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HomeMy WebLinkAbout145 Commerce Way (2) 3 4 TO THE 8UILDING INSPECTOR of dw APPLICATION FOR OF COS PLAN EXAMINATION AND BUILDING PERMIT 2 IMPORTANT — Applicant to complete all items in sections: 1, 11,in, IV, and I c Lots 1Way*_ ° 1 $ pvflrl7 ZONING I• AT (LOCATION) r 7—#21 Commerce / 5 DISTRICT_ LOCATION ("O') (STREET) OF BETWEEN, Sullivan Avenue AND Rye Street BUILDING (CROSS STREET) (CROSS STREET) L SUBDIVISION John Fitch Industrial Centre 19,20,9201 K siE got 716 s II. TYPE AND COST OF BUILDING - All applicants complete Parts A - D A. TYPE OF IMPROVEMENT D. PROPOSED USE — For"Wrecking" most recent use R 1 K3 New building Residential Nonresidential 2 ❑ Addition(it residential, enter number 12❑ One family 18 ❑ Amusement, recreational I o/ new housing units added, if any, 13 ❑ Two or more family — Enter 19 ❑ Church, other religious it: Part D, 13) number o/ units— — — — —► 201M Industrial 3 ❑ Alterati n (See 2 above) 14 ❑ Transient hotel, motel, 21 ❑ Parking garage 4 ❑ Repair, replacement or dormitory — Enter number 5 ❑ Wrecking (l/multifamily residential. Of units ——————— — •i 22 Service station, r pair goraq enter number of units in building in 15 ❑ Garage 23 Hospital, institute nal Part D, 13) 16❑ Carport 24❑ Office, bank, prof ssional 6 ❑ M ving (r location) 25 ❑ Public utility 17❑ Other — Speci/y 7 ❑ Foundati n only 26 ❑ School, library, oth r educati nal B. OWNERSHIP 27❑ Stores, merconti I 8 10 Private (individual, corporation, 28 ❑ Tanks, towers n npr fit insti+ution, etc.) 29❑ Other — Speci/y 9 ❑ Public (F deral, State, or local g vernment) C. COST (Omit cents) Nonresidential — Describe in detail proposed use of buildings, e.g., fo d processing plant, machine shop, laundry building at hospital, elementary 10. Cost of improvement................ s648,000 school, secondary school, college, parochial school, parking garag for department store, rental office building, office building at industrial plant, i To be installed but not included If use of existing building is being changed, enter proposed use. in the above cost a. Electrical...................•.. Wholesale paper stora-ae and distribution b. Plumbing .................... facility nditioning......... c.Heating, air co d. Other( levetor, etc.)............. 11. TOTAL COST OF IMPROVEMENT Fs 6489000 III. SELECTED CHARACTERISTICS OF BUILDING - For new buildings and additions, complete Parts E - L; for wrecking, complete only Part J, for all others skip to IV. E. PRINCIPAL TYPE OF FRAME G. TYPE OF SEWAGE DISPOSAL J. DIMENSIONS 2 48• Number of stories................ 30❑Mae my (wall bearing) 40® Public or private company 31 ❑ W d frame 41 ❑ Private (septic tank, etc.) �• Total square feet of Floor area, all floors, based on exterior 32 Structural steel dimensions ..................... 36,000 33 Reinf rced concrete H. TYPE OF WATER SUPPLY 34❑ Oth r — Specify 42® Public or private company Total land area, sq. ft. ........... ? 000 43 ❑ Private(well, cistern) K. NUMBER OF OFF-STREET PARKING SPACES 0 F. PRINCIPAL TYPE OF HEATING FUELI. TYPE OF MECHANICAL 51. Enclosed ...................... 35U Gas Will ther be c ntral air 52. Outdo-rs....................... 2.1 36❑ Oil c nditioning? L. RESIDENTIAL BUILDINGS ONLY 37❑ Electricity 44® Yes 45❑ N 53. Numb r of bedr me............. n a 36❑ C el 39❑ Other— Specify Will there b an elevator? 54. Number f Full.......... 46❑ Y s 47[n N bathrooms Partial....... IV. IDENTIFICATION — To b compi t d by all applicants Name Mailing oddr ss — Number, street, city. and State ZIP cod T I. N 'Owner — JFI Associates Itic P.O. Box 1061 South Windsor CT 0607289-2662 Lessee 2. JFI Associates P.O. Box 1061 0607 Contractor Inc . 3. JFI Associates , 0607 Architect or — Engineer The owner of this building and the undersigned agree to conform to all applicable laws of this jurisdiction. Signatur of applic t , Address( Application date� JFI Associates, Inc . 1 88 75 Commerce Way, South Windsor CT ® O NOT WRITE BELOW THIS LINE V. PLAN REVIEW RECORD — For office use Plans R view Required Check Plan Review Date Plans By Date Plans By Notes q Fee StartedApproved BUILDING $ PLUMBING $ MECHANICAL $ ELECTRICAL $ OTHER $ VI. ADDITIONAL PERMITS REQUIRED OR OTHER JURISDICTION APPROVALS Permit or Approval Check ObDtai ed Number By Permit or Approval Check ObDaied Number By BOILER PLUMBING CURB OR SIDEWALK CUT ROOFING ELEVATOR SEWER ELECTRICAL SIGN OR BILLBOARD FURNACE STREET GRADES GRADING USE OF PUBLIC AREAS OIL BURNER WRECKING OTHER OTHER VI1. VALIDATION Building � Li I Permit number (�/7a / " Building Permit issued --i �-- Building Q.0 zo Permit Fee Srr Ap ovdb r ` A T1 T(Y�— TOWN OF SOUTH WIMSOR BUILDING PERMIT Date- 2/2— 1988 Fee Paid $. . .3.8 8 8 .0 0 Eat. Value $.6 4.8,000 Permit N2 16489 on the aide of LvT if Id&D Lots 19 -20 -21Commerne yJallneet Street No. Owner JPT Aggnri ni-eS ApplicantRaymnnd A 1 pxander CERTIFICATE OF OCCUPANCY ISSUED: Date No. 8427 Fee Paid ,$ 3 n 0- CLASSIFICATION New Industrial Building r BUILDING PERMIT No 16489 OFFICE OF THE BUILDING INSPECTOR of the Town of South Windsor, Conn. South Windsor, Conn. 2/2/ 1988 That M3Mond Alexander/JFI Associat s is hereby granted permission to Bil a an i ndustr i a1—buf ld 1 n� _ at estimated value of $ on the side of .nts 19—2 Q—7 Ceymerea Way Street on land owned by -game as above Said _L to be as described in Application No. and to conform to specifications and plans filed with said Application, and Building By- Laws of THE TOWN OF SOUTH WINDSOR. I��d 2/2 1988 Building Inspector. Streets and sidewalks, obstructed by excavations or building materials, must be guarded by barriers during the day and by both barriers and colored lights by night. SECTION 1343, GENERAL STATUTES OF CONNECTICUT: "When any pawn shall P6Ce or keep building materials, or any obstacle in any highway (or any sidewalk) either with or without a license therefor from the city or borough in which such highway may be situated, he shall pay said city, t wn r borough all casts and damages which it shall sustain, or be compelled to reason therefor." I ���'1MERC6r Wxy JA/ A SSO�C/A 5 Permit # Electrician 9PWL D. LODoLR (rb) # Heating Contr.ARE T�cH/1& ems'- # 7137 Plumbi I'dFIR1.'f'orr ZE V �l'�1e # d yJr� S!�!wx SYSTb`m-M oRA ' '�+4E/oo�, Oil Burner i # Certificate of Occupancy # J41.2 7 Sewer Permit b1)419 ?EL.* G►y i1-Z33 Alf Y-1 i oII&rp rit ftL. _ INSPECTION REP PR au��ai6, Per # Job 7^�1-1�vfl mit 1 Footing A A 2 Foundation sso 3 Framing /v 7v j Wiring � L /�l7 5 Plumbing IYI��YEiF' 6 Heating 7 - 7 Lathing 5 11� G,4s T.57 Fri 8 C.O. 8r Permit No. f TOWN OF SOUTH WINDSOR SOUTH WINDSOR, CONN. Permit ® 8, ? ! Certificate of Occupancy II IS TO CERTI lY that the .`-1 at N61A + ky ��= in the Town of South Windsor,° onnecticut, has been erected and completed in accordant ith the Building Code and Zoning Regulations of the Town of South Windsor, and is hereby approved for occupancy. Building Inspector r Owner,'Builder Fee Paid,,, Date t.-a i % 19 CERTIFICATE OF OCCUPANCY CHECK LIST Applicant JFI Associates Certificate of Occupancy Address 145 CommerceWay Bldg. Permit No. Lot No. 9, 20, 21 Date Submitted 6-10-88 Project Reviewed By Date As required in the Zoning 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 inlcude: Approved Denied N/A -/ 1. Approved building permit plan. 2 . Finish grading per approved building permit plan. 3 . Site work; i.e. trees, shrubs, dumpsters required parking 4 . Utility location a. sanitary sewer b. foundation drain c. electrical & telephone d. water e. other 5 . Appropriate certification 6. Bonding Sewer Permit No. Pavement Excay . No. COMMENTS: / 7z ELECTRICAL APPLICATION Application No. / ) � 21 on the side of ®m ry? L c /l / Sttret Street No. 7 s Owner �-) F ��_ AS - Electrician3624L ,?. L IA FILED IN OFFICE OF The Building Ingxvtor 3),9 �y 1NSPWrION. cw No Electrical Work shall be started until a Per- mit is granted by the Building Inspector. In New Buildings no wiring shall be started until the plumbing and heating pipes. and the Are stops tit of wood/ are installed, without a special permit from the office of the Building Inspector. Electrical Permit No. . Master License No. .?e4. ._..J o l...: �. TOWN OF SOUTH WINDSOR Building Permit No. 5��........