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Home My WebLink About200 EVERGREEN WAY SPACE 264 APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APP OV 1540 SULLIVAN AVENUE ��a ab�� 644-2511 ext. 230 Bldg. Permit# -&-► �t2 � � 2ooaa� f Date Building Insp Application must be printed or typed FEE SCHEDULE Location of Job: ., $0-$1,000=$15.00 ao I=a V c y-6 r-te m (,,A Over$1,000= Street No. Street Lot No. $15.00 per$1,000 s e►o A trY` t or any fraction thereof Tenant Designation Apt.No. APPLICANT 06 APPLICANT ADDRESS Sur"j'e 14 Cl APPLICANT'S PHONE# jr66 W N $ OWNER v'e r-�'rcen (.1!-jt'S q� Fq� OWNER ADDRESS 2/-SSU —1-hc; 4rz� Ort�CS 5'YS U OWNER PHONE ESTIMATED COST$ 40 ,Oa C � U IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ —J TYPE OF JOB: I v U �SOR,Co New Installation Ito/Sys Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Conti ed from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIAT D WITH A BUILDING PERMIT APPLICATION? YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK Cc 7 v f 64 er sp s�eryt THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK j1 -1 $'s�,c5' cj CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT(� DATE 3, I '4 2 DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT Application is hereby: TOWN OF SOUTH WINDSOR PERMIT# BUILDING DEPARTMENT raCO I�I APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# Ft 644-2511 ext. 230 I y Date Building I ctor Application must be printed or typed FEE SCHEDULE Location of Job: FTenant $0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT Cr2- -r �►'1;�ka„� ced APPLICANT ADDRESS D. Aox �'4 66 9 3 APPLICANT PHONE# 06 0 O W N S f,q OWNER OWNER ADDRESS OCO) e , F OWNER PHONE �) = ESTIMATED COST$ .� IS THIS A CONTRACT COST? _Yes _No G FEE ENCLOSED$ 12 U U TYPE OF JOB: 3d�� SO R COS New Installation Alteration/Addition/Repair - 261 I o 1 G!tO Revised ainiinnm PPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF YSTEM: TYPE OF BUILDING: EATING ❑RESIDENTIAL A/C ACOMMERCIAL VENTILATION ❑INDUSTRIAL HEATING ❑STEAM LOW PR SURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE °F INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) 'F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DES RIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) A!^l✓ iti,k GROSS HEATING CAPACITY(INPUT—BTUH) NET RATING(OUTPUT—BTUH) TYPE OF FUEL ❑otL--C'PM OIL TANK LOCATION:❑INSIDE❑OUTSIDE CAPACITY ❑GAS—INPUT LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE AL�LING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) A.,�. ' z�_khf,ss r�44 A de,/ Cam' -l`fY - Ct o k Co.,S' M Fly TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK t 1+I .n 1 u c Ti. o r k e K tt••;,•r �� al��r THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 039��/� S1 CT CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE a 0 1A DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT 1540 SULLIVAN AVENUE Bldg.Permit# / 644-2511 ext. 230 7 1�0D Dols j Date JB ding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: 7�E PX r,*,E A;A r7 E- a Ile.OJ ��T EVf.��K E�tt I4tk-k $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= ,/ $15.00 per$1,000 f17 O /-' A z �' or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS 7 M ,6A a s W-0 o p ` ' d APPLICANT PHONE# f--E3 6 Q <S 3 6" e /' 25t J O W N Se-4 OWNER --�rl E �it 0:�-1 OWNER ADDRESS ,x OWNER PHONE C ESTIMATED COST$ �,.e-,n IS THIS A CONTRACT COST? ,?�Yes _No FEE ENCLOSED$ S' ,CO TYPE OF JOB: y�3� 0 R• New Installation /* n a 4 I � M J f6 Alteration/Addition/Repair O� " I Revised 4/01//2002 APPLICATION FOR SPRINKLER PERMIT (Continued from reverse side) TYPE OF BUILDING TYPE OF CONSTRUCTION USE GROUP�_ NO. OF STORIES ❑RESIDENTIAL 36bUSINESS IS THIS APPLICATION ASSOCIATED WITH A U ASSEMBLY BUILDING PERMIT APPLICATION-*C] YES ❑NO ❑MERCANTILE ❑EDUCATIONAL CURRENT USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY FUTURE USE AND OCCUPANCY ❑ STORAGE ❑GARAGE ENGINEER'S NAME PHONE ❑MIXED USE (Other please specify) ADDRESS CITY STATE ZIP KIND OF INSTALLATION SIZE OF MAIN DRAIN 2— WATER PRESSURE AT STREET(PSI) ARE SPRINKLER HEADS ALTERED? .YES LINO IF YES,CHECK ALL THAT APPLY: ❑ADDED ❑DELETED 'PQ�L.TERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) ❑PROFESSIONAL ENGINEER ❑INSURANCE COMPANY WATER FLOW /4>d WATER PRESSURE AT SPRINKLER HEADS(PSI) SWIN-!dam' ARE PUMPS REQUIRED? ❑YES (16 NO IF YES,CHECK ALL THAT APPLY: ❑FIRE ❑BOOSTER ❑OTHER ARE STANDPIPES PROVIDED? ❑YES �NO IS A SPRINKLER SYSTEM PROVIDED? YES ❑NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI DESCRIPTION OF WORK s rzo t r �YEZc1 13'�GV, c �•r ayt� ds THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE TYPE STATE SIGNATURE OF APPLICANT DATE l - �Z- Electric # ' APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# I Date: Sprinkler# U05(1-F �G'c Estimated Cost $ 'Z C0 FINA PPROV L Build L J COMPLETE RED BOXED AREAS Permit Fee $ (d� Engineering✓ Occupancy Fee $ It, Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr.forCO. SIGN ON REVERSE SIDE Total Fee $ -ly TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ Co The undersigned hereby applies to do work according to the following: )C Applicant bet 5e�i4o6k Location of Work ttrfr�tp� 1�1a� � Lot No. Applicant's Address 1005 z!J a cr, 54 J Tel # �i(,O — U 7 'b(, �2 Town kA-1 ols a r Zip Q6 U-7`Z Lic.# Owner Architect Owner's Address Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. 3 2nd FI. 3rd FI. Total New Area Purpose of this permit F 7A I V t-e S nP w 54-6 rt? a4 P-A-1 a e r\ w Ot� IL City Water J Well J Septic System J Sewer J fb Ins: HO S Area Basement Garage Approved by ate W, UJ - c'1 Use Group Construction Type-----"' Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Signed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS �� L � j V �-� �{�c �- J V `N �� J v �° �G` ® V l .r �tib,•� J O . � 1 �C�e� � 5 5 � �, cl �v �-�- 2� � J �S 0 CMT MECHANICAL SERVICES HVAC PLUMBING FIREPROTECTION Commercial-Industrial-Institutional Jason Silver Assistant Protect Mgr/Safety Director P.O.Box 340683 Hartford,CT 06134-0683 860-724-3431 x127 Tel 860-251-7132 Fax isilver@crestmechanical.com www.crestmechanical.com CT L1c 8's 391112 F10140 203561 R CE�yED Su Z 9 2011 South Windsor Buildin De artment fO THE YUIWfAY Ukel. WWII Vt )U111M WNW7.:+11 Phis oertified that this plan and specifications are trw ,,s of the proposed building or alterations to be, t<•d at SP�•c-e L(Q'T eynAl>—Q C n W!,'J strew p ith amendments stated In application an( ^1 n end I agr,e to comply with all zoning .J ^I t- I-s and such orders as shall b1 the building Dcpartmvnt during pendency X ,vitcation and final Issuance of a butidhy n Is approved subject to the condition that -•i :,rdinances regulating buildWS &han r .th. ti,malfy Approved "W" f111&d tell -lullding Inspector cleft INSPECTION FIELD SHEET 01/30/18 ,Printed by Foreshaw, Dayshell 09 46 16 INSPECTION: 98588 R w PERMIT: , STATUS: • A LOC: 201 EVERGREEN WAY PPLICATION: 201701341 SOUTH WINDSOR PROPERTY ID: 31300201 OWNER: EVERGREEN WALK LIFESTYLE CENTER LLC CONTRACTOR: REQUEST BY: PROJ DESC: FIXTURES IN NEW STORE AT EVERGREEN WALK. WORK ORDER: INSPECTOR: IIG.