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HomeMy WebLinkAbout360 ELLINGTON ROAD_110" V — 0" SECURITY CAMERA BY OTHERS TO BE MOUNTED ON LIGHT POLE KNOX BOX SURFACE NOTES: MOUNTED TO STEEL 8' ORNAMENTAL PLATE - #3266 FENCE 1. SIGNS SHALL BE 18 GAUGE FLAT SCREENED ALUMINUM. 5—, 10" X 12" X 1/4" STEEL 2• FOR POST MOUNTING, REFER TO WHITE TEXT PLATE - PAINT EP-1 WHITE SYMBOL AND 'ACCESSIBLE PARKING SIGN POST' AND SYMBOL b WHITE BORDER DETAIL. o iv 3. FOR WALL MOUNTING, USE FOUR HAD PARKING CV PARKING HOT -DIPPED GALVANIZED LAG PERMIT -v BLUE BACKGROUND REOUIRED BLUE BACKGROUND BOLTS WITH EXPANSION SHIELD. o� 00 VIOLATORS WILL BE 11/2"X11/2" STEEL a a a a (L)FINED N11N S150 POLE - PAINT EP-1 b (R)LI_ n (P) NO ARROW i0 VAN ACCESSIBLE Er 34. I RESERVED PARKING SYMBOL I I 1 PROVIDE CONDUITS I RESERVED PARKING SIGNAGE I I 20' - 0" 6' - 0" 16'-0" AT TRUCK DRIVE, 12'-0" AT AUTO DRIVE I I FOR POWER TYPICAL OPERATOR ON - - - - - - - INBOUND OUTBOUND L — — — — — — — — J OPERATOR ON SECURE SIDE 6" HIGH CONICISLAND CONC FOUNDATION. SIZE SECURE SIDE CONC FOUNDATION SIZE _j 10 PARKING SYMBOL DETAIL 8 RESERVED PARKINGAND RECOMNFPERMFG o RECOMMENDATIONS AND REINF PER MFG il ill SIG NAG E DETAIL 2 0 F o o °< RECOMMENDATIONS 7��7 6 KNOX BOX DETAIL] 4 VERTICAL PIVOT GATE AT AUTO ENTRANCE NOTE: ACCESSIBLE PARKING WHERE TRUCK COURT FENCE ADJOINS/ FACES ASSOCIATE PARKING AREA o �qJ SIGNS'- SEE 8 / A-102 AND ENTRY, FENCE TO BE BLACK VINYL COATED 1" = 1'-019 1/4" = 1'-011 N 1 VRU.CCESSaE POST CAP TYP. TOP SECURED BY TENSION WIRETENSION WIRE AT TOP SECURITY CAMERA BY OTHERS 10/30/19 2" U-CHANNEL POST TO BE MOUNTED ON LIGHT POLE CONSULTANT I 9 C;A. GALVANIZED CHAIN LINK FENCE CHAIN LINK FABRIC o I 6" DIAMETER STEEL PIPE FILLED W/ LINE POST AT 10' - 0" 1 CONCRETE TO BE PAINTED W/ ONE COAT RED OXIDE PRIMER AND TWO O.C. MAX. o I 2.38" DIA. LINE POSTS o FINISH COATS (COLOR PER OWNER). b Q 00 v I AT 10' - 0" O.C. MAX o ' . M 24' W TW/ WEED X I TENSION WIRE AT BOTTOM a e PAVEMENT 1/2" EXPANSION JOINT BARRIER < 1x a' ° • a' o' 1 #57 STONE 4"D X 24"W - o a d N BOTTOM SECURED BY I W/ WEED BARRIER // / d TENSION WIRE N FABRIC FOR KILL STRIP o \�� \�� g• 12" DIAMETER CONCRETE bi \ �1 L.......... RECORD FOUNDATION \� % b r �---- CONC FOUNDATION. SIZE 6" CONCRETE ISLAND CONC FOUNDATION. SIZE - / / / / / NUMBER DATE DESCRIPTION �� ii SET POST IN 12" X 36" MIN AND REINF PER MFG AND REINF PER MFG CONC. FENCE POST y� RECOMMENDATIONS RECOMMENDATIONS 06/10/19 30%REVIEW SET \ FOOTING (BY FENCING '4j I " / CONCRETE FILLED HOLE o COMPACTED SUBGRADE M \ °1 t ° \ °11- \ CONTRACTOR). /��� 6 /��� — o o EXTEND BELOW / 07/24/19 50 /o REVIEW SET FROST LINE �� u°° /��� OPERATOR ON SECURE SIDE OPERATOR ON SECURE SIDE 07/24/19 PRICING SET/PROGRESS SET 08/15/19 95 /o REVIEW SET \ \\��� \\ \\�� 10/30/19 PERMIT SET ACCESSIBLE PARKING SIGN POST\\�\\�\\/�\\� 1 01/22/20 PLAN REVIEW RESPONSE 9 ACCESSIBLE PARKING 7 TYPICAL FENCE DETAIL 5 FENCE DETAIL 3 VERTICAL PIVOT GATE AT TRUCKER'S ENTRANCE 1/2 1-0 _ SIGN DETAIL 3/8" = 1'-0" 3/8" = 1'-0" 1 /4" = 1'-0" - I � 8' HIGH BLACK VINYL COATED ORNAMENTAL FENCE PROJECT INFORMATION ... . AT AUTO ENTRANCE - SEE-4-/_A-103 _ - . I BUILT —TO —SUIT FOR _-��•. 1 � I -----38' - 011 i MOTORIZED VERTICAL PIVOT GATE -`- INBOUND CONCRETE FOUNDATION PER. MFG. LANE 360 ELLINGTON RECOMMENDATION -SEE 4 / A-102 -� �•�" 6" HIGH RAISED CONCRETE ISLAND - I ROAD PAINT CURB RED KNOX BOX - SEE 6 / A-102 � DISTRIBUTION CENTER I � 3'-3" 6-0" T 3'-3" 5'-0" 3'-3" 6'-0" 3'-3" KEl'' PAD /INTERCOM PEDESTAL FURNISHED AND INSTALLED BY SECURITY VENDOR - N.I.C. / — — _ — — — — — 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SAFETY LOOP TO CLOSE GATE I I r I'- w 1 Z 1 0 I I 30'-0" AIIIIIIIIIII14k I I 1 0------- gI I - p IGH LETTERS - SAFETY o CONCRETE ISLAND LENGT"STOP" - 24"HI I I I I YELLOW - THERMOPLASTIC MARKING p I I I I N Om 1 i i ~ I 1 MOTORIZED VERTICAL PIVOT GATE - CONCRETE FOUNDATION PER. MFG. RECOMMENDATION dO II I I I S - SAFETY YELLOW 24" THEIRMOPLASGH TIC MARKING - - 1 - _ _ _ _ / SAFETY LOOP TO CLOSE GATE -- -- - - -- I ___ SCAN N E LL I 4" WIDE STRIPES AT 24" O.C. - THERMOPLASTIC P ? O P E P. T I E S 8 HIGH GALVANIZED CHAIN LINK TO CLOSE GAP I MARKING -SAFETY YELLOW I 140' LIGHT POLE WITH CCTV i 1 MOTORIZED VERTICAL PIVOT GATE - CONCRETE = ICAMERA - SEE ELECTRICAL i i FOUNDATION PER. MFG. RECOMMENDATION QI I 6" DIA. STEEL PIPE BOLLARD WITH YELLOW • PVC SLEEVE -TYP. -SEE 3 / A-502 • 8' HIIGH GALVANIZED CHAIN LINK TO CLOSE GAP g --rt-► N I ' 0 I THIS DRAWING, AI T 6" HIGH RAISED CONCRETE ISLAND -PAINT AND SHALLINSPROPERTY OF THE TRUMENT OF SERVICE, IS o iv KNOX BOX -SEE 6 / A 102 I — — — — _ � 4 REPRODUCED PUBLISHED OR USED IN ANY WAY _ d. wLIGHT POLE WDESIGN PROFESSIONAL AND SHALL NOT BE CURB RED ITH BASE -SEE ELECTRICAL FOR W Lil TYPE I / �\ PROFESSIONAL. LU ---- b KEY PAD / INTERCOM PEDESTAL FURNISHED WITHOUT THE PERMISSION OF THE DESIGN I U I I i AND INSTALLED BY SECURITY VENDOR -N.I.C. I I I I rop ' THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS Z "" I I II AND EXISTING ITOBEFORE 0`•0O/ PROCEEDING WITH EACH PHASE OF HIS WORK. U 5' - O" 40'LIGHT POILE WITH CCTV CAMERA - SEE ELECTRICAL ©Macgregor Associates Architects, Inc. - 1987-2019 I 1 w I KEY PAD / INTERCOM PEDESTAL FURNISHED I , J - - _ - - _ _ _ - BACKGROUND REVISIONS: z AND INSTALLED BY SECURITY VENDOR - N.I.C. I I - I I _ / - , �/ I ARCHITECTURAL: BACKGROUND PLANS- 10/15/19 Imo— SAFETY LOOP TO CLOSE GATE • I • o • / i • CIVIL: CIVIL PLAN - 07/26/19 Z I I I I CV O "STOP" - 24" HIGH LETTERS SAFETY -r -►O I SAI=ETY LOOP TO CLOSE GATE I TENANT OP's: OPERATIONAL PLAN REV C - 09/13/19 __ I • • y --__, YELLOW - THERMOPLASTIC MARKING i I I PROJECT N• O , 10/30/19 2019-047 I I I KEY PAD / INTERCOM PEDESTAL FURNISHED AND 4" WIDE STRIPES AT 24" O.C. - THERMOPLASTIC I ' INSTALLED BY SECURITY VENDOR - N.I.C. 'SHEET TITLE MARKING - SAFETY YELLOW- - - - - - o - - - - - - - - • • 6" DIA. STEEL PIPEBOLLARD WITH YELLOW PVC SLEEVE - 1 I TRUCK AND TYP. - SEE 3�A-502 • AUTO 8' HIGH GALVANIZED CHAIN LINK 3'- 3" 5'-0" 3'-3" 6'-0" 3'-3" • \ � ENTRANCE MOTORIZED VERTICAL PIVOT GATE- WITH SITE CONCRETE FOUNDATION PER. MFG. ' / • • RECOMMENDATION SEE 4 / A-102 DETAILS SHEET NUMBER 8' HIGH BLACK VINYL COATED ORNAMENTAL FENCE ►} • • AT AUTO ENTRANCE - SEE 4 / A-103 I I \ i \ , If A-1 02 2 ENLARGED AUTO ENTRANCE PLAN 1 ENLARGED TRUCK ENTRANCE PLAN 0 FOR • N N 1/4" = 1'-011 N 1/4" = 1'-0" a D YAtGLI` H a I `co WZ 0* �q ID TOP VIEW Vw 1 2" X 2 112" COLUMN .yy__ - a ,,,-WELDED ANCHQPRSHOO x G" LON WELDED TO A 3,+8" THICK PLATE, FINISHED TO F,I[A z (,-H) I ALLOVU$ UP TO 4 10"LEVELING LEVELING ` ADJUSTMENT (MORE IF COLUMNS NS ARE CUT L MVN� a`$ 7I-1RO(-ICI-i BOLT (2 PER HOE_- � 1 f% .