���...... BUILDING DEPARTMENT Date Filed ............................._...._....................................... Date Final Approval ..........................................._..... APPLICATION FOR ELECTRICAL WORK Electrical Inspector JOB LOCATION: ....... 1- - ...Commerce....ny.................._......__._........_.». JOB OWNER: ........J.•••F.tl........Ah5 Q.ai�.Les....».»._...... ..._._ ..._ . .. Side of ....... ................... ... .... ....... Between ............................................................................ and .....»......................._.... .. ....... ............ .... . J.F.I. Associates P.O.Box 654 Name of BuildingOwner .... . ... . . Address ............................................................................ ». ....._..._...�_....._. If work is for Lessee—Give name .. ....................... .................... ........ Address ...................................._......................................._........... __ Building now occupied as (unless new) ......... ............. . ........................ .......... No. of family units now ................................... Pa r Warehouse -Building to be occupied as ...............Ae....-..�.. ...-..---.... -.-........................... ........ Numb pf family units to be ...... ................._...... Is this work included in a Building Permit? ... No.. . e ... Permit Fe .............542................................................_........................_................. .^..». (If no Building Permit) ' Permittee :.... �--� Business Address .., �... Telephone ....».._............... COST OF INSTALLATION: '. ... .. 1.1 l.i .,,, .1.......... b».._....»......._ ............................. Sfti..• C' ..—. TO BE FILLED OUT BY PERMITTEE TO BE WIRED EXISTING APPLIANCES Number of light outlets to be installed ...--_15.0........... Number of convenience outlets to be installed..........6Q- .... ... Number of present Appliance Circuits ..........................................._..._. Number of switches to be installed — ..••••• Do these include Range ❑ Water Heater ❑ Number of appliances to be installed . . . ...._..................».._ (as listed below) Dryer ❑ Air Conditioner ❑ Oil Burner ❑ r TYPE RATING NO. Dish Washer ❑ Gas Burner ❑ Range . . . • • • • • Well Pump ❑ Elec. Heaters ❑ Range Top . . . . . . Oven . . . . . . . . REMARKS: Water Heater Clothes Washer . . . . $54,690.00 Clothes Dryer . . . . . Dish Washer . . . . . . Air Conditioning Motor . Oil Burner Motor . . . . Gas Burner . . . . . . Circulator Motor . . . . Attic or Large Fan , , , Well Pump . . . . . . Electric Heat . . . . . Other . . . . . . . . Number of new Lighting Circuits _»......._._..... Number of new Appliance Circuits »».»_...._..._... Number of Heating Circuits . . ».._...........»». Number of Motor Circuits . . . . _ Size of present service .....»........................... ..�.._ _ Sue of service to be ......»............_......_........... _/ Office Use Only Dates 6 -31 -80 No. /OO Est. Cost: ¢��4, 00 0 Bldg, Permit: Fee: �,,,,( Iq TOWN OF SOUTH WINDSOR BLDG. P99m-,rjt /Gy89 SPRINKLER SYSTEM APPLICATION f T� Location of Bldg.: $go- CO M M EeG.,E S5ao7H )V 1A1PSO,C Street Address Owner: RA Y A1_r-- X AN DE Name _ APPL1CA,rJT5- Street Address City Sprinkler Contractor: MP-PP-EN ME-f-HAN16AL CON-; ,R01 $OJT 1101-3 NF-Vr!(/,j TW Name Street Address City Type of Building: Business Commercial Industrial_ Others_ Classification of Wet Pre Action System: Dry Deluge Occupancy Classification: Light Hazard Ordinary Hazard Extra Hazard Size of Pipe Main: Size of Hose Connection: N;imher of Temp. of Temp. Temp. C 1 r Heads Rating of Class C°= 92- (-��'-t' Ord. Uncol. 34-(v Interned. White 92, 0 $ High Blue' Ex.Hi. Red V.Ex.Hi. Green Ultra Hi Orange O.K. /0000?, DATE -- Insurance Approval Stand Pipe Yes No /� AT ) . S. D , Main Size Riser Size Nose Size Remarks and Further Details: ALL WORK COVERED BY THIS APPLICATION HAS BEEN AUTHORIZED BY THE OWNER OF THIS PROPERTY AND WILL BE DONE IN STRICT ACCORDANCE WITH THE BUILDING CODE. 31 88 License No. Signature of Applicant Date FEE SCHEDULE $ 1.00-$ 200.00 $ 3.00 $201.00-$ 600.00 $ 4.00 $601.00-$1000.00 $ 6.00 or fraction thereof 2 3.4100D 204 � --7-) PLUMBING APPLICATION on the ...... of ti !..i1.-?�_- �)m ff/ kfb y Spec Sweet No. ...... Owner ..... Plumber C.1€L. 7—o- Filed in Office of The &dItfing • ENW ....................... ............................... .................................. No person shall comava, add to or aloes my portion of the drainage sysum of my bwldkg (except to repair leaks) una a Permit in ymmud by the Building Lupeaw. APPLICATION FOR PLUMBING PERMIT (Continued from Reverse Side) TOWN OF SOUTH WINDSOR, CONN. 11. LOCATION OF JOB NO. STREET FLOOR APT.NO. GENERAL PLUMBING ./ 1, 12. KIND OF INSTALLATION Jl t I&, r/. � 13. SIZE OF MAIN DRAIN T 14. NO. OF TOILETS STYLE 2:29,12A /L,y f 15. NO. OF URINALS_ STYLE 16. NO.OF BATHTUBS 17.NO.OF LAVATORIES_ 18. NO.OF SINKS Cl 19. NO. OF WASHTUBS 20. NO.OF CONDUCTORS SIZE 21. NO. OF STACKS SIZE -? /< 22. AREA OF ROOF r" 23.N0. OF CATCH BASINS 24. NO. OF FLOOR DRAINS 25. NO. OF OTHER FIXTURES KIND 26. ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW? 27. SIZE OF WINDOW 28. IF NO WINDOW,WHAT KIND OF VENTILATION IS THERE? jt f&J/- 29. SIZE OF DUCTS 1 30. ARE SEWAGE AND WATER FACILITIES AVAILABLE? SIGNATURE ADDRESS Jooz U r LICENSE NO. dJ3 g� y2 ESTIMATED COST TELEPHONE ✓ � < ADDRESS � ( WATER HEATER 31. TYPE /�L� G 32. MANUFACTURER TANK SAFETY DEVICES 33. CAPACITY -Lo [!4/l• n J 37. TEMPERATURE RELIEF VALVE l0 34. TEST PRESSURE_ A( J 38. MANUFACTURER 35. WORKING PRESSURE to,0 d 1 39. PRESSURE RELIEF VALVE 4C—d IS Z 36. TYPE �1✓j Ale (' 40. MANUFACTURER 6t��// S ALL WORK COVERED BY THIS APPLICATION HAS BEEN AUTHORIZED BY THE OWNER OF THIS PROPERTY AND WILL BE DONE IN STRICT ACCORDANCE WITH THE BUILDING COD . 2-� C0962 DATE SIGNATU OF APP)o&ANT room Application For 5 DEPARTMENT DECISION �� l� pwmit I , a A�l�rq ElNSA�/w011p 'MOWN OF SOUTH WINDSOR M1t illlw rKICA1MN ttt;T M /Mrp M fr/t� M� �� � �M L h�o I 4F feces• � a Qe,v w•l 1 tK ow I ABM • M• o S�cJ L d ►`� /4P c Zc)E OMIMq _�J i S G C/f� S Rt c ��- � �, ��/��i2 P /ec� i2��C�r�i��L ma's• TAG t 4L Ago", WS l2 4224.5 T /714!EI2, Cc..)e s. t 8 •-• ��., �tMM A co�nw��ooa� �trd � •a. wR �aMs -= r n �Al n AITt�ATNM APPLICATION FOR KEATING PERMIT tom• fm i• Remn S&) R - s _ Tok a MIBTALLATIO� 0 oa NI�ILR C3 MACT MC L �rolnutloi� ' E3" Lat Cx MMi �aa1ER 0 i� wal�auroR i is. ANK VRFXL ravw t4. LT.U. [AVfP. AT REY r.M. FURNACE MAR[AND NO.0 K tel L"K- AT BONNET Riwin RAT[ BOILER OR FVRNAC[ MAKE AIUD NO.�A'i'C✓�/`�� R.T.U.OR SO. FT. NET 1�U« LT.U. OR !p. RT. S __ � FIRINi RAT[ FLOORS TO BE HEATED / NEW OR OLD BUILDING X-42r INSULATED — YU OR NO Tym OF MALL�eT '� IN VLATION �r ROOF OR CEILING r INSULATIO AV& SYSTEM WATER TEMP. LT.UJSO. FTJHL [MISSION TEMPERATURE DIFFCIIENC[ 'FAHRENHEIT MM OF RADIATHM BASEBOARD. COPPER CONVECTORS.OR W. RADIATION. OUTPUT M SECTION OR LINEAL OF RADIATION. SO. It OR LT4 OIF /� * pM It//V ST/� L �//U/ 1 y/L�/t�P I /1?