-;,, RESULT: REQUESTED: 10/10/17 PRIORITY: SCHEDULED: 10/12/17 AM COMPLETED: UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: OK TO OPEN Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 200 Evergreen Way Space 2 HVAC# 12000DG1 Date: Sprinkler# Estimated Cost $ FINAL APPROVALS Permit Fee $ 51,06 Building COMPLETE RED BOXED AREAS Occupancy Fee $ /o — Engineenng TYPE OF PRINT ONLY Eng. Insp. Fee $ Affidavit SIGN ON REVERSE SIDE pp � Total Fee $ lU 22 t Additional Cost) $ TO THE BUILDING ll>✓ ENT,TOWN OF SOUTH WINDSOR, CT The undersigned hereby pplies to do work according to the following: Applicant 1.1 -Location of Work AQ0 LEI/ V Lot No. Applicant's Address 2 6 Ldf r' Tel 1 1}1 S - ,Z$0 -4 UA44 Town T��,1 Zip 4 I 0 5 Lic.# Owner 6� hQQA V031k tAkckq1:QArchitect kjccwu Owner's Address ab 5O "NO Architect's Address 560 f6CLM C117DO �L i0�1.0 _f 0 Zip 1% tp-4 M zip 4 W 10 Sq.Ft.New Area: 1 st Fl.—A q T 5 2(d Fl. 3rd FI. Total New Area It Purpose of this permit rJ 0al- 4 b a U . kwvcl t'YJA I o b Q City Water❑ Well ❑ Septic System ❑ Sewer❑ 2^'(O ,S Ins: HO SP Area Basement Garage Approved by Date Use Group Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to b roper dista ce from all street lines,side yard lines,and required distances from all other zones and is located i ch this build g s e is allowed. Signe I hereby apply for a Certificate of O'�rp o t w rk des vibe this application for the permit. Signed DO NO ITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 06/19/13 •Printed by Peart, Dayshell 10 38 45 INSPECTION: 45277 FOOTING PERMIT: STATUS: APPLICATION: 201101546 LOC: 200 EVERGREEN WAY SOUTH WINDSOR PROPERTY ID: 31300200 OWNER: EVERGREEN WALK LIFESTYLE CENTER LLC CONTRACTOR: REQUEST BY PROJ DESC: BUILD OUT FOR SEPHORA. REMOVAL AND INSTALL OF NON-LOAD WORK ORDER: INSPECTOR: ROSE RESULT: N/A REQUESTED PRIORITY: SCHEDULED: COMPLETED: 06/19/12 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 04/17/12 ROSE PASS B002 FOUNDATION WAYNE @ 703-732-7655// 04/10/12 ROSE PASS B003 FRAMING (ROUGH) ADAM @ 860-281-9180//PARTIAL TO SALES & TOILETROOM WALLS 04/17/12 ROSE PASS B003 FRAMING (ROUGH) PARTIAL METAL STUD PARTITION 04/18/12 ROSE PASS B003 FRAMING (ROUGH) PARTIAL STUD WALLS 05/01/12 ROSE FAIL B003 FRAMING (ROUGH) DESIGN CHANGE TO STORE FRONT CANOPY/QUERY WELDING 05/07/12 ROSE PENDING B003 FRAMING (ROUGH) CONTR. HAD EMERG/NEED ENG DETAIL OF CHANGES 04/02/12 DOUG PASS B003 FRAMING (ROUGH) 06/19/12 ROSE N/A B004 INSULATION 06/19/12 DOUG N/A BO10 FINAL WAYNE @ 703-732-7655//NOBODY WAS THERE. 06/19/12 ROSE PENDING BO10 FINAL MISSING COAT HOOKS/TWO RCEP.INCORRECTLY WIRED/ ENTR.INCOMPL 07/25/12 DOUG N/A BO10 FINAL WAYNE @ 703-732-7655 07/12/12 ROSE PASS BO10 FINAL INSPECTION FIELD SHEET 06/19/13 - Printed by Peart, Dayshell 10 38 45 recheck 06/19/12 ROSE N/A E001 ELECTRIC SERVICE 03/23/12 ROSE PASS E002 ELECTRIC UNDERGROUND TODD @ 860-729-8086//CONDUITS IN FLOOR 04/10/12 ROSE PASS E003 ELECTRIC ROUGH SALES/TOILETS WALLS ONLY 05/02/12 ROSE PASS E009 ELECTRIC OTHER ADAM @ 860-281-9180//LIGHTS TO CANOPY/DONE ON 5/2/12 04/24/12 MAUL PASS F005 FM PENETRATIONS/SEPERATION 04/24/12 MAUL PASS F010 FM ABOVE CEILING 06/18/12 SUMM PASS F015 FM FIRE ALARM TEST 06/14/12 SUMM PASS F025 FM EMERGENCY/EXIT LIGHTING 06/14/12 SUMM PASS F035 FM EXITS 06/18/12 SUMM PASS F040 CO -FIRE MARSHAL INSPECTION 05/01/12 SUMM PASS FS05 FM SPRINKLER HYDRO TEST 06/19/12 ROSE N/A H002 HVAC UNDERGROUND 06/19/12 ROSE N/A H003 HVAC ROUGH 06/19/12 DOUG N/A H010 HVAC FINAL JASON @ 860-724-3431 EXT. 127 03/21/12 ROSE PASS P002 PLUMBING UNDERGROUND CHUCK @ 860-250-7839//PRESS TEST ON SAN. UNDERGD DRAINS 04/10/12 ROSE PASS P003 PLUMBING ROUGH PREES TEST ON WASTE /VENTS & WATER PIPES 06/19/12 ROSE N/A P004 PLUMBING GAS TEST 05/04/12 ROSE PASS P004 PLUMBING GAS TEST OK FOR METER SERVICE 06/19/12 DOUG N/A P010 PLUMBING FINAL CHUCK @ 860-250-7839 06/06/12 ROSE PASS P010 PLUMBING FINAL CHUCK @ 860-250-7839//CAULK AROUND PLBG FIXTURES 06/19/12 ROSE N/A S003 SPRINKLER ROUGH 06/19/12 DOUG N/A S005 HYDRO TEST 06/19/12 FOLG PASS Z003 CO PLANNING INSPECTION APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT i AmG043 APR D 1540 SULLIVAN AVENUE ►� tom- 644-2511 ext. 2301� Permit ' 1 Date 1 Building Inspector / Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 G-0 If V aAa.*,) Li.' Over$1,000= I Street No. Street Lot No. $15.00 per$1,000 J or any fraction thereof Tenant Des-nation Apt.No. APPLICANT v I—C APPLICANT ADDRESS L/ (o4P /3dleagg 5.0"fk I,-�,)-,Jdco/1, Ci. APPLICANT'S PHONE# 94 0— P12`1 -90G('0 OWNER / CAS�4 4,0 SFq< OWNER ADDRESS Cn - OWNER PHONE ESTIMATED COST$ e,� IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ 330 TYPE OF JOB: It{q f��sOR•Co New Installation Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? -YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY R :I�L 1l i"USINESS ElASSEMBLY FUTURE USE AND OCCUPANCY �t: I ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME C� l �� PHONE ❑ FACTORY _ ❑ STORAGE ADDRESS S S0 kP izX)4 C y ❑ GARAGE ❑ MIXED USE CITY NCB S C cj STATE C ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD W�- .�--N�t►q SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK OQ-uj A- THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK Cr CONTRACTORS LICENSE NO. YPE STATE SIGNATURE OF APPLICANT �' i . DATE DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 12n o i l T APPROVEDnInspector 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Buil Application must be printed or typed FEE SCHEDULE Location of Job: i, F $0-$1,000=$15.00 Street Lot No. Over$1,000$15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT 0 w,A b iU-\ APPLICANT ADDRESS '7 ICCQ-r�,� APPLICANT PHONE# O W N S F,q OWNER OWNER ADDRESS C-P) a OWNER PHONE C ESTIMATED COST$ a 2� . " L) .