*IGHOR Bain- `, 2 PER I /r ANCHOR SH I�_ (SPLIT '04N HER CAN BE ADDED, & THREADS CAN SE PEENED ` FOR ADDED SECURITY I � SHIM AS REO'D DUO-GARD RECOMMENDATIONS: 'UNDISTURBED EARTH OR ENGINEERED FILL W OF FILL SAND 16" OR GREATER 3000 PSI / 5-BAG CONCRETE MIX '10 GA G' X 6" REINFORCEMENT GRID (OR EQUIVALENT - MUST CONFORM TO LOCAL BUILDING CODES) a-{ ..r GORNER SHOE TOP VIE )` —' MODULAR BUILD, G DETAILS cq'vT B.D,l IiE+t��'t fi Xl a'> JCHi SAHG�E DETAIL rest: ?'.5.7' 7r9L1 12' TYP., UNLESS SPECIFIC PROJECT REQUIREMENTS DETERMINE OTHERWISE i REINFORCEMENT GRID 14 F7 .� �• - .. ... a. 6,1 _ _:: _.:: FILL SAND -I I I -I ••.., _ .:' •/I INnIAT1 tRRFn FARTH nR -"III—'III • `• • I ••,' • ` ' ••.' • • •• • • •• 411 ` ENGINEERED FILL 11 1�1 ILP 1=111=1 I. I- I_I==5filZI -"III d I 1 11-1 111=III -3000 PSI 5-BAG (OR GREATER) MIX II—III=1I1-1 I I' I I 1=1 I I -I 1--1 I I-1 I -III -III -I 1_i I (— FROST LINE _ 1 i OR AS LOCAL BUILDING I—III-I CODES REQUIRE -I CONCRETE PAD/SLAB SPECIFICATION 10 GAUGE 6" X I61, PclnlcnPncLecAlr r_oln D ncuvrvrwc,wuv, vi.,v-1I _ __ I III -I � II —.ii� ( UNDISTURBED EARTH OR i I I� ENGINEERED FILL NOTES: I`I' • These recommendations are for mounting typical Duo -Gard Transit -Style shelters or similar buildings where columns are —' I I —I arranged around the exterior perimeter of the unit, or the unit is cantilevered on one side only. Other types of Duo -Gard products may require different specifications. • These minimum recommendations are for sample and quoting purposes only, and may not be suitable for all project or site CONCRETE PIER SPECIFICATION conditions, engineering design criteria, soil quality, or extreme snow, wind, or seismic loads, or Duo -Gard products other 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 using to determine concrete design is the engineered plan for your exact prolecUproduct not a Sample Drawlng for use in sales , Typical pad size Is min. 12" larger than the budding footprint (6 perimeter/margin). • 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. • Use 1/2" expansion material between any adjacent concrete or masonry surfaces or structures. r _..acu:....product against Or sdjacent to an existing hi lilrling- nail should have foundation apron to frost line or deeper. • Duo -Gard strongly recommends sealing the concrete prior to shelter installation (especially for enclosed shelters). If embedding any aluminum structural components, concrete mix shall not have any calcium chlorides. THIS DRAWING IS PROPRIETARY AND FOR THE SOLE USE OF OURIPRJTENG PROJECT WE CUSTOMER AND MAY NOT BE COPIED OR REPRODUCED WITHOUTCUSTOMER SAMPLE PRIOR WRITTEN CONSENT FROM OUO GARD INDUSTRIES. INC. DUO-GARD LEAD TIME BEGINS UPON RECEIPT OF SIGNED SHOP DRAWINGSOeSCRIPTtGN 'ORGE AHizlin. APPRO' 4LSIGNATURE DATE DUO-GARD RECOMMENDED MINIMUM CONCRETE PAD I PIER FOOTING SPECIFICATION Duo -Gard IndU5tr14S, Inc 1PRIIIAGR DWG DATE IRFVI RE`.2 SCALE PAGE OP DRWNG k Tel (734)207.9700 Fax x , + BDI JW 7/21/14 5/06/15J3/4" = 1'-0" 1 1 CONCSPE www .li,n.n.srf rnm 1111111111114111 o in III 6• 11 802 CI OR EAR J:NIN LEFT ELEVATION FRONT ELEVATION 193j" ROOF I 2" TYP. I II I II u. it i ill I ii ill I 'I I I 1 l I n ill 7 1471 i ROOF II III II III I II 111 I ii ill IJII L--- --- --- --- --- — ----- --- —•--- PLAN VIEW NOTES: -ALUMINUM FRAME FINISH TO BE BLACK -WALL GLAZING TO BE1/4" CLEAR TEMPERED GLASS -ROOF TO BE METAL STANDING SEAM GABLE, COLOR: BLACK RIGHT ELEVATION —.. -JOB NAME DESIGN IS PRELIMINARY, AND INTENDED TO COMPLY WITH SPECIFICATIONS IN ALL MACGREGOR ASSOCIATES ARCHITECTS -HOME DEPOT DUO-GARD ASPECTS, AND PENDING CUSTOMER DESCR PT ON FORGE AHEAD, APPROVAL. ANY DEVIATION FROM 12' X 16' TRANSIT STYLE SHELTER - PLAN AND ELEVATIONS Dw-GsM InduWas, Inc. SPECIFICATIONS IS UNINTENTIONAL AND PWTENG PRJTMGR DRW'ODAM RWI REV2 SCALE PAGE OF DM%M4 TBlVNI)207-9700 Fax(734)207-7M MAY BE DISREGARDED. 10/30/18 1 NTS 1 1 D. 7t 7 0 0 N 3/16" = 1'-0" SMOKING SHELTER PLAN, DETAILS AND ELEVATIONS NOTES: 1. ALL HOT DIP GALVANIZED 2. WELD AND GRIND ALL RAILING JOINTS SMOOTH 17.- ._- "1 € / / J .,., I € € 1 1/4" NOMINAL GALVANIZED € STEEL PIPE GUARDRAIL € REGULAR DUTY GALV. "GRIP STRUT" T'IE GRATIN(, LANDIN AND / r TREADS, i! I I C10 x 15.3 STRINGER AND LANDING- � `SUPPORT _ t 6 1/2" = 1'-011 11" 11" 11" NFPA 704 SIGNAGE FOR PROPANE R'_n" O PO1nnE SHOP DRAWIRIGS THAT E SPCIFY STRUCTIUR—A,�L I FABRICATOR TO Pr%%jvIHG onvr vrMvv "W IIIAI vF ,..0 MEMBERS AND CONNECTIONS THAT HAVE BEEN ENGINEERED FOR THE INTENDED USE. PROPANE RACKS AND TANKS WEIGHT TOTAL APPROXIMATELY 3,000 LBS. PROPANE RACK PLATFORM -SECTION PLATFORM - - - - - GUARD RAIL 4 I i " I I g2, TANKS AND TANK I I RACK BY OTHERS I I & i I •� I I .& I I B I I I I I I 0 I I z 4 '-------' rr r- — — — — — — I I I I I I I I I I I I I I I I 1 7'_3" PLATFORM' I I I I I i I I I I I I I I I I I RAISED EXPANDED METAL TANK. RACK PLATFORM TANKS AND TANK RACK BY OTHERS TANK AND TANK RACKS - BY OTHERS METAL DECK PLATE C9x13.4 C 8 x 11.5 TYPICAL STEEL TUBE SUPPORT -I� FINISH FLOOR If T € I 1 r4 L-1 fit I I - (3) 24" LONG X 8" HIGH LAMINATED M I DOCK BUMPER I I I I I LJ L_1l i_ f r STAIR HAND RAIL 11L 11 11 _.._.._...._I-�- - �--I STAIR HT l . 11€€ ih t t ( II € € w J_I.._IIJ l € -.. Wr.W T'.-_ ..... PLATFORM DRAWINGS SHOW DIMENSIONAL REQUIREMENTS AND DESIGN INTENT. FABRICATOR TO PROVIDE SHOP DRAWINGS THAT SPECIFY STRUCTURAL MEMBERS AND CONNECTIONS THAT HAVE BEEN ENGINEERED FOR THE INTENDED USE. PROPANE RACKS AND TANKS WEIGHT TOTAL APPROXIMATELY 3,000 LBS. 5 PROPANE RACK PLATFORM - PLAN 1/2" 4 3/8" = 1'-0" 8'-0" ELEVATION ORNAMENTAL FENCE DETAIL 6' - 0" OR 8'- 0" HIGH BLACK ORNAMENTAL FENCE WITH PICKETS RIBBED CHANNEL - RAIL TYP 2 1/2" DIA POST TYP 3/4" PICKET, TYP — RIBBED CHANNEL - RAIL TYP SET POST IN 12"X36"MIN CONC FILLED HOLE SECTION LU U z F- I— z Lu O H 0 ib NOTE: COORDINATE FINAL PLACEMENT OF SIGNS WITH TENANT. Ge-O 4'O SPEED SPEEDSPEED ONE ® LIMIT LIMIT LIMIT WAY 15 10 10 --- A A.