/ GU{'Yri P f'i, (JCS 1P e0M u) I �L-Z mil,T614 2-E�l (Vl�ml-ele-s G/v 0//7 HL MW LM SOMM 1LL (TO Bit INCLUDED FOR ALL Jouh t •��Olis &ANA - SOWN palm CMS L T.1� s.T.rr 'Nlsl111�Y't'10N N WA AAD _ Assam ` t M A� ALAr ow s�� /« OL/?. AT WV His s IM/RTJ vow ve ► *vas am ilk • ¢ is. Vqq- irs AIMA I TOTAU A. NEAT LOSS FROM BUILDING LT.UJHL L DOMESTIC NOT WATER DEMAND LT.UJHL C. PINING.OTHER THAN NORMAL LT.UJHL ALLOWANCE FOR NEAT VALVE OF FUEL MA D n. FACTOR t�. [L[CTRICAL WORK By. tvi G S G e C�/'� L A/�lwc g e S mum w as NTRACTORi AND t�. R TRAD ALL WORK COVERM BY THM AMKICATION HAS BEEN AUTHORIZED BY THE IOWNW OR(AG&M Of THIS Mt WERTY AND WILL EE DOME IN STRICT ACCORDANCE WITH THE BUILDING COOS. OPLICATION TO BE COMPLETELY FILLED IlL ��/� J F I Associates, Inc. P.O. Box 1061 South Windsor, CT 06074 (203) 289-7662 June 3 , 1988 Mr . John R. Collins Building Official Town Of South Windsor 1544 Sullivan Avenue South Windsor , CT 06074 RE: 145 Commerce Way John Fitch Business Centre Dear Mr . Collins: This letter is to confirm that the building permit fee paid to the town for the referenced project was to cover the entire building project . The fee was calculated by the previous Building Official and was a gross figure for all work including mechanical, electrical and H.V.A.C. We hope this will clarify any of the permit fee problems that your department may have incurred. Very truly yours , Raymo d Alexander RJA/iba _ _ �6L7 • _,cj•^r.• — -_�'• �s-T;..`f�\� '-a.w.-� '. � �t•��:•"`.'r'' ,-. •!:�. �r'.a r�at•:.-�.;=L.';�? • �, '— � � •- - •'her b • - �,�d r ., .- .., •S .•� � - �• - _ ., PERMIT 16489 2/2/88 JFI ASSOCIATES/Raymond Alexander -- P. O. Box 1061 South Windsor, Ct. Tel. # 289 -7662 Lota 19 -20 -21 Commerce Way Site Plan and Building Plans on File in Map Holder in the corner of Building Inspectors' Cubicle. i Summit m il-d-ings UUR Iral Cc�ic ors Me w UILDIA/b 1 Lei k! X 200' x 25 EA V E. f� :• �, _� �: ::gin. ... ._:. •� . YMY_rrr�]I►J� . T9 �l.'.,+- ..'pat.'s•� - .. ,.c,�v ��, _ •`'+�','- _ 9.;� r -.�'". -M';SE,a. •�-f-'�•' •.e.>. f„ 1''.,','i' ._ F I A SSOC+�r IU . moo• I c, BOX, 56 . W j.,O 19775 some Drive Waukedn Wleoanda 53166 SUMMt Phone 414-782-3660 Build'sW po.Boot 307 Chslopa.xwum 67M Phone 316-236-7224 2141 2nd Avenue Sw ev: /L16 Alabama moss • Phone 205-739-6627 f�� 3 .Joe•: ��- DATE: 7 r a _L o�lOL� / a r 2 5 Rooms s�OI�E _ �/2 � 12 _ . D .BEA�y 2, D P�RLiiV _ 1 . 0 or�A:r&R*94 5. 0 - -.—. ._• -_1, o S � ' kwll�l -�� a,-Vw�•vs_ yiy` _ _=,,`, _ _ - _ - �; :Tom; - _ --PS-7. � JOOO�AOO'46' ZOW4> eoPS'F 1 b pert .,a...., � rr' �-f,fix`>'r� �-rr�r-���^'�i aat-r�c"'.. .�'.+y:+.++#�Y�x` :a.�if'S+:f•'Y-'tii.:{:*�i��:�it-_ ,��f�4,�-��-+err,.- -, .'*�' .1�' 'T EiVp wj�L L. Ri4 f TER 13.o4 0• k �- T 7:4 25I PA _ --- _ - — 1 !ems-}; •� -r _f�Z�`{ - -- -� - - - - - NOTAW �.� -1 r -t 'g' {�',-s`.' ,'M�.•_ .�. �;._ .�� �3 ''� rw _ 7-r .'�,- - _ _ `) '�t ;.f_� rt, r_ _ t 1_aY�• f - Al Q)j 13 r.,NIT riTqytl- 1 � ' I ABOVE IIJ $ �l •1 t--T---- -,- 1 i x x i - --` L' ' rz - OF -" _G� N Ill D. 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(KIPS) (KIPS) (K-FT) (K-FT) (PSF) (FT.) 0.0 SUPP. 1.86 0.00 11.65 245.93 V INT. 11.46 8.69 11.65 53.65 B 9C.105 (9H2) LAP 17.83/ 22.670 -9.14 11.65 51.00 B 1.25 23.9 SUPP. 5.53 -12.63 14.52 45.98 B LAP 17.83/ 26.295 -6.99 7.71 44.11 B 2.37 INTO 4.15 4.42 7.71 69.76 B 9C.075 (9F1) LAP 12.84/ 47.670 -7.01 7.71 43.99 B 1.25 25.0 SUPP. 4.86 -9.84 11.57 47.01 B LAP 12.84/ 50.170 -6.91 7.71 44.38 VB 1.25 INTO 4.15 5.39 7,71 57,21 B 9C.075 (9F1) LAP 12.84/ 72.670 -7.63 7.71 40.44 B 1.25 25.0 SUPP. 5.03 -10.63 13.08 49.20 B - --m LAP 15.35/ 75.170 -7.67 9.73 50.73 B 1►25 INT. 7.19 4.94 9.73 78.83 B 9C.090 (961) LAP 15.35/ 97.670 -7.17 9.73 50.11 B 1.25 - r. 25.0 SUPP. 4.99 -10.74 11.62 43.26 B LAP 15.35/102,420 -3.26 5.76 44.27 VB INT. 2.22 4.74 5.76 48.58 B OG461 USE 075 (9D1) LAP 10.48/120:420 -3.46 5.76 42.95 VP --&-w-2.37 25.0 SUPP. 5.06 -11.02 11.62 42.15 B - v LAP 15.35/125.170 -7.99 9.13 48.71 F 1.25 MDAtfz� Pawn ` 3� SONTN khAjosve, CST CONTINUOUS PURLIN DESI6N <VERSION 4.11` SHEAR ACTUAL ALLOW. ALLOW. PURLIN BAY IX/i+IST REACTION CAPACITY MOMENT MOMENT LOAD SIZE LAP (FT.) QN4/FT.) (KIPS) (KIPS) (K-FT) (K-FT) (PSF) (FT.) INT. 7.19 5.26 9.73 73.98 B 9C.090 (963) LAP 15.35/147.670 -6.82 9.73 57.11 B 1.25 25.0 SUPP. 4.82 -9.72 13.08 53.84 B 7 LAP 15.35/150.170 -6.92 7.71 44.60 B 1.25 INT. 4.15 4.29 7.71 71.81 B 9C.075 (9F1) LAP 12.84/171.545 -7.34 7.71 42.01 B 2.37 25.0 SUPP. 5.62 -13.03 14.52 44.58 B - LAP 17.83/175.170 -9.45 11.65 49.31 B 1.25 INT. 11.46 9.29 11.65 50.15 B 9C.105 24.6 SUPP. 1.93 0.00 11.65 237.77 V (9H2) 0.0 17.83/198.50 WEIGHT OFF(1) PURLIN RUN = 943.3 LBS. L' t . a t ONMLING Amms Um GRAVITY LOADS t B = BENDING, ;'.: V = SHEAR 0 = WEB CRIPPLING VB = COMBINED-O EAR i BENDING EAVE PURLINS FOR 23.9 BAYS - USE 9C.075 LIVE LOAD DEFLECTION = 1.97 INCHES FOR 25.0 BAYS - USE 9C.015 LIVE LOAD DEFLECTION = 2.35 INCHES ti FM-24.6 BAYS - USE 9C.075 LIVE LOAD DEFLECTION-4i"2.20 INCHES CAUTION: PUNCH PATTERN #6 IS NEEDED FOR PURLINS IN BAYS 41 5, 6, THE WEIGHT OF ONE RUN OF PURLINS. CHANGING PATTERN 6 M ONA-CUE PARE lo�3v TR w1MDWR (iT 11 __t S T A L t- Q T'S E T-_ C`1 1 wr TKO - I 4�-� T-719-1, 4 -7 V%z '' I+BovjE y' Gt/t N5cor. ERYE HT WIND LOADS 2 SUCTION PRESSURE "— W= 24 PSF 24 PSF ------------------------------------ ---------------------- LOCATION SPANS --) 25 0 0 0 ------------ ------------ -------------------_ -- INSET 1 0 0 Yll OUTSET 0 0 0 0 ------—--------------- ------------- ---------------------- AT (ft.) I SUCTION 11.23 !0.00 0.00 0.00 7.375 ; j PRESSURE 11.23 {0.00 0.0{1 0.00 TRIR. AREA ; ! 6.5 1 90C X 2.5 12 0 0 0 kso.ft.) • 0 0 0 ----------------------- ------------------------------------ AT (Q.) SUCTION 11.77 i0.00 0.00 ,��.00 ' 4 PRESSURE 11.77 __40.00 0.00 O z OO TRIG. AREA 6.8125 98C x 2. 12— -43— 0 0 0 ' --4---- 0 0 0 ----------------------------------- ---------------------- l ti BA vs w PANE-L ONty *404vE �Jljvoo r.•�s , (,IS a (#(,4 rsF,-r) q" G l z- ��u�E G l9=3Vz AFF� ---�-- - A� _ _ �9"G ly 6446E P /moo Sl,,OiJTf4 WiN D60Q, GT L, 6- .fjq_PwA LL- i Loc.,A T i 0j15 ++ow FOP. SP A M e, W i-r t4 �>T-ucco NA&L- J-0 r 15 L � Bove / �/I/ lwsc oT. - EAVE HT WIND LOADS lPAA6--­ q 24.33 SUCTION PRESSURE l(/i a= 24 PSF 24 PSF 2 H Q, iDbE AA-IL V 4gwr W LG"ATION-i 1--SPANS -----20 --------0 --------0-----• -�,r. OV T4S?til-,)---�_C._l_ iz ------------ ---------- -------------------• - IKSET I 1 1 0 4 -- -l- A F F Ap G OUT!SET 1 0 , a 0 ---- -�- --i- F nT Ht.., ft.;--`--SUCTIOk s.99 ��,Qa ----Q.00 ---- � _ 1eT _ �� 2 �4� �, 5 PRESSURE ' 3.99 0.00 0.00 TRIk, AREA ; � - - --. P�4�Vs �tI/T P Nf 3.6w'75 9oC X 2.5 I( -- — o a ��—��--- --- --------- -- --H - -- - 16 0 0 0��--- �.6OVE �'l SSG AIRy ---,-- --- . 9 6.110 0.00 '--- ----- ----- ----- AT (it. SUCTION 5 U5 E DUTS�T Ci 2 = .37 ' - PRESSURE :.69 0.00 0.00 t « TnIB A R E A 5f..j 9-C X 2.1 : 13 -W 0 0 *C X-2 -- 0 0 �L/4'�f r AL a l�Ol V/L Al5 ------------------------t----------------------------- AT -ft.) t SUCTION 1.38 0.00 0.00 r 6112r PRESSURE 1 38 ? 0.00 0.00 TRIP. AREA ;-- — --- GOGA T/ONS, 6.8125 9% X 2.5 12—tr 0 0 ----—--- ----� ----�' -�(—�:5- ---� 0 0 AT (it.) SUCTION S.59 0.00 0.00 PRESSURE 5.59 0.00 0.00 TRIS. AREA 5.165 1 90C X 2.5 !1 3—tf— 0 0 ------ 0 0 1�oN F A per.—. Soy rrH W lAipsoR, CT c-A T 0 , s�fO LAN @ L iti E 9. _AOVE� y1-- �Ii_v560T,_ EAVE HT WIND LOANS 21,33 E SUCTION PRESSURE V= 24 PSF 24 PSF q LOCATION 1: SPANS - - 20 0 0 --------------------- ------------------ INSET 1 0 0 :; OUTSET 0 0 0 ------------------------ ----------- ------------------ AT ift.) ; SUCTION ?.58 0.00 0.00 ,5 , •Ji 1 PRESSURE 7.58 _- 10.00 0.00 TRIB. AREA 7 ; 7'C X �.5 13 0 0 "''LIP-� 1.5 0 0 ----------------------- ------------------------------ AT (ft.) SUCTION 9:18 i0.00 0.00- 14 � PRESSURE 9.18 i0.00 0.00 TRIM. AREA �...------------ --- - - - -t 9.4775 98C X 2.5 13 0 0 (3q.ft.) �------ 78r v 2.5 i 0 0 0 HOWWop, z. 9 �o �L47H WimpsoAl c7- OvFKhEAL jjCF. hZA HE- OUT i ' Zy fAVr 2 5' BAY u ,VELh -3�3) (5- 3 f5 7,/ 7 P � P f P= ►o-z)C I , 12 b tArt N1= ly, 9 k 4 Ut--.-fCam) 9" c I C�,�ub,� CNAN�vE�3 F� /iE�D lq l �F F. MDI JRDE PAPER 1 d3 O , G eZZANIAJE FRAI�1�Jh 91 H pLE SPAM LINE .7o'7.Jky . . _-��'_ ,!