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1715 Ellington Road (2)
(ri,grig Mb5rjjq15 l(,0 3 T"iwle- � C��e�F>(��o?zCc��`'`"r"9��APPLICATION FOR BUILDING PERMIT • Elects# )qfY- ' Plumbing# /O{ '� 1715 ELLINGTON ROAD HVAC # oilL4 KRVAC) 25134 D°t : Atm. b .(g9P> Sprinkler# Q ((r1 "100b No. FINAL APPROVALS Estimated Cost $ l000 om Building 1f yS f COMPLETE RED BOXED AREAS Permit Fee $ -17N(0 Engineering TYPE OR PRIBIT ONLY Occupancy Fee S Affidavit y SIGN ON REVERSE S®E Appr.for CO. ey I e1qJ Total Fee $ coo S �IT TO B U NG DEPARTM ,TOWN OF SOUTH WNDSOR,CT (Additional Costl 0 3 The undersigned hereby applies to do work according to the following specifications: Job Location 0 Tfl. .(�Oxr.0o4a0C-Lot No. & Side of Street" r Zon EC Applicant Iy 1.1c-. 'De� T.I.# 4?4-n00 Address ��U-l�' - coo 71 yt3,, let Zp ZD q Lic.# 07 36 R Owner Address S ,Tt 40 Q O via Z Z 1 Z Architect Zckl tffc: cXL�� Address 1901 Ac t,1064. 715 j R( Sq.Ft.N w Area: 1st FI. 2093 9.( 2nd Fl. it 711 3rd Fl 18, l3 7- Total New Area A 3 f 4 #Rooms 0 2. #Lavatories %C RMAC-H . #Bathrooms 15- #Garages Purpose of this permit: -riCJG J o r At -tS CAS cJ G5J t�..� 3 •F City Water ell ❑ Septic System ❑ Sewer Ins. H.O. S.P. Cert. Area P Basement Garage Approved by Date 4 Use Group -f- "Z— Construction Type 2 Revised 1197 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 dis*use from all street lines,side yard lines,and required distances from all other zones and is located in which this building and' use is allowed. Signed I hereby apply for a Certificate of Occupancy for the ribed in this application for the permit. Signed DO NOT WRITE BEL THIS LINE INSPECTION COMMENTS Location of job AFFIDAVIT Additional Fee .$3 6, 4 0 0 .0.0 . . . . State of Connecticut ss. County of Hartford I ++\\ C lT�C TU�� Owner I ..vOS.�P�. . .��.. ...��.1��.1✓�. .. . . . .. .. . .. .of R. �.. . ... . .. . . .�.�MCAgent✓ for building erected under Contractor Permit No.2 51.3 4. .. . . . . .. . ... . . ... .. issued by the Dep't of Building of the Zbwn of South Windsor being duly sworn,make oath and say that the actual cost of the completed work authorized under said permit s.$.7.,.3.1 ,.616—0.0..... . . . .... .. . . . . . .. ^� Signed ' Subscribed and sworn to before me this . .. . .. . . . ... .. . . . ...da of . .. . .. .. . .!!`. . . ... . ... ..... . A.D.19 . . ..... Estimate Cost:$ 4 . 2 7 7 _ i n 0 _ 0 n r . .. .. .... . . .. ... . . . . .I. . .. ... . . . ... . . .. . . . . . Difference: $ n 3 3_ 3 16 n n NotaryPublic Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- 98-25134-B 3,000,000 E01 SERVICE 06/05/98 DCJ A TEMP SERVICE, RELEASED TO N.U. B01 FOOTING 06/15/98 DCJ D CANCELLED AT SITE B01 FOOTING 06/17/98 DCJ A PARTIAL B01 FOOTING 06/19/98 DCJ A B01 FOOTING 06/30/98 DCJ D RAINED OUT B01 FOOTING 07/07/98 DCJ A P02 UNDERGROUND 07/17/98 DCJ A CONDENSATE DRAIN EXITING BLDG. AT KITCHEN AREA CONDENSATE AND WASTE TEST P02 UNDERGROUND 07/22/98 DCJ A E02 UNDERGROUND 07/30/98 DCJ A P02 UNDERGROUND 08/07/98 RAN A CONTINUATION OF UNDERGROUND AND TEST P02 UNDERGROUND 08/26/98 DCJ A E02 UNDERGROUND 09/03/98 JRC A CONDUITS FOR COOLING TOWER P02 UNDERGROUND 09/03/98 JRC A CONDENSATE LINES FOR COOLING TOWER (611PVC) PO4 GAS TEST 10/26/98 JFF A 100 PD TRUNK LINE BRANCH LINES ROOF UNITS B09 OTHER 11/13/98 JRC WALKTHRU-PROGRESS CONFIRM ROOFING PLYWOOD TO BE FIRE RETARDENT E01 SERVICE 12/02/98 JDI A RELEASED OK (VOICE MAIL) Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- P03 ROUGH 12/10/98 DCJ A 1ST AND 2ND FLOOR COL. 5-16/K-Q WATER LINE 100LB TEST H03 ROUGH 12/10/98 DCJ A DUCT WORK THROUGHOUT, PENETRATIONS TO BE ADDRESSED B03 FRAMING (ROUGH) 12/14/98 DCJ A EXTERIOR WALLS PRIOR TO INSULATION B04 INSULATION 12/14/98 DCJ D NOT READY H03 ROUGH 12/14/98 DCJ A 2" HOT WATER MAIN 1ST FLOOR P03 ROUGH 12/17/98 DCJ A COL. 5-16, K-Q, WATER PIPE THIRD FLOOR ONLY P03 ROUGH 12/22/98 DCJ A DWV PHASE 3, H2O THRU THE ROOF H03 ROUGH 12/22/98 DCJ A HOT H2O RISERS PHASE 3 E03 ROUGH 12/23/98 JDI A H03 ROUGH 12/24/98 DCJ A HEAT PUMP MAINS, PHASE 3 PRESSURE TEST 70LBS. E03 ROUGH 01/14/99 DCJ A 2ND FLOOR PHASE 3 E03 ROUGH 01/20/99 JDI A P03 ROUGH 01/22/99 DCJ A DWV, WATER 1ST FLOOR PHASE 1, KITCHEN AND BOILER ROOM PO4 GAS TEST 01/22/99 DCJ A GAS SUPPLYING KITCHEN APPLIANCES P03 ROUGH 01/28/99 DCJ A PHASE 2, DWV THRU ROOF, AIR TEST ON WATER H03 ROUGH 01/28/99 DCJ A LOOP WATER FOR HEAT, AND RISERS FOR INDIVIDUAL UNITS Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- E03 ROUGH 01/29/99 JDI A PHASE II FLOOR 2 P03 ROUGH 02/10/99 DCJ A PHASE 1 ALL FLOORS, DWV & WATER TESTS E03 ROUGH 02/10/99 JDI A 3RD FLR PHASE II S09 OTHER 02/10/99 JDI SPRINKLER HEAD LOCATIONS ® ELEC EQUIP/1ST FLR 3 RD FLOOR H03 ROUGH 02/17/99 JRC A AIR TEST FOR TIN TUBE AND AIR PUMP SUPPLY PIPING PHASE I E03 ROUGH 02/19/99 JDI A E03 ROUGH 02/24/99 JDI A 2ND FLOOR PHASE III B10 FINAL 05/21/99 JRC A APPROVED FOR CO & CLOSEOUT 05/25/99 98-10176-P 430,000 98-10214-H 135,000 98-1109-S 112,000 98-14887-E 500 98-25806-B 78,000 SITE COMPLIANCE CHECKLIST TOWN of SOUTH WINDSOR, CONNECTICUT 1715 ELLINGTON ROAD LOT_# Reviewed By �.Q�� ineering) ARCHITECTURE INC/WILLIAM D Date Reviewed 5 Approve Denied 1801 ALEXANDER BELL DR,RESTON,VA Reviewed By BP_#_25134_ Ph_#_(703)476-3900 Date Reviewe Approved t Date Submitted 00/00/00 ***** FOR C f 0 ** As required in the Zoning and/or Subdivison Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A 1. Approved building permit plan 2. Finish grading per approved building permit plan 3. Site work; i.e. trees, shrubs-,���,.�,�, pc�?• dumpsters, required parkin___ 4. Utility location; a. sanitary sewer/septic system b. €etfac� , drain C. electrical & telephone d. water .�_ e. other CGAs 7 5. Sewer connection charge paid 6. Appropriate certification 7. Bonding 8. Planning & Zoning/ Inland Wetlands Considerations Sewer Permit No. (p�f Pavement Excavation No. COMMENTS: LANfl5cwf69- �O Q9vass or Vcac,; -� LOAM OarR GRAv*L DRNC, . 8 "Awe �. cAtl 14-10 �i4 LAwtin�cr—ro s�f� err T111S 1S S.S,Q, JyAY j 1999 N � 4+ w ti DEPARTMENT DECISION 1T APPLICATION FOR ELECTRICAL PERMIT 7 Inn #7 Application is hereby: TOWN of SOUTH WINDSOR BUILDING DEPARTMENT Bldg Permit# UP UP R 0 1540 SULLIVAN AVENUE 12 el 644-2511 ext.230 Date Building Inspector Application must be printed or typed Location of job rt n oct c 7 Street No. Street. Lot No. FEE SCHEDULE $0 - $1,000 - $12.00 Floor Apt.No. Over $1,000 $12.00 per$1,000 OWNER '��Gl U Reajf4 O&v,,o C, or any fraction thereof ADDRESS OWNERS PHONE# APPLICANT Aj R, ,,k j< � a e,fa Vd N Se ADDRESS �C( i n S` . lot 4( C) ESTIMATED COST$ IS THIS A CONTRACT COST lu YES NO FEE ENCLOSED $ SCR CO ME OF JOB: Original Installation Alteration/Addition Repair Revised 11/95 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPLICATION YES / NO BUSINESS ASSEMBLY CURRENT USE AND OCCUPANCY MERCANTILE EDUCATIONAL FUTURE USE AND OCCUPANCY � INSTITUTIONAL FACTORY STORAGE ENGINEER'S NAME PHONE GARAGE MIXED USE ADDRESS CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF MAIN FEEDERS AND RATING OF WIRE USED NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED 7 YES/NO NUMBER 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 SEPERATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK r4 �� 0UtL 'L`CAJ L)L> l a THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONN. BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. F_l V 2- cm:�e NAME STATE LICENSE NO. TYPE SIGNATURE OF APPLICANT PHONE NO. DATE 2.c;IN - � DEPARTMENT DECISION PERMIT# APPLICATION FOR ELECTRICAL PERMIT Application is hereby: TOWN of SOUTH WINDSOR BUII.DING DEPARTMENT Bldg Permit# 'APPROVE 1540 SULLIVAN AVENUE OM J7 644-2511 ext.230 Date Building Inspector Application must be printed or typed Location of job I7/5 ZKLCr1G761� &D Street No. Street Lot No. FEE SCHEDULE Floor Apt.No. $0 - $1,000 - $12.00 Over $1,000 $12.00 per$1,000 OWNER UN tj Eyd ut� t - 1 e4f 15-- G f-&uP or any fraction thereof ADDRESS Sidi !?�� � 1 �10 tZ l�iCfi7111f (/.� OWNERS PHONE# APPLICANT QJS16A OWN C ADDRESS -4 Ok G� ... ES'TIM[ATED COST$ ��, �-DO C IS THIS A CONTRACT COST? YES NO l� CJ FEE ENCLOSED TYPE OF JOB: OR-Co 20riginal Installation Alteration/Addition/Repair Revised 11/95 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED RESIDENTIAL BUILDING PERMIT APPLICATION YES / O BUSINESS ASSEMBLY CURRENT USE AND OCCUPANCY MERCANTILE EDUCATIONAL FUTURE USE AND OCCUPANCY INSTITUTIONAL FACTORY STORAGE ENGINEER'S NAME R6 UAII)l 1, PHONE GARAGE MIXED USE ADDRESS A55157 M LI V177L CITY /I STATE VA. ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD L SIZE OF MAIN FEEDERS AND RATING OF WIRE USED (-7 00 roc h� NUMBER OF METERS_� NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED?YES/NO NUMBER 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 SEPERATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK i cQd P1 csC -t r�t� ✓h� l �i L�7� ��9�'1 S 1�1'1 S�b-0 i F?QM o6 on r(LC- THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM WO rES IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF COJ BU PERFORMANCE OF SUCH WORK. NAME STATE LICENSE NO. TYPE S='— APP CANT PHONE NO. 66 - D 7( DATE IMSPECTOR v DATE 12 Z TIME ►r�- �-�e� LOCATION In ` INSPECTION: CODE: RESULT(D/A) : 4F� C [ BUILDING: ELECTRICAL: PLUMBING: HVAC: OTHER: v L [7, [rF b, �T ) •�~:�. DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT Application is hereby: TOWN of SOUTH WINDSOR BUILDING DEPARTMENT Bldg Permit# APPRO 1540 SULLIVAN AVENUE s l 3 I 1- \ 644-2511 ext.230 Date uilding Inspector Application must be printed or typed Location of job RJ Street No. Street Lot No. FEE SCHEDULE Floor Apt.No. $0 - $1,000 - $12.00 Over $1,000 $12.00 per$1,000 OWNER or any fraction thereof ADDRESS S:0 v�-� ���r.�S uf2 OWNERS PHONE# APPLIC C3 c a 7- 57-%f-f-P eI() 2T ecTa1 c. 0 N S ADDRESS .kO 1�� �10 c. q< G1c C) G il\ ESTIMATED COST$ ZZ ow C IS THIS A CONTRACT COST? YES NO CJ FEE ENCLOSED $ � OR-Co TYPE OF JOB: Original Installation Alteration/Addition/Repair Revised 11/95 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPLICATION YES / NO BUSINESS ASSEMBLY CURRENT USE AND OCCUPANCY MERCANTILE EDUCATIONAL FUTURE USE AND OCCUPANCY VC\S S. 1 S 1 IF 0 INSTITUTIONAL FACTORY STORAGE ENGINEER'S NAME PHONE GARAGE MIXED USE ADDRESS CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD W �(o►-T'�G (,� �O�t:;0C L- SIZE OF MAIN FEEDERS AND RATING OF WIRE USED NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED?YES/NO NUMBER 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 SEPERATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK (7- 2 j"C rc r THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONN. BUILDING CODES IN PERFORMANCE OF SUCH WORK. NAME STATE LICENSE NO. TYPE SIGNATURE OF LICANT PHONE NO.66'0r C'l DATE 11 13 f 8 DEPARTMENT DECISION C R]MIT# APPLICATION FOR ELECTRICAL PERMIT Application is hereby: TOWN of SOUTH WINDSOR BUILDING DEPARTMENT Bldg Permit# APPROVED 1540 SULLIVAN AVENUE t4 644-2511 ext.230 Date Building Inspector Application must be printed or typed ITS'* Location of job j,l�f aija�m a Street No. street Lot No. FEE SCHEDULE P 'ICE Floor Apt.No. $0 - $11,000 - $12.00 Over $1,000 $12.00 per$1,000 OWNER or any fraction thereof ADDRESS fjPr sf}NnZ�67 12.1) ,T1 7K W OWNERS PHONE# APPLICANT 9�W t&— �MjN ADDRESS 4( -T7V WOW 67- ZOY6 ESTIMATED COST$ IS THIS A CONTRACT COST? U YES NO ... FEE ENCLOSED $ 00 OR-CO TYPE OF JOB: Original Installation Alteration/Addition Repair Revised 11/95 G APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPLICATION YES / NO BUSINESS ASSEMBLY CURRENT USE AND OCCUPANCY MERCANTILE EDUCATIONAL FUTURE USE AND OCCUPANCY tejy)= IJ I)1& F IZ J ✓ INSTITUTIONAL FACTORY STORAGE ENGINEER'S NAME jeY, y &MQU I PHO 7a G t 37Db GARAGE MIXED USE ADDRESS J CITY J>��� IJ� STATE V/j. ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF MAIN FEEDERS AND RATING OF WIRE USED NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED?YES/NO NUMBER 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 SEPERATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WO -t-Ei, I THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFO THE WrDIN D IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF C .BU HE PERFORMANCE OF SUCH WORK. NAME STATE LICENSE NO. TYPE SIV- OF AP LICANT PHONE NO. Y�9(��710 DATE INSPECTOR DATE (,2L TIME LOCATION INSPECTION: CODE: RESULT(R/A) : BUILDING: ELECTRICAL: +e-m PLUMBING: HVAC: OTHER: DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT 1&0 1, Application is hereby: TOWN of SOUTH WINDSOR BUILDING DEPARTMENT Bldg Permit# (;�APiP:R0 1540 SULLIVAN AVENUE o?$ 3 644-2511 ext.230 Date Building Inspector Application must be printed or typed Location of job 11716-0� 2 Street No. Street Lot No. - FEE SCHEDULE t _ Floor Apt.No. $0 - $1,000 - $12.00 Over $1,000 r $12.00 per$1,000 OWNEP64 mw eml, 1 CAz :s� or any fraction thereof ADDRESS,--5 ������ � �/=�� b OWNERS PHONE# APPLICANT � ?OWfV\— tLl W N ADDRESS c , T ESTIMATED COST$ O O C IS THIS A CONTRACT COST? YES NO ;•-.:: C� FEE ENCLOSED OR C�� F JOB: Original Installation Alteration/Addition/Repair Revised 10/96 APPLICATION FOR PLUMBING PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION YES / NO RESIDENTIAL BUSINESS CURRENT USE AND OCCUPANCY ASSEMBLY MERCANTILE FUTURE USE AND OCCUPANCY UCATIONAL INSTITUTION _ FACTORY ENGINEER'S NAME ,�✓1 c PHONE STORAGE GARAGE ADDRESS MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION SIZE OF MAIN DRAIN -� NO. OF TOILETS STYLE NO. OF NALS�STYLE NO. OF BATHTUBS' NO. OF SHOWERS_ff NO. OF LAVATORIES NO. OF CONDUCTO S SIZE O. OF STACKS 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 S NO 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 LtMANUFACTURFjZ, TANKS SAFETY DEVICES TEMPERATURE CAPACITY RELIEF VALVE TEST PRESSURE WORKING PRESSURE ZjJPRESSURE RELIEF VALVE TYPE MANUFACTURER DESCRIPTION OF WORK Lnn=� -L�CiU`� l THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF C BUILD G C ES IN PERFORMANCE OF SUCH Woz)c:) 0 NAME STATE LICENSE NO. TYPE SIGNA OF APPLICANT PHONE N ����� ��� DATE PERMIT# 7DEPARECISION APPLICATION FOR SPRINKLER PERMIT -t�t 9- ereby: TOWN of SOUTH WINDSOR BULL DING DEPARTMENT Bld Permit#5-1 ,D 1540 SUL LIVAN AVENUE ��644-2511 ext. 230 Date Building Inspector Application must be printed or typed Location of job Street No. Street Lot No. FEE SCHEDULE Floor Apt.No. $O - S 1,000 - S 12.00 Over $1,000 $12.00 per$1,000 OWNER 'S-11►�„wcw.�c c c,cr orb w� W�N v� °;- or any fraction thereof ADDRESS OWNERS PHONE# APPLICANT ; H S ADDRESS �r3 Tu.�•►� rt.�-�s— 1�R••�� e; ESTIMATED COSTS IS THIS A CONTRACT COST?psi C YES NO Oft �v FEE ENCLOSED S 13 �� TYPE OF JOB: OR-Co V-'- Original Installation Alteration/Addition/Repair Revised 10/96 APPLICATION FOR SPRINKLER PERMIT(Continued from reverse side) TYPE OF BUILDING TYPE OF CONSTRUCTION USE GROUP NO. OF STORIES 3 L RESIDENTIAL IS THIS APPLICATION ASSOCIATED WITH A BUSINESS BUILDING PERMIT APPLICATION (!g NO ASSEMBLY CURRENT USE AND OCCUPANCY MERCANTILE EDUCATIONAL FUTURE USE AND OCCUPANCY INSTITUTIONAL FACTORY STORAGE ENGINEER'S NAME PHONE4%3 Oat- 5�c;, GARAGE MIXED USE ADDRESS 1.3z- CITY STATE wl.p ZIP o i o 3 -o- (Other please specify) KIND OF INSTALLATION DRY d4- WET vc COMBINATION CHEMICAL —571W`cG -1Z SIZE OF MAIN DRAIN WATER PRESSURE AT STREET(PSI) 4-7 ARE SPRINKLER HEADS ALTERED Y/N N IF YES CHECK ALL THAT APPLY ADDED DELETED ALTERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY (CHECK ONE) P.E. INSURANCE CO. WATER FLOW� C-', WATER PRESSURE AT SPRINKLER HEADS(PSI) ' ARE PUMPS REQUIRED Y/N N IF YES CHECK ALL THAT APPLY FIRE BOOSTER OTHER ARE STAND PIPES PROVIDED Y/N IS A SPRINKLER SYSTEM PROVIDED Y/N SPRINKLER SYSTEM MAIN WATER SUPPLY RATING O�� GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP /p PSI DESCRIPTION OF WORK steVt,�l.c.,� �J"�S j t �/✓►p vac--�•�--' a THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONN.BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. �ia�c�.� �stS►-� �Ih� 'l �\ Cam.'._ NAME STATE LICENSE NO. TYPE SIGNATURE OF APPLICANT PHONE NO. �' '2°•Z� DATE Io u5-1 etc lrjr 0441 ARCHITECTURE, INC. MEMORANDUM DATE: December 14, 1998 TO: John R. Collins, Chief Building Official Town of South Windsor, Connecticut FROM: Joseph J. Camarda, Project Manager REF: Summerville at South Windsor An Assisted Care Living Facility in South Windsor, CT A.1. Project No. 97013.10 The following and attached pages summarize the work required for the Model Resident Units. These Models are scheduled to be available for the Owner to show prospective residents and their families on or about January 21, 1999. We have reviewed this with Chief Lanning and he indicated that there were no issues or concerns from the Fire Marshal's point of view. As we noted to Chief Lanning, the spaces in the Model Resident Unit Wing are for demonstration purposes only and will not be occupied. A temporary separation wall and a separate entry/exit is being provided to isolate the Model Wing from the remainder of the incomplete construction. Model Resident Units: Per 'Zo-tion 01010 - Summary of Work of the Contract Specifications, r lease fired the approved plans for the Model Resident Units and the following conditions: x • Temporary Wall as noted on SK-1 shall be a 3 5/8" metal stud wall with 1/2" gypsum wallboard on each side. The wall shall terminate at the finished ceiling. • All spaces, including the five (5) indicated Resident Units, Stair 122, and the temporary Corridor, shall be finished per the Finish Plans. • Resident Units 110 & 111 include Kitchenettes but are omitted from the other Model Resident Units. • All light fixtures, doors and hardware will be fully operational prior to opening the Model Wing. • The Model Wing and shuttle bus route will be_ kept free by the Contractor from construction debris, stockpiles, and vehicles during Marketing Office hours. 