■ \/ AA\■ „A.S 4.,,,.S 5S 5A,... in,, 6 Y� a�� in,, L=!. Jb'" Jk Sb'- SU-- ,&Sb-- 3U-- A SO 3U__ A 30-- vv vv vv .. as RS DOT DOT DOT DOT DOT DOT RAILROAD DOUBLE - SIGNAL FACED 3 1" = 30'-0" BUILDING I14 1 OR SITE SIGNAGE 4" X 4" BOX AND 3/4" CONDUIT OUT TO GATE LOCATION PATIO CEILING Co f I o L1 SLEEVE THRU WALL TO 4" X 4" BOX FOR SECURITY VENDOR TO MOUNT SOUNDER SECURITY VENDOR TO INSTALL DOOR CONTACT PATIO GATE DETAIL 2 ORNAMENTAL GATE DETAIL 1/2" = 1'-0" 1 1 /8" = 1'-0" 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 ORNAMENTAL METAL GATE J BOX AND 3/4" CONDUIT ON LATCH SIDE I I— HANDICAPPED SMYBOL - TYP. - SEE 10 / A-102 ENLARGED ENTRANCE AND PATIO AREA 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 1 01/22/20 PLAN REVIEW RESPONSE 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 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 ARCHITECTURAL: BACKGROUND PLANS - 10/15/19 CIVIL: CIVIL PLAN - 07/26/19 . TENANT OP's: OPERA T IONAL PLAN REV C - 09/ 13/ 19 10/30/19 2019-047 ENLARGED PATIO AREA WITH SITE DETAILS Awl 03 SUCTION TANK "EE FIRE PROTECTION DRAWINGS GALVANIZED CURVED STEEL ANGLE, CONT. WELDED TO TANK PREFINISHED METAL BREAK METAL FL-ASHING COPING z FULLY ADHERED SINGLE PLY MEMBRANE UP AND LUL a, OVER PARAPET FULLY ADHERED SINGLE -PLY ROOF ` ' e 0 0 ° BACKER ROD AND MEMBRANE ON fi/8" GLASS MATT SHEATHING 00 2x P.T. WOOD BLOCKING 9 SEALANT OVER 3 5/8" METAL STUDS AT 16" O.C. z ANCHORED 32" O.C. W/ �� M G p [, pp MIN. 1/2" ANCHOR BOLTS g ° °o ° SUCTION TANK - SEE r _ _ _ _ �- MACG R EG®11 CURVED STEEL ANGLE - COORDINATE FIRE PROTECTION ASSOCIATES RADIUS W/ STEEL TANK MANF. ° a° ° 1' - 0" MECHANICALLY ATTACHED DRAWINGS ' o- ARCHITECTS SINGLE -PLY MEMBRANE ROOFING ° ° o ° MIN. LAP SINGLE -PLY MEMBRANE OVER I RIGID INSULATION OVER METAL 0 a DECK I g °°y ° be CUT OUT PARTIAL SOLID 0 0. ° CMU BLOCK PRECAST WALL PANEL ° e ° ° ° ° o ° 2727 Paces Ferry Road SE eo a ° o 0 a Building Two, Suite 1400 Atlanta, Georgia 30339 1/2" " ° -p o. ° D o. T 770.432.9400 F 770.432.9934 0 o' a °o °o PRECAST WALL PANEL 9 ------ STEEL JOIST - SEE STRUCTURAL ,9 a° o O o. STEEL EMBED - SEE STRUCTURAL 0. C> B 60 °o ° 0 ° 0. I ae "0.* METAL JOIST - SEE STRUCTURAL DRAWINGS 6" MID SPAN STEEL BEAM - SE=E CL STRUCTURAL DRAWINGS 10/30/19 9 FIRE PUMPHOUSE ROOF DETAIL AT TANK 8 FIRE PUMPHOUSE PARAPET DETAIL 7 FIRE PUMPHOUSE WALL AT TANK 1 1/2" = 1'-0" 1 1/2" = 1'-0" 3" = 1'-0" 250,000 GAL. WATER STORAGE TANK AND PUMP BUILDING - BY OTHERS t I I j t 9 f I I I A 105 I 1 I f I 3 I ' _ _ I i •- •-• 8 NUMBER DATE DESCRIPTION A-105 06/10/19 30% REVIEWS ET PREFINISH METAL COPING FULLY ADHERED SINGLE ---PLY MEMBRANE MECHANICALLY ATTACHED SINGLE -PLY MEMBRANI TANK WALL PREFINISHED METAL COPING I WALL PACK LIGHT - SEE ELECTRICAL 07/10/19 50% REVIEW SET UP AND OVER PARAPET OVER RIGID INSULATION OVER METAL DECK 07/24/19 PRICING SET/PROGRESS SET TOP OF PARAPET 08/15/19 95% REVIEW SET TOP OF PARAPET _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — 13 10/30/19 PERMIT SET 3' - 4" i0 50 TOP OF PARAPET 4" N 4°t 13' - 4' ROOFLINE BEYOND 1 01/22/20 PLAN REVIEW RESPONSE in I I N I BOTTOM OF DECK b� HOLLOW METAL FRAME AND BOTTOM OF DECK e I 11' - 9" A.F. . 7 1/4" THICK PRECAST WALL PANEL DOOR WITH CONCRETE PAD I V - 4" A. F. F. _ — — T , Ills FINISHED FLOG 0'-0" 1- — — — — — — — — — — — — - — — — — — — — — — — — — — — � — — — — — J • • • • 7 1/4" THICK PRECAST STEEL JOIST - SEE STRUCTURAL WALL MOUNTED EXHAUST FAN BEYOND - WALL PANEL SEE MECHANICAL a W 3 FIRE PUMPHOUSE - EAST ELEVATION BUILT -TO -SUIT FOR M� LE Qo MIL 0 (Do N: 0 360 ELLINGTON Q� �° �- L. ° HOLLOW METAL FRAME AND DOOR WITH � O ROAD m z CONCRETE PAD m PREFINISHED METAL COPING ROOF DRAIN IN SUMP - SEE 6 / A-208 w DISTRIBUTION CENTER CV O 7 OPP. o► OA-105 ---- Ib -N 360 ELLINGTON ROAD —SLOPE---a- SOUTH WINDSOR, CONNECTICUT 06074 5 STONE BASE - SEE CONCRETE SLAB - BOTTOM OF TANK � STRUCUTRAL SEE STRUCTURAL FIRE WATER STORAGE TANK a „ a o� oa CD FINISHED FLOORm w m FINISHED FLOOR.o d _'00 o t . o (. o o ' . oo r . oo t . o t . eo 0 0 000. 0 ° o vo o ° o o 0' 0„ \\ \\ \\ \\ \\ \\ \\ \\AA A o /1" %ROB\//\//\//\//\//\//\//\////////\//�i/\//\//\//\//\//\//\//\//\//\//\//\//\ /\/\/\/\/\ /i //i //i i //i //i //i ° o......... /i /i oSCANNELL \ \ \\/\/\�/\/�/�/\/�/�/�/�/ \\\\\\\\\\\\\\\\eo`CONCRETEFOOTING;SEESTRUCTURAL\\\�\�\�\\\�\�\�\\\\\�\\\\\\\�\'e \�\\\�\�\\\ P o P E P T I E s /FOR SIZE AND REINFORCEMENT/ 4'\/\\\\\\\\\\\\\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\/\\/\\/\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/�\/�\/�\/\\//\//\�/\//��\ MECHANICALLY ATTACHED SINGLE -PLY // // MEMBRANE OVER RIGID INSULATION OVER METAL DECK 6 FIRE PUMPHOUSE -SECTION 2 ENLARGED FIRE PUMPHOUSE - ROOF PLAN THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS ij AND SHALL REMAIN THE PROPERTY OF THE f DESIGN PROFESSIONAL AND SHALL NOT BE 1/2" = 1'-O" 1 /8" = 1 I -On REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN y PROFESSIONAL. 23' - 0" AV THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE 5' - 0" 6'- 0" 12' - 0" PROCEEDING WITH EACH PHASE OF HIS WORK. 250,000 GAL. WATER STORAGE ,., V.I.F. C Macgregor Associates Architects, Inc. - 1987-2019 TANK AND PUMP BUILDING...` BACKGROUND REVISIONS: BY OTHERS mom MECHANICAL METAL LOUVER SEE CHA ARCHITECTURAL: BACKGROUND PLANS- 10/15/19 i I FOR TYPE AND SIZE CIVIL: CIVIL PLAN - 07/26/19 I I j i i I III ' 250,000 GAL. WATER STORAGE RAINWAT .R LEADER FROM 3 I I ( TANK AND PUMP BUILDING - —L 1 ROOF DR IN ABOVE TENANT OP's: OPERATIONAL PLAN REV C-09/13/19 BY OTHERS 7 OPP. o • . - • • s R I A-105`� L-- N 10/30/19 2019-047 I I i j I I I l i t 201 t BB 4 g v O PREFINISHED METAL ROOFLINE BEYOND I ( I j i iSHEET TITLE COPING i I i I j ! i ' ROOFLINE BEYOND PREFINISHED METAL FIRE A-105 c0 TOP OF PARAPET COPING PUMPHOUSE. } FIRE i ' 1 E 9 TOP O PAR3PE4 201 HOLLOW METAL FRAME o ij F I 13' 4"----------- PUMPHOUSE FIRE WATER STORAGE TANK P U M WALL PACK LIGHT ( AND DOOa -PAINT - a WALL PACK LIGHT ---------- --- { I — BEYOND WITH CONCRETE PAD BEYOND I 1' - —" PLANS I I 1 Ali 'v 12" WIDE X 4" HIGH i s ( ! °' _ SCUPPER OPENING Zh > 5' - 10 1/2" M PANEL HI K PRECAST M o 'I 7 ELEVATIONS it ?! 3 A-105 — FLOOR DRAIN - COORDINATE LOCATION AND SE CT i O N I; �'I T- 2 1/2" FINISHED FLOG EF WITH FIRE SPRINKLER ENGINEER FINISHED FLOOR J 11 �• 8; �) i` a - 'I 6 — — — d 0 — p' - p„ 1-' — — — — — — — — — -- — — � — — —I I — — — — — — — T 1. — — — — — — — — — — — — — .1 ...I SHEET NUMBER _ _ _ _ _ _ _ J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � — — _ — — — — — — — — — — — — - WALL MOUNTED EXHAUST FAN - SEE 7 1/4" THICK PRECAST METAL LOUVER - SEE MECHANICAL MECHANICAL FOR TYPE AND SIZE WALL MOUNTED EXHAUST FAN -SEE 7 1/4" THICK PRECAST WALL PANEL ,�-�~" 4' _ p" WALL PANEL FOR TYPE AND SIZE MECHANICAL FOR TYPE AND SIZE "T ---- 3' - 3 1/2" 15' - 8 1/2"_rl O V.LF. � , - � Ami N 4 FIRE PUMPHOUSE - SOUTH ELEVATION 1 ENLARGED FIRE PUMPHOUSE - PLAN z 5 FIRE PUMPHOUSE NORTH ELEVATIO �, 1 COMcheck Software Version 4.1.1.0 86/1' Mechanical Compliance Certificate Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: 2015 IECC South Windsor BDC South Windsor, Connecticut 5a New Construction Construction Site: Owner/Agent: Designer/Contractor: 360 Ellington Road Bradley Walthall Shawn Crabtree South Windsor, CT 06074 Scannell Properties MacGregor Associates Architects 200 NE Missouri Road Two Paces West Lees Sunnit, MO 64086 2727 Paces Ferry Road, Suite 1400 816-251-4523 Atlanta, GA 30339 bradw@scanneliproperties.com 770.432.9400 scrabtree@maamail.com Additional Efficiency Package(s) Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Mechanical Systems List Quantity System Type & Description 1 AC-1/CU-1 (Single