����_�Io'_ : 2,1,E-� - -- - -�- - • -_ _ - - - - �- �- . ---:- • . --r _, _ . - ; - ........ UO a r-•— 1 i 2 j�� � r � � ) 1 � � ��.a awl y1.`� ry.. -�.. .• - _' `� _ •Ii�•G.'I ~+�# '.t�);;,-•+fY - •y,�e• _?:?. - �' •-�•__ ._N. t•tY 'f JAI Tom 4 � 1WON -- H 2— SPAN 60 � LI wE 5 O 2- WL)= 2.09 kl N1 G 125)}C z.,deiX 2o')Z= �o�. 5 k A 42:�L]3"' Irv _ _ � T_�/c.l�lo� � ,¢1.��_ ♦ T � �T ,fit/ fi - �•—�1 i � � _ _�� I�� _ AI'r f 1-- r J � • '�-"' TC.f '�f• •)t !• -�t 49 • j 1 i 1 1 3 T 1 •• ..._. - fI—_ _ fw•r+P.—ems. _ -.r- ^Y_ , � � � k _I --1----t----tom-•-r•--+-- t } --T•— �r---.----.._'_r-=-••►--^ �- ,- .� { d , •r - Y Y+ d �4 - Z'•i..-� - :1'�� IJ7 _� k py ILL Ali rfr � USE Fn lif of Do us LE u9 me- x 1 3 0 ��o� w� r 5 1y 5 Cq� b025 . PC-A-V"n cqt tj �LT, R SI NI PGA � LINFS �`� �, Grs� (3) 314 A 3 24 Slurs L�,vE 5 _. FAs N4, T22y")(41,ems)= 3G.,qk > 31. 3 K = C.3-75Xy�/75 �4X2o) f vary- - 3- �2 _91AIQWALL _ 2�Mwb � � J � s . 37.� �N- ' • —`T--- t ---^----�- — 1 —1- . , 1 4 • ` .� ! f ' _.{..._ i._ i.:...r j. _-a .� ..-L T_ ::rrz'•x.�_.-ins U _too- ill? T_,t _ k: Via,, d=- i a`;� `.€`�`•;r;!;{= 'h S ,� �..-• _ - �•ice„ b �l.�i, t2%:•' __ -�� } ._..,_�--.�__ •� * � t :! �'.Sj.v-i. �..��/_��/. _ .� 4".4."-4 rAuum - ' v? ji-Z /Z v W 55� �2. 3"l , FLh 5x .2Zq 1�IEaf 9�/� x . J2 = 5S ti S► c)' Sx= 12.37 w ; =I#A 571NVA y U".7 fDUiLE - GoNNELr1o�/s_w/C2)�c .. 'S �, (Z� 3/y �� '4325 MOM ROE A N la E gR�I N1 l� �jNpW t�l. ENDbiAIL DESIGN/ANALYSIS PROGRAM - - .._ _ .r--'-..--.-. _.-, R Cr L l.L _SAVE= 151 L5 W IUE I I y'ff SLOPE 0.500 IN/FT 3 « 3 � EAVE HEIGI'T = 21.00 FTJ�LEFT SLOPE = 0.500 IN/FT RIGHT = DIST. TO RIDGE = 80.TOT BAY SP-CING = 13.04 ALLOWABLE DEFLECTION = L/240 LIVE LOAD = 33.00 DEAD LOAD = 4.00 COLATERAL LOAD = 5►000 WIND LOAD = 16.00 ��5.� IgN�►�r0- L88�= SPAN LENGTH LEFT MOMENT RIGHT MOMENT (FT) (K-FT) (K-FT) 1 20.00 0.00 23.47ik 2 20.00 -23.47 15.65 Ab 3 20.00 -15.65 23.47 4 20.00 -23.47 0.00 - 5 20.00 0.00 23.47 6 20,00 -23.47 15.65 7 20.00_. -15.65 23.47 8 20.00 -23,47 0,00R MOMENTS i SHEARS P SPLICE LOCATIONSjj -- SPAN LOC► 11 NEW SHEAR LOG. #2 WENT SHEAR - f ((-fT) (KIPS) (FT) (K-FT) l(KIPS) - 1 5000 14.$7 1.56 15.00 2993 2 -5.00 �0:'�8 3 l `.:. 15.00 :� 2o,93 2.35 _ 3 .5►00 243 2.35 . MOO -0.98 l3►13 5►00 2.93 3.9 _,. -3400 0*00 -4.30 _ 5 ,0� 0.00 4.30 5.00 2.93 -3,91 6 5,00 -0.98 3.13 15,00 _ 2.93 -2.35 7 5.00 2.93 2.35 15,00 -0198 -3.13 - 8 5,00 2.93 3.91 15.00 14.67 -1056 f i TH '10"UFT MMID NEW kiffiT SHEAR L SHEAR R 'SRAM°'"•DMAX" . (IN) (K-FT) (K-FT) (K-FT) (KIP'S) (KIPS) 1 0.873 0.00 16,91 -23.47 4.30 6.65 2 0.254 -23.47 7.96 -15.65 5.87 5,09 - - 3 0.254 -15.65 7.96 -23.47 5,09 5,87 Va' ,�_K 1 ►. 2.V _ 4 0.873 -23.47 16,91 0.00 6.65 4.30 5 0.873 0,00 16.91 -23.47 4.30 6.65 R 6 0.254 -23,47 7.96 -15.65 5.87 5,09 7 0.254 -15,65 7.96 -23.47 5.09 5,87 - 8 0.873 -23,47 16.91 0.00 6.65 4.30 USE FOR ENDWALL RAFTER @ LINES I ' q 8.000 X 5,000 @ 11.43 FLGS= 5.0 X 0.2240 AND WEB= 7.50 X 0.1200 yY= 55�00 MR= 23.58 VR= 15.47 IX= .64 MMAXRAFTER= 23.47 VMAX= 6.65 MAX DEFLECTION= 0.873 MAX MID PT. MOMENT= 16.91 ENTIWALL RAFTER MUST BE FLG BRACED: TOP FLG @ 5'oc ,ANT' BOTTOM r_i G @ k, COLUMN L'iC�,11222 ANT! " 22 SIDE OF COLUMN. MOMRDE PAPER 1 y�30 ' Sou-TN # Poc>s..ciz, GT Cop-► E-R- Coyny L t w ehove �. F-tAm 6 E A&E _p WTI k, $� �, • -: .- -. �� �._R,! .i- 1 as --3 Y- 7,10 —7^ yf2 0.00 • _ _ _ 1U -• 1.r`+ - • igV a - � '1L � Y•l•'• ------------------ - -- ---------------------------------------- ------------ Y IN 5 PFGT-1nxj, IiI SE R!`'. -°'_ :_--=--=-- " WEB-=p:= F =5S Ilk �p 12, '°/ FL b 5 we `- -..r ..f it �T""rrT_ �:.`L-`.-i�_�►- ;a 1;LET•2 F y = 7 !l1.rT ' ,pJ cc -Z 't. Ef + Ry ----- ------I- ---------------------------------------------------------------- =, r. EL iC- t '1 -T -sn•.r—Tlr+4 r)r - • -�--- T—� +r� S S :a r- riv - - u- _ _.�: _ :.:��_ -- _ . �,�; ? = r ��4.= err ►�9 I,.JES IJ�Ig x, Z ' r U"�i = �rr1•' '`4 = _ :2i� 1= = Gam: rJ�r� _ = I ni;•r --H rti•.t ne T na.�r �-s•r•_� 'snr •. � 55 WSH i__ P 15p0 �7Ot,lT H I N�.�pR� LT r`r!. .'V,1 PI -;;L r:E�::. ;;E,-,:ter °�' _?� I.Y-FT' "F"r deft-Tr) 't, t IRD 1' 0Nf! �CiOLL(1v11U5 Sir ON t —FT (K-FT) Vtli41A,66,07) _�•5R ?.1 O.JO 19,5E :1 ,.i -4,:Ic 2'''.42 '•38 0.".) :.0 ' ,42 ;�.e; 0.00 — � ._ +.4L ,,11_,01!.' :,rIII n: Q n0(�, t11c�+ 1�i►0C �j010n�i i�10L J.V�' -4. ryy.3 �-'9 0.YY raf^U S9fJl 0.00 •.ve t, ia.r.0 .:a. -0Q.00 i•5 rn 1 a _ _ -4.:� '..,4,� f0�.'.stf ^?.'�:� 19.5n1 0.J(Ot ?wri� �'•��' -_.'i+ �1 rc Jf i. 17 Qrnt� i1�5 iQi.�lh fo►//t��)4 �a}.JL v1s ,.'Ir �Llr�� +f 18 lj1\4 COAL 161E' 01ti/0 1 7 - � r. r� 4.3; c.IA -..h'� l r r�+Ll 7.38 0.00 19.58= 10.00 1.09 _ CV :�:: - .v ,re; - +i'%•"•:r• - +.� `:.. - `•.4vt• Ry 1 r4Ji. [j� I E'.IL\[ •L'\ rr .r•? � - ti rJi -C. Apu - J.`Il _ - _.lv! R - Jr4�V flt - .4Jt` �� - •; ; - .�•+n :- _ .,ion T 7T ovc 'II rf ?-, r -= r"'Q i1FL-i c.'O ! r'� rY =C,S (•CT A9 Rx = 3.410 RY = 1.170 Y QQ OPT f ------------------------------ ------------------------------------------------------------------------------ y18 x 1 L, "i: "•''`� - =,1,9 ;j =55 KSI .450 .120 L'. _�5 r• 1 3.4 .� C fit't IA _ _ r1;1 _c'la+- : C. �.r) ,'�,_- C rr+ If L_' c •'1 1-C -. . . �..,+ . r1'E1_L- ply ��•--0 F� =55 ,.I . • ijSF 7C :i�.� Qj_ %ram L' C=.,, ��Q t CL_? r JQqT _J► 1-ti.' �ti•rC•.�C 0,, ;.1 r.a•C- r•r_ ;7r :C y_-- c n � ;� _ _GC y C�. _.__ ..,+� --..mot•. _t�-_ - ..:� al_.-. :11 ...lye �j -77 eta a BEAM-COLUMN DESIGH,'AHALYSIS AISC 8th EDITION DESCRIPTION GQ(,U M / 1 (4 l`/�v FLANGE FLANGE BEAM WEB WIDTH THICK DEPTH THICK SECTION# 6.000 0.2240 J2.0000 0.1350 ALLOWABL 1.333 CB = 1.000 6IYENO 25.920 LX (FEET) KX = 11000 7.375 LY (FEET) KY = 1.000 34.150 AXIAL LOAD (KIPS) FY(KSI)= 55.000 27.920 X-AXIS MOMENT (FT-KIPS) CNX = 1.000 0#000 Y-AXIS MOMENT (FT-KIPS) CMY = 1.000 SOLUTION: COMBINED BENDING ED 1.6-1A FB/FBBX 0.562 0.867 ED 1.6-1A FB/FBBY 0.000 0.632 ED 1.6-1B FA/FAA 0.305 0.000 ED 1.6-2 ED 1.6-18 FB/FBBX 0.450 FB/FBBY 0.000 FA/.6FY 0.183 ED 1.6-2 FB/FBBX 0.000 FB/FBBY 0400 FA/FAA 0.000 SECTION PROPERTIES: WT(PLF)x 15.205 AREA(IN2) WIND IX(IN4) SY(IN3) IY(IN4) AS 4.248 18.424 110.543 2.689 8.066 0.981 RX(IN) RY(IN) RT(IN) RT'(IN) D/AF RA 5.102 1.378 1.586 1.644 8.929 0.806 J(IN4) 0.055 ANALYSIS CALCULATIONS# KxLx/Rx = 60.970 KyLy/Ry- 64.220 Cc' = 114,714 fc=P/A = 8.040 KSI Fa = 19.779 KSI fbx = WSx = 18.185 KSI LY/RT' = 53.846 fby = My/Sy = 0.000 KSI Fe'x = 40.171 Fe'y = 36.208 Fbx = 30.345 KSI Fby = 32.371 KSI h/t = 85.570 Fb'x = 30.345 KSI K = 5.340 Cv = 0.597 Fv = 11.356 KSI ALLOWABLE web depth 11.552 IN. SHEAR = 18.396 KIPS _.t-W;--t,c.��_t.�;Yii'� ��►_.) U-11M/Fiiu�-�i_`�L l�, r����� 8tt1 EDI I0 , FLANGE FLANGE BEAK! WEE WIDTH THICK DEPTH THICK SECTION: 6.000 0.2500 12.0000 0.17" ALLOWABLE 1.333 C8 = 1.000 GIVEN: 25.090 LX (FEET) KX = 1.000 7,375 LY (FEET) KY = 1.000 58.190 AXIAL LOAD (KIPS) FY(KSI)= 55.000 25.170 X-AXIS MOMENT (FT-KIPS) CMX = 1.000 0.000 Y-AXIS MOMENT (FT-KIPS) CMY = 1.000 SOLUTION: COMBINED BENDING EQ 1.6-1A FB/FBBX 0.484 0.909 EQ 1.6-1A FBIFBBY 0.000 0.610 EQ 1,6-18 FA/FAA 0.424 0.000 EQ 1.6-2 EQ 1,6-1B FB/FBBX 0.349 FB/FBBY 0,000 FA/.6FY 0.262 EQ 1.6-2� FB/FBBX 0.000 .n = FB/FBBY ..0000 FA/FAA_ SECTION PROPERTIES: NT(PLF)= 17.965 AREA(IK2) SX(I0 IX(IN4) SY(IN3) IY(IN4) QS 5.059 21.041 126.249 3.002 9.005 1.000 RX(IN) RY(IN) RT(IN) RT'(1N) D/AF GA 4.996yf 1.334 1.563 1.634 B, Q 0.839 J(I)(4) 0.085 .ANALYSIS CALCULATIONS: KxLx/Rx = 60.267 K.yLy/Ry= 66.329 Cc' = 111.409 fa=P/A = 11.503 KSI Fa = 20.362 KSI fbx = Mx/Sx = 14,355 KSI LY/RT' = 54,114 fhy = My/Sv = 01000 K:SI Fe'x = 41,114 Fe'y = 3;.943 Fhx = 30.864 KSI Fbv = 34.652' k.SI hit = 64.'246 30,854 KSI K = 5,340 Cv = FV - 17,537 KSI ALLOWAELE web depth 11.500 IN. SHEAR = 37.670 KIPS I BEAM-COLUMN DESIGN/ANALYSIS RISC 8th EDITION DESCRIPTION (�V(Jet A4 - FLANGE FLANK BEAM WEB 91M THICK DEPTH THICK SECTIONS 6.000 0.3125 12,0000 0.1350 ALLOWABLE CB = 1.000 GIVENS 24.245 LX (FEET) KX = 1.000 11.250 LY (FEET) KY = 1.000 31.560 AXIAL LOAD (KIPS) FY(KSI)= 55.000 29.760 X-AXIS i10lW (FT-KIPS) CMX = 1.000 2.750 Y-AXIS MOMENT (FT-KIPS) CMY = 1.000 SOLUTIONS COMBINED BENDING ED 1.6-1A FB/FBBX 0.506 0.978 ED 1.6-1A FB/FBBY 0.190 0.746 ED 1.6-1B FA/FM 0.281 0.000 ER 1.6-2 _ ED 1.6-ID F8/FM 0.443 FB/FB'BY 0.167 FA/.6FY 0.136 ED 1.6-2 FB/FBBX 0.000 , FB✓FBBY 0#000 - `1 . FA/FM 0.000 _ SECTION PROPERTIES: WT(PLF)= 18.738 • ° AREA(IN2) SX(IN3) IX(IN4) SY(IN3) IY(IN4) OS 5.286 24.108 144.649 3.751 11.252 1.000 RX(IN) RY(IN) RT(IN) RT'(IN) D/AF GA 5.231 1.459 1.625 1.763 6.400 0.847 - Y�s.Y 1'�R 4r, ,.',- .5'�y..