1 801 ALEXANDER BELL DRIVE•SUITE 640 • RESTON,VIRGINIA 20191 • (703)476-3900• FAX: (703)264-0733 • (800) 969-3901 800 EAST BROWARD BOULEVARD• SUITE 300 • FORT LAUDERDALE, FLORIDA 33301 • (954) 763-8133 • FAX: (954) 763-5272 •AA C001375 E-MAIL:AI@ARCHINC.COM Memorandum December 14, 1998 Page Two • The building sprinkler system are to be operational in the Model Wing. • HVAC is to be functioning so as to provide the Model Wing with temperatures adequate for the finishes (ideally somewhere between 60 and 68 degrees Fahrenheit). • Please refer to the Specifications in the Project Manual for additional information. Please contact us should you have any comment or question on the foregoing. Encl.. cc: Rich L'Heureux FIP Construction 177 O ALIGN STAIR HSKPG. STOP. TEMPORARY 122 179 178 WALL (TYP.) 6'-0" UP CLEAR ® I TYPE C RESIDENT UNIT C. , 1 1 4 OFFICE 125 - - - �� A �— OR / 2 TYPE C RESIDENT UNIT 113 IDOR I 8 ALIGN i 4" I. — L O TYPE B RESIDENT UNIT 1 I 112 � � I TYPE D y \/ RESIDENT UNIT �\ 1 1 o TYPE A N.C. RESIDENT UNIT III I I � IaMALEMDERBELLDRIVE o Date 10/29/98 Sketch SUER Nb SUY19RVELF, 0 S K-1 VIRCINI RESTON, A 20191 p we 703-264-0733 IVAITHcaxs GROW � MODELS From S h e e t Mew:703-264-0731 �0 0 a��o n0 0 {e�,�on0� E Nta7:N®NtCNINGC70M Az6atedl (Care IMME li'se lllt m AR HIT U� 703.476-3WO A 1.1 IHC0R►ORAT10 SOU&W oz9CG ectkut a Scale- 1/8' - 1'-0' SUMMME;2VI'ILLE MAR:<ETING t S4JT T LE BUS ROUTE. THIS ROUTE MUST BE KEPT CLEA2 OF CONST?UCTION DEBRIS, ��4876F STOC<.PL.ES,AND VEHICLES. b' DURING MARKETdNG OFFICE SETgaaC( ` HOUQS. 8' I E PROVIDE B, `WIDE CO 7LE � ., SIDEWALK + q ••• SUMM=RV,LLE AT SOUTH WhNDSG:2 \ `, RESISENT LNT MODEL WXG' I Y� / ALZI-EIMER'S WING COU2TY D I E4 I / I � EXP.JOINTS PER I I a SPECFICATIONS. SCORE I 1 SIDEWALK 4'-O'O.C.(TYP) , I .WIDE CONC. ALK(TYP) 9.5 I ' I I � SCORE PATIO IN 1�-0 4'-0'X 4'-0' GRID AS SHOWN I I . I ( D I 1 I DN PROPOSED TOR BULDNG DWGS. FF90.75 1 1 1 IBM ALEMDER BELL DRIVE o Date- 10/29/98 Sketch- t� wl wo 1� 11�R,�,R", SK—G RESTON,VIRGINIA 20191 S V fjff.,ff,1C, c F=>�-2w-0n3 MODELS #4jE Metro:7703-2�7331 t�AL�yCA� Ur' o From S h e e t H R 703-1767900 COM A� us lbel; C�111 �Ll�71LLL11� li(W IS.Wl� A S 1.1 1NC XPO[AT[D sma~"T�yn»�®4D�»»4i�nal a Scale 1' - 30' Sl • '� i I _ � II � � tt 0Por POSEDD \\ ,� I I ENT sIcn, 6--0'WDE ♦ I SDEWAIK \\ 8• I I / _ -<r _ 6-0'W CONCC. SDEW=ISTM \ 1 STE2 ` _ _ \ OSU2ES MAWETING OFFICES I I 1801ALEXANDER BELL DRIVE o Date- 10/29/98 Sketch. SUMMVELE SurrE 610 RESTON.VIWINU S K-3 20191 C F=703.26"733 I ALTHCA„M MU? � MODELS Ie,:703-26"731 From S h e e t E MRiI:A,®ARtIII Asa*HIUR 7os�>'6-3900 no tedl Czre ]Lnnv IFacfla v m 00 INCORPORATED so1f W 01r9� ^==ficut 0 Scale. V - 30! ���'� h 04JI ARCHITECTURE, INC. SUMMERVILLE HEALTHCARE GROUP, INC. SUMMERVILLE at SOUTH WINDSOR An Assisted Care Living Facility Project 97013.10 MEETING MINUTES March 17, 1995, 2:45 PM Location: South Windsor Fire Department Headquarters Ellington Road South Windsor, Connecticut 06074 Attending: John R. Collins - Chief Building Official Bill Lanning- Fire Marshall Jim LeClair - Fuss & O'Neil Joseph Camarda - Architecture, Inc. Discussions: A. The Site Plan was reviewed and the following was discussed in relation to fire department access around the building. 1. It was agreed to delete curbs at the two entrance points to the fire lane. 2. The curbs and grass strip separating the parking lot from the service drive on the south side of the site will be eliminated and the parking lot connected to the service drive with paving. Chief Lanning stated that this would avoid the fire trucks either backing up which was most undesirable or driving over the curbs and through the grass strip. 3. Mr. LeClair stated that the fire lane would have a gravel road base and a 4" loam with grass covering. The lane will be 18 feet wide and bordered on the outside edge with planting and light pole. He confirmed to Chief Lanning that the pole height would be 20 feet. 4. The placement of a chain across both access locations to the fire lane was considered by Chief Lanning. This probably will not be necessary. 1 801 ALEXANDER BELL DRIVE • SUITE 640 • RESTO-,,VIRGI,NIA 20191 • (703) 476-3900 • FAX: (703) 264-0733 • (800) 969-3901 800 EAST BROWARD BOULEVARD •SUITE 300 • FORT LAUDERDALE, FLORIDA 33301 • (954) 763-8133 • FAX: (954) 763-5272 .AA C001375 E-NiA1L:AI@.ARCHI`C.COM Meeting Minutes March 17, 1998 Page Two 5. The Architect suggested that the crosswalk and sidewalk at the north entrance to the parking lot be relocated slightly to keep these item out of the fire lane. 6. The location of the porch on the north side of the building and two corners of the building on the west side that are within the 15 foot dimension between the building wall and the fire lane were presented by the Architect. Chief Lanning indicated that these conditions should not be a problem after reviewing the expected operation of a ladder truck at these locations. The 6 foot high fence around the Alzheimer walk-around yard that is located along the edge of the fire lane was reviewed and would not be a problem with the operation of fire trucks. 7. The loading area was discussed. The Architect stated that the typical delivery vehicles expected would be single body trucks and step vans. He agreed with Chief Lanning that a semi-trailer truck certainly may make a delivery to the facility, and would have to back into or from the loading zone. 8. Water service and the fire line to the building was reviewed and a location for a yard Siamese at the south end of the parking lot was selected. The location of new fire hydrants will by the water service company. 9. Chief Lanning stated that the Automatic Sprinkler System design submittal and shop drawings shall be reviewed and approved by the Owner's property insurance carrier prior to fire department submission. B. Preliminary plans for Summerville at South Windsor were reviewed and the following was discussed: 1. The Architect confirmed that the building is designed as an I-2 occupancy and a Type 2B Construction. The architect pointed out the features of the building including exit stair locations, elevator locations, the two story lobby with motorized fire door at the second floor, smoke and smoke barrier partitions, and one hour protection of the building structure. 2. Mr. Collins stated that a Threshold Review and Special Inspections are required on this project. The Architect stated that Cianci & Cianci will be the Threshold Reviewers and IMTL will do the Special Inspections. This was acceptable to Mr. Collins. 3. Chief Lanning reviewed the Kitchen Hood and its flue. The hood will have Ansol fire protection and the flue will be protected within a 2 hour shaft. The Architect also confirmed that standpipes will be located in the two exit stairs. Meeting Minutes March 17, 1998 Page Three 4. The Architect stated that the UL floor/ceiling and roof ceiling assemblies will be used for the one hour fire separations. Protection of the steel frame within a floor/ceiling assembly was of concern to Mr. Collins. It was the Architect's opinion that it is inclusive in the UL Design assembly. Mr. Collins will research this item and respond (enclosed are copies of the UL Floor/Ceiling Designs intended for this project). 5. Mr. Collins will research the requirements for fire ratings, if any, on the partitions between units and the corridor partitions. The Architect stated that the corridor partitions are smoke tight in accordance with the requirements for an I-2 occupancy. Mr. Collins stated that all fire rated partitions will be run through the ceiling membrane of the floor/ceiling and roof/ceiling UL Designs to the deck above. C. The Architect asked about permitting and explained the need to obtain a building permit as part of the Owner's financing arrangements. This concern was later addressed at the Town of South Windsor, City Hall with Marcia Banach. It was confirmed that, with all Town requirements met, a building permit can be issued without Corps of Engineers approval. A notation that construction cannot begin until approval by the Corps may be made by the Town on the documentation. A pre-construction meeting is also necessary. D. During concluding discussion, Mr. Collins suggested that the Owner contact Mr. Ralph Hedenberg at the Economic Development Office, Town of South Windsor, 860-644-2511 ext. #255, concerning any tax incentives. E. The meeting concluded at 4:20 PM. Enclosures cc: Beth DeLucenay Summerville Healthcare Group, Inc. Gene Weissman Architecture, Inc. All Attendees ,• a FIRE RESISTANCE DIRECTORY(BXRH) FIRE RESISTANCE DIRECTORY(BXRH) 49 FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)—Continued FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)—Continued suspended by min 12 SWG galy steel hanger wires spaced 48 in OC. joists and face of ceiling. Hanger wires to be located adjacent to main runner/cross tee 2. Normal-Weight Concrete—Carbonate or siliceous aggregate, 150 (+ or intersections. No. 12 SWG wires pigtailed through floor units and -) 3 pcf unit weight, 3000 psi compressive strength, vibrated. embedded in concrete. 3. Steel Floor and Form Units*—Composite 1-1/2,2 or 3 in.deep, min 22 Chicago Metallic Corp—Types 650, 670 MSG galy fluted units and/or composite 1-1/2, 2 or 3 in. deep, min 6B. Steel Framing Members*—(Not shown)—As an alternate to Items 6 and 20/20 MSG galy cellular units.When a blend of fluted and cellular units 6A. Main runners nom 12 ft long,spaced 48 in OC. Ends of main runners is used, the concrete topping thickness shall be measured from the top at walls to rest on wall angle, without attachment, with 1/2 to 3/4 in. plane of the deepest units.Welded to supports 12 in. OC.Adjacent units end clearance. Primary cross tees(1-1/2 in.wide across flange)or cross button-punched or welded together 36 in. OC at side joints. channels, nom 4 ft long, installed perpendicular to main runners and Cheng Ho Steel Co., Ltd.-24 in. wide Types LF2, LF3. spaced 24 in.OC.Additional primary cross tees or cross channels required Consolidated Systems,Inc.-24 in.wide Types CFD-2, -3; 24, 30 at each wallboard end joint and 8 in.from and on each side of wallboard or 36 in. wide Type CFD-1.5. end joint. Deck West, Inc.-36 in. Type 2-DW or 3-DW. Armstrong World Industries, Inc.—Type DFR-8000. Robertson,H.H.—QL Types 24 or 36 in.wide, 2 or 3 in.99,AKX, 7. L-Shaped Runners—No. 25 MSG galy steel, 1-3/8 and 7/8 in. legs, WKX. secured to valleys of steel floor units adjacent to top beam flange with United Steel Deck,Inc.-24,30 or 36 in.wide Types 1-1/2 in.BL, 1/2 in. long sheet metal screws spaced 24 in. OC. BLC; 24 in. wide Types LF2, -3, LFC2, -3; 24 in. wide Types NL, 8. Metal Runners—No.23 MSG sheet steel,channel-shaped,2-1/2 in.wide NLC. with 1 in. legs, supported by lower beam flange. Verco Mfg.,Inc.-24,30 or 36 in. wide Types B, BR; 24 or 36 in. 9. Metal Studs—No. 28 MSG sheet steel, C-shaped channels, 1-5/8 in. wide Types W2,W3.The superimposed loading for Types B and BR deep, 1-7/16 in. wide with 1/4 in. stiffening flanges, spaced 24 in. OC units shall not be greater than 80 percent of their published between metal runners and crimped to bottom leg of runners. loadings. 10. Wallboard, Gypsum*-5/8 in. thick, installed with long dimension Vulcraft,Div.of Nucor Corp.-24, 30 or 36 in. wide Types 1.5VL, perpendicular to steel floor units or to furring channels. Wallboard 1.5VL1; 24 or 36 in. wide Type 2VLI, 3VLI, 2VLP, 3VLP. Types fastened to floor units or furring channels with wallboard screws spaced 1.5VLI, 2VLI, 3VLI. Units may be phos./ptd. 8 in. OC adjacent to end joints, 12 in.OC perpendicular to and 24 in.OC Walker Systems Inc.—Hi-Bond Types 24 in. wide 3K1F624, parallel to long dimension in the field of each board. Screws along side 3KAF424, 3KAF62"', 3KF524, 3PA24; 30 in. wide 300, 3KF530, edges of board spaced 1 in. from the edge, 2-3/4 in. wide strips of 3P30; 15, 16, 30, 31 or 32 in. wide 2V, 3V. wallboard placed between the channels on top of wallboard end joints. Wheeling Corrugating Co.,Div.of Pittsburgh Steel Corp.-24 in. End joints may be staggered or in-line.Joints may be covered with joint wide,Types SB-200,-300; 24, 30 or 36 in. wide,Type SB-B16LF; tape and compound or left uncovered. When wallboard is attached 24 or 36 in. vide, Types P20LF, SB-P21LF, -P31LF; 30 in. wide, directly to underside of floor units, care must be taken not to drive the Types SB-150, -150N. Units may be phos/ptd. wallboard screws into the side joint of Type 5 and 5-L units. Alternate Constructior.—Noncomposite units of the same type listed When Steel Framing Members* (Item 6A)are used,wallboard installed with above may be used pr.-Aded allowable loading is calculated on the basis long dimension perpendicular to cross tees with side joints centered along of noncomposite design. main runners and end joints centered along cross tees. Fastened to cross tees 4. Joint Cover-2 in. ri ge pressure-sensitive cloth tape.Where fluted and with 1 in. long wallboard screws spaced 12 in. OC in the field and 8 in. OC cellular floor units are installed end to end, galy steel angles shall be along end joints. Fastened to main runners with 1 in. long wallboard screws tack-welded to the cellular floor units in such a manner as to cover the spaced 16 in. OC, midway between cross tees.Screws along sides and ends of cells. boards spaced 1/2 in. from board edge. End joints of the sheets shall be 5. Welded Wire Fabric-6x5-W1.4xW1.4. staggered with spacing between joints on adjacent boards not less than 4 ft 6. Shear Connectors—(Optional)—Studs,3/4 in,diam with 1-1/4 in.diam OC. by 1/2 in. thick head or equivalent per AISC specifications. 1/2-in. First layer of wallboard beam protection fastened to runners with concrete cover require:' above top of shear connector. wallboard screws spaced 16 in.OC along the bottom and 12 in.OC along 7. Electrical Inserts—Preset and after set electrical inserts Classified as the sides of beam protection. Second layer of wallboard fastened to "Outlet Boxes and Fittings Classified for Fire Resistance.."* Unless runners with wallboard screws spaced 8 in. OC along bottom and 12 in. specified otherwise fc, a particular preset electrical insert type, the OC along sides of beam protection. spacing of the preset electrical inserts shall be not less than 24 in.O.C. Canadian Gypsum Company—Type C. along cellular steel floor units with not more than one preset electrical G-P Gypsum Corp.—Types 5, GPFS-C. insert in each 4 sq ft of floor area. Pabco Gypsum Co.—Type C. Robertson, H. H. Inserts. United States Gypsum Co.—Type C. Installed per accompanying installation instructions over factory- Yeso Panamericano SA de CV—Type C. punched holes in QL-Aq(or QL-WKX floor units. Inserts are used in the 11. Screw, Wallboard—Case hardened steel, Phillips-Type (Flathead), 9/64 pre-active, active, or abandoned condition. The holes cut in the insert in. diam shank, self-drilling and self-tapping, 1 in. long for ceiling cover for passage of wires shall be no more than 1/8 in.larger diam than wallboard and first layer of beam protection, 1-5/8 in. long for second the wire. For abandonment of Tapmate inserts, see installation layer of beam protection.Screw heads may be either exposed or covered instructions. Abandonment requires use of KEB-PC insert cover with no with joint cement. holes in it(for all Tapmate inserts),or a KEB-PC2 or-PC2-Al abandonment *Bearing the UL Classification Marking cover for Tapmate II-E.*N only. The Tapmate II-FN insert may use KEB-HP-1 outlet box fittings in lieu of the KEB-PC flush cover fittings. Design No. D502 Robertson, H. H.—Tapmate II-FN, II-EAFN; Series KEB. g (2)Walker Systems Inc. Inserts. Restrained Assembly Rating-1-1/2 or 2 Hr.(See Items 15C, 17A) Installed per accompanying installation instructions over factory- Unrestrained Assembly Rating-1-1/2 or 2 Hr.(See Items 15C, 17A) punched holes in 3 in.deep K-Type cellular steel floor units. Either Type Unrestrained Beam Rating-1-1/2 or 2 Hr.(See Items 15C, 17A) RAKM-II or FAKM-II-Ir service fittings are installed with Type N-R-G Bloc IV Series preset inserts per accompanying installation instructions. Walker Systems Inc.—Type N-R-G Bloc IV Series inserts; Type Qz Q Q Q Q Q _2-v2' RAKM-II or FARM-II-IP service fittings. ., o . rt, , Z 8. Hanger Clips—Min C.C45 in. thick (18 gauge) gals steel, 2 in. wide, 3-1/2 in. long, hooked at one end for attachment over male leg of steel " 9.+ e floor units and a hole =t other end, spaced as required for hanger wire 9 22• attachment. 9. Hanger Wire—No. 12 5NG galy steel,pigtailed in concrete through steel floor units, prior to c:ncrete placement, or attached to hanger clips (Item No. 8). Hanger Hires located 48 in. O.C. on main runners with additional hanger wires to occur at all four corners of light fixtures, at s" the midspan of cross t:ss adjacent to light fixtures, and at the cut end 1. Beam—W8 x 28,min size.As alternate to steel beams,Joist girders—(Not of cross tees longer ti-an 23 in. which abut the walls. shown)-20 in.min depth and 20 lb per tin ft min weight.Type 12K1 min 10. Cold Rolled Channels—Min 0.053 in.thick(16 gauge)painted cold-rolled size steel joists or LH series steel joists of any size may be used as steel channels, 1-1/2 deep with 9/16 in.flanges used for support of air secondary support.Spacing of joists not limited.Lateral bracing required. ducts. Support provis:cn for hanger wires between hanger clip locations A min clearance of 8 in. shall be maintained between bottom chord of shall be provided by tho channels tied back to back with 18 SWG galv LOOK FOR MARK ON PRODUCT 50 FIRE RESISTANCE DIRECTORY(BXRH) FIRE RESISTANCE DIRECTORY(BXRH) FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)—Continued FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)—Continued steel wire 48 in. O.C.and suspended by No. 12 SWG hanger wires spaced screw located at the midspan of the cross tee, one screw located 12 in. not over 48 in. O.C. from and on each side of the cross tee midspan and one screw located 11. Air Duct—Min 0.029 in. thick (22 gauge) galy steel. Total area of duct 1-1/2 in.from each wallboard side joint. Except at wallboard end joints, openings not to exceed 144 sq in. per 100 sq ft of ceiling area. Area of wallboard screws shall be located on alternating sides of cross tee flange. ind duct opening not to exceed 144 sq in. Max dimension of opening 12 At wallboard end joints, wallboard screws shall be located 1/2 in. from in. Duct support channels located 6 in. from and on each side of duct the joint.Wallboard fastened to main runners with wallboard screws, 1/2 drop and max 48 in. O.C. away from duct drop. in.from side joints,midway between intersections with cross tees(24 in. 12. Damper—Min 0.070 in.thick(14 gauge)galy steel,sized to overlap duct OC). End joints of adjacent wallboard sheets shall be staggered not less opening 2 in. min. Protected on both sides with 1/32 in. thick ceramic than 4 ft OC.Wallboard sheets screw-attached to flange of wall channel fiber paper laminated to the steel and held open with a Fusible Link with wallboard screws spaced 12 in. OC. (Bearing the UL Listing Mark). Boral Gypsum Inc.