� IS THIS A CONTRACT COST? @- Yes _No FEE ENCLOSED$ 2 V� 1� TYPE OF JOB: qt qce �SO R•C0 _Ne tallation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED TH A ❑RF,,SIDENTIAL BUILDING PERMIT APPLICATION? �F�S ❑NO ❑ASSEMBLY CURRENT USE AND OCCUPANCY ❑MERCANTILE❑ EDUCATIONAL FUTURE USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME �b rG'� PHONE ❑ STORAGE ❑ GARAGE ADDRESS crc{f 6tr yv ❑MIXED USE C CITY 5b CAI"1C\ STATE C-`r - ZIP (Other please specify) TYPE OF INSTALLATION F(LSw, �. SIZE OF MAIN DRAIN L'l NO.OF TOILETS_f STYLE '�L NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS_Z SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES U SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER '4 OS nA IQ_k�,r DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM TTIE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 203L� P( �- CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE t- I December 28,2011 Town of South Windsor Department of Buildings 1540 Sullivan Avenue South Windsor, CT 06074 RE; SEPHORA @-PROMANADE AT EVERGREEN, CT Dear Ms: Follow up on our telephone conversation,please find herewith the following for submittal for review: Three sets of signed and sealed plans(complete sets) Building Permit application form Permit fee check based on estimate cost of build out to be$350,000.00 Energy and Structural Calculation information If you require additional information,please contact me immediately on my cell 917 324-0209. Thank you for your assistance in this matter. Si c rely 94<Keo Steadfast Development and Construction 351 East 781 Street, New York, NY 10075 Tel: (212) 861-6100 Fax: (212) 861-6111 COMcheck Software Version 3.8.1 Interior Lighting Compliance Certificate 2009 IECC Section 1: Project Information Project Type:New Construction Project Title Sephora-Evergreen Walk Construction Site: Owner/Agent: Designer/Contractor: Sephora-Evergreen Walk Sephora M-Engineering 501 Evergreen Way,Space#809 525 Market Street 750 Brooksedge Blvd. South Windsor,CT 06074 32nd Floor Westerville,OH 43081 San Francisco,CA 94105 614-839-4639 sephora.com mengineering.us.com Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B x C) Retail Space(Retail) 3890 1.5 5835 Allowance:Furniture,clothing,cosmetics highlighting/Fix.ID:F4 1497(a) 1.4 2096(b) Supplemental Allowed Watts(c)= 1000 Total Allowed Watts= 8931 (a)Area claimed must not exceed the illuminated area permitted for this allowance type. (b) Allowance is(B x C)or the actual wattage of the fixtures given in Section 2,whichever is less. (c) Supplemental watts must be associated with retail merchandise highlighting fixtures.Supplemental watts are not included calculation of lighting complaince percentage. Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Retail Space(Retail 3890 sq.ft.) HID 1:F2:2 lamp adjustable downlight/Other/Standard 2 1 50 50 HID 2:F2BB:2 lamp adjustable downlight/Other/Standard 2 4 50 200 HID 3:F3BB:3 lamp adjustable downlight/Other/Standard 3 2 75 150 HID 4:F4:4 lamp adjustable downlight/Other/Standard 4 39 100 3900 Linear Fluorescent 1:FJ:2 lamp linear fluorescent/46"T5 28W/Electronic 2 19 60 1140 Linear Fluorescent 2:FJ1:1 lamp linear fluorescent/46"T5 28W/Electronic 1 4 30 120 Linear Fluorescent 3:FT:3 lamp linear fluorescent/48"T8 32W/Electronic 3 2 96 192 Linear Fluorescent 4:FT1:3 lamp linear fluorescent/48"T8 32W/Electronic 3 2 96 192 Linear Fluorescent 5:FU3:2 lamp linear fluorescent/48"T8 32W/Electronic 2 16 64 1024 Linear Fluorescent 6:G3:1 lamp linear fluorescent/22"T5 14W/Electronic 1 1 14 14 LED 1:GD:Gondola Display/Other 1 19 76 Exempt Exemption:Fumiture-mounted Supplemental Task Lighting LED 2:U1:1 lamp uplight/Other 1 3 15 45 LED 3:WD:Perimeter Wall Display/Other 1 44 90 Exempt Exemption:Fumiture-mounted Supplemental Task Lighting Compact Fluorescent 1:WW:Wall Washer/Triple 4-pin 32W/Electronic 1 3 32 96 HID 5:C1:1 lamp downlight/Other/Standard 1 13 25 325 Total Proposed Watts= 7448 Project Title:Sephora-Evergreen Walk Report date: 12/15/11 Data filename:P:\1142xxxx\11421183\SUPPORTIELECTRICAL\11421183.cck Page 1 of Section 4: Requirements Checklist Lighting Wattage: ❑ 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 8931 7448 YES Controls,Switching,and Wiring: ❑ 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertical fenestration. ❑ 3. Daylight zones have individual lighting controls independent from that of the general area lighting. Exceptions: ❑ Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device. ❑ Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a separate switch for general area lighting. ❑ 4. Independent controls for each space(switch/occupancy sensor). Exceptions: ❑ Areas designated as security or emergency areas that must be continuously illuminated. ❑ Lighting in stairways or corridors that are elements of the means of egress. ❑ 5. Master switch at entry to hotel/motel guest room. ❑ 6. Individual dwelling units separately metered. ❑ 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. ❑ 8. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either controlling all luminaires,dual switching of alternate rows of luminaires,alternate luminaires,or alternate lamps,switching the middle lamp luminaires independently of other lamps,or switching each luminaire or each lamp. Exceptions: ❑ Only one luminaire in space. ❑An occupant-sensing device controls the area. ❑ The area is a corridor,storeroom,restroom,public lobby or sleeping unit. ❑ Areas that use less than 0.6 Watts/sq.ft. ❑ 9. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: ❑ Sleeping units,patient care areas;and spaces where automatic shutoff would endanger safety or security. ❑ 10.Photocell/astronomical time switch on exterior lights. Exceptions: ❑ Lighting intended for 24 hour use. ❑ 11.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: ❑ Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. Interior Lighting PASSES:Design 6%better than ..- Section 5: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed li� been designed to meet the 2009 IECC requirements in COMcheck Version 3.8.1 and to comply with the and equirements Checklist. 0. 'Name-Title Si tt Date c s Project Title:Sephora-Evergreen Walk ewpu Report date: 12/15111 Data filename:P:\1142xxxx\11421183\SUPPORT\ELECTRICAL\11421183.cck Page 2 of COMcheck Software Version 3.8.1 Interior Lighting Compliance Certificate 2009 IECC Section 1: Project Information Project Type:New Construction Project Title Sephora-Evergreen Walk Construction Site: Owner/Agent: Designer/Contractor: Sephora-Evergreen Walk Sephora M-Engineering 501 Evergreen Way,Space#809 525 Market Street 750 Brooksedge Blvd. South Windsor,CT 06074 32nd Floor Westerville,OH 43081 San Francisco,CA 94105 614-839-4639 sephora.com mengineering.us.com Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B x C) Retail Space(Retail) 3890 1.5 5835 Allowance:Furniture,clothing,cosmetics highlighting/Fix.ID:F4 1497(a) 1.4 2096(b) Supplemental Allowed Watts(c)= 1000 Total Allowed Watts= 8931 (a)Area claimed must not exceed the illuminated area permitted for this allowance type. (b) Allowance is(B x C)or the actual wattage of the fixtures given in Section 2,whichever is less. (c) Supplemental watts must be associated with retail merchandise highlighting fixtures.Supplemental watts are not included calculation of lighting complaince percentage. Section 3: Interior Lighting Fixture Schedule A B C D E Fixture lD Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Retail Space(Retail 3890 sq.ft.) HID 1:F2:2 lamp adjustable downlight/Other/Standard 2 1 50 50 HID 2:F2BB:2 lamp adjustable downlight/Other/Standard 2 4 50 200 HID 3:F3BB:3 lamp adjustable