`"..,.i�. 1�' � c`+% ..f .} 'Y-Rv}r ..:'f -•i` -..'.T+Y�9F�♦a:,i�*" .:r��+�- _ -�,f�„"• + J(IN4) 0.132 ANALYSIS CALCULATIONSS KxLx/Rx = 55.615 KyLy/Ry- 92.525 Cc' = 110.823 fad/A = 5.971 KSI Fa = 15.923 KSI fbx = Mx/Sx = 14.813 KSI LY/RT' = 76.587 fby = My/Sy = 8.796 KSI Fe'x = 48.279 Fe'y = 17.443 Fbx = 25.070 KSI Fby = 39.546 KSI h/t = 84.259 Fb'x = 25.070 KSI K = 5.340 Cv = 0.615 Fv = 11.712 KSI ALLOWABLE web depth 11.375 IN. SHEAR = 18.973 KIPS MOMRof, P q/3o SOWV4 WINPSOR, CT MoPu L A RR FR 4 M Es C L/NEs ' t� IoJW ' - - ► .1� .l2 �.13� � ,l�i ��� )3S : �12 {,lei 1(c� ��#br�►btlo+� 9X/,1Sx/2�GX�79,Yea OW G�/79,G x �� �I�k- �XC.E PT @Cot-1.1M/V5 ZC�•� �C? C@ MEZZ•J, U60 FLbS= gX )/�} �tIEB^�I'1Z X , ►3�I•-- 6awm 2-k4 i5A i 6-T q �14 �c.,;7 ALA loTe-FR/0Q CdLL1M,rJs _ , Q-€ 659E S1-ETGN Ga P-1647,) — -- MAJ,5 Fl,A"6E $eAeE D Au 61z-r 1e4A7IO�t/S_9_�XGEpT C�i�Zr e .4.Ff 8�,4 cE CdG� ,vs IT 5r .....FLANhe _B,Q_ fetD 9 �sr Z�.o 3R� 51-H --a �* Fi2l� _ - E P 4 E_z l6E_ TYPE "14-q _(�l/71.4 I/Z ��-p-- -Ilq � — cg.- 2- Al _>f N M�= (7 2,15 k4Y(Z_)' 0776 K- ru > 671 USE. ."M-3~ - `� PL��� - --10' - -ro R i&wr_ L&r--r (�)r Cat,GIAli.1 5 NY > .01Pt-rat: E: _I0 T 1Zib�T . L�Fr 0` Cdc _ _. - q&G 7)( 1 Z)` k - 1N } 13-7 HoNgea PAPER f MONROE PAPER - DAY SP = 25.0' WIDTH=160.0' ANALYSIS MODE LEFT R16HT ! INT COL FIXED AT RAF DIM TO RIDGE 804000' 80.000, ! PSF KLF ROOF PITCH .500/12 .500/12! LL= 33.00 .825 FYF= 55.00 KSI EAVE HT' 21.000 21.000 ! Dl.= 9.00 .225 FYW= 55.00 KSI PURL DEPTH' 9.000 9.000 ! WL= 16.00 GIRT DEPTH' 1.000 1.000 ! WW = .320 Cl = .80 MR = -4400 C2 = -1.00 LR = -.280 C3 = -470 UP TO 87.004 LW = -.200 C4 = -.50 EXT COL BASE HINGED HINGED - = INT COL BASES HINGED - - INT SPANS-- 40.00', 40.00', 40.00', 40.00' ---�-_ CONC. L. OEM VER(K) HOR(K) M(K') LOCATION' 6 -34.00 .00 17.00 7.25 LOAD COLUMN BASE REACTIONS (K, ) MEMBER #[0.-- • 7 -34.00 .00 -17.00 7.25 COMB 1 9 8 7 6 - ,LO. COMB. LL AL.,� #N. CON1-. L0. N-F.... ._ (1) HOR 3.2 -.8 .. _ .O� .,8•.-3.Z.��.-a...__... 1) 1.00 1.00� .00(L-R) .00 VER 16.9 46.8 39.2.-46.8 16.9 2) 1.00 1.00 :-*00(L-R) 1.00 (2)-HOR 3.2 -.8 .0 1.7 -4.1 3) .00 1.00 1.00(L-R) .00 - VER ..-80.7 51.8 -- - 4) 1.00 1.00, 1.00(L-R) '1.00 (3) NOR -4.1 -1.2 '1.4 -2.3 VER -3.2 -8.3 -44 -2. -.4 i1,AiIGE BRACE LOCATIONSf• (4) NORVER _ 4'c� jr.,,` �z J•, - - s t', �� ��il` J'a:• ,La ; 43=:: - ,._' T .EXT_ax BIRT. 3 00,11- RECONMENDED 36 'KSI LEFT RAFfPURLIN I FR.IFT 1M RIN E-To EAVE) (B=BRACEB) 1) .75'B 2) 5.751 V 10.75'B 4)-15.75' 5) 20.7512 6) 25.75' LEFT E(T. COL. BASE -+ # PAIR AlF -45000 ' DIM 7) 30.75'B 8) 35.75'B 9}-,- 0.75'B 10),45*75'B 11) 50.75' 17) 54.75'B EXT. COL. BASE l PAIR .-BF; .75000 ' DIAM �- 13) 60.75' 14) 65.75'8 15I-70.75' 16) 75.75'B - '�,Np� BASE PLATE TNiCK.= .50000 • ._ _ 55.0 KSI !EN FT TYPE SEG FT W81' YD2' WE$' T OR R FLG' B �i L FL$' } �T i 1) 20.253 ECOL 1 10.253 ILL 11#38 .Y200 8.000 X .3750­8.400 X .2510 ECOL 2 10.000 11.38 11c38 .1200 8.000 X .3750 8.000 X .2500 2) 39.929 LRAF 1 9.929 13.00 13.00 .17" 6.000 X .2500 6.000 X 42500 LRAF 2 10.000 13.00 13.00 .1200 6.000 X .4375 6.000 X .3125 LRAF 3 10.000 13.00 13.00 .13% 6.000 X .4375 6.000 X .2500 CONNECTION BETWEEN SEGMENTS LRAF 4 10.000 13.00 18.00 .17" 8.000 X .5000 8.000 X .5000 i 3 40.057 LRAF 1 10.057 18.00 13.00 .17" 8.000 X .5000 9.000 X .5000 CONNECTION BETWEEN SEGMENTS LRAF 2 10.000 13.40 13.00 .1350 6.000 X .2.240 6.000 X .1790 LRAF 3 10.000 13.00 13.00 .1200 6.000 X .2240 6.000 X .1790 CONNECTION BETWEEN SEGMENTS LRAF 4 10.000 13.00 18.00 .1790 6.000 X .4375 '.000 X .4375 FOLLOWING ARE INTERIOR COLUMNS - 80 22.008 ICOL 1 22..008 11.50 11.50 .1200 8.000 X .4375 8.000 X .4375 I 9W 20.331 ICOL 1 20.331 11.50 11.50 .1200 8.000 X 8.000 X..mA-- a -V3v MONROF PAPER STRESS ANALYSIS (DIN. MEASURED ALONG STRUCTURAL AXES) LOAD COMB 1) 1.00 1.1 1.00 DL .00 WL(L-R) .00 WK. L MEM SEG WD' CB UBLX' UBI.Y' M(K') P(K) V(K) RATION M+A 1 1 11,375 1.00 236 80 -723 16.9 -3.2 .425 .760 2 11.375 1.00 236 67 -373 16.9 -3.2 .425 .459 2 1 13.000 1.00 472 44 659 3.9 16.3 .434 .863 2 13.000 1.00 472 60 -855 3.2 6.9 .590 .891 3 13.000 1.00 472 60 -781 3.0 -14.1 .849 .943 4 18.000 1.00 472 59 2.585 2.1 -24.5 .878 .974 3 1 18.000 1.00 480 59 2387 3.3 22.3 .796 .905 2 13.000 1.00 480 120 347 2.9 11.7 .722 .831 3 13.000 1.00 480 60 -439 2.4 -9.2 .811 .732 4 18.000 1.00 480 17 1767 1.6 -19.7 .708 .957 4 1 18.000 1.00 480 17 1767 1.6 19.7 .708 .957 2 13.000 1.00 480 60 -439 2.4 9.2 .811 .732 3 13.000 1.00 480 119 347 2.9 -11.7 .722 .831 4 18.000 1.00 480 60 2387 3.3 -22.3 .796 .905 5 1 18.000 1.00 472_ 60 2585 2.1 24.5 .878 .974 2 13.000 1.00 472 60 -781 3.0 14.1 .849 .943 3 13.000 1.00 472 60 -855 3.2 -6.9 .590 .891 4 13.000 1.00 472. 44 659 3.9 -16.3 .434 .863 6 1 11.375 1.00 236 80 723 16.9 3.2 .425 .760 2 11.375 1.00 236 67 373 16.9 3.2 .425 .459 FOLLOWING ARE INTERIOR COLUMNS - 7 1 11.500 1.00 256 156 -153 46.8 -.8 .429 .389 8 1 11.500 1.00 276 263 0 39.2 00 .429 .490 9 1 11*500 1.00 256 243 153 46.8 •8 .429 .688 L(M0 Cam&- :2 _1.00 LL 100.�i: • # .. 00 NL(L-R) 100 CONC L . .,. `. �' . ,�:. -- - . . - ;; ,•�;''"• .'"r�'-�,.,'''.}� "�.?rid,,, 10 SEC :,?; 0 UBLx �MLY il(K ) P(K) . V(K) RATION -I"1 1 1t•375 1.00 236 -80. -723 16.9 3.2 4425 .760 = r ` 2 11.375 1.00 236 67 -373 16.9 -3.2 .425 .459 `° � 2 1 13.000 1.00 472 44 658 3.9 16.3 •434 •863 2 13.000 1.00 472 -60 -856 3.2 6.9 .5" .891 3 13.000 1.00 472 60 -781 3.0 -14.1 .849 .944 4 18.000 1.00 472 59 2584 2.1 -24.5 .878 .973 3 1 18.000 1.00 480 59 2383 3.3 22.2 .795 .903 2 13.000 1.00 480 120 345 2.9 11.7 .721 .827 3 13.000 1.00 480 60 -437 2.4 -9.3 .813 .729 4 18.000 1.00 480 17 1774 1.6 -19.7 .708 .961 4 1 18.000 1.00 480 17 1782 1.6 19.7 .711 .965 2 13.000 1.00 480 60 -444 2.4 9.3 .819 .741 3 13.000 1.00 480 119 330 2.9 -11.6 .717 .793 4 18.000 1.00 480 60 2359 3.4 22*2 .793 .894 5 1 18.000 1.00 472 60 2589 3.1 24.5 .877 .979 2 13.000 1.00 472 60 -766 4.0 14.0 .847 .920 3 13.000 1.00 472 60 -840 4.1 -6.9 .592 .870 4 13.000 1.00 472 44 678 4.8 -16.3 .435 .898 6 1 11.375 1.00 236 80 737 17.0 4.1 .425 .772 2 11.375 1.75 236 RR 338 51.0 4.1 .425 .739 FOLLOWING ARE INTERIOR COLUMNS - 7 1 11.500 1.00 256 156 -92 80.7 -1.7 .429 .551 8 1 11.500 1.00 276 2.63 -7 39.3 .0 .429 .505 9 1 11.500 1.00 256 243 156 46.8 .8 .429 .692 LOAD COMB 3) .00 LL 1.00 DL 1.00 WL(L-R) .00 CONC. L FORCES ARE REDUCED BY A FACTOR OF 0.75 MFM SEG Wn' CB IIBLX' 11BLY' M(K') P(K) V(K) RATION M+A 1 1 11.375 1.00 236 67 236 -2.4 -1.5 .425 .305 1 1J•tilil 1qV%) 4;L 44 -1J1 11% -2.4 .3i.1 4d- 2 13.000 1.00 472 120 113 1.4 -1.2 .485 .168 3 13.000 1.00 472 17.0 114 1.4 1.4 .431 '.199 4 18.000 1.00 472 59 -223 1.3 2.7 .450 .089 3 1 18.000 1.00 480 59 -454 .1 -3.4 .450 .170 2 13.000 1.00 480 60 -117 .0 -2.1 .431 .196 3 13.000 1.00 480 120 87 -.1 -.8 .485 .199 4 13.000 1.00 480 60 75 -.1 148 .450 .059 4 1 18.000 1.00 480 17 -223 -.8 -1.4 .450 .123 2 13.000 1.00 480 60 -82 -.7 -1.0 .485 .IU 3 13400 1400 400 119 57 -s6 -.6 .431 .129 4 13.000 1.00 480 119 57 -.6 .3 .450 .033 5 1 18.000 1.00 472 60 -215 -1.5 -1.4 .450 .084 2 13.000 1.00 472 60 -75 -1.4 -1.0 .431 .100 3 13.000 1.00 472 120 67 -1.3 -.6 .485 .091 4 13.000 1.00 472 120 72 -1.3 .2 .325 .120 6 1 11.375 1.00 236 67 123 -.3 -1.1 .425 .144 2 11.375 1.00 236 67 120 -.3 1.7 .425 .141 FOLLOWING ARE INTERIOR COLUMNS - 7 1 11.500 1.00 256 156 258 -1.6 1.1 .429 .254 8 1 11.500 1.00 276 263 155 -3.2 .6 .429 .282 9 1 11.500 1.00 2.96 243 226 -6.2 .9 .429 .302 LOAD COMB 4) 1.00 LI_ 1.00 DL 1.00 WL(L-R) 1.00 CONC. L FORCES ARE REMD BY A FACTOR OF 0.75 MEN SEG VD* CO UBUI UBLY' M(K') P(K) V(K) RATION' -M+A _.. 