—Type DDDG3. 13. Fixtures, Recessed Light—(Bearing the UL Listing Mark). Fluorescent Celotex Corp.—Type C, FRP or SF3. lamp type, steel housing, 2 by 4 ft size, provided with detachable G-P Gypsum Corp.—Types 5, C, GPFS3, GPFS-C. spring-loaded trim flange or with adjustable mounting brackets. Fixtures James Hardie Gypsum—Type III. spaced so their area does not exceed 24 sq ft per 100 sq ft of ceiling area. National Gypsum Co., Charlotte, NC—Type FSW-4 or FSW-G. Wired in conformance with the National Electrical Code. Pabco Gypsum Co.—Type C. The activating components, installed per accompanying installation Standard Gypsum, Corp.—Type SGC-G. instructions for use with the above inserts are furnished by: Three Rivers Gypsum, Inc.—Type 3R3. 14. Fixture Protection—Wallboard, Gypsum*-5/8 in. thick, cut from the 17A. Wallboard Gypsum*—(For use with steel framing members described in same gypsum wallboard used in the remainder of the ceiling membrane Item 15C)-1/2 in.thick,4 ft wide.Installed with tong dimension (side (See Item 17). The five sided enclosure consists of a 24 by 48 in. top joints) perpendicular to the cross channels and 4 ft cross tees,and with piece,two 4-1/2 (or wider) by 48 in. side pieces,two 6(or wider) by 24 the side joints centered along the main runners. Wallboard fastened to in.end pieces,and two 6 by 6 in.spacers to maintain a 5/8 in.clearance cross channels with 1 in.long Type S wallboard screws(Item 18)located between the light fixture housing and the top piece. The spacers are 1/2 in.from butted end joints,with one screw located at the midspan of placed on top of the fixture housing, with care taken not to locate the the cross channel,one screw located 12 in.from and on each side,of the spacers over the light fixture ballasts.The top and side pieces are laid in channel midspan, and one screw located 2-3/4 in.from each side joint. place, and the end pieces are secured to the edges of the side and end Eagle Gypsum Products—Type EGX-6. pieces with 6d nails at each corner. When fixtures are installed end to G-P Gypsum Corp.—Types C, GPFS3. end, no end pieces are used where the fixtures abut. Instead, a 6 by 24 For use with steel framing members described in Item 15C.Assembly and in. piece is placed on top of and centered over the gap between the top beam ratings are limited to 1-1/2 hr when inserts(Item 7)are employed. pieces. Assembly and beam ratings are 2 hr when inserts are omitted. 15. Steel Framing Members*—Main runners nom 12 ft long spaced 48 in. 18. Screw, Wallboard—No. 6 Phillips-type, Type S self-drilling and OC.Cross tees nom 4 ft tong installed perpendicular to main runners and self-tapping, 1 in. long. Screw heads may be either exposed or covered spaced 24 in. OC. Additional cross tees located 8 in. from and on both with joint cement. sides of each wallboard end joint and each recessed light fixture. 19. Alternate Finishing System—(Not shown)—Wallboard joints may be Chicago Metallic Corp.—Types 650, 670. either exposed or covered with paper tape and joint compound. As an 15A. Alternate Steel Framing Members*—(Not shown)—Main runners 12 ft alternate, nom 3/32 in.thick gypsum veneer plaster may be applied to tong spaced 4 ft.CC.Cross channels nom 4 ft long installed perpendicular the entire surface of the Classified gypsum wallboard. to the main runners,spaced 24 in.OC.Additional channels used at 8 in. 19A. Alternate Finishing System—Acoustical Material *—(Not shown)— from each side of light fixtures and from butted end joints. Channels Optional, acoustical the may be laminated to the entire surface of the clipped into main runner slots. At%A•alls channels secured to wall angle Classified gypsum wallboard. with 1/2 in. long self-drilling and self-tapping screws having a thread Any Manufacturer—Any UL Classified acoustical material and diam of 0.138 in. and 5/16 in. diam heads. Nom 4 ft long cross tees adhesive with a flame spread of 25 or less(See Building Materials installed perpendicular to main runners to support 4 ft sides of recessed Directory). light fixtures. *Bearing the UL Classification Marking. CGC Interiors—Type RX main runner and cross channel.Type DXL or DXLG cross tee. USG Interiors,Inc.—Type RX main runner and cross channel.Type DXL or DXLG cross tee. Design No. D701 15B. Steel Framing Members*—(Not shown)—As an alternate to Items 15 Restrained Assembly Rating-3 Hr. and 15A. Main runners nom 12 ft long, spaced 48 in. OC. Ends of main Unrestrained Assembly Rating-3 Hr. runners at walls to rest on wall angle, without attachment, with 1/2 to Unrestrained Beam Rating-3 Hr. 3/4 in. end clearance. Primary cross tees (1-1/2 in. wide across flange) or cross channels, nom 4 ft long installed perpendicular to main runners and spaced 24 in. CC. Additional primary cross tees or cross channels required at each wallboard end joint, 8 in. from and on each side of Q 2 3 wallboard end jcint and 8 in.from each side of light fixtures.Secondary i "' 21 2"_• 2 cross tees 15 16 in. wide across flange), nom 4 ft tong, installed at ( / 9 - sides of light fixtures. ' Armstrong World Industnes, Inc.—Type DFR-8000. aJ i i 15C. Steel Framing Members* shown)—As an alternate to Items 15, i 718M y: 4 l0" 7'8 Section A-A a 15A and 15B.For use with 1/2 in.thick wallboard only.Main runners nom -5;a� 12 ft long, spaced 48 in. O.C. Cross channels, 4 ft. long, installed �''► perpendicular to main runners and spaced 24 in. O.C. Additional cross a channels required 8 in. from and on each side of wallboard end joints, and 8 in.from each side of light fixtures. Cross tees, 4 ft long installed ^' perpendicular to main runners to support the 4 ft sides of light fixtures. Beam—W10x21, min size. 2 ft cross tees installed perpendicular to 4 ft cross tees to form 2 ft by 1. Normal-Weight Concrete—Siliceous or carbonate aggregate, 150 (+or-) 2 ft modules when ceiling air diffusers are used. J-shaped metal trim 3 pcf unit weight, 3000 psi compressive strength, vibrated. molding, installed at perimeter of light fixtures and lay-in ceiling air 2. Steel Floor and Form Units*—Noncom posite 1-1/2,2 or 3 in.deep gals diffusers to cover and support the exposed wallboard edges. units. Min gauges are 18 MSG for fluted, 20/18 MSG for cellular. The Chicago Metallic Corp.—Type 630.When Type 630 Steel Framing following combinations of units may be used* Members are used, assembly and beam ratings are limited to (1) All fluted. 1-1/2 hr. when inserts (Item 7) are employed. Assembly and 2) Alt 3 in. deep cellular. beam ratings are 2 hr. when inserts are omitted. �3) Blend of two or more fluted to one cellular. 16. Wall Molding!—(Not shown)—Min 0.019 in,thick(26 gauge)painted or Cheng Ho Steel Co., Ltd.-24 in. wide Type LF3. Side joints of gale steel channel, 1-11/16 in. deep with 15/16 in. flanges, nailed to adjacent units must be welded together 36 in. OC. watts along perimeter of ceiling with 8d nails spaced 16 in. O.C. Consolidated Systems, Inc.-24 in. wide Types B, BB, BFB. L 17. Wallboard, Gypsum*-5/8 in. thick, 4 ft wide; installed with tong Deck West Inc.-36 in. wide Type B-DW or BA-DW. ►� - " dimension'perpendicular to cross tees with end joints centered along I _ o cross teesiand with side joints centered along main runners. Wallboard Unb edsSteel Deck,—24 ncn-24,i . e30 ors36�in. wide Types 1-1/2 in. fastened to each cross tee with five wallboard screws(Item 18)with one B-LOK, B-LOK Cell; 24 in. wide Types 1-1/2 or 3 in. LOK-Floor, Y ` LOOK FOR MARK ON PRODUCT c P FIRE RESISTANCE DIRECTORY(BXRH) FIRE RESISTANCE DIRECTORY(BXRH) 39 FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)—Continued FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)—Continued contour of the steel floor units. 13. Fixture Protection—Acoustical Material*—Same Item 14. Cut into 6. Shear Connector Studs—Optional—Studs, 3/4 in. diam by 3-1/2 in. pieces to form a three-sided enclosure, rectangular in cross-section, top s long (after welding), headed type or equivalent per AISC Specifications. piece 23-3/4 by 47-3/4 in.side pieces 5-1/2 by 47-3/4 in, to provide a Welded to top flange of beam through steel floor units. min of 1 in. clearance between the fixture and the enclosure. These 7. Hanger Tab—No. 18 MSG galy steel,2 in.wide by 3 1/2 in.long,hooked pieces are held together by three 6d nails per side(one at center and one at one end for attachment over male side joint of floor units;other end at each end). provided with hole for attachment of hanger wire. Spaced along side For light fixtures located below or adjacent to a beam, additional piece, joints of floor units as required for hanger wire locations. 24 by 21 in., laid on top of enclosure with about 8 in. of its length 8. Hanger Wire—No.12 SWG galy steel,max spacing 48 in.O.C.along main draped over end of enclosure near beam. runners, adjacent to intersection of suspension members; also at four 13A. Fixture Protection—Acoustical Material*—For use with "high hat" corners of light fixtures, at centers of cross tees adjacent to each long light fixtures (Item 12C). Five sided enclosure, rectangular in cross side of fixtures and air duct outlets,and adjacent to main runner splices. section, cut from the same acoustical material used in the ceiling 9. Air Duct—No. 24 MSG min galy steel.Total area of duct openings not to assembly.Two side pieces measuring 8 in.high by 23-3/4 in.long resting exceed 113 sq in. per 100 sq ft of ceiling area. Area of individual duct upon ceiling tile,two end pieces measuring 6-3/4 in.high by 16 in.long opening not to exceed 113 sq in. Max dimension of opening 12 in. resting upon steel bar hangers aid ore top piece measuring 14 in. by 18 10. Damper—No. 14 MSG galy steel. Protected on both surfaces with 1/16 in. resting upon side and end pieces with 18 in. dimension parallel with in.thick ceramic fiber paper and held open with a Fusible Link(Bearing end pieces. Enclosure secured with four 8d nails installed through side the UL Listing Mark). Damper to overlap duct outlet 1 in. min. pieces into end pieces near the top of the assembly. 11. Steel Framing Members*—Main runners nom 12 ft long,spaced 4 ft O.C. 14. Acoustical Material*—Nominal 24 by 48 in.lay-in panels.Border panels Cross tees nom 4 ft long installed perpendicular to main runners and supported at walls by min 0.016 in.thick (26 MSG) painted steel angle spaced 2 ft O.C. with 1 in. legs; or min 0.016 in. thick(26 MSG) painted steel channel, Armstrong World Industries, Inc.—Types AFG, AFG-A, FST-6000, 1-3/4 in. deep with 3/4 in. top flange and 1 in. bottom flange. -6000A,-9000,-800A.When Type AFG-A,FST-6000A or FST-8000A USG Interiors, Inc.—Type 3/4 in. GR-1 (S) 24 by 48 in., See steel framing members are used, the Unrestrained Beam Ratings Acoustical Materials(BYIT),USG Interiors,Inc.,for specific tile are 2 hr. Type GLBP (consisting of main runners, 4 ft cross tees details. and steel straps) for use with 24 by 48 in. Type GR-1 lay-in 15. Hold-Down Clips—(Not Shown)—No. 27 MSG spring steel, 1-1/4 in. panels.When GLBP steel framing members are used,the Assembly wide,7/8 in.high,5/8 in.deep.Clips placed over cross tees symmetrically and Beam Ratings are 1-1/2 hr. 2 ft OC.Where required access clips are used in lieu of hold-down clips. CGC Interiors—Type DXL. *Bearing the UL Classification Marking Chicago Metallic Corp.—Types 250,260,1250,1260,1850,1860. When the Type 260, 1260 or 1860 steel framing members are used, the Unrestrained Beam Rating is 2 hr. Design No. D216 USG Interiors, Inc.—Type DXL. 11A. Steel Framing Members*—Metal pans—(Not shown) (Optional)— Restrained Assembly Ratings-1, 1-1/2, 2 and 3 Hr. Channel-shaped metal pans in various colors and finishes, installed (See Items 2, 3, 7, 11, 12, 20, 20E, 20F, 20G and 21) perpendicular to cross tees or main runners and spaced 4 or 6 in.OC.The Unrestrained Assembly Ratings-1, 1-1/2, 2 and 3 Hr. flange edges of the metal pans engage and interlock with the vertical (See Items 2, 3, 7, 11, 12, 20, 20E, 20F, 20G and 21) tabs of the corresponding grid adapters with tabs 4 or 6 in.OC.(See Item 11B). End laps joints of the metal pans shall occur adjacent to main Unrestrained Beam Ratings-1, 1-1/2, 2 and 3 Hr. runners or cross tees.The metal pans shall each be supported by at least (See Items 11, 12, 20, 20E, 20F, 20G and 21) two main runners or cross tees. Chicago Metallic Corp.—Type 1650. 11B. Steel Framing Members*—Grid adapter—(Not shown) (Optional)—For use with Type 1650 metal pans (See Item 11A). Angle shaped adapter • •' ' " : �' with a looped return flange; installed parallel to cross tees or main runners by engaging return flange of adapter to the flange of the cross 4.T 9 a (D- tee or main runner.The 48 or 24 in. long adapters are intended for use �e• 12 with cross tees or main runners, respectively. o Chicago Metallic Corp—Type 1650. 4• 1_1/*.� 11C. Steel Framing Members*—Filler strips—(Not shown) (Optional)—For use with Type 1650 metal pans. Filler strips are 0.018 to 0.024 in.thick, steel or aluminum, 13/32 or 5/8 in. deep by 3/4 in. wide, placed between the metal pans. Chicago Metallic Corp.—Type 1650. x s a 12. Fixtures, Recessed Light—(Bearing the UL Listing Mark). Fluorescent ;A•..•. ; .!•% •' �'• • lamp type,steel housing.2 by 4 ft size.Fixtures spaced so their area does not exceed 16 sq ft per 100 sq ft of ceiling area. Wired in conformance with the National Electrical Code.Fixtures and ballasts must be considered T for these ambient temperature conditions before installation. ' " 12A. Fixture Stabilizer—(Not shown)—For use with the Type 1650 metal pans(See Item 11A);one min 0.047 in thick(16 MSG)galv steel channel Ur yoke per light fixture,secured to the web at midspan of cross tee on each side of fixture. 12B. Fixture Stabilizer—(Not shown) (Optional)—Min 0.020 in. thick (25 1. Seam—W8x15, min size. As an alternate to steel beams, standard steel MSG) painted steel spacer bar formed as an angle with 1 in. legs and joists,Type 10J3,12K1 or LH Series joists of any size may be used as an hemmed edges and slots perpendicular to and near the ends of the spacer alternate to steel beams.Joist girders,20 in. min depth and 13 lb/Lin ft bar for engaging over the bulb of the tees. Engaged over the bulb at min weight may also be used as alternate to steel beams. midspar of the cross tees on each side of all light fixtures and over the As an alternate to steel beams or standard joists, custom made steel bulb of the adjacent cross tee. joists designed as composite or noncomposite with the concrete slab,per 12C. Fixtures, Recessed Light—(Bearing the UL Listing Mark)—(Not S.J. I. specifications, for a max tensile stress of 30 KSI. Min depth of Shown)—As an alternate to Item 12, incandescent lamp type, steel custom made joists shall be 10 in. with min area of steel for top and housing, nom 6-1/2 in. diam by 7-1/2 in. high. Each fixture provided bottom chord members of 0.96 and 0.77 sq in. respectively. Min area of with a nom 7-3/4 in. by 12-1/2 in. base plate screw-attached to the steel for end diagonal web member shall be 0.444 sq in.Min area of steel "high hat"fixture with three steel screens.Base plate to be provided with of the first six interior web members shall be 0.406 sq in. min area of steel bar hangers designed to span across nom 24 in. spacing of cross steel for all other interior web members shall be 0.196 sq in. Custom tees for fixture support. Fixture secured to cross tees with steel clips made joists designed noncomposite with concrete slab.Steel filler pieces provided at the end of the steel bar hangers. A max of two"high hat" of proper size, 1 to 2 in. long shall be welded to and between the top fixtures may be substituted for each nom 24 in. by 48 in. fixture chord angles midway between all top chord panel points. Spacing of permitted in the ceiling (max four"high hat' fixtures per 100 sq ft of joists not limited. Lateral bracing required per Steel Joist Institute ceiling area). For use with USG Interiors,Inc.steel framing members and specifications. A min clearance of 8 in. shall be maintained between acoustical materials only. Wired in accordance with National Electrical bottom chord of joists and face of ceiling. Code. 2. Normal Weight or Light Weight Concrete—Carbonate or siliceous LOOK FOR MARK ON PRODUCT r x 40 FIRE RESISTANCE DIRECTORY(BXRH) FIRE RESISTANCE DIRECTORY(BXRH) s FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)—Continued FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)--Continued aggregate, 150(+or-)3 pcf unit weight,3000 psi compressive strength, in. wide WDR2 or WDR3 floor units. Either Type FAKM-II-IP or RAKM-II vibrated. Lightweight concrete, expanded shale or slate aggregate by service fittings are installed with Type N-R-G IV Series preset inserts per rotary kiln method or expanded clay aggregate by rotary kiln or sintered accompanying installation instructions. grate method; 110 (+ or -) 3 pcf unit weight, 3000 psi compressive Walker Systems Inc.—Type N-R-G Bloc IV Series inserts; Type ' strength, 4 to 7 percent entrained air, liberated. See Item No. 21 for RAKM-II or FAKM-II-IP service fittings. Type PK Series inserts; concrete topping thickness required for hourly ratings. Type RAKM-II or FAKM-II fittings. 3. Steel Floor And Form Units*—Composite, 1-1/2, 2 or 3 in. deep, min 8. Hanger Clips—Min 0.045 in. thick (18 gauge) gals steel, 2 in. wide, 22 MSG galv fluted units and/or composite 1-5/8, 2 or 3 in. deep, min 3-1/2 in. long, hooked at one end for attachment over male leg of steel 20/20 MSG galv cellular units.When a blend of fluted and cellular units floor units, spaced as required for hanger wire attachment. is used, the concrete topping thickness shall be measured from the top 8A. Hanger Clips—(Not shown). For use with 2 and 3 in.QL-99, -AKX, -WKX plane of the cellular units. Welded to supports 12 in.OC.Adjacent units floor units. Min 0.045 in. thick (18 gauge) galv steel, 1-5/8 in. overall button-punched or welded together 36 in.OC at side joints.See Item No. width (horizontal leg) and 3-3/4 in. long (vertical leg). The horizontal 21 for hourly ratings with various combinations of steel floor units. leg ends with a hook and a lip. The hook is 3/32 in. wide and inclined Cheng Ho Steel Co., Ltd.