Scale: 3/32" = 1'-0" 24) _23 _22 21 20 19 18 17 16 FIRE ALARM PLAN — r-% r w A r\ T rrT /\ �1� 1 I'— 1 P"\ % ■ A /1 A \ I P'\ /r r 1 \ I /r� 3 KtiVIU I t Ktb I KUUIVI� ANU Ut-1- I�t SCALE: 3/32 = 1'-0" 0 8' 16' 24' 15 14 13 3 © xSrL PREACTION t o II I (10 l 9) (8 JANITC r A115 TRANS/3PL OFFICE A113 I I I R DRIVER LC'3 E 8d `G-D I A111 fn I r Irrr�.yvrr�. q sljm MF ©Eft.1117 At116 w-7n/ x3 OM OFFICE A109 too U to old OPEN OFFICE A107 60 CD 60 CD M. t.t - .= 1 �.1. • _ ■ ■ Ill t � t � it Rya ■�a ■�a 1� �' � ' • .. I � . ■ tit t•1 I_� • 11' �li NOTE: COORDINATE FINAL LOCATION OF DEVICES ON NORTH WALL OF MDF ROOM. RSFACU MAY BE INTEGRAL TO MAIN FACU - SEPARATE SYMBOLS SHOWN FOR CLARITY. 1 OFFICE A106 OFFICE A105 OFFICE • I I MAIN NOTE: COORDINATE _ CORRIDOR LIDm lcm LOCATION OF REMOTE A102 w ANNUNCIATOR AND MANUAL PULL STATION Im u WITH ELECTRICAL; FINAL LOCATION TO BE APPROVED BY TENANT. I I 60-(D22 I I I I I I J I I I I I I I I I I I � I I I I 1� 1 I 1 1� A I A 1'1 11 A I"1 I A 1 11 A A I 1 /\ P" 1— I /\ r A r1 r A J 2 t- I Kt ALAKIVI t'LAIV - IVIAI IN UI- I- I lit AKCH SCALE: 3/32 = 1 -0 0 8' 16' 24' 1 r-6 0 0 0 0 0 o -- - -- 3 o CRC ® o I-1 d G t—� l� n U d C T 4 FA101 G T CDo I o �� o �I �I 2 FA101 — --� --FA101 -- - o e e -- e e o o o e e e o e m e e o e m o e e I-1 n O d I-7 �—I --- f _ - — l� o 40 ® o ® n ® ®® o ®o ® ® ®®®®®©®®®®® R )(E9 -. I� I ® T ® ®110 CD 110 CN ® E ® ® (E3 EO 0 (a) (E 0 T ❑ 0 (E9 ® ® 0 E ® ® ® 110 CD B LA 10 CD 0 ® E 10 CD 110 CD Q WP 111100CD 0 CD v - v MR - - 0 U o_ �17 v CDo U o U o v o y X - - 0 U o_ +U o 11 WP 110CD 0 U 0 U 0 U 0 U o 0 U o_ U o U - -' U - U -o 71 LJ _ _ . . L._ _• . FIRE ALARM PLAN — SCALE: 1" = 40'-0" GROUND LEVEL 0 40' 80' Graphic Scale: 1" = 40'-0" PROJECT 0 0 LUL Amr 6- 61 &W LUL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 Idlllllll harrington Fire Protection Engineering Forensic Fire Engineering Property Loss Control 3237 Satellite Boulevard Suite 525 Duluth, GA 30096 770.564-3505 www.hgi-fire.com HGI Project No.: 19MAC0024 06/10/19 30% REVIEW SET 07/01/19 50% REVIEW SET 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 01/22/20 PLAN REVIEW RESPONSE 02/07/20 1 ISSUED FOR CONSTRUCTION BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 0 ■ ED H) SCANNELL - P R O P E R T I E S THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. DATE PROJECT NO 1 1 1 1 SHEET TITLE � ALARM R FAl 01 A AMPERE MF MAIN FUSE /Ar\V FMUAMel CAI Lk,1FUU11 IVr I%IVTERRTERIL I VIV I LIGS ONLY IVIHVVVJVVT AFF ABOVE FINISHED FLOOR NTS NOT TO SCALE AIC AMPERE INTERRUPTING CAPACITY MH MOUNTING HEIGHT AWG AMERICAN WIRE GAUGE ST SHUNT TRIP BC BELOW CEILING TC TIME CLOCK BKR BREAKER TV TELEVISION CKT CIRCUIT TVSS TRANSIENT VOLTAGE SURGE SUPP. FACP FIRE ALARM CONTROL PANEL UL UNDERWRITERS LABORATORIES rRl VI GROUND FAIILT It\,I1TEPPIIPTER 1 Mr) V V_ I IAII GCC K1r)TCr) (1TUCDIAIICC VIYL IVV I LV V. I ILI \VVIVL G OR GND GROUND V VOLTS HP HORSEPOWER W WATTS JB JUNCTION BOX WP WEATHERPROOF COVER (RECEPTACLES KCMIL THOUSAND CIRCULAR MILS SHALL BE WEATHER -RESISTANT TYPE) MCB MAIN CIRCUIT BREAKER Y WYE IT ELECTRICAL GENERAL NOTES I ALL BRANCH CIRCUIT AND FEEDER CONDUCTORS, NO.8 AWG AND SMALLER, SHALL BE COLOR CODED AS FOLLOWS: 120/208 VOLT SYSTEM 277/480 VOLT SYSTEM 120/208 VOLT SYSTEM (CR PANEL) PHASE A - BLACK PHASE A - BROWN PHASE A - PINK PHASE B - RED PHASE B - ORANGE PHASE B - PURPLE PHASE C - BLUE PHASE C - YELLOW NEUTRAL - WHITE W/ YELLOW NEUTRAL - WHITE NEUTRAL - GREY ISOLATED GND - GREEN W/ YELLOW GROUND - GREEN GROUND -GREEN GROUND -GREEN ALL 2. " FED FROM SB PANELS SHALL BE RED HUBBELL 5352. ALL RECEPTACLES A RECEPTACLES C ACLES FROM CR PANELS SHALL BE ORANGE, HUBBELL 5352. COVERPLATE FINISH SHALL MATCH RECEPTACLE FINISH. ALL REMAINING DEVICES AND COVERPLATES SHALL HAVE IVORY FINISH. ALL DEVICE COVERPLATES SHALL INCLUDE A LABEL ATTACHED TO THE FRONT INDICATING THE PANEL NAME AND CIRCUIT NUMBER SERVING THE DEVICE. IE: SB1-6. ISOLATED GROUND RECEPTACLES SHALL BE RATED AT 20 AMP, HUBBELL 23641G OR APPROVED EQUAL. ALL CIRCUITS ON "CR" PANELS SHALL BE ISOLATED GROUND. ELECTRICAL GENERAL NOTES I G1 PROJECT DESIGN IS BASED UPON THE 2017 EDITION OF THE NATIONAL ELECTRICAL CODE. G2 WHEN CONDUCTOR OR CONDUIT SIZE IS INDICATED FOR BRANCH CIRCUIT HOMERUN, THE CONDUCTOR AND CONDUIT SIZE INDICATED SHALL BE USED FOR THE COMPLETE CIRCUIT. G3 REFER TO THE APPROPRIATE DRAWINGS (INCLUDING ARCHITECTURAL DRAWINGS) FOR THE EXACT LOCATION OF EQUIPMENT INSTALLED UNDER OTHER DIVISIONS OF THE DOCUMENTS WHICH REQUIRE ELECTRICAL SERVICE. G4 C A P 1 T AL LE T T ER BESIDE LIGHT ING S Y IVIBQL IIVDICA T ES FIX 1 URE TYPE. REFER I Q LIGHT IIVG FIX I U R E SCHEDULE FQR FIX I URE SELECTION. G5 EQUIPMENT GROUNDING CONDUCTORS ARE TO BE INCLUDED IN ALL RACEWAYS AND CABLES. G6 IN BUILDINGS WITH MULTIPLE SERVICES, THE CONTRACTOR SHALL PROVIDE A PLAQUE AT EACH SERVICE EQUIPMENT LOCATION DENOTING ALL OTHER SERVICES IN THE BUILDING AND THE AREA SERVED BY EACH. G7 ANY CABLE ROUTED TO A WALL SWITCH CONTROLLING LIGHTING SHALL CONTAIN A GROUNDED CONDUCTOR (NEUTRAL), IN ADDITION TO AN EQUIPMENT GROUNDING CONDUCTOR. EXCEPTION: SWITCHES IN ROOMS WITH ACCESSIBLE CEILINGS GIVING ACCESS TO OPEN WALL CAVITIES. G8 CONTRACTOR SHALL ENSURE TO THE GREATEST EXTENT POSSIBLE THAT LOADS ON THE ELECTRICAL DISTRIBUTION SYSTEM ARE PHASED -BALANCED. WHERE MULTI -METER PACKS ARE INSTALLED, EQUIPMENT LUGS SHALL BE ADJUSTED ACCORDINGLY TO BALANCE PHASES. G9 WHERE CIRCUIT BREAKERS OR FUSES ARE SERIES COMBINATION RATED, THE ENCLOSURE FOR THE OVERCURRENT DEVICES SHALL BE CLEARLY AND LEGIBLY MARKED IN THE FIELD TO INDICATE THE EQUIPMENT HAS BEEN APPLIED WITH A SERIES COMBINATION RATING. THE MARKING SHALL BE READILY VISIBLE AND STATE THE FOLLOWING: CAUTION - SERIES COMBINATION SYSTEM RATED _ AMPERES. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED. G10 FEEDERS FOR THE EMERGENCY BRANCH OF ELECTRICAL DISTRIBUTION SHALL BE PROTECTED FROM FIRE PER THE REQUIREMENTS OF NEC ARTICLE 700. A LISTED CIRCUIT -PROTECTIVE SYSTEM, THERMAL BARRIER, THERMAL ASSEMBLY (CONTAINING ONLY EMERGENCY FEEDERS) OR CONCRETE ENCASEMENT IS NOT REQUIRED WHERE FEEDERS ARE INSTALLED IN SPACES OR AREAS THAT ARE FULLY PROTECTED BY AN APPROVED AUTOMATIC FIRE SUPPRESSION SYSTEM. FOR THIS REQUIREMENT, AN UNSPRINKLERED CEILING CAVITY IS NOT CONSIDERED A PROTECTED SPACE OR AREA. THIS REQUIREMENT ALSO APPLIES TO CONTROL WIRING BETWEEN GENERATOR AND TRANSFER SWITCH(ES). G11 ALL ELECTRICAL DEVICES SHALL BE PROVIDED WITH LABEL ATTACHED TO DEVICE COVERPLATE DESCRIBING PANEL AND CIRCUIT SERVING THE DEVICE. DRAWING INDEX - ELECTRICAL SHEET NO. SHEET NAME E-001 SCHEDULES, DETAILS AND NOTES - ELECTRICAL E-002 ELECTRICAL ONE -LINE DIAGRAM - SWITCHBOARDS MSA & MSB E-003 ELECTRICAL PANELBOARD SCHEDULES E-004 ELECTRICAL PANELBOARD SCHEDULES E-005 I ELECTRICAL PANELBOARD SCHEDULES E-006 ELECTRICAL PANELBOARD SCHEDULES E-101 SITE PLAN - ELECTRICAL E-101P SITE PLAN - PHOTOMETRICS E-201 OVERALL ROOF PLAN - ELECTRICAL EL-202 PARTIAL FLOOR PLAN - LIGHTING EL-203 PARTIAL FLOOR PLAN - LIGHTING EL-204 PARTIAL FLOOR PLAN - LIGHTING EL-205 PARTIAL FLOOR PLAN - LIGHTING EL-301 ENLARGED CEILING PLAN - LIGHTING EL-302 ENLARGED CEILING PLAN - LIGHTING EP-202 PARTIAL FLOOR PLAN - POWER EP-203 PARTIAL FLOOR PLAN - POWER EP-204 PARTIAL FLOOR PLAN - POWER EP-205 PARTIAL FLOOR PLAN - POWER EP-301 ENLARGED FLOOR PLAN - POWER EP-302 ENLARGED FLOOR PLAN - POWER ES-202 PARTIAL FLOOR PLAN - SYSTEMS ES-203 PARTIAL FLOOR PLAN - SYSTEMS ES-204 PARTIAL FLOOR PLAN - SYSTEMS ES-205 PARTIAL FLOOR PLAN - SYSTEMS ES-301 ENLARGED FLOOR PLAN - SYSTEMS CC 4rn LJ-JVG CAI/ AO(-Cn SI 0C)R nl AAI CVCTCf1AC CIVL!'11 L7L.0 1 LV VR rLMIN - J 1 0I C11110 ES-303 ENLARGED FLOOR PLAN - SYSTEMS E-301 DETAILS - ELECTRICAL E-302 DETAILS - ELECTRICAL E-303 DETAILS - ELECTRICAL E-304 DETAILS - ELECTRICAL EXTERIOR LIGHTING FIXTURE SCHEDULE Symbol Label OTY Manufacturer Catalog Number Lamp Number Filename Lumens per LLF Wattage Description Lamps Lamp 5 Lithonia Lighting DSX2 LED P7 40K TFTM LED 1 DSX2_LED_P7_4 45935 0.9 398 DSX2 LED P7 40K TFTM 480 RPA ® OD 480 RPA DDBXD OK-TFTM-MVOLT DDBXD RTS 22 DM19AS VD DDBXD ies 7 Lithonia Lighting DSX2 LED P7 40K TFTM 480 HS RPA DDBXD LED 1 DSX2_LED_P7 4 OK_TFTM 35865 0.9 398 DSX2 LED P7 40K TFTM 480 RPA DDBXD with houseside shield OD(HS) _MVOLT 13 RTS 22 DM19AS VD DDBXD _HS.ies 9 Lithonia Lighting DSX2 LED P7 40K TFTM LED 1 DSX2 _ LED _P7_4 45935 0.9 398 DSX2 LED P7 40K TFTM 480 WBA OE 480 WBA DDBXD OK_TFTM_MVOLT DDBXD ® REFER TO NOTES & PLAN .ies FOR MTG HEIGHT ® 3 Lithonia Lighting DSX2 LED P7 40K T5W 480 LED 1 DSX2_LED_P7_4 47379 0.9 796 DSX2 LED P7 40K T5W 480 RPA e OF RPA DDBXD 0K_T5W MVOLT. DDBXD 13RTS 22 DM28AS VD ies DDBXD 2 Lithonia Lighting DSX2 LED P7 40K T3M480 LED 1 DSX2 _ LED _P7_4 44622 0.9 398 DSX2 LED P7 40K T3M 480480 01 WBA DDBXD OK_T3M_MVOLT.i WBA DDBXD a REFER TO PLAN FOR MTG es HEIGHT 21 Lithonia Lighting KAX2 LED P1 40K R5 480 LED 1 KAX2_LED_P1_4 28638 0.9 400 KAX2 LED P1 40K R5 with tilt c RPA TILT DDBXD, KAM OK_R5_MVOLT.ie arm. Fixture mounted on pole OM DDBXD U, RTS 27 12- s with 20' mast arm Is 16F DM19AS/D ARM 19/20FT DDBXD 18 Lithonia Lighting KAX2 LED P1 40K R5 480 LED 1 KAX2 _LED_P1_4 1 28638 0.9 200 KAX2 LED P1 40K R5 with tilt 13 RPA TILT DDBXD, KAM OK R5_MVOLT.ie arm. Fixture mounted on pole 111-1 11 - 19 A7 O(V v �I vvonv �, R 1 J L1 14- J with wlll I LV IIIQJI arm mastarm 16F DM19AS/D ARM 19/20FT DDBXD 18 Lithonia Lighting KAX1 LED P3 40K R4 480 LED 1 KAX1_LED_P3_4 17213 0.9 130 KAX1 LED P3 40K R4 with tilt OR RPA TILT DDBXD, RK1 OK_R4_MVOLT.ie arm. Fixture mounted on building KAX1 WBA U s with wall mounted bracket MTD 35'-0" AFF ® 2 Lithonia Lighting DSX2 LED P4 40K T3M 480 RPA DDBXD LED 1 DSX2_LED_P4_4 OK_T3M_MVOLT.i 32433 0.9 270 DSX2 LED P4 40K T3M 480 RPA DDBXD OS RTS 22 DM19AS VD es DDBXD ® 1 Lithonia Lighting DSX2 LED P4 40K BLC 480 RPA DDBXD LED 1 DSX2_LED_P4_4 OK_BLC_MVOLT.i 27374 0.9 270 DSX2 LED P4 40K BLC 480 RPA DDBXD OT RTS 22 DM19AS VD es ® DDBXD ® 1 Lithonia Lighting DSX2 LED P1 40K T1S 480 RPA DDBXD HS LED 1 DSX2 _ LED _P1_4 OK_T1S_MVOLT 16326 0.9 140 DSX2 LED P1 40K T1S MVOLT with houseside shield OT1 RTS 14 DM19AS VD HS.ies 13 DDBXD r-A 5 Lithonia Lighting DSX2 LED P4 40K BLC 480 LED 1 DSX2_LED_P4_4 27374 0.9 270 DSX2 LED P4 40K BLC MVOLT {CI OT2 DDBXD WITH 6' ARM OK_BLC_MVOLT.i 480 DDBXD WITH U ARM RTS 17 DM19AS VD es DDBXD 6' ARM ® 1 Lithonia Lighting DSX2 LED P7 40K BLC 480 LED 1 DSX2_LED_P7_4 37662 0.9 398 DSX2 LED P7 40K BLC 480 OU DDBXD WITH 10' ARM OK_BLC_MVOLT.i DDBXD WITH 1Y ARM RTS 32 DM19AS VD es DDBXD 10' ARM 1 Lithonia Lighting (...] [...] 1 [ ... ] [ ... ] 0.9 798 [...] © OMR Lithonia Lighting KAX2 LED P1 40K R5 480 LED 1 KAX2 _ LED _P1_4 28638 0.9 200 KAX2 LED P1 40K R5 with tilt ® RPA TILT DDBXD, KAM OK_R5_MVOLT.ie arm. Fixture mounted on pole DDBXD U, RTS 27 12-16F s with 20' mast arm DM19AS/D ARM 19/20FT DDBXD Lithonia Lighting DSX2 LED P7 40K TFTM LED 1 DSX2_LED_P7_4 45935 0.9 398 DSX2 LED P7 40K TFTM MVOLT • 480 DDBXD OK_TFTM_MVOLT .ies Lithonia Lighting KAX2 LED P1 40K R5 480 LED 1 KAX2 _ LED _P1_4 28638 0.9 200 KAX2 LED P1 40K R5 with tilt RPA TILT DDBXD, KAM OK_R5_MVOLT.ie arm. Fixture mounted on pole DDBXD U, RTS 27 12- s with 20' mast arm . 16F DM19AS/D ARM 19/20FT DDBXD Notes: 1. ALL POLE MOUNTED LIGHTS SHALL BE MOUNTED TO A 36" CONCRETE POLE BASE WITH THE EXCEPTION OF FIXTURE TYPES OM, ON & OMR WHICH ARE MOUNTED TO A 72" CONCRETE POLE BASE. REFER TO DETAILS 2/E-301 & 3/E-301 FOR ADDITIONAL INFORMATION. 2. ALL BUILDING MOUNTED FIXTURES SHALL BE MOUNTED 35'-0" ABOVE FINISHED GRADE UNLESS NOTED OTHERWISE ON PLANS. REFER TO ARCHITECT'S ELEVATIONS FOR EXACT LOCATIONS. LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURER CATALOG NO. LAMPS NOTES B 2' X 4', LENSED, RECESSED LED TROFFER, WITH LITHONIA 2RTL4-48L-EZ1-LP835 N80 LED SHALLOW HOUSING, SPECIFICATION GRADE, COLOR TEMP: 3500K GRID TYPE. LUMENS: 4786 INPUT WATTS: 47W BF 2' X 4% LENSED, RECESSED LED TROFFER, WITH LITHONIA 2RTL4-48L-EZ1-LP835 N80 DGA24 LED SHALLOW HOUSING, SPECIFICATION GRADE, COLOR TEMP: 3500K FLANGE TYPE. LUMENS: 4786 INPUT WATTS: 47W B1 2' X 2', LENSED, RECESSED LED TROFFER, WITH LITHONIA 2RTL2-20L-EZ1-LP835 N80 LED SHALLOW HOUSING, SPECIFICATION GRADE, COLOR TEMP: 3500K GRID TYPE. LUMENS: 4786 INPUT WATTS: 47W C 4', LED LENSED STRIPLIGHT LITHONIA ZL1 N L48 5000LM FST MVOLT 35K 80CRI WH HC36 NPP16D LED CHAIN HUNG TO 96" AFF COLOR TEMP: 3500K TYPE C SHALL HAVE 1400 LUMENS: 4725 LUMEN INVERTER INPUT WATTS: 34W C2 4', LED LENSED STRIPLIGHT LITHONIA CLX L48 5000LM HEF FDL MVOLT EZ1 40K 80CRI XAD WH LED COLOR TEMP: 4000K LUMENS: 5332 INPUT WATTS: 32W C4 4', LED LENSED STRIPLIGHT LITHONIA ZL1 N L48 5000LM FST MVOLT 35K 80CRI WH NPP16D LED STAGGER FIXTURES COLOR TEMP: 3500K LUMENS: 4725 INPUT WATTS: 34W LED OPEN DOWNLIGHT, ARCHITECTURAL GOTHAM EVO SQ 35/20 6AR LSS 277 EZ10 TRW NPS80EZ LED D GRADE, CLEAR REFLECTOR, TRIM RING. COLOR TEMP: 3500K LUIVIEIJS: ZU50 INPUT WATTS: 24W LED LENSED WALL WASHER, ARCHITECTURAL GOTHAM EVO SQLW 35/25 6AR LSS 277 EZ10 TRW NPS80EZ LED D1 GRADE, CLEAR REFLECTOR, TRIM RING. COLOR TEMP: 3500K LUMENS:1516 INPUT WATTS: 37W LED OPEN DOWNLIGHT, ARCHITECTURAL GOTHAM EVO SQ 35/35 6AR LSS 277 EZ10 TRW NPS80EZ LED D2 GRADE, CLEAR REFLECTOR, TRIM RING. COLOR TEMP: 3500K LUMENS: 3591 INPUT WATTS: 42W LED OPEN DOWNLIGHT, ARCHITECTURAL GOTHAM EVO SQ 35/25 6AR LSS 277 EZ10 TRW NPS80EZ LED D3 GRADE, CLEAR REFLECTOR, TRIM RING. COLOR TEMP: 3500K LUMENS: 2612 INPUT WATTS: 30W E 6 VOLT TWIN -HEAD BATTERY LIGHT, SURFACE LITHONIA ELM2 INCLUDED MOUNTED. CEILING FAN BY DIV 23 PF F1 4', LED UNDERCABINET LIGHT WITH WHITE LITHONIA UCEL 481N 35K 9CRI WH LED DIFFUSER. COLOR TEMP: 3500K LUMENS: 1603 INPUT WATTS: 19.5W F2 CUSTOM PATTERN LED STRIP LIGHT ALIGHT D3-CP-LH-35-U-HE-F-D-Q LED ARCH TO SPECIFY FINISH COLOR TEMP: 3500K LUMENS:1762LM/FT INPUT WATTS: IOW/FT F4 4', LED WALL FIXTURE WITH ACRYLIC LENS, LITHONIA WL4-40L-EX1-LP85-N100-NES7-DIM50 LED TYPE F4E SHALL HAVE 1400 IN 1 EGRAL IR QCCUPANCY SENSOR COOL OOn T�nnn. 9C/10K IiVLVf\ ICIVIr. JJV Vf\ LUIMIE `I 11NVERTGR ��-��������\��\ LUMENS:4214 INPUT WATTS: 40W G 4' LED DIRECT/INDIRECT PENDANT WITH LENS PEERLESS 10CRM4L LLP MSL4 80CRI SSH 35K 170OLMF LED 70OLMF MIN1 NLIGHT ZT 277 F1/24A C210 MCS COLOR TEMP: 3500K LUMENS: 5600 INPUT WATTS: 49W H EXTERIOR EGRESS LED WALLPACK, INTEGRAL LITHONIA TWH-LED-10C-1000-40K-T3M-MVOLT-PE-DDBXD LED PHOTOCELL. COLOR TEMP: 5000K LUMENS: 3398 INPUT WATTS: 39W HX EXTERIOR EGRESS LED WALLPACK, INTEGRAL LITHONIA WSTLED 21OA700/50K SR3 277 PE E7WH DDBXD LED PHOTOCELL. COLOR TEMP: 5000K LUMENS: 4028 INPUT WATTS: 47W J LED WALL BRACKET WITH FIR SENSOR LITHONIA FMMCL 840 FIR LED COLOR TEMP: 4000K LUMENS: 575 INPUT WATTS:10AW L1 4' SLOT LED DIRECT/INDIRECT FLUSHMOUNT MARK LED WITH LENS SL4L-LOP-4'-FLP-TG-80CRI-35K-1000LMF-2DL-S80CRI-S35K-MIN1-277-ZT COLOR TEMP: 3500K LUMENS: 4000 INPUT WATTS: 40W N LED LENSED HIGH -BAY FIXTURE WITH WHITE LITHONIA IBG 24000LM HEF AFL GND HVOLT OZ10 40K 70CRI WH LED MOTION SENSOR SHALL BE FINISH, NETWORK CONTROLS AND RELOC OCS277-20-W MS16XADL DSCXADL IBAC12OM20 COLOR TEMP: 4000K SET TO DIM TO 10% AFTER NO WHIP. LUMENS: 18478 INPUT 84 OCCUPANCY FOR 7 MIN., FULL WATTS:: "OFF" AFTER NO OCCUPANCY FOR 30 MINUTES. N1 LED LENSED HIGH -BAY FIXTURE WITH WHITE LITHONIA IBG 24000LM HEF AFL ND HVOLT OZ10 40K 70CRI WH LED MOTION SENSOR SHALL BE FINISH, NETWORK CONTROLS AND RELOC OCS277-20-W MS16XADL DSCXADL IBAC12OM20 COLOR TEMP: 4000K SET TO DIM TO 10% AFTER NO WHIP. LUMENS: 18478 INPUT OCCUPANCY FOR 7 MIN., FULL WATTS:143W "OFF" AFTER NO OCCUPANCY FOR 30 MINUTES. X1 LED EXIT SIGN WITH POLYCARBONATE LITHONIA LQM S W 3 R 120/277 EL N LED HOUSING, RED LETTERS. INPUT WATTS: 1W NOTE: ALL LIGHTING FIXTURES, LIGHTING CONTROLS AND MODULAR WIRING SYSTEMS (RELOC) SHALL BE SPECIAL PURPOSE ITEMS AND ORDERED/PURCHASED THROUGH THE HOME DEPOT NATIONAL ACCOUNT. CONTACT: Dave Garza PHONE: (770) 860-3215 EMAIL: dave.garza@acuitybrands.com ELECTRICAL CONTRACTOR SHALL INCLUDE IN HIS SCOPE ALL WAREHOUSE LIGHTING CONTROLS. LIGHTING CONTROLS TO BE ACUITY XPOINT-WIRELESS. CONTRACTOR SHALL INCLUDE ALL REQUIRED XPOINT WIRELESS BRIDGES, SENSORS, SENSOR INTERFACES, nLIGHT ECLYPSE CONTROLLER, nLIGHT PRESET WALL STATIONS, nLIGHT BRIDGES, SENSORVIEW SOFTWARE AND LABOR FOR INSTALLATION OF ALL LIGHTING CONTROL COMPONENTS AND PROGRAMMING. ELECTRICAL CONTRACTOR SHALL CONTACT ACUITY LIGHTING REPRESENTATIVE NOTED ABOVE FOR PRICING. OCCUPANCY SENSOR SCHEDULE DESCRIPTION SYMBOL SENSOR SWITCH UNOBSTRUCTED MOUNTING TIME MODEL NUMBER RATED DELAY COVERAGE PASSIVE INFRARED $R WSX 300 SF WALL 20 MIN. SWITCH PASSIVE INFRARED $R2 WSX-2P-FAN 300 SF WALL 20 MIN. SWITCH (2-POLE) PASSIVE INFRARED $R WSX-D 300 SF WALL 20 MIN. DIMMER DUAL CM-PDT-9 1200 SF CEILING 20 MIN. TECHNOLOGY AREA SENSOR NOTES: 1. CEILING SENSORS REQUIRE POWER PACK. (INSTALL IN ACCESSIBLE LOCATION) 2. ALL WALL MOUNTED SENSORS SHALL HAVE IVORY FINISH. ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION HEIGHT / $3/ $4 SINGLE POLE SINGLE THROW / THREE-WAY / FOUR-WAY TOGGLE SWITCH (NOTE L-1, NOTE L-7) 46" $M/ $K/ $T MOTOR RATED SWITCH / KEYED SWITCH / TIMER SWITCH 46" �/ $3 DIMMER SWITCH (NOTE L-1) /THREE-WAY DIMMER SWITCH (NOTE L-1) 461t CC PUSH BUTTON SCENE CONTROLLER (NOTE L-1) 46" m i irn Y/ W/ �p SINGLE / DUPLEX / QUAD RECEPTACLE OUTLET (NOTE L-1) 18" / = [P GFCI DUPLEX / GFCI DUPLEX ABOVE COUNTER / GFCI QUAD RECEPTACLE (NOTE L-1) 18"AY DUPL X / UAD / GFCI UAD REC PT CLE OUT ET' ABOVE COUNT R MOUNTED NOT L 1 43" 1 (PC/ �C/�C SINGLE / DUPLEX / QUAD RECEPTACLE OUTLET (NOTE L-1) TO BE CONTROLLED BY LOCAL OCCUPANCY SENSOR ;180 E E L U Cp (T AC I I DUPLEX RECEPTACLE OUTLET WITH (2) DC USB CHARGING PORTS / ABOVE COUNTER 18"AY PApAC DUPLEX GF PROTECTED RECEPTACLE OUTLET WITH (2) DC USB CHARGING PORTS / ABOVE COUNTER 1811AY SPECIAL PURPOSE RECEPTACLE OUTLET, NEMA CONFIGURATION TO MATCH PLUG. (NOTE L-1) 18" SPLIT WIRED DUPLEX RECEPTACLE. ONE RECEPTACLE SHALL BE CONTROLLED (NOTE L-1) WHERE USED TO CONSERVE ENERGY, RECEPTACLE SHALL BE SUITABLY MARKED PER NEC REQUIREMENTS. 181, ®/®/Q DUPLEX RECEPTACLE OUTLET, CEILING MOUNTED / FLOOR MOUNTED / CLOCK (WALL RECESSED) MULTI -OUTLET ASSEMBLY WITH OUTLETS ON CENTERS AS INDICATED IN NOTES OR SPECIFICATIONS MOUNT 6" ABOVE COUNTER OR AS INDICATED ® n FIPP-PATPr) POI<P-THPI I npwir.p QJ /Q/0 JUNCTION BOX, CEILING / WALL / FLOOR MOUNTED, x-1,3,5 ARROWHEAD INDICATES HOMERUN. X-1,3,5 ADJACENT TO HOMERUN ARROWHEADS INDICATES HOMERUN TO PANEL X CIRCUIT NUMBERS 1 A AND 5. 375 INDICATES CIRCUIT CONTINUATION OF CIRCUITS 3 AND 5 OF PANEL X. MARKS ACROSS RACEWAY SYMBOLS INDICATE THE NUMBER OF #12 CONDUCTORS (2 PHASE, 1 NEUTRAL) UNLESS OTHERWISE NOTED. NO MARKS INDICATES TWO #12 CONDUCTORS. EQUIPMENT GROUNDING CONDUCTORS ARE "JOT INDICATED BY MARKS. RACEWAY/CABLE CONCEALED IN WALL AND/OR ABOVE CEILING RACEWAY CONCEALED BELOW GRADE OR IN -SLAB RACEWAY/CABLE CONCEALED IN WALL AND/OR ABOVE CEILING - EMERGENCY CIRCUIT RACEWAY INSTALLED EXPOSED GROUNDING CONNECTION (SYSTEM AND/OR EQUIPMENT) Imo- CONDUIT TURNING UP/DOWN CONDUIT STUB. TERMINATE IN INSULATED BUSHING OR CAP IF UNDERGROUND O� �O LIGHTING FIXTURE, 2X4, 1X4, 2X2 LIGHTING FIXTURE, 2X4,1X4, 2X2 - PROVIDING EMERGENCY ILLUMINATION LIGHTING FIXTURE RECESSED / SURFACE MOUNTED / OVERHEADIWALL MOUNTED / / ! EMERGENCY LIGHTING FIXTURE RECESSED / SURFACE MOUNTED / OVERHEADMALL MOUNTED STRIP FIXTURE - OVERHEAD I WALL MOUNTED Q DIRECTIONAL OR WALL WASH LIGHTING FIXTURE V LIGHT TRACK AND LIGHT TRACK FIXTURES a a •-❑ POLE MOUNTED LIGHT FIXTURE WITH ARM. SEE PLANS FOR NUMBER OF LUMINAIRES. POST TOP OR BOLLARD LIGHT FIXTURE c° n CEILINGIPENDANT MOUNTED PADDLE FAN EXIT SIGN, CEILING/WALL MOUNTED. SHADED QUADRANT INDICATES FACE(S). PROVIDE ARROWS PER PLANS. �a EMERGENCY LIGHTING FIXTURE ©/ FTC LIGHTING CONTACTOR / TIMECLOCK _ / ® PANELBOARD - WALL MOUNTED (RECESSED) / WALL MOUNTED (SURFACE) `Q\ MOTOR �60/3/3R NONFUSIBLE DISCONNECT SWITCH, RATING/POLES/NEMA ENCLOSURE �60/313R/40 FUSIBLE DISCONNECT SWITCH, RATING/POLES/NEMA ENCLOSURE/FUSE RATING ® SIZE 2/3R MAGNETIC MOTOR STARTER. NEMA SIZE RATING/ENCLOSURE (NEMA 1 IF NOT SHOWN) SIZE 2/3R A COMBINATION MAGNETIC MOTOR STARTER AND DISCONNECT MEANS, NEMA SIZE RATING/ENCLOSURE (NEMA 1 IF NOT SHOWN) FRCP / FACP FIRE ALARM CONTROL PANEL, SURFACE / RECESSED FAA FIRE ALARM ANNUNCIATOR PANEL, RECESSED %/ FV_1 TELEPHONE OUTLET, WALL MOUNTED / ABOVE COUNTER (NOTES L-1, L-2) / FLOOR MOUNTED 18"/43" 0/$/ M COMBINATION TELEPHONE/DATA OUTLET, WALL MOUNTED I ABOVE COUNTER (NOTE L-1, L-2) / FLOOR MOUNTED 18"/43' 0/$/ ❑0 DATA OUTLET, WALL MOUNTED/ABOVE COUNTER (NOTE L-1, L-2) / FLOOR MOUNTED 18"/43" &/ 0 / [E] TELEVISION OUTLET WALL MOUNTED (NOTE L-1) / CEILING MOUNTED / FLOOR MOUNTED 181, Bs / CBx TWO-WAY COMMUNICATION BASE STATION / CALL BOX 46" LEGEND NOTES L-1 MOUNTING HEIGHTS NOTED ARE TO THE CENTER OF DEVICE ABOVE FINISHED FLOOR, UNLESS NOTED OTHERWISE. L-2 STUB 3/4" CONDUIT 6" ABOVE ACCESSIBLE CEILING AND TERMINATE WITH NYLON GROMMET. L-3 WHERE FIRE ALARM VISUAL DEVICES ARE WALL -MOUNTED, THE ENTIRE LENS SHALL BE MOUNTED A MINIMUM OF 80" AFF AND NOT GREATER THAN 96" AFF. TOPS OF WALL -MOUNTED AUDIBLE -ONLY DEVICES SHALL NOT BE LESS THAN 90" AFF AND NOT LESS THAN 6" BELOW FINISHED CEILING. f , r h1 (71fib 177 t?'° eN n 12 0 C i ATE RCH FECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 °vri�►ulurauiie � m � v°o�ns m 0 r` �23 : qV� 6 inlllp1%0%%% 3 b`to 000 Jordan & Skala Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 Project Number: 1910150 Drawn By:AWO Checked By:WRB DATE DESCRIPTION 06/10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET / PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUED FOR CONSTRUCTION 02/26/20 CHANGE BULLETIN #1 BUILT -TO -SUIT FOR 360 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING IVVI T H EACH PHASE OF HIS VVVRK. �PROJECT NO 10/30/19 2019-047 ELECTRICAL NOTES & SCHEDULES E=001 SCHEDULE OF FEEDERS & SERVICES r-CCUCl/Service Descripti0II Number of Runs ConductorSiZe 1iUnuull Diameter (in) Calculated Fault Value Designation Equipment Served Conductor Ampacit (Amps) Copper or Aluminum Phase Conductor Neutral Conductor Equipment Ground S A 00 MSA 2000 CU 5 sets 3 # 600 1 # 600 4 29,940 F A 01 HA1 230 AL 1 set 3 # 750 1 # 750 1 # 3/0 4 6,368 F A 02 DT-LA1 50 CU 1 set 3 # 8 1 # 10 MC 1,706 F A 03 LAI 100 CU 1 set 3# 3 1# 3 1# 8 MC 1,657 F A 04 HA2 230 AL 1 set 3 # 300 1 # 300 1 # 2 1 3 1 18.129 F A 05 DT-LA2 70 CU 1 set 3 # 4 1 # 8 MC 2,833 F A 06 LA2 150 CU 1 set 3 # 1/0 1 # 1/0 1 # 6 MC 2,760 F A 07 HA3 410 AL 2 sets 3 # 350 1 # 350 1 # 2/0 4 11,704 F A 08 DT-LA3 70 CU 1 set 3 # 4 1 # 8 MC 2,731 F A 09 LA3 _ 150 CU 1 set 3 # 1/0 1 # 1/0 1 # 6 MC 2,663 F A 10 HAO 410 AL 2 sets 3 # 500 1 # 500 1 # 3/0 4 10,917 F A 11 DT-LAO 130 CU 1 set 3 # 1 1 # 6 MC 3,107 F A 12 LAO 255 CU 1 set 3 # 250 1 # 250 1 # 2 MC 3,059 F A 13 HA4 _ 230 AL 1 set 3 # 750 1 # 750 1 # 3/0 _ 4 8,270 F A 14 DT-LA4 _ 50 CU 1 set 3 # 8 1 # 10 MC 1,753 F A 15 LA4 100 CU 1 set 3# 3 1# 3 1# 8 MC 1,701 F A 16 HA5 230 AL 1 set 3 # 750 1 # 750 1 # 3/0 4 8,318 F A 17 DT-LA5 50 CU 1 set 3 # 8 ( 1 # 10 MC 1,754 F A 18 LA5 100 CU 1 set 3 # 3 1 # 3 ( 1 # 8 MC 1,702 F A 19 HAPH 100 CU 1 set 3 # 300 1 # 300 1 # 1/0 4 5,882 F A 20 DT-LAPH 30 CU 1 set 3 # 10 1 # 10 MC 643 F A 21 LAPH 50 CU 1 set 3# 8 1# 8 1# 8 MC 622 F A 22 ATS-EA 205 AL 1 set 3 # 250 1 # 250 1 # 4 3 14,911 F A 23 EHA1 205 AL 1 set 3 # 250 1 # 250 1 # 4 3 14,277 F A 24 DT-ELA1 30 CU 1 set 3 # 10 1 # 10 MC 662 F A 25 ELA1 60 CU 1 set 3# 6 1# 6 1# 8 MC 647 F A 26 BCl - #VALUE! F A 27 SBDPA 310 AL 1 set 3 # 500 1 # 500 1 # 2 4 26,914 F A 28 DT-S132 130 CU 1 set 3# 1 I 1# 6 2 2,702 F A 29 S132 255 CU 1 set 3 # 250 1 # 250 1 # 2 MC 2,613 F A 30 UPS 100 CU 1 set 2# 3 1# 3 1# 8 MC 1,746 _ S F A 32 S131 130 CU 1 set 3# 1 1# 1 1# 6 1 1/2 1,843 F A 35 SB3 60 CU 1 set 34 6 1# 6 1# 8 MC 581 F A 36 DT-SB4 50 CU 1 set 3# 2 1# 2 1 1/2 1,335 F A 37 S134 100 CU 1 set 3# 3 I 1# 3 I 1# 8 MC_ 1.305 F A 38 DT-S135 30 CU 1 set 3 # 3I 1 # 2 1 494 F A 39 S135 60 CU 1 set 3# 6 14 6 1# 8 MC _ 486 F A 40 DT-S136 50 CU 1 set 3 # 2 - 1 # 4 1 1/4 1,404 F A 41 S136 100 CU 1 set 3# 3 1# 3 1# 8 MC 1,371 F A 44 EHA2 205 AL 1 set 3 # 250 1 # 250 1 # 4 3 3,928 S A 45 ATS-SE 855 CU 3 sets 3 # 300 1 # 300 1 # 1/0 3 28,788 S A 46 ATS-EA 150 CU 1 set 3 # 1/0 1 # 1/0 1 # 6 2 15,914 F A 49 ATS-SE 2000 CU 5 sets 3 # 600 1 # 600 1 # 250 4 29,598 F A 50 ATS-SA 310 CU 1 set _ 3 # 350 1 # 350 1 # 4 3 28,384 S A 51 ATS-SA _ 310 CU 1 set 3 # 350 1 # 350 1 # 4 3 23,341 - (� #VALUE! _ #VALUE! #VALUE! KEY: "CU" - COPPER "AL" - ALUMINUM NOTES: COPPER OR ALUMINUM REFERS TO ALL CONDUCTORS (PHASE, NEUTRAL, AND GROUND) I R/A� N40F'URIVICR SCHCDULC XFMR. SIZE (KVA) VOLTAGE CONFIGURATION GROUNDING ELECTRODE NOTES PRI. SEC. PRI. SEC. T1 15.0 480V/30 208V/30 3V DELTA 30 WYE #8 Cu T2 30.0 480V/30 208V130 30 DELTA 30 WYE #8 CU T3 45.0 480V/30 208V/30 30 DELTA 3V WYE #6 CU T4 75.0 480V/30 208V/30 30 DELTA 3V WYE #2 CU 30 DELTA 3V WYE INOTE: FLOOR MOUNTED EQUIPMENT SHALL HAVE 3" CONCRETE HOUSEKEEPING PAD. I L �11- _1 7 L 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 'roject Number: 1910150 )rnwn Rv,AWh rh PrkPA Rv°WRR 30% REVIEW SET 50% REVIEW SET PRICING SET / PROGRESS SET 95% REVIEW SET PERMIT SET ISSUED FOR CONSTRUCTION CHANGE BULLETIN #1 BUILT -TO -SUIT FOR 60 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 CNINIELL P R 0 P E R T I E S THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. 