Zone): Split System Heat Pump Heating Mode: Capacity = 14 kBtu/h, Proposed Efficiency = 10.20 HSPF, Required Efficiency = 8.20 HSPF Cooling Mode: Capacity = 12 kBtu/h, Proposed Efficiency = 21.10 SEER, Required Efficiency: 14.00 SEER Fan System: Ductless Split 1 ton -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 2 Supply, Single -Zone VAV, 600 CFM, 0.1 motor nameplate hp, 0.0 fan efficiency grade 3-ton RTU (Single Zone): Healing: 1 each - Central Furnace, Gas, Capacity = 65 kBtu/h Proposed Efficiency = 80.00% Et, Required Efficiency: 80.00 °% Et or 78% AFUE Cooling: 1 each - Single Package DX Unit, Capacity = 36 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 17.00 SEER, Required Efficiency: 14.00 SEER Fan System: RTU 3 ton -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 4 Supply, Constant Volume, 1200 CFM, 0.3 motor nameplate hp. 0.0 fan efficiency grade 4-ton RTU (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 108 kBtu/h Proposed Efficiency = 80.00% Et, Required Efficiency: 80.00 % Et or 78% AFUE Cooling: 1 each - Single Package DX Unit, Capacity = 48 kBtulh, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 17.00 SEER, Required Efficiency: 14.00 SEER Fan System: RTU 4 ton -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 5 Supply, Constant Volume, 1600 CFM, 0.8 motor nameplate hp, 0.0 fan efficiency grade 5-ton RTU (Single Zone): Heating: 1 each - Central Furnace, Gas. Capacity = 108 kBtu/h Proposed Efficiency = 80.00% Et, Required Efficiency: 80.00 % Et or 78% AFUE Cooling: 1 each - Single Package DX Unit, Capacity = 63 kBtu/h, Air -Cooled Condenser, Air Economizer Project Title: South Windsor BDC Report date: 08/13/19 Data filename: QAProject2019\191O15O-Home Depot Windsor BDC-Windsor, CT\Mech\Calculations\Energy Cod Page 1 of 15 Calculations\Windsor HVAC COMheck.cck Quantity System Type & Description Proposed Efficiency = 17.00 SEER, Required Efficiency: 14.00 SEER Fan System: RTU 5 ton -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 6 Supply, Constant Volume, 2000 CFM, 1.0 motor nameplate hp, 0.0 fan efficiency grade 2 3-ton RTU cooling only (Single Zone): Cooling: 1 each - Single Package DX Unit, Capacity = 36 kStu/h, Air -Cooled Condenser, No Economizer, Economizer exception: Humidity Requirements Proposed Efficiency = 17.00 SEER, Required Efficiency: 14.00 SEER Fan System: RTU 2 ton -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 3 Supply, Constant Volume, 800 CFM, 0.3 motor nameplate hp, 0.0 fan efficiency grade 6 Gas Space Heaters (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 1443 kBtu/h Proposed Efficiency = 92.00% El, Required Efficiency: 80.00 % Et Fan System: Space Heaters -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 9 Supply, Constant Volume, 9000 CFM, 5.0 motor nameplate hp, 0.0 fan efficiency grade 1 2-ton RTU (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 52 kBtu/h Proposed Efficiency = 80.00% Et, Required Efficiency: 80.00 % Et or 78% AFUE Cooling: 1 each - Single Package DX Unit, Capacity = 25 kBtu/h, Air -Cooled Condenser, No Economizer, Economizer exception: None Proposed Efficiency = 14.00 SEER, Required Efficiency: 14.00 SEER Fan System: RTU 2 ton -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 3 Supply, Constant Volume, 800 CFM, 0.3 motor nameplate hp, 0.0 fan efficiency grade 1 7-1/2 ton RTU (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 85 kBtu/h Proposed Efficiency = 80.00% Et, Required Efficiency: 80.00 % Et or 78% AFUE Cooling: 1 each - Single Package DX Unit, Capacity = 90 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 13.90 EER, Required Efficiency: 11.00 EER + 12.6 IEER Fan System: RTU 7.5 ton -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 7 Supply, Constant Volume, 2400 CFM, 1.0 motor nameplate hp, 0.0 fan efficiency grade Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Donald H. Sheffield, PE 10/3012049 Name - Title Signature Date Project Title: South Windsor BDC Report date: 08/13/19 Data filename: Q:\Project2019\1910150-Home Depot Windsor BDC-Windsor, CT\Mech\Calculations\Energy Cod Page 2 of 15 Calculations\Windsor HVAC COMheck.cck EQUIPMENT SCHEDULES - H.V.A.C. GRILLES, REGISTERS & DIFFUSERS TAG MODEL DUTY NECK FACE SIZE DAMPER TYPE ACCESSORIES A TMS SUPPLY SEE DWG 24X24 U.N.O YES STEEL 1 B TMS SUPPLY SEE DWG 12X12 YES ALUMINUM 1 C 5OF RETURN SEE DWG 24X24 NO ALUMINUM D 5OF EXHAUST SEE DWG 12X12 YES ALUMINUM 1 E T-700L DOOR GRILLE SEE DWG NECK +2-1/4" NO ALUMINUM 2 F 5OF RETURN SEE DWG 12x12 NO ALUMINUM G 3ORL TRANSFER SEE DWG SEE DWG NO STEEL H TBDI-10 SUPPLY SEE DWG 48' LONG X 2 SLOT YES STEEL 3 1 TBR-30 RETURN SEE DWG 4T LONG X 2 SLOT YES STEEL NOTES: A. REFER TO ARCHITECTURAL DRAWINGS FOR TYPE OF CEILING AND/ OR SUSPENSION SYSTEM. B. FINISH SHALL BE STANDARD OFF WHITE (DOOR GRILLE FINISH TO BE COORDINATED W/ARCHITECT). C. COORDINATE DOOR GRILLE INSTALLATION WITH GENERAL CONTRACTOR. ACCESSORIES: 1. MANUAL VOLUME DAMPER. 2. AUXILIARY FRAME. 3. INSULATED PLENUM, I- SLOTS SELECTIONS ARE BASED ON PRODUCTS BY TITUS. ELECTRIC HEATERS TAG MODEL No. KW CFM FAN HP MOUNTING WEIGHT (LB) ACCESSORIES EUH-1 5100 7.5 700 1/50 WALL 54 1,2,3,4 EWH-Al toA3 AFH 3 245 FRAC. WALL@ 12"A.F.F. 55 1,2,5 EWH-B], 82 AFH 1.5 245 FRAC. WALL 12"A.F.F. 55 1,2,5 ECH-1 RCH 3 425 FRAC. CEILING 50 1,2,3,6 ACCESSORIES: 1. INTEGRAL THERMOSTAT & DISCONNECT SWATCH. 2. AUTO -RESET THERMAL OVERLOADS. 3. LOUVER DIFFUSER 4. WALL MOUNTING BRACKET 5. RECESSED WALL FRAME - COORDINATE/CONFIRM WITH ARCHITECTURAL 6. RECESS/LAY-IN MOUNTING FRAME SELECTIONS BASED ON PRODUCTS BY Q-MARK. C ROOF TOP UNIT - NATURAL GAS FIRED HEATING & COOLING ONLY COOLING HEATING (NATURAL GAS) TAG TYPE NOMINAL TONS DUTY AREA MODEL NO. TOTAL CFM OA CFM " ESP MAX. FAN WEIGHT (LBS) ACCESSORIES MBH COOL. TOTAL MBH COOL. SENSIBLE EER IEER HEAT INPUT HEAT OUTPUT EFF. % HP MBH MBH RTU-1 MSAV 7.5 HEAT/COOL BREAK RM. LGH094 3000 400 0.75" 3.75 90.2 54.1 13.9 - 130.0 84.5 80 1411 1,2,3,4,5,6,7,8,9,10,11,12,13,16,17,18 RTU-2 MSAV 3 HEAT/COOL NE EXTERIOR OFFICES LGH036 1200 120 0.50' 1/3 35.8 27.2 12.7 17.0 65.0 52.0 80 762 1,2,3,4,5,6,7,8,9,10,11,12,16,17 RTU-3 MSAV 4 HEAT/COOL OPEN OFFICE LGH048 1600 80 0.50" 3/4 48.4 39.6 12.7 17.0 108.0 86.0 80 800 1,2,3,4,5,6,7,8,9,10,11,12,16,17 RTU-4 CV 2 COOL/HEAT CONFERENCE KG8024 800 170 0.59, 1/4 24.6 18.6 12.5 14.0 65.0 52.0 80.0 640 1,3,4,5,6,7,8,9,11,12,14,15 RTU-5 MSAV 3 HEAT/COOL DRIVER'S LOUNGE LGH036 1200 120 0.50" 1/3 35.8 27.2 12.7 17.0 65.0 52.0 80 762 1,2,3,4,5,6,7,8,9,10,11,12,16,17 RTU-6 MSAV 5 HEAT/COOL RECEPTION/ENTRY LGH060 2000 140 0.50" 1 62.5 44.3 12.7 17.0 108.0 86.0 80 806 1,2,3,4,5,6,7,8,9,10,11,12,16,17 RTU-7 SAV 3 COOLING MDF LCH036 960 80 0.50" 112 35.8 24.7 12.7 18.0 640 1,2,3,4,5,6,7,8,9,10,11,12,16,17 RTU-8 SAV 3 COOLING MDF LCH036 960 80 0.50" 1/2 35.8 24.7 12.7 18.0 640 1,2,3,4,5,6,7,8,9,10,11,12,16,17 NOTES: A. COOLING CAPACITY BASED ON 80 DEG F. ,db/67 DEG. F.,wb INDOOR EAT AND 95 DEG. F. &OUTDOOR EAT B. MIN. STEADY-STATE COMBUSTION EFFICIENCY OF80%. C. COORDINATE ALL CONTROLS/BMS INTERFACE REQUIRMENTS WITH ENTEK CONTROLS, JOHN WALKER, 770.449.1222, JWALKER@ENTEK-INC.COM D. SPACE TEMPERATURE/HUMIDITY/CO2 SENSORS AS APPLICABLE -COORDINATE WITH CONTROLS/BMS. PROVIDE THE FOLLOWING FEATURES LISTED BELOW FOR THE SYSTEM TYPES IDENTIFIED FOR EACH RTU: CV: CONSTANTVOLUME, VARIABLE TEMPERATURE. PROVIDE WITH TDAY PROGRAMMABLE AUTO CHANGEOVER ACCESSORIES: THERMOSTATWITH FAN -ON -AUTO CONTROLAND HOTGAS RE-HEATADAPTIVE DEHUMIDIFICATION 1. INSULATED STRUCTURAL ROOF CURB, SLOPED WITH ROOF PITCH TO PROVIDE LEVEL TOP MOUNTING SURFACE SYSTEM WITH HG RE-HEATCOIL, SPACE HUMIDISTATAND CONTROLS. 