-24 in. wide Types LF?, LF3 8 deg to the vertical.to fit o:-,-r the vertical!eq at the s;de joint of the Consolidated Systems,Inc.-24 in.wide Types CFD-2,CFD-3; 24, units. 30 or 36 in. wide Type CFD-1.5. 9. Hanger Wire—No. 12 SWG galv steel,pigtailed in concrete through steel Deck West, Inc.-36 in. wide Types 2-DW or 3-DW. floor units, prior to concrete placement, or attached to hanger clips Robertson, H.H.—QL Types 24 or 36 in.wide, 2 or 3 in.99,AKX, (Items No. 8 or 8A). Hanger wires spaced 48 in. O.C. or at every other WKX; 24 in. wide, 3 in. GKX, GKXH. main runner/cross tee intersection, whichever dimension is smaller, Toman Building Components Inc.-24, 30 or 36 in. wide Type along main runners. One hanger wire to occur at all four corners of light LXR-B; 24 or 36 in. wide Type LXR-3W. fixtures, at midspan of cross tees adjacent to 4 and 5 ft long light United Steel Deck, Inc.-30 or 36 in. wide Types BL, BLC; 24 in. fixtures and air duct outlets, at midspan of each 5 ft long cross tee, at wide Types LF2, LF2C, LF3, LF3C, NL, NLC. midspan of each cross tee when nom 48 by 48 in.lay-in panels are used, Vulcraft, Div.of Nucor Corp.-24,30 or 36 in,wide Types 1.5VL, and adjacent to each main runner splice. Additional hanger wires 1.5VLI; 24 or 36 in. wide Types 2VLI, 2VLP, 3VLI, 3VLP. Types required at the midspan of cross tees running parallel and nearest to the 1.5VLI, 2VLI, 3VLI units may be phos./ptd. walls and near the end of cut cross tees longer than 2 ft. which abut Walker Systems Inc.—Hi-Bond Types 24 in. wide 3K1F624, watts. 3KAF424, 3KAF624, 3KF524, 3PA24; 30 in. wide 3K30, 30530, 10. Cold Rolled Channels—Min 0.053 in.thick(16 gauge) cold-rolled steel 3P30; 15, 16, 30, 31 or 32 in. wide 2V, 3V; 24 in. wide WDR2, channels, 1-1/2 in.deep, placed under air duct and supported by hanger WDR3. wires at each end, spaced not over 48 in. O.C. and on each side of duct Wheeling Corrugating Co., Div. of Pittsburgh Steel Corp.-24, outlet to support air duct. 30 or 36 in.wide,Type SB-B16LF;24 or 36 in.wide,Types P20LF, 11. Air Duct—No.24 MSG min galv steel.Total area of duct openings not to SB-P21LF,SB-P31LF;30 in.wide,Type SB-150 or SB-150N;24 in. exceed 144 sq in. per each 100 sq ft of ceiling area with the total area wide, Types SB-200, SB-300. Units may be phos/ptd. of each individual duct opening not to exceed 144 sq in.Where permitted Alternate Construction—Noncomposite units of the same type listed as described in Item No. 21, the total area of duct openings may be above may be used provided allowable loading is calculated on the basis increased to 576 sq in. per each 100 sq ft of ceiling area with the area of noncomposite design. of each individual duct opening not to exceed 576 sq in. Max dimension 4. Joint Cover-2 in. wide pressure-sensitive cloth tape.Where fluted and of 144 sq in. opening is 12 in. Max dimension of 576 sq in. opening is cellular floor units are installed end to end, galv steel angles shall be 30 in. Where air duct penetrates through a suspension system member, tack-welded to the cellular floor units in such a manner as to cover the each cut end of the suspension system member near the duct outlet must cells. be independently supported by a hanger wire. 5. Welded Wire Fabric-6x6-W1.4xW1.4. 12. Damper—No.22 MSG gals steel,sized to overlap duct opening 2 in.min. 6. Shear Connectors—(Optional)—Studs,3/4 in.diam with 1-1/4 in.diam Protected on both surfaces with 1/16 in. thick ceramic fiber paper and by 1/2 in. thick head or equivalent per AISC specifications. 1/2 in. held open with a Fusible Link (bearing the UL Listing Mark). concrete cover required above top of shear connector. Where permitted as described in Item No. 21, Duct Outlet Protection 7. Electrical Inserts—Preset electrical inserts Classified as"Outlet Boxes System A as described in the Design Information Section may be used in and Fittings Classified for Fire Resistance."*Unless specified otherwise lieu of the damper described above. for a particular preset electrical insert type, the spacing of the preset 13. Air Terminal Units*—Linear Air Diffusers—(Optional—Not Shown)-4 electrical inserts shall be not less than 24 in.OC along cellular steel floor ft long units. Located in openings formed by two cross tees spaced 2 in. units with not more than one preset electrical insert in each 4 sq ft of O.C.on each side of a 20 by 48 in.light fixture when ceiling is composed floor area. of nom 24 by 48 in.lay-in panels.Linear air diffuser to be located on one Robertson, H. H. Inserts. side of fixture with a linear air return (Item No. 14) to be located on Ta opposite side of fixture to complete the 2 by 4 ft grid module. Linear air (Tapmate II-FN, II-EAFN;Series KEB) diffusers attached to web of each cross tee with steel sheet metal screw Installed per accompanying installation instructions over factory- at midpoint. Each linear air diffuser supported by 12 SWG hanger wire at punched holes in QL-AKX or QL-WKX floor units. Inserts are used in the its quarter-points.A max of 12[in ft of linear air diffuser is allowed per pre-active, active, or abandoned condition. The holes cut in the insert each 100 sq ft of ceiling area. cover for passage of wires shall be no more than 1/8 in.larger diam than Tempmaster Corp.—Type TBD. the wire. For abandonment of Tapmate inserts, see installation 14. Air Terminal Units*—Linear Air Returns—(Optional—Not Shown)-4 instructions. Abandonment requires use of KEB-PC insert cover with no ft long units. Located in openings formed by two cross tees spaced 2 in. holes in it(for all Tapmate inserts),or a KEB-PC2 or-PC2-A1 abandonment O.C.on each side of a 20 by 48 in.light fixture when ceiling is composed cover for Tapmate II-EAFN only. of nom 24 by 48 in.lay-in panels.Linear air return to be located on one The Tapmate II-FN insert may use KEB-HP-1 outlet box fittings in lieu of side of fixture with a linear air diffuser(Item No. 13) to be located on the KEB-PC flush cover fittings. opposite side of fixture to complete the 2 by 4 grid module. Linear air For 2 h Restrained and Unrestrained Assembly Ratings only,installed per returns attached to web of each cross tee with steel sheet metal screw at accompanying installation instructions over factory punched holes in 24 midpoint. Each linear air return supported by 12 SWG hanger wire at its in.wide QL-GKX floor units alternating with 36 in.wide,3 in.deep QL-99 midpoint.A max of 12 [in ft of linear air return is allowed per each 100 fluted units. Inserts are used in the pre-active, active or abandoned sq ft of ceiling area. condition. The holes cut in insert cover for passage of wires shall be no Tempmaster Corp.—Type TBDR. more than 1/8 in. larger diameter than the wire. For abandonment of 15. Fixtures, Recessed Light—(Bearing the UL Listing Mark). Fluorescent Tapmate inserts, see installation instructions. lamp type,steel housing, 1 by 4 ft,2 by 2 ft,2 by 4 ft, 20 by 48 in.,and Robertson, H. H.—Tapmate II-FN, II-EAFN; Series KEB; Tapmate 20 by 60 in.size.The nom 1 by 4 ft,2 by 2 ft,and 2 by 4 ft fixtures may IV-FN-S, IV-FN-H, IV-EAFN; Series KED. be provided with or without vented sides for air boots(Item No. 18).Air (2)Walker Systems Inc. Inserts. boots must be used in conjunction with fixtures designed for that (N-R-G Bloc IV Preset Inserts; FAKM-II-IP, RAKM-II Fittings) purpose. The nom 1 by 4 ft, 2 by 2 ft, and 2 by 4 ft fixtures may be Installed per-accompanying installation instructions over factory- provided with or without vented tops for air return purposes. Linear air punched holes in 3 in.deep K-Type cellular steel floor units. Either Type diffusers(Item No. 13)and linear air returns(Item No. 14) must be used RAKM-II or FAKM-II-IP service fittings are installed with Type N-R-G Bloc in conjunction with nom 20 by 48 in. fixtures. When nom 20 by 60 in. IV Series preset inserts per accompanying installation instructions. fixtures are used, fixture stabilizers (Item No. 16) shall be used in (PK Series Preset Insert; FAKM-II-IP, RAKM-II Fittings) addition to the hanger wires occurring at the midspan of the 5 ft long For 2 h Restrained and Unrestrained Assembly Ratings only,installed per cross tees. When nom 1 by 4 ft fixtures are used, aggregate of fixtures accompanying installation instructions over factory punched holes in 24 not to exceed four per 100 sq ft of ceiling area. When nom 2 by 2 ft LOOK FOR MARK ON PRODUCT FIRE RESISTANCE DIRECTORY(BXRH) FIRE RESISTANCE DIRECTORY(BXRH) 41 FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)—Continued FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)—Continued fixtures are used, aggregate of fixtures not to exceed five per 100 sq ft used,the Assembly and Beam Ratings are 2 hr.When Type 250, of ceiling area.When nom 2 by 4 ft,20 by 48 in.,or 20 by 60 in.fixtures 260, 1850 or 1860 steel framing members are used, the main are used, aggregate of fixtures not to exceed three per 100 sq ft of runner ends may be riveted to the wall molding along one wall ceiling area. Wired in conformance with the National Electrical Code. and the cross tee ends may be riveted to the wall molding along Fixtures and ballasts must be considered for these ambient temperature one adjacent wall. The rivets area intended to facilitate the conditions before installation. ceiling installation, not to replace hanger wires. 15A. Fixture, Recessed Light—(Bearing the UL Listing Mark)—(Not CGC Interiors—Types DXL and DXLA.When Type DXLA is used,the Shown)—As an alternate to Item 15 for 1 or 2 hr assembly ratings only. Assembly ant. Beam Ratings are 2 hr. Incandescent lamp type,steel housing, nom 6-1/2 in.diam by 7-1/2 in. USG Interiors Inc.—Types DXL and DXLA. When Type DXLA is high. A max of two"high hat"fixtures may be substituted for each nom used, the As,ambly and Beam Ratings are 2 hr. 2 by 4 ft size fluorescent light fixture permitted in the ceiling (max six B. Main runners non 12 ft long, spaced 60 in. OC. Cross tees nom 5 ft "high hat"fixtures per 100 sq ft of ceiling area). Each fixture provided long installed per jendicular to main runners and spaced 24, 30 or 36 with a nom 6-1/2 in. by 10 in. painted steel base screw-attached to the in. OC. Nom 2 ft )ng cross tees are used to support one end of a 2 fixture with four steel screws. Short sides of the base provided with by 4 ft light fixtu a in a 24 by 60 in. module; a field-cut nom 12 by adjustable steel hanger bars for fixture support.Two lengths of cold-rolled 24 in.lay-in pang 1, bearing a min of 3/8 in.on suspension members, steel channel(Item 10)are to be suspended above and parallel with the fills in the rema ider of such modules. When nom 1 by 4 ft light fixture hanger bars to provide hanger wire attachment points for the fixtures are used, additional 5 ft long cross tees are installed to form fixture hanger bars and to support the light fixture protection panel 1 by 5 ft grid mop ules. Nom 1 ft long cross tees are used to support (Item 17A). Wired in conformance with the National Electrical Code. one or both ends(f the 1 by 4 ft light fixture;field-cut lay-in panels, 16. Fixture Stabilizer—(Not shown)—Required for 48 in. and 60 in. long bearing a min of 3,'8 in.on suspension members,fill in the remainder light fixture sizes when metal pans(Item 20C)are used and only for 20 of such modules.—ror 24, 30 or 36 by 60 in. lay-in panels. by 60 in.size fixtures when metal pans are not used,One 16 MSG painted Armstrong Word Industries, Inc.—Types FST-6000, -6000A, steel channel formed as a yoke, secured to the web at midspan of cross -8000, -8000A. When Types FST-6000A or -8000A steel framing tee on each side of fixture. members are used, the Assembly and Beam Ratings are 2 hr. 17. Fixture Protection—Acoustical Material*-5/8 in. thick, cut into CGC Interiors —Type DXL. pieces to form a five sided enclosure, rectangular or trapezoidal in cross Chicago Metallic Corp.—Types 250, 1250, 1850. section dependent upon fixture type, approx 1/2 in. longer and wider USG Interiors, Inc.—Type DXL. than the fixture with sufficient depth to provide at least 1-1/4 in. C. Main runners nom 12 ft long, spaced 48 in. OC. Cross tees nom 4 ft clearance between the fixture and the enclosure. The pieces are held long installed perpendicular to main runners and spaced 48 in. together by 8d nails.The 1-1/4 in.clearance shall be provided by spacers OC—For 48 by 48 in. lay-in panels. placed on top of fixture but located away from the ballasts. When Armstrong World Industries, Inc.—Types AFG, AFG-A, FST-6000, non-air-handling or air return fixtures are used, a max 1-1/4 in. -6000A, -8000, -8000A. When Type FST-6000A or -8000A steel separation may be maintained between the long fixture protection side framing members are used,the Assembly and Beam Ratings are 2 pieces and the top piece.When air supply light fixtures with air boots are hr. used, fixtures and air boots shall be fully enclosed except for the nom CGC Interiors—Types DXL, DXLA. When Type DXLA is used, the 28—q in. opening needed to accommodate connection to air supply Assembly and Beam Ratings are 2 hr. duct. (S)-Surface perforations. Chicago Metallic Corp.—Types 250, 1250, 1850. Armstrong World Industries, Inc.—Type P(S). USG Interiors, Inc.—Types DXL, DXLA. When Type DXLA is used, Alternate Fixture Protection—Batts and Blankets*-1-1/4 in. thick, the Assembly and Beam Ratings are 2 hr. cut into pieces to form five sided enclosures as described above. Pieces D. Main runners nom 12 ft long,spaced 30 in.OC.Cross tees nom 2-1/2 held together by 18 SWG galy steel tie wire. ft long installed perpendicular to main runners and spaced 30 in. OC. Thermafiber LLC—Type FR. As an alternate, main runners may be spaced 60 in.OC with nom 5 ft 17A. Fixture Protection—Acoustical Material*—For use with "high hat" long cross tees installed perpendicular to main runners and spaced 30 Light fixtures (Item 15A). Nom 24 by 24 by 5/8 or 3/4 in. piece of the in. OC. Nom 2-1/2 ft long cross tees installed perpendicular to 5 ft same acoustical material used in the ceiling(Item 21).Panel located max long cross tees, midway between main runners, and spaced 60 in. 1 in. above and centered over"high hat"light fixture with ends resting OC—For nom 30 by 30 in. lay-in panels. on cold-rolled steel channels. Armstrong World Industries, Inc.—Types FST-6000, -6000A, 18. Air Boots—No. 24 MSG galy steel air boots with internal glass fiber -8000, -8000A. When Types FST-6000A or -8000A steel framing insulation are installed in pairs, along both sides of air supply light members are used, the Assembly and Beam Ratings are 2 hr. fixtures, and are connected by a 24 MSG galy steel crossover duct. E. Main runners nom 12 ft long, spaced 36 in. OC. Cross tees nom 3 ft 19. Air Duct Connector-6 in. diam. Any Class 0 or Class I Air Duct long installed perpendicular to main runners and spaced 24 or 36 in. Connector bearing the UL Listing Mark. OC. As an alternate for the 24 by 36 in. lay-in panels, main runners 20. Steel Framing Members*—The steel framing members are provided with may be spaced 2 ft OC with nominal 2 ft long cross tees installed either steel or aluminum caps on the exposed flange,depending upon the perpendicular to main runners and spaced 3 ft OC.—For 36 by 24 or steel framing member type. When aluminum capped members are used, 36 in. lay-in panels. the Assembly and Beam Ratings are 2 hr. Main runners and cross tees Armstrong World Industries, Inc.—Types AFG, AFG-A, FST-6000, in combinations listed below: -6000A, -8000, -8000A.When Types FST-6000A or -8000A steel A. Main runners nom 12 ft long, spaced 48 in. OC. Cross tees nom 4 ft framing members are used,the Assembly and Beam Ratings are 2 long installed perpendicular to main runners and spaced 24 in. OC. hr. When nom 1 by 4 ft light fixtures are used, additional 4 ft long cross Chicago Metallic Corp.—Types 250, 260, 1250, 1260, 1850 or tees installed along length center line of 2 by 4 ft grid modules; a 1860. When the Type 260, 1260 or 1860 steel framing members field-cut nom 12 by 48 in. lay-in panel, bearing a min of 3/8 in. on are used, the Assembly and Beam Ratings are 2 hr. suspension members, fills in the remainder of such modules. When F. Main runners nom 10 ft long, spaced 60 in. OC. Cross tees nom 5 ft nom 20 by 48 in. light fixtures and air terminal units (Item Nos. 13 long installed perpendicular to main runners and spaced 20 in. OC and 14) are used,additional 4 ft tong cross tees are installed parallel Nom 20 in.long cross tees are used to support one or both ends of a with and 2 in. from the 4 ft cross tees in the 2 by 4 ft grid module 20 by 48 in.light fixture in a 20 by 60 in.module;a field-cut nom 12 where 20 by 48 in. light fixture is to be installed. The ends of the 4 by 20 in.or two field-cut nom 6 by 20 in.lay-in panels,bearing a min ft long cross tees forming the sides of the 20 by 48 in. grid module of 3/8 in. on suspension members, fill in the remainder of such shall engage field-punched routes in the web of each main runner.The modules—For nom 20 by 60 in. lay-in panels. field-punched routes must be identical to factory-punched routes and Chicago Metallic Corp.—Types 250,260,1250,1260, 1850, 1860. shall be effected using a tool designed for that purpose and provided When the Type 260, 1260 or 1860 steel framing members are by the steel framing member manufacturer. When the ceiling is used, the Assembly and Beam Ratings are 2 hr. composed of nom 24 by 24 in.lay-in.panels,cross tees nom 2 ft long 20A. Steel Framing Members*—For use with metric size panels described installed perpendicular to 4 ft cross tees, midway between main under Item 21. Main runners nom 3600 mm long spaced 1200 mm OC, runners, spaced 48 in. OC—For 24 by 24 or 48 in. lay-in panels. cross tees nom 1200 mm long installed perpendicular to main runners Armstrong World Industries, Inc.—Type FST-6000, -6000A or and spaced 600 mm OC. Cross tees nom 600 mm long installed perpen- -8000A steel framing members are used, the Assembly and Beam dicular to 1200 mm cross tees (mid'Nay between main runners) spaced Ratings are 2 hr.Type GLBP(consisting of main runners,4 ft cross 1200 mm OC. For 600 by 600 or 1200 mm lay-in panels. tees and steel straps)for use with 24 by 48 in.Type P or PC lay-in CGC Interiors—Types DXL, DXLA. When Type DXLA is used, the panels. Assembly and Beam Ratings are 2 hr. Chicago Metallic Corp.