1 1 11.375 1.00 236 80 -248 7.5 -3.4 .425 .275 2 11.375 1.00 236 88 39 7.5 1.2 .425 .112 2 1 13.000 1.00 472 59 -303 3.5 7.2 .325 .417 2 13.000 1.00 472 60 -399 3.3 2.8 .485 .407 3 � 13.000 1.00 472 60 -346 3.2 -6.9 .431 .409 4 18.000 1.00 472 59 1299 2.5' -11.8 .450 .495 3 1 - 18.lR00 1.00 480 59 949 2.1 : 9.7 :450 .363 2 140W 140 490 60 - -195 1.4 4.8 .431 .316 .ty 3 : 13 :1.00 480 60 -194 1.4 -5.0 .485 .322 4 18.00-1.00 490 17 984 .8 -r9.8 .450 .532 4 1 18.000 1.00 480 17 829 .2 10.2 .450 .446 ' 2 13.000 1.00 480 60 -262 .8 4.5 .485 .442 3 13.000 1.00 480 119 249 1.2 -7.0 .432 .581 4 18.000 1.00 480 60 1439 1.5 -12.8 .458 .543 5 1 18.000 1.00 472 60 1311 .5 13.0 .466 .491 2 13.000 1.00 472 60 -429 1.1 7.3 .438 .521 3 13.000 1.00 472 60 -453 1.2 -4.3 .485 .474 4 13.000 1.00 472 44 469 1.8 -9.4 .325 .604 6 1 11.375 1.00 236 RO 509 9.7 2.8 .425 .543 2 11.375 1.00 236 88 316 35.2 4.3 .425 .563 FOLLOWING ARE INTERIOR COLUMNS - 7 1 11.500 1.00 256 156 34 51.3 -.1 .429 .337 8 1 11.500 1.00 276 263 149 20.0 .6 .429 .490 9 1 11.500 1.00 256 243 319 21.4 1.4 .429 .603 NONROE PAPER w 21'- EA-VE DEFL. IN INCHES** LOAD COMB. LEFT KNEE RIDGE RIGHT KNEE (+=UPWARD I TO RIGHT) VER. HOR. VER. HOR. VER. HOR. 1 -.02 .0l -.04 .00 -.02 -.01 2 -.02 .02 -.04 .00 -.04 -.01 3 .00 1.30 .00 1.29 .00 1.30 4 -*01 1#31 -#03 1430 -#04 1429 MAX CONNECTION MOM(K-IN) LEFT KNEE TEN ' T OR R TEN ' B OR L SHEARM HORZ 178. 737. 4. DIAG 168. 771. 10. VERT 679. 155. 16. RIDGE 1797. 227. 20, MEN NO 2 FWD OF SEG 3 284. 74. 14, WE NO 3 END OF SEG 1 347. 118. 12. END OF SEG 3 - 108. 82. 9. �� L. -C''�4..»,:- ;(` - ,-a�a'j7�•�,•^:--. - - _ - - ,. - -_' .r... - _ ap' is DEFL. IN INCHESS LOAD COMB. LEFT KNEE_ RIDGE RIGHT KNEE 0RUPWAR0 I JO RIGHT) VER. HOR. VER. HOR. VER. HOR. 1 -.03 .01 -.05 .00 -.03 -.01 2 -.03 .02 -405 .01 -005 -901 3 .01 2.84 .01 2.84 AD 2.84 4 -.02 2.86 -.04 2.84 -905 2.84 MAX CONNECTION MOM(K-IN) LEFT KNEE TEN ' T OR R TEN ' 8 OR L SHEAR(K) HORZ 2.10. 673, 4, DIAG 197, 700. 10. VERT 609. 183, 16. RIDGE 1772. 291. 20. MEN NO 2 FND OF SEG 3 2.81. 14, MEN NO 3 END OF SEG 1 365. 158. 12. END OF SEG 3 137, 114. 9. At JDh= In�V_ 7, o �o�.1rH I w.t DsoQ G / MONK PAPER ; BAY SP = 25.0' WIDTH--160.0' ANALYSIS MODE LEFT RIGHT ! INT COL FIXED AT RAF DTM TO RIDGE 80.000' 80.000' ! PSF KLF ROOF PITCH .500/12 .500I12! LL= 33.00 .M FYF= 55.00 KSI EAVE HT' 25,670_ 25.670 ! DL= 9.00 .225 FYW= 55.00 KSI PURL DEPTH' 9.000 9.000 ! WL= 16.00 GIRT DEPTH' 1.000 1.000 ! w = .320 Cl = .80 WR = -.400 C2 = -1.00 _ LR = -.280 C3 = -.70 LW = -.200 C4 = -.50 UP TO 143,040 ! EXT COL BASE HINGED HINGED - -- INT COL BASES HINGED LOAD COLUMN BASE REACTIONS (K, ) MEMBER NO.---� INT SPANS-- 40.00,, 40.004, 40.00', 40.00' come 1 9 8 7 6 CONC, L. HEM VER(K) HOR(K) M(K') LOCATION' (1) NOR 2.4 -.6 .0 .6 -2.4 6 -34.00 .00 17.00 11.92 VER 16.7 47.1 39.1 47.1 16.7 7 -34.00 .00 -17.00 11.92 2) NOR 2.4 -.6 .0 1.3 -3.1 .1.0. CORR. LL - . ..�...- DL �• WL 'CONG. L0. - -16w7- 47.1 1) 1.00 1.00 .00(L-R) .00 3) HOR -4.8 ,-1.6 -1.2 -1.7 -3.0 2) 1.00 1900 .00(L-R) 1.00 1ER -3.4 -8.4 -4.2 -2.1 .0 3) .00 1.00 1.00(L-R) .00 4) HOR -3.0 -2.0 -1.2 -.5 -5.6 4) 1.00 1.00 1.00(L-R) 1.00 VER 9.7 28.6 26.4 68.8 47.1 WEIGHT OF FRAME : - 7611. In FLANM BRACE)LOCATIONSS ,�, -•+; =^•-.iTi7� f. - _ -- - -` _ - -RE '.il�l �_} rq:',.:';t"`•• ;ram, •- �EFT -aOIBtD up),-19*pmm 1) 12.04 8 ..,•1AL _ ' ;S ...75(100- Ol�li'f. EXT. jam. E - 4MIR 'UF` 75000 .'alb = LEFT RAF PUfK.IN All (FT FROM RIDGE 70 EAVE)- (B=BRACED) y 1) .75'B 2) 5.75'8 3) 10.75'8 4) 15.75' 5) 20.7518 6) 25.75''- FENDED BASE PLATE THICK. :•50000 ",:55.0 KS1 7) 30.75'B 8) 35.75'9 9) 40.75'B 10) 45.75'B 11) 50.75' 12) 55.75'9 13) 60.75' 14) 65.75'8 15) 70.75' 16) 75.75'B MEM FT TYPE SEG FT V111' WD2' WEB' T OR R FL6' B OR L FLG' - 1) 24.923 ECOL 1 14.923 11.38 11.38 .1200 8.000 X .3750 8.000 X .2500 ECOL 2 10.000 11.38 11.38 .1200 8.000 X .3750 8.000 X .2500 2) 39.929 LRAF 1 9.929 13.00 13.00 .17" 6.000 X .2500 6.000 X .2500 LRAF 2. 10.000 13.00 MOO .1200 6.000 X .4375 6.000 X .3125 LRAF 3 10.000 13.00 13.00 .1350 6.000 X .4375 6.000 X .2500 CONNECTION BETWEEN SEGKNTS LRAF 4 10.000 13.00 18.00 .17" 8.000 X .5000 8.000 X .5000 3) 40.057 LRAF 1 10.057 18.00 MOO .1790 8.000 X .5000 8.000 X .5000 CONNECTION BETWEEN SEGMENTS LRAF 2 10.000 13.00 13.00 .1350 6.000 X .2240 6.000 X .17" LRAF 3 10.000 13.00 13.00 .1200 6.000 X .2240 6.000 X .17" CONNECTION BETWEEN SEGMENTS LRAF 4 tO.000 13.00 18.00 .1790 6.000 X .4375 6.000 X .4375 r FOLLOWING ARE INTERIOR COLUMNS - 8•) 26.678 ICOL 1 26.678 11.50 11.50 .1200 8.000 X .4375 8.000 X .4375 �v .• 9) 25.001 ICOL 1 25.001 11.50 11.50 .1200 8.000 X 8.000 X Vag- MONROE PAPER STRESS ANALYSIS (DIM. MEASURED KONG STRUCTURAL AXES) LOAD COMB 1) 1.00 LL 1.00 DL .00 WL(L-R) .00 CONC. L MEM SEG WD' CB UBLX' UBLY' M(K') P(K) V(K) RATION M+A 1 1 11.375 1.00 292 61 -668 16.7 -2.4 .425 .710 2 11.375 1.75 292 144 -276 16.7 -2.4 .425 .384 2 1 13.000 1.00 472 59 -626 2.6 16.1 .430 .809 2 13.000 1.00 472 60 -883 2.4 6.7 .575 .924 3 13.000 1.00 472. 60 -801 2.2 -14.2 .859 .973 4 18.000 1.00 472 59 2609 1.3 -2.4.7 .884 .979 3 1 18.000 1.00 480 59 2419 2.7 22.4 .800 .914 2 13.000 1.00 480 120 364 2.3 11.8 .729 .859 3 13.000 1.00 480 60 -435 1.8 -9.1 .802 .731 4 18.000 1.00 480 17 1749 .9 -19.6 .704 .944 4 1 18.000 1.00 480 17 1749 .9 19.6 .704 .944 2 13 400 1.00 480 60 -435 1.8 9.1 .802 .731 3 13.000 1.00 480 119 364 2.3 -11.8 .729 .859 4 18.000 1.00 480 60 2419 2.7 -22.4 .ON .914 5 1 18.000 1.00 472 60 2609 1.3 24.7 .884 .979 2 13.000 1.00 472 60 -801 2.2 14.2 .859 .973 3 13.000 1.00 472 60 -883 2.4 -6.7 .575 .924 4 13.000 1.00 472 60 -626 2.6 -16.1 .430 .809 6 1 11.375 1.00 292 61 668 16.7 2.4 .425 .710 2- 11.375 1.75 292 144 - 276 16.7 2.4 .425 .384 FOLLOWING ARF INTFRIOR COLUMNS - 7 1 11.500 1.00 312 156 -146 47.1 -.6 .429 .391 8 1 11.500.1.00 332 320 0 39.1 .0 .429 .718 9 1 11.500 .1,400 317 299 146 47.1 .6 .429 .992 ; LOAD C(MB. }° 00 LL 1.00 DL •: .00 WL(L-R) 1* COMC. L UlL.X' VILY' MO) P(K) VM � ���;MT10 V -*+A 43• 'yE!j. 1 1 11.375 1.00 292 61 -6M 16.7 -2.4 .425 •709 2 11.375 1.75 292 144 -276 16.7 -2.4 .425 .384 2 1 13.000 1.00 472 59 -626 2.6 16.1 .430 .809 2 13.000 1.00 472 60 -884 2.4 6.7 .575 .925 3 13.000 1.00 472 60 -802 2.2 -14.2 .859 .973 4 18.000 1.00 472 59 2608 1*3 -24.7 .884 .979 3 1 18.000 1.00 480 59 2415 2.7 22.3 .799 .912 2 13.000 1.00 -480 120 363 2.2 11.8 .728 .856 3 13.000 1.00 490 60 -04 1.8 -9.2 .804 .729 4 18.000 1.00 480 17 1755 .9 -19.6 .705 .947 4 1 18.000 1.00 480 17 1759 .9 19.6 .706 .949 2 13.000 1.00 480 60 -438 1.8 9.2 .807 .736 3 13.000 1.00 480 119 354 2.3 -11.8 .725 .835 4 18.000 1.00 480 60 2401 2.7 -22.3 .798 ."7 5 1 18.000 1.00 472 60 2612 2.1 24.7 .864 .983 2 13.000 1.00 472 60 -793 2.9 14.2 .859 .959 3 13.000 1.00 472 60 -875 3.1 -6.7 .576 .912 4 13.000 1.00 472 60 -618 3.4 -16.1 .430 .807 6 1 11.375 1.75 292 144 422 50.7 3.1 .425 .953 2 11.375 1.75 292 144 351 50.7 3.1 .425 .872 FOLLOWING ARE INTFRIOR COLUMNS - 7 1 11.500 1.00 312 156 -134 81.0 -1.3 .429 .594 8 1 11.500 1.00 332 320 -4 39.2 .0 .429 .728 9 1 11.500 1.00 312 299 149 47.1 .6 .429 .995 LOAD COMB 3) .00 LL 1.00 DL 1.00 Wl.(L-R) .00 CONC. L FORCES ARE REDUCED BY A FACTOR OF 0.75 MF.M SEG WDI CB URLX' UGLY' M(K') P(K) V(K) RATIO:V M+A 1 1 11.375 1.00 292le 87 . 323 -2.6 -2.1 .425 .417 1 1�.QVl l.0 y/t' 44 -183 ",l -2,6 .325 .252 2 13.000 1.00 472 120 127 2.0 -1.4 .485 .191 �•�!