2. PROVIDE ECONOMIZER WITH DIFFERENTIAL ENTHALPY CONTROLAND POWERED EXHUAST 3. SINGLE POINT POWER WITH DISCONNECT/CIRCUIT BREAKER 4. COMPRESSOR SHORT CYCLE PROTECTION MSAV: MULTISTAGE AIR VOLUME FOR RTUS WITH 2-STAGE COOLING SHALL CONSISTOF MULTI -SPEED INDOOR FAN. 5. 5-YEAR COMPRESSORY WARRANTY & 10 YEAR HEAT EXCHANGER WARRANTY FAN SPEED SHALLADJUSTTO MATCH COMPRESSOR OPERATION/STAGING. PROVIDE WITH 6. HINGED ACCESS PANELS HOTGAS REHEATADAPTIVE DEHUMIDIFICATION SYSTEM, COIL, HUMIDISTAT, AND CONTROLS. 7. 15 AMP 120 VOLT GFI POWER OUTLET (POWERED IF AVAILABLE) 8. HAIL GUARDS 9. 2-INCH THICK MERV8 DISPOSABLE FILTERS 10. HUMIDITROL DEHUMIDIFICATION SYSTEM & CONTROLS 11. DOC UNIT CONTROLLER COMPATIBLE WITH BMS (BACnet) - PRODIGY M2 BACNET 1 0 0 C P F T 13. SMOKE DETECTOR IN SUPPLY AIRSTREAM WITH AUXILIARY CONTACTS FOR FACP MONITORING AND GLOBAL SYSTEM SHUTDOWN NOTE ('): UNITS PROVIDED WITH DEMAND CONTROLLED VENTILATION SHALL HAVE A BASE VENTILATION RATE EQUAL TO 15.0•35% MOTORIZED OUTDOOR AIR DAMPER AND HOOD 10% OF UNIT TOTAL AIRFLOW DURING NORMALLY OCCUPIED SEQUENCE SPACE CO2 SENSORS SHALL MODULATE OUTSIDEAIR 16. PHASE MONITOR DAMPER BETWEEN THE MINIMUM POSITION AND THE MAXIMUM POSITION (SCHEDULED OUTSIDE AIR CFM) AS 17. TUBE AND FIN COIL SYSTEM REQUIRED TO MAINTAIN ACCEPTABLE INDOOR AIR QUALITY. OUTSIDEAIR DAMPERS SHALL BECLOSED DURING UNOCCUPIED 18. DEMAND -CONTROLLED VENTILATION WITH WALL -MOUNTED CO2 SENSOR HOURS. ECONOMIZER CONTROL, WHERE APPLICABLE, SHALL HAVE CONTROL PRIORITY. LABEL ROOFTOP UNITS - SEE HVAC GENERAL NOTE 24 & 25. PROVIDE FM APPROVED REMOTE TEST STATION FOR EACH SMOKE DETECTOR, APPROPRIATLEY LABELD. MOUNT ADJACENT SELECTIONS BASED ON PRODUCTS BY LENNOX. CONTACT DEREK GAREN, DEREK.GAREN@LENNOXIND.COM, 972-497-6082. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. TO UNIT THERMOSTAT/SENSOR. WALL LOUVERS TAG MODEL No. SIZE WxH (INCHES) CFM MAX. PRESS. DROP (IN. W.C.) OPERATOR INTERLOCK MIN. FREE AREA (S.F.) ACCESSORIES WL-Al to A22 ESD-403 66x102 ELECTRIC EF-Al TO 18 24.75 1,2,3,4,5 WL-I ESD-403 72X36 8000 0.15- ELECTRIC EF-1 8.59 1,2,3,4,5,6 NOTES: A. REFER To ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND QUANTITITES OF LOUVERS. ACCESSORIES 1. MODEL 1(,D.45 INSULATED DAMPER WITH ELECTRIC ACTUATOR AND ALL NECESSARY DAMPER LINKAGES AND MOUNTING HARDWARE 2. INTERLOCK W/ ASSOCIATED FANS AS SCHEDULED 3. ADJUST ACTUATORS & LINKAGES TO PROVIDE FULL OPENING & CLOSING OF THE LOUVER. 4. KYNAR FINISH - SUBMIT COLOR CHART FOR SELECTION BY ARHCITECT 5. INTERIOR ALUMINUM BIRD/SECURITY SCREEN 6. ACTUATOR SHALL FAIL OPEN UPON LOSS OF POWER SELECTIONS ARE BASED ON GREENHECK. FANS TAG MODEL DUTY CFM S.P. MOTOR SIZE RPM DRIVE WEIGHT (LB) ACCESSORIES EF-AlTHRUEF-A18 GREENHECKRBE-3L54 WAREHOUSE VENTILATION 30,650 0.25' 5HP 535 BELT 800 1,2,3,5,6,7,8,9,14,17 EF-1 GREENHECKSB-2H30-10 FIRE PUMP VENTILATION 8000 0.375" 1 HP 920 BELT 100 6,20,21,22,23 EF-2 GREENHECK GB-081 TOILET EXHAUST 300 0.375' 1/6HP 925 BELT 65 2,4,6,8,19 EF-3 GREENHECK CSP-A110 TOILET EXHAUST 75 0.375' 51 WATTS 950 DIRECT 16 4,6,11,15,18 EF-4 GREENHECK GB-081 JANITOR EXHAUST 200 0.25" 1/6HP 800 BELT 65 2,4,6,8,19 EF-5 GREENHECK GB-081 GALLEY EXHAUST 200 0.25" 1/6HP 800 BELT 65 2,4,6,8,19 EF-6 GREENHECK GB-081 GALLEY EXHAUST 430 0.25" 1/6HP 1100 BELT 65 2,4,6,8,19 EF-7 GREENHECK GB-121 TOILET EXHAUST 750 0.375' 1/4 HP 1000 BELT 75 2,4,6,8,19 EF-8 GREENHECKSEI-16.428-B6 PLENUM VENTILATION 1000 0.25' 1/6HP 990 DIRECT 30 6,16,10 EF-9 GREENHECK CSP-Al10 TOILET EXHAUST 75 0.375" 51 WATTS 950 DIRECT 16 4,6,11,15,18 Er-10 GREENHECK CUBE-180 BATTERY CHARGING 2400 0.25" 1/4 HP 745 BELT 130 2,4,6,10,12 ACCESSORIES: 1. TALL BASE 20. WALL HOUSING WITH MOTOR SIDE GUARD 2. PREFABRICATED INSULATED ROOF CURB, SLOPED -BASED TO PROVIDE LEVEL MOUNTING SURFACE 21. WALLTHERMOSTAT WITH SWITCHING SUBBASE 3. MOTOR STARTER WITH PUSHBUTTON CONTROL,120 VOLT DAMPER CONTROL OUTPUT, AND BACNET INTERFACE (GREENHECK MSEM) 22. MOTORIZED DISCHARGE DAMPER WITH EDGE SEALS 4. GRAVITY BACKDRAFT DAMPER FLUSH EXTERIOR MOUNTING. PAINT TO MATCH LOUVERS. 5. EXTENDED LUBE LINES 23. ACTUATE FROM FIRE PUMP CONTROLLER AUXILIARY 6. DISCONNECT SWITCH CONTACTS IN ADDITION TO THERMOSTAT 7. INSULATED HOOD, 1-INCH THICK FIBERGLASS 8. BIRDSCItEEN 9. CONTROLLED BY BMS (NORMAL VENTILATION) AND TOXIC GAS CONTROLLER (PRIORITY OVERRIDE). 10. CONTINUOUS OPERATION 11. VIBRATION ISOLATION HANGERS 12. HI -PRO POLYESTER COATING ON AIRSTREAM COMPONENTS 13. WALL CAP WITH SCREEN 14. CABLETIE-DOWN BRACKETS 15. ROOF CAP WITH SCREEN 16. WALL MOUNT HOUSING, MOTOR SIDE GUARD, DISCHARGE SHUTTER 17. MOTORIZED DAMPER POWERED FROM FAN CIRCUIT (SINGLE -POINT CONNECTION). PROVIDE TRANSFORMER FOR ACTUATOR AS REQUIRED. 18. CONTROL WITH WALL SWITCH 19. CONTROLLED BY BMS ON TIME OF DAY SCHEDULE(OCCUPIED/UNOCCUPIED) SELECTIONS ARE BASED ON PRODUCTS BY GREENHECK. DUCTLESS SPLIT SYSTEM MODEL No. TOTAL MAX FAN MBH MBH MIN. MBH TAG MANUFACTURER TYPE FCU/COND.UNIT SERVES CFM HP ESP TOT SENS SEER TOT ACCESSORIES COOL COOL HEAT AC- 1/CU-1 MITSUBISHI DUCTLESS PEAD-Al2/PUZ.AI2 REMOTEOFFICE 300-400 1 FRAC. 0.40" 12.0 1 10.0 1 21.1 14.0 1,2,3,4,5,6,7 NOTES: A. COOLING CAPACITY BASED ON 80 DEG. F. db/67 DEG. F. wit INDOOR ENTERING AIR TEMPERATURE AND 95 DEG. F. db ENTERING OUTDOOR UNIT. B. HEATING CAPAPCITY BASED ON 47 DEGREES F. db ENTERING OUTDOOR UNIT. ACCESSORIES: 1. LOW AMBIENT CONTROL DOWN TO 0 DER F. 2. FILTER. 3. INDOOR AC UNIT POWERED FROM OUTDOOR UNIT, OUTDOOR DISCONNECT FURNISHED BY MECHANICAL, INSTALLED BY ELECTRICAL 4. WIRED REMOTE CONTROLLER OPTION 5. CONDENSATE PUMP WITH CHECK VALVE AND DRAIN PAN LEVEL SENSOR 6. R-410a REFRIGERANT. 