downlight/Other/Standard 3 2 75 150 HID 4:F4:4 lamp adjustable downlight/Other/Standard 4 39 100 3900 Linear Fluorescent 1:FJ:2 lamp linear fluorescent/46"T5 28W/Electronic 2 19 60 1140 Linear Fluorescent 2:FJ1:1 lamp linear fluorescent/46"T5 28W/Electronic 1 4 30 120 Linear Fluorescent 3:FT:3 lamp linear fluorescent/48"T8 32W/Electronic 3 2 96 192 Linear Fluorescent 4:FT1:3 lamp linear fluorescent/48"T8 32W/Electronic 3 2 96 192 Linear Fluorescent 5:FU3:2 lamp linear fluorescent/48"T8 32W/Electronic 2 16 64 1024 Linear Fluorescent 6:G3:1 lamp linear fluorescent 122"T514W I Electronic 1 1 14 14 LED 1:GD:Gondola Display/Other 1 19 76 Exempt Exemption:Fumiture-mounted Supplemental Task Lighting LED 2:U1:1 lamp uptight/Other 1 3 15 45 LED 3:WD:Perimeter Wall Display/Other 1 44 90 Exempt Exemption:Fumiture-mounted Supplemental Task Lighting Compact Fluorescent 1:WW:Wall Washer/Triple 4-pin 32W/Electronic 1 3 32 96 HID 5:Cl:1 lamp downlight/Other/Standard 1 13 25 325 Total Proposed Watts= 7448 Project Title:Sephora-Evergreen Walk Report date: 12/15/11 Data filename:P:\1142xxxx\11421183\SUPPORT\ELECTRICAL\l1421183.cck Page 1 of Section 4: Requirements Checklist Lighting Wattage: ❑ 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 8931 7448 YES Controls,Switching,and Wiring: ❑ 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertical fenestration. ❑ 3. Daylight zones have individual lighting controls independent from that of the general area lighting. Exceptions: ❑ Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device. ❑ Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a separate switch for general area lighting. ❑ 4. Independent controls for each space(switch/occupancy sensor). Exceptions: ❑ Areas designated as security or emergency areas that must be continuously illuminated. ❑ Lighting in stairways or corridors that are elements of the means of egress. ❑ 5. Master switch at entry to hotel/motel guest room. ❑ 6. Individual dwelling units separately metered. ❑ 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. ❑ 8. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either controlling all luminaires,dual switching of alternate rows of luminaires,alternate luminaires,or alternate lamps,switching the middle lamp luminaires independently of other lamps,or switching each luminaire or each lamp. Exceptions: ❑ Only one luminaire in space. ❑ An occupant-sensing device controls the area. ❑ The area is a corridor,storeroom,restroom,public lobby or sleeping unit. ❑ Areas that use less than 0.6 Watts/sq.ft. ❑ 9. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: ❑ Sleeping units,patient care areas;and spaces where automatic shutoff would endanger safety or security. ❑ 10.Photocell/astronomical time switch on exterior lights. Exceptions: ❑ Lighting intended for 24 hour use. ❑ 11.Tandem wired one4amp and three4amp ballasted luminaires(No single-lamp ballasts). Exceptions: ❑ Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. code.Interior Lighting PASSES:Design 6%better than Section 5: Compliance Statement �nnweueplp Compliance Statement: The proposed lighting design represented in t ' rm e(lO istent with the building plans,specifications and other calculations submitted with this permit application.The pr �st1 t' ��fqs been designed to meet the 2009 IECC requirements in COMcheck Version 3.8.1 and to comply with the e e is Gjl`r�Requirements Checklist. p r p v ( (4A Name-Titld UN Date Xolb L AL Project Title:Sephora-Evergreen Walk Report date: 12/15/11 Data filename: P:\1142)xxx\11421183\SUPPORT\ELECTRICAL\l1421183.cck Page 2 of M•Engineering Structural,Mechanical,Electrical&Industrial Engineers 750 Brooksedge Blvd. Phone: 614-839-4639 Westerville;Ohio 43081-2820 Fax: 614-839-2222 k 0 Project Sephora—Evergreen CT Job No. 1142-1183 Sht of I M-Engineering Client: Date: 12-07-11 By: AC �,A s, ors �itrl F,t-Q 1 Sf,PN�R-A► ry'��,,c,��r�s.o,G`,�,a� Uoc�'1t0f-) 501 f.Var� '_ 1 SPGCe, � �Oq {1 SOvi- ' Ply-dlov ►.A ►-e�E� �a I.S�'� F� - 2•�E9� Sas 0 Z$� Sp, 0,13 G SDG = G i 0 .00956 � O:N J F 0 - mil 0 - oxo ►�.�►`� Pei, lei ti� �..,�•► ' o•��) 11•4^� �(� •Y A Conterminous 48 States 2003 International Building Code Zip Code = 06074 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Data are based on a 0.10 deg grid spacing Period Centroid Sa (sec) (g) 0.2 0.271 (Ss) 1.0 0.085 (S1) Period Maximum Sa (sec) (g) 0.2 0.274 (Ss) 1.0 0.085 (S1) Period Minimum Sa (sec) (g) 0.2 0.269 (Ss) 1.0 0.085 (S1) Conterminous 48 States 2003 International Building Code Zip Code = 06074 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D Period Centroid Sa (sec) (g) 0.2 0.429 (SMs, Fa = 1.583) 1.0 0.204 (SM1, Fv = 2.400) Period Maximum Sa (sec) (g) 0.2 0.433 (SMs, Fa = 1.581) 1.0 0.204 (SM1, Fv = 2.400) Period Minimum Sa (sec) (g) 1.0 0.203 (SM1, Fv = 2.400) Conterminous 48 States 2003 International Building Code Zip Code = 06074 Spectral Response Accelerations SDs and SDI SDs = 2/3 x SMs and SDI = 2/3xSM1 Site Class D Period Centroid Sa (sec) (g) 0.2 0.286 (SDs) 1.0 0.136 (SDI) Period Maximum Sa (sec) (g) 0.2 0.288 (SDs) 1.0 0.136 (SDI) Period Minimum Sa (sec) (g) 0.2 0.285 (SDs) 1.0 0.135 (SDI) - M•Engineering Structural,Mechanical,Electrical&Industrial Engineers 750 Brooksedge Blvd. Phone: 614-839-4639 944 1 Westerville,Ohio 43081-2820 Fax: 614-839-2222 Project Seohora—Evergreen CT Job No. 1142-1183 Sht of M-Engineering Client: Date: 12-07-11 By: AC S Vo W ND10I.A4 f 4-f ui z 3q P4 f, b .. 0.1 Ca C�,� �� C f urhaai--t. 29 lo-0 0'4+� 4 t�NsP�. _ M•Engineering Structural,Mechanical,Electrical&Industrial Engineers 750 Brooksedge Blvd. Phone: 614-839-4639 1 1 Westerville,Ohio 43081-2820 Fax: 614-839-2222 $ 4 Project Sephora—Evergreen CT Job No. 1142-1183 Sht of M-Engineering Client: Date: 12-07-11 By: AC LAU t-A I. LAWA fox, il/n 1&4- CGrop`1 I :mot (0 �F1 40 If� �1 _ M-Engineering Structural,Mechanical,Electrical&Industrial Engineers 750 Brooksedge Blvd. Phone: 614-839-4639 Westerville,Ohio 43081-2820 Fax: 614-839-2222 4 0 Project Sephora—Evergreen CT Job No. 1142-1183 Sht of M-Engineering Client: Date: 12-07-11 By: AC p lr4 rr4-J4J 0 fil 6-11 A kStF I ..j Bentley' M-ENGINEERING Current Date:12/9/2011 11:48 AM Units system:English File name:P:\I 142)000c\l 1421183\STRUCTURAL\Desiqn\Ram Models\LongFrame.etz\ r CA C VN ij i � s� � $entley' M-ENGINEERING Current Date:12/14/2011 3:54 PM Units system:English File name:PAII142:o=kl1421183\STRUCTURAL\Design\Ram Models\LongFrame.etz\ Steel Code Check Report: Summary-Group by description Load conditions to be Included in design C1=DL+SL C2=DL+0.75SL+0.75WL C3=DL+0.75SL-0.75WL C4=0.6DL+WL+WLc C5=0.6DL-WL-WLc Description Section Member Ctrl Eq. Ratio Status Reference 61 TUBE 6x6xi_2 9 C4 at 50.00% 0.10 OK (1-11-1 b) B2 TUBE 6x2x!