0` PROJECT NO 7!!!10/3011912019- 047 ELECTRICAL ONE -LINE DIAGRAM E=002 (7 1 1 1 5.0 PANELBOARD SCHEDULE - "LA1"L� Ul= MAIN: 100A MCB VOLTAGE: 208/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 1,657 CKT BKR TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP CKT # TYPE POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE # 1 20/1 RECEPT SAW B5 1.2 0.4 RECEPT OH DOOR 20/1 2 3 20/1 RECEPT-SAW B7 1.2 SPACE 4 5 20/1 RECEPT COLUMN B8 0.2 SPACE 6 7 20/1 RECEPT-COLUMN B10 0.4 SPACE 8 9 20/1 RECEPT-COLUMN 612 0.4 SPACE 10 11 20/1 RECEPT-COLUMN B14 0.2 1.2 GENERATOR BATTERY CHRGR 20/1 12 13 20/1 RECEPT COLUMN B16 0.2 2.5 GENERATOR JACKET HTR 30/2 14 15 20/1 RECEPT SERVICE 0.5 16 17 20/1 RECEPT SAW E5 1.2 SPACE 18 19 20/1 RECEPT SAW E7 1.2 SPACE 20 21 20/1 AIR DRYER 1.2 SPACE 22 23 20/1 REC SERVICE 0.2 SPACE 24 SPACE 26 27 20/1 RECEPT-COLUMN B6 0.7 SPACE 28 29 20/1 RECEPT-COLUMN B6 0.7 1.0 BATTERY CHARGER BUTTON 20/1 30 - 0.3 EF-10 15/2 32 33 WL A7,A8,A9,10 SPARE 20/1 34 35 SPACE SPARE 20/1 36 37 SPACE SPARE 20/1 38 39 SPACE SPARE 20/1 40 41 SPACE SPARE 20/1 42 LIGHTING (KVA): 0.0 0.0 3.6 6.0 0.0 0.0 0.0 0.0 0.0 0.4 0.3 0.0 0.0 0.0 4.7 CONNECTED LOAD (KVA): 15.0 RECEPTACLES (KVA): 4.0 DEMAND LOAD (KVA): 15.0 MOTORS (KVA): 6.3 PHASE A 6 52.9 A/C (KVA): 0.0 PHASE B 4 33.5 CONNECTED LOAD (AMPS): 41.7 HEATING (KVA): 0.0 PHASE C 5 38.8 DEMAND LOAD (AMPS): 41.7 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 4.7 AMPACITY REQUIRED: 41.1 NOTES: OVERCUR BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15, PANELBOARD SCHEDULE - "LA4" MAIN: 100A MCB VOLTAGE: 208/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 1,701 CKT T RiP LOAD (KVA) PHASE LOAD (KVA) TRIP CKT # POLE DESCRIPTION LTG REC MTR A/C HTG KIT MIS JA B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE # 1 20/1 RECEPT-OH DOOR 0.4 0.2 RECEPT-SERVICE 20/1 2 3 20/1 RECEPT-OH DOOR 0.4 0.2 RECEPT-SERVICE 20/1 4 5 SPACE 1.2 AIR COMP DRYER 20/1 6 7 20/1 EF-11 0.7 SPACE 8 9 20/1 RECEPT-MAINT. CAGE 1.2 1.2 GENERATOR BATTERY CHRGR 20/1 10 11 20/1 RECEPT-MAINT. CAGE 1.2 2.5 GENERATOR JACKET HTR 30/2 12 13 20/1 RECEPT-MAINT. CAGE 1.2 2.5 ---- -- 14 15 20/1 RECEPT-BATTERY CHARGING 0.2 0.2 RECEPT-COLUMN H8 20/1 16 17 SPACE 0.2 RECEPT-COLUMN H10 20/1 18 19 SPACE 0.2 RECEPT-COLUMN H12 20/1 20 21 SPACE 0.2 RECEPT-COLUMN H14 20/1 22 23 SPACE 0.2 RECEPT-COLUMN H16 20/1 24 25 SPACE SPACE 26 27 SPACE SPACE 28 29 SPACE SPACE 30 31 20/1 WL-A14,A15,A16 0.7 SPACE 32 33 20/1 WL-A17,A18,A19 0.7 SPARE 20/1 34 35 SPACE SPARE 20/1 36 37 SPACE SPARE 20/1 38 39 SPACE SPARE 20/1 40 41 SPACE SPARE 20/1 42 LIGHTING (KVA): 0.0 0.0 4.6 2.1 0.0 0.0 0.0 0.0 0.0 1.3 0.0 0.0 0.0 0.0 7.4 CONNECTED LOAD (KVA): 15.4 RECEPTACLES (KVA): 5.9 DEMAND LOAD (KVA): 15.4 MOTORS (KVA): 2.1 PHASE A 6 48.8 A/C (KVA): 0.0 PHASE B 4 35.5 CONNECTED LOAD (AMPS): 42.7 HEATING (KVA): 0.0 PHASE C 5 43.8 DEMAND LOAD (AMPS): 42.7 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 7.4 AMPACITY REQUIRED: 42.7 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. PANELBOARD SCHEDULE - "LA6" MAIN: 100A MCB VOLTAGE: 208/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 1,661 CKT BKR TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP CKT # TYPE POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE # 1 20/1 RECEPT-OH DOOR 0.4 0.8 WL-A18,A19,A20 20/1 2 3 20/1 RECEPT-OH DOOR 0.4 0.8 WL-A21,A22,A23 20/1 4 5 20/1 EF-2 0.5 SPACE 6 7 GFCI 20/1 RECEPT WTR COOLER 0.4 2.1 WH-7 25/2 8 9 20/1 RECEPT REMOTE RESTROOM 0.4 2.1 -- -- 10 11 GFCI 20/1 RECEPT WTR COOLER 0.4 2.1 WH-8 25/2 12 13 20/1 RECEPT REMOTE RESTROOM 0.4 2.1 -- -- 14 15 20/1 EF-1 0.5 1.2 FIRE PUMP BATT. CHGR 20/1 16 17 20/1 RECEPT-OH DOOR 0.4 2.5 FIRE PUMP JACKET HTR 30/2 18 19 20/1 RECEPT-FIRE PUMP RM 0.2 2.5 ---- -- 20 21 20/1 EF-4 0.7 2.1 WH-2 25/2 22 23 20/1 WL-1 0.2 2.1 -- -- 24 25 SPACE 2.1 WH-3 25/2 26 27 SPACE 2.1 28 29 SPACE SPACE 30 31 SPACE SPARE 20/1 32 33 SPACE SPARE 20/1 34 35 SPACE SPARE 20/1 36 37 SPACE SPARE 20/1 38 39 SPACE SPARE 20/1 40 41 SPACE SPARE 20/1 42 LIGHTING (KVA): 0.0 0.0 3.0 1.9 0.0 0.0 0.0 0.0 0.0 0.0 1.6 0.0 0.0 0.0 23.0 CONNECTED LOAD (KVA): 29.5 RECEPTACLES (KVA): 3.0 DEMAND LOAD (KVA); 29.5 MOTORS (KVA): 3.5 PHASE A 11 91.7 A/C (KVA): 0.0 PHASE B 10 85.8 CONNECTED LOAD (AMPS): 81.9 HEATING (KVA): 0.0 PHASE C 8 68.3 DEMAND LOAD (AMPS): 81.9 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 23.0 AMPACITY REQUIRED: 81.9 NOTES: OVERCUR BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. PANELBOARD SCHEDULE - "LA2" MAIN: 150A MCB VOLTAGE: 208/120 PHASE:3 WIRE: 4 MOUNTING: SURFACE AIC: 2,760 CKT BKR TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP BKR CKT # TYPE POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE TYPE # 1 20/1 REC -DOCK FAN/LT 0.1 1.1 2.1 WHE-2A 25/2 2 3 20/1 REC -DOCK FAN/LT 0.1 1.1 2.1 ---- -- 4 5 20/1 REC -DOCK FAN/LT 0.1 1.1 2.1 WHE-2B 25/2 6 7 20/1 REC -REMOTE OFFICE 0.7 2.1 - -- -- 8 9 GFCI 20/1 REC -WATER COOLER 0.4 2.1 WHE-2C 25/2 10 11 20/1 REC -REMOTE RR/EF-9 0.2 0.1 2.1 ---- -- 12 13 20/1 REC -SERVICE 0.2 0.5 EF-2 20/1 14 15 40/2 AC-1/CU-1 3.3 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 16 17 -- ---- 3.3 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 18 19 ZO/1 RECEPT-COLUMN B18 0.2 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 20 21 20/1 RECEPT-COLUMN B20 0.2 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 22 23 20/1 RECEPT-COLUMN B22 0.2 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 24 25 GFCI 20/1 RECEPT-BLOCK HEATER 1.5 1,5 RECEPT-BLOCK HEATER 20/1 GFCI 26 27 GFCI 20/1 RECEPT-BLOCK HEATER 1.5 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 28 29 SPACE 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 30 31 20/1 WL-A1,A2,A3 0.7 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 32 33 SPACE 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 34 35 GFCI 20/1 RECEPT-BLOCK HEATER 1.5 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 36 37 GFCI 20/1 RECEPT-BLOCK HEATER 1.5 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 38 39 GFCI 20/1 RECEPT-BLOCK HEATER 1.5 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 40 41 GFCI 20/1 RECEPT 1.5 HEATER 1.5 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 42 LIGHTING (KVA): 0.3 0.3 11.7 3.4 6.7 0.0 0.0 21.0 0.5 0.0 12.3 0.0 0.0 CONNECTED LOAD (KVA): 55.9 RECEPTACLES (KVA): 32.7 DEMAND LOAD (KVA): 44.5 MOTORS (KVA): 3.9 PHASE A 17 138.6 A/C (KVA): 6.7 PHASE B 20 164.2 CONNECTED LOAD (AMPS): 155.1 HEATING (KVA): 12.3 PHASE C 20 162.8 DEMAND LOAD (AMPS): 123.5 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 0.0 AMPACITY REQUIRED: 123.7 NOTES: OVERCUR BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. PANELBOARD SCHEDULE - "LA5" MAIN: 100A MCB VOLTAGE: 208/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 1,702 CKT TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP CKT # POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE # 1 20/1 RECEPT-OH DOOR 0.4 SPACE 2 3 20/1 RECEPT-OH DOOR 0.4 SPACE 4 5 20/1 RECEPT-COLUMN H4 0.4 SPACE 6 7 20/1 RECEPT-COLUMN H6 0.4 SPACE 8 9 20/1 RECEPT-SERVICE 0.2 SPACE 10 11 SPACE SPACE 12 13 SPACE SPACE 14 15 SPACE SPACE 16 17 SPACE SPACE 18 19 SPACE SPACE 20 21 SPACE SPACE 22 23 SPACE - SPACE 24 25 SPACE SPACE 26 27 SPACE SPACE 28 29 SPACE SPACE 30 31 20/1 WL-A20,A21,A22 0.7 SPACE 32 33 SPACE SPARE 20/1 34 35 SPACE SPARE 20/1 36 37 SPACE SPARE 20/1 38 39 SPACE SPARE 20/1 40 41 SPACE SPARE ZO/1 42 LIGHTING (KVA): 0.0 0.0 1.8 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 CONNECTED LOAD (KVA): 2.5 RECEPTACLES (KVA): 1.8 DEMAND LOAD (KVA): 2.5 MOTORS (KVA): 0.7 PHASE A 2 12.7 A/C (KVA): 0.0 PHASE B 1 4.8 CONNECTED LOAD (AMPS): 6.9 HEATING (KVA): 0.0 PHASE C 0 3.3 DEMAND LOAD (AMPS): 6.9 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 0.0 AMPACITY REQUIRED: 6.9 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. DISTRIBUTION PANEL SCHEDULE - "BC1" MAIN: 800A MLO VOLTAGE: 480/277 PHASE: 3 WIRE: 4 MTG: FLOOR AIC: CKT OVERCURRENT DEVICE LOAD (KVA) PHASE # FRAME TRIP FUSE POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C 1 60A 30A 3 BATTERY CHARGER RECEPT 5.0 2 60A 30A 3 BATTERY CHARGER RECEPT 5.0 3 60A 30A 3 BATTERY CHARGER RECEPT 5.0 4 60A 30A 3 BATTERY CHARGER RECEPT 5.0 5 60A 30A 3 SPACE 6 60A 3 SPACE 7 60A 3 SPACE 8 60A 3 SPACE 9 60A 3 SPACE 10 60A 3 SPACE 0.0 0.0 0.0 0.0 0.0 0.0 59.8 CONNECTED LOAD (KVA): 59.8 DEMAND LOAD (KVA): 59.8 PHASE A 72.0 19.9 PHASE B 72.0 19.9 CONNECTED LOAD (AMPS) 72.0 PHASE C 72.0 19.9 DEMAND LOAD (AMPS): 72.0 AMPS KVA AMPACITY REQUIRED: 72.0 NOTES: FOR ANY BREAKER 1200A OR HIGHER, AN ARC -ENERGY REDUCING SWITCH SHALL BE PROVIDED, OR A PLACARD STATING "WHEN WORKING WITHIN THE ARC -FLASH BOUNDARY, BREAKER INSTANTANEOUS SETTING SHOULD BE MINIMIZED FOR ARC -ENERGY REDUCTION PURPOSES. ORIGINAL SETTING SHALL BE RESTORED UPON WORK COMPLETION". PANELBOARD SCHEDULE - "LA3" MAIN: 150A MCB VOLTAGE: 2(i8/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 2,663 CKT TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP CKT # POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE # 1 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-SERVICE 20/1 2 3 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-COLUMN H18 20/1 4 5 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-COLUMN H2O 20/1 6 7 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-COLUMN H22 20/1 8 9 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-SERVICE 20/1 10 11 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 12 13 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 14 15 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 16 17 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 18 19 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 20 21 SPACE SPACE 22 23 SPACE SPACE 24 25 20/1 RECEPT-OH DOOR 0.4 I SPACE 26 27 20/1 RECEPT-OH DOOR 0.4 SPACE 28 29 20/1 RECEPT-OH DOOR 0.4 SPACE 30 ff SPACE32 PUBLISH RECEPT-DOCK FAN/LT 0.1 1.1 I SPARE 20/1 34 35 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPARE 20/1 36 37 20/1 RECEPT -DOCK FAN/LT 0.1 1.1 SPARE 20/1 38 SPARE 20/ 1 40 41 SPACE SPARE 20/1 42 LIGHTING (KVA): 1.3 1.3 1.2 15.0 0.0 0.0 0.0 0.0 0.0 0.9 0.0 0.0 0.0 0.0 0.0 CONNECTED LOAD (KVA): 18.4 RECEPTACLES (KVA): 2.1 DEMAND LOAD (KVA): 18.4 MOTORS (KVA): 15.0 PHASE A 7 62.3 A/C (KVA): 0.0 PHASE B 6 46.3 CONNECTED LOAD (AMPS): 51.1 HEATING (KVA): 0.0 PHASE C 5 44.8 DEMAND LOAD (AMPS): 51.1 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 0.0 AMPACITY REQUIRED: 52.0 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. PANELBOARD SCHEDULE �- "LAO" MAIN: 250A MCB VOLTAGE: 208/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 3,059 CKT BKR TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP BKR CKT # TYPE POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE TYPE # 1 20/1 REC -DRIVERS/EF-3 0.9 0.1 1.7 RTU-4 25/2 2 3 20/1 EF-4 0.5 1.7 --- -- 4 5 20/1 EF-5 0.5 2.3 WHE-1 30/2 6 7 20/1 EF-6 0.5 2.3 --- -- 8 Q 2(1/1 EF-7 �.7 i n nni i ni inr nnnni nnir nn inrni I.V UNLLCi ICE IYIHVrIIIVC LU/ I Url,l IU 11 20/1 EF-8 0.5 ' 1.0 GALLEY REFRIGERATOR 20/1 GFCI 12 13 20/1 PF-A1,A2,A3,A4 0.4 1.0 GALLEY REFRIGERATOR 20/1 GFCI 14 15 20/1 HWRP-1 0.2 0.7 GALLEY VENDING 20/1 GFCI 16 17 20/1 DRIVER VENDING 1.0 0.7 GALLEY VENDING 20/1 GFCI 18 19 20/1 DRIVER VENDING 1.0 _ 0.7 GALLEY VENDING 20/1 GFCI 20 21 20/1 DRIVER VENDING 1,0 1.0 GALLEY MICROWAVE 20/1 22 23 20/1 DRIVER VENDING 1.0 1.0 GALLEY MICROWAVE 20/1 24 25 20/1 REC -GALLEY CONU. 0.7 1.0 GALLEY MICROWAVE 20/1 26 27 GFCI 20/1 GALLEY ICE MACHINE 1.0 1.0 GALLEY MICROWAVE 20/1 28 29 GFCI 20/1 GALLEY REFRIGERATOR 1.0 1.0 GALLEY MICROWAVE 20/1 30 31 20/1 GALLEY MICROWAVE 1.0 1.0 GALLEY MICROWAVE 20/1 32 33 20/1 GALLEY MICROWAVE 1.0 0.4 REC -GALLEY CONV. 34 35 20/1 GALLEY MICROWAVE 1.0 0.7 REC - RESTROOM 20/1 36 37 20/1 GALLEY MICROWAVE 1.0 0.8 REC - WATERCOOLER 20/1 GFCI 38 39 20/1 GALLEY MICROWAVE 1.0 1.1 REC - RESTROOM 20/1 40 41 20/1 GALLEY MICROWAVE 1.0 0.9 REC - BREAKROOM 20/1 42 SECTION 2 SECTION 2 43 ZO/1 REC - BREAKROOM 0.7 1.2 REC -COFFEE BAR 20/1 44 45 20/1 REC -RTU/OPEN OFFICE 1.1 1.2 REC -COFFEE BAR 20/1 46 47 2011 REC -MAIN CORRIDOR 0.9 1.2 REC -COFFEE BAR 20/1 48 49 20/1 REC -CONFERENCE ROOM 0.7 0.7 REC - BREAKROOM FLRBOX 20/1 50 51 20/1 REC -OFFICE 0.5 0.7 REC - BREAKROOM FLRBOX 20/1 52 SPACE 54 55 20/1 GALLEY MICROWAVE 1.0 SPACE 56 57 20/1 GALLEY MICROWAVE 1.0 SPACE 58 59 20/1 GALLEY MICROWAVE 1.0 SPACE 60 61 20/1 GALLEY MICROWAVE 1.0 SPACE 62 63 20/1 GALLEY MICROWAVE 1.0 SPACE 64 65 20/1 GALLEY MICROWAVE 1.0 SPACE 66 67 20/1 GALLEY MICROWAVE 1.0 SPACE 68 69 20/1 GALLEY MICROWAVE 1.0 SPACE 70 SPACE 72 73 SPACE SPACE 74 75 SPACE SPACE 76 77 SPACE - SPACE 78 79 SPACE SPACE 80 81 SPACE SPACE 82 83 SPACE SPACE 84 SECTION 3 SECTION 3 85 SPACE SPACE 86 87 SPACE SPACE 88 89 SPACE SPACE 90 91 SPACE SPACE 92 93 SPACE SPACE g4 95 SPACE SPACE 96 97 SPACE SPACE 98 99 SPACE SPACE 100 101 SPACE SPACE 102 10,; SPACE SPACE 104 105 SPACE SPACE 106 107 SPACE SPACE 108 109 SPACE SPACE 110 111 SPACE SPACE 112 113 SPACE SPACE 114 115 ZO/1 SPARE SPARE 20/1 116 117 20/1 SPARE SPARE 20/1 118 119 20/1 SPARE SPARE 20/1 120 121 20/1 SPARE SPARE 20/1 122 123 20/1 SPARE SPARE 20/1 124 125 20/1 SPARE SPARE 20/1 126 LIGHTING (KVA): 0.0 0.0 6.3 3.5 0.0 0.0 16.0 4.0 0.0 8.9 0.0 3.3 4.5 11.1 0.0 CONNECTED LOAD (KVA): 57.6 RECEPTACLES (KVA): 15.2 DEMAND LOAD (KVA): 45.5 MOTORS (KVA): 3.5 PHASE A 20 169.8 A/C (KVA): 3.3 PHASE B 19 156.7 CONNECTED LOAD (AMPS): 159.9 HEATING (KVA}: 4.5 PHASE C 18 153.7 DEMAND LOAD (AMPS): 126.4 KITCHEN (KVA): 27.1 KVA AMPS MISCELLANEOUS {KVA): 4.0 AMPACITY REQUIRED: 126.4 NOTES: OVERCUR BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. LA1 LA2 LA3 LA4 LA5 LAO LA6 BC1 i 2727 Paces Fer rSEAL CONSULTANT PRINT RECORD PROJECT INFORMATION SCANNELL BACKGROUND REVISIONS: PROJECT NO SHEET TITLE SHEET NUMBER FOR CONSTRUCTION y Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 3. �•2 Jordan � Skala Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 Project Number: 1910150 Drawn By:AWO Checked By:WR6 NUMBER DATE DESCRIPTION 06l10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET /PROGRESS SET 08/15/19 95%REVIEW SET 10/30/19 PERMIT SET 02/07120 ISSUED FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN #1 BUILT -TO -SUIT FOR ELLINGT®N DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 P R tS P E R T 1 c 5 THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ARCHITECTURAL: BACKGROUNDS PLANS 02/05/20 CIVIL: CIVIL PLAN 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C 09/05/19 10/30/19 2019-047 ELECTRICAL PANELBOARD SCHEDULES E=004 PANELBOARD SCHEDULE - "LA4" MAIN: 100A MCB VOLTAGE: 208/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 1,701 CKT T RiP LOAD (KVA) PHASE LOAD (KVA) TRIP CKT # POLE DESCRIPTION LTG REC MTR A/C HTG KIT MIS JA B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE # 1 20/1 RECEPT-OH DOOR 0.4 0.2 RECEPT-SERVICE 20/1 2 3 20/1 RECEPT-OH DOOR 0.4 0.2 RECEPT-SERVICE 20/1 4 5 SPACE 1.2 AIR COMP DRYER 20/1 6 7 20/1 EF-11 0.7 SPACE 8 9 20/1 RECEPT-MAINT. CAGE 1.2 1.2 GENERATOR BATTERY CHRGR 20/1 10 11 20/1 RECEPT-MAINT. CAGE 1.2 2.5 GENERATOR JACKET HTR 30/2 12 13 20/1 RECEPT-MAINT. CAGE 1.2 2.5 ---- -- 14 15 20/1 RECEPT-BATTERY CHARGING 0.2 0.2 RECEPT-COLUMN H8 20/1 16 17 SPACE 0.2 RECEPT-COLUMN H10 20/1 18 19 SPACE 0.2 RECEPT-COLUMN H12 20/1 20 21 SPACE 0.2 RECEPT-COLUMN H14 20/1 22 23 SPACE 0.2 RECEPT-COLUMN H16 20/1 24 25 SPACE SPACE 26 27 SPACE SPACE 28 29 SPACE SPACE 30 31 20/1 WL-A14,A15,A16 0.7 SPACE 32 33 20/1 WL-A17,A18,A19 0.7 SPARE 20/1 34 35 SPACE SPARE 20/1 36 37 SPACE SPARE 20/1 38 39 SPACE SPARE 20/1 40 41 SPACE SPARE 20/1 42 LIGHTING (KVA): 0.0 0.0 4.6 2.1 0.0 0.0 0.0 0.0 0.0 1.3 0.0 0.0 0.0 0.0 7.4 CONNECTED LOAD (KVA): 15.4 RECEPTACLES (KVA): 5.9 DEMAND LOAD (KVA): 15.4 MOTORS (KVA): 2.1 PHASE A 6 48.8 A/C (KVA): 0.0 PHASE B 4 35.5 CONNECTED LOAD (AMPS): 42.7 HEATING (KVA): 0.0 PHASE C 5 43.8 DEMAND LOAD (AMPS): 42.7 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 7.4 AMPACITY REQUIRED: 42.7 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. PANELBOARD SCHEDULE - "LA6" MAIN: 100A MCB VOLTAGE: 208/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 1,661 CKT BKR TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP CKT # TYPE POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE # 1 20/1 RECEPT-OH DOOR 0.4 0.8 WL-A18,A19,A20 20/1 2 3 20/1 RECEPT-OH DOOR 0.4 0.8 WL-A21,A22,A23 20/1 4 5 20/1 EF-2 0.5 SPACE 6 7 GFCI 20/1 RECEPT WTR COOLER 0.4 2.1 WH-7 25/2 8 9 20/1 RECEPT REMOTE RESTROOM 0.4 2.1 -- -- 10 11 GFCI 20/1 RECEPT WTR COOLER 0.4 2.1 WH-8 25/2 12 13 20/1 RECEPT REMOTE RESTROOM 0.4 2.1 -- -- 14 15 20/1 EF-1 0.5 1.2 FIRE PUMP BATT. CHGR 20/1 16 17 20/1 RECEPT-OH DOOR 0.4 2.5 FIRE PUMP JACKET HTR 30/2 18 19 20/1 RECEPT-FIRE PUMP RM 0.2 2.5 ---- -- 20 21 20/1 EF-4 0.7 2.1 WH-2 25/2 22 23 20/1 WL-1 0.2 2.1 -- -- 24 25 SPACE 2.1 WH-3 25/2 26 27 SPACE 2.1 28 29 SPACE SPACE 30 31 SPACE SPARE 20/1 32 33 SPACE SPARE 20/1 34 35 SPACE SPARE 20/1 36 37 SPACE SPARE 20/1 38 39 SPACE SPARE 20/1 40 41 SPACE SPARE 20/1 42 LIGHTING (KVA): 0.0 0.0 3.0 1.9 0.0 0.0 0.0 0.0 0.0 0.0 1.6 0.0 0.0 0.0 23.0 CONNECTED LOAD (KVA): 29.5 RECEPTACLES (KVA): 3.0 DEMAND LOAD (KVA); 29.5 MOTORS (KVA): 3.5 PHASE A 11 91.7 A/C (KVA): 0.0 PHASE B 10 85.8 CONNECTED LOAD (AMPS): 81.9 HEATING (KVA): 0.0 PHASE C 8 68.3 DEMAND LOAD (AMPS): 81.9 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 23.0 AMPACITY REQUIRED: 81.9 NOTES: OVERCUR BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. PANELBOARD SCHEDULE - "LA2" MAIN: 150A MCB VOLTAGE: 208/120 PHASE:3 WIRE: 4 MOUNTING: SURFACE AIC: 2,760 CKT BKR TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP BKR CKT # TYPE POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE TYPE # 1 20/1 REC -DOCK FAN/LT 0.1 1.1 2.1 WHE-2A 25/2 2 3 20/1 REC -DOCK FAN/LT 0.1 1.1 2.1 ---- -- 4 5 20/1 REC -DOCK FAN/LT 0.1 1.1 2.1 WHE-2B 25/2 6 7 20/1 REC -REMOTE OFFICE 0.7 2.1 - -- -- 8 9 GFCI 20/1 REC -WATER COOLER 0.4 2.1 WHE-2C 25/2 10 11 20/1 REC -REMOTE RR/EF-9 0.2 0.1 2.1 ---- -- 12 13 20/1 REC -SERVICE 0.2 0.5 EF-2 20/1 14 15 40/2 AC-1/CU-1 3.3 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 16 17 -- ---- 3.3 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 18 19 ZO/1 RECEPT-COLUMN B18 0.2 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 20 21 20/1 RECEPT-COLUMN B20 0.2 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 22 23 20/1 RECEPT-COLUMN B22 0.2 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 24 25 GFCI 20/1 RECEPT-BLOCK HEATER 1.5 1,5 RECEPT-BLOCK HEATER 20/1 GFCI 26 27 GFCI 20/1 RECEPT-BLOCK HEATER 1.5 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 28 29 SPACE 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 30 31 20/1 WL-A1,A2,A3 0.7 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 32 33 SPACE 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 34 35 GFCI 20/1 RECEPT-BLOCK HEATER 1.5 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 36 37 GFCI 20/1 RECEPT-BLOCK HEATER 1.5 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 38 39 GFCI 20/1 RECEPT-BLOCK HEATER 1.5 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 40 41 GFCI 20/1 RECEPT 1.5 HEATER 1.5 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 42 LIGHTING (KVA): 0.3 0.3 11.7 3.4 6.7 0.0 0.0 21.0 0.5 0.0 12.3 0.0 0.0 CONNECTED LOAD (KVA): 55.9 RECEPTACLES (KVA): 32.7 DEMAND LOAD (KVA): 44.5 MOTORS (KVA): 3.9 PHASE A 17 138.6 A/C (KVA): 6.7 PHASE B 20 164.2 CONNECTED LOAD (AMPS): 155.1 HEATING (KVA): 12.3 PHASE C 20 162.8 DEMAND LOAD (AMPS): 123.5 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 0.0 AMPACITY REQUIRED: 123.7 NOTES: OVERCUR BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. PANELBOARD SCHEDULE - "LA5" MAIN: 100A MCB VOLTAGE: 208/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 1,702 CKT TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP CKT # POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE # 1 20/1 RECEPT-OH DOOR 0.4 SPACE 2 3 20/1 RECEPT-OH DOOR 0.4 SPACE 4 5 20/1 RECEPT-COLUMN H4 0.4 SPACE 6 7 20/1 RECEPT-COLUMN H6 0.4 SPACE 8 9 20/1 RECEPT-SERVICE 0.2 SPACE 10 11 SPACE SPACE 12 13 SPACE SPACE 14 15 SPACE SPACE 16 17 SPACE SPACE 18 19 SPACE SPACE 20 21 SPACE SPACE 22 23 SPACE - SPACE 24 25 SPACE SPACE 26 27 SPACE SPACE 28 29 SPACE SPACE 30 31 20/1 WL-A20,A21,A22 0.7 SPACE 32 33 SPACE SPARE 20/1 34 35 SPACE SPARE 20/1 36 37 SPACE SPARE 20/1 38 39 SPACE SPARE 20/1 40 41 SPACE SPARE ZO/1 42 LIGHTING (KVA): 0.0 0.0 1.8 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 CONNECTED LOAD (KVA): 2.5 RECEPTACLES (KVA): 1.8 DEMAND LOAD (KVA): 2.5 MOTORS (KVA): 0.7 PHASE A 2 12.7 A/C (KVA): 0.0 PHASE B 1 4.8 CONNECTED LOAD (AMPS): 6.9 HEATING (KVA): 0.0 PHASE C 0 3.3 DEMAND LOAD (AMPS): 6.9 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 0.0 AMPACITY REQUIRED: 6.9 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. DISTRIBUTION PANEL SCHEDULE - "BC1" MAIN: 800A MLO VOLTAGE: 480/277 PHASE: 3 WIRE: 4 MTG: FLOOR AIC: CKT OVERCURRENT DEVICE LOAD (KVA) PHASE # FRAME TRIP FUSE POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C 1 60A 30A 3 BATTERY CHARGER RECEPT 5.0 2 60A 30A 3 BATTERY CHARGER RECEPT 5.0 3 60A 30A 3 BATTERY CHARGER RECEPT 5.0 4 60A 30A 3 BATTERY CHARGER RECEPT 5.0 5 60A 30A 3 SPACE 6 60A 3 SPACE 7 60A 3 SPACE 8 60A 3 SPACE 9 60A 3 SPACE 10 60A 3 SPACE 0.0 0.0 0.0 0.0 0.0 0.0 59.8 CONNECTED LOAD (KVA): 59.8 DEMAND LOAD (KVA): 59.8 PHASE A 72.0 19.9 PHASE B 72.0 19.9 CONNECTED LOAD (AMPS) 72.0 PHASE C 72.0 19.9 DEMAND LOAD (AMPS): 72.0 AMPS KVA AMPACITY REQUIRED: 72.0 NOTES: FOR ANY BREAKER 1200A OR HIGHER, AN ARC -ENERGY REDUCING SWITCH SHALL BE PROVIDED, OR A PLACARD STATING "WHEN WORKING WITHIN THE ARC -FLASH BOUNDARY, BREAKER INSTANTANEOUS SETTING SHOULD BE MINIMIZED FOR ARC -ENERGY REDUCTION PURPOSES. ORIGINAL SETTING SHALL BE RESTORED UPON WORK COMPLETION". PANELBOARD SCHEDULE - "LA3" MAIN: 150A MCB VOLTAGE: 2(i8/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 2,663 CKT TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP CKT # POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE # 1 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-SERVICE 20/1 2 3 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-COLUMN H18 20/1 4 5 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-COLUMN H2O 20/1 6 7 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-COLUMN H22 20/1 8 9 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-SERVICE 20/1 10 11 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 12 13 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 14 15 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 16 17 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 18 19 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 20 21 SPACE SPACE 22 23 SPACE SPACE 24 25 20/1 RECEPT-OH DOOR 0.4 I SPACE 26 27 20/1 RECEPT-OH DOOR 0.4 SPACE 28 29 20/1 RECEPT-OH DOOR 0.4 SPACE 30 ff SPACE32 PUBLISH RECEPT-DOCK FAN/LT 0.1 1.1 I SPARE 20/1 34 35 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPARE 20/1 36 37 20/1 RECEPT -DOCK FAN/LT 0.1 1.1 SPARE 20/1 38 SPARE 20/ 1 40 41 SPACE SPARE 20/1 42 LIGHTING (KVA): 1.3 1.3 1.2 15.0 0.0 0.0 0.0 0.0 0.0 0.9 0.0 0.0 0.0 0.0 0.0 CONNECTED LOAD (KVA): 18.4 RECEPTACLES (KVA): 2.1 DEMAND LOAD (KVA): 18.4 MOTORS (KVA): 15.0 PHASE A 7 62.3 A/C (KVA): 0.0 PHASE B 6 46.3 CONNECTED LOAD (AMPS): 51.1 HEATING (KVA): 0.0 PHASE C 5 44.8 DEMAND LOAD (AMPS): 51.1 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 0.0 AMPACITY REQUIRED: 52.0 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. PANELBOARD SCHEDULE �- "LAO" MAIN: 250A MCB VOLTAGE: 208/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 3,059 CKT BKR TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP BKR CKT # TYPE POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE TYPE # 1 20/1 REC -DRIVERS/EF-3 0.9 0.1 1.7 RTU-4 25/2 2 3 20/1 EF-4 0.5 1.7 --- -- 4 5 20/1 EF-5 0.5 2.3 WHE-1 30/2 6 7 20/1 EF-6 0.5 2.3 --- -- 8 Q 2(1/1 EF-7 �.7 i n nni i ni inr nnnni nnir nn inrni I.V UNLLCi ICE IYIHVrIIIVC LU/ I Url,l IU 11 20/1 EF-8 0.5 ' 1.0 GALLEY REFRIGERATOR 20/1 GFCI 12 13 20/1 PF-A1,A2,A3,A4 0.4 1.0 GALLEY REFRIGERATOR 20/1 GFCI 14 15 20/1 HWRP-1 0.2 0.7 GALLEY VENDING 20/1 GFCI 16 17 20/1 DRIVER VENDING 1.0 0.7 GALLEY VENDING 20/1 GFCI 18 19 20/1 DRIVER VENDING 1.0 _ 0.7 GALLEY VENDING 20/1 GFCI 20 21 20/1 DRIVER VENDING 1,0 1.0 GALLEY MICROWAVE 20/1 22 23 20/1 DRIVER VENDING 1.0 1.0 GALLEY MICROWAVE 20/1 24 25 20/1 REC -GALLEY CONU. 0.7 1.0 GALLEY MICROWAVE 20/1 26 27 GFCI 20/1 GALLEY ICE MACHINE 1.0 1.0 GALLEY MICROWAVE 20/1 28 29 GFCI 20/1 GALLEY REFRIGERATOR 1.0 1.0 GALLEY MICROWAVE 20/1 30 31 20/1 GALLEY MICROWAVE 1.0 1.0 GALLEY MICROWAVE 20/1 32 33 20/1 GALLEY MICROWAVE 1.0 0.4 REC -GALLEY CONV. 34 35 20/1 GALLEY MICROWAVE 1.0 0.7 REC - RESTROOM 20/1 36 37 20/1 GALLEY MICROWAVE 1.0 0.8 REC - WATERCOOLER 20/1 GFCI 38 39 20/1 GALLEY MICROWAVE 1.0 1.1 REC - RESTROOM 20/1 40 41 20/1 GALLEY MICROWAVE 1.0 0.9 REC - BREAKROOM 20/1 42 SECTION 2 SECTION 2 43 ZO/1 REC - BREAKROOM 0.7 1.2 REC -COFFEE BAR 20/1 44 45 20/1 REC -RTU/OPEN OFFICE 1.1 1.2 REC -COFFEE BAR 20/1 46 47 2011 REC -MAIN CORRIDOR 0.9 1.2 REC -COFFEE BAR 20/1 48 49 20/1 REC -CONFERENCE ROOM 0.7 0.7 REC - BREAKROOM FLRBOX 20/1 50 51 20/1 REC -OFFICE 0.5 0.7 REC - BREAKROOM FLRBOX 20/1 52 SPACE 54 55 20/1 GALLEY MICROWAVE 1.0 SPACE 56 57 20/1 GALLEY MICROWAVE 1.0 SPACE 58 59 20/1 GALLEY MICROWAVE 1.0 SPACE 60 61 20/1 GALLEY MICROWAVE 1.0 SPACE 62 63 20/1 GALLEY MICROWAVE 1.0 SPACE 64 65 20/1 GALLEY MICROWAVE 1.0 SPACE 66 67 20/1 GALLEY MICROWAVE 1.0 SPACE 68 69 20/1 GALLEY MICROWAVE 1.0 SPACE 70 SPACE 72 73 SPACE SPACE 74 75 SPACE SPACE 76 77 SPACE - SPACE 78 79 SPACE SPACE 80 81 SPACE SPACE 82 83 SPACE SPACE 84 SECTION 3 SECTION 3 85 SPACE SPACE 86 87 SPACE SPACE 88 89 SPACE SPACE 90 91 SPACE SPACE 92 93 SPACE SPACE g4 95 SPACE SPACE 96 97 SPACE SPACE 98 99 SPACE SPACE 100 101 SPACE SPACE 102 10,; SPACE SPACE 104 105 SPACE SPACE 106 107 SPACE SPACE 108 109 SPACE SPACE 110 111 SPACE SPACE 112 113 SPACE SPACE 114 115 ZO/1 SPARE SPARE 20/1 116 117 20/1 SPARE SPARE 20/1 118 119 20/1 SPARE SPARE 20/1 120 121 20/1 SPARE SPARE 20/1 122 123 20/1 SPARE SPARE 20/1 124 125 20/1 SPARE SPARE 20/1 126 LIGHTING (KVA): 0.0 0.0 6.3 3.5 0.0 0.0 16.0 4.0 0.0 8.9 0.0 3.3 4.5 11.1 0.0 CONNECTED LOAD (KVA): 57.6 RECEPTACLES (KVA): 15.2 DEMAND LOAD (KVA): 45.5 MOTORS (KVA): 3.5 PHASE A 20 169.8 A/C (KVA): 3.3 PHASE B 19 156.7 CONNECTED LOAD (AMPS): 159.9 HEATING (KVA}: 4.5 PHASE C 18 153.7 DEMAND LOAD (AMPS): 126.4 KITCHEN (KVA): 27.1 KVA AMPS MISCELLANEOUS {KVA): 4.0 AMPACITY REQUIRED: 126.4 NOTES: OVERCUR BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. LA1 LA2 LA3 LA4 LA5 LAO LA6 BC1 i 2727 Paces Fer rSEAL CONSULTANT PRINT RECORD PROJECT INFORMATION SCANNELL BACKGROUND REVISIONS: PROJECT NO SHEET TITLE SHEET NUMBER FOR CONSTRUCTION y Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 3. �•2 Jordan � Skala Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 Project Number: 1910150 Drawn By:AWO Checked By:WR6 NUMBER DATE DESCRIPTION 06l10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET /PROGRESS SET 08/15/19 95%REVIEW SET 10/30/19 PERMIT SET 02/07120 ISSUED FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN #1 BUILT -TO -SUIT FOR ELLINGT®N DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 P R tS P E R T 1 c 5 THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ARCHITECTURAL: BACKGROUNDS PLANS 02/05/20 CIVIL: CIVIL PLAN 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C 09/05/19 10/30/19 2019-047 ELECTRICAL PANELBOARD SCHEDULES E=004 PANELBOARD SCHEDULE - "LA6" MAIN: 100A MCB VOLTAGE: 208/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 1,661 CKT BKR TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP CKT # TYPE POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE # 1 20/1 RECEPT-OH DOOR 0.4 0.8 WL-A18,A19,A20 20/1 2 3 20/1 RECEPT-OH DOOR 0.4 0.8 WL-A21,A22,A23 20/1 4 5 20/1 EF-2 0.5 SPACE 6 7 GFCI 20/1 RECEPT WTR COOLER 0.4 2.1 WH-7 25/2 8 9 20/1 RECEPT REMOTE RESTROOM 0.4 2.1 -- -- 10 11 GFCI 20/1 RECEPT WTR COOLER 0.4 2.1 WH-8 25/2 12 13 20/1 RECEPT REMOTE RESTROOM 0.4 2.1 -- -- 14 15 20/1 EF-1 0.5 1.2 FIRE PUMP BATT. CHGR 20/1 16 17 20/1 RECEPT-OH DOOR 0.4 2.5 FIRE PUMP JACKET HTR 30/2 18 19 20/1 RECEPT-FIRE PUMP RM 0.2 2.5 ---- -- 20 21 20/1 EF-4 0.7 2.1 WH-2 25/2 22 23 20/1 WL-1 0.2 2.1 -- -- 24 25 SPACE 2.1 WH-3 25/2 26 27 SPACE 2.1 28 29 SPACE SPACE 30 31 SPACE SPARE 20/1 32 33 SPACE SPARE 20/1 34 35 SPACE SPARE 20/1 36 37 SPACE SPARE 20/1 38 39 SPACE SPARE 20/1 40 41 SPACE SPARE 20/1 42 LIGHTING (KVA): 0.0 0.0 3.0 1.9 0.0 0.0 0.0 0.0 0.0 0.0 1.6 0.0 0.0 0.0 23.0 CONNECTED LOAD (KVA): 29.5 RECEPTACLES (KVA): 3.0 DEMAND LOAD (KVA); 29.5 MOTORS (KVA): 3.5 PHASE A 11 91.7 A/C (KVA): 0.0 PHASE B 10 85.8 CONNECTED LOAD (AMPS): 81.9 HEATING (KVA): 0.0 PHASE C 8 68.3 DEMAND LOAD (AMPS): 81.9 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 23.0 AMPACITY REQUIRED: 81.9 NOTES: OVERCUR BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. PANELBOARD SCHEDULE - "LA2" MAIN: 150A MCB VOLTAGE: 208/120 PHASE:3 WIRE: 4 MOUNTING: SURFACE AIC: 2,760 CKT BKR TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP BKR CKT # TYPE POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE TYPE # 1 20/1 REC -DOCK FAN/LT 0.1 1.1 2.1 WHE-2A 25/2 2 3 20/1 REC -DOCK FAN/LT 0.1 1.1 2.1 ---- -- 4 5 20/1 REC -DOCK FAN/LT 0.1 1.1 2.1 WHE-2B 25/2 6 7 20/1 REC -REMOTE OFFICE 0.7 2.1 - -- -- 8 9 GFCI 20/1 REC -WATER COOLER 0.4 2.1 WHE-2C 25/2 10 11 20/1 REC -REMOTE RR/EF-9 0.2 0.1 2.1 ---- -- 12 13 20/1 REC -SERVICE 0.2 0.5 EF-2 20/1 14 15 40/2 AC-1/CU-1 3.3 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 16 17 -- ---- 3.3 