7. INTERCONNECTING POWER WIRING FROM OUTDOOR UNIT TO INDOOR EQUIPMENT SELECTIONS BASED ON PRODUCTS BY MITSUBISHI. NATURAL GAS SPACE HEATER - DIRECT -FIRED TAG MODEL No. TOTAL CFM MIN. OACFM MAX FAN ESP MBH GAS MBH GAS HEATING FUEL WEIGHT ACCESSORIES HP INPUT OUTPUT EFFICIENCY TYPE (LB) SH -Alto A6 DGX-12O-H32 1 9000 9000 5 1 0.25" 1443 1 1327 92% NAT, 1980 1 THROUGH 15 ACCESSORIES: 1. FACTORY SUPPLIED 3-WAY DISCHARGE DIFFUSER WITH 45-DEGREE ELBOW 2. DOWNBLAST DISCHARGE SECTION 3. MOTORIZED OUTLET DAMPER 4. BACNET MICROPROCESSOR CONTROLLER/BMS INTERFACE; INTERMITTENT FAN OPERATION, SUPPLEMENTAL HEAT APPLICATION 5. CONTROL CENTER WITH DISCONNECT & STARTERS 6. EXTENDED LUBE LINES 7. SERVICE RECEPTACLE, 115 VOLT, GFCI, NEMA 3R 9. DUCT SMOKE DETECTOR IN SUPPLY AIR STREAM - COORDINATE WITH FIRE PROTECTION 11. V-BANK FILTER SECTION WITH 2-INCH ALUMINUM MESH FILTERS NOTE: 12. MAXITROL 44 ELECTRONIC MODULATION ROOM TEMPERATURE CONTROLS LABEL ROOFTOP UNITS - SEE HVAC GENERAL NOTE 24 & 25. 13. FREEZESTAT - BLOWER PROVIDE FM APPROVED REMOTE TEST STATION FOR EACH SMOKE DETECTOR, 14. DUCT LINER INSULATION APPROPRIATLEY LABELD. MOUNT ADJACENT TO UNIT THERMOSTAT/SENSOR. 15. INSULATED ROOF CURB - COORDINATE ROOF SLOPE FOR LEVEL TOP MOUNTING SURFACE SELECTIONS BASED ON PRODUCTS BY GREENHECK. HVLS FANS TAG MODEL DUTY CFM S.P. MOTOR SIZE RPM DRIVE WEIGHT (Lb) ACCESSORIES HVLS-Al TO A21 BIG ASS POWERFOIL X3.0 HVLS CIRCULATION - 24 Fr. 350,000 2 HP VARIABLE DIRECT 347 1,2 NOTES: 1. WAREHOUSE CIRCULATION FANS (HVLS) SHALL BE SUSPENDED FROM STRUCTURE AS AN ASSEMBLY. SEE WAREHOUSE PLAN FOR LOCATIONS. 2. HVLS FANS ARE SPECIAL PURCHASE- SEE SPECIFICATIONS, CONTACT PETE NUCKOLS @ 859-629-7548OR PETENUCKOLS@BIGASSSOLUTIONS.COM ACCESSORIES: 1. BMS CONTROL, AUTOMATIC WITH MANUAL OVERRIDE CAPABIUTY, BASED ON SPACE TEMPERATURES MONITORED AT FLOOR AND BELOW ROOF DECK. COORDINATE WITH CONTROLS CONTRACTOR. 2. FIRE CONTROL SYSTEM INTERFACE -COORDINATE WITH FIRE PROTECTION PROPELLER FANS ::1 TAG MODEL DUTY CFM S.P. MOTOR SIZE RPM DRIVE WEIGHT (Lb) ACCESSORIES PF-Al to A4 AD MFG. CF60 PADDLE FAN 9415 10OW 330 DIRECT 20 1 NOTES: 1. CEILING PADDLE FANS SHALL BE SUSPENDED FROM STRUCTURE. COORDINATE MOUNTING HEIGHT WITH ARCH. ACCESSORIES: 1. WHITE FINISH, CN5 4-SPEED CONTROL, REVERSIBLE LUL 1& 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 twuaun,y� uCON sty' VA, N0.27670 r �� �/CENt3E����r�` SS�Q AL CONSULTANT Jordan & Skala Engineers 4275 Shockleford Rd... Suite 200 Norcross. GA 30093-2997 p. 770.447.5547. f. 770.448.0262 Project Number: 1910150 Drown By:MLW Checked By:DHS 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 95% REVIEW SET 10/30/19 PERMIT SET 01/22/20 PLAN REVIEW RESPONSE PROJECT•' • BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL P R O P F. 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. BACKGROUND -REVISIONS: ARCHITECTURAL: BACKGROUNDS PLANS 10/15/19 CIVIL: CIVIL PLAN 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C 09/05/19 T2019-047 10/30/19 SHEET TITLE EQUIPMENT SCHEDULES - H.V.A.C. SHEET NUMBER M=003 N.T.S. OWNER TO MAINTAIN VISUAL AND OBSTRUCTION CLEARANCE CURB LINE MINIMUM I IN. o - STEEL PIPE iv 3'-0" q FILLED WITH CONCRETE AND TYP. ROUNDED TOP 3'-0" o ¢ TYP. _-O HYDRANT, PIVJ OR FDC BOLLARD PLACEMENT IN PAVEMENT AREAS 18 IN HOLE C:Lw FILLED WITH CONCRETE ALL BOLLARDS SHALL BE PAINTED SAFETY YELLOW `-HYDRANT, PIV OR FDC BOLLARD PLACEMENT ALONG CURB LINE TYPICAL BOLLARD PLACEMENT DETAILS 6 SCALE: NTS ACCORDANCE WITH LOCAL REQUIREMENTS; PROVIDE MUELLER ±T-0" TO ti VALVE CENTURIONS WITH 5-1/4 IN. PUMPER PRIVATE HYDRANT OPERATING NUT (UNO) OUTLET AND 2-1/2 IN. OUTLETS; (OPEN RIGHT) FINAL HYDRANT MODEL TO BE CONFIRMED BY CONTRACTOR AND DWG D APPROVED BY THE LOCAL AHJ SYMBOL co CONCRETE PAD 3%z' x T-0" SQ. i FINISHED GRADE DRY BARREL FIRE HYDRANT THRUST BLOCK PER NFPA 24 amo OWU Z p :E _ a� af� 6 IN. AWWA GATE VALVE; INSTALL NO MORE THAN 20 FT FROM HYDRANT ALL -THREAD ROD (TYP) HYDRANT WITH ROAD BOX SCALE: NTS I I 3 I a I 3 I ROADWAY BOX DWG SYMBOL CONCRETE PAD 3YF x 2'-0" SQ. FINISHED GRADE z co 0 UJ U L p UJ Of - AWWA GATE VALVE SECTIONAL VALVE (D&T�ROL DESIGN WATER FLOW DATA STATIC PRESSURE (PSI) RESIDUAL PRESSURE (PSI) WATER FLOW (GPM) 84 74 1,250 THE WATER DATA WAS REPORTED BY THE WATER AUTHORITY, MDC, ON AUGUST 8, 2018. HOWEVER, PER DISCUSSIONS WITH MDC AND BASED ON THEIR SYSTEM, HYDRAULIC WATER MODEL, AND AN AVAILABILITY AND CAPACITY LETTER FOR THIS PROJECT (DATED NOVEMBER 9, 2018) ONLY 1,400 GPM CAN BE DELIVERED TO THE PROJECT SITE. THEREFORE, A FULL-SIZE (250,000-GALLON) GROUND -LEVEL SUCTION TANK WILL BE PROVIDED FOR THE PROJECT. THIS DATA IS PROVIDED HEREIN FOR REFERENCE ONLY AND IS REPRESENTATIVE OF A REASONABLE AVERAGE DAILY SUPPLY FOR TANK FILLING PURPOSES ONLY. REFER TO FP401. 6 IN. GALVANIZED STEEL PIPE DWG SYMBOL C`J 00 PROVIDE MECHANICAL RESTRAINTS PER NFPA 24 FIRE DEPARTMENT CONNECTION PER LOCAL REQUIREMENTS; SIAMESE CONNECTION FDC SIGN SHALL BE REFLECTIVE WITH WHITE BACKGROUND AND MIN. 6 IN. RED BLOCK LETTERS PRECAST FROSTPROOF VAULT FINISHED GRADE 6 IN. SWING -TYPE 5 '-0" MIN, OR AS E'-0" MIN, OR ASCHECK VALVE REQUIRED BY WITH BALL DRIP JURISDICTION IN. D.I.P./ PVC FIRE DEPARTMENT CONNECTION SCALE: NTS 3.,..y 1 I i I N Y ^ 1 I i i r w� ..:.:.....axx : I I a' "•w•M"�"'��. •' `••.,,, a' PROJECT „ N RTH FIRE PROTECTION SITE PLAN AND ROOF LEVEL SYSTEMI SCALE, 1 = 80 -0 0 80' 160' INSTALL FLANGE 8 IN. A.F.F. & "TWO HOLE". (ORIENT 2 HOLES PARALLEL TO WALL) STEEL RISER REDUCER (AS-,-. PIPE PIPE SLEEVE THROUGH FLOOR; SLEEVE SHALL BE � NOMINALLY 2 IN. LARGER DIAMETER THAN LEAD-IN PIPE SIZE E ROD DIAMETER / NUMBER COMBINATIONS NOMINAL PIPE SIZE A.T.ROD DIAMETER % IN. %4 IN. /6 IN. 1 IN. 6IN, 2 - - - 8 IN. 3 2 - 10 IN. 4 3 2 - 12 IN. 6 4 3 2 -ERIOR WALL P. RISER ]SHED FLOOR LEVEL :^ CONCRETE FOOTING 12 IN. MINIMUM CLEARANCE IN ACCORDANCE WITH NFPA 24 ALL -THREAD ROD_1____e __1, AND TIE BOLT THRUST BLOCK ", NOTE: ALL FIRE WATER LEAD-INS REQUIRE BOTH PER NFPA 24 CONCRETE THRUST BLOCKS AND MECHANICAL RESTRAINT. .f 2 FIRE RISER LEAD—IN SCALE: NTS GENERAL NOTES 1. ALL UNDERGROUND PIPING, VALVES, AND APPURTENANCES (DOWNSTREAM OF THE FIRE PUMP) SHALL BE RATED FOR A MINIMUM WORKING PRESSURE OF 175 PSI. 2. THE TOP OF ALL UNDERGROUND MAINS SHALL HAVE A MINIMUM DEPTH OF COVER BELOW EARTH GRADE AS REQUIRED BY LOCAL BUILDING CODES OR NFPA 24, WHICHEVER IS GREATER. 3. UNDERGROUND MAINS UPSTREAM OF THE FIRE PUMP SHALL BE MECHANICALLY RESTRAINED AGAINST MOVEMENT AT ALL PIPE JOINTS, INCLUDING ALL CHANGES IN DIRECTION, BEHIND TEES, HYDRANTS, DEAD END LINES OR CAPPED TEES, AND PIPE -TO -PIPE JOINTS. ALTERNATIVELY, MINIMUM REQUIRED PIPE LENGTHS SHALL BE MECHANICALLY RESTRAINED AT ALL CHANGES IN DIRECTION (AS NOTED) OR THRUST BLOCKS USED IF, AND ONLY IF, CALCULATIONS ARE PROVIDED PROVING THE MINIMUM RESTRAINED LENGTH OR BEARING AREA OF THRUST BLOCKS. MECHANICAL JOINT RESTRAINTS AND/OR THRUST BLOCKS SHALL BE DESIGNED IN ACCORDANCE WITH NFPA 24 BASED UPON A WORKING PRESSURE OF 150 PSI AND THE SOIL RESISTANCE (I.E., HORIZONTAL BEARING STRENGTH) AS DETERMINED BY THE GEOTECHNICAL/SOILS ENGINEER, USING A MINIMUM SAFETY FACTOR OF 1.5. 