_4 11 C4 at 0.00% 0.18 OK (1-11-1b) B3 8 C4 at 100.00% 0.23 OK (1-11-1b) B4 21 C4 at 0.00% 0.10 OK (1-111-1 b) C1 TUBE 8x6x3 8 5 C4 at 0.00% 0.20 OK (1-111-1 b) C2 TUBE 6x4x1_4 2 C3 at 100.00% 0.14 OK (1-11-1 b) Pagel n4w3entley' WENGINEERING Current Date:12i1412011 3:57 PM Units system:English File name:P:\1142xxxx\11421183\STRUCTURAL\Design\Ram Models\LongFrame.etz\ Analysis Results Envelope for nodal reactions Note.- Ic is the controlling load condition I Y XMy.s I FY Mx z Fx Fz�0 Mz� Direction of positive forces and moments Envelope of nodal reactions for C1=DL+SL C2=DL+0.75SL+0.75WL C3=DL+0.75SL-0.75WL C4=0.6DL+WL+WLc C5=0.6DL-WL-WLc C6=DL+SL C7=DL+0.75SL+0.75WL C8=DL+0.75SL-0.75WL C9=0.6DL+WL+WLc C10=0.6DL-WL-WLc Forces Moments Node Fx Ic Fy Ic Fz Ic Mx Ic My Ic Mz Ic [Kip] [Kip] [Kip] [Kip'ft] [Kip•ft] [Kip'ft] 1 Max 0.592 C5 0.538 C4 0.150 C1 0.00000 C1 0.00000 C1 0.00000 C1 Min -0.587 C4 -0.473 C5 -0.101 C5 0.00000 C1 0.00000 C1 0.00000 C1 2 Max 0.112 C3 2.527 C1 0.112 C1 0.00000 C1 0.00000 C1 0.00000 C1 Min -0.072 C4 -1.494 C5 -0.067 C5 0.00000 C1 0.00000 C1 0.00000 C1 3 Max 0.592 C5 0.537 C4 0.101 C5 0.00000 C1 0.00000 C1 0.00000 C1 Min -0.587 C4 -0.473 C5 -0.150 C1 0.00000 C1 0.00000 C1 0.00000 C1 4 Max 0.112 C3 2.532 C1 0.067 C5 0.00000 C1 0.00000 C1 0.00000 C1 Min -0.072 C4 -1.496 C5 -0.112 C1 0.00000 C1 0.00000 C1 0.00000 C1 9 Max 1.032 C5 0.610 C4 0.272 C1 0.00000 C1 0.00000 C1 0.00000 C1 Min -1.044 C4 -0.523 C5 -0.188 C5 0.00000 C1 0.00000 C1 0.00000 C1 10 Max 1.032 C5 0.611 C4 0.188 C5 0.00000 C1 0.00000 C1 0.00000 C1 Min -1.044 C4 -0.523 C5 -0.272 C1 0.00000 C1 0.00000 C1 0.00000 C1 Pagel .A. f3entley, WENGINEERING Current Date:12/14/20113:58 PM Units system:English File name:PAII 142)o=\l 1421183\STRUCTURAL\Design\Ram Models\LongFrame.etzX Load condition:WL=Wind Load Loads W Global distributed-Members Local distributed-Members YAW> Du; 6 �pjft] eontley M-ENGINEERING Current Date: 1?/14/2011 3:59 PM Units system: English File name:P:\1142)000d11421183\STRUCTURAL\Design\Ram Models\LongFrame.etz\ Load contlition:SL=Snow Load Loads Global distributed-Members Local distributed-Members SAOW wNb •.[ eft] 0.1 [Ki)/ft2] Y 1l n 'Bent(ey M-ENGINEERING Current Date: 12/14/2011 3:59 PM Units system:English File name:P:\1142)000d11421183\STRUCTURAL\Design\Ram Models\LongFrame.etz\ Load condition:DL=Dead Load Loads Global distributed-Members Local distributed-Members D�tD lip - .01[Kip/ft] <as OOE-03[Ki 401, ff" /ft / p ] -0.02 l Pr! Lft2j -0.01[Ki t .00E-03[l0p/ft] 7. \r` Y 1 n,w 'BentLey' M-ENGINEERING Current Date: 12/14/2011 4:00 PM Units system:English File name:P:\1142)o=\11421183\STRUCTURAL\Desi n\Ram Models\Lon Frame.etzi I v��' �s Y�,•,,�i y Tk=0191865[in] !" Ty=-0.fl79876[in I I I I I I I I � Y i � - M-Engineering Structural,Mechanical,Electrical&Industrial Engineers 750 Brooksedge Blvd. Phone: 614-839-4639 Westerville,Ohio 43081-2820 Fax: 614-839-2222 4 01 Project Sephora—Evergreen CT Job No. 1142-1183 Sht of M-Engineering Client: Date: 12-07-11 By: AC SJV 2031 . 0,ti�U Sy 0. onto , 4 ,60 _ M-Engineering Structural,Mechanical,Electrical&Industrial Engineers 750 Brooksedge Blvd. Phone: 614-839-4639 Westerville,Ohio 43081-2820 Fax: 614-839-2222 I ' Project Seahora—Evergreen CT Job No. 1142-1183 Sht of M-Engineering Client: Date: 12-07-11 By: AC I FA artF1 I sKoa1 G'� r1.53 —d.l� 0.14. 0.6G -0,2S tell F- Writ, (,`L -0M b.?A. 0310 -2.$3 M 63 G 10D 0 T % 2 0,53 0.0m �1 o• n, kin, (60- "t _ M-Engineering Structural,Mechanical,Electrical&Industrial Engineers 750 Brooksedge Blvd. Phone: 614-839-4639 Westerville,Ohio 43081-2820 Fax: 614-839-2222 k 0 Project Sephora—Evergreen CT Job No. 1142-1183 Sht of M-Engineering Client: Date: 12-07-11 By: AC 0."A l'l. D.063 ICI�h 0 .13't I "WELDGRP.xis" Program • Version 2.3 WELD GROUP ANALYSIS Using the Elastic Method for up to 24 Total Welds Job Name: I Subject: Job Numberl 10riginator:lChecker: Input Data: Number of Welds,Nw=® 14.0 Weld Coordinates: Start End X1 in.) Y1 (in.) X2 in. Y2 in. 120 Weld#1 0.000 0.000 6.000 0.000 t Weld#2 6.000 0.000 6.000 6.000 0.0 Weld#3 6.000 6.000 0.000 6.000 Weld#4 0.000 6.000 0.000 0.000 ce.o �6.o 4.0 2.0 0.0 0.0 2.0 4.0X-Affi-(in.)e.o a0.0 12.0 WELD GROUP PLOT _ +Y 1=Start 2=End 1 2 _ 2 Weld#3 Weld#2 No.of Load Points=0 Weld#1 Load Point Data: 1 Point#1 1 2 X-Coordinate(in.)= 3.000 +X Y-Coordinate(in.)= 3.000 Origin Z-Coordinate(in.)= 0.000 +Z Axial Load, Pz(k)= 0.17 NOMENCLATURE Shear Load, Px(k)= 0.53 Shear Load, Py(k)= -0.18 Moment, Mx(in-k)= 7.92 Moment, My(in-k)= -3.00 Moment, Mz(in-k)= 13.32 (continued) 1 of 2 12/9/2011 9:13 AM "WELDGRP.xls" Program • Version 2.3 • Results: Weld Grout) Pro ernes: E Loads C.G.of Weld Group Lw= 24.000 in. E Pz= 0.17 kips Xc= 3.000 _ in. E Px= 0.53 kips Yc= 3.000 in. E Py= -0.18 kips Ix= 144.00 inA3 E Mx= 7.92 in-k ly= 144.00 inA3 E My= -3.00 in-k J= 288.00 inA3 E Mz= 13.32 in-k Weld Forces Win. Fw 1 Fw 2 Weld#1 0.310 0.228 Weld#2 0.228 0.293 Weld#3 0.293 0.217 Weld 94 0.217 0.310 Required E70XX Weld Size: Fw(max)= 0.310 kipsfin. Fillet(leg)=LO.0 0.021 in. Throat(eft)= 15 in. 2 of 2 12/9/2011 9:13 AM Writ., SPA-P "WELDGRP.xle' Program • Version 2.3 WELD GROUP ANALYSIS Using the Elastic Method for up to 24 Total Welds Job Nam I Subject: Job Number: 10riginatorl I Checker. Input Data: Number of Welds, Nw=® 14.0 Weld Coordinates: Start End X1 in. Y1 in. X2 in. Y2 in. 12.0 Weld#1 0.000 0.000 6.000 0.000 Weld#2 6.000 0.000 6.000 6.000 t 0.0 Weld#3 6.000 6.000 0.000 6.000 Weld#4 0.000 6.000 0.000 0.000 cs.o 6.0 4.0 2.0 0.0 gA 0.0 2.0 4.0X-A%(in.)8.0 10.0 12.0 WELD GROUP PLOT +Y 1=Start 2=End 1 2 2 Weld#3 Weld#2 No.of Load Points=0 Weld#1 Load Point Data: 1 Point#1 1 2 X-Coordinate(in.)= 3.000 +X Y-Coordinate(in.)= 3.000 Origin Z-Coordinate(in.)= 0.000 +Z Axial Load, Pz(k)= 0.36 NOMENCLATURE Shear Load, Px(k)= -0.74 Shear Load, Py(k)= 0.24 Moment, Mx(in-k)= 33.96 Moment, My(in-k)= 7.20 Moment, Mz(in-k)= -33.96 (continued) 1 of 2 12/9/2011 10:55 AM 'WELDGRP.xls"Program Version 2.3 • Results: Weld roun Pro erties: E Loads ra 1 C.G.of Weld Group Lw= 24.000 in. E Pz= 0.36 kips Xc= 3.000 in. E Px= -0.74 kips Yc= 3.000 in. E Py= 0.24 kips Ix= 144.00 in^3 E Mx= 33.96 in-k ly= 144.00 in^3 E My= 7.20 in-k J = 288.00 inA3 E Mz= -33.96 in-k Weld Forces(Win.) Fw 1 Fw 2 Weld#1 0.758 0.988 Weld#2 0.988 0.742 Weld#3 0.742 0.999 Weld#4 0.999 0.758 Required E70XX Weld Size: Fw(max)= 0.999 kipstin. Fillet(leg)= 0.067 in. Throat(eff)= 0.048 in. 2 of 2 12/9/2011 10:55 AM _ M•Engineering Structural,Mechanical,Electrical&Industrial Engineers 750 Brooksedge Blvd. Phone: 614-839-4639 Westerville,Ohio 43081-2820 Fax: 614-839-2222 k 0 Project Sephora—Evergreen CT Job No. 1142-1183 Sht of M-Engineering Client: Date: 12-07-11 By: AC AHL) WppaveI ANu f A PtO 3 } k 113(1wk4-C VILN-i cc l t lrjrCt� CrFcUk� rim Flo < 6r4e9 f�rac.Ir� - oV G�r�v�k� b4c �.- P 56D,�p.