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 18 19 ZO/1 RECEPT-COLUMN B18 0.2 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 20 21 20/1 RECEPT-COLUMN B20 0.2 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 22 23 20/1 RECEPT-COLUMN B22 0.2 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 24 25 GFCI 20/1 RECEPT-BLOCK HEATER 1.5 1,5 RECEPT-BLOCK HEATER 20/1 GFCI 26 27 GFCI 20/1 RECEPT-BLOCK HEATER 1.5 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 28 29 SPACE 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 30 31 20/1 WL-A1,A2,A3 0.7 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 32 33 SPACE 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 34 35 GFCI 20/1 RECEPT-BLOCK HEATER 1.5 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 36 37 GFCI 20/1 RECEPT-BLOCK HEATER 1.5 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 38 39 GFCI 20/1 RECEPT-BLOCK HEATER 1.5 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 40 41 GFCI 20/1 RECEPT 1.5 HEATER 1.5 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 42 LIGHTING (KVA): 0.3 0.3 11.7 3.4 6.7 0.0 0.0 21.0 0.5 0.0 12.3 0.0 0.0 CONNECTED LOAD (KVA): 55.9 RECEPTACLES (KVA): 32.7 DEMAND LOAD (KVA): 44.5 MOTORS (KVA): 3.9 PHASE A 17 138.6 A/C (KVA): 6.7 PHASE B 20 164.2 CONNECTED LOAD (AMPS): 155.1 HEATING (KVA): 12.3 PHASE C 20 162.8 DEMAND LOAD (AMPS): 123.5 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 0.0 AMPACITY REQUIRED: 123.7 NOTES: OVERCUR BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. PANELBOARD SCHEDULE - "LA5" MAIN: 100A MCB VOLTAGE: 208/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 1,702 CKT TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP CKT # POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE # 1 20/1 RECEPT-OH DOOR 0.4 SPACE 2 3 20/1 RECEPT-OH DOOR 0.4 SPACE 4 5 20/1 RECEPT-COLUMN H4 0.4 SPACE 6 7 20/1 RECEPT-COLUMN H6 0.4 SPACE 8 9 20/1 RECEPT-SERVICE 0.2 SPACE 10 11 SPACE SPACE 12 13 SPACE SPACE 14 15 SPACE SPACE 16 17 SPACE SPACE 18 19 SPACE SPACE 20 21 SPACE SPACE 22 23 SPACE - SPACE 24 25 SPACE SPACE 26 27 SPACE SPACE 28 29 SPACE SPACE 30 31 20/1 WL-A20,A21,A22 0.7 SPACE 32 33 SPACE SPARE 20/1 34 35 SPACE SPARE 20/1 36 37 SPACE SPARE 20/1 38 39 SPACE SPARE 20/1 40 41 SPACE SPARE ZO/1 42 LIGHTING (KVA): 0.0 0.0 1.8 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 CONNECTED LOAD (KVA): 2.5 RECEPTACLES (KVA): 1.8 DEMAND LOAD (KVA): 2.5 MOTORS (KVA): 0.7 PHASE A 2 12.7 A/C (KVA): 0.0 PHASE B 1 4.8 CONNECTED LOAD (AMPS): 6.9 HEATING (KVA): 0.0 PHASE C 0 3.3 DEMAND LOAD (AMPS): 6.9 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 0.0 AMPACITY REQUIRED: 6.9 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. DISTRIBUTION PANEL SCHEDULE - "BC1" MAIN: 800A MLO VOLTAGE: 480/277 PHASE: 3 WIRE: 4 MTG: FLOOR AIC: CKT OVERCURRENT DEVICE LOAD (KVA) PHASE # FRAME TRIP FUSE POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C 1 60A 30A 3 BATTERY CHARGER RECEPT 5.0 2 60A 30A 3 BATTERY CHARGER RECEPT 5.0 3 60A 30A 3 BATTERY CHARGER RECEPT 5.0 4 60A 30A 3 BATTERY CHARGER RECEPT 5.0 5 60A 30A 3 SPACE 6 60A 3 SPACE 7 60A 3 SPACE 8 60A 3 SPACE 9 60A 3 SPACE 10 60A 3 SPACE 0.0 0.0 0.0 0.0 0.0 0.0 59.8 CONNECTED LOAD (KVA): 59.8 DEMAND LOAD (KVA): 59.8 PHASE A 72.0 19.9 PHASE B 72.0 19.9 CONNECTED LOAD (AMPS) 72.0 PHASE C 72.0 19.9 DEMAND LOAD (AMPS): 72.0 AMPS KVA AMPACITY REQUIRED: 72.0 NOTES: FOR ANY BREAKER 1200A OR HIGHER, AN ARC -ENERGY REDUCING SWITCH SHALL BE PROVIDED, OR A PLACARD STATING "WHEN WORKING WITHIN THE ARC -FLASH BOUNDARY, BREAKER INSTANTANEOUS SETTING SHOULD BE MINIMIZED FOR ARC -ENERGY REDUCTION PURPOSES. ORIGINAL SETTING SHALL BE RESTORED UPON WORK COMPLETION". PANELBOARD SCHEDULE - "LA3" MAIN: 150A MCB VOLTAGE: 2(i8/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 2,663 CKT TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP CKT # POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE # 1 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-SERVICE 20/1 2 3 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-COLUMN H18 20/1 4 5 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-COLUMN H2O 20/1 6 7 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-COLUMN H22 20/1 8 9 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-SERVICE 20/1 10 11 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 12 13 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 14 15 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 16 17 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 18 19 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 20 21 SPACE SPACE 22 23 SPACE SPACE 24 25 20/1 RECEPT-OH DOOR 0.4 I SPACE 26 27 20/1 RECEPT-OH DOOR 0.4 SPACE 28 29 20/1 RECEPT-OH DOOR 0.4 SPACE 30 ff SPACE32 PUBLISH RECEPT-DOCK FAN/LT 0.1 1.1 I SPARE 20/1 34 35 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPARE 20/1 36 37 20/1 RECEPT -DOCK FAN/LT 0.1 1.1 SPARE 20/1 38 SPARE 20/ 1 40 41 SPACE SPARE 20/1 42 LIGHTING (KVA): 1.3 1.3 1.2 15.0 0.0 0.0 0.0 0.0 0.0 0.9 0.0 0.0 0.0 0.0 0.0 CONNECTED LOAD (KVA): 18.4 RECEPTACLES (KVA): 2.1 DEMAND LOAD (KVA): 18.4 MOTORS (KVA): 15.0 PHASE A 7 62.3 A/C (KVA): 0.0 PHASE B 6 46.3 CONNECTED LOAD (AMPS): 51.1 HEATING (KVA): 0.0 PHASE C 5 44.8 DEMAND LOAD (AMPS): 51.1 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 0.0 AMPACITY REQUIRED: 52.0 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. PANELBOARD SCHEDULE �- "LAO" MAIN: 250A MCB VOLTAGE: 208/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 3,059 CKT BKR TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP BKR CKT # TYPE POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE TYPE # 1 20/1 REC -DRIVERS/EF-3 0.9 0.1 1.7 RTU-4 25/2 2 3 20/1 EF-4 0.5 1.7 --- -- 4 5 20/1 EF-5 0.5 2.3 WHE-1 30/2 6 7 20/1 EF-6 0.5 2.3 --- -- 8 Q 2(1/1 EF-7 �.7 i n nni i ni inr nnnni nnir nn inrni I.V UNLLCi ICE IYIHVrIIIVC LU/ I Url,l IU 11 20/1 EF-8 0.5 ' 1.0 GALLEY REFRIGERATOR 20/1 GFCI 12 13 20/1 PF-A1,A2,A3,A4 0.4 1.0 GALLEY REFRIGERATOR 20/1 GFCI 14 15 20/1 HWRP-1 0.2 0.7 GALLEY VENDING 20/1 GFCI 16 17 20/1 DRIVER VENDING 1.0 0.7 GALLEY VENDING 20/1 GFCI 18 19 20/1 DRIVER VENDING 1.0 _ 0.7 GALLEY VENDING 20/1 GFCI 20 21 20/1 DRIVER VENDING 1,0 1.0 GALLEY MICROWAVE 20/1 22 23 20/1 DRIVER VENDING 1.0 1.0 GALLEY MICROWAVE 20/1 24 25 20/1 REC -GALLEY CONU. 0.7 1.0 GALLEY MICROWAVE 20/1 26 27 GFCI 20/1 GALLEY ICE MACHINE 1.0 1.0 GALLEY MICROWAVE 20/1 28 29 GFCI 20/1 GALLEY REFRIGERATOR 1.0 1.0 GALLEY MICROWAVE 20/1 30 31 20/1 GALLEY MICROWAVE 1.0 1.0 GALLEY MICROWAVE 20/1 32 33 20/1 GALLEY MICROWAVE 1.0 0.4 REC -GALLEY CONV. 34 35 20/1 GALLEY MICROWAVE 1.0 0.7 REC - RESTROOM 20/1 36 37 20/1 GALLEY MICROWAVE 1.0 0.8 REC - WATERCOOLER 20/1 GFCI 38 39 20/1 GALLEY MICROWAVE 1.0 1.1 REC - RESTROOM 20/1 40 41 20/1 GALLEY MICROWAVE 1.0 0.9 REC - BREAKROOM 20/1 42 SECTION 2 SECTION 2 43 ZO/1 REC - BREAKROOM 0.7 1.2 REC -COFFEE BAR 20/1 44 45 20/1 REC -RTU/OPEN OFFICE 1.1 1.2 REC -COFFEE BAR 20/1 46 47 2011 REC -MAIN CORRIDOR 0.9 1.2 REC -COFFEE BAR 20/1 48 49 20/1 REC -CONFERENCE ROOM 0.7 0.7 REC - BREAKROOM FLRBOX 20/1 50 51 20/1 REC -OFFICE 0.5 0.7 REC - BREAKROOM FLRBOX 20/1 52 SPACE 54 55 20/1 GALLEY MICROWAVE 1.0 SPACE 56 57 20/1 GALLEY MICROWAVE 1.0 SPACE 58 59 20/1 GALLEY MICROWAVE 1.0 SPACE 60 61 20/1 GALLEY MICROWAVE 1.0 SPACE 62 63 20/1 GALLEY MICROWAVE 1.0 SPACE 64 65 20/1 GALLEY MICROWAVE 1.0 SPACE 66 67 20/1 GALLEY MICROWAVE 1.0 SPACE 68 69 20/1 GALLEY MICROWAVE 1.0 SPACE 70 SPACE 72 73 SPACE SPACE 74 75 SPACE SPACE 76 77 SPACE - SPACE 78 79 SPACE SPACE 80 81 SPACE SPACE 82 83 SPACE SPACE 84 SECTION 3 SECTION 3 85 SPACE SPACE 86 87 SPACE SPACE 88 89 SPACE SPACE 90 91 SPACE SPACE 92 93 SPACE SPACE g4 95 SPACE SPACE 96 97 SPACE SPACE 98 99 SPACE SPACE 100 101 SPACE SPACE 102 10,; SPACE SPACE 104 105 SPACE SPACE 106 107 SPACE SPACE 108 109 SPACE SPACE 110 111 SPACE SPACE 112 113 SPACE SPACE 114 115 ZO/1 SPARE SPARE 20/1 116 117 20/1 SPARE SPARE 20/1 118 119 20/1 SPARE SPARE 20/1 120 121 20/1 SPARE SPARE 20/1 122 123 20/1 SPARE SPARE 20/1 124 125 20/1 SPARE SPARE 20/1 126 LIGHTING (KVA): 0.0 0.0 6.3 3.5 0.0 0.0 16.0 4.0 0.0 8.9 0.0 3.3 4.5 11.1 0.0 CONNECTED LOAD (KVA): 57.6 RECEPTACLES (KVA): 15.2 DEMAND LOAD (KVA): 45.5 MOTORS (KVA): 3.5 PHASE A 20 169.8 A/C (KVA): 3.3 PHASE B 19 156.7 CONNECTED LOAD (AMPS): 159.9 HEATING (KVA}: 4.5 PHASE C 18 153.7 DEMAND LOAD (AMPS): 126.4 KITCHEN (KVA): 27.1 KVA AMPS MISCELLANEOUS {KVA): 4.0 AMPACITY REQUIRED: 126.4 NOTES: OVERCUR BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. LA1 LA2 LA3 LA4 LA5 LAO LA6 BC1 i 2727 Paces Fer rSEAL CONSULTANT PRINT RECORD PROJECT INFORMATION SCANNELL BACKGROUND REVISIONS: PROJECT NO SHEET TITLE SHEET NUMBER FOR CONSTRUCTION y Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 3. �•2 Jordan � Skala Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 Project Number: 1910150 Drawn By:AWO Checked By:WR6 NUMBER DATE DESCRIPTION 06l10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET /PROGRESS SET 08/15/19 95%REVIEW SET 10/30/19 PERMIT SET 02/07120 ISSUED FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN #1 BUILT -TO -SUIT FOR ELLINGT®N DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 P R tS P E R T 1 c 5 THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ARCHITECTURAL: BACKGROUNDS PLANS 02/05/20 CIVIL: CIVIL PLAN 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C 09/05/19 10/30/19 2019-047 ELECTRICAL PANELBOARD SCHEDULES E=004 PANELBOARD SCHEDULE - "LA2" MAIN: 150A MCB VOLTAGE: 208/120 PHASE:3 WIRE: 4 MOUNTING: SURFACE AIC: 2,760 CKT BKR TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP BKR CKT # TYPE POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE TYPE # 1 20/1 REC -DOCK FAN/LT 0.1 1.1 2.1 WHE-2A 25/2 2 3 20/1 REC -DOCK FAN/LT 0.1 1.1 2.1 ---- -- 4 5 20/1 REC -DOCK FAN/LT 0.1 1.1 2.1 WHE-2B 25/2 6 7 20/1 REC -REMOTE OFFICE 0.7 2.1 - -- -- 8 9 GFCI 20/1 REC -WATER COOLER 0.4 2.1 WHE-2C 25/2 10 11 20/1 REC -REMOTE RR/EF-9 0.2 0.1 2.1 ---- -- 12 13 20/1 REC -SERVICE 0.2 0.5 EF-2 20/1 14 15 40/2 AC-1/CU-1 3.3 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 16 17 -- ---- 3.3 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 18 19 ZO/1 RECEPT-COLUMN B18 0.2 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 20 21 20/1 RECEPT-COLUMN B20 0.2 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 22 23 20/1 RECEPT-COLUMN B22 0.2 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 24 25 GFCI 20/1 RECEPT-BLOCK HEATER 1.5 1,5 RECEPT-BLOCK HEATER 20/1 GFCI 26 27 GFCI 20/1 RECEPT-BLOCK HEATER 1.5 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 28 29 SPACE 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 30 31 20/1 WL-A1,A2,A3 0.7 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 32 33 SPACE 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 34 35 GFCI 20/1 RECEPT-BLOCK HEATER 1.5 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 36 37 GFCI 20/1 RECEPT-BLOCK HEATER 1.5 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 38 39 GFCI 20/1 RECEPT-BLOCK HEATER 1.5 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 40 41 GFCI 20/1 RECEPT 1.5 HEATER 1.5 1.5 RECEPT-BLOCK HEATER 20/1 GFCI 42 LIGHTING (KVA): 0.3 0.3 11.7 3.4 6.7 0.0 0.0 21.0 0.5 0.0 12.3 0.0 0.0 CONNECTED LOAD (KVA): 55.9 RECEPTACLES (KVA): 32.7 DEMAND LOAD (KVA): 44.5 MOTORS (KVA): 3.9 PHASE A 17 138.6 A/C (KVA): 6.7 PHASE B 20 164.2 CONNECTED LOAD (AMPS): 155.1 HEATING (KVA): 12.3 PHASE C 20 162.8 DEMAND LOAD (AMPS): 123.5 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 0.0 AMPACITY REQUIRED: 123.7 NOTES: OVERCUR BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. PANELBOARD SCHEDULE - "LA5" MAIN: 100A MCB VOLTAGE: 208/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 1,702 CKT TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP CKT # POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE # 1 20/1 RECEPT-OH DOOR 0.4 SPACE 2 3 20/1 RECEPT-OH DOOR 0.4 SPACE 4 5 20/1 RECEPT-COLUMN H4 0.4 SPACE 6 7 20/1 RECEPT-COLUMN H6 0.4 SPACE 8 9 20/1 RECEPT-SERVICE 0.2 SPACE 10 11 SPACE SPACE 12 13 SPACE SPACE 14 15 SPACE SPACE 16 17 SPACE SPACE 18 19 SPACE SPACE 20 21 SPACE SPACE 22 23 SPACE - SPACE 24 25 SPACE SPACE 26 27 SPACE SPACE 28 29 SPACE SPACE 30 31 20/1 WL-A20,A21,A22 0.7 SPACE 32 33 SPACE SPARE 20/1 34 35 SPACE SPARE 20/1 36 37 SPACE SPARE 20/1 38 39 SPACE SPARE 20/1 40 41 SPACE SPARE ZO/1 42 LIGHTING (KVA): 0.0 0.0 1.8 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 CONNECTED LOAD (KVA): 2.5 RECEPTACLES (KVA): 1.8 DEMAND LOAD (KVA): 2.5 MOTORS (KVA): 0.7 PHASE A 2 12.7 A/C (KVA): 0.0 PHASE B 1 4.8 CONNECTED LOAD (AMPS): 6.9 HEATING (KVA): 0.0 PHASE C 0 3.3 DEMAND LOAD (AMPS): 6.9 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 0.0 AMPACITY REQUIRED: 6.9 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. DISTRIBUTION PANEL SCHEDULE - "BC1" MAIN: 800A MLO VOLTAGE: 480/277 PHASE: 3 WIRE: 4 MTG: FLOOR AIC: CKT OVERCURRENT DEVICE LOAD (KVA) PHASE # FRAME TRIP FUSE POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C 1 60A 30A 3 BATTERY CHARGER RECEPT 5.0 2 60A 30A 3 BATTERY CHARGER RECEPT 5.0 3 60A 30A 3 BATTERY CHARGER RECEPT 5.0 4 60A 30A 3 BATTERY CHARGER RECEPT 5.0 5 60A 30A 3 SPACE 6 60A 3 SPACE 7 60A 3 SPACE 8 60A 3 SPACE 9 60A 3 SPACE 10 60A 3 SPACE 0.0 0.0 0.0 0.0 0.0 0.0 59.8 CONNECTED LOAD (KVA): 59.8 DEMAND LOAD (KVA): 59.8 PHASE A 72.0 19.9 PHASE B 72.0 19.9 CONNECTED LOAD (AMPS) 72.0 PHASE C 72.0 19.9 DEMAND LOAD (AMPS): 72.0 AMPS KVA AMPACITY REQUIRED: 72.0 NOTES: FOR ANY BREAKER 1200A OR HIGHER, AN ARC -ENERGY REDUCING SWITCH SHALL BE PROVIDED, OR A PLACARD STATING "WHEN WORKING WITHIN THE ARC -FLASH BOUNDARY, BREAKER INSTANTANEOUS SETTING SHOULD BE MINIMIZED FOR ARC -ENERGY REDUCTION PURPOSES. ORIGINAL SETTING SHALL BE RESTORED UPON WORK COMPLETION". PANELBOARD SCHEDULE - "LA3" MAIN: 150A MCB VOLTAGE: 2(i8/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 2,663 CKT TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP CKT # POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE # 1 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-SERVICE 20/1 2 3 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-COLUMN H18 20/1 4 5 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-COLUMN H2O 20/1 6 7 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-COLUMN H22 20/1 8 9 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-SERVICE 20/1 10 11 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 12 13 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 14 15 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 16 17 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 18 19 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 20 21 SPACE SPACE 22 23 SPACE SPACE 24 25 20/1 RECEPT-OH DOOR 0.4 I SPACE 26 27 20/1 RECEPT-OH DOOR 0.4 SPACE 28 29 20/1 RECEPT-OH DOOR 0.4 SPACE 30 ff SPACE32 PUBLISH RECEPT-DOCK FAN/LT 0.1 1.1 I SPARE 20/1 34 35 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPARE 20/1 36 37 20/1 RECEPT -DOCK FAN/LT 0.1 1.1 SPARE 20/1 38 SPARE 20/ 1 40 41 SPACE SPARE 20/1 42 LIGHTING (KVA): 1.3 1.3 1.2 15.0 0.0 0.0 0.0 0.0 0.0 0.9 0.0 0.0 0.0 0.0 0.0 CONNECTED LOAD (KVA): 18.4 RECEPTACLES (KVA): 2.1 DEMAND LOAD (KVA): 18.4 MOTORS (KVA): 15.0 PHASE A 7 62.3 A/C (KVA): 0.0 PHASE B 6 46.3 CONNECTED LOAD (AMPS): 51.1 HEATING (KVA): 0.0 PHASE C 5 44.8 DEMAND LOAD (AMPS): 51.1 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 0.0 AMPACITY REQUIRED: 52.0 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. PANELBOARD SCHEDULE �- "LAO" MAIN: 250A MCB VOLTAGE: 208/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 3,059 CKT BKR TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP BKR CKT # TYPE POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE TYPE # 1 20/1 REC -DRIVERS/EF-3 0.9 0.1 1.7 RTU-4 25/2 2 3 20/1 EF-4 0.5 1.7 --- -- 4 5 20/1 EF-5 0.5 2.3 WHE-1 30/2 6 7 20/1 EF-6 0.5 2.3 --- -- 8 Q 2(1/1 EF-7 �.7 i n nni i ni inr nnnni nnir nn inrni I.V UNLLCi ICE IYIHVrIIIVC LU/ I Url,l IU 11 20/1 EF-8 0.5 ' 1.0 GALLEY REFRIGERATOR 20/1 GFCI 12 13 20/1 PF-A1,A2,A3,A4 0.4 1.0 GALLEY REFRIGERATOR 20/1 GFCI 14 15 20/1 HWRP-1 0.2 0.7 GALLEY VENDING 20/1 GFCI 16 17 20/1 DRIVER VENDING 1.0 0.7 GALLEY VENDING 20/1 GFCI 18 19 20/1 DRIVER VENDING 1.0 _ 0.7 GALLEY VENDING 20/1 GFCI 20 21 20/1 DRIVER VENDING 1,0 1.0 GALLEY MICROWAVE 20/1 22 23 20/1 DRIVER VENDING 1.0 1.0 GALLEY MICROWAVE 20/1 24 25 20/1 REC -GALLEY CONU. 0.7 1.0 GALLEY MICROWAVE 20/1 26 27 GFCI 20/1 GALLEY ICE MACHINE 1.0 1.0 GALLEY MICROWAVE 20/1 28 29 GFCI 20/1 GALLEY REFRIGERATOR 1.0 1.0 GALLEY MICROWAVE 20/1 30 31 20/1 GALLEY MICROWAVE 1.0 1.0 GALLEY MICROWAVE 20/1 32 33 20/1 GALLEY MICROWAVE 1.0 0.4 REC -GALLEY CONV. 34 35 20/1 GALLEY MICROWAVE 1.0 0.7 REC - RESTROOM 20/1 36 37 20/1 GALLEY MICROWAVE 1.0 0.8 REC - WATERCOOLER 20/1 GFCI 38 39 20/1 GALLEY MICROWAVE 1.0 1.1 REC - RESTROOM 20/1 40 41 20/1 GALLEY MICROWAVE 1.0 0.9 REC - BREAKROOM 20/1 42 SECTION 2 SECTION 2 43 ZO/1 REC - BREAKROOM 0.7 1.2 REC -COFFEE BAR 20/1 44 45 20/1 REC -RTU/OPEN OFFICE 1.1 1.2 REC -COFFEE BAR 20/1 46 47 2011 REC -MAIN CORRIDOR 0.9 1.2 REC -COFFEE BAR 20/1 48 49 20/1 REC -CONFERENCE ROOM 0.7 0.7 REC - BREAKROOM FLRBOX 20/1 50 51 20/1 REC -OFFICE 0.5 0.7 REC - BREAKROOM FLRBOX 20/1 52 SPACE 54 55 20/1 GALLEY MICROWAVE 1.0 SPACE 56 57 20/1 GALLEY MICROWAVE 1.0 SPACE 58 59 20/1 GALLEY MICROWAVE 1.0 SPACE 60 61 20/1 GALLEY MICROWAVE 1.0 SPACE 62 63 20/1 GALLEY MICROWAVE 1.0 SPACE 64 65 20/1 GALLEY MICROWAVE 1.0 SPACE 66 67 20/1 GALLEY MICROWAVE 1.0 SPACE 68 69 20/1 GALLEY MICROWAVE 1.0 SPACE 70 SPACE 72 73 SPACE SPACE 74 75 SPACE SPACE 76 77 SPACE - SPACE 78 79 SPACE SPACE 80 81 SPACE SPACE 82 83 SPACE SPACE 84 SECTION 3 SECTION 3 85 SPACE SPACE 86 87 SPACE SPACE 88 89 SPACE SPACE 90 91 SPACE SPACE 92 93 SPACE SPACE g4 95 SPACE SPACE 96 97 SPACE SPACE 98 99 SPACE SPACE 100 101 SPACE SPACE 102 10,; SPACE SPACE 104 105 SPACE SPACE 106 107 SPACE SPACE 108 109 SPACE SPACE 110 111 SPACE SPACE 112 113 SPACE SPACE 114 115 ZO/1 SPARE SPARE 20/1 116 117 20/1 SPARE SPARE 20/1 118 119 20/1 SPARE SPARE 20/1 120 121 20/1 SPARE SPARE 20/1 122 123 20/1 SPARE SPARE 20/1 124 125 20/1 SPARE SPARE 20/1 126 LIGHTING (KVA): 0.0 0.0 6.3 3.5 0.0 0.0 16.0 4.0 0.0 8.9 0.0 3.3 4.5 11.1 0.0 CONNECTED LOAD (KVA): 57.6 RECEPTACLES (KVA): 15.2 DEMAND LOAD (KVA): 45.5 MOTORS (KVA): 3.5 PHASE A 20 169.8 A/C (KVA): 3.3 PHASE B 19 156.7 CONNECTED LOAD (AMPS): 159.9 HEATING (KVA}: 4.5 PHASE C 18 153.7 DEMAND LOAD (AMPS): 126.4 KITCHEN (KVA): 27.1 KVA AMPS MISCELLANEOUS {KVA): 4.0 AMPACITY REQUIRED: 126.4 NOTES: OVERCUR BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. LA1 LA2 LA3 LA4 LA5 LAO LA6 BC1 i 2727 Paces Fer rSEAL CONSULTANT PRINT RECORD PROJECT INFORMATION SCANNELL BACKGROUND REVISIONS: PROJECT NO SHEET TITLE SHEET NUMBER FOR CONSTRUCTION y Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 3. �•2 Jordan � Skala Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 Project Number: 1910150 Drawn By:AWO Checked By:WR6 NUMBER DATE DESCRIPTION 06l10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET /PROGRESS SET 08/15/19 95%REVIEW SET 10/30/19 PERMIT SET 02/07120 ISSUED FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN #1 BUILT -TO -SUIT FOR ELLINGT®N DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 P R tS P E R T 1 c 5 THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ARCHITECTURAL: BACKGROUNDS PLANS 02/05/20 CIVIL: CIVIL PLAN 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C 09/05/19 10/30/19 2019-047 ELECTRICAL PANELBOARD SCHEDULES E=004 PANELBOARD SCHEDULE - "LA5" MAIN: 100A MCB VOLTAGE: 208/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 1,702 CKT TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP CKT # POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE # 1 20/1 RECEPT-OH DOOR 0.4 SPACE 2 3 20/1 RECEPT-OH DOOR 0.4 SPACE 4 5 20/1 RECEPT-COLUMN H4 0.4 SPACE 6 7 20/1 RECEPT-COLUMN H6 0.4 SPACE 8 9 20/1 RECEPT-SERVICE 0.2 SPACE 10 11 SPACE SPACE 12 13 SPACE SPACE 14 15 SPACE SPACE 16 17 SPACE SPACE 18 19 SPACE SPACE 20 21 SPACE SPACE 22 23 SPACE - SPACE 24 25 SPACE SPACE 26 27 SPACE SPACE 28 29 SPACE SPACE 30 31 20/1 WL-A20,A21,A22 0.7 SPACE 32 33 SPACE SPARE 20/1 34 35 SPACE SPARE 20/1 36 37 SPACE SPARE 20/1 38 39 SPACE SPARE 20/1 40 41 SPACE SPARE ZO/1 42 LIGHTING (KVA): 0.0 0.0 1.8 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 CONNECTED LOAD (KVA): 2.5 RECEPTACLES (KVA): 1.8 DEMAND LOAD (KVA): 2.5 MOTORS (KVA): 0.7 PHASE A 2 12.7 A/C (KVA): 0.0 PHASE B 1 4.8 CONNECTED LOAD (AMPS): 6.9 HEATING (KVA): 0.0 PHASE C 0 3.3 DEMAND LOAD (AMPS): 6.9 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 0.0 AMPACITY REQUIRED: 6.9 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. DISTRIBUTION PANEL SCHEDULE - "BC1" MAIN: 800A MLO VOLTAGE: 480/277 PHASE: 3 WIRE: 4 MTG: FLOOR AIC: CKT OVERCURRENT DEVICE LOAD (KVA) PHASE # FRAME TRIP FUSE POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C 1 60A 30A 3 BATTERY CHARGER RECEPT 5.0 2 60A 30A 3 BATTERY CHARGER RECEPT 5.0 3 60A 30A 3 BATTERY CHARGER RECEPT 5.0 4 60A 30A 3 BATTERY CHARGER RECEPT 5.0 5 60A 30A 3 SPACE 6 60A 3 SPACE 7 60A 3 SPACE 8 60A 3 SPACE 9 60A 3 SPACE 10 60A 3 SPACE 0.0 0.0 0.0 0.0 0.0 0.0 59.8 CONNECTED LOAD (KVA): 59.8 DEMAND LOAD (KVA): 59.8 PHASE A 72.0 19.9 PHASE B 72.0 19.9 CONNECTED LOAD (AMPS) 72.0 PHASE C 72.0 19.9 DEMAND LOAD (AMPS): 72.0 AMPS KVA AMPACITY REQUIRED: 72.0 NOTES: FOR ANY BREAKER 1200A OR HIGHER, AN ARC -ENERGY REDUCING SWITCH SHALL BE PROVIDED, OR A PLACARD STATING "WHEN WORKING WITHIN THE ARC -FLASH BOUNDARY, BREAKER INSTANTANEOUS SETTING SHOULD BE MINIMIZED FOR ARC -ENERGY REDUCTION PURPOSES. ORIGINAL SETTING SHALL BE RESTORED UPON WORK COMPLETION". PANELBOARD SCHEDULE - "LA3" MAIN: 150A MCB VOLTAGE: 2(i8/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 2,663 CKT TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP CKT # POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE # 1 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-SERVICE 20/1 2 3 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-COLUMN H18 20/1 4 5 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-COLUMN H2O 20/1 6 7 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-COLUMN H22 20/1 8 9 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-SERVICE 20/1 10 11 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 12 13 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 14 15 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 16 17 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 18 19 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 20 21 SPACE SPACE 22 23 SPACE SPACE 24 25 20/1 RECEPT-OH DOOR 0.4 I SPACE 26 27 20/1 RECEPT-OH DOOR 0.4 SPACE 28 29 20/1 RECEPT-OH DOOR 0.4 SPACE 30 ff SPACE32 PUBLISH RECEPT-DOCK FAN/LT 0.1 1.1 I SPARE 20/1 34 35 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPARE 20/1 36 37 20/1 RECEPT -DOCK FAN/LT 0.1 1.1 SPARE 20/1 38 SPARE 20/ 1 40 41 SPACE SPARE 20/1 42 LIGHTING (KVA): 1.3 1.3 1.2 15.0 0.0 0.0 0.0 0.0 0.0 0.9 0.0 0.0 0.0 0.0 0.0 CONNECTED LOAD (KVA): 18.4 RECEPTACLES (KVA): 2.1 DEMAND LOAD (KVA): 18.4 MOTORS (KVA): 15.0 PHASE A 7 62.3 A/C (KVA): 0.0 PHASE B 6 46.3 CONNECTED LOAD (AMPS): 51.1 HEATING (KVA): 0.0 PHASE C 5 44.8 DEMAND LOAD (AMPS): 51.1 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 0.0 AMPACITY REQUIRED: 52.0 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. PANELBOARD SCHEDULE �- "LAO" MAIN: 250A MCB VOLTAGE: 208/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 3,059 CKT BKR TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP BKR CKT # TYPE POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE TYPE # 1 20/1 REC -DRIVERS/EF-3 0.9 0.1 1.7 RTU-4 25/2 2 3 20/1 EF-4 0.5 1.7 --- -- 4 5 20/1 EF-5 0.5 2.3 WHE-1 30/2 6 7 20/1 EF-6 0.5 2.3 --- -- 8 Q 2(1/1 EF-7 �.7 i n nni i ni inr nnnni nnir nn inrni I.V UNLLCi ICE IYIHVrIIIVC LU/ I Url,l IU 11 20/1 EF-8 0.5 ' 1.0 GALLEY REFRIGERATOR 20/1 GFCI 12 13 20/1 PF-A1,A2,A3,A4 0.4 1.0 GALLEY REFRIGERATOR 20/1 GFCI 14 15 20/1 HWRP-1 0.2 0.7 GALLEY VENDING 20/1 GFCI 16 17 20/1 DRIVER VENDING 1.0 0.7 GALLEY VENDING 20/1 GFCI 18 19 20/1 DRIVER VENDING 1.0 _ 0.7 GALLEY VENDING 20/1 GFCI 20 21 20/1 DRIVER VENDING 1,0 1.0 GALLEY MICROWAVE 20/1 22 23 20/1 DRIVER VENDING 1.0 1.0 GALLEY MICROWAVE 20/1 24 25 20/1 REC -GALLEY CONU. 0.7 1.0 GALLEY MICROWAVE 20/1 26 27 GFCI 20/1 GALLEY ICE MACHINE 1.0 1.0 GALLEY MICROWAVE 20/1 28 29 GFCI 20/1 GALLEY REFRIGERATOR 1.0 1.0 GALLEY MICROWAVE 20/1 30 31 20/1 GALLEY MICROWAVE 1.0 1.0 GALLEY MICROWAVE 20/1 32 33 20/1 GALLEY MICROWAVE 1.0 0.4 REC -GALLEY CONV. 34 35 20/1 GALLEY MICROWAVE 1.0 0.7 REC - RESTROOM 20/1 36 37 20/1 GALLEY MICROWAVE 1.0 0.8 REC - WATERCOOLER 20/1 GFCI 38 39 20/1 GALLEY MICROWAVE 1.0 1.1 REC - RESTROOM 20/1 40 41 20/1 GALLEY MICROWAVE 1.0 0.9 REC - BREAKROOM 20/1 42 SECTION 2 SECTION 2 43 ZO/1 REC - BREAKROOM 0.7 1.2 REC -COFFEE BAR 20/1 44 45 20/1 REC -RTU/OPEN OFFICE 1.1 1.2 REC -COFFEE BAR 20/1 46 47 2011 REC -MAIN CORRIDOR 0.9 1.2 REC -COFFEE BAR 20/1 48 49 20/1 REC -CONFERENCE ROOM 0.7 0.7 REC - BREAKROOM FLRBOX 20/1 50 51 20/1 REC -OFFICE 0.5 0.7 REC - BREAKROOM FLRBOX 20/1 52 SPACE 54 55 20/1 GALLEY MICROWAVE 1.0 SPACE 56 57 20/1 GALLEY MICROWAVE 1.0 SPACE 58 59 20/1 GALLEY MICROWAVE 1.0 SPACE 60 61 20/1 GALLEY MICROWAVE 1.0 SPACE 62 63 20/1 GALLEY MICROWAVE 1.0 SPACE 64 65 20/1 GALLEY MICROWAVE 1.0 SPACE 66 67 20/1 GALLEY MICROWAVE 1.0 SPACE 68 69 20/1 GALLEY MICROWAVE 1.0 SPACE 70 SPACE 72 73 SPACE SPACE 74 75 SPACE SPACE 76 77 SPACE - SPACE 78 79 SPACE SPACE 80 81 SPACE SPACE 82 83 SPACE SPACE 84 SECTION 3 SECTION 3 85 SPACE SPACE 86 87 SPACE SPACE 88 89 SPACE SPACE 90 91 SPACE SPACE 92 93 SPACE SPACE g4 95 SPACE SPACE 96 97 SPACE SPACE 98 99 SPACE SPACE 100 101 SPACE SPACE 102 10,; SPACE SPACE 104 105 SPACE SPACE 106 107 SPACE SPACE 108 109 SPACE SPACE 110 111 SPACE SPACE 112 113 SPACE SPACE 114 115 ZO/1 SPARE SPARE 20/1 116 117 20/1 SPARE SPARE 20/1 118 119 20/1 SPARE SPARE 20/1 120 121 20/1 SPARE SPARE 20/1 122 123 20/1 SPARE SPARE 20/1 124 125 20/1 SPARE SPARE 20/1 126 LIGHTING (KVA): 0.0 0.0 6.3 3.5 0.0 0.0 16.0 4.0 0.0 8.9 0.0 3.3 4.5 11.1 0.0 CONNECTED LOAD (KVA): 57.6 RECEPTACLES (KVA): 15.2 DEMAND LOAD (KVA): 45.5 MOTORS (KVA): 3.5 PHASE A 20 169.8 A/C (KVA): 3.3 PHASE B 19 156.7 CONNECTED LOAD (AMPS): 159.9 HEATING (KVA}: 4.5 PHASE C 18 153.7 DEMAND LOAD (AMPS): 126.4 KITCHEN (KVA): 27.1 KVA AMPS MISCELLANEOUS {KVA): 4.0 AMPACITY REQUIRED: 126.4 NOTES: OVERCUR BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. LA1 LA2 LA3 LA4 LA5 LAO LA6 BC1 i 2727 Paces Fer rSEAL CONSULTANT PRINT RECORD PROJECT INFORMATION SCANNELL BACKGROUND REVISIONS: PROJECT NO SHEET TITLE SHEET NUMBER FOR CONSTRUCTION y Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 3. �•2 Jordan � Skala Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 Project Number: 1910150 Drawn By:AWO Checked By:WR6 NUMBER DATE DESCRIPTION 06l10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET /PROGRESS SET 08/15/19 95%REVIEW SET 10/30/19 PERMIT SET 02/07120 ISSUED FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN #1 BUILT -TO -SUIT FOR ELLINGT®N DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 P R tS P E R T 1 c 5 THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ARCHITECTURAL: BACKGROUNDS PLANS 02/05/20 CIVIL: CIVIL PLAN 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C 09/05/19 10/30/19 2019-047 ELECTRICAL PANELBOARD SCHEDULES E=004 DISTRIBUTION PANEL SCHEDULE - "BC1" MAIN: 800A MLO VOLTAGE: 480/277 PHASE: 3 WIRE: 4 MTG: FLOOR AIC: CKT OVERCURRENT DEVICE LOAD (KVA) PHASE # FRAME