—Types 250,260,1250, 1260,1850,1860. USG Interiors, Inc.—Types DXL, DXLA. When Type DXLA is used, When the Type 260, 1260 or 1860 steel framing members are the Assembly and Beam Ratings are 2 hr. LOOK FOR MARK ON PRODUCT y 42 FIRE RESISTANCE DIRECTORY(BXRH) FIRE RESISTANCE DIRECTORY(BXRH) FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)—Continued FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)—Continued 20B. Steel Framing Members*—Metal pans—(Not shown) (Optional)— Restrained Channel-shaped metal pans in various colors and finishes, installed Concrete And perpendicular to cross tees or main runners and spaced 4 or 6 in.OC.The Topping Unrestrained Unrestrained flange edges of the metal pans engage and interlock with the vertical Nom Panel Size, Acoustical Material Thickness, Steel Floor Assembly Beam In. Type In, Unit Type Ratings Rating tabs of the corresponding grid adapters with tabs 4 or 6 in.OC.(See Item 30 by 30 P(S)+++ 2.1/2 F,C or B 2 hr 2 hr 20C). End laps joints of the metal pans shall occur adjacent to main 30 by 30 PC(S)+ 2-112 C or B 2 hr 2 hr runners or cross tees,The metal pans shall each be supported by at least 30 by 30 P(S)++ 2-112 F 2 hr 3 hr two main runners or cross tees. 30 by 30 P(S)++ 3-1/2 F 3 hr 3 hr Chicago Metallic Corp.—Type 1650. 30 by 60 P(S)or PC(S)++ 2-1/2 F,C or B 2 hr 3 hr 20C. Steel Framing Members*—Grid adapter—(Not shown)(Optional)—For 30 by 60 P(S++ 3-1/4 F,t or B 3 hr 3 hr use with Type 1650 metal pans (See Item 20B). Angle shaped adapter 30 by 60 PC(S)++ 3-1/4 C or B 3 hr 3 hr 36 by 36 PC(S)+++ 2-112 F,C or B 2 hr 2 hr with a looped return flange; 36 by 36 PC(S)++ 2-1/2 F or Bsubi 2 hr 3 hr installed parallel to cross tees or main runners by engaging return flange 36 by 36 PC(S)+ 3-1/4 Bsubi 3 hr 3 hr of adapter to the flange of the cross tee or main runner.The 48 or 24 in. 36 by 36 PC(S)++ 3-1/2 F or Bsubi 3 hr 3 hr long adapters are intended for use with cross tees or main runners, 36 by 60 PC(S)++ 2-1/2 F,C or B 2 hr 3 hr respectively. 36 by 60 PC(S)++ 3-1/4 C or B 3 hr 3 hr Chicago Metallic Corp—Type 1650. 36 by 60 PC(S)++ 3-1/2 F 3 hr 3 hr 200. Steel Framing Members*—filler strips—(Not shown) (Optional)—For 48 by 48 PC(S++ 2-112 F,C or B 2 hr 3 hr use with Type 1650 metal ans.Filter strips are 0.018 to 0.024 in.thick, 48 by 48 PC(S++ 3-1/2 C or F 3 hr 3 hr yP P P 48 by 48 PC(S)++ 3-1/2 F 3 hr 3 hr steel or aluminum, 13/32 or 5/8 in. deep by 3/4 in. wide, placed F=All fluted steel floor units; C=All cellular steel floor units; B=An between the metal pans. y Chicago Metallic Corp.—Type 1650. blend of fluted and cellular floor units; B,-Blend of one cellular steel 20E. Steel Framing Members*-9/16 in. wide narrow flange grid may be floor unit to one or more fluted steel floor units. used as an alternate to 15/16 in.wide flange grid systems.Main runners, +—Hourly ratings apply when used in conjunction with Duct Outlet nom 12 ft long spaced 4 ft OC. Cross tees, nom 4 ft long, installed Protection System A. perpendicular to main runners and spaced 2 ft OC. Cross tees, nom 2 ft ++—Hourly ratings apply when used in conjunction with either the tong,installed perpendicular to 4 ft cross tees and spaced 4 ft OC.Type larger duct outlets (576 sq in. per 100 sq ft of ceiling area) or Duct FSLK for use with Type P, nom 24 by 24 in. square edge or tegular edge Outlet Protection System A, but not both. lay-in panels.Type FSL for use with Type P,nom 24 by 24 in.tegular edge �—Hourly ratings apply when used in conjunction with both the lay-in panels. Grid modules containing light fixtures must employ a larger duct outlets(576 sq in.per 100 sq ft of ceiling area)and Duct fixture centering clip at each corner. The 24 gauge electrogalvanized Outlet Protection System A. steel clip is nested on the flange of the intersecting grid tees, has two Armstrong World Industries, Inc.—Type 5/8 or 3/4 in. P, Type 1-7/16 in. high legs with their sides perpendicular to each other and a 5/8 in. PC, Type 3/4 in. BF.Type P (S, P) or PC(S) 15 mm thick U-shaped return at the top of each leg for engaging over the bulb of the 600x600 or 1200 mm.These metric size panels may only be used intersecting grid tees. with the metric size grid described under item 20A. Hourly Armstrong World Industries, Inc.—Type FSL, FSLK. When Type ratings shown for 24 x 24 in.size panels apply to 600 x 600 mm FSL steel framing members are used, the assembly and beam size panels while ratings shown for 24 x 48 in. panels apply to ratings are 1 hr.When Type FSLK steel framing members are used 600 x 1200 mm size panels. the assembly and beam ratings are 2 hr. 22. Hold Down Ctips—(Not shown)—No. 28 MSG spring steel.When ceiling 20F. Steel Framing Members*-9/16 in. wide narrow flange grid may be is composed of nom 24 by 24 in., 24 by 36 in., or 30 by 30 in. lay-in used as an alternate to 15/16 in.wide flange grid systems.Main runners, panels, one clip placed over bulb of cross tee near cross tee midpoint. nom 12 ft long, spaced 4 ft OC. Cross tees, nom 4 ft long, installed When ceiling is composed of nom 20 by 60 in., 36 by 36 in., 24 by 48 perpendicular to main runners and spaced 2 ft OC. Cross tees, nom 2 ft in., 30 by 60 in., 36 by 60 in., or 48 by 48 in. lay-in panels, two clips long,installed perpendicular to 4 ft cross tees and spaced 4 ft OC.For use Placed over bulb of each cross tee near cross tee quarter-points.One leg with Type P, nom 24 by 24 in. square edge lay-in panels. of each clip is to be cut off when placed over bulb of cross tee adjacent Chicago Metallic Corp.—Type 4050, for 1 hr assembly and beam to long side of light fixture. ratings only. 23. Accessible Hold-Down Clips—(Not Shown)—No. 28 MSG spring steel. 20G. Steel Framing Members*—Main Runners,nom 12 ft long spaced 4 ft OC. To be used in lieu of hold-down clips on each access panel in ceiling. Cross tees, nom 4 ft long, installed perpendicular to main runners and To the UL Classification Marking spaced 2 ft OC.Cross tees, nom 2 ft long,installed perpendicular to 4 ft cross tees and spaced 4 ft OC.Type P, nom 24 in. by 24 in. square edge lay-in panels for use with DXLT and Tegular edge for use with DXLF.When Design No. D218 Type DXLT steel framing members are used, the assembly and beam Restrained Assembly Ratings-2 and 3 Hr. (See Items 2, 16 and 16A) ratings are 1-1/2 hr.When Type DXLF steel framing members are used the Unrestrained Assembly Ratings-2 and 3 Hr. (See Items 2, 16 and assembly and beam ratings are 1 hr. CGC Interiors—Types DXLT and DXLF. 16A) USG Interiors Inc.—Types DXLT and DXLF, Unrestrained Beam Ratings-2 and 3 Hr. (See Item 16) 21. Acoustical Material*—Nominal 5/8 or 3/4 in, thick lay-in panels in nominal panel sizes and types tabulated below. Border panels supported 2 3 a 2 at walls by 24 MSG painted steel channel, 1-1/2 in. deep, with a 15/16 in. bottom flange. (S)-Surface perforations, (P)-Through perforations. Footnotes on following page. Restrained I B 12 13 t 119-1J2• Concrete And Topping Unrestrained Unrestrained Nom Panel Size, Acoustical Material Thickness, Steel Floor Assembly Beam i770 _ --L In. Type In. Unit Type Ratings Rating , 20 by 60 P(S or P)or PC(S)+++ 2-1/2 F,C or B 2hr 2 hr io 9 is 16 Lis io 20 by 60 P(S or P)or PC(S)++ 2-112 F or Bsubl 2 hr 3 hr 20 by 60 P(S)+ 3-1/4 F or Bsubi 3 hr 3 hr 20 by 60 P(S or P)or PC(S)++ 3-1/2 F or Bsubl 3hr 3 hr 2 3 a 3 e 24 by 24 BF(S)+++ 2-1/2 F,C or B 2 hr 2 hr 24 by 24 BF(S)++ 2-1/2 F 2 hr 3 hr " T �:•' r��_- - _ r-• 24 by 24 BF(S)++ 3-1/2 F 3 hr 3 hr 24 by 24 or 36 P(S)+++ 2-1/2 F,C or B 2 hr 2 hr 24 by 24 or 36 PC(S)+ 2-1/2 C or B 2 hr 2 hr 24 by 24 or 36 P(S)++ 2-1/2 F 2 hr 3 hr ' 24 by 24 or 36 P(S)++ 3-1/2 F 3 hr 3 hr 24 by 48 or 60 P(S or P)or PC(S) +. 2-1/2 F,C or B 2 hr 2 hr • 24 by 48 or 60 P(S or P)or PC(S)++ 2-1/2 F or Bsubi 2 hr 3 hr 9 1O io is 24 by 48 or 60 C(S)+ 3-1/4 F or Bsubi 3 hr 3 hr 24 by 48 or 60 PC S+ 3-1/4 Bsubi 3 hr 3 hr 1. Beam—X8x15, min size. 20 by 48 or 60 P(S or P)or PC S+ 3-1/2 F or Bsubi 3 hr 3 hr 2. Normal-Weight Concrete—Siliceous or carbonate aggregate; 154±3 pcf unit weight, 4500 psi compressive strength. LOOK FOR MARK ON PRODUCT ARCHITECTURE, INC. April 2, 1998 Mr. John R. Collins, Chief Building Official Town of South Windsor Town Hall 1540 Sullivan Avenue South Windsor, Connecticut 06074 Re: Summerville at South Windsor Project No: 97013.10 Dear John: Thank you for returning my call on this date. To summarize our conversation on this I-2 Occupancy building, we discussed the Corridor and Resident Unit partitions and the UL Designs for the referenced project. These items were noted on the Minutes to the March 17, 1998 meeting as open questions to be researched. The Corridor and Resident Unit separation partitions shall be smoke tight. Where a drywall ceiling is provided, these partitions may run to the ceiling to provide the smoke tight conditions. At any locations where suspended acoustic tile ceilings occur on both sides of the smoke tight partition,the studs and one layer of drywall shall run and be sealed to the deck above. Currently,this condition with tile ceilings does not occur in our design. Concerning the UL Designs for the floors,we are going to use a sprayed-on fireproofing design, so the concern over protecting the structural steel is resolved. The UL Designs for the roof will still be Roof/Ceiling Assemblies and we will ensure that the required minimum dimension between the roof deck and the ceiling is maintained. Please contact us should you have any questions on the foregoing. S' erely, seph J. arda,R.A.,NCARB roject Manager cc: Gene Weissman 1 801 ALEXANDER BELL DRIVE•SUITE 640 • RESTON,VIRGINIA 20191 • (703)476-3900 • FAX: (703)264-0733 • (800) 969-3901 800 EAST BROWARD BOULEVARD• SUITE 300 • FORT LAUDERDALE, FLORIDA 33301 • (954) 763-8133 • FAX: (954) 763-5272 •AA C001375 E-MAIL:AI@ARCHINC.COM ARCHITECTURE, INC. April 7, 1998 Mr.John Collins Chief Building Official Town of South Windsor Town Hall 1540 Sullivan Ave. South Windsor, CT 06074 Re:Summerville Assisted Care Living Facility at South Windsor Dear Mr. Collins, Please accept this signed and sealed set of documents for Building Permit Review. Briefly,the proposed project is an Assisted Care Living Facility located near the intersection of Ellington and Buckland Roads. The 58,314 square foot building is I-2 Occupancy, Type 2B Construction(fully sprinklered)conforming to 1990 BOCA code with the 1992 Amendments. Included with this package, is a completed Application for Building Permit and Application Fee check in the amount of$69,976.80. The following calculations were used to determine the Fee: $12/$1000 estimated construction cost=Fee Estimated Construction cost is $5,831,400.00 Total Fee= 12 x 5831.4= $69,976.80 On March 17, 1998, Joseph Camarda of Architecture,Inc. met with yourself,the Civil Engineer for the project, and the South Windsor Fire Marshall, Bill Lanning regarding this project. Enclosed are Minutes based on that meeting, as well as phone conversation notes since that meeting. Thank you for you time and consideration in reviewing these documents. If you have any questions, or need additional information,please call. Yours Truly, Gene Weissman Architect 1 801 ALEXANDER BELL DRIVE• SUITE 640 • RESTON,VIRGINIA 20191 • (703)476-3900 - FAX: (703)264-0733 • (800) 969-3901 800 EAST BROWARD BOULEVARD• SUITE 300 • FORT LAUDERDALE, FLORIDA 33301 . (954) 763-8133 • FAX: (954) 763-5272 .AA C001375 E-MAIL:AI@ARCHINC.COM k4API ARCHITECTURE, INC. April 8, 1998 Mr.John Collins Chief Building Official Town of South Windsor Town Hall 1540 Sullivan Ave. South Windsor, CT 06074 Re:Summerville Assisted Care Living Facility at South Windsor Dear Mr. Collins, First, let me apologize for the misunderstanding with regards to Permit Fees and thank you for your help in expediting the Review process for this project. I've recalculated the necessary Building Permit Review Fees as per our telephone conversation this morning: Total Estimated Construction Cost= $5,832,000.00 Construction Cost Excluding Electrical/HVAC/Plumbing/Sprinkler Work=$2,916,000.00 Permit Review Fee based on$12/$1000 Construction Cost(excl. trades)_ $36,000.00 Certificate of Occupancy Fee= $5.00 Total Building Permit Review and Certificate of Occupancy Fee= $36,005.00 As required by the Town of South Windsor, a Threshold Review of the construction documents will be conducted concurrently with the Permit Review process. Upon selection of the party authorized to perform that review, as well as the Special Inspections portion of this project, all pertinent data will be forwarded your office immediately prior to completion of the Review process. We expect to have the majority of that information within the next few weeks. As Architecture,Inc. is the Building Permit Applicant for this project, we have included within the General Provisions portion of the Project Specifications,requirements for the General Contractor to provide insurance for claims of Workers Compensation per Connecticut regulations. Attached is a portion of that section of the Specifications for your records. Also included with this submission, is a copy of the Town of South Windsor's Nuclear Control Zone Ordinance, signed by the Owner. The Town of South Windsor Planning and Zoning Commission Approval letter dated January 29, 1998 subjects final P &Z approval pending several modifications. These modifications are being finalized and will be submitted to the Commission for review prior to Building Permit issuance and submission of final mylars. Upon the Commissions acceptance, a final set of civil documents will be issued and inserted into the Building Permit Review 1 801 ALEXANDER BELL DRIVE• SUITE 640 • RESTON,VIRGINIA 20191 • (703) 476-3900 • FAX: (703)264-0733 • (800) 969-3901 800 EAST BROWARD BOULEVARD• SUITE 300 • FORT LAUDERDALE, FLORIDA 33301 . (954) 763-8133 . FAX: (954) 763-5272 .AA C001375 E-MAIL:AI@ARCHINC.COM documents. Thank you for you consideration in bringing these items to our attention so quickly. If you have any questions, or need additional information,please do not hesitate to contact our office. Sincerely, Gene Weissman Architect enclosures cc: Beth Delucenay, Vice-President, Summerville Healthcare Group, Inc. Buzz Drury,President, Architecture,Inc. Joe Camarda, Project Manager,Architecture,Inc. a K personal iniury M prone= damage.,giving_aU de�.aII�L because of injury to or destruction of tangible Statements of,anv_ witnesses __In,a,ddidon.,jf death„ segous property, including loss of use resulting therefrom; personal ilNuries_QI-seri-damages_=caI1sed. the accident 1h,-d(_g reported i mediatelvbv_ telenhonaM messenger o the Owner and Architect. .6 claims for damages because of bodily injury, death of a person or property damage arising out of 10.3 EMERGENCIES ownership, maintenance or use of a motor vehicle; 10.3.1 In an emergency affecting safety of persons or and property, the Contractor shall act, at the Contractor's .7 claims involving contractual liability insurance discretion, to prevent threatened damage, injury or loss. Additional compensation or extension of time claimed by the applicable to the Contractor's obligations under Paragraph 3.18. Contractor on account of an emergency shall be determined as provided in Paragraph 4.3 and Article 7. a, . 11.1.2 ��- �u�����d by-Subpar-Q aph 11.1-I Shall berme -Its-e€.liabi•Ii;ys ARTICLE 11 . ==per- ,,.,...,�e� �,�„�.. ,,.,....�,..,., ��-..ten-ea-ae e-----ese=-e=-. INSURANCE AND BONDS �� s, . , .aed el; .ateffupg ., 11.1 CONTRACTOR'S LIABILITY INSURANCE -4a4e ef�emmeaeemea of the-114;4 ef lEal 11.1.1 The Contractor shall purchase from and maintain in -nai tame a4zr-final pest. a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located such 11.1.3 Certificates of Insurance acceptable to the Ow-n.r insurance ice 14 the Owner as will protect the shall be filed with the Owner prior to commencement of the Contractor. Owner. Architect and such other parties as Owner Work. These Certificates and the insurance policies required may designate from time to time from claims set forth below by this Paragraph 11.1 shall contain a provision that which may arise out of or result from the Contractor's coverages afforded under the policies will not be cancelled or operations under the Contract and for which the Contractor allowed to expire until at least 30 days' prior written notice may be legally liable, whether such operations be by the has been given to the Owner. If any of the foregoing Contractor or by a Subcontractor!r Sub-subcontractor_or by insurance coverages are required to remain in force after final anyone directly or indirectly employed by any of them, or by payment and are reasonably available, all additional anyone for whose acts any of them may be liable: certificate evidencing continuation of such coverage shall b.- submitted with the final Application for Payment as required by Subparagraph 9.10.2. Information concerning reduction .1 claims under workers' or workmen's compensation, of coverage shall be furnished by the Contractor Frith disability benefit and other similar employee benefit reasonable promptness in accordance with the Contractor's acts which are applicable to the Work to be information and belief. .performed; 1nsei_ W: 11 l•t,4.41.E u .L� Own tip. .2 claims for damages because of bodily injury, date of the caner- .ontractor A�eement.the Contractor Sha!1 occupational sickness or disease, or death of the _ � tPLL1112 v..p2.Sl-Lg-9 the eY L&Ils.11�1L Insurance Contractor's employees; e t amp_Uthg Owner may regues insuring ao- .3 claims for damages because of bodily injury, perils not li 1 sickness or disease,or death of any person other than Insert X: IL 1.5 1f the Contractor fails to purchase or � the Contractor's employees; maintain M reguire ,t ha,purchased -pad maintained t_he liability -insurance _s _v_ � ragraph 1l.l.l. . .4 claims for damages insured by usual personal injury Owner„Mg_v 1.�.Z11.Y jh-W_= 0 1 mil t i, liability coverage which are sustained (1) by a insurance_t�� Contractor's behalfnnd1h,1lll;g entitled to person as a result of an offense directly or indirectly be renaid for anv premiums raid therefor by the Contractor in related to employment of such person by the the manner set forth in Paraganh 2.4. Contractor,or(2)by another person; _ .5 claims for damages, other than to the Work itself, Insert Y: l 1.1.6 When�t,�h insurance.