�Z �t1a P I�fl"I, Seismic Demands on Non-Structural Components Component ap RP ASCE 7 Interior Wall or Partitions 1.0 2.5 Parapet or cant int wall braced below CM 2.5 2.5 SIDS 0.271 ap 2.50 Parapet or cant int wall braced above CM 1.0 2.5 WP 425 psf RP 6.00 Exterior non structral wall 1.0 2.5 z 20.83 ft IP 1.00 Veneer 1.0 2.5 h 20.83 ft z/h 1.00 Ceiling 1.0 2.5 Cabinets and Shelves 1.0 2.5 Fp min 34.55 Appendages and Ornaments 2.5 2.5 FP 57.59 Signs and Billboards 2.5 2.5 Fp max 184.28 Air Side HVAC-Fans,RTU, Heaters,AHU 2.5 6.0 Wet Side HVAC-Boilers,Chiller,Tanks 1.0 2.5 Pumps,Compressors, Pressure vessels 1.0 2.5 Horizontal FP 57.59 Ibs(Ultimate) Generators, Batteries,Transformers 1.0 2.5 Vertical Fp 23.04 Ibs(Ultimate) Panel board, Switch Gear 2.5 6.0 Comm. Equip.,Computers,lnstrumentation 1.0 2.5 Lighting Fixtures 1.0 1.5 Vibration isolated component 2.5 2.5 Ductwork 2.5 6.0 Electrical Conduits,plumbing,Rigid Cable tray 1.0 2.5 Conveyors(non personnel) 2.5 3.0 Suspended cable tray 2.5 6.0 • • . M•Engineedng Structural,Mechanical,Electrical&Industrial Engineers f 750 Brooksedge Blvd. Phone: 614-839-4639 Westerville,Ohio 43081-2820 Fax: 614-839-2222 k 0 Project Sephora—Evergreen CT Job No. 1142-1183 Sht of M—Engineering Client: Date: 12-07-11 By: AC GJW- AILA 160* t 4 IF 0.010b >< �50 0,t5It� k �jlrj -7 1 P ak o ��rC.r1 r Uaa . , r Selsrtilc Demands on Non-Structural Components Component ap RIP ASCE 7 Interior Wall or Partitions 1.0 2.5 Parapet or cant int wall braced below CM 2.5 2.5 SDs 0.271 ap 2.50 Parapet or cant int wall braced above CM 1.0 2.5 Wp 80 psf RP 2.50 Exterior non structral wall 1.0 2.5 z 20.83 ft Ip 1.00 Veneer 1.0 2.5 h 20.83 ft z/h 1.00 Ceiling 1.0 2.5 Cabinets and Shelves 1.0 2.5 Fp min 6.50 Appendages and Ornaments 2.5 2.5 Fp 26.02 Signs and Billboards 2.5 2.5 Fp max 34.69 Air Side HVAC-Fans,RTU, Heaters,AHU 2.5 6.0 Wet Side HVAC-Boilers,Chiller,Tanks 1.0 2.5 Pumps,Compressors, Pressure vessels 1.0 2.5 Horizontal Fp 26.02 Ibs(Ultimate) Generators, Bafteries,Transformers 1.0 2.5 Vertical Fp 4.34 Ibs(Ultimate) Panel board,Switch Gear 2.5 6.0 Comm. Equip.,Computers,Instrumentation 1.0 2.5 Lighting Fixtures 1.0 1.5 Vibration isolated component 2.5 2.5 Ductwork 2.5 6.0 Electrical Conduits,plumbing,Rigid Cable tray 1.0 2.5 Conveyors(non personnel) 2.5 3.0 Suspended cable tray 2.5 6.0 M•Engineering Structural,Mechanical,Electrical&Industrial Engineers 750 Brooksedge Blvd. Phone: 614-839-4639 Westerville;Ohio 43081-2820 Fax: 614-839-2222 -kIProject Seghora—Evergreen CT Job No. 1142 -1183 Sht of M-Engineering Client: Date: 12-07-11 By: AC r„r.•r.vr Cam{' �ip� �'•f�1 •t�� S. Fi w•�s^�". !! ` 11 VIC i I No. I;.3OO c... �C ' J�;�- Sou-t� {-�►I.-dfov Gl GopF, � C �a • 1.5�'� F� �• ti.�6a 0.V4 0,13(, ShG =�G �-I)l t4 Pcra�4 {� F � g 1 h 1 •g3� �,� 0.10 009 = I�i.b3 �l 10.►�a) ' ��9t`� Est. MAI I ` Conterminous 48 States 2003 International Building Code Zip Code = 06074 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Data are based on a 0.10 deg grid spacing Period Centroid Sa (sec) (g) 0.2 0.271 (Ss) 1.0 0.085 (S1) Period Maximum Sa (sec) (g) 0.2 0.274 (Ss) 1.0 0.085 (S1) Period Minimum Sa (sec) (g) 0.2 0.269 (Ss) 1.0 0.085 (S1) Conterminous 48 States 2003 International Building Code Zip Code = 06074 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D Period Centroid Sa (sec) (g) 0.2 0.429 (SMs, Fa = 1.583) 1.0 0.204 (SM1, Fv = 2.400) Period Maximum Sa (sec) (g) 0.2 0.433 (SMs, Fa = 1.581) 1.0 0.204 (SM1, Fv = 2.400) Period Minimum Sa (sec) (g) r 1.0 0.203 (SM 1, Fv = 2.400) Conterminous 48 States 2003 International Building Code Zip Code = 06074 Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and S131 = 2/3xSM1 Site Class D Period Centroid Sa (sec) (g) 0.2 0.286 (SDs) 1.0 0.136 (SD1) Period Maximum Sa (sec) (g) 0.2 0.288 (SDs) 1.0 0.136 (SD1) Period Minimum Sa (sec) (g) 0.2 0.285 (SDs) 1.0 0.135 (SD1) _ M•Engineering Structural,Mechanical,Electrical&Industrial Engineers 750 Brooksedge Blvd. Phone: 614-839-4639 Westerville,Ohio 43081-2820 Fax: 614-839-2222 0 Project Sephora—Evergreen CT Job No. 1142-1183 Sht of M-Engineering Client: Date: 12-07-11 By: AC sew Pcro►.�afo-�� 0�-'h4af..-0t. 1. 0 Z9,4 SU do tr� �►��,,� . _ R�tw�. i • M•Engineering Structural,Mechanical,Electrical&Industrial Engineers 750 Brooksedge Blvd. Phone: 614-839-4639 Westerville,Ohio 43081-2820 Fax: 614-839-2222 ` k / Project Sephora—Evergreen CT Job No. 1142-1183 Sht of M-Engineering Client: Date: 12-07-11 By: AC LA-1E-A I. Otkd-A C�roP� �pW.A s.-ot CO I{ 3•�� ti� '• M-Engineering Structural,Mechanical,Electrical&Industrial Engineers 750 Brooksedge Blvd. Phone: 614-839-4639 11 Westerville,Ohio 43081-2820 Fax: 614-839-2222 Project Sephora—Evergreen CT Job No. 1142-1183 Sht of M-Engineering Client: Date: 12-07-11 By: AC 0 0�ei"CHA 4+J I a fro,"& . • 3 � % I�,ti� o.6� i3entLey' WENGINEERING Current Dite:12/9/2011 11:48 AM Units system:English Filename:P:\1 142)o=\l 1421183\STRUCTURAL\Design\Ram Models\LongFrame.etz\ on CA 1 115 Co. %A � . $en ley, M-ENGINEERING Current Date:12/14/2011 3:54 PM Units system:English File name:P:\1142xxxx\11421183\STRUCTURAL\Design\Ram ModelsV-ongFrame.etz\ Steel Code Check Report: Summary-Group by description Load conditions to be included in design C1=DL+SL C2=DL+0.75SL+0.75WL C3=DL+0.75SL-0.75WL C4=0.6DL+WL+WLc C5=0.6DL-WL-WLc Description Section Member Ctrl Eq. Ratio Status Reference B7 TUBE 6x6x1_2 9 C4 at 50.00% 0.10 OK (1-11-1b) B2 TUBE 6x2x1 4 11 C4 at 0.00% 0.18 OK (1-11-1 b) B3 8 C4 at 100.00% 0.23 OK (1-11-1b) B4 21 C4 at 0.00% 0.10 OK (1-11-1b) C1 TUBE 8x6x3 8 5 C4 at 0.00% 0.20 OK (1-11-1 b) C2 TUBE 6x4x1_4 2 C3 at 100.00% 0.14 OK (1-11-1b) Pagel $G ntley' M-ENGINEERING Current Date: 12/14/2011 3:57 PM Units system:English File name:P:\1142xxxx\11421183\STRUCTURAL\Design\Ram Models\LongFrame.etz\ Analysis Results Envelope for nodal reactions Note.- Ic is the controlling load condition My Y --- t Fy Mx z Fx Fz,�-� J r~ Mz� Direction of positive forces and moments Envelope of nodal reactions for C1=DL+SL C2=DL+0.75SL+0.75WL C3=DL+0.75SL-0.75WL C4=0.6DL+WL+WLc C5=0.6DL-WL-WLc C6=DL+SL C7=DL+0.75SL+0.75WL C8=DL+0.75SL-0.75WL C9=0.6DL+WL+WLc C10=0.6DL-WL-WLc Forces Moments Node Fx Ic Fy Ic Fz Ic Mx Ic My Ic Mz Ic [Kip] (Kip] (Kip) [Kip*ft] [Kip*ft] [Kip*ft] 1 Max 0.592 C5 0.538 C4 0.150 C1 0.00000 C1 0.00000 C1 0.00000 C1 Min -0.587 C4 -0.473 C5 -0.101 C5 0.00000 C1 0.00000 C1 0.00000 C1 2 Max 0.112 C3 2.527 C1 0.112 C1 0.00000 C1 0.00000 C1 0.00000 C1 Min -0.072 C4 -1.494 C5 -0.067 C5 0.00000 C1 0.00000 C1 0.00000 C1 3 Max 0.592 C5 0.537 C4 0.101 C5 0.00000 C1 0.00000 C1 0.00000 C1 Min -0.587 C4 -0.473 C5 -0.150 C1 0.00000 C1 0.00000 C1 0.00000 C1 4 Max 0.112 C3 2.532 C1 0.067 C5 0.00000 C1 0.00000 C1 0.00000 C1 Min -0.072 C4 -1.496 C5 -0.112 C1 0.00000 C1 0.00000 C1 0.00000 C1 9 Max 1.032 C5 0.610 C4 0.272 C1 0.00000 C1 0.00000 C1 0.00000 C1 Min -1.044 C4 -0.523 C5 -0.188 C5 0.00000 C1 0.00000 C1 0.00000 C1 10 Max 1.032 C5 0.611 C4 0.188 C5 0.00000 C1 