TRIP FUSE POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C 1 60A 30A 3 BATTERY CHARGER RECEPT 5.0 2 60A 30A 3 BATTERY CHARGER RECEPT 5.0 3 60A 30A 3 BATTERY CHARGER RECEPT 5.0 4 60A 30A 3 BATTERY CHARGER RECEPT 5.0 5 60A 30A 3 SPACE 6 60A 3 SPACE 7 60A 3 SPACE 8 60A 3 SPACE 9 60A 3 SPACE 10 60A 3 SPACE 0.0 0.0 0.0 0.0 0.0 0.0 59.8 CONNECTED LOAD (KVA): 59.8 DEMAND LOAD (KVA): 59.8 PHASE A 72.0 19.9 PHASE B 72.0 19.9 CONNECTED LOAD (AMPS) 72.0 PHASE C 72.0 19.9 DEMAND LOAD (AMPS): 72.0 AMPS KVA AMPACITY REQUIRED: 72.0 NOTES: FOR ANY BREAKER 1200A OR HIGHER, AN ARC -ENERGY REDUCING SWITCH SHALL BE PROVIDED, OR A PLACARD STATING "WHEN WORKING WITHIN THE ARC -FLASH BOUNDARY, BREAKER INSTANTANEOUS SETTING SHOULD BE MINIMIZED FOR ARC -ENERGY REDUCTION PURPOSES. ORIGINAL SETTING SHALL BE RESTORED UPON WORK COMPLETION". PANELBOARD SCHEDULE - "LA3" MAIN: 150A MCB VOLTAGE: 2(i8/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 2,663 CKT TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP CKT # POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE # 1 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-SERVICE 20/1 2 3 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-COLUMN H18 20/1 4 5 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-COLUMN H2O 20/1 6 7 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-COLUMN H22 20/1 8 9 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-SERVICE 20/1 10 11 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 12 13 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 14 15 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 16 17 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 18 19 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 20 21 SPACE SPACE 22 23 SPACE SPACE 24 25 20/1 RECEPT-OH DOOR 0.4 I SPACE 26 27 20/1 RECEPT-OH DOOR 0.4 SPACE 28 29 20/1 RECEPT-OH DOOR 0.4 SPACE 30 ff SPACE32 PUBLISH RECEPT-DOCK FAN/LT 0.1 1.1 I SPARE 20/1 34 35 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPARE 20/1 36 37 20/1 RECEPT -DOCK FAN/LT 0.1 1.1 SPARE 20/1 38 SPARE 20/ 1 40 41 SPACE SPARE 20/1 42 LIGHTING (KVA): 1.3 1.3 1.2 15.0 0.0 0.0 0.0 0.0 0.0 0.9 0.0 0.0 0.0 0.0 0.0 CONNECTED LOAD (KVA): 18.4 RECEPTACLES (KVA): 2.1 DEMAND LOAD (KVA): 18.4 MOTORS (KVA): 15.0 PHASE A 7 62.3 A/C (KVA): 0.0 PHASE B 6 46.3 CONNECTED LOAD (AMPS): 51.1 HEATING (KVA): 0.0 PHASE C 5 44.8 DEMAND LOAD (AMPS): 51.1 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 0.0 AMPACITY REQUIRED: 52.0 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. PANELBOARD SCHEDULE �- "LAO" MAIN: 250A MCB VOLTAGE: 208/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 3,059 CKT BKR TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP BKR CKT # TYPE POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE TYPE # 1 20/1 REC -DRIVERS/EF-3 0.9 0.1 1.7 RTU-4 25/2 2 3 20/1 EF-4 0.5 1.7 --- -- 4 5 20/1 EF-5 0.5 2.3 WHE-1 30/2 6 7 20/1 EF-6 0.5 2.3 --- -- 8 Q 2(1/1 EF-7 �.7 i n nni i ni inr nnnni nnir nn inrni I.V UNLLCi ICE IYIHVrIIIVC LU/ I Url,l IU 11 20/1 EF-8 0.5 ' 1.0 GALLEY REFRIGERATOR 20/1 GFCI 12 13 20/1 PF-A1,A2,A3,A4 0.4 1.0 GALLEY REFRIGERATOR 20/1 GFCI 14 15 20/1 HWRP-1 0.2 0.7 GALLEY VENDING 20/1 GFCI 16 17 20/1 DRIVER VENDING 1.0 0.7 GALLEY VENDING 20/1 GFCI 18 19 20/1 DRIVER VENDING 1.0 _ 0.7 GALLEY VENDING 20/1 GFCI 20 21 20/1 DRIVER VENDING 1,0 1.0 GALLEY MICROWAVE 20/1 22 23 20/1 DRIVER VENDING 1.0 1.0 GALLEY MICROWAVE 20/1 24 25 20/1 REC -GALLEY CONU. 0.7 1.0 GALLEY MICROWAVE 20/1 26 27 GFCI 20/1 GALLEY ICE MACHINE 1.0 1.0 GALLEY MICROWAVE 20/1 28 29 GFCI 20/1 GALLEY REFRIGERATOR 1.0 1.0 GALLEY MICROWAVE 20/1 30 31 20/1 GALLEY MICROWAVE 1.0 1.0 GALLEY MICROWAVE 20/1 32 33 20/1 GALLEY MICROWAVE 1.0 0.4 REC -GALLEY CONV. 34 35 20/1 GALLEY MICROWAVE 1.0 0.7 REC - RESTROOM 20/1 36 37 20/1 GALLEY MICROWAVE 1.0 0.8 REC - WATERCOOLER 20/1 GFCI 38 39 20/1 GALLEY MICROWAVE 1.0 1.1 REC - RESTROOM 20/1 40 41 20/1 GALLEY MICROWAVE 1.0 0.9 REC - BREAKROOM 20/1 42 SECTION 2 SECTION 2 43 ZO/1 REC - BREAKROOM 0.7 1.2 REC -COFFEE BAR 20/1 44 45 20/1 REC -RTU/OPEN OFFICE 1.1 1.2 REC -COFFEE BAR 20/1 46 47 2011 REC -MAIN CORRIDOR 0.9 1.2 REC -COFFEE BAR 20/1 48 49 20/1 REC -CONFERENCE ROOM 0.7 0.7 REC - BREAKROOM FLRBOX 20/1 50 51 20/1 REC -OFFICE 0.5 0.7 REC - BREAKROOM FLRBOX 20/1 52 SPACE 54 55 20/1 GALLEY MICROWAVE 1.0 SPACE 56 57 20/1 GALLEY MICROWAVE 1.0 SPACE 58 59 20/1 GALLEY MICROWAVE 1.0 SPACE 60 61 20/1 GALLEY MICROWAVE 1.0 SPACE 62 63 20/1 GALLEY MICROWAVE 1.0 SPACE 64 65 20/1 GALLEY MICROWAVE 1.0 SPACE 66 67 20/1 GALLEY MICROWAVE 1.0 SPACE 68 69 20/1 GALLEY MICROWAVE 1.0 SPACE 70 SPACE 72 73 SPACE SPACE 74 75 SPACE SPACE 76 77 SPACE - SPACE 78 79 SPACE SPACE 80 81 SPACE SPACE 82 83 SPACE SPACE 84 SECTION 3 SECTION 3 85 SPACE SPACE 86 87 SPACE SPACE 88 89 SPACE SPACE 90 91 SPACE SPACE 92 93 SPACE SPACE g4 95 SPACE SPACE 96 97 SPACE SPACE 98 99 SPACE SPACE 100 101 SPACE SPACE 102 10,; SPACE SPACE 104 105 SPACE SPACE 106 107 SPACE SPACE 108 109 SPACE SPACE 110 111 SPACE SPACE 112 113 SPACE SPACE 114 115 ZO/1 SPARE SPARE 20/1 116 117 20/1 SPARE SPARE 20/1 118 119 20/1 SPARE SPARE 20/1 120 121 20/1 SPARE SPARE 20/1 122 123 20/1 SPARE SPARE 20/1 124 125 20/1 SPARE SPARE 20/1 126 LIGHTING (KVA): 0.0 0.0 6.3 3.5 0.0 0.0 16.0 4.0 0.0 8.9 0.0 3.3 4.5 11.1 0.0 CONNECTED LOAD (KVA): 57.6 RECEPTACLES (KVA): 15.2 DEMAND LOAD (KVA): 45.5 MOTORS (KVA): 3.5 PHASE A 20 169.8 A/C (KVA): 3.3 PHASE B 19 156.7 CONNECTED LOAD (AMPS): 159.9 HEATING (KVA}: 4.5 PHASE C 18 153.7 DEMAND LOAD (AMPS): 126.4 KITCHEN (KVA): 27.1 KVA AMPS MISCELLANEOUS {KVA): 4.0 AMPACITY REQUIRED: 126.4 NOTES: OVERCUR BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. LA1 LA2 LA3 LA4 LA5 LAO LA6 BC1 i 2727 Paces Fer rSEAL CONSULTANT PRINT RECORD PROJECT INFORMATION SCANNELL BACKGROUND REVISIONS: PROJECT NO SHEET TITLE SHEET NUMBER FOR CONSTRUCTION y Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 3. �•2 Jordan � Skala Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 Project Number: 1910150 Drawn By:AWO Checked By:WR6 NUMBER DATE DESCRIPTION 06l10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET /PROGRESS SET 08/15/19 95%REVIEW SET 10/30/19 PERMIT SET 02/07120 ISSUED FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN #1 BUILT -TO -SUIT FOR ELLINGT®N DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 P R tS P E R T 1 c 5 THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ARCHITECTURAL: BACKGROUNDS PLANS 02/05/20 CIVIL: CIVIL PLAN 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C 09/05/19 10/30/19 2019-047 ELECTRICAL PANELBOARD SCHEDULES E=004 PANELBOARD SCHEDULE - "LA3" MAIN: 150A MCB VOLTAGE: 2(i8/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 2,663 CKT TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP CKT # POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE # 1 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-SERVICE 20/1 2 3 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-COLUMN H18 20/1 4 5 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-COLUMN H2O 20/1 6 7 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-COLUMN H22 20/1 8 9 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 0.2 RECEPT-SERVICE 20/1 10 11 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 12 13 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 14 15 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 16 17 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 18 19 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPACE 20 21 SPACE SPACE 22 23 SPACE SPACE 24 25 20/1 RECEPT-OH DOOR 0.4 I SPACE 26 27 20/1 RECEPT-OH DOOR 0.4 SPACE 28 29 20/1 RECEPT-OH DOOR 0.4 SPACE 30 ff SPACE32 PUBLISH RECEPT-DOCK FAN/LT 0.1 1.1 I SPARE 20/1 34 35 20/1 RECEPT-DOCK FAN/LT 0.1 1.1 SPARE 20/1 36 37 20/1 RECEPT -DOCK FAN/LT 0.1 1.1 SPARE 20/1 38 SPARE 20/ 1 40 41 SPACE SPARE 20/1 42 LIGHTING (KVA): 1.3 1.3 1.2 15.0 0.0 0.0 0.0 0.0 0.0 0.9 0.0 0.0 0.0 0.0 0.0 CONNECTED LOAD (KVA): 18.4 RECEPTACLES (KVA): 2.1 DEMAND LOAD (KVA): 18.4 MOTORS (KVA): 15.0 PHASE A 7 62.3 A/C (KVA): 0.0 PHASE B 6 46.3 CONNECTED LOAD (AMPS): 51.1 HEATING (KVA): 0.0 PHASE C 5 44.8 DEMAND LOAD (AMPS): 51.1 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 0.0 AMPACITY REQUIRED: 52.0 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. PANELBOARD SCHEDULE �- "LAO" MAIN: 250A MCB VOLTAGE: 208/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 3,059 CKT BKR TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP BKR CKT # TYPE POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE TYPE # 1 20/1 REC -DRIVERS/EF-3 0.9 0.1 1.7 RTU-4 25/2 2 3 20/1 EF-4 0.5 1.7 --- -- 4 5 20/1 EF-5 0.5 2.3 WHE-1 30/2 6 7 20/1 EF-6 0.5 2.3 --- -- 8 Q 2(1/1 EF-7 �.7 i n nni i ni inr nnnni nnir nn inrni I.V UNLLCi ICE IYIHVrIIIVC LU/ I Url,l IU 11 20/1 EF-8 0.5 ' 1.0 GALLEY REFRIGERATOR 20/1 GFCI 12 13 20/1 PF-A1,A2,A3,A4 0.4 1.0 GALLEY REFRIGERATOR 20/1 GFCI 14 15 20/1 HWRP-1 0.2 0.7 GALLEY VENDING 20/1 GFCI 16 17 20/1 DRIVER VENDING 1.0 0.7 GALLEY VENDING 20/1 GFCI 18 19 20/1 DRIVER VENDING 1.0 _ 0.7 GALLEY VENDING 20/1 GFCI 20 21 20/1 DRIVER VENDING 1,0 1.0 GALLEY MICROWAVE 20/1 22 23 20/1 DRIVER VENDING 1.0 1.0 GALLEY MICROWAVE 20/1 24 25 20/1 REC -GALLEY CONU. 0.7 1.0 GALLEY MICROWAVE 20/1 26 27 GFCI 20/1 GALLEY ICE MACHINE 1.0 1.0 GALLEY MICROWAVE 20/1 28 29 GFCI 20/1 GALLEY REFRIGERATOR 1.0 1.0 GALLEY MICROWAVE 20/1 30 31 20/1 GALLEY MICROWAVE 1.0 1.0 GALLEY MICROWAVE 20/1 32 33 20/1 GALLEY MICROWAVE 1.0 0.4 REC -GALLEY CONV. 34 35 20/1 GALLEY MICROWAVE 1.0 0.7 REC - RESTROOM 20/1 36 37 20/1 GALLEY MICROWAVE 1.0 0.8 REC - WATERCOOLER 20/1 GFCI 38 39 20/1 GALLEY MICROWAVE 1.0 1.1 REC - RESTROOM 20/1 40 41 20/1 GALLEY MICROWAVE 1.0 0.9 REC - BREAKROOM 20/1 42 SECTION 2 SECTION 2 43 ZO/1 REC - BREAKROOM 0.7 1.2 REC -COFFEE BAR 20/1 44 45 20/1 REC -RTU/OPEN OFFICE 1.1 1.2 REC -COFFEE BAR 20/1 46 47 2011 REC -MAIN CORRIDOR 0.9 1.2 REC -COFFEE BAR 20/1 48 49 20/1 REC -CONFERENCE ROOM 0.7 0.7 REC - BREAKROOM FLRBOX 20/1 50 51 20/1 REC -OFFICE 0.5 0.7 REC - BREAKROOM FLRBOX 20/1 52 SPACE 54 55 20/1 GALLEY MICROWAVE 1.0 SPACE 56 57 20/1 GALLEY MICROWAVE 1.0 SPACE 58 59 20/1 GALLEY MICROWAVE 1.0 SPACE 60 61 20/1 GALLEY MICROWAVE 1.0 SPACE 62 63 20/1 GALLEY MICROWAVE 1.0 SPACE 64 65 20/1 GALLEY MICROWAVE 1.0 SPACE 66 67 20/1 GALLEY MICROWAVE 1.0 SPACE 68 69 20/1 GALLEY MICROWAVE 1.0 SPACE 70 SPACE 72 73 SPACE SPACE 74 75 SPACE SPACE 76 77 SPACE - SPACE 78 79 SPACE SPACE 80 81 SPACE SPACE 82 83 SPACE SPACE 84 SECTION 3 SECTION 3 85 SPACE SPACE 86 87 SPACE SPACE 88 89 SPACE SPACE 90 91 SPACE SPACE 92 93 SPACE SPACE g4 95 SPACE SPACE 96 97 SPACE SPACE 98 99 SPACE SPACE 100 101 SPACE SPACE 102 10,; SPACE SPACE 104 105 SPACE SPACE 106 107 SPACE SPACE 108 109 SPACE SPACE 110 111 SPACE SPACE 112 113 SPACE SPACE 114 115 ZO/1 SPARE SPARE 20/1 116 117 20/1 SPARE SPARE 20/1 118 119 20/1 SPARE SPARE 20/1 120 121 20/1 SPARE SPARE 20/1 122 123 20/1 SPARE SPARE 20/1 124 125 20/1 SPARE SPARE 20/1 126 LIGHTING (KVA): 0.0 0.0 6.3 3.5 0.0 0.0 16.0 4.0 0.0 8.9 0.0 3.3 4.5 11.1 0.0 CONNECTED LOAD (KVA): 57.6 RECEPTACLES (KVA): 15.2 DEMAND LOAD (KVA): 45.5 MOTORS (KVA): 3.5 PHASE A 20 169.8 A/C (KVA): 3.3 PHASE B 19 156.7 CONNECTED LOAD (AMPS): 159.9 HEATING (KVA}: 4.5 PHASE C 18 153.7 DEMAND LOAD (AMPS): 126.4 KITCHEN (KVA): 27.1 KVA AMPS MISCELLANEOUS {KVA): 4.0 AMPACITY REQUIRED: 126.4 NOTES: OVERCUR BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. LA1 LA2 LA3 LA4 LA5 LAO LA6 BC1 i 2727 Paces Fer rSEAL CONSULTANT PRINT RECORD PROJECT INFORMATION SCANNELL BACKGROUND REVISIONS: PROJECT NO SHEET TITLE SHEET NUMBER FOR CONSTRUCTION y Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 3. �•2 Jordan � Skala Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 Project Number: 1910150 Drawn By:AWO Checked By:WR6 NUMBER DATE DESCRIPTION 06l10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET /PROGRESS SET 08/15/19 95%REVIEW SET 10/30/19 PERMIT SET 02/07120 ISSUED FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN #1 BUILT -TO -SUIT FOR ELLINGT®N DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 P R tS P E R T 1 c 5 THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ARCHITECTURAL: BACKGROUNDS PLANS 02/05/20 CIVIL: CIVIL PLAN 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C 09/05/19 10/30/19 2019-047 ELECTRICAL PANELBOARD SCHEDULES E=004 PANELBOARD SCHEDULE �- "LAO" MAIN: 250A MCB VOLTAGE: 208/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 3,059 CKT BKR TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP BKR CKT # TYPE POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE TYPE # 1 20/1 REC -DRIVERS/EF-3 0.9 0.1 1.7 RTU-4 25/2 2 3 20/1 EF-4 0.5 1.7 --- -- 4 5 20/1 EF-5 0.5 2.3 WHE-1 30/2 6 7 20/1 EF-6 0.5 2.3 --- -- 8 Q 2(1/1 EF-7 �.7 i n nni i ni inr nnnni nnir nn inrni I.V UNLLCi ICE IYIHVrIIIVC LU/ I Url,l IU 11 20/1 EF-8 0.5 ' 1.0 GALLEY REFRIGERATOR 20/1 GFCI 12 13 20/1 PF-A1,A2,A3,A4 0.4 1.0 GALLEY REFRIGERATOR 20/1 GFCI 14 15 20/1 HWRP-1 0.2 0.7 GALLEY VENDING 20/1 GFCI 16 17 20/1 DRIVER VENDING 1.0 0.7 GALLEY VENDING 20/1 GFCI 18 19 20/1 DRIVER VENDING 1.0 _ 0.7 GALLEY VENDING 20/1 GFCI 20 21 20/1 DRIVER VENDING 1,0 1.0 GALLEY MICROWAVE 20/1 22 23 20/1 DRIVER VENDING 1.0 1.0 GALLEY MICROWAVE 20/1 24 25 20/1 REC -GALLEY CONU. 0.7 1.0 GALLEY MICROWAVE 20/1 26 27 GFCI 20/1 GALLEY ICE MACHINE 1.0 1.0 GALLEY MICROWAVE 20/1 28 29 GFCI 20/1 GALLEY REFRIGERATOR 1.0 1.0 GALLEY MICROWAVE 20/1 30 31 20/1 GALLEY MICROWAVE 1.0 1.0 GALLEY MICROWAVE 20/1 32 33 20/1 GALLEY MICROWAVE 1.0 0.4 REC -GALLEY CONV. 34 35 20/1 GALLEY MICROWAVE 1.0 0.7 REC - RESTROOM 20/1 36 37 20/1 GALLEY MICROWAVE 1.0 0.8 REC - WATERCOOLER 20/1 GFCI 38 39 20/1 GALLEY MICROWAVE 1.0 1.1 REC - RESTROOM 20/1 40 41 20/1 GALLEY MICROWAVE 1.0 0.9 REC - BREAKROOM 20/1 42 SECTION 2 SECTION 2 43 ZO/1 REC - BREAKROOM 0.7 1.2 REC -COFFEE BAR 20/1 44 45 20/1 REC -RTU/OPEN OFFICE 1.1 1.2 REC -COFFEE BAR 20/1 46 47 2011 REC -MAIN CORRIDOR 0.9 1.2 REC -COFFEE BAR 20/1 48 49 20/1 REC -CONFERENCE ROOM 0.7 0.7 REC - BREAKROOM FLRBOX 20/1 50 51 20/1 REC -OFFICE 0.5 0.7 REC - BREAKROOM FLRBOX 20/1 52 SPACE 54 55 20/1 GALLEY MICROWAVE 1.0 SPACE 56 57 20/1 GALLEY MICROWAVE 1.0 SPACE 58 59 20/1 GALLEY MICROWAVE 1.0 SPACE 60 61 20/1 GALLEY MICROWAVE 1.0 SPACE 62 63 20/1 GALLEY MICROWAVE 1.0 SPACE 64 65 20/1 GALLEY MICROWAVE 1.0 SPACE 66 67 20/1 GALLEY MICROWAVE 1.0 SPACE 68 69 20/1 GALLEY MICROWAVE 1.0 SPACE 70 SPACE 72 73 SPACE SPACE 74 75 SPACE SPACE 76 77 SPACE - SPACE 78 79 SPACE SPACE 80 81 SPACE SPACE 82 83 SPACE SPACE 84 SECTION 3 SECTION 3 85 SPACE SPACE 86 87 SPACE SPACE 88 89 SPACE SPACE 90 91 SPACE SPACE 92 93 SPACE SPACE g4 95 SPACE SPACE 96 97 SPACE SPACE 98 99 SPACE SPACE 100 101 SPACE SPACE 102 10,; SPACE SPACE 104 105 SPACE SPACE 106 107 SPACE SPACE 108 109 SPACE SPACE 110 111 SPACE SPACE 112 113 SPACE SPACE 114 115 ZO/1 SPARE SPARE 20/1 116 117 20/1 SPARE SPARE 20/1 118 119 20/1 SPARE SPARE 20/1 120 121 20/1 SPARE SPARE 20/1 122 123 20/1 SPARE SPARE 20/1 124 125 20/1 SPARE SPARE 20/1 126 LIGHTING (KVA): 0.0 0.0 6.3 3.5 0.0 0.0 16.0 4.0 0.0 8.9 0.0 3.3 4.5 11.1 0.0 CONNECTED LOAD (KVA): 57.6 RECEPTACLES (KVA): 15.2 DEMAND LOAD (KVA): 45.5 MOTORS (KVA): 3.5 PHASE A 20 169.8 A/C (KVA): 3.3 PHASE B 19 156.7 CONNECTED LOAD (AMPS): 159.9 HEATING (KVA}: 4.5 PHASE C 18 153.7 DEMAND LOAD (AMPS): 126.4 KITCHEN (KVA): 27.1 KVA AMPS MISCELLANEOUS {KVA): 4.0 AMPACITY REQUIRED: 126.4 NOTES: OVERCUR BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. LA1 LA2 LA3 LA4 LA5 LAO LA6 BC1 i 2727 Paces Fer rSEAL CONSULTANT PRINT RECORD PROJECT INFORMATION SCANNELL BACKGROUND REVISIONS: PROJECT NO SHEET TITLE SHEET NUMBER FOR CONSTRUCTION y Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 3. �•2 Jordan � Skala Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 Project Number: 1910150 Drawn By:AWO Checked By:WR6 NUMBER DATE DESCRIPTION 06l10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET /PROGRESS SET 08/15/19 95%REVIEW SET 10/30/19 PERMIT SET 02/07120 ISSUED FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN #1 BUILT -TO -SUIT FOR ELLINGT®N DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 P R tS P E R T 1 c 5 THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ARCHITECTURAL: BACKGROUNDS PLANS 02/05/20 CIVIL: CIVIL PLAN 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C 09/05/19 10/30/19 2019-047 ELECTRICAL PANELBOARD SCHEDULES E=004 LA1 LA2 LA3 LA4 LA5 LAO LA6 BC1 i 2727 Paces Fer rSEAL CONSULTANT PRINT RECORD PROJECT INFORMATION SCANNELL BACKGROUND REVISIONS: PROJECT NO SHEET TITLE SHEET NUMBER FOR CONSTRUCTION y Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 3. �•2 Jordan � Skala Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 Project Number: 1910150 Drawn By:AWO Checked By:WR6 NUMBER DATE DESCRIPTION 06l10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET /PROGRESS SET 08/15/19 95%REVIEW SET 10/30/19 PERMIT SET 02/07120 ISSUED FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN #1 BUILT -TO -SUIT FOR ELLINGT®N DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 P R tS P E R T 1 c 5 THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ARCHITECTURAL: BACKGROUNDS PLANS 02/05/20 CIVIL: CIVIL PLAN 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C 09/05/19 10/30/19 2019-047 ELECTRICAL PANELBOARD SCHEDULES E=004 i 2727 Paces Fer rSEAL CONSULTANT PRINT RECORD PROJECT INFORMATION SCANNELL BACKGROUND REVISIONS: PROJECT NO SHEET TITLE SHEET NUMBER FOR CONSTRUCTION y Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 3. �•2 Jordan � Skala Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 Project Number: 1910150 Drawn By:AWO Checked By:WR6 NUMBER DATE DESCRIPTION 06l10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET /PROGRESS SET 08/15/19 95%REVIEW SET 10/30/19 PERMIT SET 02/07120 ISSUED FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN #1 BUILT -TO -SUIT FOR ELLINGT®N DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 P R tS P E R T 1 c 5 THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ARCHITECTURAL: BACKGROUNDS PLANS 02/05/20 CIVIL: CIVIL PLAN 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C 09/05/19 10/30/19 2019-047 ELECTRICAL PANELBOARD SCHEDULES E=004 1 1 1 1 1 1 PANEL NOTES: 1. TVSS SHALL BE GE MODEL TLE 120 Y050 WM, NO EQUAL. 2. TVSS SHALL BE GE MODEL TLE 277 Y050 WM, NO EQUAL. FUSIBLE COORDINATION PANELBOARD SCHEDULE - "EHA1" MAIN: 200A MLO VOLTAGE: 4 MAIN: ill+ 1 I-aaaa 1 1 ®1 1 1 1 1 i t 1 1 �I -aaaa 1. 1• 11 11 11 11 ®� -aaaa 11 ®1 11 11 11 11 '® .� -aaaa �� 11 11 11 11 ®I -aaaa 11 If 11 11 11 11 �1 I CONNECTED I11 NOTES: t 1 PANELBOARD SCHEDULE - "SB1" MAIN: 125A MCB VOLTAGE: 208/120 PHASE: 3 WIRE:4 MOUNTING: SURFACE AIC: 1,843 CKT # BKR TYPE TRIP POLE DESCRIPTION LOAD (KVA) PHASE LOAD (KVA) DESCRIPTION TRIP POLE BKR TYPE CKT # LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC 1 30/3 RTU-14 2.8 8.0 UPS 100/2 2 3 -- ---- 2.8 8.0 ---- -- 4 5 -- --- 2.8 1.0 MISC-SECURITY PANELS 20/1 6 7 30/3 RTU-15 1.0 MISC-FA-NAC 20/1 8 9 -- ---- 0.4 MDF ROOM QUAD 20/1 10 11 -- ---- SPACE 12 13 20/1 MDF ROOM QUAD 0.4 SPARE 20/1 14 15 ZO/1 MDF ROOM QUAD 0.4 SPARE 20/1 16 17 20/1 MDF ROOM QUAD 0.4 SPARE 20/1 18 19 30/3 TVSS UNIT SPARE 20/1 20 21 -- SEE NOTE 1 SPARE 20/1 22 23 -- ---- SPARE 20/1 24 LIGHTING (KVA): 0.0 0.0 1.1 0.0 8.3 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 18.0 CONNECTED LOAD (KVA): 27.7 RECEPTACLES (KVA): 1.4 DEMAND LOAD (KVA): 27.7 MOTORS (KVA}: 0.0 PHASE A 12 101.0 A/C (KVA): 8.3 PHASE B 11 95.7 CONNECTED LOAD (AMPS): 77.0 HEATING (KVA): 0.0 PHASE C 4 34.4 DEMAND LOAD (AMPS): 77.0 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 18.0 AMPACITY REQUIRED: 77.0 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. FUSIBLE COORDINATION PANELBOARD SCHEDULE - "EHA2" MAIN: 200A MLO VOLTAGE: 480/277 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 3,928 CKT # FUSE POLE DESCRIPTION LOAD (KVA) PHASE LOAD (KVA) DESCRIPTION FUSE POLE CKT # LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC 1 20/2 EM LTG -WAREHOUSE 2.3 1.0 EM LTG -WAREHOUSE NL 20/2 2 3 -- -- 2.3 1.0 -- -- 4 5 ZO/2 EM LTG -WAREHOUSE 1,2 1.2 EM LTG -WAREHOUSE NL 20/2 6 7 -- -- 1.2 1.2 -- -- 8 9 20/1 EXIT/EGRESS LTS 0.5 SPARE 20/1 10 11 20/1 EXIT/EGRESS LTS 0.6 SPARE 20/1 12 13 20/2 EM LTG -WAREHOUSE 2.4 SPARE 20/2 14 15 -- -- 2.4 -- -- 16 17 20/1 EM LTG- REMOTE OFFICE 0.2 SPARE 20/2 18 19 SPACE -- -- 20 21 SPACE SPACE 22 23 SPACE SPACE 24 25 SPACE SPACE 26 27 SPACE SPACE 28 29 SPACE SPACE SPACE 30 32 31 SPACE 33 SPACE SPACE 34 35 SPACE SPACE 36 37 SPACE SPACE 38 39 SPACE SPACE 40 41 SPACE SPACE 42 LIGHTING (KVA): 17.5 13.1 0.0 0.0 0.0 0.0 0.0 0.0 4.4 0.0 0.0 0.0 0.0 0.0 0.0 CONNECTED LOAD (KVA): 17.5 RECEPTACLES (KVA): 0.0 DEMAND LOAD (KVA): 11.5 MOTORS (KVA}: 0.0 PHASE A 8 29.2 A/C (KVA): 0.0 PHASE B 6 22.3 CONNECTED LOAD (AMPS): 21.0 HEATING (KVA): 0,0 PHASE C 3 11.7 DEMAND LOAD (AMPS): 21.0 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 0.0 AMPACITY REQUIRED: 26.3 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 24Q.15. PANELBOARD SCHEDULE - "S62'° MAIN: 250A MCB VOLTAGE: 208/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 2,613 CKT # BKR TYPE TRIP POLE DESCRIPTION LOAD (KVA) PHASE LOAD (KVA) DESCRIPTION TRIP POLE BKR TYPE CKT # LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC 1 20/1 FACP 1.0 1.5 IDF K 20/1 LOCK -ON 2 3 20/1 SPARE 1.5 IDF K 20/1 LOCK -ON 4 5 20/1 SPARE 1.5 REMOTE IDF 20/1 LOCK -ON 6 7 20/1 RECEPT-TIMECLOCK 0.2 1.0 RECEPT-ROOF SAT. DISH HTR 20/1 8 9 20/1 RECEPT-CART CHARGER 1.5 1.2 EMPLOYEE ENTRY GATE ARM 20/1 10 11 20/1 RECEPT-CART CHARGER 1.5 1.2 SECURITY -EMPLOYEE GATE 20/1 12 13 20/1 RECEPT-CART CHARGER 1.5 1.2 MOD FURN. 20/1 14 15 20/1 RECEPT-COMMAND CENTER 1.5 1.2 MOD FURN. 20/1 16 17 20/1 RECEPT-COMMAND CENTER 0.1 1.2 MOD FURN. 20/1 18 19 20/1 RECEPT-DRIVER LOUNGE TV 0.2 1.2 MOD FURN. 20/1 20 i.z iu�OD TURN. zoii z2 23 20/1 RECEPT-PUBLIC VIEWING 0.5 1.2 MOD FURN. 20/1 24 2 S CE 0.8 RECEPT-OFFICES 20/1 26 21 20/1 RECEPT-PRINTER 1.2 0.8 RECEPT-OFFICES 20/1 28 29 20/1 RECEPT-OM OFFICE 0.8 SPACE 30 31 20/1 RECEPT-OM OFFICE 0.8 0.9 RECEPT-GM OFF WIREMOLD 20/1 32 33 20/1 RECEPT-OM OFFICE 0.8 0.2 RECEPT-GM OFF TV 20/1 34 35 20/1 RECEPT-OM OFFICE 0.8 1.2 AUTO ENTRY GATE 20/1 36 37 20/1 RECEPT-COPIER 1.2 1.2 AUTO ENTRY GATE 20/1 38 39 20/1 RECEPT-TRANS/3PL OFFICE 0.9 1.0 AUTO ENTRY SECURITY 20/1 40 41 SPACE SPACE 42 SECTION 2 43 125/3 PANEL SB1 0.0 0.4 0.0 2.8 0.0 0.0 9.0 0.8 RECEPT-CONE ROOM ZO/1 44 45 -- ---- 0.0 0.7 0.0 2.8 0.0 0,0 8.0 1.1 RECEPT-CONE ROOM 20/1 46 47 -- ---- 0.0 0.4 0.0 2.8 0.0 0.0 1.0 0.5 ACCESS CONTROL INTERCOM 20/1 48 49 20/1 SPARE 1.0 EAS SECURITY 20/1 50 SPACE 52 53 SPACE SPACE 54 55 SPACE SPACE 56 57 20/1 PRE -ACTION AIR COMP 1.2 SPARE 20/1 58 59 20/1 RECEPT-MONITOR 0.2 SPARE 20/1 60 61 SPACE SPARE 20/1 62 SPARE 20/ 1 64 65 30/3 SPARE SPARE 20/1 66 67 -- --- SPARE 20/1 68 69 -- ---- 0.4 RECEPT-BREAK RM 20/1 70 71 30/3 SPARE 0.8 RECEPT-BREAK RM 20/1 72 73 -- --- SPARE 20/1 74 75 -- ---- 0.8 RECEPT-TRAINING 20/1 76 7 S C SPARE 20/1 78 79 SPACE SURGE PROT. DEVICE 30/3 80 81 SPACE (NOTE 1) -- 82 83 SPACE ---- -- 84 LIGHTING (KVA): 0.0 0.0 16.4 1.2 8.3 0.0 0.0 19.0 0.0 14.8 3.6 0.0 0.0 0.0 8.2 CONNECTED LOAD (KVA): 71.5 RECEPTACLES (KVA): 31.2 DEMAND LOAD (KVA): 60.9 MOTORS (KVA): 4.8 PHASE A 27 221.7 A/C (KVA): 8.3 PHASE B 29 238.9 CONNECTED LOAD (AMPS): 198.5 HEATING (KVA): 0.0 PHASE C 16 135.4 DEMAND LOAD (AMPS): 169.0 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 27.2 AMPACITY REQUIRED: 169.0 NOTES: OVERCUR BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. PANELBOARD SCHEDULE - "SB4" MAIN: 100A MCB VOLTAGE: 208/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 1,305 CKT # BKR TYPE TRIP POLE DESCRIPTION LOAD (KVA) PHASE LOAD (KVA) DESCRIPTION TRIP POLE BKR TYPE CKT # LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC 1 20/1 REC -WIRELESS MESH 0.2 SURGE PROT. DEVICE 30/3 2 3 20/1 REC -WIRELESS MESH 0.2 (NOTE 1) -- 4 5 20/1 REC -WIRELESS MESH 0.2 1.0 --- -- 6 7 20/1 REC -COLUMN B19 0.4 1.5 REMOTE OF 20/1 LOCK -ON 8 9 20/1 REC -COLUMN B22 0.4 1.5 PG-04 20/1 LOCK -ON 10 11 20/1 DOCK COMMUNICATION LTS 0.3 1.5 PG-04 20/1 LOCK -ON 12 13 20/1 SITE WIRELESS MESH 1.1 1.5 IDF-E 20/1 LOCK -ON 14 15 20/1 SITE WIRELESS MESH 0.7 1.5 IDF-E 20/1 LOCK -ON 16 17 20/1 SITE WIRELESS MESH 0.7 1.5 IDF-D 20/1 LOCK -ON 18 19 20/1 TRUCK ENTRY GATE 1.2 1.5 IDF-D 20/1 LOCK -ON 20 21 20/1 TRUCK ENTRY GATE 1.2 1.0 TRUCK SCALE 20/1 22 23 20/1 SEP-1 CONTROL PANEL 1.0 SPACE 24 25 20/1 RECEPT-REMOTE OFFICE 1.2 SPACE 26 27 20/1 RECEPT-REMOTE OFFICE 1.5 SPACE 28 29 20/1 RECEPT-REMOTE OFFICE 0.7 SPACE 30 31 20/1 TRUCK ENTRY SECURITY 1.0 SPARE 20/1 32 0.2 SPARE 20/1 34 35 20/1 DOCK COMMUNICATION LTS 0.3 SPARE 20/1 36 SPARE 20/1 38 39 SPACE SPARE 20/1 40 41 SPACE SPARE 20/1 42 LIGHTING (KVA): 0.6 0.6 4.9 2,4 0.0 0.0 0.0 5.5 0.0 0.0 0.0 0.0 0.0 0.0 11.5 CONNECTED LOAD (KVA): 24.9 RECEPTACLES (KVA): 4.9 DEMAND LOAD (KVA): 24.9 MOTORS (KVA): 2.4 PHASE A 10 79.5 A/C (KVA): 0.0 PHASE B 8 68.0 CONNECTED LOAD (AMPS): 69.2 HEATING (KVA): 0.0 PHASE C 7 60.3 DEMAND LOAD (AMPS): 69.2 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 17.0 AMPACITY REQUIRED: 69.6 NOTES: OVERCUR BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. FUSIBLE COORDINATION PANELBOARD SCHEDULE - "ELA1" MAIN: 50A MF VOLTAGE: 2(i8/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 647 CKT # FUSE POLE DESCRIPTION LOAD (KVA) PHasE LOAD (KVA) DESCRIPTION FUSE POLE CKT # LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC 1 20/1 FIRE PUMP CONTROLLER 1.2 SPACE 2 3 20/1 FIRE ALARM PANEL 1.2 SPACE 4 5 20/1 FIRE ALARM PANEL 1.2 SPACE 6 7 20/1 SPARE SPACE 8 9 20/1 SPARE SPACE 10 11 20/1 SPARE SPACE 12 13 SPACE SPACE 14 15 SPACE SPACE 16 17 SPACE SPACE 18 LIGHTING (KVA): 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 0.0 0.0 CONNECTED LOAD (KVA): 3.6 RECEPTACLES (KVA): 0.0 DEMAND LOAD (KVA): 3.6 MOTORS (KVA): 0.0 PHASE A 1 10.0 A/C (KVA): 0.0 PHASE B 1 10.0 CONNECTED LOAD (AMPS): 10.0 HEATING (KVA): 0.0 PHASE C 1 10.0 DEMAND LOAD (AMPS): 10.0 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 3.6 AMPACITY REQUIRED: 10.0 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATE!) HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. PANELBOARD SCHEDULE - ";563" MAIN: 60A MCB VOLTAGE: 208/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 581 CKT iTf BKR TYPE TRIP P(ll J DEV CRIPT IQn� LOAD (KVA) PHASE LOAD (KVA) nCCrDIDT In AI VLJ VI\II I IVIV TRIP Dnl � fVLC BKR I i rC CKT '1-I- ITC LI V RGr, I\�V MTA Irl I I\ n /r n/ V I -ITC I I I u l(IT I\I I RMMA IvIIJv n R r n V V I Tr L I V DCr, I\LV IInTD IYI I I\ n /r P1/ V uTr 111 V LlIT f\I I nn lCr IYIIJV 1 SPACE SURGE PROT. DEVICE 30/3 2 3 20/1 RECEPT-WIRELESS MESH 0.2 _ (NOTE 1) -- 4 7 20/1 SECURITY DOOR HARDWARE 1.0 SPACE 8 SPARE 20/1 10 11 20/1 SPARE 0.7 SITE WIRELESS MESH 20/1 12 13 20/1 RECEPT-COLUMN B13 0.8 1.5 PG-02 20/1 LOCK -ON 14 15 20/1 RECEPT-COLUMN B16 0.8 1.5 PG-02 20/1 LOCK -ON 16 17 1.5 PG-03 20/1 LOCK -ON 18 19 20/1 RECEPT-HHM 0.4 1.5 PG-03 20/1 LOCK -ON 20 21 1.5 IDF-C 20/1 LOCK -ON 22 23 SPACE _ 1.5 IDF- 20/1 LOCK -ON 24 25 SPACE 1.5 IDF-B 20/1 LOCK -ON 26 27 SPACE 1.5 IDF-B 20/1 LOCK -ON 28 29 SPACE 30 31 SPACE SPARE 20/1 32 33 SPACE SPARE 20/1 34 35 SPACE SPARE 20/1 36 37 SPACE SPARE 20/1 38 39 SPACE SPARE 40 41 SPACE SPARE 20/1 42 LIGHTING (KVA): 0.0 0.0 2.4 0.0 0.