/?j Q 3- 13.000 1.00 472 120 128 2.0 1.2 ,431 .228 4 18.000 1.00 472 59 -168 1.9 2.5 .450 .070 3 1 18.000 1.00 480 59 -532. .4 -3.8 .450 .200 2 13.000 1.00 480 b0 -157 .4 -2.4 .431 .261 3 13.000 1.00 480 120 111 .2 -1.1 .485 .258 4 13.000 1.00 480 60 109 .2 1.5 .450 .087 4 1 18.000 1.00 480 17 -288 -.7 -1.7 .450 .157 2 13.000 1.00 480 60 -114 -.7 -1.3 .485 .200 3 13.000 1.00 480 119 91 -.5 -.9 .431 .207 4 13.000 1.00 480 119 92 -.5 -.4 .450 .053 5 1 18.000 1.00 472 60 -282 -1.7 -1.7 .450 .110 2 13.000 1.00 472 60 -112 -1.6 -1.3 .431 .147 3 13.000 1.00 472 120 91 -1.5 -68 .485 .125 4 13.000 1.00 472 120 113 -1.5 -94 .325 .188 6 1 11.375 1.00 292 87 200 .0 -1.3 .425 .232 2 11.375 1.00 292 144 178 .0 2.2 .425 .206 FOLLOWING ARE INTERIOR COLUNNS - 7 1 11.500 1.00 312 156 390 -1.6 1.3 .429 .385 8 1 11.500 1.00 332 320 286 -3.2 .9 .429 .632 9 1 11.500 1.00 312 299 , 357 -6.3 1.2 .429 .585 LOAD COMB 4) 1.00 LL 1.00 DL 1.00 WL(L-R) 1.00 CONC. L FORCES ARE RFXlCF"D BY A FACTOR OF 0.75 KM SEG - WD'-h8 ' UBL.X• UGLY• N(K')--P(K) V(K)- RATION ~ A _ �_.... 1 1 11.375 1.00 292 144 124 7.3 -3 4 .425 .237 2 11.375 1.00 292 144 125 7.3 2.2 .425 .238 2 1 13.000 1.00 472 59 -336 3.6 6.9 .325 .459 2 13.000 1.00 472 60 -413 3.5 2.5 .485 .420 3 13.000 1.00 472 60'-, -344 3.3 -7.2 .434 AP6 4 18.000 1.00 472 59 f'1369 2.7 -I2.0 .450 -'s _ 3 1 18:000 1.00 - :480 39 Y90 2.0 _13, 0 �04._ -480 _b 9b. 1.4 A3 �.431 .318 :. - e. ?k' - - ice--t.t j.'.•_ _- _ _ w 3 13,0000 .00 480 -n Y -39� 1 4 -5 2 4 ._. • - •485 .323 �: 18:000'#.00 480 17 -. 042" .7 10.0 .450 . 4 j 563 4 1 18.000 1.00 480 17-''­ V 750 -.2 9.9 .450 .403 2 13.000 1.00 480 60 -266 .4 4.2 .485 .453 - 3 13.000 1.00 480 119' 298 .8 -7.4 .454 .686 4 18.000 1.00 480 60 1534 1.1 -13.2 .471 .577 5 1 18.000 1.00 472. 60 1257 - -.4 12.9 .461 .470 2 13.000 1.00 472 60 ---452 .3- - 7.1 .431 .554 3 13.000 1.00 472 60 -471 .4 -4.4 .485 .498 4 13.000 1.00 472 44 479 .9 -9.6 .325 .607 6 1 11,375 1.00 292 144 455 35.4 2.7 .425 .844 2 11.375 1.00 292 144 397 35.4 4.2 .425 .778 FOLLOWING ARE INTERIOR COLUMMS. - 7 1 11.500 1.00 312 156 293 26.1 .4 .429 .418 8 1 11.500 1.00 332 320 283 19.9 .9 .429 .928 9 1 11.500 1.00 312 299 446 21.4 1.5 .429 1.001 i ••' '- • ._ •l.';y`:a• T.. ...:�•'1•c. . -• _ _ •/y�r•R:g,..-_ - �•y • t -•_• `~ _ "_ •-_-_ -. -_ i.. 'C�t- +'J�r�..�!.���rt`,�' ' Wings LIGHT GAGE PHYSIC RL PROPERTIES srf• �o�vs • slit T"Im SECTION 9 C 12 9C1�# 9C16 7C13.. 7C1 7C16 14.31 THIC 3-?6 3.qr 3.90 3.P3 2.G¢ KNESS ( �w ) 8. 183 9.090 8.a?s 0.e6/ Ah AREA c • ;x i;`� cy.:s •.e90 t e.e?s �A2��..-y � ��.. .-. kl -• - :iti:, ' F. • 3.39 3.149 9.141 9.41 2.71 2.72 E.TB iy ( iwy) 3. 176 1.009 0.e'11 0.673 0.933 0.700 0 6E14 Sv e.1y9 0.-338 6.s29 0.1499 0.349 8-672 • 6.972 6.903 0.904 9.903 0 t�c ��� 0.?83 •.669 6.630 764 e.?22•, • 9.639 FY (ks i ) 55.00 5S.06 55.00 ss•ee ss.ee ss.ee ss ee &(ks i ) CRAVITY 3s.ZAP 16(ks : ) SUCTION 26.31 i � 2y.e9 22.63 19.3w 20,61 2T.es 2� Ts «(F-K) GRAVITY //.6.j' 9•i3 �.�c STa. �z/ S•QF' ¢�. • «c F-K) SUCTION e.?s ?.e7 3.36 3.66 3.73 '1.ss 3.Pe F Y F` - • S =�ElL-ON A!S I-fMNIIA�;pAitT-Y1-� SECTION � CRAV 1 T Y t S FULL ALLOWABLE BEND I N 3 _ _ C an SUCTION CAN BE I NCREASEO f/S FOR 09 NO LOAD I s Sumnlit � l ngs SUMM I T ' ',STAND I- N ;.r=, =SEAM " SSS " PANEL. FORR`0 b - SYSTEMS 24 GA. ALUM I N 1296 STEEL 50 KS I YIELD TABLE i - PHYSICAL PROPERTIES ( PER FOOT OF PANEL WIDTH ) + `GAGE r AREA PRESSURE SUCTION TOP OF RIB I WCOMPRESS I ON TOP OF RIB IN TENSION ( IN ) ( T N2 ) =x ( INB) to 1144 ) IN ( INS) I. c IN4) . 24 0. 024 8 381 0. 072 0. 073 s. TABLE 2 - MAXIMUM;:._ iLLOWABLE LOADS ( PSF ) - !:;+ �4 ALLOWABLE DEFLECTION S I MPL _"� iAN 2 SPAN CONDITION 3 SPANS OR MORE SPAN ALLOWABLE CALCULATED ALLOWABLE CALCULATED ALLOWABLE CALCULATED I N ) LOAD 0 VILE CT t ON LOAD DEFLECTION LOAD DEFLECTION ., CFT > L/1 t8 L/18v L/948 , (PSF) ��,y`;( IN (PBp:) ( IN) (PSF) C IN 0. 30 8. 20 0. 15 257. 0 .,.,. ,.,;�` ~': 1 14. 2 0. 05 18001 0 . 0? ' 4 0. 40 0. 27 0. 20 114 : 01 - ..'A 81 1 0008 101 . 3 0. 13 5 0, 50 0. 33 0. 25 73. 81 - 51 •jS 0. 13 s4. 9 0121 :* WISCONSIN PLANT k ;�Y: ANT AL"A PLANT I9778 Sowwer Orly• 2141 !NO AV$ SUM weakeshe t W1. 53106 Cho-- , "'67336 CAm4A, A14. 38088 W (414) 101-3440 (316I, 3441214 (905) 739-6W Q • �... ._'._ . .� ....... . •iIYIM••�a...�]•!*. .., 1,s..--.o,.a•t+,st.• _ .. ° i• ;1 All Alp sununit Bufldings S A PAI . ,.. Nam- ,x a;� ,.;r•,= �,f w • a r SECTION PROPERQR 26 GAUGE PANEL PANEL WEIGHT THICKNESS ? t COMPRESSION TTOM FLAT IN COMP. T PE ( P F ) C I lat Ix T ) x N /FT > ( N4/F T ) Sx ( INS/FT ) SA 0097 8491189 80136 8 = = ;,,, 0. 8533 8. 834? 0. 0401 MAXIMUM TOTAL>-'-. ! LOAD "CAPAC I TY ( PSF PAN LENGTH Allifif -SIMPLE SPAN 80/6 == ti `. :` 3/2 86/20 81 /16 27/1 29/11 2-mSEAN CONOIJ108 4 ;-;- 1,/ • 3/63 38/49 31 /39 27/31 23/ S ON 4 T: ,h x4x SECTION PROPERTIES , .F0R. 24 GAUGE PANEL EP�AINEL WEIGHT TIiICKNE86 TOPS �>:COMPRESS ON BOTTOM FLAT IN COMP. PE ( PSF ) LN ) SyI y4 : IN3 T > x N4/FT ) x IN3/FT )A 1 . 24 8. 0242 S8 30 8 r �=- 0. 8693 8. 8489 0. 0377 MAX I MUM TOTAL. UN;I :;t a OAD CAPACITY C PSF > 'SPAN LENGTH 4, 0~ s, 0,* g• gN ?* SIMPLE SPAN 96 96 61./ /37• ' 43/28 86/23 . 39/1 T 28/1 S ON 96/.232" 43/69 36/55 32/43 20/8 CONDITION }- _ 8 /28 LOAD VALUES ON LEFT ARE-,: 1S 4 I�NG, . VALUES ON RIGHT ARE BASED • ti ; ON DEFLECTION OF L/i S .. VALID O N0 I NO,,, AVE BEEN INCREASED ` BY 1 . 333 FOR WINO LOAD,. 2a7G �+li ' 7b1 • �lJrl ' v'>11, �..N4MW4fW 974 i Q'z' S-n' 'n• �Lz• 9-4 tro f lv�� f�z' Z�Z• � rL• -��Z• aez' oSz' ���G ,01*0 4*9 6 t�G L r m W ow �S' bss• �zs' �S• o�oy• -L,� ��� � •;Irk' �b�' oob• At tow �`!:('�•I•e:"m�\•�" ��o O� ��• OR1J .'��� r•"Y'p'." k � V` 4 ��'•�' yFT...-AC \ Q�`o Z4Go• bLLoe �.t�Go• ooQ� �oGp• .1N Cal I )-A idsw 16 ,r'~" .�,• ,`�- - 3 ++ -=fit ., +�,%'}}t __ 3R - - � - -:i.• ,�-�� - _ •�' ,j.l.aG�s•^ ,l_, I '�.. �_ hy:_ ,�^_ ��r.,' .;' f�- .•' yr.• .ss(y1°...�.Ir'--, Si` ,G l�...�t� .P'� � - #.. -ere.1 O14U' Ord•t ��al .3y AW rrW vvv:tf�,,� -kv laan Gos oil• — -- —: :,-_• _ �^- _._ IE 4 epeedzw JLV ANEW ZPA Xv M• IW• JZS' y• oos• — WA 9o9' Sort' Lod' 009' szO) • VOA '�'�• +A49 �6f' �b�' ooV SLf.' sin �+ S i► � Z S r d s �p •otv �tiV ^� v vio o 0 FINAL INSPE N . Building APPLICATION FOR BUILDING PERMIT -,r Plumbing HVAC Date: Z d Sprinkler 14 5 COMMERCE WAY Electric Estimated Cost $ 1160 Zoning Permit Fees � 18 3 9 0 Affidavit NO. Occupancy Fee $ Eng. Dept. Fire Dept. COMPLETE RED BOXED AREAS. Total Fees H alth D Pt. TYPE OR PRINT ONLY Approved for CO: SIGN ON REVERSE SIDE. (Additional Cost) $ TO BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT The undersigned, hereby applies to do work according to the following specifications: Job Location am&7 f­► e-e, 1"0-0 Lot No. Side of Street Zone Applicant C"V1 0, 0 6 Tel. # X3a-4l80'3 Address �'« �°-rt� 5+ Zip CSIOG Lic.# STREET - CITY TATE Owner MO rt^1 5 &CS o cl a_- e_S Address 1 S �►�rn�l�'c t,JG-ice S.V. Architect Address Size New Area: Ft. Front Overall Ft.Deep Overall Total Area #Garages Lavatories No. of Families No. of Stories Construction Bathrooms Rooms 1st 2nd 3rd Size of Lot Dist. from Street Line Dist. from Side Street Line Purpose of this Permit 70 _7/l s-tc.