0.00000 C1 0.00000 C1 Min -1.044 C4 -0.523 C5 -0.272 C1 0.00000 C1 0.00000 C1 0.00000 C1 Pagel . .J Bentley, WENGINEERING Current Date:12/14/2011 3:58 PM Units system:English Filename:P:\1142:o=\11421183\STRUCTURAL\Design\Ram Models\LongFrame.etz\ Load condition:WL=Wind Load Loads Global distributed-Members Local distributed-Members \ i Y II $enttey M-ENGINEERING Current Date: 12/14/2011 3:59 PM Units system:English Filename:P:\1142)000d11421183\STRUCTURAL\Design\Ram Models\LongFrame.etz\ Load condition:SL=Snow Load Loads Global distributed-Members Local distributed-Members SAOW W4 -a [ %ft] iP =0.1 [Ki)/ft2] Y 1 Z,, %. - BentleyM-ENGINEERING Current Date: 12/14/2011 3:59 PM Units system:English File name:P:\1142)000d11421183\STRUCTURAL\Design\Ram Models\LongFrame.etz\ Load condition:DL=Dead Load Loads Global distributed-Members Local distributed-Members b�tD l�aD�p - oillaP/ft7 - -0- OE-03KP/ftl -0.02 -0.01[Ki yn N f - .00E-03[Kip/ft] Y 1 I • % 'Senftey, M-ENGINEERING Current Date: 12/14/2011 4:00 PM Units system:English Filename:P:\1142x)=%l1421183\STRUCTURAL\Desi n\Ram Models\Lon Frame.etz\ f)(ht,ft-,jj 2 t-) f �• PLC �•�SS� '� d,�sk'lL I I I; �3�� :.v�'s • µ�"� I ''list=0 191$65[in] I �v Ty=A 079876[inj,-" �' i$sV •sF s T 6;14067[9n] Ty=-5.6551�=ti6[in} I I I I I � Y .X _ M•Engineering Structural,Mechanical,Electrical&Industrial Engineers 750 Brooksedge Blvd. Phone: 614-8394639 Westerville,Ohio 43081-2820 Fax: 614-839-2222 k 01 Project Sephora—Evergreen CT Job No. 1142-1183 Sht of M-Engineering Client: Date: 12-07-11 By: AC SAV K*wV som l6 � 411' 20,931 0ALA 4,0 2r5�t Y` M '. Or[� f� • ' .� D 0.0V 0,10 , 01 4 .bD _ M•Engineering Structural,Mechanical,Electrical&Industrial Engineers 750 Brooksedge Blvd. Phone: 614-839-4639 Westerville,Ohio 43081-2820 Fax: 614-839-2222 I ' Project Sephora—Evergreen CT Job No. 1142-1183 Sht of M-Engineering Client: Date: 12-07-11 By: AC rF� KO —0.IV 0-11 ?A. 43& U3 0.60 -2.83 M MI I Ura : HSJ GAG �4 I � —14�L,—j— Ck A 24 `I Y� too Iggti�.� a Dot (ID«- q _ M•Engineering Structural,Mechanical,Electrical&Industrial Engineers 750 Brooksedge Blvd. Phone: 614-839-4639 Westerville,Ohio 43081-2820 Fax: 614-839-2222 • 440 Project Sephora—Evergreen CT Job No. 1142-1183 Sht of M-Engineering Client: Date: 12-07-11 By: AC 0.")c 14 0.061 V-►�h O ,nti k L /r� SKo�.'t sPAr� "WELDGRP.xis" Program Version 2.3 WELD GROUP ANALYSIS Using the Elastic Method for up to 24 Total Welds Job Name: I Subject: Job Number: Originator: Checker: Input Data: Number of Welds, Nw=® 14.0 Weld Coordinates: Start End X1 in. Y1 in.) X2 in. Y2 in. 12.0 Weld#1 0.000 0.000 6.000 0.000 Weld#2 6.000 0.000 6.000 6.000 t 0.0 Weld#3 6.000 6.000 0.000 6.000 Weld#4 0.000 6.000 0.000 0.000 c8.0 6.0 4.0 2.0 0.0 0.0 2.0 4.0X-A%(in.)eA 40 12.0 WELD GROUP PLOT _ +Y 1=Start 2=End 1 2 2 Weld#3 Weld#2 No.of Load Points=01 Weld#1 Load Point Data: 1 PF Point#1 1 2 X-Coordinate(in.)= 3.000 +X Y-Coordinate(in.) = 3.000 Origin Z-Coordinate(in.) = 0.000 +Z Axial Load, Pz(k)= 0.17 NOMENCLATURE Shear Load, Px(k)= 0.53 Shear Load, Py(k)= -0.18 Moment, Mx(in-k)= 7.92 _ Moment, My(in-k)= -3.00 Moment, Mz(in-k)= 13.32 (continued) 1 of 2 12/9/2011 9:13 AM "WELDGRP.xls" Program Version 2.3 Results: Weld rouD Pro erties: E Loads ral C.G.of Weld Group Lw= 24.000 in. E Pz= 0.17 kips Xc= 3.000 in. E Px= 0.53 kips Yc= 3.000 in. E Py= -0.18 kips Ix= 144.00 in^3 E Mx= 7.92 in-k ly=1 144.00 in^3 E My= -3.00 in-k J = 288.00 in-3 E Mz= 13.32 in-k Weld Forces k/in. Fw 1 Fw(2) Weld#1 0.310 0.228 Weld#2 0.228 0.293 Weld#3 0.293 0.217 Weld#4 _ 0.217_ 0.310 Required E70XX Weld Size: Fw(max)= ±0. 10 kipsAn. Fillet(leg)= 21 y in. Throat(eff)= 15 in. 2 of 2 12/9/2011 9:13 AM l�o SVAP "WELDGRP.xls"Program Version 2.3 WELD GROUP ANALYSIS Using the Elastic Method for up to 24 Total Welds Job Name: Subject: Job Number: Originator: Checker. Input Data: Number of Welds, Nw=® 14.0 Weld Coordinates: Start End X1 (in.) Y1 in. X2 in. Y2 in. 12.0 Weld#1 0.000 0.000 6.000 0.000 Weld#2 6.000 0.000 6.000 6.000 t 0.0 Weld#3 6.000 6.000 0.000 6.000 Weld#4 0.000 6.000 0.000 0.000 c8.0 co 56.0 4.0 2.0 0.0 0.0 2.0 4.0X- %(in.)8.0 100 120 WELD GROUP PLOT +Y 1=start 2=End 1 2 2 Weld#3 Weld#2 No.of Load Points=0 Weld#1 Load Point Data: 1 Point#1 1 2 X-Coordinate(in.)= 3.000 +X Y-Coordinate(in.)= 3.000 -Origin Z-Coordinate(in.)= 0.000 +Z Axial Load, Pz(k)= 0.36 NOMENCLATURE Shear Load, Px(k)= -0.74 Shear Load, Py(k)= 0.24 Moment, Mx(in-k)= 33.96 _ Moment, My(in-k)= 7.20 Moment, Mz(in-k)= -33.96 (continued) II 1 of 2 12/9/2011 10:55 AM "WELDGRP.xis" Program Version 2.3 Results: Weld Grout) Pro erties: E Loads ral C.G.of Weld Group Lw= 24.000 in. E Pz= 0.36 kips Xc= 3.000 in. E Px= -0.74 kips Yc= 3.000 in. E Py= 0.24 kips Ix= 144.00 in^3 E Mx= 33.96 in-k ly= 144.00 inA3 E My=1 7.20 in-k J = 288.00 inA3 E Mz= -33.96 in-k Weld Forces Win. Fw 1 Fw(2) Weld#1 0.758 0.988 Weld#2 0.988 0.742 Weld#3 0.742 0.999 Weld#4 0.999 0.758 Required E70XX Weld Size: Fw(max)= 0.999 kipstin. Fillet(leg)= 0.067 in. Throat(eff)= 0.048 in. 2 of 2 12/9/2011 10:55 AM _ M•Engineering Structural,Mechanical,Electrical&Industrial Engineers 750 Brooksedge Blvd. Phone: 614-839-4639 Westerville,Ohio 43081-2820 Fa)c 614-839-2222 Project Sephora—Evergreen CT Job No. 1142-1183 Sht of M-Engineering Client: Date: 12-07-11 By: AC AHU sVFQJR-rl RAµlNe AKv 3tA it% f p U--1. 4k 61Cct C0paa.k'J ; Flew 1 i g ' - P119l 1, z to , 0)60,c p,Sq r h < 6rQe4 �raclr� _ oV G1rtv�k� b4e M. � r NMI I 50>-011 Seismic Demands on Non-Structural Components Component ap RP ASCE 7 Interior Wall or Partitions 1.0 2.5 Parapet or cant int wall braced below CM 2.5 2.5 SDs 0.271 ap 2.50 Parapet or cant int wall braced above CM 1.0 2.5 WP 425 psf RP 6.00 Exterior non structral wall 1.0 2.5 z 20.83 ft IP 1.00 Veneer 1.0 2.5 h 20.83 ft z/h 1.00 Ceiling 1.0 2.5 Cabinets and Shelves 1.0 2.5 Fp min 34.55 Appendages and Ornaments 2.5 2.5 FP 57.59 Signs and Billboards 2.5 2.5 FP max 184.28 Air Side HVAC-Fans,RTU, Heaters,AHU 2.5 6.0 Wet Side HVAC-Boilers,Chiller,Tanks 1.0 2.5 Pumps,Compressors, Pressure vessels 1.0 2.5 Horizontal Fp 57.59 Ibs(Ultimate) Generators, Batteries,Transformers 1.0 2.5 Vertical Fp 23.04 Ibs(Ultimate) Panel board, Switch Gear 2.5 6.0 Comm. Equip.,Computers,Instrumentation 1.0 2.5 Lighting Fixtures 1.0 1.5 Vibration isolated component 2.5 2.5 Ductwork 2.5 6.0 Electrical Conduits,plumbing,Rigid Cable tray 1.0 2.5 Conveyors(non personnel) 2.5 3.0 Suspended cable tray 2.5 6.0 • M•Engineering Structural,Mechanical,Electrical&Industrial Engineers ` 750 Brooksedge Blvd. Phone: 614-839-4639 11 Westerville,Ohio 43081-2820 Fax: 614-839-2222 Project Seohora—Evergreen CT Job No. 1142-1183 Sht of M Engineering Client: Date: 12-07-11 By: AC epS b. °1 GA W\r IF 0.010b t?J 0,'51r- � �I� 7 c r✓�rc.rl f low 7 vaa P�K�841. • r Seismic Demands on Non-Structural Components Component aP RP ASCE 7 Interior Wall