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 12.7 CONNECTED LOAD (KVA): 17.1 RECEPTACLES (KVA): 2.4 DEMAND LOAD (KVA): 17.1 MOTORS (KVA): 0.0 PHASE A 1 55.5 A/C (KVA): 0.0 PHASE B 6 45.8 CONNECTED LOAD (AMPS): 47.3 HEATING (KVA): 0.0 PHASE C 5 40.8 DEMAND LOAD (AMPS): 47.3 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 14.7 AMPACITY REQUIRED: 47,3 NOTES: OVERCUR BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. EHA1 EHA2 ELA1 SBDPA S62 SB3 S61 SB4 AACMTECTS 2727 Paces Fer Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 Jordan &Skala Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 Project Number: 1910150 Drawn By:AWO Checked By:WR6 NL 06/10/19 30% REVIEW SET 07/10/19 500 REVIEW SET 07/24/19 PRICING SET /PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUED FOR CONSTRUCTION 02/26/20 CHANGE BULLETIN #1 BUILT -TO -SUIT FOR 360 ELLINGTONROJECT NO DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 P R 0 P E R T I c 5 THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. 10/30/19 2019-047 ELECTRICAL PANELBOARD SCHEDULES E=005 PANELBOARD SCHEDULE - "SB5" MAIN: 60A MCB VOLTAGE: 208/120 PHASE: 3 1 WIRE: 4 MOUNTING: SURFACE AIC: 486 CKT # BKR TYPE TRIP POLE DESCRIPTION LOAD (KVA) HASE1 LOAD (KVA) DESCRIPTION TRIP POLE BKR TYPE CKT # LTG REC MTR A/C HTG KIT MISC A B C1 LTG I REC MTR A/C HTG7 KIT MISC 1 20/1 RECEPT-COLUMN H13 0.8 SURGE PROT. DEVICE 30/3 2 3 20/1 RECEPT-COLUMN H16 0.8 (NOTE 1) 4 --- 6 7 20/1 SPARE 1.5 IDF-? 20/1 LOCK -ON 8 1 1.5 IDF-? 20/1 LOCK -ON 10 11 20/1 RECEPT -WIRELESS MESH 0.2 1.0 SPARE 20/1 12 13 20/1 RECEPT-WIRELESS MESH 0.2 1.5 IDF-? 20/1 LOCK -ON 14 15 20/1 SECURITY DOOR HARDWARE 1.0 1.5 IDF-? 20/1 LOCK -ON 16 17 20/1 SEP-2 CONTROL PANEL 1.0 1.5 REMOTE IDF 20/1 LOCK -ON 18 19 S PACE SPACE 20 21 20/1 ISITE WIRELESS MESH 0.7 SPACE 22 23 S PACE SPACE 24 25 SPACE SPACE 26 27 S PACE SPACE 28 29 S PACE SPACE 30 31 S PACE SPARE 20/1 32 33 S PACE SPARE 20/1 34 35 S PACE SPARE 20/1 36 37 SPACE SPARE 1 20/1 38 39 S PACE SPARE 20/1 40 41 S PACE SPARE 20/1 42 LIGHTING (KVA): 1.0 0.0 13.0 0.0 0.0 0.0 10.0 2.7 1.0 0.0 0.0 0.0 0.0 0.0 7.5 CONNECTED LOAD (KVA): 14.2 RECEPTACLES (KVA): 3.0 DEMAND LOAD (KVA): 14.2 MOTORS (KVA): 0.0 PHASE A 4 33.3 A/C (KVA): 0.0 PHASE B 6 47.7 CONNECTED LOAD (AMPS): 39.5 HEATING (KVA): 0.0 PHASE C 5 37.5 DEMAND LOAD (AMPS): 39.5 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 10.2 1AMPACITY REQUIRED: 40.2 NOTES: OVERCUR BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. PANELBOARD SCHEDULE - "HAPH" MAIN: 100A MCB VOLTAGE: 480/277 PHASE: 3 1 WIRE: 4 MOUNTING: SURFACE AIC: 5,882 CKT # TRIP POLE DESCRIPTION LOAD (KVA) PHASE1 LOAD (KVA) DESCRIPTION TRIP POLE CKT # LTG REC MTR A/C HTG7 KIT MISC A B C1 LTG I REC MTR A/CJ HTG KIT MISC 1 20/3 EUH-1 1.7 2.1 JOCKEY PUMP 15/3 2 3 -- ---- 1.7 2.1 ---- 4 5 ---- 1.7 2.1 ---- 6 7 SPACE 3.3 TANK HEATER 20/3 8 9 SPACE 3.3 ---- 10 11 SPACE 3.3 --- 12 13 SPACE 3.3 TANK HEATER 20/3 14 15 SPACE 3.3 16 17 1 S PACE 3.3 18 19 ISPACE SPACE 20 21 ISPACE SPACE 22 23 SPACE SPACE 24 25 SPACE I ISPACE 26 27 SPACE SPACE 28 29 SPACE SPACE 30 31 SPACE SPARE 20/1 32 33 SPACE SPARE 20/1 34 35 SPACE SPARE 20/1 36 37 25/3 DT-LAPH 0.0 0.2 0.4 0.0 0.0 0.0 2.5 SPARE 20/1 38 39 - -- 0.0 0.0 0.5 0.0 0.0 0.0 1.2 SPARE 20/1 40 41 ---- 0.0 1 0.0 0.4 0.0 0.0 0.0 2.5 SPARE 20/1 42 LIGHTING (KVA): 0.0 0.0 16.2 1.3 1 0.0 1 5.1 1 0.0 1 6.2 0.0 10.0 6.3 1 OTI 20.0 1 0.0 1 0.0 CONNECTED LOAD (KVA): 39.0 RECEPTACLES (KVA): 0.2 DEMAND LOAD (KVA): 39.0 MOTORS (KVA): 7.6 PHASE A 14 48.8 A/C (KVA): 0.0 PHASE B 12 43.9 CONNECTED LOAD (AMPS): 47.0 HEATING (KVA): 25.1 PHASE C 13 48.2 DEMAND LOAD (AMPS): 47.0 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 6.2 JAMPACITY REQUIRED: 47.0 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. PANELBOARD SCHEDULE - "LAPH" MAIN: VOLTAGE: I PHASE:3 T WIRE:4 1 OUNTING: AIC:622 CKT # TRIP POLE DESCRIPTION LOAD (KVA) PHASE LOAD (KVA) DESCRIPTION TRIP POLE CKT # LTG REC MTR A/(:7 HTG7 KIT MISC A B C LTG REC MTR A/C HTG KIT MISC 1 20/1 REC - FIRE PUMP ROOM 0.2 SPACE 2 3 20/1 FIRE PUMP BATT. CHGR 1.2 SPACE 4 5 30/2 FIRE PUMP JACKET HTR 2.5 SPACE 6 7 - -- 2.5 SPACE 8 9 20/3 EF-1 0.4 SPACE 10 11 - ---- 0.4 SPACE 12 13 - ---- 0.4 SPACE 14 15 20/1 VUL-1 0.1 SPACE 16 17 SPACE SPACE 18 19 SPACE SPACE 20 21 SPACE SPACE 22 23 SPACE SPACE 24 25 ISPACE SPACE 26 27 ISPACE SPACE 28 29 SPACE SPACE 30 31 SPACE SPACE 32 33 SPACE SPACE 34 35 SPACE SPACE 36 37 1 ISPACE SPACE 38 39 1 ISPACE SPACE 40 41 1 ISPACE SPACE 42 LIGHTING (KVA): 0.0 0.0 1 0.2 1 1.3 0.0 0,070.0 16.2 0.0 0.0 0.0 0.0 1 0.0 0.0 0.0 CONNECTED LOAD (KVA): 7.7 RECEPTACLES (KVA): 0.2 DEMAND LOAD (KVA): 7.7 MOTORS (KVA): 1.3 PHASE A 3 #VALUE! A/C (KVA): 0.0 PHASE B 2 #VALUE! CONNECTED LOAD (AMPS): #VALUE! HEATING (KVA): 0.0 PHASE C 3 #VALUE! DEMAND LOAD (AMPS): #VALUE! KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 6.2 AMPACITY REQUIRED: #VALUE! NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15, El PANELBOARD SCHEDULE - "SB6" MAIN: 100A MCB VOLTAGE: 208/120 PHASE: 3 WIRE: 4 MOUNTING: SURFACE AIC: 1,371 CKT # BKR TYPE TRIP POLE DESCRIPTION LOAD (KVA) 1PHASE LOAD (KVA) DESCRIPTION TRIP POLE BKR TYPE CKT # LTG REC MTR A/C7 HTG7 KITI MISC A B C LTG REC MT R A/C HTGJ KIT MISC 1 20/1 RECEPT-COLUMN H4 0.8 SURGE PROT. DEVICE 30/3 2 (NOTE 1) 4 5 20/1 SPARE 6 7 1 I W H SPACE 8 9 20/1 SITE WIRELESS MESH 0.4 1.5 PG-Ol 20/1 LOCK -ON 10 11 SPACE 1.5 PG-01 20/1 LOCK -ON 12 13 SPACE 1.5 IDF-? 20/1 LOCK -ON 14 15 SPACE 1.5 IDF-? 20/1 LOCK -ON 16 17 SPACE 1.5 IDF-J 20/1 LOCK -ON 18 19 20/1 RECEPT-WIRELESS MESH 0.2 1.5 IDF-J 20/1 LOCK -ON 20 21 20/1 RECEPT-WIRELESS MESH 0.2 1.5 REMOTE OF 20/1 LOCK -ON 22 23 20/1 SECURITY DOOR HARDWARE 1.0 SPARE 20/1 24 25 SPACE SPARE 20/1 26 27 SPACE SPRAE 20/1 28 29 SPACE SPARE 20/1 30 31 SPACE SPARE 20/1 32 33 SPACE SPARE 20/1 34 35 S PACE SPACE 36 37 SPACE SPACE 38 39 SPACE SPACE 40 41 SPACE SPACE 42 LIGHTING (KVA): 0.0 0.0 2.0 0.0 0.0 0.0 0.0 2.1 0.0 1 0.0 0.0 0.0 0.0 0.0 10.5 CONNECTED LOAD (KVA): 14.6 RECEPTACLES (KVA): 2.0 DEMAND LOAD (KVA): 14.6 MOTORS (KVA): 0.0 PHASE A 5 39.3 A/C (KVA): 0.0 PHASE B 6 48.8 CONNECTED LOAD (AMPS): 40.5 HEATING (KVA): 0.0 PHASE C 4 33.3 DEMAND LOAD (AMPS): 40.5 KITCHEN (KVA): 0.0 1 KVA AMPS MISCELLANEOUS (KVA): 12.6 JAMPACITY REQUIRED: 40.5 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. PANELBOARD SCHEDULE - "CIR111 MAIN: 100A MCB VOLTAGE: 208/120 1 PHASE: 1 WIRE: 3 MOUNTING: SURFACE AIC: 1,658 CKT # TRIP POLE DESCRIPTION LOAD (KVA) 1PHASE1 LOAD (KVA) I DESCRIPTION TRIP POLE CKT # LTG REC MTR A/C HTG KIT MISC A B LTG REC MT R A/C HT G KIT MISC 1 20/1 RECEPT-BURG QUAD 1.0 SURGE PROT. DEVICE 30/2 2 3 20/1 BAS PANEL 1.0 (NOTE 3) 4 5 20/1 SPARE SPARE 20/1 6 7 20/1 SPARE SPARE 20/1 8 9 20/1 SPARE ISPARE 20/1 10 11 20/1 SPARE ISPARE 20/1 12 13 SPACE SPACE 14 15 SPACE SPACE 16 17 SPACE SPACE 18 19 SPACE SPACE 20 21 SPACE SPACE 22 23 SPACE SPACE 24 25 ISPACE SPACE 26 27 SPACE SPACE 28 29 SPACE SPACE 30 31 SPACE SPACE 32 33 SPACE SPACE 34 35 SPACE SPACE 36 37 SPACE SPACE 38 39 SPACE SPACE 40 41 SPACE SPACE 42 LIGHTING (KVA): 0.0 0.0 1 0.0 1 0.0 1 0.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 0.0 1 0.0 0.0 CONNECTED LOAD (KVA): 2.0 RECEPTACLES (KVA): 0.0 DEMAND LOAD (KVA); 2.0 MOTORS (KVA): 0.0 PHASE A 1.0 9.6 A/C (KVA): 0.0 PHASE B 1.0 9.6 CONNECTED LOAD (AMPS): 9.6 HEATING (KVA): 0.0 KVA AMPS DEMAND LOAD (AMPS): 9.6 KITCHEN (KVA): 0.0 MISCELLANEOUS (KVA): 2.0 JAMPACITY REQUIRED: 9.6 NOTE! BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. 1. TVSS SHALL BE GE MODEL TLE 120Y 050 WM, NO EQUAL. 2. TVSS SHALL BE GE MODEL TLE 277Y 050 WM, NO EQUAL. 3. TVSS SHALL BE GE MODEL TLE 120S 050 WM, NO EQUAL. SB5 S66 CR1 HAPH LAPH aJim Mimi 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 go@ Jordan & Skala Engineers 4275 Shackleford Rd., a Suite 200 Norcross, GA 30093-2997 p. 770.447.5547 o f. 770.448.0262 Project Number: 1910150 Drawn By:AWO Checked By:WRB 06/10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET / PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUED FOR CONSTRUCTION 02/26/20 CHANGE BULLETIN #1 BUILT -TO -SUIT FOR DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 !;CANNELL P R 0 P E R T 1 E 5 THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. �PROJECT NO 10/30/19 2019-047 ELECTRICAL PANELBOARD SCHEDULES E=006 I 1 t— -jj JO ! r;WP MC? j li- I I OT2 1 j 1 HA2-17 2#6,1#6G-1"C �1 i I OT2 I I 1 hill,1;1 10 OT2 ' u I ` I I I:. a 1 i' ji SB4-15 •�i ; I � f li �; �. t, 2#6,1#6G-1"C �•"� % t , (MESH AP) - -.__ - ! 0 * 0 j�i ... _.._ . - - _ n __ 1 1/4"E.C. TO REMOTE t ; _. -- _ - \— _ IDF FOR IiHNIEKA I 11 1 1OD t� b iUL I IDF-Z \ 17 � �� SB4 17-- 10 Z#6,1#6G=1„C • . _ _ S84-17 - _ OD P � OD (MESH AP) "2#6,1#6G-1r O�Wp \ / WPob15WP J J \ I 17 11 \\ (MESH AP) 1 15 \ I i'' OD(HS) \ SB4-8 V ! ; \ OF TRUCK SCALE 1 2#4,1#6G-1"C EMOTE IDF) 1 ( 1 I OD(HS) SB4-15 I1I —�. ( \ 1Ci ' ; i 11. / I 2#6,1#6G- ,I \ ��\\• `- i - 1 C. SB4-22 j 14 12 MESH AP ®`� \ I r ( ) ® #61 "C 1 I \ 1 SB4-13 M1 I OU (MESH AP)" 1 it 1i i' 1 ' SB4-13 �:; '. �, j... _ _ .OD -. 2#6,1#6G-1"r ^ ;.�,....._ 1 , MESH AP �,. 1.1 / ----../.�_. .. _,__._ � - _;_ - - - - =+-- i , j 1 / I �.0- : : : _ .i 1 I � _ rl - 1 - : y _ F i } f 1 I I 1 � ,l ``i,` .jiL 1•tii i "':! `,` I ( i I i , -- -\\ I- I ` i LJ SB4-13 ! I 9 � C 0. N t h , HA2-1214 r _ ... __..... ... HA2-1618 -N! E 2#6,1#6G 1 "C _.... ................ _.�........._..... ---------.._._._-........... _ ........._... __.... _ ..._...._. _ _ .._ ..... (MESH AP) = _......_ .... _........ _ - - �\ i 10 OE F. h z--- - ------------------ - - - - -- - - --- -- ............ .... "D " ll OMR F. i I I i I I OM P_17 ON N i I HA3-12,14 S135-18 OR =i H 13=8 0'N N � " N- - 2#4,1#6G-1',rC t_._. t L t_r (REMOTE IDF) \ UN ✓ / 9 N IK N21 N tv j N MIle01 ON Eytt-mo OM -- - �50 OR �OR VOR OR OR OR OR R -__'_ _'__'- \ \ 14 I IDF-Z4 SB5-21 \ ON �'`. SB5-21 2 - � '' #6,1#6G-1 "C (MESH AP) � 1 114"E.C. TO REMOTE _ (MESH A IDF FOR CAMERA 0'C`l -"zz ' .. — — — ``' 10 / — — \� 0' I OM OM OM ' 17 -. — ON \ 17 i ` OE —r FOR I 14 I 1 1/4"E.C. TO REMOTE IDF FOR CAMERA 0 0 PROPOSED LOCATION OF UTILITY -GO.=PAD MOUNT XFMR AND METER _ TENANTS DIESEL GENERATOR-„GR' OT �- OJ (35' MTG HT) I bi (25' MTG HTr_ —_ :�._.. ----- 1 1/4"E.C. TO_REMOTE I — C E I • "'' OE 125 MTG HT) ( IDF FOR CAMERA- j N 4 I z 5 IDF-Z2 -' 13 - TENANT'S MDF ROOM-...._...........i............ _.... r -� IAREMOTE IDF) ES-302 i v a�J OD i. : , OE (t5 MTG HT) .. . �._ \\ ;. OS / C # C A 6,1#6G 1 — 1-- PB (MESH P) 10 OS t = 14 \ HA5-16 7 2 #6,1#6G-1C O� , r -- -" -- - ......._ \ \ I __..__... -- -..— - — J ..WP - ......... _..-... ........... --- 1. \ i \ I i I \ ; _ ; I 1 / I ii ... ........... :........_... OF \ i ............... _... ...... .._..... .................... !............. _...................... i.................... ................ .... .._............. .._. ................... `..........._..J _ f , J OE (25' MTG HT) HA5-$,10 t HA5-12,14 i — , SOD J - OE (25' MTG HT) + // VI/OR OR vOR �0R FOR VOR -- " SB6-7 2#6,1#6G-1"r r....... ...... ...... .... . / (MESH AP) Isl 0 0 ---- ` ---� 11J; 0 ON // 10 I l i / / x SB622 ��--- / r' i I'f; 2#4,1#6G-1"CU. I j (REMOTE IDF) / SB6-7 // OM 1 / 2#61#6G-1"C (MESH AP) IDF ` ON ' SON ...... 17 1 • \ -- ON KEY NOTES: (DESIGNATED BY "(P' 1. PROVIDE (2) 2" E.C.FROM BOX TRUCK GATE ARM CONTROLLER TO REMOTE IDF. REFER TO BOX TRUCK ENTRY GATE DETAIL 11ES-302 FOR ADDITIONAL REQUIREMENTS. 2. NOT USED. 3. PROVIDE 2-4"C BELOW GRADE FOR TELEPHONE SERVICE. EXTEND TO PROPERTY LINE. VERIFY FINAL DEMARCATION POINT WITH TELEPHONE UTILITY. ROUTE TO AND TERMINATE MDF ROOM, REFER TO 4/ES-212 FOR ADDITIONAL INFORMATION. PROVIDE PULL BOXES AS SHOWN, OLD CASTLE #1324-18. 4. SECONDARY SERVICE ENTRANCE FEEDERS TO SWITCHBOARD. F REMOTE OF CABINET COORDINATE EXACT FINAL LOCATION WITH TENANTS IT REPRESENTATIVE. MOUNT CABINET TO UNISTRUT FRAME WITH BOTTOM OF CABINET 24" ABOVE FINISHED GRADE. REFER TO DETAIL 10/E-301 FOR TYPICAL CONDUIT AND POWER REQUIREMENTS TO REMOTE IDF. COORDINATE ALL REQUIREMENTS WITH TENANT PRIOR TO PAVING. POWER CABINET FROM CIRCUIT SHOWN. 6. NOT USED. 7. JUNCTION BOX AND SWITCH FOR CONNECTION TO INTERNALLY -LIT MONUMENT SIGN. COORDINATE EXACT LOCATION WITH ARCHITECTURAL DRAWINGS. 8. NOT USED. 9. CONDUITS TO BE STUBBED -UP IN WAREHOUSE AND TERMINATED IN 18"x18"x12" JUNCTION BOX INSTALLED 36" AFF. EXTEND CONDUITS FROM JUNCTION BOX TO 6" ABOVE ROOF JOIST WITH SWEEPING BENDS AND TERMINATE WITH NYLON THROAT BUSHINGS 10' BEYOND OBSTRUCTIONS OR RAIL BED BELOW. CONTRACTOR TO INSTALL PLYWOOD BACKBOARD AND 4-POSITION GROUND BAR INSIDE JUNCTION BOX FOR TENANT'S USE. EXTEND 1#6G FROM GROUND BAR TO BUILDING GROUNDING SYSTEM„ 10. ELECTRICAL CONTRACTOR SHALL PROVIDE POWER AND WEATHERPROOF SWITCH MOUNTED ON POLE PER EXTERIOR WIRELESS MESH DETAIL 5/E-303. ROUTE CONDUCTORS TO CIRCUIT INDICATED. 11. LIGHT POLE TO INCLUDE EXTERIOR CCTV CAMERA. EXTEND (1)1 1/4"C. FROM POLF TO RFMOTF IDF UABINFT INDIrATFII (.qFF KFY wnTF 5) RFFFR Tn EXTERIOR CCTV CAMERA POLE DETAIL 6/E-303 FOR REQUIREMENTS. 12. PROVIDE 2-4"C BELOW GRADE FOR REDUNDANT TELECOM SERVICE. EXTEND INTO WAREHOUSE AND EXTEND UP TO JOIST WITH SWEEPING 90 DEGREE BEND. VERIFY FINAL DEMARCATION POINT WITH PROVIDER. PROVIDE PULL BOXES AS SHOWN, OLD CASTLE #1324-18. 13. PROVIDE (2) 2" E.C.FROM EMPLOYEE GATE ARM CONTROLLER TO REMOTE IDF. REFER TO EMPLOYEE ENTRY GATE DETAIL 2/ES-302 FOR ADDITIONAL REQUIREMENTS. 14. (2) 2" E.C. FROM REMOTE IDF TO WAREHOUSE. REFER TO DETAIL 10/E-301 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 15. POWER AND COMMUNICATIONS FOR TRUCK SCALE AND TRUCK SCALE SCOREBOARD. COORDINATE EXACT SCALE AND SCOREBOARD LOCATION AND POWER REQUIREMENTS WITH TENANT PRIOR TO ROUGH -IN. PROVIDE FINAL CONNECTIONS AS REQUIRED. 16. ELECTRICAL CONTRACTOR SHALL PROVIDE POWER AND WEATHERPROOF SWITCH MOUNTED ON POLE PER EXTERIOR WIRELESS MESH DETAIL 5/E-303. EXTEND 1" E.C. TO REMOTE OF INDICATED. '17. LIGHT POLE TO INCLUDE EXTERIOR WIRELESS MESH ACCESS POINT. ELECTRICAL CONTRACTOR SHALL PROVIDE 1"C WITH PULLSTRING INTO POLE BASE. EXTEND CONDUIT TO NEAREST IDF. TERMINATE WITH NYLON� PROVIDE DEVICES MOUNTED PER EXTERIOR WIRELESS MESH DET.•JL 55303: „ GENERAL NOTES: G1 ALL UNDERGROUND CONDUITS SHALL BE MINIMUM 1" SCHEDULE 40 PVC AND SHALL INCLUDE A GROUND WIRE SIZED FOR THE CIRCUIT, UNLESS OTHERWISE NOTED. G2 ALL POLE LOCATIONS SHALL BE: COORDINATED WITH CIVIL ENGINEER, LANDSCAPE ARCHITECT AND ARCHITECT PRIOR TO BEGINNING WORK. G3 ALL LIGHTING CIRCUITS SHALL 13E ROUTED THROUGH LIGHTING CONTACTORS A,NU UUN'I KULLtU VIA BUILDING ENEKGY MANAGEIVItIV I Sl S'I tlVl. I:UURUIIVH I t WITH MECHANICAL CONTRACTOR. G4 REFER TO ARCHITECT'S ELEVATIONS FOR EXACT LOCATIONS OF ALL BUILDING MOUNTED LIGHT FIXTURES. G5 ALL CONDUCTORS SHALL BE #10 AWG CU, UNLESS OTHERWISE NOTED. G6 REFER 2/E-301 & 3/E-301 FOR POLE BASE DETAILS. G7 ALL POLE BASES IN TRUCK PARKING AREAS SHALL BE SET BACK A MINIMUM OF 12' FROM BACK OF CURB. k4ACIG REGO SATE ARCH F ` CTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 I I Mill" �c C 0 a '0NA1;i� � \� o� Jordan & Skala Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p. 770.447.5547 . 1. 770.448.0262 Project Number: 1910150 Drawn By:AWO Checked By:WRB IBER DATE DESCRIPTION 06/10/19 30% REVIEW SET U(/1U/19 5U% REVIEW SET 07/24/19 PRICING SET / PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUED FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN #1 BUILT -TO -SUIT FOR .JI'. i • y OAD I DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. �• PROJECT NO 10/30/19 2019-047 OVERALL SITE PLAN - ELECTRICAL SHEET NUMBER OVERALL SITE PLAN -ELECTRICAL i f MECHANICAL EQUIPMENT CONNECTION SCHEDULE UNIT TAG LOAD UNIT DESCRIPTION PANEL -CIRCUITS) FEEDER SIZE DISCONNECT FRAME / POLE / ENCLOSURE / FUSE SIZE REMARKS EF-Al 5.0 HP EXHAUST FAN HA2-20,22,24 3#12, #12G, 12"C DIVISION 23 EF-A2 5.0 HP EXHAUST FAN HA3-55,57,59 3#12, #12G, 12"C DIVISION 23 EF-A3 5.0 HP EXHAUST FAN HA2-26,28,30 3#12, #12G, 12"C DIVISION 23 EF-A4 5.0 HP EXHAUST FAN HA3-446,48 3#12, #12G, 12"C DIVISION 23 EF-A5 5.0 HP EXHAUST FAN HA2-32,34,36 3#12, #12G, 12"C DIVISION 23 EF-AG 5.0 HP EXHAUST FAN HA3-50,52,54 3#12, #12G, 12"C DIVISION 23 EF-A7 5.0 HP EXHAUST FAN HA2-38,40,42 3#12, #12G, 12"C DIVISION 23 EF-A8 5.0 HP EXHAUST FAN HA3-56,58,60 3#12, #12G, 12"C DIVISION 23 EF-A9 5.0 HP EXHAUST FAN HA1-25,27,29 3#12, #12G, 1211C DIVISION 23 EF-A10 5.0 HP EXHAUST FAN HA4-43,45,47 3#12, #12G, 1211C DIVISION 23 EF-All 5.0 HP EXHAUST FAN HAI-32,34,36 3#12, #12G, 12"C DIVISION 23 EF-Al2 5.0 HP EXHAUST FAN HA4-49,51,53 3#12, #12G, 12"C DIVISION 23 EF-A13 5.0 HP EXHAUST FAN HA1-38,40,42 3#12, #12G, 12"C DIVISION 23 EF-A14 5.0 HP EXHAUST FAN HA4-25,27,29 3#121, #12G, 12"C DIVISION 23 EF-A15 5.0 HP EXHAUST FAN HA1-44,46,48 3#12, #12G, 1/2"C DIVISION 23 EF-A16 5.0 HP EXHAUST FAN HA5-31,33,35 3#12, #12G, 12"C DIVISION 23 EF A17 5.0 HP EXHAUST FAN HAI-W,52,54 3#12, #Izu, I%L"C UIVISIUN 23 EF-A18 5.0 HP EXHAUST FAN HA5-37,39,41 3#12, #12G, 12"C DIVISION 23 EF-10 0.3 HP EXHAUST FAN LAI-32 2#12, #12G, 12"C DIVISION 23 SH-Al 5.0 HP SPACE HEATER HA2-19,21,23 3#12, #12G, 1211C DIVISION 23 SH-A2 5.0 HP SPACE HEATER HA2-25,27,29 3#12, #12G, 12"C DIVISION 23 SH-A3 5.0 HP SPACE HEATER HAI-19,21,23 3#12, #12G, 12"C DIVISION 23 SH-A4 5.0 HP SPACE HEATER HA3-37,39,41 3#12, #12G, 12"C DIVISION 23 cu_4� - rn pp QPArF NFATPP vl ivL IIL,I LIB 14AA_9r979Q -LV, L/,L 24+19 4419C 1 n"r IL, Tl'ILV, 1/L V I)IM(Q1 19R Al IVI L SH-A6 5.0 HP SPACE HEATER HA5-19,21,23 3#12, #12G, 1211C DIVISION 23 HVLS-Al 2.0 HP CIRCULATION FAN HA2-31,33,35 3#12, #12G, 12"C MOTOR RATED SWITCH HVLS-A2 2.0 HP CIRCULATION FAN HA2-31,33,35 3#12, #12G, 12"C MOTOR RATED SWITCH HVLS-A3 2.0 HP CIRCULATION FAN HAI-49,51,53 3#12, #12G, 1211C MOTOR RATED SWITCH HVLS-A4 2.0 HP CIRCULATION FAN HAI-55,57,59 3#12, #12G, 12"C MOTOR RATED SWITCH HVLS-A5 2.0 HP CIRCULATION FAN HA1-20,22,24 3#12, #12G, 12"C MOTOR RATED SWITCH HVLS-A6 1 2.0 HP 1 CIRCULATION FAN HAI-26,28,30 1 3#12, #12G, 12"C MOTOR RATED SWITCH HVLS-A7 2.0 HP CIRCULATION FAN HAI-26,28,30 3#12, #12G, 12"C MOTOR RATED SWITCH HVLS-A8 2.0 HP CIRCULATION FAN HAI-26,28,30 3#12, #12G, 1211C MOTOR RATED SWITCH HVLS-A9 2.0 HP CIRCULATION FAN HA2-37,39,41 3#12, #12G, 1211C MOTOR RATED SWITCH HVLS-A10 2.0 HP CIRCULATION FAN HA2.37,39,41 3#12, #12G, 1211C MOTOR RATED SWITCH HVLS-All 2.0 HP CIRCULATION FAN HAI-49,51,53 3#12, #12G, 12"C MOTOR RATED SWITCH HVLS-Al2 2.0 HP CIRCULATION FAN HAI-55,57,59 3#12, #12G, 12"C MOTOR RATED SWITCH HVLS-A13 2.0 HP CIRCULATION FAN HAI.20,22,24 3#12, #12G, 12"C MOTOR RATED SWITCH HVLS-A14 2.0 HP CIRCULATION FAN HAI-20,22,24 3#12, #12G, 12"C MOTOR RATED SWITCH HVLS-A15 2.0 HP CIRCULATION FAN HA3-49,51,53 3#12, #12G, 12"C MOTOR RATED SWITCH HVLS-A16 2.0 HP CIRCULATION FAN HA3-49,51,53 3#12, #12G, 12"C MOTOR RATED SWITCH HVLS-A17 2.0 HP CIRCULATION FAN HA349,51,53 3#12, #12G, 1211C MOTOR RATED SWITCH HVLS-A18 2.0 HP CIRCULATION FAN HA4-31,33,35 3#12, #12G, 12"C MOTOR RATED SWITCH HVLS-A19 2.0 HP CIRCULATION FAN HA4-31,33,35 3#12, #12G, 1211C MOTOR RATED SWITCH HVLS-A20 2.0 HP CIRCULATION FAN HA5-13,15,17 3#12, #12G, 12"C MOTOR RATED SWITCH HVLS-A21 2.0 HP CIRCULATION FAN HA5-13,15,17 3#12, #12G, 12"C MOTOR RATED SWITCH MECHANICAL EQUIPMENT CONNECTION SCHEDULE UNIT TAG LOAD UNIT DESCRIPTION PANEL -CIRCUITS) FEEDER SIZE DISCONNECT FRAME / POLE / ENCLOSURE / FUSE SIZE REMARKS WL-Al 2.0 A WALL LOUVER LA2-31 2#12, #12G, 12"C MOTOR RATED SWITCH WL-A2 2.0 A WALL LOUVER LA2-31 2#12, #12G, 12"C MOTOR RATED SWITCH WL-A3 2.0 A WALL LOUVER LA2-31 2#12, #12G, 12"C MOTOR RATED SWITCH WL-A4 2.0 A WALL LOUVER LA1-31 2#12, #12G, 12"C MOTOR RATED SWITCH WL-A5 2.0 A WALL LOUVER LAI-31 2#12, #12G, 12"C MOTOR RATED SWITCH WL-A6 2.0 A WALL LOUVER LAI-31 2#12, #12G, 12"C MOTOR RATED SWITCH WL-A7 2.0 A WALL LOUVER LAI-33 2#12, #12G, 12"C MOTOR RATED SWITCH WL-A8 2.0 A WALL LOUVER LAI-33 2#12, #12G, 12"C MOTOR RATED SWITCH WL-A9 2.0 A WALL LOUVER LAl-33 2#12, #12G, 12"C MOTOR RATED SWITCH WL-AIO 2.0 A WALL LOUVER LAl-33 2#12, #12G, 12"C MOTOR RATED SWITCH WL-All 2.0 A WALL LOUVER LA3-31 2#12, #12G, 1211C MOTOR RATED SWITCH WL-Al2 2.0 A WALL LOUVER LA3-31 2#12, #12G, 12"C MOTOR RATED SWITCH WL-A13 2.0 A WALL LOUVER LA3-31 2#12, #12G, 1211C MOTOR RATED SWITCH WL-A14 2.0 A WALL LOUVER LA4-31 2#12, #12G, 12"C MOTOR RATED SWITCH WL-A15 2.0 A WALL LOUVER LA4-31 2#12, #12G, 12"C MOTOR RATED SWITCH WL-A16 2.0 A WALL LOUVER LA4-31 2#12, #12G, 12"C MOTOR RATED SWITCH VVL-AI/ 2.0 A WALL LUUVLK LA4-s3 2#IL, #12G, I/L"U IVIUI UK RA'I EU SWIT CH WL-A18 2.0 A WALL LOUVER LA4-33 2#12, #12G, 12"C MOTOR RATED SWITCH WL-A19 2.0 A WALL LOUVER LA4-33 2#12, #12G, 1211C MOTOR RATED SWITCH WL-A20 2.0 A WALL LOUVER LA5-31 2#12, #12G, 12"C MOTOR RATED SWITCH WL-A21 2.0 A j WALL LOUVER LA5-31 2#12, #12G, 12"C MOTOR RATED SWITCH WL-A22 2.0 A I WALL LOUVER LA5-31 2#12, #12G, 12"C MOTOR RATED SWITCH kl ) EGOR `, SSOOATES A ,�.. � 0 E C 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 //",, v Iv nay`"\\` �, b•2 Jordan & Skala Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 Iroject Number: 1910150 lrn—R".A Wr) r'1 c.Vc4 30% REVIEW SET 50% REVIEW SET PRICING SET / PROGRESS SET 95% REVIEW SET PERMIT SET ISSUED FOR CONSTRUCTION CHANGE BULLETIN #1 BUILT -TO -SUIT FOR DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. 107/30/19 PROJECT 2019-047 OVERALL ROOF PLAN - ELECTRICAL E=201 PROVIDE 4 POSITION GROUND - BAR IN IDF ENCLOSURE BY ELECTRICAL CONTRACTOR 2" DIA RIGID CONDUIT - T-0" LONG ENCASED IN CONCRETE GFI QUAD RECEPTACLE MOUNTED IN IDF ENCLOSURE (SEE GENERAL NOTES FOR RECEPTACLE COLOR/FINISH) (1)1" PVC SCHEDULE 40S — CONDUIT FOR POWER, EXTEND TO NEAREST "SB" PANEL GRADE 41 I.; SEE PLANS FOR �. CONTINUATION OF CONDUITS (TYPICAL) 1/2" x 8 FT COPPERWELD GROUND ROD-1 FOOT EXPOSED I I II I I 1 I I � I I 2'-6" STAND ALONE IDF CABINET DETAIL SCALE: NONE DRY -TYPE TRANSFORMER WALL WALL -MOUNTED TRANSFORMER o ,� BRACKET o Q (SQUARED WMB OR EQUAL) FLOOR T WALL MTD TRANSFORMER INSTALLATION D ETAI L SCALE: NONE I EMERG. LTG. DIMMER OVERRIDE BYPASS DETAIL SCALE: NONE IDF CABINET FURNISHED BY TENANT AND INSTALLED BY ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL INSTALL METAL BACKER BOARD AND INTERNAL AIR CONDITIONING FURNISHED WITH UNIT PROVIDED BY TENANT. 3/4" SCHEDULE 40S CONDUIT - REFER TO SITE ELECTRICAL PLAN FOR NUMBER OF CONDUITS THAT SUPPORT GATE CONTROLS AND CCTV ON LIGHTPOLES. #3300 UNISTRUT BRACES - 32" LONG #6 COPPER GROUND, BOND ENCLOSURE 12" DIA x 36" LONG SONOTUBE - CONCRETE ENCASED i HANDHOLE (OLD CASTLE # 1324-18) - BY ELECTRICAL CONTRACTOR (2) 2" PVC SCHEDULE 40S CONDUITS FOR DATA AND SPARE. ROUTE THROUGH HANDHOLE AND EXTEND TO NEAREST POINT IN WAREHOUSE. STUB UP CONDUIT TO 6" ABOVE BOTTOM CHORD OF ROOF JOIST. TERMINATE WITH NYLON BUSHING AT EACH END. FAN AIVD UVUR LIGH I W/LED LAMP PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. HARDWIRE INTO SWITCHES BY ELECTRICAL CONTRACTOR. 0 T IDE OVERHEAD DOOR TRACK 3/4"C. TO DOOR LIMIT SWITCH -� DOOR LIMIT SWITCH PROVIDED BY ` OTHERS, INSTALLED AND WIRED BY [ ELEC. CONTRACTOR WIND SPEED OF 121 MPH TO 130 MPH <_ 2 LIGHT FIXTURES ON POLE 06INKINU011490111:7WF•111011119 POLE HEIGHT DIAMETER (D) EMBEDMENT (E) DIAMETER (D) EMBEDMENT (E) "V" BARS "T" BARS 515, 1'-6" 5-9" V-T 6-3" (6) #5 #3@1T 16' - 25' 2'-0" 6'-9" 2'-0" T-3" (6) #6 #3@12" 26' - 35' 2'-6" T-T 2'-6" - 8'-0" --- - (6) #7 #3@14" 36' - 40' T-0" T-9" T-O" 8'-0" (6) #8 #3@16" U S COMMUNICATION LIGHT 1 6" FROM DOCK WALL PROVIDED BY OTHERS, INSTALLED 11 AND WIRED TO STANDBY POWER 102" '' I INSIDE COMMUNICATION LIGHT PROVIDED BY BY ELECTRICAL CONTRACTOR F" -'o OTHERS, INSTALLED AND HARDWIRED I TO STANDBY POWER BY ELEC CONTRACTOR. 90" 0 INSTALLED OVER FLUSH DEEP OUTLET BOX. UNSWITCHED 2#12,1#12G-1 /2"C. CONVENIENCE ® olo (2)SWITCHES TO CONTROL DOCK FAN RECEPTACLE 60" AND DOCK LIGHT, EACH INDIVIDUALLY. PROVIDE STENCIL LABEL FOR EACH 46" SWITCH. SWITCHES PROVIDED WITH DOCK FAN/LIGHT, INSTALLED AND CONNECTED BY ELECT. CONTRACTOR FINISHED FLOOR I I L TO "SB" POWER PANEL, SEE PLANS 96" SEE FLOOR PLAN - - - - -� TO NORMAL POWER PANEL, SEE PLANS FOR CONDUCTORS AND CONTINUATION FINISHED TRUCK DRIVE TYPICAL DOCK DOOR ELEVATION % SCALE: NONE NOTES: v 1. ALL POWER AND CONTROL WIRING PROVIDED, INSTALLED AND CONNECTED BY ELECTRICAL CONTRACTOR, 2. COORDINATE ALL POWER AND CONTROL WIRING REQUIREMENTS WITH EQUIPMENT INSTALLATION INSTRUCTIONS PRIOR TO BEGINNING WORK. HANDHOLE BUSHING(S) BOND METAL CONDUIT(S), EQUIP. GROUNDING CONDUCTOR AND GROUNDING ELECTRODE CONDUCTOR TO POLE w POLE ANCHORBOLTS COVER TO MATCH POLE FINISH V CHAMFER ALL AROUND FINISHED GRADE CONDUIT, QUANTITY, AND DIRECTION AS REQUIRED Innnn nni nnin nr-rr nnnr nnTnvu !x 84" IL MID PSI UUN JUKE I E BASE VVI I n V IPPERWELD fl BARS VERTICAL AND WITH #"T" TIES 'OUND ROD � I "T" O.C. LOCATE FIRST 3 TIES )LT CENTER -fl- WITHIN TOP 5" OF POLE BASE. METER I I I I 3" MIN 4" MIN EXTENDED POLE BASE: DETAIL SCALE: NONE ............. .... ............_-.- .-_._..._.... _. WIND SPEED OF 121 MPH TO 130 MPH <_ 2 LIGHT FIXTURES ON POLE 3 OR 4 LIGHT FIXTURES ON POLE POLE HEIGHT DIAMETER (D) EMBEDMENT (E) DIAMETER (D) EMBEDMENT (E) "V" BARS "T" BARS `515' 1'-6" F-T 1'-6" 6-Y (6) #5 #3@10" 16- 25' 2-0" 6'-9" 2'4' T-Y (6) #6 #3@12" 26' - 35' 2'-6" T-6" 2'-6" 8'-0" (6) #7 #3@14" 36' - 40' 3-0" T-9" T-0" 8'4' (6) #8 #3@16" HANDHOLE BUSHING(S) BOND METAL CONDUIT(S), EQUIP. GROUNDING CONDUCTOR AND GROUNDING ELECTRODE CONDUCTOR TO POLE N 1 #6 CU GND. POLE ANCHORBOLTS r.0\1PP Tr) Wjr.H POLE FINISH V CHAMFER ALL AROUND FINISHED GRADE rc;�\ CONDUIT, QUANTITY, AND DIRECTION AS REQUIRED i_u 314" x 8'-0" 3000 P'SI CONCRETE BASE WITH "V" COPPERWELD BARS VERTICAL AND WITH #'T" TIES GROUND ROD "T" O.C. LOCATE FIRST 3 TIES BOLT CENTER WITHIN TOP Y OF POLE BASE. DIAMETER 3" MIN z 4" MIN EXTENDED POLE BASE DETAIL FIXTURE TYPES OM, OMR & ON SCALE: NONE i--S.O. CORD ROUTED DOWN AIRCRAFT CABLE SUPPORT CHANNEL BAR JOIST (TYP.) MOUNT WITH BOTTOM OF FIXTURE EVEN WITH BOTTOM OF BAR JOIST. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF LIGHTING FIXTURES WITH SPRINKLER CONTRACTOR. FIXTURES SHALL BE INSTALLED TO MAINTAIN A MINIMUM OF 2'-0" HORIZONTAL CLEARANCE FROM LONG EDGE OF FIXTURE TO SPRINKER HEAD. I II/\I II)A\/ I I/ -\I ITINI/--\ INIC—Tnl I ATIr\NI I-'\ TA II \ s SCALE: NONE P\e A Eo tr rD -'t 3vIII r-I 8 9%V_ 6 U ASSOC�ATES A 1' H CT 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 ..�c� va�� �`• ® R,,4'• J�oNAI. - \ - , nr�r� Jordan & Skala Eng_ ineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 Project Number: 1910150 Drawn By:AWO Checked By:WRB RECORDPRINT INUMBERI DATE I DESCRIPTION 06/10/19 Q7/ID/19 30% REVIEW SET 07/24/19 SV O F\\EVIEVV SET PRICING SET / PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUED FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN #1 PROJECT•- • BUILT -TO -SUIT FOR JbO ELLINTO ROAD DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 ,:lffKNELL F R 0 P E R T I E 5 THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. BACKGROUND REVISIONS: ARCHITECTURAL: BACKGROUNDS PLANS 02/05/20 CIVIL: CIVIL PLAN 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C 09/05/19 ■PROJECT NO 10130/1 1 2019-047 'i SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E=301 BUILDING INTERIOR 3/4" CONDUIT UP TO BOTTOM OF STRUCTURE R" X 4" iBOX W/ (2) 5' WHIPS BY ELECTRICAL CONTRACTOR 12VDC BA PANEL BY SECT VENDOR HARDWIRED BY ELECTRICAL CONTRACTOF 24 VDC BA PANEL BY SECU VENDOR - HARDWIRED BY ELECTRICAL CONTRACTOF 2' X 4' PLYWOOD SECURED TO WALL BY ELECTRICAL CONTRACTOR POWER SUPPLIES SHOWN WILL NOT BE MOUNTED OVER EVERY WAREHOUSE DOOR - REFER TO ES ELECTRICAL DRAWINGS FOR THE SPECIFIC LOCATIONS (2)1" CONDUITS FROM 6" V All Jr)nV I Ir]'rn r3n'rTnhA /off D-I VI- I V DV I I VIVI OF STRUCTURE FOR LOW VOLTAGE EMERGENCY EXIT DEVICE WHERE APPLICABLE CONDUIT AND JBOX FOR TYPICAL WAREHOUSE EXIT DOOR - SEE DETAIL WAREHOUSE EXIT DOOR ink BURGLAR ALARM POWER SUPPLY DETAIL SCALE: NONE 4" X 4" BOX AND 3/4" CONDUIT OUT TO GATE LOCATION PATIO CEILING 0 1 1" SLEEVE THRU WALL TO 4" X 4" BOX FOR SECURITY VENDOR TO MOUNT SOUNDER SECURITY VENDOR TO INSTALL DOOR CONTACT PROVIDE EXPANDED METAL SCREENING AT GATE AND 18" ON EACH SIDE OF GATE. FINISHED TO MATCH ORNAMENTAL FENCE EXTERIOR RATED PANIC BAR ON EGRESS SIDE MOUNTED TO 10" HIGH SHEET METAL BACKING - FINISH TO MATCH DECORATIVE FENCE 11 - 611 ORNAMENTAL METAL GATE J BOX AND 3/4" CONDUIT ON LATCH SIDE MANUAL EXIT DEVICE ON INACTIVE DOOR BY HARDWARE SUPPLIER ' HARDWARE SUPPLIER T PROVIDE RACEWAY WITH PIGTAIL AND It CONNECTIONS FROM ii It FI FC.TRnNI(: FT I nrKgH j TO HINGE AND HINGE TO J-BOX ABOVE CEILING. 