&g to the AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION-FOURTEENTH EDITION-AIA -COPYRIGHT 1987 - THE AVtERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON D.C. 20006-5292.. WARNING; Unlicensed photocopying violates U.S.copyright laws and is subject to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced without violation until the date of expiration as noted below. Electronic Format A201-1987 User Document: 2012.DOC -- 11/7/1997. AIA License Number 103264, which expires on 3/31/1998 -- Page #28 4JI n �g� 0 ON ARCHITECTURE, INC. APR 1998 April 28, 1998 South Windsor BUILDING DEPARTMENT Mr.John Collins Chief Building Official Town of South Windsor Town Hall 1540 Sullivan Ave. South Windsor, CT 06074 Re:Summerville Assisted Care Living Facility at South Windsor Dear Mr. Collins, I have just been notified by Summerville Healthcare Group,Inc.that they have formed a separate corporation to run the proposed South Windsor facility. Thus the Building Permit Application has been incorrectly filled out. The"Owner" should now be: Summerville at South Windsor, L.L.C. 5285 Shawnee Rd., Suite 401 Alexandria,VA 22312 Attn: Beth DeLucenay Tel (703) 813-2518 Fax (703) 813-2525 Again, I apologize for the confusion regarding this permit application. If a new Application needs to be filled out,please let me know and I will do so immediately. If you have any questions, or need additional information,please call. Yours Truly, Gene Weissman Architect 1 801 ALEXANDER BELL DRIVE•SUITE 640 • RESTON,VIRGINIA 20191 • (703) 476-3900 • FAX: (703)264-0733 • (800) 969-3901 800 EAST BROWARD BOULEVARD• SUITE 300 • FORT LAUDERDALE, FLORIDA 33301 • (954) 763-8133 • FAX: (954) 763-5272 •AA C001375 E-MAIL:AI@ARCHINC.COM ARCHITECTURES INC. 1801 Alexander Bell Drive Job No: 97013.10 Suite 640 Reston, VA 20191-4377 Date: May 11, 1998 (703)476-3900 LETTER OF TRANSMITTAL To: Town of South Windsor Sent Via: Our Messenger ( ) 1540 Sullivan Ave. Your Messenger ( ) South Windsor, CT 06074 First Class Mail FedEx (Priority) ( ) Hand Delivered (X) ATTENTION: John R. Collins, Chief Building Official a RE: Summerville at South Windsor Transmitted: ( ) Prints ( ) Shop Drawings ( ) Tracings ( ) Specs ( ) Sepias ( X) Other copies Shy# Description 1 Memorandum from Cianci & Cianci dated May 5, 1998 to Structural Engineer 1 Letter from Rath eber/Goss Assoc. dated May 7, 1998 to Cianci & Cianci (X) For Your Use (X) Per Your Request ( ) Review and Return ( ) Copies REMARKS: Correspondance from and to the Threshold Reviewer. CC: Bill Hardy FIP Construction From: Joseph J. Camarda 1801 ALEXANDER BELL DRIVE • SUITE 640 • RESTON,VIRGINIA 201914377 • FAX:(703)264-0733 • (800)969-3901 •(7 03)476-3900 800 EAST BROWARD BOULEVARD • SUITE 300 • FT.LAUDERDALE,FLORIDA • (954)763-8133 • (954)763-5272 E-MAIL: ai@archinc.com • IMAY-0�q-1998 17:17 CIANCI 8 CIANCI P.02iO3 ,r r MON3 CUNSULTING S 1'HUCTt.1RAL ENGINEERS CIANCI (L CIANCI MEMORANDUM To: Mr, Craig Johnson,P.E. (fax: 301.590.0073) Rathgeber Goss Associates From: Mr.Christopher R.Herro@ Date: May 5, 1998 PC: Mr. Gene Weissman (fax: 703.264.0733) Mr.John Collins (fax: 860.644.3781) Re: Summerville Healthcare Group,Inc. —South Windsor, CT CNC#: 98 015 03 As requested, we have initiated our threshold review of the construction document submission of the referenced project. The purpose of our task is to review the primary structural system for compliance with the current Connecticut State Building Code (effective: June 15, 1994), Our review was based on the following: • Ref. 1: Architectural drawings prepared by Architecture, Inc.,dated April 3, 1998, Ref. 2: Structural drawings prepared by Rathgeber Goss Associates,dated April 3, 1998. • Ref. 3: Partial computations prepared by Rathgeber Goss Associates, received April 29, 1998. • Ref. 4: Project Manual prepared by Architecture, Inc,, dated April 2, 1998. The latnral portion of the footings and foundations review was based on frame loading supplied by you. We were not supplied with a complete set of computations and foundation reactions. We will revisit the foundations associated with the lateral resisting system during the superstructure portion of our review. We have conducted our review of the foundation and have the following concerns for your review and comment: 1. Code: Sheet S0.0 of the drawings of Ref. 2 indicates the use of the 1996 BOCA National Building Code. The current Connecticut State Building Code is the 1990 BOCA National Building Code with the 1992 Supplement and the 1994 Connecticut Supplement. It is our understanding that Connecticut does not intend on adopting the 1996 BOCA Code until late 1998. 2. Seismic Sstem: Sheet S0.0 of the drawings of Ref' Z indicates the use of concentrically braced frames for the seismic resisting system. The seismic resisting system of the building consists of eecentricaliy braced frames. However, the computations of Ref. 3 indicate the calculation of the load based on concentrically braced frames. Using the concentrically braced frame load is conservative but should be reviewed. Sheet S0.0 should be modified for the correct lateral system with the corresponding response modification factor and deflection amplification factor. 3. Soil Profile Tyne: Sheet S0.0 of the drawings of Ref. 2 indicates a soil profile type of S 1 which corresponds to an "S" value of 1. The soils report of section 02010 of Ref. 4 indicate an"S" value of 1.5 which corresponds to a soil profile type of S3, The computations Ref. 3 indicate an "S" value of 2.0 which corresponds to a soil profile type of S4. Please confirm the correct site coefficient, "S",value and modify the drawings and/or computations accordingly. 4. Anchor Bolts: Refer to the baseplate schedule within the drawings of Ref. 2. The schedule indicates the use of 4 anchor bolt connections for all of the column baseplates. This is consistent 199 Wethersficld Avenue. Hz�r:f. c; Cor'rr'iecc.icr_ir C1E)1'14-i 1 13 Phone (8601 527-v415 Tulpfax: (850) 249-1918 .MAY-05-1998 17:17 CIANCI & CIANCI P.03iO3 MEMORANDUM with a moment transferring fixed base connection. The lateral load distribution within the computations of Ref. 3 indicate select locations of lateral resistance (at the eccentrically braced frames). This is inconsistent with the baseplate schedule. Column baseplates should be modified to reflect the condition utilized within the analysis and design of the columns and footings. If it was the intent of the design to have all fined bases, then please supply our office with the foundation reactions in order to complete the foundation review prior to completing the lateral portion of the superstructure review. S. Dimensions: Refer to the drawings of Ref. I and Ref. 2. The dimension between gridlines "H.3" and "I" and the dimension between gridhnes "H.7" and "I" are not consistent between the two sets of drawings. Please review the two dimensions. 6. Footing Size: Refer to the drawings of Ref. Z. The footing located at the intersection of gridline HT and "12.9" is designated as "F-2" which corresponds to a Y-6" x Y-6"footing. Based on our computations we have determined that this footing size is inadequate to support the loads indicated. Please review the reaction on this footing. If desired,we are available to discuss the above noted concerns in further detail. Subsequent to a response to the above noted concerns, we will finalize our review of the foundation and initiate our review of the superstructure. Thank yoti. fn:9801503 CIANCI &CIANCI CONSULTING STRUCTURAL ENGINURS TOTAL P.0 5 RATHGEBER/GOSS ASSOCIATES Consulting Structural Engineers W. Eric Rathgeber,S.E.,P.E. Michael J.Goss,P.E. Gary R.Strand,P.E. 7 May.1998 Joseph Camarda Architecture Inc. 1801 Alexander Bell Drive Suite 640 Reston,Virginia 20191 RE: Summerville at South Windsor,Connecticut Dear Joe, In response,to the comments from Chris Herron of Cianci&Cianci in his letter dated 5 May 1998 on the threshold review of the primary structural system of the Summerville project in South Windsor, Connecticut,we offer the following responses. 1. CODE: The structural drawings will be modified to show the design building code to be the 1990 BOCA National Building Code with the 1992 Supplement and the 1994 Connecticut Supplement. 2. SEISMIC SYSTEM: The structural drawings will be modified to show the seismic system as eccentrically braced frames and the corresponding response modification and deflection amplification factors will be changed to reflect the eccentrically braced frames. 3. SOIL PROFILE TYPE: The structural drawings will modified to show the soil profile type"S"as 1.5 as reflected in the soils report. At the time,the calculation were prepared,we did not have the soils report. Therefore,we conservatively assumed the soil profile to be 2 and did not change our calculations since,the equation that contains the soil profile factor does not control in determining the seismic load on the building. 4.ANCHOR BOLTS: All the columns in the eccentrically braced frames have fixed column bases. The rest of the columns, carrying gravity loads only,are considered to have pinned column bases. The gravity columns have 4 anchor bolt base plates to provide stability to the columns during erection since the columns are not spliced and have a height of 34 feet. 15807 Crabbs Branch Way, Rockville, Maryland 20855 301/590-0071 Fax:301/590-0073 Joseph Camarda Architecture Inc. 5 February 1998 Page 2 5.DIMENSIONS: The dimensions on the structural drawings will be changed to reflect the correct dimensions as shown on the architectural drawings. 6.FOOTING SIZE: The column footing at column grids Q-12.9 will be changed to a F-3 to adequately support the column load in this location. The modifications to the structural drawings required from comments 1,2, 3, 5 and 6 will be issued in the next addendum to the structural drawings before construction begins. If there are any questions concerning this letter,please give us a call. Sincerely, RATHGEBER/GOSS ASSOCIATES,P.C. Craig E. Johnson,P.E. 97037 CEJ/ks RATHGEBER/ GOSS ASSOCIATES Consulting Structural Engineers MAY-21-1999 17:22 CIANCI & CIANCI P.01f04 CfANC1 a CIANCI ' • 4 , 1 S.CWM,P.E. Pau18.CI■nd,P.E. FAX COVER LE7TER Babe: f_ Job Meen� C44,(6. o �v gab '=� /!%lam ► C � ' . fox No.: AYA1 Ll PC: From: Carl S. Ciaoa ❑ Antmw J.PwChristopb�er Hemet John Messina 13 R)=W E. 7-jWJ1 D . M�ssag®: Number of Paper: (including carer•ham!) c:ami pro dots form 012 U74W IS ff YOU DO MOT PUCEW ALL oP TW PAM PLOW CALL P" 19$ Wethersfield Avenu , Hartford. ConneCdc Te f 1 -1113 2�9-'�9'l 8 Phone 1860) 527.6415 .MAY-21-199e 17:23 CIANCI & CIANCI P.02/04 CONSIJLTING STRUCTURAL ENGINEERS CIANCI CL CIANCI May 21, 1998 Re: Summerville Healthcare Group,Inc, South Windsor, CT Threshold Review CNC Job No.: 98 015 03 Ms. Beth Delucenay Summerville Healthcare Group, Inc. 5285 Shawnee Road, Suite 401 Alexandria, VA 22314-2720 Ms. Deluceoay: We have conducted our threshold review of the construction document submission for footings and da#ians of floe referenced project, The purpose of our task was to review the P Codeiary structural system ounof the above rioted area for compliance with the current Connecticut State Building Code(effective: June 15, 1994). our review was based on the following: • Ref. r: Architectural drawings prepared by Architecture, Inc.,dated April 3, 1998. • Ref. 2: Structural drawings prepared by Rathgeber Goss Associates,dated April 3, 1998. • Ref: 3: partial computations prepared by Rathgeber Goss Associates,received April 29, 1998, • Ref. 4: project Mangy prepared by Architecture, Inc.,dated April 2, 1998. We have received and reviewed the responses to our review comments from Mr. Craig Johnson of Rathgeber Goss Associates, dated May 7, 1998, The response(copy enclosed)indicates that several changes will be made to the drawings in addendum form prior to construction. Please supply our office with the addendum,when they are made available,for review and record. Upon reviewing the responses we determined that the foundation review could not be completed,prior to completing the superstructure review,without the fixed base reactions. Per our request, Mr. Johnson supplied these:reactions on May 11, 1998. We have reviewed the reactions and are satisfied with the design. We will review the supplied reactions during the superstructure review for equivalence. Based on the above it is our engineering opinion that the primary structural system for the footings and foundations was designed in substantial compliance with the requirements of the current Sta r therefero Connecticut Building Code. This completes our review of the footings and foundation project,ro ect, We will initiate our review of the superstructure and will submit our s to the desi review and comment. ,�► Very Yo C . I�erron—Staff Engineer S. Princi �AL - p� giber Goss Associates(wlo�.) (&x copy�y 301.590.0073) pc; Mr. Craig Johnson,P,E- -Ratkrg only 703.264.0733) Mr. Gene Weissman-Architecture,Inc, (w/o end.) ( copy Y (fax copy only 860.644.3781) Mr,John Collins -South Windsor Building Official enclosure: Rathgeber/Goss Associates rRH iAA IN1-�rhnr.F.-hH)rJ AvPnLjo, pai,rford, GLJ1')108CVC'uL 051141115 Mo.1080z5^one r660) 5P7-F415 Telefax. (8601249-1918 MAY-21-1998 17:23 CIANCI & CIANCI P.03/04 RATHGEBER/GOSS ASSOCIATES Conw1fi Mural Rgiroem K Eric JUkAff,S.E.,P-F- U u&d x Cosh P.E. Cry R.sue.P E. 7 May.1998 &dgt1cme Inc. 1801 Alwamde Hell Drive Suite 640 R on,Vir a 20191 RE-,gMrnwI9Ie At Sou*Vmd9or,0MV=tiWt Dear xok f�m Chris�rron of Cianci&Cisrci in his Ietter date 5 May 199$on the threshold In�to the GOMMents out,VM offer the • w � - struct>ua1 systran of tht Swatntr+►iile project in Sau#h 1Nitzdsar, reuse of per' following rMMSM. 1.CODE: code to be the 1990 BOCA�lationsl The�a1 drawings will be tnodif�ed to show the desiga building gig Cock wish the 1992 SuWWWW and the 1994 Connerdieat Supplemcnt 2. Sw)&C SYSTEM: will� t4 sltoar the seiser►ic system as eccntrically bwoed fumes md the '17te drawings lificatioa fd4ors will be changed to MAW dw ewapond. �n►Od;won PW deflection onp ejeaft brsctd ftnes. 3.SOIL PROMS TYPE: «g�a as 1.5 as ref caed in the$oils MOM �p ,iU modif ed to stow the soil profile we wn� �► T per ,we did not bane t0 spoils report. Tb►MOte, At tht *a equation that cnWw the soil teamed the soil pmf&to be 2.nd did not dMW our calCul o the buildin profile doss not coatral hi deWmbftg the sc smic load g- 4_ANCHOR BOLTS ab= fzama eve fixed columyr►bases. Thn rest 4f tha coh mns, All the Goers in#k�c ocretttrtcalrY braced The columns have 4 loads anly are cmtdeaned to brave p c;oltuna bases, grY �F 'de stability to the columns during sanction since the coinmus*re not spliced =&oar bolt base Vistas to pry wd b►ve a heist of 34 feeL IW7 Crabt)s BrOnch WOV,RdCkv�IS�.Morylonci2ge 3011590.0071 for 3011 90.0073 •�tl� •3�1f11�31I1-� Web:t0 96 A0 �bW fi/b'd MAY-21-1998 17:24 CIANCI & CIANCI P.04/04 J s 5 Fabrury 199 Page Z .DnAWSIDNS: t0 reg at&a c Ted iris as sbown Od the � - oD die smdw2l drzwi�gs wdI be chanted mmtw=li drawings. 6.pooTm • at color=pids Q-17.9 vnI)be chuWd tD aF'3 to ad"patdy rapport the cotmw load The cols=fooft is Wo locad M to the structu�l&►wings required froar ca= ents 1,Z,31 5 d will be issued in ft naxt od&ndTlve befora co�racm begun. �to t�sarorl�u�d� If that=MY quwdm c .rn this WW,Plam Sive us 4 WL Sittca*o I ATMOMMO S ASSOCIA" ,P.C. e0oo" ce Craig E.Jobnwu,P.E. 97037 CEJU' dL 4 y A -� r THGEBER/ JA S Timp. l ote"0l I M� TOTAL P.04 .. JUL 13 098 03:31PM ARCHITECTURE, INC. P.1i6 ARCHITECTURE, INC. FAx TRANSMISSION Date: July 13, 1998 Pages: 6 To: Chris Herron Fax#: (203) 249-1918 Project: Summerville at South Windsor From: Gene Weissman Project#: 97013.10 COMMENTS: Enclosed,please find the project Structural Engineer's responses to the Threshold Review of the primary structural system for the Summerville at South Windsor project. If you have any questions or concerns,please do not hesitate to contact our office. cc: /John . Collins, Town of South Windsor 1801 ALEXANDER BELL DRIVE a SUITE 640 • RESTON,VIRGINIA 201914377 • FAX: (703)264-0733 - (800)969-3901 • (703)476-3900 800 EAST BROWARD BOULEVARD 0 SUITE 300 • FT.LAUDERDALE,FLORIDA • (954)763-8133 a (954)763-5272 E-MAIL: aiGarchint.com _ JUL 13 '98 03:32PM ARCHITECTURE, INC. P.2i6 , BATH G E B E R/DOSS ASSOCIATE Consulting Structural Engineers �y W.Eric eber,S.E.;P"E. 'f ) . $ rf GOBS,P. ,-Strand,P: 10 July 1998 - .. . Joseph Camarda Architecture Inc. 1801 Alexander Bell Drive Suite 640 Reston,Virginia 20191 RE: Summerville at South Windsor,Connecticut Dear Joe, In response,to the continents from Chris Herron of Cianci&Cianci in his letter dated 17 June 1998 on the threshold review of the primary structural system of the Summerville project in South Windsor,Connecticut,we offer the following responses. 1.COMPOSITE BEAMS: a.The W16x26 beam located on the second floor level along grid line K between grid lines 8 and 10 is missing studs these will be added. b. The W 16x31 beam located on the third floor level along grid line 2 between grid lines H.7 and J.1 does have the capacity to carry the design loads. See attached calculations. 2. CANTILEVERED BEAM: a.The cantilever beam along grid line 7 between grid lines P and Q will be changed to a W 12x l 9 to match the other cantilever beams in this area. .1 DRAWWGS: a.Joists at the roof supporting the roof top units are"KCS"joists the designations will be changed on plan. b.The beam located near grid line 2 between grid lines 2 between grid lines H.7 an d J indicates a W14x14 will be revised to a W12x14. c.The W8x 10 beams at the roof framing at the elevators located along grid line 9.4 at grid line f and along grid line G and at grid line 3.8 are required to frame out the openings at the roof level. 16807 Crabbs Branch Way,Rockville. Maryland 20855 301/590-0071 Fax:301/590-0073 -JUL 13 198 03:32PM ARCHITECTURE, INC. P.3/6 Joseph Camarda Architecture Inc. 10 July 1998 Page 2 The modifications to the structural drawings required from comments 1, 2,and 3 will be issued in PM 47 on 13 July 1998. If there.are any questions concerning this letter,please give us a cull. Sincerely, RATHGEBER/GOSS ASSOCIATES,P.C. l� Ir-CO- � Craig E.Johnson,P.E. 97043 CEJ/ks RATHGEBER/ GOSS ASSOCIATES Consulting Structural Engineers RAMAJUL 13 v 98 03_33PM ARCH I TEC SURE, I NC. R•4/6 u-i J. iVVi ++w DataBase : 97043 07/09/98 11:21 :24 Building Code: BOCA Floor Type : 3RDFL 0. Y �i� t 23 44 it 100 120 y 74S _ -',75 42 86 - 171 Y• X-C 34 110 1M i 33 !4 �� I 1b1 167 11i — y !2 117 40 R •t pp — 39 106 -- —...