or Partitions 1.0 2.5 Parapet or cant int wall braced below CM 2.5 2.5 SoS 0.271 aP 2.50 Parapet or cant int wall braced above CM 1.0 2.5 WP 80 psf RP 2.50 Exterior non structral wall 1.0 2.5 z 20.83 ft IP 1.00 Veneer 1.0 2.5 h 20.83 ft z/h 1.00 Ceiling 1.0 2.5 Cabinets and Shelves 1.0 2.5 Fp min 6.50 Appendages and Ornaments 2.5 2.5 FP 26.02 Signs and Billboards 2.5 2.5 FP max 34.69 Air Side HVAC-Fans,RTU, Heaters,AHU 2.5 6.0 Wet Side HVAC-Boilers,Chiller,Tanks 1.0 2.5 Pumps,Compressors, Pressure vessels 1.0 2.5 Horizontal FP 26.02 Ibs(Ultimate) Generators, Bafteries,Transformers 1.0 2.5 Vertical FP 4.34 Ibs(Ultimate) Panel board, Switch Gear 2.5 6.0 Comm. Equip.,Computers,Instrumentation 1.0 2.5 Lighting Fixtures 1.0 1.5 Vibration isolated component 2.5 2.5 Ductwork 2.5 6.0 Electrical Conduits,plumbing,Rigid Cable tray 1.0 2.5 Conveyors(non personnel) 2.5 3.0 Suspended cable tray 2.5 6.0 J L a0D tv.2rq �e e�-� �1 1�2e000 �i '"1 Roo ;✓.ea-t�czev; w1ati . sm;+' I sa0OcCe i 2l q russco Russco, Inc. 565 Commerce Drive— Suite 2 Phone: 508-674-5280 Fall River,.MA 02720 Fax: 508-673-8855 March 2, 2012 Town of South Windsor Building Department 0 1540 Sullivan Ave. MAR 0 7 2012 South Windsor, CT 06074 South VVmdsor BUI1 DING DEPARTMENT RE: Permit#1200061 3=hora Store The Promenade Shops at Evergreen Walk South Windsor, CT 06074 To Whom It May*Concern: Russco, Inc. will be superceding Steadfast Development, who was listed on the Permit Application as the General Contractor. This job has been awarded to Russco, Inc. Respectfully submitted, Russell Pichette, Jr. Russco, Inc. k I I — I 5 I 4 I S I 2 1 1 I f A.b B C p o E D D ...................................................................................................................................................................................................................................................................................................................................................................... .......... _. III.........._................................_..............._ . .........................................................;................................................. ......................_.............................__........... .. ...... 525 MARKET STREET, I 1 0 . O 0 32ND FLOOR III ' /tic SAN FRANCISCO, CA 94105 ............... __- ............... :................................................. .... �x %s Ti�t�' �� _.. .............. _.�.. - - 1..... l ............... ...................._ I .._....................__............ oo � �-000 000 0 00 000,E 000 0 , r C - � :... McCall Design Group 550 Keamy Street,Suite 950 10.9 — _ _ __ — Z-1 San Francisco, CA 94108 o � 1 p t . 41 5 . 288 . 81 50 0f . 415 . 288 . 8181 ...........................................................................................: J O O O L001 www.mccalide .com S www.mccalidesign.com I (� I I 0 U 000 o000 000 000 0000 001� 0000 ---- 9 I ................................ I I A.6 B ►:::::::::::::::::: . . .........................:............................................ __ �`� U .. I ! [ ! `t i r I O N. t : Aft i 000 o Co} a o000 �� oo0 7d Q000 o o 000 0000 o o 0000 cnoo f _.........._._ . _._ _ I I V I 0 U M-Engineering 750 Westerville,Ohio e 43081 i QOO 000Q ( �� 00 0000 S .0000 pQQ'O�� S ppp phone:614.839.4639 Q` O � O C� fax:614.839.2222 o y s ;, , 0000 0.000 ® {aka o m o000 0000 0000i� o (Q�}> 0000 ,1f 12 12 UC �D) UE SPRINKLER PLAN 1/4"=1'-0" B ' Q DATE ISSUE DESCRIPTION BY CHECK B 12/01/11 PRELIMINARY DESIGN/ LANDLORD APPROVAL 12/14/1 1 LANDLORD COMMENTS 12/16/11 PERMIT/LL SUBMITTAL 01/27/12 ISSUED FOR BID ��aaeao+oeir�� aOl Af4i e, e V C- ,,e PROJECT LOCATION: �er THE PROMENADE SHOPS P�9o. 3084 ®® 6 �t AT EVERGREEN WALK ' ®®aosaa a ae�o I'I t 200 EVERGREEN WAY GENERAL FIRE PROTECTION NOTES SUITE #264 SOUTH WINDSOR, CT 06074 1. VERIFY ALL CONDITIONS IN FIELD. 6. SPRINKLER SHOP DRAWINGS SHALL BE SUBMITTED TO THE LOCAL AREA: 3,945 SF FIRE PPROVAL BEFORE ANY FIELD VERIFY ALL CONDITIONS 2. REMOVE ALL EXISTING MECHANICAL EQUIPMENT, DUCTWORK, PLUMBING NSTALLATIONLCAN N BEGIN.EIAPPROVE VEDADRAWI DRAWINGS MUST BE AT THE FIXTURES, PIPING, SYSTEMS, ETC, NOT BEING RE—USED. DO NOT JUST JOB SITE DURING CONSTRUCTION. NOTE: FOUR (4) COMPLETE SETS SHEET TITLE: DESIGN DRAWINGS ARE SCHEMATIC. THlS CONTRACTOR SHALL VISIT ABANDON. OF PLANS ARE REQUIRED OR SUBMITTAL FOR SPRINKLER PERMIT. THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT SPRINKLER P L�N EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL 3. THE REVISED SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED 7. SPRINKLER HEADS LOCATED AT THE STOREFRONT, IN SHOWCASE A LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE BY AN EXPERIENCED FIRE PROTECTION CONTRACTOR IN STRICT WINDOWS AND IN HARD SURFACE CEILINGS MUST BE CONCEALED TO EXISTING CONDITIONS. ACCORDANCE WITH THE REQUIREMENTS OF 'THE LANDLORD. TYPE HEAD. HEADS LOCATED IN ACOUSTIC CEILINGS MAY—BE SEMI A LANDLORD'S FIRE INSURANCE UNDERWRITER, AND ALL GOVERNMENT RECESSED TYPE. SURFACE MOUNTED HEADS ARE PERMITTED IN THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR SPRINKLER SYMBOLS AGENCIES AND AUTHORITIES HAVING JURISDICTION OVER THE NON—CUSTOMER AREAS ONLY. PROJECT NO. 11421,183 OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND (NOT ALL SYMBOLS USED) PREMISES. CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL 8. THE EXISTING SPRINKLER SYSTEM AND HEAD LOCATIONS SHALL BE COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY SYMBOL DESCRIPTION 4. COMPREHENSIVE SHOP DRAWINGS AND CALCULATIONS SHALL BE MODIFIED PER TENANT'S NEW FIXTURES, PARTITIONS, SOFFITS, DROP SCALE: AS NOTED THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE — SUBMITTED BY THE CONTRACTOR FOR THE APPROVAL OF THE OWNER, CEILING HEIGHTS. ETC. FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. LANDLORD LANDLORD'S FIRE INSURANCE UNDERWRITER AND THE CONCEALED HEAD FIRE RATING INSPECTION BUREAU. 9. ALL SPRNKLER WORK TO BE DONE BY LANDLORDS DESIGNATED DATE: 1 1 .28.11 BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF UPRIGHT SPRINKLER SPRINKLER CONTRACTOR. DRAWN BY: BLS LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR 5. TENANT'S FIRE PROTECTION CONTRACTOR SHALL DISCONNECT BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT • PENDENT SPRINKLER ON DROP NIPPLE EXISTING SYSTEM FROM MAIN SYSTEM. PERFORM THEIR WORK, TEST, ACCORDANCE WITH GOVERNING CODES, THE PLANS AND .°P DRY PENDANT SPRINKLER THEN RECONNECT THE MAIN SYSTEM. ALL COSTS RELATED TO DRAIN REVIEWED BY: JAH SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL DOWN AND FILLS ARE TO BE BORNE BY TENANT'S FIRE PROTECTION ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT y SIDEWALL SPRINKLER CONTRACTOR. SHEET NO. DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. DRY SIDEWALL SPRINKLER 6 ! 4 3 I 2