6, I I i i I I I � I i i I i I I I i I i TVSS INSTALLATION NOTES: POWER SUPPLY BY HARDWARE SUPPLIER FOR ELECTRONIC EXIT DEVICE - ELECTRICAL CONTRACTOR TO MAKE POWER C n1VIN ECTIQIVI 120V J-BOX IN CEILING FOR POWER SUPPLY SECURITY VENDOR TO PULL WIRE FROM POWER SUPPLY TO EXIT DEVICE THRU STOREFRONT FRAMING 3/4" CONDUIT AND BACK BOX BY ELECTRICAL CONTRACTOR ON NON -SECURE SIDE OF OPENING - SECURITY VENDOR TO INSTALL CARD READER ELECTRONIC EXIT DEVICE AND ELECTRIFIED HINGE BY HARDWARE SUPPLIER - INSTALL ON SECURE SIDE - ACTIVE DOOR ONLY MAIN ENTRY - DOUBLE STOREFRONT DETAIL SCALE: NONE 4"X 4" BOX BY ELECTRICAL CONTRACTOR CEILING 3/4" CONDUIT TO ELECTRIFIED HINGE BY ELECTRICAL CONTRACTOR 3/4" CONDUIT AND BACK BOX BY ELECTRICAL CONTRACTOR ON NON - SECURE SIDE OF OPENING - SECURITY VENDOR TO INSTALL CARD READER DOOR SUPPLIER TO PROVIDE RACEWAY THRU DOOR ELECTRONIC LOCKSET AND ELECTRIFIED HINGE BY HARDWARE SUPPLIER - SECURITY VENDOR TO INSTALL LOCKSET TYPICAL CARD READER DETAIL SCALE: NONE 1. SURGE PROTECTIVE DEVICES SHALL BE SURFACE MOUNTED. INTERNALLY MOUNTED TVSS ARE NOT APPROVED AS FAILURES MAY CAUSE COLLATERAL PANELBOARD DAMAGE AND COMPROMISE THE INSTALLATION. THIS ALSO PREVENTS THE NEED TO SUTDOWN THE PANELBOARD FOR SPD SERVICING. 2. TVSS SHALL BE MOUNTED AS CLOSE AS POSSIBLE TO ITS UPSTREAM DISCONNECTING MEANS TO KEEP LEAD LENGTHS AS CLOSE TO 6" AS POSSIBLE. NOTE THAT LEAD WIRE LENGTH SIGNIFICANTLY AFFECTS LET -THROUGH VOLTAGE OF THE TVSS. FOR PURPOSES OF STANDARDIZED TESTING, UL ESTABLISHED TVSS RATINGS BASED ON 6" OF LEAD WIRE. THE INDUCTANCE OF EACH ADDITIONAL INCH OF LEAD WIRING REDUCSES TVSS EFFECTIVENESS BY 15V-25V PER INCH ABOVE THE MANUFACTURER'S STATED SUPRESSION RATING. 3. SOLID CONDUCTORS TO BE USED TO ALLOW FOR TWISTING OF LEAD WIRES TO MINIMIZE THE AREA BETWEEN CONDUCTORS AND ANY MUTUAL INDUCTANCE EFFECTS. 4. BENDS IN LEAD WIRING MUST BE KEPT TO A MINIMUM AND SHARP BENDS MUST BE AVOIDED. 5. IT IS ACCEPTABLE TO INSTALL PANELBOARDS UPSIDE-DOWN TO ENSURE THE ABOVE REQUIREMENTS ARE MET. 6. APPLIES TO PANELS'SB' &'CR.' INCOMING MAIN FEEDER CONDUIT AND BRANCH CIRCUIT CONDUITS LUGS (NOT USED) 3 POLE TVSS BREAKER (TYPICALLY 300P; FLOOR BREAKERS NOT IN USE TO BE LABELED'SPARE' AND LEFT IN THE 'OFF' POSITION. EMPTY SPACES TO BE LABELED 'SPACE' MCB TVSS (SURFACE MOUNTED) GE TRANQUELL SERIES #TLE-120Y-050 OR APPROVED EQUAL TVSS MOUNTED BELOW PANEL TO AVOID CONFLICT WITH CONDUITS PLAN DETAIL DOOR CONTACT BY SECURITY VENDOR RESTROOM 1/8" SOLID PLATE ABOVE TO MOUNT CLOSER MOUNT CONDUIT & BOX — nN HINGE SIDE OF DOOR 24" STAINLESS ARMORED DOOR WHIP FURNISHED BY HARDWARE SUPPLIER AND INSTALLED BY SECURITY VENDOR KICK PLATE BOTH SIDES VSAT ADAPTER (N.I.C) 4" X 4" BOX AND 3/4" CONDUIT RUNT ABOVE MESH PAR I i I iiI 0 inowe 164, x V MO 11: a a a 1 3/16" STEEL CAP PLATE WELDED SOLID TO INSIDE OF PIPE. DO NOT EXCEED POST DIAMETER WITH PLATE WELD 6" DIA STANDARD STEEL PIPE THROUGH ROOF FOR 6" RIGID MAST. PAINT ABOVE FLASHING ' STAINLESS STEEL CLAMPING RING ROOF STEEL JOIST 4" X 4" X 1/4" STL TUBE WELDED TO COLUMN AND PIPE 1 /4" SLEEVE ASSEMBLY AND BOLTS BY SATELLITE DISH VENDOR 6" x 6" BOX WITH COVER ON SIDE WALL - MOUNT 6" ABOVE ACCESSIBLE CEILING 8'-0" WIRE MESH PARTITION CONDUIT AND BACK BOX BY ELECTRICAL CONTRACTOR - CARD READER INSTALLED BY SECURITY VENDOR ALARMED EXIT DEVICE AND ELECTRIC STRIKE BY HARDWARE SUPPLIER - INSTALL ON SECURE SIDE 2" DIA. PIPE WELDED TO POST AFTER ROOFING INSTALLATION. PIPE TO HAVE THREADED END FACING DOWNWARD 2" INSULATED LIQUID TIGHT FLEXIBLE CORD FITTING. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL WIRE FROM WEATHER HEAD DOWN TO BELOW ROOF DECK FOR INSTALLATION OF COAXIAL CABLE. l 120V, 1 PH, 20A DUPLEX RECEPTACLE AND DEDICATED CIRCUIT FOR DE-ICER. PROVIDE WITH WEATHERPROOF "WHILE -IN - USE" COVER SEALANT FLEXIBLE SHEET PIPE FLASHING PER ROOF MANUFACTURER LOCATE PIPE ON WAREHOUSE SIDE OF COLUMN v LEAVE OPEN FOR CABLE PATHWAY 0 (V 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 C 0ry��'� 3323 CFy.SE.. NA a Jordan & Skala Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 Project Number: 1910150 Drawn By:AWO Checked By:WRB INUMBERI DATE I DESCRIPTION 06/10/19 30% REVIEW SET Uf/`IU/19 5U%KcVl JtI 07/24/19 PRICING SET / PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUED FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN #1 BUILT -TO -SUIT FOR 360 ELLINGTON ROAD SOUTH 1NINDSOR, CONNECTICUT 06074 SCANNELL AS THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. 7 10/30/19 2019-047 % SCALE: NONE MDF 1 - TVSS DETAIL \ L SCALE: NONE J SCALE: NONE E=304 (6) SIC & (2) 2"C ROUTED TO WAREHOUSE 10'-0" 15' PAST EXTERIOR WALL & (3) 2"C TO ROOF TVSS INSTALLATION NOTES -___FOR 4G, CABLE TV, AND BAS. CONDUITS STUB INTO MDF FOR INTERIOR OFFICE 1. SURGE PROTECTIVE DEVICES SHALL BE SURFACE MOUNTED. PACKAGE (SEE 7/MDF-2) CONDUITS ROUTE PANEL CR INTERNALLY MOUNTED TVSS ARE NOT APPROVED AS FAILURES MAY INTO PULLBOX FOR EXTERIOR OFFICE CAUSE COLLATERAL PANELBOARD DAMAGE AND COMPROMISE THE PACKAGE (SEE 6/MDF-2). T- 0" DOOR INSTALLATION. THIS ALSO PREVENTS THE NEED TO SUTDOWN THE PANELBOARD FIR SPD SERVICING. 2. TVSS SHALL BE MOUNTED AS CLOSE AS POSSIBLE TO ITS UPSTREAM CARD READER DISCONNECTING MEANS TO KEEP LEAD LENGTHS AS CLOSE TO 6" AS PULLBOX (EXTERIOR OFFICE POSSIBLE. NOTE THAT LEAD WIRE LENGTH SIGNIFICANTLY AFFECTS PACKAGE ONLY, SEE 6/MDF-2) LET -THROUGH VOLTAGE OF THE TVSS. FOR PURPOSES OF STANDARDIZED TESTING, UL ESTABLISHED TVSS RATINGS BASED ON 6" OF LEAD WIRE. THE INDUCTANCE OF EACH ADDITIONAL INCH OF LEAD (6 ) 3"C. & (5) 2"C. STUB BELOW CR WIRING REDUCSES TVSS EFFECTIVENESS BY 15V-25V PER INCH ABOVE CEILING INTO MDF ROOM WITH LIGHT THE MANUFACTURER'S STATED SUPRESSION RATING. BUSHING. SWITCH 3 SC)I in CC)Nni 1('TORS TO _RF_ 11RFr) TC) AI I ()1N FnR TWIR_TIN('4 C)F I FAIL WIRES TO MINIMIZE THE AREA BETWEEN CONDUCTORS AND ANY MUTUAL INDUCTANCE EFFECTS. NON -RETAIL JUNCTION BOX SEE WALL S SECURITY / 1 PANEL SB MDF RACK LAYOUT 4 BENDS BENDS IN LEA WIRING DUST BE KEPT TO A MINIMUM AND SHARP ELEVATION FOR MORE ACCESS CONTROL A (2)T-STATS C O U INFORMATION (TYPICAL) WALL FIELD (4) 4-POST RACK 5. PANELBOARDS MAY BE MOUNTED UPSIDE-DOWN TO FACILITATE REQUIREMENTS AND AVOID INTERFERENCE WITH CONDUITS (1) 2"C. STUBBED ABOVE B MDF-1 D PENETRATING THE TOP OF PANELBOARD CEILING & (1) 2"C. TO BE o EXTENDED 15' PAST EXTERIOR w C BAY 1 BAY 2 BAY 3 BAY 4 6. APPLIES TO PANELS 'SB' &'CR'. WALL. BOTH PROVIDED WITH U_ TVSS (GE TRANQUELL SERIES BUSHING. Q SEALED #TLE-120Y-050 OR APPROVED EQUAL) 2 MOUNTED TO UNISTRUT ABOVE PANEL I CONCRETE TO AVOID CONFLICT WITH CONDUITS � INCOMING MAIN FEEDER CONDUIT FLOOR i AND BRANCH CIRCUIT CONDUITS i SURFACE MOUNTED QUAD OUTLET � SEE WALL ELEVATION FOR MORE I INFORMATION (TYPICAL) UNISTRUT 1 I I ❑ I (1) 2"C STUB ABOVE CEILING & (1) 2"C i BREAKERS NOT IN TO BE ROUTED TO WAREHOUSE 15' ��� WALL 3 POLE TVSS ❑ 1 ❑ ❑ E] [_1USE TO BE PAST EXTERIOR WALL. BOTH PROVIDED BREi-\KEhC � MCB � L = LABCLCD'SPAR� WITH BUSHING. \ � (TYPICALLY 30A/3P) I UGS (NOT USED) AND LEFT IN THE p \ I- � 3 POLE TVSS 'OFF' POSITION. C7 w z i EMPTY SPACES TO Z -Ri BREAKER p (1) 2"C. STUBBED ABOVE (D J Q BE (TYPICALLY 30A/3P) 'SPACE'ELED �EITLGninG^(�� ?sec BE colno a II =�®� N LUGS (NOT USED) � i MCB 0 0 MCB BUSHING TH PROVIDEDWITH ` � \ wo ❑ ❑ i PANELBOARDS ❑ ❑ ALSO PROVIDE ONE SET OF THE � U MOUNTED IN FOLLOWING: m I ORIENTATION AS ❑ ❑ 16kVA I TVSS (SURFACE MOUNTED) (2) 2"C. ROUTED OVERHF�D AND STUB w MENTIONED IN INTO MDF ROOM WITH BUSHINGS FOR APC UPS I GE TRANQUELL SERIES NOTE #5 ABOVE DMARC APPLIES TO EXISTING SITES m I #TLE-120Y-050 OR ( I APPROVED EQUAL ONLY) � FLOOR i (2) 4"C. ROUTED UNDERGROUND AND `-`_ STUB UP 12"AFF WITH BUSHING FOR p DnNSTRIA_1P'TI NST NII YIN W \\ �- TVSS MOUNTED BELOW PANEL TO AVOID I I J CONFLICT WITH CONDUITS Q U NOTHING TO BE MOUNTED ON WALLS < IN FRONT OR BEHIND RACK AREA o WITHOUT ITPM APPROVAL INDUSTRIAL MDF RACK LAYOUT (FRONT VIEW) TYPICAL TVSS INSTALLATION NO SCALE &N-OSCALE TEI ECIMM MAIN C_RIIINn BAR (1) 2"C. STUBBED ABOVE CEILING & (1) 2"C. TO BE \ Q w EXTENDED 15' PAST EXTENDED WALL. BOTH PROVIDED WITH - mQ � o U U_ 0 \ 3/4" FIRERATED PLYWOOD ON ALL o WALLS, FROM FLOOR TO � ACOUSTICAL CEILING. PAINTED OPLYWOOD IS NOT ACCEPTABLE. U_ w Q 0 J O U (1) 2"C. STUBBED ABOVE �\ � o CEILING & (1) 2"C. TO BE j w EXTENDED 15' PAST EXTERIOR O �- WALL. BO I H PROVIDED 1NIT H Q ¢ � BUSHING. 00 PRIMARY SEVICE PATHWAY (TMGB) @ 18" AFF ►' 1 (2) 2"C. SEE 1/MDF-1 FOR (EXISTING SITES ONLY) MORE INFORMATION (SEE 5A/MDF-2 GROUND BAR DETAIL)7 \ (6) 3"C. & (2) 2"C. ROUTED TO EXTEND 15' PAST REDUNDANT 2x2 RECESSED LED EXTERIOR WALL & (3) 2"C. TO ROOF FOR 4G, SERVICE PAT (1) 3"C. STUBBED ABOVE CEILING. WAY LIGHT FIXTURE ar_ _j CABLE TV, AND BAS. (SEE 6/MDF-2 OR 7/MDF-2 (EXISTING SITES ONLY) 2 a- 0<Q DETAILS BASED ON SITE CONDITION). III II III (1) TIC. STUBBED ABOVE (2) 3"C. STUBBED ABOVE PROVIDE WITH BUSHING. cncnVM0 III II III CEILING. PROVIDE WITH CEILING. PROVIDE WITH I- III II III (2) 2"C. SEE 1/MDF-1 FOR BUSHING. BUSHINGS. Q c¢n NO RTU'S OR III II III NO RTU'S OR MORE INFORMATION I- TRANSFORMERS I II II III IT MAIN GROUND BAR 4 T 54' AFF BUSHING (6) TIC. & (3) 2"C. Q Q TRANSFORMERS „ „ , MOUNTED 2x2 CEILING SYSTEM FOR IP WALL PHONE: n-re Ai+n� � nnn n rr STUB BELOW Q " MOUNTED ABOVE MDF II II 11 I - "- - - - kI I IVIva/ 0 au Hrr w w w III II III ABOVE MDF CEILING INTO MDF O O m E 5B/MDF-2 GROUND BAR DETAIL) 1 MDF PLAN - FLOORPLAN ROOM WITH BUSHING. g w III II IIIF1 F1 0" (EXTERIOR OFFICE PACKAGE ONLY, 2x2 CEILING SYSTEM 2x2 RETUF N AIR III II II I SEE 6/MDF-2) � GRILLE ULJLILJ 101-0" GENERAL NOTES: 2x2 RECESSED LED 2x2 RETURN AIR GRILLE ELECTRICAL: of 11 1 onv LIGHT FIXTURE W_ _A_L_L_. ROUTE (3) 2"C. TO _ROOF FOR 4G. CABLE CONDUCTORS TO BE FULLY RATED - UPS INSTALL AND START (6) 3"C. & (2) 2"C. TO EXTEND 15' PAST EXTERIOR 1. UPS MODEL - APC SYAF16K16P (208V/1 PH/100 AMP INPUT). ALL PULL BOX I I CONNECT SURFACE N, AND BAS. CONDUITS STUB INTO MDF FOR UP BY UPS VENDOR. (EXTERIOR OFFICE MOUNTED QUAD TO INTERIOR OFFICE PACKAGE (SEE 7/MDF-2) T- 0" DOOR 2. MDF RACKS, LADDER RACKING, AND ITMGB GROUNDED TO PACKAGE ONLY, PANEL 'SB' (TYP 4). SEE 6/MDF-2) S8 SS 88 CONDUITS ROUTE INTO PULLBOX FOR UPS OUTPUT (SEE 2/MDF-2 GROUND BAR DETAIL & 1/MDF-2 MDF EXTERIOR OFFICE PACKAGE (SEE 6/MDF-2). EQUIPMENT RACK/LADDER RACKING GROUNDING DETAIL FOR CONNECT SS MORE INFORMATION). I� SURFACE ❑ ❑ 3. ALL DEVICES IN MDF/IDF ROOMS TO BE SURFACE MOUNTED. CD. MOUNTED QUAD 4. ELECTRICAL PANEL DESCRIPTIONS: TO PANEL'CR' O O 1 1. PANEL'CR' - 208/120V 1P 100 AMP 88 (2) T-STATS WALL FIELD LABELS TO TELECOMM MAIN 6 BE RED 3" LETTERING ® l7KVVIVU 6Hr[ �IIVIt76) PAINTED 12" A.F.F. PANEL'CR' (SIE SN OBODEL ECLX071M) WALL FIELD DIVIDING 2x2 RECESSED LED LINES TO BE RED 2" LIGHT FIXTURE (TYP) LIGHT OR EQUIVALENT) STRIPES. ❑ ❑ SWITCH SEE 5A/MDF-2. (1) 2"C. STUBBED ABOVE WALL FIELD LABELS TO BE CEILING & (1) 2"C. TO BE RED 3" LETTERING SECURITY / _ DMARC PAGING IT ROUTED TO WAREHOUSE 15' PAINTED 12" A.F.F. ACCESS `° WALL FIELD WALL FIELD WALL FIELD PAST EXTERIOR WALL. BOTH CONTROL PROVIDED WITH BUSHING WALL FIELD SEE 3/MDF-1 TYPICAL i 11 11 11 i (4) 4"C. STUB UP 12" AFF TVSS INSTALLATION L-JL-JL_JL_J WITH BUSHING FOR DMARC SEALED CONCRETE REDUNDANT SERVICE PATHWAY FLOOR (NEW CONSTRUCTION ONLY) (NEW CONSTRUCTIONS ONLY) NOTE: PLYWOOD NOTE: PLYWOOD SEALED CONCRETE FLOOR SITE SPECIFIC. SEE ELECTRICAL PRIMARY SEVICE PATHWAY BACKBOARD NOT BACKBOARD NOT CITE P1 ON gHn1NN nm FI F\/ATinm SHOWN ON ELEVATION (NEW CONSTRUCTION ONLY) A Elevation A B Elevation B C ILIN STUBBED ABOVE 1'-011 1 /2" = 1'-0" ROUTED TO WAREHOUSE 15' PAS I EX I ERIOR WALL. BOTH PROVIDED WITH BUSHING /4" C. W/ BUSHINGS STUB 6" ABOVE CEILING OR IP PHONE DATA DROP. NO RTU'S OR TRANSFORMERS (2) 2"C. SEE 1/MDF-1 FOR (2) 2"C. SEE 1/MDF-1 FOR MOUNTED ABOVE MDF MORE INFORMATION / MORE INFORMATION SUPPLY AIR TERMINAL (2) TIC. SEE 1/MDF-1 FOR 2x2 RETURN AIR GRILLE MORE INFORMATION NO RTU'S OR 2x2 SUPPLY AIR TRANSFORMERS TERMINAL 1) 3"C. SEE 1/MDF-1 FOR (1) 3"C. SEE 1/MDF-1 FOR MOUNTED ORE INFORMATION RETURN AIR MORE INFORMATION ABOVE MDF 2x2 RECESSED LED TERMINAL LIGHT FIXTURE (TYP) 2x2 CEILING SYSTEM 2x2 CEILING COLD AISLE HOT AISLE SYSTEM ULI (1) 2"C. STUBBED ABOVE 2x2 RECESSED LED 2x2 RECESSED LED 2x2 SUPPLY CEILING & (1) 2"C. TO BE LIGHT FIXTURE ROUTED TO WAREHOUSE 15' Li 0 o LIUI-I I r1n I UKt AIR TERMINAL PAST EXTERIOR WALL. BOTH PROVIDED WITH BUSHING CONNECT SURFACE MOUNTED IT MAIN GROUND BAR CONDUIT TO'CR' PANEL JUNCTION BOX TO PANEL'SB' (ITMGB) @ 90" AFF (SEE MUST BE ROUTED OVER 5B/MDF-2 GROUND BAR ACOUSTICAL CEILING. DETAIL) IP WALL UPS OUTPUT ❑ ❑ PHONE MDF BAYS JUNCTION BOX ❑ 2x2 RETURN Eil PANEL SB AIR GRILLE p WALL FIELD LABELS TO BE RED 3" LETTERING PAINTED 12" A.F.F. MDF BAY 4 (1) L5-20 ON UPS BYPASS MDF BAY 3 (1) L5-20 ON UPS BYPASS MDF BAY 2 (1) L5-20 ON UPS BYPASS MDF BAY 1 (16kVA UPS) 1 y 1.1. FED DIRECTLY FROM THE OUTPUT OF THE UPS AND CAN BE CONSIDERED AN EXTENSION OF THE UPS OUTPUT. 1.2. IDENTIFIED WITH ORANGE PHENOLIC LABEL WITH WHITE LABELING. 1.3. CONTAINS ISOLATED GROUND BRANCH CIRCUITS. 2. PANEL'SB' - 208/120V, IP, 100 AMP 2.1. SURE PROTECTED n n r-MKICOATn� CI IOOn MTCr1 G.G. VGIVGr\nI Vr\ JIJrr VR1 CLJ 2.3. USES - PCs, PRINTERS, IDF CABINETS. RECEPTACLES TO BE HUBBELL #5362 ENVIRONMENTAL: 1. WATER PIPES CANNOT PASS THROUGH, OVER, OR WITHIN THE PERIMETER OF THE MDF OR IDF WALLS UNLESS IT IS A LINE SET SUPPORTING A COOLING UNIT WITHIN THE MDF/IDF, 2. COOLING UNITS MUST BE LOCATED AT LEAST 1'- 0" OUTSIDE THE VERTICAL PLANE OF THE MDF/IDF WALLS. 3. DIFFUSERS SHOULD BE VERTICAL THROW DIFFUSERS TO PROIVIO I C HO I %MOLD AISLE CIIV I AIINIVICIN I . 4. ALL CONDUIT PATHWAY FROM MDF TO ROOF SHOULD BE 75' OR LESS UNLESS OTHERWISE SPECIFIED. 5. ALL EQUIPMENT AND DEVICES ON ALL WALLS IN ALL MDF/IDF ROOMS ARE SURFACE MOUNTED. 6. FLOOR MUST BE SEALED CONCRETE. 7. ENTRANCE TO MDF TO BE 3'- 0" DOOR. 8. MDF SHALL NOT COLLOCATE WITH JANITOR CLOSET OR BATHROOMS UNLESS CURB OR OTHER MOISTURE INTRUSION PREVENTION MEASURE HAS BEEN TAKEN. WATER PIPES CANNOT BE ROUTED WITHIN AN MDF/IDF WALL. HVAC SYSTEM DESIGN REQUIREMENTS: 1. ALL COOLING UNITS TO BE COMMERCIAL GRADE (RESIDENTIAL GRADE IS NOT ALLOWED). 2. HVAC TO BE DEDICATED SYSTEMS TO ALLOW 24/7 OPERATION. TAPPING BASE BUILDING IS NOT ALLOWED. 3. PROVIDE REDUNDANT COOLING UNITS. HEATING ELEMENTS ARE NOT REQUIRED TO SAVE COST. WHERE PROVIDED, DISABLE/REMOVE HEATING ELEMENT. 4. LEAD/LAG CONTROLS TO RUN BOTH UNITS 5. DESIGN TEMPERATURE OF 70 F DEGREES. 6. NO HUMIDITY REQUIREMENT, HOWEVER PROVIDE 25% MARGIN TO ACCOUNT FOR LOST LATENT COOLING. 7. ZERO DEGREE LOW AMBIENT HEAD PRESSURE CONTROLS AND CRANKCASE HEAT FOR OUTDOOR UNITS IN COLD WEATHER CLIMATES 8. EVAPORATOR COILS AT ALL SITES SHOULD HAVE A THERMAL EXPANSION VALVE FRONT SIDE I WALL FIELD DIVIDING OF CABINETS NON FUSED UPS INPUT LINES TO BE RED 2" DISCONNECT. ALL UPS ❑ ❑ STRIPES. (1) 3"C. STUBBED ABOVE ANDS SECURED PROPERLY BUSHING FOR IPWALLPHONE (1) 3"C. STUBBED OVE STUB AT CEILING. PROVIDE WITH CEILING. PROVID WITH (2) 3"C. STUBBED ABOVE BUSHING. BUSHING. CEILING. PROVIDE WITH IT MAIN GROUND BAR KEYED NOTES BUSHINGS. (ITMGB) @ 90" AFF FA/BA BAS/NOVAR NOTE: (SEE 5B/MDF-2 GROUND BAR DETAIL) O THE SECURITY WALLFIELD REQUIRES (1) CLEAN POWER CIRCUIT COLD AISLE HOT AISLE WALL FIELD WALL FIELD (CR PANEL). EACH TERMINATED IN AN ISOLATED GROUND QUAD 1. FIRE SUPPRESSION, MECHANICAL, AND ELECTRICAL CONTRACTORS SHALL COORDINATE SPRINKLER HEAD, DIFFUSER, AND LIGHTING LOCATIONS. MOUNTED OVER THE WALLFIELD AREA, BELOW THE HEIGHT OF 2. CEILING GRID TO BE LAID OUT SUCH THAT GRID PATTERN ALLOWS LIGHTING AND DIFFUSERS TO BE LOCATED WITHIN WARM/COLD AISLES. THE LADDER RACKING (-72" AFF). SEALED CONCRETE FLOOR NOTE: PLYWOOD BACKBOARD O CONDUITS TO BE LABELED BY ELECTRICIAN. NOT SHOWN ON ELEVATION. SEE 3/MDF-1 TYPICAL SEALED CONCRETE BACKBOARD NOT MDF PLAN - REFLECTED CEILING PLAN Elevation C (16kVA UPS INSTALLATION) SEEN4/MDF-1 FOR 16kVA STALLATION DETAIL PS TVSS INSTALLATION Elevation D FLOOR SHOWN ON ELEVATION 2 MDF - 1'-011 A B IVIDI - I D 2x2 RECESSED LED LIGHT FIXTURE (TYP) (1) 2"C. STUBBED ABOVE CEILING & (1) 2"C. TO BE ROUTED TO WAREHOUSE 15' PAST EXTERIOR WALL. BOTH PROVIDED WITH BUSHING CV 2x2 SUPPLY AIR TERMINAL W/ `- TITUS PAS-14 ARRANGED FOR VERTICAL THROW 3/4" FIRERATED PLYWOOD ON ALL WALLS, FROM FLOOR TO ACOUSTICAL CEILING. PAINTED PLYWOOD IS NOT ACCEPTABLE. (1) 2"C. STUBBED ABOVE CEILING & (1) 2"C. TO BE ROUTED TO WAREHOUSE 15' PAST EXTERIOR WALL. BOTH PROVIDED WITH BUSHING 2x2 RECESSED LED LIGHT FIXTURE 2x2 SUPPLY AIR TERMINAL W/ TITUS PAS-14 ARRANGED FOR VERTICAL THROW \1 C 2x2 GRID CEILING SYSTEM MDF (1) L5-20 OIV UPS BAY 4 6 T PASS MDF BAY 3 (1) L5-20 ON UPS BYPASS 71 MDF BAY 2 (1) L5-20 ON UPS BYPASS MDF (16kVA BAY 1 UPS) 1 4 1 LUL LUL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 a%ululluu'4 �pE COIyH�:''�ii RN11 Jordan & Skala Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 Project Number: 1910150 Drawn By_AWO_ Checked NUMBER DATE DESCRIPTION 06/10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET / PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUED FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN #1 BUILT -TO -SUIT FOR 360 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL P R O P E R T I E S THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. INE'VIII PROJECT NO 10/30/19 2019-047 I IE L-205 E L-202 IEL-204 EL-203 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 Jordan & Skala Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 'roject Number: 1910150 DESCRIPTION 30% REVIEW SET 50% REVIEW SET PRICING SET / PROGRESS SET 95% REVIEW SET PERMIT SET ISSUED FOR CONSTRUCTION CHANGE BULLETIN #1 BUILT -TO -SUIT FOR _ .„J 6U t 3'1 III .''�ROAD DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL P R 0 P E R T i E S I H15 UNAVVINU, A5 AN IN5 I NUMtN I UI StHVIGL, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN 'ROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE 'ROCEEDING WITH EACH PHASE OF HIS WORK. PROJECT• 10/30/19 7 2019-047 PARTIAL FLOOR PLAN - NORTHEAST - LIGHTING EL=202 LILL WF MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 SIS %''��FS•I��ENS4.0����E`'`��. Jordan & Skal, Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 Project Number: 1910150 Drawn Rv*AWC) Checked 30% REVIEW SET 50% REVIEW SET PRICING SET / PROGRESS SET 95% REVIEW SET PERMIT SET ISSUED FOR CONSTRUCTION CHANGE BULLETIN #1 BUILT -TO -SUIT FOR 360 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL P R O P E R T I E S THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. �PROJECT NO 7101!301!19!1 2019-047 PARTIAL FLOOR PLAN - SOUTHEAST - LIGHTING EL=203 3 HX, III 4 —. 1. X1 L i�:'bl`�Yr�i � -_. '✓"."� � 1, i - - , - E •` I BF - - t _ R HAO-32 .I i i i i EHA1-9 "., 7 r 2 i GENERAL NOTES: 1. ALL LIGHTING FIXTURES SHALL BE TYPE'B' UNLESS NOTED OTHERWISE. KEY NOTES: (DESIGNATED BY "®") 1. SEE EMERGENCY LIGHTING DIMMER OVERRIDE DETAIL 7/E-310. A 2. PROVIDE LEVITON 277 VOLT, 0-10V LED DIMMER WITH IVORY FINISH. 3. ROUTE CIRCUIT THROUGH LIGHTING CONTACTOR AND BUILDING AUTOMATION I SYSTEM, COORD. WITH MECHANICAL CONTRACTOR. " ti B LUL_ ` i 'A &- & AMW LUL Iv1At�. %J REV O R ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 Jordan & Skala Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 Project Number: 1910150 Drawn By:AWO Checked By:WRB IBER DATE DESCRIPTION 06/10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET / PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUED FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN #1 BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL f` P R O P E R T I E S THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. PROJECT 7• 10/30/19 2019-047 ENLARGED SANITARY PLANS - LIGHTING EL=301 1 MAIN OFFICE ENLARGED PLAN -LIGHTING 1l8" = 1'- 0" a v �.:.::-mot �� [c✓ � GENERAL NOTES: A`,550C C A TES 1. ALL LIGHTING FIXTURES SHALL BE TYPE'B' UNLESS NOTED OTHERWISE. KEY NOTES- (nF�IC-.N .. .. -_ � . .- 2727 Paces Ferry Road SE Building Two, Suite 1400 1. SEE EMERGENCY LIGHTING DIMMER OVERRIDE DETAIL 71E-310. 2. PROVIDE LEVITON 277 VOLT, 0-10V LED DIMMER WITH IVORY FINISH. Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 3. ROUTE CIRCUIT THROUGH LIGHTING CONTACTOR AND BUILDING AUTOMATION SYSTEM, COORD. WITH MECHANICAL CONTRACTOR. ' 7M7""', CON.. o '';�.n� n•!/CENSER• �.10 V CONSULTANT Jordan & Skala Engineers 4275 Shockleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 Project Number: 1910150 Drawn By:AWO Checked By:WRB _ - 1PRINT RECORD NUMBER DATE DESCRIPTION i 06/10/19 07/10/19 30% REVIEW SET 50% REVIEW SET t= j BF :' • BR 07/24/19 08/15/19 PRICING SET / PROGRESS SET 95% REVIEW SET ` ____ __ „,;�r, , . - -•- _..... ; 10/30/19 PERMIT SET �'.-� 02/07/20 ISSUED FOR CONSTRUCTION _— 1 02/26/20 CHANGE BULLETIN #1 - - *:r'4 --- , " BF N PROJECT INFORMATION BUILT -TO -SUIT FOR -' I B �\ ELLINGT®N V � R Ok A D V, 1 c DISTRIBUTION CENTER 1�X ..... - -. i B - B -- v 1 C C 360 ELLINGTON ROAD SOUTH WINDSOR, f CONNECTICUT 06074 E I 1 ry BF � �' I E ; SCANNELL -- (, i - -- P R O P E R T i E S / ,, - - - --- -- -- - .....----._.—... THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS i AND SHALL REMAIN THE PROPERTY OF THE _ DESIGN PROFESSIONAL AND SHALL NOT BE ! REPRODUCED, PUBLISHED OR USED IN ANY WAY I i WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. --"----- -- THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE I PROCEEDING WITH EACH PHASE OF HIS WORK. BACKGROUNDREVISIONS: ARCHITECTURAL: BACKGROUNDS PLANS 02/05/20 I CIVIL: CIVIL PLAN 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C 09/05/19 �• '• •47 10/30/19 L— 2019-0 IFSHEET TITLE ENLARGED PLANS - LIGHTING SHEET NUMBER EL=302 _� lL=`,'� ED REM��0 R-E T �0h� LDGG �T�N� L E I E P E LIGHTING FOR -UCTION 1 /4f1 = 1 1— 011 1 /4" = 1'- 0" LIHL FIEP-205 EP-202 IEP-204 EP-203 LILL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 770.432.9400 F 770.432.9934 Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 Project Number: 1910150 Drawn BY:AWO Checked 30% REVIEW SET 50% REVIEW SET PRICING SET / PROGRESS SET 95% REVIEW SET PERMIT SET ISSUED FOR CONSTRUCTION CHANGE BULLETIN #1 BUILT -TO -SUIT FOR 360 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 �� SCANNELL THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. OEM I PROJECTNO 7101!3011!9!1 2019-047 PARTIAL FLOOR NORTHEAST - POWER EP=202 MACGREGOI ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 770.432.9400 F 770.432.9934 Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 Project Number: 1910150 Drawn Bv:AWO Checked 30% REVIEW SET 50 REVIEW CF_T PRICING SET / PROGRESS SET 95% REVIEW SET PERMIT SET ISSUED FOR CONSTRUCTION CHANGE BULLETIN #1 BUILT -TO -SUIT FOR 360 ELLINGTON 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL P R 0 P E R T t E 5 THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. �PROJECT NO 10/30/19 1 -047 PARTIAL FLOOR PLAN - SOUTHWEST - POWER EP=204 Lf fil 11117 IEP-205 EP-202 IEP-204 EP-203 1 11 & &&W L11L MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 Jordan & Skai Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 'roject Number: 1910150 Drawn Bv:AWO Checked DESCRIPTION 30% REVIEW SET 50% REVIEW SET PRICING SET / PROGRESS SET 95% REVIEW SET PERMIT SET ISSUED FOR CONSTRUCTION CHANGE BULLETIN #1 BUILT -TO -SUIT FOR 360 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL F R 0 P E R T I E S THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. 7 PROJECT• 10/30/19 2019-047 PARTIAL FLOOR PLAN - NORTHWEST - POWER EP=2-0- 5 �71 (7 L � �L' l ,11L. IP-" U Nam. It UU) �� � fi; R',C Hu u T E C T 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 770.432.9400 F 770.432.9934 e ; go@ Jordan &Skala Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 Project Number: 1910150 Drawn By:AWO Checked 30% REVIEW SET 50% REVIEW SET PRICING SET / PROGRESS SET 95% REVIEW SET PERMIT SET ISSUED FOR CONSTRUCTION CHANGE BULLETIN #1 360 ELLINGTON 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL ter.------ P R O P E R T I E S THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. By -A I PR •JECT NO !1 710130!11!9 2019-047 ENLARGED OFFICE PLANS - POWER 124 SCHEDULE OF FEEDERS & SERVICES Feeder/Service Description Number of Runs Conductor Size Conduit Diameter (in) Calculated Fault Value Designation Equipment Served Conductor Ampacity (Amps) Copper or Aluminum Phase Conductor Neutral Conductor Equipment Ground F A 58 RTU-1 30 CU 1 set 3 # 10 1 # 10 1 # 10 3/4 1,295 F A 59 RTU-2 15 CU 1 set 3 # 12 1 # 12 ( 1 # 14 3/4 946 F A 60 RTU-3 20 ( CU 1 set 3 # 12 1 # 12 1 # 12 3/4 1,002 F A 61 RTU-4 30 I CU 1 set 2 # 10 1 # 10 1 1 # 10 3/4 572 F n F9 RTII_r IG I'll 1 1 cn+ 2 4+ 19 1 if 19 1 44 14 114 1 r19 F A 63 RTU-6 20 CU 1 set 3 # 12 1 # 12 1 # 12 3/4 1,135 F A 64 RTU-7 30 CU 1 set 3 # 10 1 # 10 1 # 10 3/4 1,121 F A 65 RTU-8 30 CU 1 set 3 # 10 1 # 10 1 # 10 3/4 1,121 KEY: "CU" - COPPER "AL" - ALUMINUM NOTESAInTCC• (`n DDCD (1D 111 IIIIAIAllll111 DCCCDQ TO ni I !`fl Alhll/`T/1Dc /DUAQC AICIITDnI AKIn oonl My, : LJ. VVI I LIN VIA /-% UIVI IIYUIVI RLr LRJ I V f1LL UVIYUUUI VRJ I,r1 I!'1J L, IYLUI RML, 11111.) URVVIYUJ --...__. v WC LA2-7,9 . ......... .......... 