-- 214-- — — —-- —_113 Mt - - 6 - ,m p--• .^ R 71 .—_. .,. •------ --• ..tas-:-_--._,_ sea � .---•---,01—_•-_ ;fir QQ ._ ?aa . 201 Ica a 10 -- 8 •as — _ - Fi Fl 22y 13213 all 44 U1 zJ 3j'98 .03:33PM ARCH I TE jTURE r,,.I NC sign P.5/6 Rathgeb r/Goss Associates SOUTH WINDSOR DataBase: 97043 07/09/98 11 ! 21 :24 Building Code: BOCA Steel Code: ASD 9th Ed. Floor Type : 3RDFL Beam Number = 145 span information (ft) : I-End (70 . 17, 142 .33) , J-End (85 . 91, 142 . 33) Depth Limitation specified - 18 . 00 Beam Size (User Selected) = W16X31 Fy = 50 . 0 ksi Total Beam Length (ft) = 15 . 74 Right Composite properties (Not Shored) ; Left 3 Concrete thickness (in) 2 . 50 2 . 50 Unit weight concrete (pcf) 115 . 00 115 . 00 f ' c (ksi) 3 . 00 3 . 00 Decking Orientation perpendicular perpendicular Decking type USD 2" Lok-Floor USD 2" Lok-Floor beff (in) = 47 . 22 Y bar (in) = 13 . 52 Seff (in}}3) = 61 . 69 Str (in**3) = 72 .46 Leff (in**4) 704 . 34 Itr (in**4) = 949 . 26 Stud length (in) - 3 . 50 Stud diameter (in) = 0 . 75 Stud Capacity (kips) q = 9 . 9 ## of studs : Max = 30 Partial = 10 Actual = 12 Number of Stud Rows = 1, Percent of Full Composite Action = 32 . 21 Point Loads (kips) Dist DL CDL RedLL Red s NonRLL StorLL RoofLl., RfRed � 0 . 00 0 . 0 2 . 83 5 . 69 4 . 52 9 .46 19 . 9 0 . 00 0 . 00 9 . 16 11 . 05 4 .49 10 .28 19 . 9 1 . 97 0 . 00 0 . 00 0 . 0 10 .33 9 . 77 6 . 08 9 . 12 19 . 9 1 . 62 0 . 00 0 . 00 0 . 0 Line Loads : (k/ft) Distl Dist2 DL1 DL2 CDL1 CDL2 LL1 LL2 RedType 9 . 16 10 . 33 0 . 154 0 . 154 0 . 124 0 . 124 0 . 309 0 . 309 19 . 9�R 10 . 33 15 . 74 0 . 325 0 . 325 0 . 260 0 . 260 0 .390 0 . 390 SHEAR. Max V (kips) = 30 . 17 fv (ksi) = 7 . 31 Fv = 19 . 69 MOMENTS : Span Cond Moment @ Lb Cb Tension Flange Comp Flange p kip-ft ft ft fb Fb fb Fb Center C DL 44 .4 9 .2 --- _-- 11 . 29 33 . 00 11.29 33 . 00 Max + 163 . 0 9 .2 _-- --- Mmax/Seff 31.71 33 . 00 --- Mconst/Sx+Mpost/Seff 34 .36 45 . 00 - --- Controlling 163 . 0 9 . 2 --- --- 31 .71 33 . 00 -- fc (kei) = 0 . 87 Fc = 1 .35 REACTIONS (kips) : Left Right Initial reaction 7 . 97 8 . 67 JUL 13 '98 03:34PM ARCHITECTURE, INC.,Sign ig (Beam 145) PacP•6/6 RAMS1•6zL v9* . � �"aYl�Y a..l ,.,... Rathgeber/Goss Associates SOUTH WINDSOR DataBase: 97043 07f09/98 11 :21 :24 Building Code: BOCA Steel Code : ASD 9th Ed. DL reaction 13 . 02 15 .44 Max + LL reaction 13 . 94 14 . 73 Max + total reaction 26 . 96 30 . 17 DEFLECTIONS: Initial load (in) at 8 .18 ft = -0 . 165 L/D = 1147 Live load (in) at 8 . 18 ft = -0 . 155 L/D = 1217 Post Comp load (in) at 8 . 18 ft = -0 .226 L/D = 835 Total load (in) at 8 . 18 ft = -0 .391 L/D = 483 j -j3bL-23-1998 12:11 CIANCI & CIANCI P.01/02 h67 L-T!t� CONSULTING STRUCTURAL ENGINEERS CIANCI QL CIANCI Carl S.Mond,F.E. Pouf 3.Chind,P.E. Fr4aC' COVER LE---- Date: -7--a 3 ^c?,' Job Name: /# pff4- *V0A1 Job No.: r rsr�4,v Fax .: �� �- o 0073 6 � -7Y PC; From: Carl S. Cianci Anthony J. Papa ❑ Christophcr Herron John Messina ❑ Ronald E. Zurell ❑ Message: Number /Pages: (including cover sheet) form#12 IF YoU Do NOT RECEIVE AU OF THE PAGES, PLEASE CALL($so)527-"18 TUL-23-199e 12:11 CIANCI & CIANCI P.02/02 C Ong t 7UNSIJI-TING, 6TRUCTURAL ENGINEERS CIANCI Q CIANCI July 23, 1998 Re: Summerville Healthcare Group,Inc, South Windsor,CT Threshold Review CNC Job No.: 98 015 03 Ms. Beth Delucenay Summerville Healthcare Group, Inc. 5285 Shawnee Road, suite 401 Alexandria,'VA 22314-2720 Ms. Delucenay: We have conducted our threshold review of the con`- ruction documnnt submission for the superstructure portion of the referenced project. The purpose of our task was to review the primary structural system of the above noted area for compliance with the currem Connecticut State Building Code(effective: June 15, 1994). Our review was based on the following: • Architectural drawings prepared by Architecture, Inc.,dated April 3, 1998. • Structural drawings prepared by Rathgeber Goss Associates, dated April 3, 1998, and revised through May 14, 1998. • Partial computations prepared by Rathgeber Goss Associates, rived April 29, 1998. • Project Manual prepared by Architecture, Inc., dated April 2, 1998, We have received and reviewed the responses to our review comments from Mr. Craig Johnson of Rathgeber Goss Associates,dated July 10, 1998. The response indicates that several changes will be made to the drawings in addendum form on July 13, 1998. We received the addendum on July 22, 1998 and spoke with Mr.Johnson regarding his responces. We are satisfied with the responces and the submitted changes. Based on the above it is our engineering opinion that the priniary structural system for the superstructure was designed in substantial compliance with the requirements of the current State of Connecticut Building Code. This completes our scope of services for the threshold review portion of the project. Please send any updated construction documents for review and record. ,. # N r ,x �► V ery truly yours, 4 CIANCI dt CIANCI arl . Cianci, P.E. --Principal . Christopher R. Herron-- Staff Engineer PC: Mr, Craig Johnson,P.E -Rathgeber Goss Associates (fax copy only 301.590,0073) Mr. Gene Weissman-Architecture, Inc. (face copy only 703.264,0733) Mr. John Collins t South Windsor Building Official (fax copy only 860.644.3781) CRH 198 Wether•stield Avenuc, Hartfcrd, Con.nec:ticn.jL 061 1 4-1 1 1 3 rt:9801S cone (860) 527-6415 Teiefox: (€360) 249-1918 TOTAL P.02 01: 58F)C Oy R1 08 'M 8 1 M 46P3 ARCHITECTURE,ve I-&"4PM from 8606447280*7e3 264 8733 P- i TO: The Town of South Windsor Building Department 1540 Sullivan Avenue South Windsor, Connecticut ON74.24786 FROM (Company'Name) S e(%J; 1 Ie C L-i G (Address) 2. F5 ko vJ n t e oaf Stj r VA- z Z 3 12. (ReapoAsible Person dt Title) l tA Ss-e < < 1 L GZ lei h ot ee RZ: Building Pcrmit'No The undersigned hereby certifics on behalf of the above-named company and regarding the above•reforeaeed building permit, that said company conforms to'the provision of the Town of South Windsor's Nuclear Control Zone Ordinance with respect to the s,otiv,ity oncomplued by said building permit. Signed this "Ad /g g ay ofA--)r I at ��xa nd✓'� a V / 1 (Company) ✓il/40 6T LL-c— By log (Name) ga 55e1 (TWOL A a✓l otq e Sant'APR,08, '98 01:46PM ARCHITECTURE_ INC.s,e frMM 8694447289*763 264 6733 F'•6/hive, 20 S e ISO 1935 MUCLUR MTRQL lon ORDI PIDDIRGS This ordinance is necessary for , the following reasonss I. The ' people of the Town of South Windsor have becom increasingly aware of the economic consequences of the use of radioactive matariale and the disposal of radioactive wastes. 2• The people of the Town of South Windsor are well aware of the adverse economic consequences of the actual or potential use, Storage, and disposal of radioactive materials, including radioactive waste, due to this Town's experie=e during a previous low-level radioactive vast siting process. 3. The people of South Windsor are concerned -that the use, etorsge, or disposal of radioactive mterfalaf including radioactive waste, within the ,Town, may prove to be a significant detriment to the economic development of the community, and an adverse factor on property values within this commuaf ty. 4 . The people of South wind®or are concerned that the disposal and clean-up of radioactive materials, including radioactive waste, could become a significant economic burden to the Town. ze IS T - Oy X=RAR11 m The Town of South Windsor shall be, And is, established an a Nuclear Control Zone wherein there mehall be no nuclear reactors, experimental or conwrcial; ' nor -any nuclear fuel reprocessing plants of any kind conetrueted or operating within the Town, PAA)XIHiTIOR ON MM10ACT VB Am "D=Oil rVx ttAM; Wo radioactive materials--including, but not , limited to, radioactive wastes•-of any kind shall be stored, held, incinerated, tr@ated, pzoca44Ad, -or disposed of either oir a, temporary or permanent basis -within the boundaries of South Windsor; ezaept as provided below in the section titled Nzxclusions. 11 PRCOUITION ON 11VCLSAR $': No nuclear warheads, shall be Positioned or mhnufactured within South Windsor. TM SOOTS FOR BUILDING Dal IIS to-rill be responoiblm for preparing a document c6rtifidd raia'1 companies seeking a Building -permit '.that "they, , onf sin to Ordf nance. the . Town of , ; $ uth 1Pindsor'a Vuel ar-"' Control E lie Sent APR,08„'98 01:47PM_ARCHITECTUREJ INC_3p� froti 96064472900793 264 0733 P•7i89e 30 5 Nuclear Control zone Ordinance Page Z June 190, 1995 SZCLUSIONSs Nothing in this Ordinance shall be construed to: 1. limit or prohibit ' the - use of radioactive material in medicine; 2 . regulate the use of radioactive smo- ke detectors and light emitting Watches or clocks; 3 . prohibit industrial radiography and tracer processes; 4 . prohibit the transmission of electrical energy through the Town produced by nuclear energy; 5 . prohibit direct activities of the Federal Government, or its statutorily-created agencies, or its employees; 6. prohibit, in any way, the possession or dissemination of any written materials or other expressione of speech Protected ' by the First amendment of the United States Constitutions 74 prohibit . temporary Storage of Waste by any medical Provider, business entity, or research facility located within the Town, which waste is a by-product of - that entity's business, or research activities, or medical activities * in the Town; and, which waste has not been produced - in violat,lon of this Ordinance, or any other Ordinance, regulation, or law of the Town, the State of Connecticut, or the United states; , 8 . prohibit the use of radioactive material by any business entity, research facility, or medical provider in conducting activities which were engaged in by that business entity, research facility, oz medical provider as of the date of enactment of this Ordinance. PZ3MTI$8: Any person, -firm, or corporation who violates th provisions of this Ordinance shall *be assessed a civil penalty of not more than one Hundred Dollars ($100.00) per day for each day such violation continues . Each and every violation of this -Ordinance shall- constitute a separate offense. All such civil penalties shall be deposited in the -General Fund of the Town of South Windsor. ppPR 08 '98 01:47PM ARCHITECTURE, INC. p,gig 5 0". b'y urn auu r+ o�nva�+R �+rr-so-ao +a•+�4Plti from 860644728607®3 264 6733 ri90 4/ S .L Nuclear Control Zone e Page 3 June 19, .1995 SMMRMILITI: If any section, 'subsection, paragraph, or word of this Ordinance shall .be held to be invalid, either n its face, or as applied, - the invalidity of such provision shall - not affect the other sections, subsections, paragraphs, sentences, or words of the Act and the applications thereof; and, °to that extent, the sections, subsections, paragraphs, sentences, or words - of the Act sh$11 be doomed severable. ZFPBMXVX DATE: This Ordinance shall become effective as of ARCHITECTURE, INC. 1801 Alexander Bell Drive Job No: 97013.10 Suite 640 Reston, VA 20191-4377 Date: May 18, 1998 (703)476-3900 LETTER OF TRANSMITTAL To: Town of South Windsor Sent Via: Our Messenger ( ) 1540 Sullivan Ave. Your Messenger ( ) South Windsor, CT 06074 First Class Mail ( ) FedEx (Priority) ( ) Hand Delivered ( X) ATTENTION: John R. Collins, Chief Building Official RE: Summerville at South Windsor Transmitted: ( ) Prints ( ) Shop Drawings ( ) Tracings ( ) Specs ( ) Sepias (X) Other CQ 'es Sheet# Description 1 Original Signed Copy of Statement of Special Inspections ( X) For Your Use (X ) Per Your Request ( ) Review and Return ( ) Copies REMARKS: CC: Rich L'Heureux FIP Construction From: Joseph J. Camarda Barry Avery IMTL 1801 ALEXANDER BELL DRIVE - SUITE 640 - RESTON,VIRGINIA 20191-4377 - FAX:(703)264-0733 - (800)969-3901-(7 03)476-3900 800 EAST BROWARD BOULEVARD SUITE 300 • FT.LAUDERDALE,FLORIDA (954)763-8133 (954)763-5272 E-MAIL: aiGarchinc.com Connecticut Engineers in Private Practice Structural Engineers Coalition Statement of Special Inspections Project: Summerville @ South Windsor Location: South Windsor, Connecticut Owner: Summerville @ South Windsor, L.L.C. Owner's Address: 5285 Shawnee Road, Suite 401, Alexandria, Virginia 22314-2720 Architect of Record: Architecture Incorporate Structural Engineer of Record: Rathgeber/Goss Associates This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the special inspection requirements of the BOCA National Building Code. It includes a Schedule of Special Inspections applicable to this project as well as the name of the Special Inspector, and the identity of other approved agencies intended to be retained for conducting these inspections. The Special Inspector shall keep records of all inspections, and shall furnish inspection reports to the code official and to the structural engineer and architect of record. Discovered discrepancies shall be brought to the immediate attention of the contractor for correction. If such discrepancies are not corrected, the discrepancies shall be brought to the attention of the code official and the structural engineer and architect of record. The special inspection program does not relieve the contractor of his or her responsibilities. Interim reports shall be submitted to the code official, owner, structural engineer and architect of record. A schedule of interim reports shall be approved by the Code Official prior to permit issuance. A final report of inspections documenting completion of all required special inspections and correction of any discrepancies noted in the inspections shall be submitted prior to the issuance of a certificate of use and occupancy. Job site safety is solely the responsibility of the contractor. Materials and activities to be inspected are not to include the contractor's equipment and methods used to erect or install the materials listed. Interim Report Frequency: \\��� �F CON/��cii,,��i Prepared by Design Professional: �Q,• �y sTRq�o n co (type print name) ��0���#19727 S/ONALEN Sig re Date Design Professional's Seal Owner's Au horization: Building Official's Acceptance: L 4L ('7- r ate Signature Date Signature' ignatu e g Connecticut Engineers in Private Practice Sheet 1 of 5 Structural Engineers Coalition Project: Summerville- South Windsor Schedule of Special Inspection Services The following sheets comprise the required schedule of special inspections for this specific project. The construction divisions which require special inspections for this project are as follows: ® Soils and Foundations ® Cast-in-Place Concrete ❑ Precast Concrete ❑ Masonry ® Structural Steel ❑ Wood ® Cold Form Metal Framing ❑ Special Cases Inspection Agents Firm Address 1. Special Inspector Cianci& Cianci 198 Wethersfield Avenue Carl Cianci Consulting Engineers Hartford, CT 06114 2. Testing Laboratory Independent Materials 57. N. Washington Street Barry Avery Testing Laboratory, Inc. P.O. Box 745 Plainville, CT 06062 3. Testing Laboratory 4. Other Note: The qualifications of all personnel performing Special Inspection activities are subject to the approval of the Building Official. Schedule of Special Inspection Services Sheet 2 of 5 Construction Division - Soils and Foundations Project: Summerville- South Windsor Item Agent# Scope 1. Shallow Foundations - Insitu 2 Verify stability of each footing subgrade material per specifications and geotechnical report. Verify bearing capacity of subgrade @ bottom of footings. 2. Controlled Structural Fill 2 Test nature and condition of subgrade before (If Required) compaction. Test borrow material for compliance with specifications and geotechnical report Test compaction/moisture for fill material (thickness of lifts) and compaction percentages for each lift per specifications (refer to earthwork specification, Section 02200 and Geotechnical report) 3. Deep Foundations - N/A 4. Other a)Backfill 1 Check backfill material meets requirements of contract documents. Schedule of Special Inspection Services Sheet 3 of 5 Construction Division - Cast-in-Place Concrete Project: Summerville - South Windsor Item Agent# Scope 1. Mix Design 1 Review all mix concrete designs for compliance with contract documents. 2. Material Certification 1 Review material certifications for concrete materials as required by concrete specifications. 3. Reinforcement Installation 2 Review reinforcing for size quantity, spacing, cover, position and support against displacement due to construction operations and concrete placement. 4. Post-Tensioning Operation - N/A 5. Batching Plant 1 Periodical visits to batching plant to assure that batching operations are properly executed. 6. Formwork Geometry 2 Review formwork to insure the size and shape meet the contract documents. 7. Concrete Placement 2 Provide required concrete testing for slump, air entrainment, temperature, etc. per contract specifications Review operations of concrete placement complies with recommendation of specifications and ACI 304 recommended practices for measuring, mixing, transporting and placing concrete. Review concrete placement for cold weather concreting (ACI 306) and hot weather concreting (ACI 305) placement as required. 8. Evaluation of Concrete 2 Make and test cylinders at a frequently specified in the Strength contract documents and/or ACI code. Ensure proper handling and transportation of cylinders to a designated testing laboratory. Review test results for compliance with contract documents. 9. Curing and Protection 2 Review proper curing and protection has been achieved as required by concrete specifications and ACI 306 for cold weather concreting and ACI 305 for hot weather concreting. 10. Other - N/A Schedule of Special Inspection Services Sheet 4 of 5 Construction Division- Structural Steel Project: Summerville - South Windsor Item Agent# Scope 1. Fabricator Certification/ 1 Verify fabricator's AISC certification or review his Quality Control Procedures quality control procedures against AISC quality certification program. 2. Material Certification 2 Review certified mill test reports on structural steel and check for material identification markings on high strength bolts. 