4. UNDERGROUND MAINS DOWNSTREAM OF THE FIRE PUMP SHALL BE MECHANICALLY RESTRAINED AGAINST MOVEMENT AT ALL PIPE JOINTS, INCLUDING ALL CHANGES IN DIRECTION, BEHIND TEES, HYDRANTS, DEAD END LINES OR CAPPED TEES, AND PIPE -TO -PIPE JOINTS. ALTERNATIVELY, MINIMUM REQUIRED PIPE LENGTHS SHALL BE MECHANICALLY RESTRAINED AT ALL CHANGES IN DIRECTION (AS NOTED) OR THRUST BLOCKS USED IF, AND ONLY IF, CALCULATIONS ARE PROVIDED PROVING THE MINIMUM RESTRAINED LENGTH OR BEARING AREA OF THRUST BLOCKS. MECHANICAL JOINT RESTRAINTS AND/OR THRUST BLOCKS SHALL BE DESIGNED IN ACCORDANCE WITH NFPA 24 BASED UPON A WORKING PRESSURE OF 175 PSI AND THE SOIL RESISTANCE (I.E., HORIZONTAL BEARING STRENGTH) AS DETERMINED BY THE GEOTECHNICAL/SOILS ENGINEER, USING A MINIMUM SAFETY FACTOR OF 1.5. 5. ALL FIRE WATER LEAD-INS (I.E., MAIN BUILDING AND FIRE PUMP HOUSE) SHALL BE PROVIDED WITH BOTH MECHANICAL JOINT RESTRAINTS AND CONCRETE THRUST BLOCKS. EACH THRUST RESTRAINT METHOD SHALL BE INDIVIDUALLY PROVIDED IN ACCORDANCE WITH NFPA 24 AS IF IT WERE THE ONLY RESTRAINT METHOD BEING UTILIZED FOR THE FIRE WATER LEAD-IN. 6. ALL UNDERGROUND RODS, NUTS, BOLTS AND WASHERS SHALL BE COATED WITH AN ACCEPTABLE CORROSION -RETARDING MATERIAL. CORROSION PROTECTION SHALL MEET THE REQUIREMENTS OF NFPA 24. 7. FIRE DEPARTMENT CONNECTION(S) ("FDC[S]") SHALL BE PROVIDED WHERE INDICATED ON THIS DRAWING (FP101). 8. ALL UNDERGROUND PIPING SHALL BE HYDROSTATICALLY TESTED FOR 2 HOURS IN ACCORDANCE WITH NFPA 24. PIPING UPSTREAM OF THE FIRE PUMP SHALL BE HYDROSTATICALLY TESTED AT 200 PSI. PIPING DOWNSTREAM OF THE FIRE PUMP (INCLUDING THE FDC PIPING) SHALL BE HYDROSTATICALLY TESTED AT 225 PSI. BEFORE TESTING, THE TRENCH SHALL BE BACKFILLED BETWEEN JOINTS. ALL JOINTS SHALL BE LEFT EXPOSED DURING THE TEST [NFPA 24 §10.10.2.2.41. IT IS ULTIMATELY THE CONTRACTOR'S RESPONSIBILITY TO ENSURE A SAFE WORK SITE AND TO FIND AND REPAIR ANY EXCESSIVE LEAKS BEYOND WHAT IS PERMISSIBLE BY NFPA 24. 9. GUARD POSTS SHALL BE PROVIDED AROUND ALL ABOVEGROUND FIRE WATER SUPPLY COMPONENTS SUBJECT TO VEHICULAR DAMAGE (E.G., HYDRANTS). THE POSTS SHALL BE A MINIMUM OF 6 IN. SCHEDULE 40 STEEL PIPE FILLED WITH CONCRETE. THE TOP OF EACH POST SHALL BE 4 FT ABOVE GRADE LEVEL AND SHALL EXTEND A MINIMUM OF 3 FT BELOW GRADE. POSTS SHALL BE ANCHORED IN CONCRETE. A MINIMUM CLEAR SPACE OF 3 FT SHALL BE PROVIDED BETWEEN EACH POST AND THE COMPONENT BEING PROTECTED. 10. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT RISER LEAD-IN LOCATIONS. THE CONTACTOR SHALL COORDINATE THE CONCEPTUAL LOCATIONS SHOWN ON THESE DRAWINGS WITH STRUCTRUAL FOUNDATIONS, DOOR POSITIONS, ETC. 11. REFER TO THE CIVIL UTILITY DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. IN THE EVENT OF CONFLICTS, SUBMIT RFI TO THE ATTENTION OF BOTH THE CIVIL AND FIRE PROTECTION ENGINEERS FOR RESOLUTION. 12. ALL UNDERGROUND PRIVATE FIRE SERVICE MAIN PIPING, INCLUDING THE FDC AND WATER STORAGE TANK FILL PIPING, SHALL BE COMPLETELY FLUSHED IN ACCORDANCE WITH NFPA 20 AND NFPA 24 PRIOR TO CONNECTION TO ABOVEGROUND FIRE SPRINKLER PIPING. FLUSHING PROCEDURES ARE SUBJECT TO THE APPROVAL OF THE FIRE PROTECTION ENGINEER AND THE AUTHORITIES HAVING JURISDICTION, INCLUDING THE WATER AUTHORITY. 13. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE THEIR CONTRACTORS FOR THE FLUSHING PROCEDURE. 14. THE INSTALLING CONTRACTOR SHALL SUBMIT THEIR FLUSHING PROCEDURES FOR REVIEW. THE PROCEDURE SHALL INCLUDE THE FOLLOWING CRITERIA (FROM NFPA 20 AND NFPA 24): a. UNDER NO CIRCUMSTANCES SHALL THE PRESSURE ON THE PUBLIC WATER SUPPLY BE ALLOWED TO DROP BELOW 20 PSI. b. IF THE FLUSHING RATES AND/OR DURATIONS INDICATED BELOW ARE NOT ACHIEVABLE WITHOUT THE FIRE PUMP, ADDITIONAL FLUSHING WILL BE REQUIRED AFTER THE FIRE PUMP ACCEPTANCE TEST. c. THE FLOW RATE (GPM) DURING EACH FLUSHING OPERATION SHALL BE MEASURED. AN INDIRECT MEASUREMENT OF THE FLOW BASED ON A CURRENT (DAY OF FLUSHING) FLOW TEST IS SUFFICIENT. THE A FIRE PUMP IS NECESSARY TO OVERCOME PRESSURE LOSSES IN THE SYSTEM IN ORDER TO ACHIEVE THE NECESSARY MINIMUM FLOW RATES; THEREFORE, THE FIRE PUMP SHALL FIRST BE ACCEPTANCE TESTED AND THE INDIRECT MEASUREMENT FOR THE FLUSHING OPERATIONS DOWNSTREAM OF THE FIRE PUMP SHALL BE OBTAINED FROM A COMPARISON TO THE DATA FROM THE FIRE PUMP FLOW TEST RESULTS. d. THE MINIMUM FLUSHING DURATION SHALL BE BASED ON THE LENGTH OF THE PIPING TO BE FLUSHED DIVIDED BY THE MINIMUM FLUSHING VELOCITY (I.E., 10 FPS). A SAFETY FACTOR OF AT LEAST 2 SHALL BE APPLIED TO THE MINIMUM FLUSHING DURATION TO ACCOUNT FOR LARGER OBJECTS THAT MAY BE ROLLING ALONG THE BOTTOM OF THE PIPE RATHER THAN TRAVELING WITHIN THE WATER STREAM. e. THE 10 IN. UNDERGROUND PRIVATE FIRE SERVICE MAIN LOOP AND FIRE SPRINKLER SYSTEM LEAD-INS DOWNSTREAM OF THE FIRE PUMP SHALL BE FLUSHED AT A MINIMUM FLOW RATE OF 2,440 GPM. f. THE UNDERGROUND PRIVATE FIRE SERVICE MAIN LOOP AROUND THE BUILDING SHALL BE FLUSHED IN SUCH A MANNER SO AS TO ACHIEVE FULL FLUSHING WITH AN OVERLAP OF THE FLUSHED SEGMENTS - WITH AN ISOLATION VALVE CLOSED, FLUSH CLOCKWISE, THEN WITH A DIFFERENT ISOLATION VALVE CLOSED, FLUSH COUNTERCLOCKWISE PAST THE PREVIOUS OUTLET. g. AFTER THE LOOP HAS BEEN FLUSHED, ALL REMAINING SPRINKLER SYSTEM LEAD-INS SHALL BE FLUSHED. h. EACH FIRE HYDRANT SHALL BE FULLY OPENED AND CLOSED UNDER FULL SYSTEM PRESSURE AND CHECKED FOR PROPER DRAINAGE. THE 6 IN. FIRE HYDRANT LATERALS SHALL BE FLUSHED AT A MINIMUM FLOW RATE OF 880 GPM. 15. CONTRACTOR SHALL PROVIDE A COPY OF THE CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING (REFER TO NFPA 24) IN ADDITION TO ANY PHOTOS OR OTHER DOCUMENTATION OF THE FLUSHING FOR THE PROJECT RECORD. LEGEND ORISER BANK NUMBER DESIGNATION O# RISER COUNT LUL A 11�_ A, d6w 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 41111111]I harrington Fire Protection Engineering Forenslc Fire Engineering Property Loss Control 3237 Satellite Boulevard Suite 525 Duluth, GA 30096 770-564.3505 www.hgl-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 BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 {' SCANNELL P R O 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. ARCHITECTURAL: BACKGROUNDS PLANS / 10/15/19 CIVIL: CIVIL PLAN / 07/26/19 TENANT OP'S: OPERATIONAL PLAN REV C / 09/13/19 10/30/19 r2019-047 SHEET TITLE FIRE PROTECTION SITE PLAN & DETAILS FP1 01 3 SENSING LINE ONE EACH FOR FIRE PUMP AND JOCKEY PUMP CONTROL PANELS Y2 IN. CHECK VALVE WITH %21N. HOLE I JOCKEY PUMP FIRE PUMP CONTROL PANEL Yz IN. SCH. 40 BRASS PIPE 5'-0" DISTANCE Y2IN. CHECK VALVE WITH Y321N. HOLE 2 I • 0a If FROM DISCHARGE SIDE ,yS OF FIRE PUMP ANDTiff �Y21N. THR. BRASS TEE, TYP JOCKEY PUMP PIPING, SEE PLANS FOR LOCATION GAUGE VALVE ASSEMBLY, TYP 72IN. GLOBE VALVE Yz IN. X 2 IN. BRASS NIPPLE Y4 IN. 3-WAY VALVE Y2IN. GLOBE VALVE Y4 IN. X 3 IN. BRASS NIPPLE �9 Y2 IN. X Y4 IN. BRASS HEX BUSHING LYz IN. PLUG — FIRE AND JOCKEY PUMP SENSING LINES SCALE: NTS 31 DISCHARGE PUMP DISCHARGE FLANGE FIRE PUMP PAD r PUMP SUCTION FLANGE COMPLETELY FILL THE FIRE PUMP FRAME WITH NON -SHRINK GROUT IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 20 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. a! I�-u UMPSCA ENSURE EXHAUST PIPE ARE 10 FT. CLEAR FROM ANY BUILDING OPENING. PROVIDE BIRD SCREEN FOR EXHAUST OUTLET. 