7 / 1 MECHANICAL EQUIPMENT CONNECTION SCHEDULE UNIT TAG LOAD UNIT DESCRIPTION PANEL -CIRCUITS) FEEDER SIZE DISCONNECT FRAME / POLE / ENCLOSURE / FUSE SIZE REMARKS RTU-1 25.0 A ROOFTOP UNIT HAO-1,3,5 3#10, #IOG, 12"C DIVISION 23 RTU-2 12.0 A ROOFTOP UNIT HAO-7,9,11 3#12, #12G, 12"C DIVISION 23 RTU-3 15.0 A ROOFTOP UNIT HAO-13,15,17 3#12, #12G, 12"C DIVISION 23 RTU-4 16.0 A ROOFTOP UNIT LAO-2,4 2#10, #IOG, 12"C DIVISION 23 RTU-5 12.0 A ROOFTOP UNIT HAO-19,21,23 3#12, #12G, 12"C DIVISION 23 Ri U - 6 15.0 A ROOFTOP UNIT HAU-25,2%,29 31;12, #12G, 1%LIIC DIVISION 23 RTU-7 23.0 A ROOFTOP UNIT SB2-65,67,69 3#10, #IOG, 12"C DIVISION 23 RTU-8 23.0 A ROOFTOP UNIT SB2-71,73,75 3#10, #IOG, 12"C DIVISION 23 rl lU 1 LUrI-I '7 r VIAI /.J r\vV CI rn-r DIP IMIT Ur nTrr] LLLUI RIU UINII nr-/11 LR 11 AnU 1 0 C FlArrl-I,J,J 0-10 —1 nn 1 �Iln 3+1-14, +F ILO, 1/4 U nil/10 V\KI n0 UI9 IJ IVIV LJ EWH-Al 3.0 KW ELECTRIC WALL HEATER HA2-11 2#12, #12G, 12"C DIVISION 23 EWH-A2 3.0 KW ELECTRIC WALL HEATER HA2-13 2#12, #12G, 12"C DIVISION 23 EWH-A3 3.0 KW ELECTRIC WALL HEATER HAO-14 2#12, #12G, 12"C DIVISION 23 MARA_R1 vvll VI 1 R K\AI .V P1 FCTRIr \�1151 I PPATPP uan_1a IIlIV�IV 94+19 +F19C 1 n"r LIT IL, 1T 1L 1 "1 V rIIVICInN 92 VIV IV IVIV LJ EWH-B2 1.5 KW ELECTRIC WALL HEATER HA2-15 2#12, #12G, 12"C DIVISION 23 ECH-1 3.0 KW ELECTRICAL CEILING HEATER HAO-18 2#12, #12G, 12"C DIVISION 23 EF-1 1 42 A I EXHAUST FAN 11 APH-9.11.13 I 3#12. #12E. 1/2"C I DIVISION 23 EF-2 4.4 A EXHAUST FAN LA2-14 2#12, #12G, 12"C DIVISION 23 EF-3 0.5 A EXHAUST FAN LAO-1 2#12, #12G, 12"C SWITCH WITH LIGHTS EF-4 4.4 A EXHAUST FAN LAO-3 2#12, #12G, 12"C DIVISION 23 EF-5 4.4 A EXHAUST FAN LAO-5 2#12, #12G, 12"C DIVISION 23 EF-6 4.4 A EXHAUST FAN LAO-7 2#12, #12G, 12"C MOTOR RATED SWITCH EF-7 5.8 A EXHAUST FAN LAO-9 2#12, #12G, 12"C DIVISION 23 EF-8 4.4 A EXHAUST FAN LAO-11 2#12, #12G, 12"C DIVISION 23 EF-10 0.3 HP EXHAUST FAN LA1-32 2#12, #12G, 12"C DIVISION 23 P Al 1. A P DL FA OTO R ED WIT H PF-A2 1.0 A PADDLE FAN LAO-13 2#12, #12G, 12"C MOTOR RATED SWITCH PF-A3 1.0 A PADDLE FAN LAO-13 2#12, #12G, 12"C MOTOR RATED SWITCH PF-A4 1.0 A PADDLE FAN LAO-13 2#12, #12G, 12"C MOTOR RATED SWITCH WL-1 2.0 A WALL LOUVER LAPH-15 2#12, #12G, 12"C MOTOR RATED SWITCH BP-1 3.0 HP BOOSTER PUMP HAO-8,10,12 3#12, #12G, 12"C DIVISION 22 SEP-1 2.0 HP SEWAGE EJECTOR PUMP SBDPA-16,18,20 3#12, #12G, 12"C DIVISION 22 SEP-2 2.0 HP SEWAGE EJECTOR PUMP SBDPA-17,19,21 3#12, #12G, 12"C DIVISION 22 HWRP-1 1/8 HP HOT WATER RETURN PUMP LAO 15 2#12, #12G, 12"C MOTOR RATED SWITCH WHE-1 4.5 KW ELECTRIC WATER HEATER LAO.6,8 2#10, #10G, 12"C 30 / 2 / 1 WHE-2A 4.1 KW ELECTRIC WATER HEATER LA2-2,4 2#10, #IOG, 12"C 30 / 2 / 1 REFER TO DETAIL 4/E-303 WHE-213 4.1 KW ELECTRIC WATER HEATER LA2-6,8 2#10, #IOG, 12"C 30 / 2 / 1 REFER TO DETAIL 4/E-303 WHE-2C 4.1 KW ELECTRIC WATER HEATER LA2-10,12 2#10, #1OG, 12"C 30 12 / 1 REFER TO DETAIL 4/E-303 AC-1/CU-1 32.0 A I SPLIT SYSTEM LA2-15,17 2#8, #IOG, 3/4"C DIVISION 23 DIESEL FIRE PUMP, PROVIDE CONNECTIONS PROVIDE CONNECTIONS TO WATER TANK IMMERSION HEATERS, COORDINATE WITH INSTALLER PRIOR TO ROUGH -IN. PROVIDE FAN/LOUVER INTERLOCK, COORD. WITH MECH. CONTRACTOR i•� WL EL7 2#10,1#10G-3/ HAPH-2,4,6 JOCKEY PUMP, PROVIDE CONNECTIONS FIRE PUMP CONTROLLER_ JOCKEY PUMP - -- - - CONTROLLER EUH 1 LAPH-3,5,7 l J 3#10,1#10G-3/4"C i P H -w-HAPH-810,12 3#10,1#10G-3/4"C C -p--HAPH-14,16,18 LAPH 1 wc�� 3#10,1#10G-3/4"C i !EF VERIFY ALL FINAL LOCATIONS OF EQUIPMENT WITH FIRE PROTECTION DRAWINGS PRIOR TO ROUGH -IN ELA1 2#10,1#10G-3 DE CONNECTIONS TO JACKET :R AND BATTERYCHARGER, D. WITH FP INSTALLER PROVIDE CONNECTION TO FIRE ALARM PANEL BY OTHERS GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL DEVICE LOCATIONS AND RF'0UIRFMFNTS WITH ARCHITECT'S PLANS AND ELEVATIONS PRIOR TO ROUGH -IN. 2. CIRCUIT RTU CONVENIENCE RECEPTACLE TO A RECEPTACLE CIRCUIT BELOW, TYPICAL FOR ALL RTU'S ABOVE THE OFFICE. 3. SEE MECHANICAL CONNECTION SCHEDULE ON SHEET EP-302 FOR MECHANICAL EQUIPMENT CIRCUIT INFORMATION. 4. SEE SCHEDULE OF FEEDERS AND SERVICES FOR RTU ARC FAULT CALCULATION ON SHEET EP-302. KEY NOTES: (DESIGNATED BY "(P") 1. INSTALL RECEPTACLE BEHIND THE FASCIA OF THE WATER COOLER/WASH FOUNTAIN. 2. INTERLOCK EXHAUST FAN CONTROL WITH RESTROOM LIGHTING. L -- '7 -7 1_�7 (�7 (_- (=-_-7 kfiL, ,,, 5 5 0 C �I AT E A H T E TS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 Of�CONN'''% r JUIgo@ UU[l1 e 3KUIU Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 Project Number: 1910150 Drawn By:AWO Checked By:WRB NUMBERI DATE DESCRIPTION 06/10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET / PROGRESS SET 08/15/19 95% REVIEW SET 10/30/11 PERMIT SET 02/07/20 1 ISSUED FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN #1 BUILT -TO -SUIT FOR TUN A DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 ��SCANNELL P R 0 P E R T I E S THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. 107/30/19 PROJECT 2019-047 ENLARGED PLANS -POWER I REMOTE TOILET /OFFICE ENLARGED PLAN -POWER K2 1 /411 = 11- 0" 1 1 1 /411 = 1 11- ®rr ,11M,I I r EP=302 I O I SB6-10,12 4#6,1 #6G-1 "C. �I I 8" AFF SB6-14,16 4#6,1#6G-1"C. SB6-21 2#10,1 #10G-3/4"C. O m u 1 PARTIAL FLOOR PLAN -SOUTH EAST -SYSTEMS -3 1 #10G-3/4"C. ..._...._....... ...........__............. --------- r.. ----...--.._.__._..___....__.._..................._.... ----------...--._...._.._.__._........._......_._.-....._......._.__.._.._. _ .._. 12#� 6-19 10,1#10G-3/4"C. J O 13 n _ .KEY NOTES: (DESIGNATED BY "®") 1. JUNCTION BOX MOUNTED 10'-0" AFF FOR SECURITY DOOR HARDWARE POWER SUPPLIES. ELECTRICAL CONTRACTOR SHALL PROVIDE HARDWIRE VOIVIN-WIIV140 (TVV/V REQUIRED) TU SEVURI I I VL:1WVR PVVVtR SUPPLY. COORDINATE FINAL LOCATIONS AND CONNECTIONS WITH SECURITY VENDOR PRIOR TO BEGINNING ROUGH -IN. REFER TO DETAIL 9/E-304 FOR ADDITIONAL INFORMATION. [2. OVIDE 3/4" SLEEVE WITH BUSHING ON EACH END THROUGH EXTERIOR WALL 0" BELOW JOIST,18" FROM CORNER OF BLDG., FOR SECURITY CAMERA (BY HERS). VERIFY EXACT LOCATION WITH ARCHITECTURAL ELEVATIONS AND CURITY INSTALLER. EXTEND TO ACCESSIBLE AREA IN WAREHOUSE,10, YOND ANY GUARDRAIL, RAIL, PARTITION OR ANY OTHER OBSTRUCTION. J. IDIF VABINt I UK PAGING UABINt I SUPPLIED BY OTHERS IIVS I ALLED BY ELECTRICAL CONTRACTOR 32' AFF. REFER TO DETAILS 3/E-302 AND 4/E-302 FOR ADDITIONAL INFORMATION. VERIFY FINAL LOCATIONS AND ELECTRICAL REQUIREMENTS WITH TENANT PRIOR TO BEGINNING INSTALLATION. 4. FLUSH DEEP OUTLET BOX FOR HARDWIRE CONNECTION OF COMMI INICATION WARNING LIGHT SYSTEM. REFER TO TYPICAL DOCK DOOR ELEVATION DETAIL 51E= 301 FOR ADDITIONAL INFORMATION. 5. REFER TO DETAIL 1/E-302 FOR "INTERIOR WIRELESS MESH AP INSTALLATION" DETAIL. EXTEND CONDUIT FROM PLYWOOD BOARD AT 10' TO JOIST AND ACROSS RAIL PIT TO ACCESSIBLE AREA FOR DATA LINE. 6. PRE -ACTION COMPRESSOR, COORDINATE EXACT LOCATION AND REQUIREMENTS WITH FIRE PROTECTION DESIGN DRAWINGS. 7 PG?r11/InG Ql11419 GI ISGn nlCroKiK1GrT c1A11Tr1-I COD rnAlnlCrTlnnl Tr)AAOTnD17Cn 1 Iv1�.- vvlvl 1 1 wv vlvvvl•1•LV 1 v 11 vl 1 1 WIN vvl\IYLv I Iv11 I v IVIW I VI\ILLY OVERHEAD DOOR. PROVIDE CONDUIT AND CONNECTIONS TO CONTROL STATION PROVIDED BY OTHERS. COORDINATE FINAL LOCATION AND ELECTRICAL CHARACTERISTICS WITH ACTUAL EQUIPMENT PROVIDED. PROVIDE FUSES AS RECOMMENDED BY EQUIPMENT MANUFACTURER. 8. PROVIDE OUTLET BOXES AND CONDUIT FOR SECURITY PER DETAIL 11/E3.02. WHERE MAN DOOR IS LOCATED AT RAIL PIT, EXTEND 3/4"C. FROM OUTLET BOX ES-20. ABOVE MAN DOOR TO STRUCTURE ABOVE AND TURN AND EXTEND CONDUIT BEYOND RAIL PIT TO ACCESSIBLE AREA IN THE WAREHOUSE. ES-20, n nnn\nnr nnlnlA rl Inrn nlnnn/.l\IrnT n1A IITnI l r/l1•'f nn.nlrnTln•1 T 0 \ 9. PROVIDE JVIJ/ I FUSED D SCOI NEC I JWI I Un rum IiONNEC I IONIU IVIV l VKILED \2 /) OVERHEAD DOOR. PROVIDE CONDUIT AND CONNECTIONS TO CONTROL STATION PROVIDED BY OTHERS. COORDINATE FINAL LOCATION AND ELECTRICAL CHARACTERISTICS WITH ACTUAL EQUIPMENT PROVIDED. PROVIDE FUSES AS RECOMMENDED BY EQUIPMENT MANUFACTURER. 10. PROVIDE 3/4" SLEEVE WITH BUSHING ON EACH END THROUGH EXTERIOR WALL 6" BELOW EXTERIOR GABLE CEILING FOR SECURITY CAMERA (BY OTHERS). EXTEND CONDUIT UP INTERIOR WALL CAVITY AND INTO INTERIOR SPACE BEYOND HARD CEILING AND TERMINATE 6" ABOVE INTERIOR ACCESSIBLE CEILING. VERIFY EXACT LOCATION WITH ARCHITECTURAL ELEVATIONS AND SECURITY INSTALLER PRIOR TO RUUGH-IN. 11. PROVIDE 3/4" SLEEVE WITH BUSHING ON EACH END THROUGH EXTERIOR WALL 6" ABOVE INTERIOR ACCESSIBLE CEILING FOR SECURITY CAMERA (BY OTHERS). VERIFY EXACT LOCATION WITH ARCHITECTURAL ELEVATIONS AND SECURITY INR,TAI I FR PRI0P TO Rr111r.H_IN 12. COORDINATE EXACT LOCATION OF PUSH BUTTON FOR OVERHEAD DOOR WITH ARCHITECT PRIOR TO INSTALLATION. al 3. PROVIDE 3/4" SLEEVE WITH BUSHING ON EACH END THROUGH EXTERIOR WALL V-0" BELOW JOIST FOR SECURITY CAMERA (BY OTHERS). VERIFY EXACT LOCATION WITH ARCHITECTURAL ELEVATIONS AND SECURITY INSTALLER. EXTEND TO ACCESSIBLE AREA IN WAREHOUSE, 10' BEYOND ANY GUARDRAIL, RAIL, PARTITION OR ANY OTHER OBSTRUCTION. I LLiL LLLI� MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 GJy.� .!czn;ti�..• ��.�. �n/unl 111n11\ *t7* f CONSULTANT Jordan & Slcala Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 Project Number: 1910150 Drawn By:AWO Checked By:WRB RECORDPRINT NUMBER DATE DESCRIPTION 06/10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET / PROGRESS SET 08/15/19 v/ - - 95% REVIEW SET PERM1iT 02/07/20 .- ISSUED FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN #1 PROJECT•- • BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL P P 0 P E R T I E 5 THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. BACKGROUNDREVISIONS: ARCHITECTURAL: BACKGROUNDS PLANS 02/05/20 CIVIL: CIVIL PLAN 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C 09/05/19 07-1140 PROJECTNO !10!/30/1!9!1 2019-047 SHEET TITLE PARTIAL FLOOR PLAN - SOUTHEAST - SYSTEMS SHEET NUMBER ES=203 FOR CONSTRUCTION LUL LUL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 o�of COHNf y•'at�� G'r G� 10 '• 3323b . � »»ff1111►►►►�� b Jordan & Skala Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 Project Number: 1910150 Drawn By:AWO Checked NUMBER I DATE I DESCRIPTION 06/10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET / PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUED FOR CONSTRUCTION 02/26/20 CHANGE BULLETIN #1 BUILT -TO -SUIT FOR 360 ELLINGTON DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNED PROP E KTIES THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. �PROJECT 10/30/19 2019-047 PARTIAL FLOOR PLAN - SOUTHWEST - SYSTEMS ES=204 j-. "-.--", ",.-,\ "I" ", GENERAL NOTES: ' i( 3 ) , ! , ,t6 1 2 1 � � �, \ f I I ; I , � : . 11--_/ : : : : 1; \1.1--l' , . . . i \_ , ,/ Z . R 1 1. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONING OF ALL ITEMS. LCIL t t : t . � : . . . . : . � : ; : . : : : . t ; I . . i : . 7 . t . : . I . - ; i . � : , - , . I . . i I . t I i I I - __� I . . . � . . . : . . 1 . . ! . . i I ; i I i . . 1 . ...... .. ..... ... ..... ............................. I z . : : : . ; . : i . . . . . : ; . � p : ; . . ; � C ILING - I � "CLION "' . I . t . I ; . . . : . . : . i i : . ; a . ! . i n n n 25A/ OF A'' SY"T"I FURNITURE - 'ALL BE CONTROLLED VIA THE LOCAL � 2. /-�D-/our/-kLLZ)TOir-ivirumiiiumtz)m CCUPANCY SENSOR PER 2013 ASHRAE 90.1. 1�1'j ___ &W 61 1111IF &W 1� ; . . . . . : I T I � : . . : . . i . . : � . . . I . . . : . . I . : I . ; I . ! . I I . I . . I . ! . : ! . . : : ; . i . ; I : . a . . i � a . . � : ; � s : I . . . IN F . : EEDS . 2 IN FEEDS ; � ; . . - . . . . . . . . . "W Ar 111111" "W . ; . . . I I . . . . . . . . i . . . . : . i . : � I . . . . . . . . . I . . . . : I . . z . . . � . . . . . . . . I . ___ �_ ________­ i . .............. . . ..... * __ , ---....- I - - - - -I--- a .__._.._..._...._... . ...... . ... . ................ __... ." . t . . : t a : . I : . . I . ...... - Irl ; i I [P . 4A ­­­­­­­ ........... I i L.----.- - -.-----. -.- __ .------ ____ I ....- . . . . . . . . . . . . . . . . .... I __ f . - . , � I : i i ; : i : : : : i . : : I � ! I � ---.--. ____4__ � 11 ­ I 1, .... it&�,­ -tt _,--. .... .... - - J . � ­ " ", . . a r t : . / ; ; . . I � . / � 0- . i : . . / . . , . / . I ; � 11 0- A, . s I / ... 31 I � I ,� ,,! I . '0 I I ; __1 ­ i, 4 / ­1 , I : V, I . � I --- - . ___� I i . ,--. - __ . .. I . .... . . . ....... � . ; . ;! 1___1_11_1__11__­'�_,_­,_,F 7 ... I F . I I . "',_ 11. �`­_l I __T_ T -.11111 ­;;QA*­' I . . � : : i . ." . I 11 i I . I I . ,,, . . I . . : . ; . 1 ! . a _ - ­ . . t-= -,-*-- . I (D � ___� . . . - __ .! / ­ � % A _______ _ _ __ _ - - , "I ... __/' vv(t 11) KEY NOTES: (DESIGNATED By - LUL . 'i I . * ._F_Tj � "I ___ I . r1l r.." �.,� .- _._____­'1. Q-1. -11. I F_ � , .1, . : 7 � I ; ; , i . - I ; �!;+. -;­ ; '..., -1 - - _ ­ 1 IN=, ; � �r '. ­ __ -, '>i___.__ ----..-" - I - , ! , , cyt)- I - I 10;�� I .fn, I I (-!-T',O I :� '. .1 i - ..'; '71 - �)i o(' . .1 .� M .r, __.- - ........ ___.___ -----il A ^ 1. .... I _ -_ I I . F) ��­,L­* I � ........... ___ � r- i � ; _� L_ 3 i . i .. ", RA A r"f`1172 Cf'%^0 - 1. JUNCTION BOX FOR TELECOM CONNECTION TO MODULAR FURNITURE. STUB VC I . � � 1 rt`� :: , 4 , " � ! ; I_', : . / i i i --::�- ­ I 1� I . - ,_: , . 'i .. . --- 1. I k .. . 1, I I a ;: .,- I" . , I I . . I ; �4x-2 ; , I I - I I . . . . I ", __.____..___..._....._, . a . I . � , , . . I �z.-,�� . i jii__ "-I' "I", ;- . . . i I z I rr" . ; . , 1 -.7 '-.�::--qL/11 I i . ; .. : IN $ �, 1 . . I , t r i : I :1 . �13 - "D.., "' " 'i 'i . I _. : . i ( , � . I � q I I . ;. __ le, ."_Z_7!. 105 r . . __ .1. I . . � ­ ;. - - ... � - : s * ���� . . . . . . . . . .... "' . .... . : a "_X� ix�) I 0 1 2 1 1 1 7_­­_.,�- . . ­_4 Q- - 2 _;t , I ; , ; ,- _ ___ _� ,,, � � _...... -- 11 , - 6 "I : / 23 . I 24je,�- ­_ � 107 109 ­ �l _____ � � -- 1� . - - I . . I .. ­_ . __ �, "I �, - ---. [__ -11 ___,_ - C" ­­ AS$ � V. ;,:i, 5.7 t , '�' �' IATL , , ­1 t'. iA . . , ,," '. � ", "_ , _ r` "I . t ... , 01., 11 ,_ r wlaow I :f- .. - - . , - I , . .1 " :_''t� ;, Fri. PF4 . . i 111-1w I R1:s,,RcLC;_;N-:E1� I ;:; , . . : . X_ , ;:: - ­I � , ; , . : 11 1 ; : . 0 - CLEAR i i : : -, -- : : Ez�* ; .V, DIZED . /// . I ANO ; : . WIREMOLD ! i . RDINATE EXACT LOCATION WITH MANUFACTURER PRIOR TO ROUGH -IN. ASSOCIATES _` / I r, - - t 4 � 11 .. - - ,�: ; I I r , ; I "I, f��: 11 , , ?�, �� ; : r., I �- I ­J . , - I - �, I .1. I ..f . - I , , - . -11� __-­-­. i I .; . . . . I - �- �i ot, . � . I I I . I SB241 f,i� . . 1. j! ,.�� I I . .... -....-. i ; � -- , . : I , R^ - i . . : J i I - . I A, 1� ... L. ... .1 _1 ... I - I , � 11 1� : i ­'t . 1, , _. : L , s.--__1f4J _­­­ ,_­.... ­.... ... . ...... . ... � ..... - ..... .... � �4: I— �;,-G,3, ---- .. ­.....1 L ... . ..... .... .. ..... - -.-,- -...I - i - -:a,., A , I � �� :: ,� ". . . ;:1 � ., � : � " �, . .. A ; � ) I I . . 0 . ! : 0 . . . ; I ; * I 2. JUNCTION BOXES LOCATED ABOVE CEILING ARE FOR MODULAR FURNITURE ARCHITECTS . I . ; - , . ­ ...... ... .... - ............... .,- , . " . .- � : �[ i !2; � 11 I � : , : I , . . ii E .. ... � , I ,q � A il _- 1 i I � �., . ; � . s ; ; . -1 I . : : � ! � �,.7 �!2ti 1 ; �� 1.4 .... 11 .... ......... .......... ... I .... .-I I : . . , I I � .. ­ I 11 � 11t " . - E 11 I, -----.. ---... L ;;; ill L-7- ---'--L . r - - , : t, ! * . : !! I I I_- " .... D ..... . ...... igk� .... I- ,-*-- - -- ........ I :t ­)m f -.1 �il! 1 , " - " .? ! M I .:� �. 4 - .1 F '� ", IVS 11�;, - , 1- _11 . ,; : I '��I_ I . ....... ... ........ "U.. . . . -,..:.. I I .................... . ............... - 4; _ .i ..... ..... -�,i.gi ....... :::=::: . ......... .,q ....... F. ... .. ... V., ....... ....... - ......... . 14 ....... . . -_ - - -, - ..... - - - $ Z i lk=_ - __,_,�_­., �N' !.�,.i� 0 ::. - , j ,'._'v_. 18,20 . . - _.. I - ��4-,' " wit - �11 �7 - - ,7;; - -_ - " � , . .L ��, , ... t �;f 1<_,;� I - - I 11 ­ ,-, a� ­ tt R", 2 ; 11 i I 11- . � S��- ­. - �-,:r -, n - - , I i (�` �� I ii�, ;�' [::, _ 1- -1 S�-, ..i, 11, : ,,, �, =� �� , " ! ­ � � . _ . - I 'W'' . 11 1. ,­4,=--_ 2 . , . I 1 F I I " �� ,.I . I I w 44 1-i � ­ . . ; a ,I*, . ��L ; - ...... .......... -1 ... I ...... . . -.., , i - - ­­ . ..... ............ : z * . , : : _,,A i 0 ,\ 0 : � POWER POLES. POLES SHALL BE FURNISHED BY MODULAR FURNITURE MANUFACTURER. ELECTRICAL CONTRACTOR SHALL MAKE CONNECTION TO MODULAR FURNITURE. ROUTE 2#12 PHASE, 1#12 NEUTRAL, 1#12 . . ­ __­ : . 4 __1 _.- --- - _­ - : 7 ; , � . . : : --­',� �,- __ 6 ­ �, ; N i � -, : . . .. � . S k _,'�.,- . : 1 . ii.., 1 ....................... !�aj . i 11 . : _III i I i . I � - a �,Vl - I : I 1'� 01 !_ i it �J, i t - I , E-11-ING � I � "If- -.i:,w-J 5(,)��?, i i:; ��., PI . . " . . � -, " . . , ,;, iii��' *::� ................. LE , I � -1-1 ­ - m - ** . -1 - ­ .... .. L . ­ ­ ". -----,, ��, �� , - I � - I%. c .4. . Ili . . . . . 4�' t :C _1 n, - - , " , - 7 -, - . : ­ . - - - .....- . - - -%., a 11 1 ws , x4 . _2 �4� SI:; - , 14 - . - . I ,* , 0 � .4. . � .� i L o �____.�; 11 It- ; -1, : . . i :,11 i . . f;�,-,vT­i .... z ....1 16- ,,, ; 11"ti,= [. --�,�,�&P,,.. f`,­ --v-t . . . i . ­ . I M . ;, ; i ,�, i i, I ... � - 'I, , , I #��_ 11 ,� 1 ! : : ri I- z \ : i -_ * : : ' I I i i � 32 - - i : , GROUND TO CIRCUITS INDICATED. a -:01 . . ; )""i I VILPIJX679�. . . . - ; I `__ - - --i I . ,�:::�,'/ � I a -------- , � . ..... ! , � . 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SEE MOUNTING DETAIL 2/E -302. aces erry oa Bui Ing wo, uite 1400 Atlanta, Georgia 30339 : . "I ,,, 1 , i . ; i ,;,;U-- , .", , : , / ': [ i : , I __,�f.�7�� � : I I I I i , �_, i , , I ;--t.11, !j ,c, -� i, '::. i i WiLwOW : ". I U If-, . ; �� I : . : : I , .., � � k : I i __ - �0 106 - L, I -1, Eltis [_;�_ d I r ...... _ -� k 5- -, --­_ 17 7, .. - __ ___ ... 108 -�!,j � . .- .1. it ., r fl, _ 11-1 I -1 - I f ,_ _P I WILTOW 1 �, , )&,aww . �F?,G;.-fl I : . ii" i I . i - � - ; � 1 � ; I 1 . I , I I . � ­ J . ; . ; q . . ; V . . ; 4. 2-.GANG OUTLET BOX WITH FOR AUDIO SYSTEM 18" AFF. EXTEND (2) 1 1/2" EMPTY T 770.432.9400 F 770.432.9934 . a i . u �,/ "I ! ! � I % ') I ,,, ; . . // i I I : . . ...... [F..- I h'� ;�,,,, � .77� . . . - . . . . . i)i L) i f I - .I- - �_ - - -1: - - I 1 1 - I � . 1, I I `­ . � . ____ -------- . . CONDUIT TO 6" ABOVE ACCESSIBLE CEILING AND TERMINATE WITH NYLON I .,,2: - i . . I ....... . . I ............................. . ... .... . ...... w :,.: 6. - itl . I I I . : % �'r � , I "', .. i - : � . 1 1 , : U ...­ , L.. - lti� N3 __ ­­- i �� I -22,_ t--' : r 0 . . -x. - ill", ::, '..." ............ 1 �­ ; . . . - = : - - � o ... i= .... !!4Jf.._.`­.=4 �.g ......... =U.-... ....... . . ....... ..... -..:: . ..... U..­ -, I � I 4 J�" . .. .. . .... F - ­ __ .. , 11!t! : f .... '.­­ , i 1. ; , ....... � ..... I .... . ...... __.. . ... .. � ...... . . ........... . ..... . ................ . - I .1 I : Q1 ____2� . . . . ............ �..._ - I .i ; ­ J . . i , : T tJtJ , . , - - ... .......... �`-" ... ::: .... T : 2 .2 _ 4 . ... F -Ri a ", . , . __ ­ . . . . . ......... � ___j i I I OVILY 5,0.' I 'i : I I i -Sq i ,ti 1-t - , 1� . I I ; , 5�1, i i I 1: I . : : I I I - i :. , 11 ..... -, i i ........ . ­­ -,; . i:;, . . i 1'1i,� I � . . iN 1 THROAT BUSHING. COORDINATE EXACT BOX AND COVERPLATE REQUIREMENTS ! . � . . - : i : V`�',__,= � ti_,� : . : ��� , 1. =='; , - ;' .". 1�1 - .1 -iiz-�,E :" i � - : h .1 I _r i il I .�� .- ; , -1 __1 . , .... i �:11 - � � _xtr- . , - a. - . , - .- . .. c- . . . - � ,� ..... - gi [i ,':� - 11� I . W ­ . ,��' . _. ::j ixfj. . - .... - : : : - . . F[­ . , , ; , 0 ,:1 , , . : .. .1 �:� 7 " 11 I : ," . - it 11 - . " - � �it I.- .-� 1 �. i-Efi " t;: �3 - I 11 C - . ri 9.4,11- - _ , _. , �r-+4'5i:i�,��-r ;r, �! - N "�� , , ;;_ �;? 4'� M '.... - . . - , �� ; - i " �;��, . bi i:�. 1� 1;-, - I :�� ;, , - , _�' _. : ; 'Iz�1_11 , I . : - 4..i� :." - . '��, " . I . . I 11 1; _____ --*--- - - - . . . . : . . . . I . i 4 i WITH TENANT PRIOR TO ROUGH -IN. 70AIIIIIIIIIIIIIIIIIIII7 I . I . . . f ...... i I . ; ; . w I : . �; % ; I . : r ; M . U . . : : z : I ': 1 ........ �__ ..... ........ .... :: ..... . �...� _.r. t: I ...... ::.. ... . . ..... . . . . .. :=:M ...... � . __ 11 - � ........... . . . . . . . . . . ........ I - , .. 11 ­ --�, - ". I , i I . . . . . 11 ': , 11 � I .. ................... I 1 103 I I �"A . . . ..... - . ­ _ _.., . ! -_-.1 . 1_�, - .: . X - .r �_ ,.,, 1 (_ �, - . - : " xp . 11 " - .-I . _ 1. 11.1. " - . � ; . :,;... c . --il E It I 11;��­..J .. :1 ... . . i, . . '! ............ . I .... ...; - , , '' �­ ____�:;, c. i . -, 9.1"C', ­ _. � " ., : - . ; -1: ..; ",I ... 2 ....., ... I .. ; i . I . -11 - , , , T_ - ...: I t r : - . : . _1; ff�Fi .: . () ng - . .11 I -�_ , ; .1 :� . , 'it. : I . - I iv. 211. -1 I M_ _ - - f M ­­­- ­­ �� vi - ­ . , ".:1 - I _L -1 __ _�_ w- . � . I *9�;109 "' x �." lt I � .1- , , ; ,:�� c� c" - W -1. . j I I.Ixt,; __­ ,.; _; - , - -xrt g '_ _X . I 10C 9i::1,1�." cuig I, 1;.. 0.1 ,:i�9C)"OL." 1,1.1.9�' f�G D�11 c_g�xli�., '� I 1 , r- , r- 11 SB2-28 ; 4 : w 1i -.1-11 I i � : , _. . : - : : � f.l.; w i i . .,��. 1 : 2 .- 11 ; : : � : �,.R; f; ; . : ; : 5" , ,,, j", , I . ; : - I : . 4 .... I i : : . i : I M : ; . . : : v4 . I ; I ; : M . 1 i . : : : I . I : . . i 4 I i 5. PROVIDE FLUSH -IN -FLOOR BOX, FSR MODEL #FL50OP-6" WITH - P FI_-500P-PLP­CLY-C COVERPLATE AND DEVICES SHOWN. ROUTE (1) 3/4"C. ER 1") D3/4-C. 1 A AND (2) 1 1/2"C. TO NEAREST WALL AND STUB UP TO 6" ABOVE %% %%%IIIIIIIIt11J, : : : . . . . i w . ; ; . . I ; w i ; ; . . . . . . �� � - -.1 �', 1 r7l.. PVM i r1l - ,�4�w(,-A. r'l S132-2 � . : . I � �. � 1: ?; - 11. I I 7� �: .;: t 1�.. t�. i , .ii. I : I : � ­.- I I -1 - I I � " I , 1 I : : 1 : ; : _LJ.-J i - 4 I ... . ... ------ : "' - . 4 ... I ......... . ........... I . .... I . . . . . .... ........................ i "-..-..-. 4 , - � ; A . ACCESSIBLE CEILING, TERMINATE WITH NYLON THROAT BUSHING. "', / - ,,, . of C 04""', , 0. ls:� .......... ri N , , * ... ;� -w, , ..; , " '�. " � _� �p R ?.. . 'i;, .. . . : . . . . E : . . . . . : . . I Na, .�. ; . . I 1 . . i r . . . , �f� � 1 i J� U � : I ": 1.,i� ! ­: .. ...... ........ � .... w- - :�. ;.�i� ........... 1...-.___!!�:_-_�� ........ . . � . - , � __ !!�M i 0 Z11xv? : ; I) v, i I i ! I I SB2-,3 24 i \ � 27 ­_ ; _,�, I I . ; � ;­ . . � . . . ­ . . . I . 1 I �, i . ; . 11 I i i . . . : . . ; . r . . ; . � I 6. COMMAND CENTER RECEPTACLE/TELECOMM OUTLETS SHALL BE INSTALLED IN WORKSTATION TABLE SHELVING. SEE DETAIL 13/E-302 FOR ADDITIONAL � � .1 .. - � ,& ,Zr 4, , - . � *1 * _4� . * ;."*. - _. z : i I % . z * : = = : - = - . . . . . .. : .. : ___­11 : . % . : : I . . . : I . . . : I a z . . I . : : . . . _ _., : � ,., . 11 , :, ; L i % _:_ it . : . . '_'� ­":­__ � t . , 4 , ; - .. .. ... ` - _'_ W_` . : ; . w ��­_`:�' '1�71,C_,"IN-,"U VO4: � V1.1 �4)vly i 0 I - 1 �, ; � ;�� - - i _ I -I.,- i r. I - 4� ., `=� I h . I H . ; I C, : .. : : i �' F_ I.- � I . . ..... I ..... F� - - ; i ! I - . . I - . � J . ­ ____ -"- .- 1111111111111111111111111111E _­_1­1­1_____­­_____1__ � I I ., . '7�, -1 . . . . . :I - I . . . . . . . I . . . I INFORMATION. 7. PROVIDE 4" X 4" OUTLET BOX FOR AV DEVICE BY OTHERS. EXTEND 3/4"C. TO 6" p � � I = _.: I z: . . I - I - .. c), . . I 1. �-�,�.436 . Z-1 I- .. - ... I- ,-, e,',-. �CrNso -.** . t : . �1­ . . . i : . i : I . . : ; : : imim.'ToN -7-1 �1-011'V7014\. Q offir t - L. = r i I . . ..... ; t" 'u 6-i"FOS", " , �__.'::`_-_-,�� �_�? I . � 11: i I - a .. . - I . - i _­ . . .... .......... I . . .. .. .. . . -A ABOVE ACCESSIBLE CEILING AND TERMINATE WITH NYLON BUSHING. PROVIDE 1/" 4�, * ........ -* ... - X /",;,, /ONA C " " : : . i , STC�� FIRCI�'� . ; r . I I . : . i � . � z : : . i, I i I : �L 36 - " 1 I . . . . 1/// . : � . : . . . A . ; 1�1\__... . ...... . ��__..._ % ,k__ . . . . . . . _ . a . . . ..- . r� . . z I . . . 01 : ,11 t% !" . : I .................. . 4 .. . .............. ­­... . ; . . , I . ; ,. zi . : ­­­., ii -1,�Vll 11 . . ii . , .t / . . .. : % . .� 11, . : . . t ir . : . . . % : : r"T, i1j, . . ;14 t . ;� : '4; 11; . i I - ----- - - 11 " .1 : ; - 104 ; i �9 ­ ^4,Wl I ; _­ -_ it, , � r .. . ......... . . � - _" 11 I I ; �� i I .1 .1 . ;'­ -A r i � I i / / / - . . . . . ; ; . . z ; . SINGLE GANG MUD RING. 8. PROVIDE FLEXIBLE CONNECTIONS FROM WALL BOXES TO DEVICES MOUNTED IN 1111111111111 .1p I . . . . . . 11 I ; !i(. ..� . . � ­? I . . I -/' 4-1- . ; : . - ! . . . : . J- (4 � . . - . -� ��`*l . : a . . ; 1 W� I . ; .:*I .P - - 61 : : . ixuj I il It - . . . .. : .. . � . I . z : . : 1. I &1&,, . . I - , I i i '�Iw 1i i 3�63 I. lz ; . i � ......... x L7, .. . ..... _; ... � - i . . .;F-;;��­-, ­ -,f . . . ; ... ;�� . . . I I �� - ^­­ - ­�;�­­ ... ..... . .. . ...... v;:-­t�, - - ��Z:v I.; I i ( WiL�`W' I . I - ! - I I , , .: 11 .11 -1. � I � �.� it! ;f -­ "I 22 1� 7111 I ; t I - __ .f 111. - �ji t. . � t '... ::::::.4.tiw.6,� .. +70" .................. �­::Y:�� ..... .......... ; ................. ��v I ,::-.-- SB2-27 S132­37 I-- i ___1' ­ .- -: : I ; ; ; : ; . 4 . : ii : : : f MILLWORK. COORDINATE EXACT REQUIREMENTS WITH OWNER PRIOR TO R,OUGH-IN. I I . � I . a . I 11 � . . i I I I I . . . i I 1 ! . . . . . . i i . . . . . .. pwow,00l WISWU^dd �'19)14�.,W)-d pl4GiwA1f1 Nlsvw�q rbi,, I � � I : ; . 4 . . i . �.. . I r . . : : I : L ..... .... .. .. .................................... . . ; I . . : - I . i . . ..... ........ - ............ ........ I ......... . . � : . . � " A k, - ­ ,,, : 1 z0`1t'; i q "; : '. . 70VP1 � , : 31 C> ,:ifmw ; . V 11 - : - I 7 �� - - ". w F, I _ _11 .1 - i 1.,, ; ! � _­ I -_ , I -.1 F-,-R , . . . . - . i 1 i� . .1 . .... - - _- . i ..... . .. . - ... ....... . .. ... .... - ­F ­ 7� L;P1 I I V, KV WFkA . i : p i i l . : .1 : � .! t i . : . r . . : 0 i I i : ii" . 9. PROVIDE IN -SLAB ELECTRICAL RACEWAY, 101 X 8"W X 4"D, SET 2" BELOW TOP OF : ; ; , . . : : - , . . : : \_ 1 P,-: " . . . . '� ­�- _:�I fk�.--4.-, 1k-_­.-.---, I , . ; . fkl:�__/li U % . - - . . I . 11 __ .- � ... .... . . I ; i . . . : . . I : . . . . I . . . . : ; . . r : . . . :; ; ; . z . . i i I . . ; : ; it � t f : . I ; 11x . : 1. ", . i � .� __ , SB 19 i -9 : 0 50 i . I __1 � : 11 . ...... . . ..... -;:..-.. . ............. � ............. l.. ". � : I I I , I ­��PII . ; 0 zi � 11 I I I I 11 v ­­­1 ... ..... . ...................... ..__.1..1.....1. .­ � - I - I 7- � ....................... ... . ­ - I . _­, . __ � , - ,v .. . . .............. .... .... ... ­­M . ...... ............ � _i_ � . .. ......... .. 1111-.1- ...... 1- - ­­­­­,., ... ... __ ... .. . . 11.1--l".."'.., I., I- � 11 .... 111.11 1.111.111. ­­­ I., .. ....... 11 ... "I ... ­­­ .... I .... : " � _'. , " - ........... . ........ � ... . ... __ ..... � .... . _ ... _. ., _ . " _ - - ,.". ___ . ..... � ........... _ .... � ... ... _ ... __ _._ . . .... ........ - ... - _. ____ � ..... __ .. .... _.____________.._____, - - ___ ; 1 I . � I . ! ............... ::� ........................... . , . I � ...... f I.. . : R!5� F i ! : i q : i ; 1 ... : r : : � ; : : : i : I : . . . : I : ; : � -...= 1--ri . - : H : : i 1, : : . . I 1! i _. : . � , � ; : !. . : � : � !! : i : . . i . ? ... . ....... . ..... . . il . . 11 - - - , , ­­­­ ­­ -- . . . .. .. ..................... .. i . .. : . : . ; . ; . 11 I f 1 117 . i � ; i 11 i FINISHED CONCRETE SLAB. EXTEND (2) 3/4" EMPTY CONDUITS FROM RACEWAY, UP ADJACENT WALL TO 6"ABOVE AN ACCESSIBLE CEILING AND TERMINATE WITH NYLON BUSHINGS. COORDINATE FINAL LOCATION WITH TENANT PRIOR TO . I : r . . : i ; . I r 11 . : : . . i : . . t : . - ===:�_ - � I i i ; ,'� i i * : . a - p : I 1 = I i , .; � !I . i : � " i ; . ...... I . : .. ..... .. .. . ...... . 1i ; . it : I . i . . POURING SLAB. . ! t . . t . . . : : . . : _ . : . : ­­­­ . : . , . I ; . . . � : ; . . I . %'I . . � . . a � � __ i��i- - t­-, I - . � . ... . ... .... 1--.K% - ­, . -7 __ � : � , � � ; �.�� - I 'i'�� 1 M 1\ : , ..., - � icl I ill , , - T �__, t;;. i I \ \ I I ­. : . r I - ------- , z . ig i � I . _:::� 1 ,� I . i . L ! � i 1. ��T - 2 : !.R ....'r� ..... . . I'll i . i � `­ - - _­1 I : I ; ; i.: � i � t,.! ". 1i I 1 i: I .1 : : � it T 1!�-' . . . . : .1 : : i�l . . i . . i, . , . . : it : . . . t 1; . : . i i . I : r I . , ; : . . It! : . .. 1 0. PROVIDE (6) 3"C. ROUTED TO WAREHOUSE & (1) 2"C. TO ROOF FOR 4G. (1) 2"C. FOR PAGING TO WAREHOUSE AND (1) 2" SPARE TO WAREHOUSE. STUB BELOW Jordan & Skala . . � t � . . � . . . I a a . . : . . . i . : . . . . . S . i , , % I 1, I ­ ` i I 11 i : ­j � / �1 i ..... � / liz --il-, I :=�� 1". � i \ I 'I, - 1, � ...... . _u=_1 . � I I I . ; : ....... � ...... . . ... . .......... . ...... � ............. i : I r � : , " -1. : t � : �!14! ,_=:� : : I i i t : ,: � s i 1-1 . ! I : . - 1 � . . . ; t ! i t . ; ; . ; Fill . I . . L CEILING INTO MDF ROOM WITH BUSHING. SEE DETAIL I/E-303 FOR FURTHER Engineers .. : : ; ­ i � . . : ; ; . . : . I I � . I . . . I : I . . .1. I � . . . . . .. : . . . . . . . . . I . � ­­­-.11 ... ............................ . ... . . .i . a ­­1 . � ... i I . i . I ; / a . . 'T I ; . . I . 113 . . 11 . - I a �D; '_ . . I . � 501E � _... - i " i . "I tt__:__...._-' � ! I � t j NO` . I I I . � i ; : 11 . : � I t . : : : . : . . ) : � 1, '�..----.--------.-,---,---,�-�-----.-,-.-� ____v__ _­_1_­_____________,__, -1 --- ­­­­ ____ ------- ; . . ill . i i ; . ; ,:: . . 4.71 . . " 7" . . , IT . :' L111 lL___-____________. __ _ - 1 . � ; __,.____________ I . INFORMATION. 