3. Open Web Steel Joists 2 Verify final bracing configuration is in accordance with steel joist institute. 4. Bolting 2 Visually inspected all bolted connections. Check 15% of bolted connections to verify all bolts tightened to the"snug-tight" condition defined as the tightness attained by a few impacts of an impact wrench, or the full effort of a man using an ordinary spud wrench. 5. Welding 2 Review welder certificates. Perform visual inspections of all welds. Perform tests on all full penetration welds and 10% of the other welds per steel specifications. If more than 20% of tested welds fail test all welds. Applicable for both field and shop welds. 6. Shear Connectors 2 Check number, size and spacing of shear studs as well as weld quality by Bend Test or other methods. 7. Structural Details 2 Verify general conformance of structural details as shown on the contract documents. 8. Other - N/A Schedule of Special Inspection Services Sheet 5 of 5 Construction Division - Cold Form Metal Framing Project: Summerville - South Windsor Item Agent# Scope 1. Material Certification 1 Review mill certificates - certifying products comply with requirements, including uncoated steel thickness, yield strength, tensive strength, total elongation, galvanized-coating thickness. 2. Welding 2 Review welder certificates. Perform visual inspections of all welds. Perform tests on 10% of welds per steel specifications if more than 20% of tested welds fail test all welds. Applicable for both field and shop welds. 3. Structural Details 2 Verify general conformance of structural details as shown on the contract drawings and shop drawings. CNC Job No.: 98 015 03a Page 1 of 1 Connecticut Engineers in Private Practice Structural Engineers Coalition Final Report of Special Inspections Project: Summerville at South Windsor Location: South Windsor, Connecticut Owner: Summerville CT, LLC Owner's Address: 5285 Shawnee Road, Suite 401,Alexandria, Virginia 22314-2720 Architect Of Record: Architecture, Inc. Structural Engineer Of Record: Rathgeber/Goss Associates Consulting Structural Engineers To th best of my information, knowledge and belief, the special inspections required for this project, and it mized in the statement of Special Inspections submitted for permit, have been completed and all discovered discrepancies have been reported and resolved other than the following. Comments: (Attach 8-1/2 x 11 continuation sheet(s)if required to complete the description of corrections) Int rim reports submitted prior to this final report form a basis for, and are to be considered an integral part of this final report. 01 00 610 v S. 00 Respectfully submitted, �Q;•'�' •. Special Inspector * v Carl S. Cianci P.E. Ift14810 Type or nt m ''a YP .0" O0 .4,QpN��ti nature ate CEPP/SEC FORM SEC 102• Final Report of Special Inspections• ©CEPP/SEC 1993 MM •t4 4 ~ T-o ap S ?d&U&1at _ 1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074-2786 soit*.0 AREA CODE 860/644-2511 May 6, 1999 FAX 860/6443781 William Drury Architecture, Inc. 1801 Alexander Bell Drive Suite 640 Reston,VA 20191 Dear Mr.Drury.- Please be advised that beneficial occupancy is hereby granted for the new Assisted Living Care Facility to be known as the Sommerville, erected at 1715 Ellington Road, South Windsor,CT under Building Permit#25134, as provided by Connecticut General Statute 29-252-1b-1195.1. Please be advised this occupancy is for furniture placement,kitchen setup, and staff training only. No occupancy for residential units is granted with this approval. The permanent Certificate of Occupancy will be issued upon the receipt and approval of an as- built site plan and receipt of an affidavit of actual cost with appropriate fees paid in association with this affidavit. Please be advised that any changes in the building,which constitute violations of the conditions of the permit,will result in revocation of this approval. This occupancy is granted for a period of 60 days, and will expire on July 6, 1999. Very truly yours, John R.Collins Chief Building Official cc: Marcia Banach,Director of Planning Jerry Iazzetta, Town Engineer William Lanning, Fire Marshal 0 F1 4JI ARCHITECTURE, INC. May 3, 1999 Mr. John Collins, Chief Building Official Town of South Windsor Town Hall 1540 Sullivan Ave. South Windsor, CT 06074 Re: Summerville Assisted Care Living Facility,South Windsor, CT Summerville at South Windsor, L.L.C. Dear Mr. Collins, We are the architect for the referenced project and have observed the progress of the Work. To the best of our knowledge,the work has been constructed in substantial conformance with the permitted plans and specifications. As you required, the cost for the construction currently stands at $7,310,616. A few outstanding issues remain but they will not add significant cost to the Work. Sincerely, William R. Drury, A.I.A. President cc: Beth DeLucenay- Summerville Healthcare Group,Inc. 1 801 ALEXANDER BELL DRIVE•SUITE 640 • RESTON,VIRGINIA 20191 • (703)476-3900• FAX: (703)264-0733 • (800) 969-3901 800 EAST BROWARD BOULEVARD•SUITE 300 • FORT LAUDERDALE, FLORIDA 33301 • (954) 763-8133 • FAX: (954) 763-5272 •AA C001375 E-MAIL:AI@ARCHINC.COM RATHGEBER/GOSS W.Eric Rathgeber,S.E,P.E. ASSOCIATES Michael J.Goss,P.E. Gary R.Strand,P.E. Consulting Structural Engineers Craig E.Johnson,P.E. David W.Bernhardt,P.E. 12345 L.Rathbun,P.E. .9 00 w 3 May 1999 A �D ZZ LZ 0z ), John R. Collins Chief Building Official Town Hall 1540 Sullivan Avenue South Windsor, Connecticut 06074 RE: Summerville Health care Group, Inc, Summerville at South Windsor Dear Mr. Collins: We are the Structural Engineer of Record for the reference project. To the best of our knowledge, the structural work (footing, foundation, slab, and steel) has been built in substantial conformance with the plans, specifications and the BOCA National Building Code and the Connecticut Supplement to the BOCA National Building Code. In our professional opinion, the structure is capable of supporting the design loads. Sincerely, RATHGEBER/GOSS ASSOCIATES, P.C. C 0 It►►f����i//����i N��o . ••. rA"o 6% Craig E. Johnson, P.E. �r cc: Joe Camarada Architecture Inc. NAL • f ,•�v\ �l/►►11111111%11�� 97043 2 ��� CEJ/kas 3 A 15807 Crabbs Branch Way, Rockville, Maryland 20855 301/590-0071 Fax: 301/590-0073 E-mail: rga@rath-goss.com FIP Construction,Inc. 10 McKee Place Cheshire,CT 06410 Tel. 203/271-0356 Fax 203/272-5073 May 5, 1999 Mr.John Collins Chief Building Official Town of South Windsor Town Hall 1540 Sullivan Avenue South Windsor,CT 06074 Re: Summerville Assisted Care Living Facility South Windsor,Connecticut Summerville at South Windsor,L.L.C. FIP Job No.98-006 Dear Mr.Collins: We are the construction manager for the referenced project and have as of this date completed a substantial portion of the work. The work has been constructed in substantial conformance with the permitted plans and specifications as prepared by Architecture, Inc. of Reston,Virginia. Should you require any additional information or if we can be of further assistance, please contact us at your earliest convenience. Sincerely, xdovzlz4lul�ll Richard L'Heureux Project Manager RLH:kag cc: Beth DeLucenay,Summerville Healthcare Group,Inc. C 0 N S T R U C T 1 0 N STATE OF CONNECTICUT DEPARTMENT OF PUBLIC SAFETY me�v DIVISION OF FIRE,EMERGENCY AND BUILDING SERVICES November 27, 1998 Otis Elevator Co. 242 Pitkin Street East Hartford,CT 06108-3220 Re: Summerville Health Care Ellington Road & Clark South Windsor, CT Gentlemen: We are returning your drawing No. 418869 for One Passenger Elevator to be located at the above address. These drawings have been examined, found to be in compliance with requirements, and are hereby approved for construction. Please note that no deviations from the approved plans are allowed without prior approval from this office. Appointments for pre-inspections and acceptance inspections should be made at least 5 working days prior to the required date. Very truly yours, Nancy DiMitruck, levator Inspections Supervisor By: Donald Richey, State Elevator Inspector Enclosure. c. Building Official- South Windsor c. Owner- Zanker Group c. Architect-Architecture Inc. c. General Contractor- FIP Construction 1111 Country Club Road P.O.Box 2794 Middletown,CT 06457-9294 An Equal Opportunity Employer State of Connecticut - Department of Public Safety OSFM-Bureau of Elevators COMMON REASONS FOR NON-ACCEPTANCE OF NEW ELEVATOR INSTALLATIONS, MOTOR ROOM Improper door lock on motor room door. Improper motor room door, usually must be 1 1/2 Hr. B Label. (Fre rating of motor room and hoistway are under BOCA and set by the local Building Official) Improper dsconnect,must be interlocked both positions. (A circuit breaker may be used.) Circuit breaker or disconnect must be lockable and sealable. Use of motor room for non-elevator equipment, piping, wiring etc. Use of motor room as a thoroughfare. Presence of access panels in ceilings or walls. (A suspended ceing with non elevator equipment above would be considered an access panel) Improperly guarded or unguarded lighting. Telephone wiring must be in conduit within the motor room. HOISTWAY Voids or gaps in hoistway walls or door bucks. Improper top of car clearances. Hoistway must be vented in accordance with BOCA. Fire rating of hoistway must be in accordance with BOCA requirements. Concrete block hoistways must have solid block or 3 courses of brick above and below each rail bracket insert. The use of a friable spray-on fire rating material in the motor room or hoistway. (Must be sealed off from elevator equipment) PITS Water in pit - pit must be kept in a clean, dry condition. Pit outlets must have GFI protection. Pit lights must be guarded. Sumps or sump holes must have securely fastened covers. GENERAL When sprinklers are installed in hoistway or motor room, a means of automatically disconnecting main line power before or upon the application of water must be provided. Most common means has been by a shunt trip breaker actuated by heat detectors located adjacent to each sprinkler head, within 24 inches. Improper top or bottom run-by on hydraulic installations. Elevator cab must have means of voice communications to a 24 hour manned station or service. 03/27/1997 THIS LIST DOES NOT COVER ALL POSSIBLE PROBLEMS THAT MAY BE ENCOUNTERED, IT MERELY REFLECTS SOME OF THE COMMON ISSUES THAT WE HAVE EXPERIENCED. STATE OF CONNECTICUT DEPARTMENT OF PUBLIC SAFETY DIVISION OF FIRE,EMERGENCY AND BUILDING SERVICES November 27, 1998 Otis Elevator Co. 242 Pitkin Street East Hartford,CT 06108-3220 Re: Summerville Health Care Ellington Road & Clark South Windsor, CT Gentlemen: We are returning your drawing No. 418870 for One Passenger Elevator to be located at the above address. These drawings have been examined, found to be in compliance with requirements, and are hereby approved for construction. Please note that no deviations from the approved plans are allowed without prior approval from this office. Appointments for pre-inspections and acceptance inspections should be made at least 5 working days prior to the required date. Very truly yours, Nancy DiMitruck Elevator Inspections Supervisor By: Donald Richey, ate Elevator Inspector Enclosure. c. Building Official- South Windsor c. Owner- Zanker Group c. Architect-Architecture Inc. c. General Contractor- FIP Construction 1111 Country Club Road P.O.Box 2794 Middletown,CT 06457-9294 An Equal Opportunity Employer State of Connecticut - Department of Public Safety OSFM-Bureau of Elevators COMMON REASONS FOR NON-ACCEPTANCE OF NEW ELEVATOR INSTALLATIONS. MOTOR ROOM Improper door lock on motor room door. Improper motor room door, usually must be 1 1/2 Hr. B Label. (Re rating of motor room and hodway are under BOCA and set by the local Buiding Official) Improper ctisconnect,must be interlocked both positions. (A circuit breaker may be used.) Circuit breaker or disconnect must be lockable and sealable. Use of motor room for non-elevator equipment, piping, wiring etc. Use of motor room as a thoroughfare. Presence of access panels in ceilings or walls. (A suspended ceing with non elevator equipment above would be considered an access panel) Improperly guarded or unguarded lighting. Telephone wiring must be in conduit within the motor room. HOISTWAY Voids or gaps in hoistway walls or door bucks. Improper top of car clearances. Hoistway must be vented in accordance with BOCA. Fire rating of hoistway must be in accordance with BOCA requirements. Concrete block hoistways must have solid block or 3 courses of brick above and below each rail bracket insert. The use of a friable spray-on fire rating material in the motor room or hoistway. (Must be sealed off from elevator equipment) PITS Water in pit - pit must be kept in a clean, dry condition. Pit outlets must have GFI protection. Pit lights must be guarded. Sumps or sump holes must have securely fastened covers. GENERAL When sprinklers are installed in hoistway or motor room, a means of automatically disconnecting main line power before or upon the application of water must be provided. Most common means has been by a shunt trip breaker actuated by heat detectors located adjacent to each sprinkler head, within 24 inches. Improper top or bottom run-by on hydraulic installations. Elevator cab must have means of voice communications to a 24 hour manned station or service. 03/27/1997 THIS LIST DOES NOT COVER ALL POSSIBLE PROBLEMS THAT MAY BE ENCOUNTERED, IT MERELY REFLECTS SOME OF THE COMMON ISSUES THAT VIE HAVE EXPERIENCED. - - - - --- --- - ---- -- --- - --- APPLICATION FOR PERMANENT SIGN PERMIT Zonin App ov : 1715 Ell IN&PON 'ROAD 1.12 Est. Cost: $ .11 O Ref.2 AAZ(4- cl'Q`� s-h19 p No. 26116 Permit Fee: Final Inspections: Approved: / Building Electric # Zoning vr� ,�r,v�;11� G L Applicant Name T V % Address -7 f /1jAkh %fC4*"' C70667y Phone &66)%J Location of Si n"M !' �f CW4< 6 S4% Zone ^ Sign Size (square feet) :I- Sign Height # of signs on site: Free-standing Wail TYPE of SIGN: ❑ Wall or($Free-standing ® New or❑ Replacement Illuminated? ® Yes ❑ No Description of sign materials and lighting: Rnl" bk f e-- '-—U r C4< . n v� U +6��nrr ©ilk.' A9L _ ATTACH N T DIAGRAM OF 1 S g r SIGN INCLUDING DIMENSIONS have read, understand and agree to abide by the South Windsor Zoning Regulations, Signs. SIGNATURE Date $b Electric# APPLICATION FOR BUILDING PERMIT Plumbing# 1715 Ellington Rd Iq HVAC # 25806 Dot ' Sprinkler# N0' FIMA"ROVALS Estimated Cost $ 713,= Building 6 9 Jxe— COMPLETE RED BOXED AREAS Permit Fee $ 13� Eng;�ing TYPE OR PRNT ONLY Occupancy Fee $ Affidavit SIGN ON REVERSE SM Appr.for CO. :11Total Fee TO BLAMING DEPARTMEtff,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following specifications: Job Location � C tar Lot No. Side of Street Zone PP A licant Tel# � � rr Lic.# Address ?.� � .I' Q�(k 1'DY �' Zip I Clwner �Q.,n� C. D y►� n��I (� Architect Address Sq.Ft.New Area: 1st FI. 2nd Fl. 3rd FL Total New Area #Rooms #Lavatories #Bathrooms #Garages Purpose of this permit: COQ�_32- City Water ❑ Well ❑ Septic System ❑ Sewer ❑ Ins. H.O. S.P. Cert. Area Basement Garage Approved by cs - Date I cc Use Group Construction Type Revked 1197 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 r • DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT PERMIT# TOWN OF SOUTH WINDSOR Application is hereby: j BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg. Permit# eDa a Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$13.00 Street No. Street Lot No. Over$1,000= $13.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT1 io APPLICANT ADDRESSix V APPLICANT PHONE# �� , 1 h W N $F,q OWNER ?�l i / �� �1 /_ f/i �t�1� OWNER ADDRESS //7 /l/ J �C 1So ,0. is" OWNER PHONE / C ESTIMATED COST$ IS THIS A CONTRACT COST? Yes 0 No FEE ENCLOSED TYPE OF JOB: oB. 13 New Installation Alteration/Addition/Repair Rmsed 8/99 APPLICATION FOR SPRINKLER PERMIT (Continued from reverse side) TYPE OF BUILDING TYPE OF CONSTRUCTION USE GROUP NO. OF STORIES ❑ RESIDENTIAL IS THIS APPLICATION ASSOCIATED WI ❑BUSINESS BUILDING PERMIT APPLICATION? ❑ YES NO ❑ASSEMBLY Ll MERCANTILE CURRENT USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL FUTURE USE AND OCCUPANCY ❑ FACTORY ❑ STORAGE ENGINEER'S NAME PHONE ❑ GARAGE ❑MIXED USE ADDRESS (Other please specify) CITY STATE ZIP KIND OF INSTALLATION ❑DRY ❑ WET ❑ COMBINATION ❑ CHEMICAL SIZE OF MAIN DRAIN 2�- WATER PRESSURE AT STREET(PSI) ARE SPRINKLER HEADS ALTERED? ❑ YES )dNO IF YES,CHECK ALL THAT APPLY: ❑ADDED ❑DELETED ❑ ALTERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) ❑ PROFESSIONAL ENGINEER ❑ INSURANCE COMPANY WATER FLOW WATER PRESSURE AT SPRINKLER HEADS(PSI) ARE PUMPS REQUIRED? ❑YES I NO IF YES,CHECK ALL THAT APPLY: ❑ FIRE ❑BOOSTER ❑ OTHER ARE STANDPIPES PROVIDED? El 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 t-'L & o4a-4 N� a4ZLI-e-I'z Z�11— 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. ZI 3 A')--3 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE_C5` 0 C[2��� DONALD R. COMPANY,INC. M EC HAN ICAL CONTRACTORS August 4, 1999 Town of South Windsor Building Department Sullivan Ave. South Windsor, CT 06074 Re: MT Ford Industries LLC To whom it may concern, I give permission to my employee Steven Papadogiannis to apply for the heating and fire sprinkler permits for the above project. I have made copy of my licenses for your information. Please contact my office should you have any questions. yo Donald R. Tamiso 205 Nutmeg Road South Unit D South Windsor,CT 06074 Tel.(860)289-5670 • Fax(860)289-5762 Connwow Comawors Lkenee No,%P-1.203063.S.1-302915. F-1-F11213 This is to certify that under the povlsior>s of the General Statutes the following person or Arm,#Neensed or regist red. FIRE UNLTD CONTRACTOR TYPE:F1 DONALD R TAMISO 74 TIMBER TRAIL S WINDSOR CT 06074 LIC./REG.NO. EFFECTIVE EXPIRES 00011213 r 1/ 10/31/99 u SIGNED: 1 '2-•U This is to certify that under the• ns of the General Statutes the following person or jrted or registered. a,,4 HEATING,PIPING&COOL4IG UNUM CONTRACTOR-Si DONALD R TAMISO _. > 74 TIMBER TRAIL SO WINDSOR CT 06074 LIC./REG.NO. EFFECTIVE EXPIRES 0030 / 1/98 8/31/99 SIGNEDSri This is to certify that under tho provisigns of the General Statutes the following person or lrm,,4 licensed or registered. PLUMBING UNLTD CONTRACTOR-P 1 DONALD R TAMISO 74 TIMBER TRAIL S WINDSOR CT 06074 LIC./REG.NO. EFFECTIVE EXPIRES 00203083 j .1 1/98h 10/31/99 SIGNED: r/V / 1, �G /