14 (Dt,l���UMP SECTION FIRE PUMP 9 RELI EF VALVE NTS SCALE: 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. ZO Z CONTRACTOR SHALL PROVIDE PERMANENTLY POSTED SIGNAGE ON INTERIOR WALL OF PUMP HOUSE INSTRUCTING VALVES TO BE CLOSED SLOWLY TO AVOID WATER HAMMER. o O CONNECTION TO 23 v 2 MANUAL FILL LINE; N O © x7 REFER TO D TAIL #1 22 7, BACKFLOW 2 5 ' JP-1 SSE2MB LY I9 fry O� 32 U 2 f PIPE SLEEVE THROUGH FLOOR; 26 d SLEEVE SHALL BE NOMINALLY 2 IN. LARGER DIAMETER THAN LEAD-IN PIPE SIZE FIRE PUMP 4 HOUSE SECTION SCALE. 1/4 - 1 -0 0 2' a' B' Graphic Scale: 1 /4" = 1'-0" DIESEL FIRE PUMP NOTES 1. A COMPLETE DIESEL ENGINE -DRIVEN FIRE PUMP AND ASSOCIATED PUMP ROOM INSTALLATION SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 20 AND NFPA 24, AND THE DRAWINGS AND SPECIFICATIONS. 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 165 PSI; f. THE PIRE 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 TC) TF4p nAY-nP TFCTINI(r T() rC)NFIRl1/I ANTI ENRI IRE PR(IPFR PF=PF2FRFNTATI\/FR 1A/ILI RE PRFRFNT, 9. COORDINATE DEVICE AND EQUIPMENT LOCATIONS IN THE PUMP ROOM WITH ACTUAL DOOR PLACEMENT. FIRE PUMP 8 TEST HEADER SCALE: NTS 2 IN. FLASH ARRESTOR VENT LOCATED OUTSIDE WHEN PENETRATED THROUGH WALL NOTE: JOCKEY PUMP DISCHARGE CONTROL VALVE SHALL BE WITHIN 2 FT. OF TIE-IN "" 1Y21N. FUEL POINT TO FIRE PUMP DISCHARGE PIPING. AND JOCKEY PUMP SENSING LINE OUTLET LEVEL GAUGE SHALL BE AS CLOSE AS PRACTICAL TO JOCKEY PUMP DISCHARGE CONTROL VALVE. z 2 IN. PLUG (OPTIONAL MAIN TANK FUEL LEVEL ©X2 z 1-ni 23 MONITOR SWITCH) 23 OR In J w24 Z) w O o O woo Z71 >C000p J V ( a Wwow Qw O. -Ja U a of w a a � 6 JOCKEY PUMP SCALE: NTS 1 IN. x 0'-3" BLK. NIPPLE,- 1 IN. BALL VALVE, 1 IN. PLUG FUEL TANK LEAK SWITCH 1 IN. x 0'-3" BLK. NIPPLE, 1 IN. BALL VALVE, 1 IN. PLUG NOTE: FUEL TANK SHALL BE OF SUFFICIENT ELEVATION TO ENSURE THE FUEL SUPPLY PIPE CONNECTION ON THE TANK IS NO LOWER THAN THE LEVEL OF THE ENGINE FUEL TRANSFER PUMP ON THE ENGINE. MANUAL VALVE IN FUEL LINE SHALL BE ELECTRONICALLY SUPERVISED BY FIRE ALARM SYSTEM. 6 IN. OUTER FUEL TANK EMERGENCY VENT " 2 IN. FUEL FILL PIPE AND LOCKABLE CAP LOCATED OUTSIDE WHEN PENETRATED THROUGH WALL 28 ""Y2IN. x CL BLK. NIPPLE AND ELECTRONICALLY SUPERVISED BALL VALVE ®© 'H TANK DOWN Y4IN. PER FOOT TO BE AT OR ABOVE CENTERLINEr*` PUMP ON ENGINE FUEL FLEXIBLE HOSE Y2IN. BLK. SCH. 40 % IN. BLK. SCH. 40 FUELRETURN 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. 5 DIESEL FUEL TANK SCALE: NTS ® FIRE PUMP HOUSE EQUIPMENT LIST NO. ITEM NO. ITEM 1 WATER STORAGE TANK FILL LINE PIPING 19 FIRE PUMP TEST HEADER WITH 2-1/2 IN. ANGLE HOSE 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 4 FLOW CONTROL VALVE BYPASS 22 1-1/4 IN. PRESSURE MAINTENANCE (JOCKEY) PUMP SUPPLY 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) 9 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 -WALL 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 AUTOMATIC AIR 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 45° ELBOW (ANGLED DOWN) & 3 FT x 3 FT CONCRETE 35 WATER STORAGE TANK SUPERVISORY WATER LEVEL 17 SPLASH BLOCK SWITCHES 18 CHECK VALVE (ANTI -HAMMER TYPE FOR PUMP DISCHARGE) 36 ELECTRIC IMMERSION HEATERS FOR WATER STORAGE TANK IED FIRE PUMP HOUSE SCHEDULE - BASIS OF DESIGN PUMP ID SERVICE RATED FLOW MAXIMUM SHUT-OFF RPM MAXIMUM (ENGINE) VOLTAGE/BASIS PHASE/ OF DESIGN MAKE &MODEL (GPM) (CHURN) PRESSURE (PSI) RATED HP HERTZ (SEE NOTE) FP-1 FIRE PUMP (IN 2,000 210 2,100 526 120/1/60 (CONTROL 8AEF20 PEERLESS -DIESEL WITH PLD HOUSE) LER) 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: PROVIDE ONE (1) P LINE WITH MANUAL BYPA MANUAL FILL LINE. DIAMETER Ic NOTE: EXTEROOF INDICATOR SHALL BE VIS PUBLIC STREET/ TO PUMP HOUSE 21 28 o Y NOTE: 5 ql IN. STORZ CONNECTION W a F CONTROL VALVE FOR OPTIONAL USE FIRE DEPARTMENT AT THEIR DISCRETI SPRINKLER SYSTEM MAIN DRAIN e p0 ©x5 �, Z 0 ° TO DRAW DIRECTLY FROM TANK; REF WATERFLOW SWITCH CHECK VALVE Op ©® 16 - ®(j O N �' TO FP101 F=OR PROXIMITY OF YARD-T) ©X2 I HEADER FDC; TANK OVERFLOW SHALL NOT INDICATING BUTTERBALL CONTROL VALVE ® l' ® p,,l'.`•� O OVER THE TOP OF THIS CONNECTI, 32 17 PIPE SLEEVE THROUGH FLOOR; SLEEVE SHALL BE NOMINALLY 2 IN. LARGER DIAMETER THAN LEAD-IN PIPE SIZE TO SYSTEMS `C FIRE PUMP (DVT�-y . Graphic Scale: 1/4" = 1'-0" PIPE SLEEVE THROUGH FLOOR; J SLEEVE SHALL BE NOMINALLY 2 IN. LARGER DIAMETER THAN To 2 1$ 32 15 11 10 6 7 LEAD-IN PIPE SIZE SYSTEM FIRE PUMP (DVTTN1- Graphic we 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 IMMEDIATELY ADJACENT TO THIS LUL `i" LUL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 :P&�=lidlk harrington Fire Protection Engineering Forensic Fir. Engineering Property Loss Conlroi 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 BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCANNELL P R O P E R T I E S R FIRE PUMP 'IDED IN 'PA 20. THE TOTAL HE PUMP HOUSE THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE HE FLOW OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WATER COLUMN. WTHOUT 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 / 10/15/19 CIVIL: CIVIL PLAN /07/26/19 TENANT OP's: OPERATIONAL PLAN REV C / 09/13/19 rMl MO/ 3 0 M/1 9 2019-047 ENLARGED FIRE PUMP HOUSE PLAN &NOTES FP401 ULINIzNAL INV I I=J: 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 I 2. PROVIDE LEVITON 277 VOLT, 0-10V LED DIMMER WITH IVORY FINISH. 3. ROUTE CIRCUIT THROUGH LIGHTING CONTACTOR AND BUILDING AUTOMATION SYSTEM, COORD. WITH MECHANICAL CONTRACTOR. LUL 14 & 6- 14 LUL MACGREGOR ASSOCIATES ARCHITECTS 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 000 Jordan & Skala �nrvinoorc u tyn tvvt� 4275 Shackleford Rd... Suite 200 Norcross. GA 30093-2997 p. 770.447.5547. f. 770.448.0262 Project Number: 1910150 Drawn By:AWO Checked 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 1 PLAN REVIEW RESPONSE BUILT -TO -SUIT FOR 360 ELLINGTON ROAD DISTRIBUTION CENTER 360 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 SCAN N E LL 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. BACKGROUNDREVISIONS: ARCHITECTURAL: BACKGROUNDS PLANS 10/15/19 CIVIL: CIVIL PLAN 07/26/19 TENANT OP's: OPERATIONAL PLAN REV C 09/05/19 • - • i 10/30/19 2019 ENLARGED SANITARY PLANS - LIGHTING SHEET NUMBER 1 1 MAIN OFFICE ENLARGED PLAN - LIGHTING 1 /8" =11- Off