1 1. GROUND BUS FOR IT EQUIPMENT MOUNTED 92" AFF. BOND TO PANEL CRI 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 7 p. 70.447.5547 . f. 770.448.0262 . . i . . i I I � ....... ........'! . . . . . � : :1: ! p . . . I ! . . . . i . . ! . . ! ;T . .. . ..... .. : ; . . i - . .r : : . . i . : . . i . :: : . . . : i i i . . q i . .; : . . . ; : . ; :; : i - - SB2-29 3f' �, - - I �� i- ! . , - i ; ;"-: i - � !11 .�F_ . I I 3: ili x., I "I , ; !11 T, I I ; 1 I I I [ ... I I I � . ,� I . , * I , . 1 -�4 � '. I I � . I : h '_,��, - I ;.: ,.1 I 1, :,r�,!..V, r! I : .. � -I .. 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I ............. d : 7- _' ; I q , i : i REFER TO DETAIL ; ..... __1 - �_� ..... I - � . - . i J J 1i; 1- I I , I 1 : � � ­ .. - , 5/E-304 FOR I �� ill i is -,- I 1: 50: . , REQUIREMENTS - :Z;�:;M i i ­1 ( '(011.11 Q. ; I . ___, im.1:11, -_ __ PI.-M! , . . . ; . - . . " , ­w : "O 1. h tzff� i a .: I . i . :: :: . ;.. : L I I I . � �_= ___ iii; � . iiiiiiii; L I �_l I SB2-46 , - z4w : " i . . . I E f . , I . � _,." ­­,"', z6lltti`�.K. .... � . 1 A,- __ ; I I 9 i - 9 __ .... - "' it'-- . --r .--- ,- � . I I_— - ; 4- 3c i ; I , .1 1:1: - - - I ,��l !r . i . i . :1 . . . . ;� ................................. .. . .................. - ........... I ............. . ...... _­ ...... � ...................... . ...... � ... .............. ....... ..... I ............ t .................................... 1i . . : . i . : i . : t I—— i i� I I . t . . i� . Ili i I . ............ I .................. . ......... ­.1 ... � ............... ............ I . . . ............. .......................... � .......................... . I .... I .... ...... I .... . ........................ � ... I ......... . ...................................... . . . f . . . I I . . . I ELECTRICAL REQUIREMENTS WITH ACCESS CONTROL INSTALLER AND GENERAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO DETAIL 7/E-304 FOR ADDITIONAL NUMBER DATE DESCRIPTION 06/10/19 07/10/19 30% REVIEW SET 50% REVIEW SET . : . w : . . i : . : __ __] : : . _-, :: L ! . " � . i - L : . ;1 : : , ,4 .... . .t . I , , . : ; . z . / . .; : i ; .1 _j dili.: , - ; _! .',� . I - , - .'��99;7o' - - ... t.." " , ...- I ........... . - _.. .. A, ........ _ _--ye-- - 1 t . : ­j;% I � - , . _. I - ............. , 1 ___ 4 - _� ..... ..... . ........... : : t ..... . i .1 . . .. ............ . ............ . ...... IR ........... ft­ I i _i, , .... . ­... I - . - CHIME . ..... .- - - . ­­ � lifl . - 44 -...--. 0� 1, -rv-�'� . . 1, 1) * ­ n." - � it .1p 41�7 ::: .1 . 1'. 74 . I ..[, J I I .. : I '. . �, nm�T , 7�-ir ::: i .!"'A .1 s 1, . v - i � i, I I �'.. :: I t 1. 6 U. . � ... BUTTONS 11 , . .. , 1. .. ... ,,�',%�' � , q . .1'.� .� .�_, I ' I ; . . I - i . . W ; 0 i I I . . . . . : -C , J, 1� : . i . . I .... . . ........ . ..... . ; if I . I I . . . . � . I . I / REQUIREMENTS. 07/24/19 PRICING SET / PROGRESS SET . . i . . . i 11 11 . . i i: . I I i . I � . : : : ! . z : I Y"'. I .: : 301� dil 6' F-3 i I -1i , S,i � i , //,/' - T � .1 _ . .......... I I .11 ii f, ,,ti�-. . , K 11 'R 0, . 1. r " t ... H zk._ - - - ­­ . 11 � " r , 1;.; . ...... . . .� � 0 __\ ""Ir.1-1, , --.-.. 11,_­­ . I I I � . . � t . ; . .� . i i . ( it . . 11 : . T it � . � . 14. POWER FOR EAS SECURITY HARDWARE ABOVE CEILING. VERIFY 08/15/19 95% REVIEW SET p ......... % . ;: I ,z .. ........... .... __; i I I 1_1 I . . . . I - . ; __; 1 : . i i . . . 1. . i . 11 ; . . . , : . I " � I I I ! . / . i . I . T____ ------- i . ",_ . i . -...-.,,,' . . I i i ; . / . i - ----- . I I � A A tm` I I I t) ft-11 S132-33,35 , ,� ­1 _.- , ­ I I � � , . ­� -I I . V� - ; ... !, � :. � :':;.__� ... ; I I �_ - I_- I'll I IF; . . . ..... vt" - .1 _,__n___/ __ � Off , U .... - . ­._ ...... : . 11--, -n,-,- I 4�25) . . _ I . I . � . I ­� ....... ­ I I . . 1111i=D. � . i , 7� I . . i 1 i - , I i�; t - 't . '' . . ". . I I ... I- _-­' t .- I :� I I " -, .... . .. - ----,n . I I I �'. 11; 1 L_,!� : a i . . 4 i . I � . --- w . .- i ` I ; � ______ ; . I i; - - - - _. _ . : *' ............. ; ......... ... ...... 1. , ""' . : ­ - - __ I- __ " , ; ; ­ . . . : ! ; I . r ­ ; . ; I . ;­ : . ; . ! ` I . . ; : �'�? I . . ; . . i . it � I Lu I . . . . . ,- - - ,- _ _. _ - - _ - __ - _- - - - - __ _.. - - . I.- -_ - - - -_ -_ - . . a . ; . i . . . . . . . . I . . . . . FINAL LOCATION AND REQUIREMENTS WITH SECURITY INSTALLER PRIOR TO ROUGH -IN. 1 in/nnmq .-,--. .- 02/07/20 02/26/20 PF=PhAIT.',P . _. _.... _ ISSUED FOR CONSTRUCTION CHANGE BULLETIN #1 . I ! . . ! . i : . . . i.. . . i . . : . . . 4 t J < i .. ...... - .... �. ..... ­... - __ ___ __ _ __ � . � . ��, . I . __ I I ____? i I i ;1 , � �:: I . " i LJ I . I I r I I ; I . : I ; 7 . . . 7 I I . - � . . . . I . . . . . I I . 15. PROVIDE PLUGMOLD AS SHOWN IN RF SCANNER PLUGMOLD DETAIL ON SHEET -.1.1 . . .... I - ... .. ...... . . ; i . , ; . t ! ! �. I .. r. I ; . �,,.:_` ; : . . ; . 1i . I I ; : I I . ; I . , ; i it . : - . . I t ; . I . 1\ 0 Q I . I : I : I i I . I 1 � I � 1 \ T I I I I - i .1 ........ ........ ..... . S132-26 I ?txl- 1 . , I i � � . - I - � - . �L � J----- -- , ---"------ .......... I ....... � -..-t---- ­­ . : . . ; . . . . . . i . , , i . . . "' ; . .I. ; " . .1 ; ... . a . . --------4-­­--- ----- , . . i I t i . . i . i i . i . I i U I a 61-301. 16. PROVIDE (2) 48" SECTIONS OF PLUGMOLD WITH DUPLEX RECEPTACLES 9" ON 1i a � i I : . � �: . ; .. . � ..... I .... ... I ... ........ .. I ..... . - .... � ......... . . I . � i I I \ I ; I I t_ I . ; . . _. 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I ... .1, .... t - � . .... .......... . . ..... I ............. ­­ I., EILIN I I CEILING -/ POWER ABOVE C G, / � I 48" AFF AND JBOX FOR CARD READER 48" AFF. COORD. -'EXACT LOCATION AND ELECTRICAL REQUIREMENTS 1 I . : . . . . . . . i : . . . I I 1 : : . . ; --- � - - ­ - - -_ - _. - -, -_ -_ --- 18. PROVIDE (2)3" & (1)1" EMPTY CONDUITS, EXTEND CONDUITS FROM 12" ABOVE i 4 '- i J .ABOVE REFER TO DETAIL 8E-304 11 I iWITH ACCESS CONTROL INSTALLER AND GC PRIOR TO : : - - .. .... - .. .. .. ... -1--.1- ... ­.­ ....... : ............. - .. ....... . .... ; .... ... ­ I ....... ....... . I ..... � .......... � ............... � ...... i . 1 : : t . : ACCESSIBLE CEILING TO ROOF JOIST STRUCTURE ABOVE WITH LARGE SWEE P, � i ! : i : , e I IROUGH-IN. REFER TO DETAIL 8/E-304. � : I I � . . . . � : . � . i : : . . ROUTE CONDUITS ALONG STRUCTURE TO A MINIMUM OF 10'BEYOND GUARD I PROJECT INFORMATION ! _,�, : I I : .- . : ES-302 _== . . I : -, � : � I � � . . �tl�ol . i i - 20 3 I . ; . . ; I . . �', : ; i t . -.11 i . . RAIL OR STRUCTURE BELOW. TERMINATE CONDUITS AT EACH END WITH NYLON . I . i . . : I � ! ; !. REFE . � . . . I � 5/E-304 FOR � 0 ,__-j;--, . I i . . ! � i , S132­48 : . : t ; : . z . . � I GENERATOR ANNUNCIATOR PANEL . . . � . . ; I I . : . . : . : I . ; . ; I . . 4 I . . . : . BUSHINGS. 19. PROVIDE 30/2/1 DISCONNECT SWITCH FOR CONNECTION TO 1/2 HP MOTORIZED . ; 11� . I REQUIREMENTS � I I . : : . I � I- - - ____t _____ -_­ - - . ­ I . . . : : . : . � � . � I . : i ; I / i I q 1 1 L....__.........____.1 . ............ r­r­l 14 . I : � . : ; ; : . ; : . . . . : . ; . I . i DOOR. ROUTE 2#10,1#10G-3/4"C. (U.N.O.) TO CIRCUIT INDICATED. CONFIRM EXACT LOCATION AND ELECTRICAL CHARACTERISTICS WITH ACTUAL BUILT -TO -SUIT FOR ! i . . I . t . . . i i. . ! . i � I I I � I ; ! I i 1. ! i . .... ___ � . z . I'l ____ ___ ! ! I - - ; __ S132­59 `"*"� _(�) . . i . t . . SB2-50 J . . ; - - - : : i : ... FIRE ALARM ANNUNCIATOR PANEL (BY OTHERS) . . . . ; . . t . I . . . : I . i . . . ; : : . . � r : . . . . . I . EQUIPMENT PROVIDED. : . . . . . ) . . � I ��_ ____ __�_, ____ ____ . I ... ...... ........ .. ...... I- .- ..... . ........... ­ I ; . . . - . I W . . . ___ - �. . . . . .i -..--.�---.--.------..--..--..--.-.---...-.---.--- . ........................ . ..... ---.. . ..... - . � i L_:= - i . F��l I I ­­ � 11 I . . . � _T__ I . . N I T__ J F � 0 A i Z� �20. IROVIDE (1) 3/4"C SLEEVES THROUGH WALL VELOW SOFFIT AT SPECIFIED � . I I I I a j I � __J : _11IIIIIIIIIIIIII � iI i - : .1 .. - 1. NEW,- : I 1911,111111 01 �� 1 ____� I . . � � . � . �� , 11 I I � - , . � -11, % �, I I ! ... f,� , _ � . . i ./ � I . ., , ") �,,�"iz - - -...-.. -.-.- __... !i . - , I i : 9 . � : ; i i ; i I I: i I ; : : : ! : . I i , I , - ! _.. I.. . , . ........ . ... � . ...... I .. ..... I ... I - 1- .... I'll., ............... � ...... I I I! - f i 2 ,; . : : ; i 1 i \ ''� ,� , , i . . � i 1! 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I ............ ........... . _._ ........ � ... . ..... . ,2 . _141 , :� I I . , . ��:, REFER TO DETAIL 3/E -304 FOR i .. ........ � ................ .... I ....... I ..... � ..... � .... ....... � ................. ......................... i . . . .. . .. . .. ...... .... . . ... . ...... ....... . . . I . : 1-1 ! i . . . . ?? ; . I . . 21. RECEPTACLES FOR PAINT MIXING. COORDINATE FINAL LOCATIONS WITH TENANT PRIOR TO ROUGH -IN. ROAD . . _�/ - . i . ­ ... - . . i I 1 I ; i I . I .� i. I I . , � ­__ ____,_ __ ___,__,_________,____ ,. _____..._._.__. . : - `�_ zi ...­11-1. ___ - . ;;T � 11 . , , , 1. , ` �' . ...... __T;� . . : I ..., . , " ill 9 , ; 11 I . . . . . . . lu . . I . . w . . . I � . . . : 1! s I I I ; I I i 1; ;t Z i :; i ;1 ? i � - ..... i I - .......... I . : ; \ . . I it ; . : t � I �2 ... . i . . Z, 3 ; I fl i �E i I . 1� I IONAL REQUIREMENTS . ADDIT . 1 . . - i . I t;� i . . ! ; : f . . . . � : . . I i . . --­­.­-­------­ - :F . . . 1 . I . I . . i I . . :1 . i . . . � 1 I j . . I I ! 4 � I-------7. . . .. t j. . r . ;: .. ... i I - z .. "' i h .. .. :i . \ :, I 1U. - .. - ... .4 ­_ : . 501, I . I , , - . ": __ - ­ ; � 22 1�i : I . ..... I / : - . � . ....­­ 1- 1. - 1: . .1 �-_, " . � : �, I '1/ . ! z . : i ; I . . . . I . . : . . i . F . . k : . . : . . . ; : . . . . . . ; . . : : . . . . 1 . . : . ; : . 1 22. PROVIDE FLUSH IN -WALL BACK BOX. CHIEF MANUFACTURING MODEL PAC526F. DISTRIBUTION CENTER . . : 11! . . zI : I : . ; . I : i . . I i . - - .______ - -111 r I . - .__ __ - -.----...-- ____ -----,. F I ! ; . I . i n I I i 1 I !, __ i z � __ __ - ­ - : . - - ; � . � .. .. !�__ __ r----------t. - __ - - � _____ __ I � - ___ i _____fl ! i � I : � . . � . / : . . . / t . I . . . I . . . : I ; I . . ; . ; : I . T � ; . , . ; . : ; . .--- ______ - ----\, . __ - ___ :i - ; . I SB2-70 i . . . i I . . � -1 : . - . . gE . . : . . . I I . __ ___ ___ __-_____­______ t - __ ___ . ! . . I . . I ; . . r r . . . . i . . : . t . ! T : : t . ; i F ; . ; : . . : . . . . / ..... .. *, I : . --------- __,_; INSTALL DUPLEX RECEPTACLE IN TOP OF BACK BOX AND 1 1/2"C EMPTY CONDUIT TO 6" ABOVE ACCESSIBLE CEILING AND TERMINATE WITH NYLON THROAT BUSHINGS. CENTER BOX IN WALL 70" AFF. COORDINATE INSTALLATION WITH . ; 1. I - ...... ,,,,,�, I ,,,� , � I - I ­_ �=_ ____='__J i ! : i i : -..-....- � - , - NE . . I .,:-:. . . . . . i . . /' I . ____ . . J : J . i I . ; 4 _ i . : __ . t . . " . . I : t . - 1 - . 360 ELLINGTON ROAD . ,1� � . : , I . � � �� 1 � .. ... -, ..... ..1. . I ... . ... I . .. ... . ... . .. ,... . .. ,. . .. ,... . .. ,... . .. ,... . .. ,. . .. . .. ,. . .. ,... . .. ,... . ... . .. . .. ,... . . . ... . .. ,... . .. . .. ,. . .. . .. ,. . .. ,... . .. ,... . .. ,... . ... ... .. ... .. . . ... .. i I "�, . .. ,... i . . I .; . - �z 1*1­ , im : *11�_ . "", .:,�'_111', .......... ....... ­.... ,�_ " . i 11, i f 11 ! : ; ,­', \\\, 1 I I i I ! I -i / - ! I I i i I t I ; . . . . t, . . � . ,I I : ! ; . i : I . . . : . . I \ .1 : I . . W . . . I . . -_ ID . ---::-7 . ; =: ---:--= . . . � � i � 7 . ; . . . : : . ; . I ; . I . . . i . . w ; . ; ; ; . i . . ; . . i, : . . I ; . . . z . 23. TWO GANG OUTLET BOX 18" AFF. EXTEND 1 1/2" EMPTY CONDUIT TO 6" ABOVE ACCESSIBLE CEILING AND TERMINATE WITH NYLON THROAT BUSHING. SOUTH WINDSOR, CONNECTICUT 06074 , . ;; ��, " . . ,,,, 1 ; , I /I "�­,, i I � : ! - ` ! ! . I / I : I . ; \J_ ; . I � . . . : i / \ I . . . . F : : z : . . . I r I . . . � ,�n`..,.:.,�,,, ­,,1 -, 1 , , . . . . . , - �",�,`, I " / "�, ; i i i i .- ; I . . . . . . . � ; / t : ; . . . . ': : ______ I COORDINATE EXACT BOX AND COVERPLATE REQUIREMENTS WITH TENANT . , ".1ii--i - , , . . . - - t I . � I i ; ; . . _____ i 555 t E I io� : . . :: � i . 1 t - � : ... r- 11 I 1_ I i I .� :� . f it . : ..... �', . ; . . : i: L, I . . ! : . i i . . I i I = I . . . . . . � . � . � . : . I . w : . . . : : . I . . . : . . . . . . . 6 : . . . r - PRIOR TO ROUGH -IN. . UP ::: . U, . . . . . . . : .. - r J . . : � . - . . ­, i i ! . I - . . �,7,'� 1 1 z . , , � a , /"�,-­'\ 1 ,�'� t . . ,k\ i I " " I I . I I \ .. /� '' "', . ,/( l) i I , - , � I , % : I ! '1i 1 // ",", 1 /i 1­1 . r . I ,� " , : . . . .) . . "' , . "' : !) u... , , . . . . t ! I , , . I . : I il t, � . I �,, i .- ., )l 1 ( � ; . I I -"\ . . . 1, " I . ,,,,, . . ) , . . �i . i . ­4 - i 11 i I . . . : . 1 _­'N : . . ­ __ . . ; . . I . I \ . . . . . : I I . r . . . F : I . . t . . . ; . � i ic : . ; iw : . ; ; . : . . ; . i . . . . ; . I � S . 24. PROVIDE FLUSH IN -WALL MOUNTING BACK BOX. CHIEF MANUFACTURING MODEL PAC526F. INSTALL DUPLEX RECEPTACLE IN TOP OF BACK BOX AND (1) 1 " EMPTY It ; , . 11 . . - - : . I - i . . I -,.,/ ,f I. -I , "'..", j ,\ I . I : ,_ . :; 1 1 , ­ 11 .. , I .-- 11 ; , I . i " k 11 I \ I . , . il I ; : . . / . t, I N 11 r " . 11 . - I I I . I . I I I . I I . 1� . I 11 I . I . I ; . 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I ...... �.. ....... I ..... . . . ....... � ... .. .. ...... ......... I ... - ; : L . . : . : . . . : 4 . % . . . . . -IN. 26. COORDINATE STUB LOCATION AND ELECTRICAL CHARACTERISTICS WITH EQUIPMENT PROVIDER PRIOR TO ROUGH -IN. SCANNELL 41f ____ I .. . =, : � .. � . i .. f . I . ; .. t I , .. " ; . -1 .. I .., i I K� z=?',,t, I � . I I I �_ . . 1-1 . ., .., I i ... - - . , . "" .1; z . I . . I I � .. 11�_ . . .., . ; ; I ; . I . . . ; I / - . . il(S :� . - � I � v �,t,, z I ,. li, .. .. ... . : I . ; / � L.- __ --; 11-11..-. ................."..... .........1. : . I / i : i 1. . . I : ; t __ . . ;.: . . -I--, . ; . . z . . \ � . ; \ ... .......... ...... . . . "", ­ \ , �% : i . i . : i i : : i i i i . . t_____­._11 i I . t: . I ... 11 i � C I i � I . , ii � . : I I . . . I : . ; �t 1i . ; . (( . : . i 5, --\C ; i . . �-:t-�- 4 i . . . : i i . . . i : , t 4 i .-I'�.t.-I'//1 24 ` " - n . . . . . � . I 2 t, �i If . y I i i . .. ; 1 . � . i � - I I i I I .,�, . I I I �!ti 1 .i i . . i, ,�4; ) I . ;� J ! ; :1 i zitr. �. . . _ . __�t I'-"',,--- I L _�_/ � I \ . I :� _... 9 I I . I I 'A �/_ ,< I., I . p . -.?�. I � � ... lj� .. . ..... - � ;F, w, I - ; , _ -, . >­ .. - q1z . I � ,;,, ;tt� ""' - / . . " 9 \ I I . . p . . . . . ; a : ; . . ; ; . . : . � : : . : . . . . . ; : . . . i � ; F � . : i . : : F : : . . I _� 11`�� /`_ - 27. PROVIDE 2 GANG J-BOX AT 18" AFF. PROVIDE 1 1/4"C FROM PAC BOX TO J-BOX 1 FOR HDMI. . I i i . � : ! . � ! 1 I . i I i ; `vII-1�,", � : . I ,,�"" i I : : � 1 ; ; ; , � . JE� ii I 11 w , 4 . I. . I 7 \---.---, . i� 1 1 i , ! 7, , �, il "I, - I ! I ji :�;.. ; t . 1-14, I I . ._!. i �k-. ; , I . . t'! I . . t. I � . . \ ! . ; : il . : . ; : . . i ; il . : : . I : ; I I ;. . . . I . I I z : . ; FI I I :1 i ;!; . � :. . I : � �[` ; L q . . . 111111111011111111!1 . . . . . . . . ; . . I . I . 11 i . I 2 . . . . . ....... T� z .. i ? I : i 1� ; . .............. . ............ � . ............. -..; . i f . . ;1 . . ; i* P .1) � � �? .1� g. . I i . : a . �.,: I - I I I . . � , �::> . . .1 ) I . , , i i . . . . !: , �­ ; D, : ! . - 4/ . �', /: I . , / . ; . I ... I- ...E:­.,&., �� ... ....... .. 1� I : � . [ . .-it, - _., ,I - ... I � \,! _...4'.�,_:�Z_ ,�, I I . / �@ I I .1: I . . . . : i . . . . 9 I C� - � -, \ I ; . . I . i . L . I � i. 1 _.�Li.l"-,�L...._ . . . . . .... & 7 ..., -,! , " 7.,.: * * 1 . , , : .1 .... . ...... ... 4 ........ a . 4 I . I.. . .... i. .. ,....�. - ! . . . . .................. � ....................... . ­­ ................... � ............ N ..... ......... . .... ... . ........... . ........ ........... . ... . . - . . . I .. : . . . �!...�L.�­_­­_ I .... H-1 _.1 . ___'��.., . 4 ��'P­_-­',: : ­110 - . . : ,>,.-..IF : r . : i, : . � : ; : . . i i I I � . . . . : . . � a 9 I . . . ; ; I . k: : . . . . : . . ;- : . 1-: : I .... I ..... ... I ..... I .......... ............ . . .... . .... .................... ..... ; . . .......... ­­ ..... I ­_­­ ..... . ......... .. � ... I .... I—; . . ....... I-- ....... . ........... . 1. � .... - - . .... ... . . . . ..... - 2 � i . . . 28. PROVIDE HDMI COVERPLATE IN WIREMOLD. 29. PROVIDE FLUSH IN -WALL MOUNTING BACK BOX. CHIEF MANUFACTURING MODEL . . . . . I 1 ; , 11 I . . . : = __ ; i " / : " % : I I-; . . 7 ! 9 " , : ; - , . : "I i it : . .... ... Tt� " . . . _49 . ii"_ ., I . . " =; ­ --tt %� ,__ f .,* (( .1 11 - !, kv 1 't � c . . . . � . 'I , . . = i . . i . r a __ 7 : PAC526F. INSTALL DUPLEX RECEPTACLE IN TOP OF BACK BOX AND (1) 1 .... EMPTY . . . . L:Lim�.l . . � '. �� I i it - � ... . - ,;�� - it .: . 1 1 _.___ i . CONDUIT TO 6" ABOVE ACCESSIBLE CEILING AND TERMINATE WITH NYLON THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN I . :: t . � ............... J 2 j, )! ,1?� I . ;; . . : . F.- I . I . ... I - � I ,::, , � " . . i ; . I �*-. " " � \ . . . . � ,,,6 ­ I . : ..... %-..,-, 1 ­!:i.....til . . ......... - <, ; 4<1' . . - . i . - � _.� ___._ . ....... .......... � ... . ............... � ............ ....... .......... I ................ ............... . ...... __ ......... � ........... ......... . . . ........................ ...................... . ­... � . . I L . ....... . .... ..... . .. : I>— .... \ , ­_* ................ ........ . ........... . , , . : . . . ! - t ; . : . ; . : :1 .... . . : : 11 . . . . ; ; I � I,: . i . �_ -...--q,;F I . . `1_ . I ��. 11 . 1 0 " _-, - .. . I - - ... . ... . ............ . ..... . . ; . . : : ; I . n ; /, =�­­, . � . 2 . r � . `-� , , 7�___-- -<1 . . . I . ; it i _ , . � . . Iii . ;­­T,-Ir�' . .1 I I y - . . . . . .=z, a . . : i i I ! , " ! % a . : ;. : . �1'1 , i ',, , . : I ; r . � ­�­��', " _7�, 4 . . . -_ � I . . ; I _� " , . � . i I i f � I 1! _� . . ; . . . , . . i , , /�� "I ,�� 1'. : - , \ , 11 �R t � /, ,\ L ; . t t zi 1, _ : . . . . I ; - I . . . . . L ; ,tl I \1 i - i � . ,E H � I . I : : i . z : : . ; . : ; i '� 11 . i . I I . . . . . t\ ", I ... I I �k. I I \ ; . ; ., I " � ff ! : i i t i .. I . ; ff, Tt :;t . 7 : � ,.� i) " . .... �1 : I , , o j;� 1, I ; I , , ?E I J ! I ; . . 'I ." . : i i . � 4 1 k F !I - t � ;t ,� ) .1 � I . . I : : V . ) : , �_ it ( . � : � :: , � , ik ft " L : : s 11 . z z _- .. : . : . . � '1'11_z.;R.,_!: :: i �, �__A__4 I .. I i,­ . . : _11�\_,. t,_ I I : ; 1 i / I THROAT BUSHING. CENTER BOX IN WALL 75" AFF. COORDINATE INSTALLATION WITH ARCHITECT AND TENANT PRIOR TO ROUGH -IN, 30. PROVIDE J-BOX FOR CONNECTION TO TENANTS AV LECTERN. PROVIDE 2"C ,! . - , , , I -..I!.-- ,:j;, 'Aw " -, U. . I \ , , , - _1/ .......... . ..... ,,�,_ ,/ . ___, " llii;;, - ... 1­ f . ................ 1--l" .. - , . I A­­� : r-, : - p - . ­1 . ....... . ... � i . ..... __ i . I ; � t ; : � ­-::­­,C _1� .. . - . �.�� : . � i : i . 1 ,I i z : -;-- . -:t` C7. ; i i __ � I -j -L4 � .... I ....................... - _ _ I I : I i : . k, I . ; "9 - __.3___-.: .. � ,:� �- - - - :D . . ..- LQ�:tv " . . ­i� . a . , : . . . \ 1 . : . . : . . � . . ; . P . , , ; . ; � TO 2 GANG J-BOX WITH PASS-THRU PLATE. TERMINATE CONDUITS WITH PLASTIC PROFESSIONAL. I . �.. ....... I ..... I .... I I --.-- i ) ­1 - . - � � � : 11-- _., __ _. ::77- - . . . . . . . I I : . . I , . .......... q i - = _71 _11J, = 1, � =zU I - I i - - - _,��) L_ ........ I. - - .- �� I . . . . . . I . . \ . . � . . h I a . . i : I . . 4 . - i . . . 141 i . BUSHINGS ON EACH END. CONFIRM FINAL LOCATION WITH TENANT PRIOR TO ROUGH -IN. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE I . . . SB2­7 . � . . . . . a � � I �1 I . . . . � � i . . L . . it I . . . i : � -C PROCEEDING WITH EACH PHASE OF HIS WORK. . (D (D I ------ ___ .--,-.---,--------- �_______ A . . . � --------- ___________� -,---------��-.�,--�----..---.--. . t ; . ! i �­i_­­­­­­ � 31. PROVIDE 4 GANG J-BOX. STUB (3) 1 1/2 6" ABOVE CEILING. I i � . . . i I I I I i \ i . . � . i i . . . 11 . I . -1 * I . .. . I . z . . . 0; : . s . . I . . . . I . I . . .. I : . . 32. TX4761-7" SPLIT CHANNEL WIREMOLD DATA AND POWER. VERIFY FINAL ____ BACKGROUND REVISIONS: I I . p . . a I : . i I . ; I I a . . . . . .. . it . . I � . . . . . � . . il s � : . : I . I . . . . i, . . : \ LOCATION WITH TENANT PRIOR TO ROUGH IN. ARCHITECTURAL: BACKGROUNDS PLANS 02/05/20 I I a : : i . . - . I . . . I . i, . I . : . . : I . ; ; i i ; . : I . : . I : � ; . . I . . I . . i . � : . . : . . I . . . 1, . . . . . � ; : I . : . . .1 , . � ; \ i , � . 33. PROVIDE (1) 3/4"C SLEEVES THROUGH WALL BELOW SOFFIT AT 1 VAFF ON EXTERIOR FOR SECURITY CAMERA. PROVIDE NYLON THROAT BUSHINGS ON CIVIL: CIVIL PLAN 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C 09/05/19 . I : I . . . . i I . I t i I . I. . i i . I .. i � ; . . . . . I � ; . : : � ! , ! . \ i EACH END. CONDUIT SHALL RUN ABOVE ACCESSIBLE CEILING IN BREAKROOM. COORDINATE WITH CEILING HEIGHT. I Ily- P I'll ROJECT No - I 10/30/19 :] 2019-047 � � . .. . ....... ......... � ..... � .... � ..... . I � ­­ .......... � ....... .. ................... .......... _.. � ............ - I ..... . .. ­­­ ... � .... ­­ .- I", - .1 . .... . � ... � 0 ... ..................... . ........ . ................................................... ............. � ..................... ................ f.1 .... I ........ ........... ... ............ � ....... . � ....... I ....... - .. ...... ... ... 11 ............. i I . . ; T -, I . I 4 . . . . . . : i ! . . . . ; . ....... ............. . I ..... - ... .... t . . .............. I . .... ............... � ........... � . . . ............... I ..... I ir . . . : ; . I I / . ! ; I i . . : . ; . . . i i " \ i . I � . I i I . . . . i . . . : . : : , . ;; : : I i i � 1, I . i ; . : . . I ; . \1 ! .�! 1 I I ; i . ! I ; � � 1 ; . . I w i i . . I . 1 1 . .�, j . . . \ . . � - I SHEET TITLE � . � , : __ I I I 1 1 . . . 1! ; : .1 . . . . . . �, � I . . . \ k�= � I I I I . . . . i : I . . _ _ -304 F - ... ­.. . . . I : i .. . ... ..... ...... . ...... ... .... .. . I .. . . .... ........ ............... ........ .. ..... ...... . REFER TO DETAIL 3/E OR .......... . ........... E .............. . ......... . ..... . ................ ... * . . ...... ... . ", "" "" " I . : . : . i I ADDITIONAL REQUIREMENTS I ... .... , \ I I . SB2-15 S132-9,11,13 #10,1#10G-3/4"C. S132-17 A CONTRACTOR SHALL NOT PROCEED WITH WORK � I ; i I i I . i i ! � ! i I z . I . ; ; . ; 2 . . . I . . : ; . ; I . . : I : . � I : , I : : � . WP : . , ­� . J . SANITARY PLANS w Z_ ( D6 6 _ AM --Iwv (D SHOWN ON THIS SHEET UNTIL FINAL DEVICE i i : ; i ! i I : i I : : I . : : . I . . . .1. : ; "I : : : d � . ; : : I . . : . ; . I : . t� i : . . i i Ill .11 It- ­­ I I III 11:7 ''I'l''''I'll''''I'll'll''''I'll''''I'll'',I vm,��,��,,� .............. I LOCATIONS HAVE BEEN APPROVED BY THE OWNER AT i � . � 1- __ _ __ __ ! 1 . ; � I : � . . . � ----. . ! : . i ; i . : : . : 2 0. . s : . . ELECTRICAL SYSTEMS PRE -INSTALLATION MEETING. a , . � - I - _ -,-.--. 1-1 -,-"-- I : � 4 J I I � � I I I : . ! ! I . . - I— � - ­­_ I ______ - ; . . . ; U . . ; j, . 7 : . . : : !�t . : . . . : . . . t" 7 . . I I i I SHEET NUMBER i ! . I : . I .- ­ I- - � ; ; I i I q . . I ; . i � i . i i I i . I . � � . . 11 .. i. �. - - -.- __ _. __ - _. _. - H . . ; _K -.-, - ­ __. ; . . : 14F : ; E; . . ; i . : . : . . ;1 . � ; : I . J� ES=301 1 MAIN OFFICE ENLARGED PLAN - SYSTEMS i I i i I - : i� . FOR CONSTRUCTION 1� 1 I � I i i � If I -011 1/4 = 1 __ . I KEY NOTES: (DESIGNATED BY "®" CONDUIT TO BUILDING POWER PANFI FOR MC)T0R17Fn \/FRTI('.i PIVOT GATES - SIZE AS REQUIRE PULLBOX FOR POWER; LOCATE ADJACENT TO GATE MOTOR PAD PULLBOX FOR LV; LOCATE ADJACENT TO GATE MOTOR PAD MOT, a 1 /411 = 1'- 0" CONDUIT TO BUILDING POWER PANEL FOR MOTORIZED VERTICi PIVOT GATES - SIZE AS REQUIRE PULLBOX FOR POWER; LOCATE ADJACENT TO GATE MOTOR PAD PULLBOX FOR LV; LOCATE ADJACENT TO GATE MOTOR PAD MOT a I �110_1 11 AUTO ENTRY CONDUIT PLAN DETAIL TRUCK ENTRY CONDUIT PLAN DETAIL INBOUND PULLBOX FOR POWER; LOCATE ADJACENT TO GATE MOTOR PAD PULLBOX FOR LV; LOCATE ADJACENT TO GATE MOTOR PAD PULLBOX FOR POWER; LOCATE ADJACENT TO GATE MOTOR PAD PULLBOX FOR LV; LOCATE ADJACENT TO GATE MOTOR PAD I it (1) 2"C. STUBBED ABOVE CEILING & (1) 2"C. TO BE ACCESSIBLE FROM JOIST IN WAREHOUSE, BOTH SHALL HAVE PLASTIC BUSHINGS. 1; 0 SB1-6 SE 0 1 I . 00 72" i0 J i 4 SECURITY 1 PANELS (1) 2"C. STUBBED ABOVE CEILING & (1) 2"C. TO BE ACCESSIBLE FROM JOIST IN WAREHOUSE, BOTH SHALL HAVE PLASTIC BUSHINGS. (2) 4" CONDUITS WITH PLASTIC BUSHINS FOR DEMARC SB1-8 SB1-15 SB1-10 -131 SB1-171 60 - J 60" 3 OJ 4 Tr 00 . (2) 3"C. STUBBED ABOVE CEILING, TERMINATE WITH PLASTIC BUSHINGS ON EACH END. ALL WALLS OF MDF ROOM SHALL BE (� COVERED BY UNPAINTED 3/4" FIRE -RATED PLYWOOD BY GENERAL ELECTRICAL CONTRACTOR FROM FLOOR TO CEILING. REFER TO DETAIL SHEET E-305 FOR MDF LAYOUT AND ADDITIONAL DETAILS. 'z/ 1 /411 = 1'- 0" JUNCTION BOX FOR SEP-1 CONTROL PANEL J SB4-13 CONTRACTOR SHALL NOT PROCEED WITH WORK SHOWN ON THIS SHEET UNTIL FINAL DEVICE LOCATIONS HAVE BEEi� APPROVED BY THE OWNER AT ELECTRICAL SYSTEMS PRE -INSTALLATION MEETING. I EMJ TE TOILET / 0 F F I C E E N LA`��� E 0 1 /4" = 1'— On :B 1. 1" CONDUIT ABOVE GROUND FROM PULLBOX TO GATE MOTOR HOUSING, CONFIRM FINAL LOCATION AND REQUIREMENTS WITH GATE PROVIDER PRIOR TO BEGINNING WORK. 2. PULLBOX FOR LOW VOLTAGE; LOCATE IN ISLAND ON SECURE SIDE OF GATE. CONFIRM FINAL LOCATION AND REQUIREMENTS WITH LOW VOLTAGE PROVIDER PRIOR TO BEGINNING WORK. 3. LIGHT POLE REFER TO E_101 FOR FIXTURE DESIGNATION INSTALL CCTV CAMERA PER DETAIL 6/E-303 AT 15' ABOVE FINISHED GRADE. 4. PROVIDE 2" CONDUIT FROM PULLBOX TO NEAREST REMOTE IDF CABINET. CONFIRM FINAL LOCATIONS AND REQUIREMENTS WITH LOW VOLTAGE PROVIDEO PRIOR TO BEGINNING WORK, 5. POWER FOR ACCESS CONTROL I -STAR PANEL, COORDINATE EXACT LOCATION AND ELECTRICAL REQUIREMENTS WITH ACCESS CONTROL INSTALLER AND GENERAL CONTRACTOR PRIOR TO ROUGH -IN. U. RECEP T MU C: AIVD DA I A QU I LE I FQR CVINNEC I IQIN 1 Q T IIVIECLVCK. SEE MOUNTING DETAIL 2/E-302. 7. PROVIDE FLUSH IN -WALL BACK BOX, CHIEF MANUFACTURING MODEL PAC526F. INSTALL DUPLEX RECEPTACLE IN TOP OF BACK BOX AND 1 1/2"C EMPTY CONDUIT TO 6" ABOVE ACCESSIBLE CEILING AND TERMINATE WITH NYLON THROAT BUSHINGS. CENTER BOX IN WALL 70" AFF. COORDINATE INSTALLATION WITH ARCHITECT AND TENANT PRIOR TO ROUGH -IN. r-,FNFRAI NnTF.q; 1. REFER TO ARCHITECTS DRAWINGS FOR DIMENSIONING. ' Lr7 L—_7 7E ' L7E-7 t 07 L� Aa `tip; Oi `' �� 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 ```�U1f;iiiiipgr 77j .�o��OF CONpFc.,, G xv 's>ie MAL Jul'I f I OOc 13NUIU Engineers 4275 Shackleford Rd., . Suite 200 Norcross, GA 30093-2997 p.770.447.5547. f.770.448.0262 Project Number: 1910150 Drawn By:AWO Checked By:WRB NUMBERI DATE DESCRIPTION 06/10/19 30% REVIEW SET 07/10/19 50% REVIEW SET 07/24/19 PRICING SET / PROGRESS SET 08/15/19 95% REVIEW SET 10/30/19 PERMIT SET 02/07/20 ISSUED FOR CONSTRUCTION 1 02/26/20 CHANGE BULLETIN #1 BUILT -TO -SUIT FOR 560 E ROAD" DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNEL P R 0 P E R T i E THIS DRAWING, AS AN INSTRUMENT OF SERVICE, AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSION AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. ARCHITECTURAL: BACKGROUNDS PLANS 02/05/,' CIVIL: CIVIL PLAN 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C 09/ 10/30/19 2 0019-047 ENLARGED PLANS - SYSTEMS ES=302 1 /4" = 11- oil