-1 l Le* -1 Dr► f s ho— o1c ldl,�rti .3 X Af 7V �c�17 'iC��d�,�ir►t ` v�ur c �� City Water ❑ Well ❑ Septic ❑ Sewer ❑ Approved by Date BD1A 11/88 I h reby agree to conform to all the requirem nts of th Laws of the State of Connecticut and th 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 a zone in which this building and its use is allowed. Signed 9�a� I hereby apply for a Certificate of Occupancy for the work described in this application for permit. Signed —DO NOT WRITE BELOW THIS LINE— INSPECTION RECORD Footing Framing Foundation Fireplace/Chimney Insulation Plumbing Permit# Inspections: HVAC Permit# Inspections: Electrical Permit# Inspections: Sprinkler Permit# Inspections: Electric# ��� APPLICATION FOR BUILDING PERMIT Plumbing# 145 COMMERCE WAY HVAC # 22985 Date: — Sprinkl r# No. FINAL APPRO S Estimated Cost $.3so 1 Building G �6 COMPLETE RED BOXED AREAS Permit Fee $ � Engineer' g TYPE OR PRINT ONLY Occupancy Fee $ Affidavit SIGN ON REVERSE SIDE Appr.for CO. Total Fee $ AK-) TO BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following specifications: Job Location �f_ Cvsr�, �r�� U4,u Lot No. Side of Street Zon Applicant ® Tel. # 37�-0 Address I& i" Zip o6 Owner F�-(.J�� ('s-T Address r C��ve-C- �` Architect Address Sq. Ft.New Area: Ist Fl. 2nd FI. 3rd FI. Total New Area #Rooms # Lavatories #Bathrooms #Garages Purpose of this permit: /Vo" beaJii IV a /7`i 04 City Water 2 Well 0 Septic System 0 Sewer J Use Group N Construction Type /U Area / Basement Garage Approved by Date it y Reused 6/95 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 a zone in whi this building and its a 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 PERMIT U DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT 13"1 Application is hereby : TOWN OF SOUTH WINDSOR BUILDING INSPECTION DEPT. APPROVED DISAPPROVED 1540 SULLIVAN AVENUE 1 �b 644-2511 Ext. 230 Date in nspector Application must be printed or typed e 1 . LOCATION OF JOB FEE $CIIEDULE No . Street $ 0 - $19000 - $10.00 Floor Apt . No. Over $1,000 - $10.00 2 . OWNER ky7o per $1 ,000 or /l fraction thereof 3. ADDRESS C-W5T IZIAX�1�27rgI4 0(01t1z 4. APPLICANT J S . ADDRESS Z36)�d � 6, ESTIMATED COST $/Q, 000 7 , IS THIS A CONTRACT COST s 8. FEE ENCLOSED $ x 9. TYPE OF BUILDING; `���� RESIDENTIAL COMMERCIAL 10. TYPE OF JOB: Original Installation Alteration/Addition/Repair R0 3A 11/88 APPLICATION FOR ELECTRICAL PERMIT (Continued from Reverse Side) 11 . LOCATION OF JOB1L�pl.� /,z ; ) NO. STREET APT. NO , 12 . TYPE OF INSTALLATION 13 . SIZE OF MAIN FEEDER 14 . NO. OF LIGHT LOOPS 15 . NO. OF HEAT LOOPS 16. NO . OF POWER LOOPS 17 . NO. OF LIGHT OUTLETS 18 . NO . OF HEAT CIRCUITS 19 . NO. OF POWER OUTLETS 20 . NO. OF CONVENIENCE OUTLETS 21. NO. OF HEAT CIRCUITS 22 . NO. OF POWER CIRCUITS 23. NO. OF LIGHT CIRCUITS 24. SIZE OF HEAT CIRCUITS 25 . NO. OF MOTORS 26 . NO. OF PANELS 27 . TOTAL WATTAGE 28 . NO. OF POWER FEEDERS 29 . NO. OF SWITCHES 30. A/C LOAD 31. SIZE OF POWER FEEDERS 32. NO . OF FIXTURES -,-- 33. TOTAL HORSEPOWER 34 . NAME OF SUBCONTRACTORS AND THEIR TRADES 35 . REMARKS AND FURTHER DETAILS : 0- 7-0 AWIx) ea4 6ZZ,,e��, 7-0 z3 LICENSi NO. SIGNATURE OF APPLICANT DATE PHONE NUMBER: `_, ic �� � `� Electric# 9 41 APPLICATION FOR BUILDING PERMIT Plumbing# 145 COMMERCE WAY HVAC # Date: Sprinkler# No. 23086 FINAL APPROVALS Estimated Cost $ %6000 Building 7 �7 COMPLETE RED BOXED AREAS Permit Fee $ [ c, i Engineerin TYPE OR PRINT ONLY Occupancy Fee $ Affidavit SIGN ON REVERSE SIDE ' Appr.for CO. Total Fee $Izo' 00 TO BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ Th and rsigned hereby applies to do work according to the following specifications: Elefi✓ �L Z,_oS Job Location / Lot No. Side of Street Zone o Applicants 22.s.s o Tel.# 6o�3— Addr ss Zip GYJ Lic. # v Own r 'g Address 14' Architect�os��v`l /�, c Address !�G Sq. Ft. N w Area: 1st FI. 2nd FI. 3rd A. Total New Area #Rooms # Lavatories `` #Bathrooms // #Garages Purpose of this permit: �a�c r��� �/Q L7 H �r'Qd� �-n� Zir—��i-/ yC,� City Water C Well ❑ Septic System ❑ Sewer Use Group Dv Construction Type Area / Basem nt Garag Approved by �- Date q 1f - R•v:.d 6/95 1 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 a zone 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 a1FI ASSCC%ATES, XNC. • r P. (ro se set) _- 274.07' ' 21 iQ 25' Rea Yard — ...- -- - 113 ZO A C.—l .r 30, 14 2 Sci.F�. Sq.Ft. 30, 3 6/ S so 1 G19r7 tj lap let: E I Light vghf •�v ¢�i..z I N ro►� + I N Ico Proposed b -•oe A ' 1 .1/y( � i Re t Wall ), i 1 o Light ' N �0 p _ i G -LightUO . I l� Conc.Ret. Wall U) i L�gh t 7• 20• il 24• J► lGo• ' IO' fight-7 24• 3e Sef� c•9�t ti, rLi � 49.�8' 0`07- R=4,0(0 7. 8►1' � �' z.F COMMEf�C WA Y PLOT PLAN South Windsor BUILDING DEPARTMENT :;r; :t•I�t �..,k.�f..+.. ate:r, �, •rt�}r'�'t!f �'hrc�RlxPb9c;d bVili;�•'►$ or :.. n0"tt1w with aTr*"d•'' t t CERTIFICATION OF ZONING COMPLIAKE quilding and -..ta � ;sued by t:,F 'utidi• + r Proposed buiiding(s), use(s) andl®r stf= oumf g) of a v- �t this app!'c.� ,n a d k ,Y as shown on this plan appear(g) to b@ IN pe""'t. _ conformance with current South Wilid§f Signed - r rov. << < i n d regulations. Variances and special b p i®F order- n. . . � g - �:-.�_ may apply. ;_. �// .a Zowng EnforcemeAt Offl r �. . PERMIT a DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT Application is hereby : TOWN OF SOUTH WINDSOR BUILDING INSPECTION DEPT. APPROVE DISAPPROVED 1540 SULLIVAN AVENUE Zff l-4� je� 644-2511 Ext . 230 Date Building Inspector Application must be printed or typed 1 . LOCATION OF JOB /YS COwtk14 eOCe Wa FEE SCHEDULE No . St eet $ 0 - $19000 - $10.00 Floor Apt . No. Over $1.000 - $10.00 per $1 .000 or 2 . OWNER t5r�b ©CPO 17w�o�S fraction thereof 3. ADDRESS CD nt w+ yet e`e t;Jo�jr 5 G� use r C 7 . 4. APPLICANT y KK(V) f S So ADDRESS S- C f. 6. ESTIMATED COST $ $ZO p b 7 . IS THIS A CONTRACT COST e o OU 8. FEE ENCLOSED $ �Q 9. TYPE OF BUILDING: Zp�6 RESIDENTIAL &,--�COHMERCIAL 10. TYPE OF JOB: y Original Installation Alteration/Addition/Repair On 3A 11/88 APPLICATION FOR ELECTRICAL PERMIT (Continued from Reverse Side) 11 . LOCATION OF JOB !LlS ComolerCe- WOy _ NO . STREET APT. NO , 12 . TYPE OF INSTALLATION OLZer Ro r- dte&ej � K- 13 . SIZE OF MAIN FEEDER 14 . NO . OF LIGHT LOOPS 15 . NO. OF HEAT LOOPS 16. NO . OF POWER LOOPS 17 . NO. OF LIGHT OUTLETS 18 . NO . OF HEAT CIRCUITS 19 . NO. OF POWER OUTLETS 20. NO. OF CONVENIENCE OUTLETS 21. NO. OF HEAT CIRCUITS 22 . NO. OF POWER CIRCUITS 23. NO. OF LIGHT CIRCUITS .r 24. SIZE OF HEAT CIRCUITS 25 . NO. OF MOTORS 26 . NO . OF PANELS 27 . TOTAL WATTAGE 28 . NO . OF POWER FEEDERS 29 . NO. OF SWITCHES 30. A/C LOAD 31. SIZE OF POWER FEEDERS 32. NO. OF FIXTURES_ 33. TOTAL HORSEPOWER 34. NAME OF SUBCONTRACTORS AND THEIR TRADES 35 . REMARKS AND FURTHER DETAILS : Z 0 bm 1-�C-L' e r c k coo c wr eo w c V— V V LICENSE N0 . S GNATURE OF APPLICANT DATE PHONE NUMBER: PERMIT NO. 1 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT Application is hereby : TOWN OF SOUTH WINDSOR BUILDING INSPECTION DEPT. APPROV DISAPPROVED 1540 SULLIVAN AVENUE 644-2511 Ext. 230 Da a Building Inspector Applications must be printed or typed 1. LOCATION OF JOB: yu� Cowto e-r ce- tray FEE SCHEDULE 2. OWNER: `c Dr4nbc4er'S $ 0 - $1 ,000 - $10.00 3. ADDRESS: �y,� L°ow<v e4W-C. Octr Over $1 000 - $10.00 W r f per $1 ,000 or 4. APPLICANT: PMIQ4— ev�H t r! S fraction thereof 5. ADDRESS: 90 6. EST. COST: $ 7. IS THIS A CONTRACT COST? YES NO dC) _ 8. FEE ENCLOSED: $ 9. TYPE OF BUILDING: v RESIDENTIAL COMMERCIAL 10. TYPE OF JOB: ORIGINAL ALTERATION ✓ INSTALLATION ADDITION REPAIR BD 2A 11/88 APPLICATION FOR PLUMBING PERMIT (Cont. from Reverse Side) 11. LOCATION OF JOB: VT CONS M e t-C tL W O GENERAL PLUMBING 12. KIND OF INSTALLATION: A"600e Gtb944 SlBr�ae �lql� SIZE OF MAIN DRAIN 14. NO. OF TOILETS STYLE 15. NO. OF URINALS STYLE 16. NO. OF BATHTUBS 16A. NO. OF SHOWERS 17. NO. OF LAVATORIES 18. NO. OF SINKS 19. DISPOSAL 19A. DISWASHER 20. NO. OF CONDUCTORS SIZE 21. NO. OF STACKS SIZE 22. AREA OF ROOF 23. NO. OF CATCH BASINS 24. NO. OF FLOOR DRAINS 25. NO. OF OTHER FIXTURES KIND 26. ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW? 27. SIZE OF WINDOW 28. IF NO WINDOW, WHAT KIND OF VENTILATION IS THERE? 29. SIZE OF DUCTS 30. SEWER OR SEPTIC TANK? 31. SIZE OF WATER MAIN 31A. SIZES OF WATER PIPING & RISERS 32. REMARKS AND FURTHER DETAILS I w&kcl I p K ,SU COt0 S 7e r CL J t eC_ WATER HEATER 33. TYPE 34. MANUFACTURER TANKS SAFETY DEVICES TEMPERATURE 35. CAPACITY et 0H S 39. RELIEF VALVE 36. TEST PRESSURE LBS. 40. MANUFACTURER 37. WORKING PRESSURE 4 - LBS. 41. PRESSURE RELIEF VALVE 38. TYPE 0 rbvel �Gc�� 42. MANUFACTURER P-`1 LICENSE NO. n A dvfGNATURE OF APPLICANT PHONE NO. 6_2 9-gd7S Bectric# 7 S3 APPLICATION FOR BUILDING PERMIT Plumbing# 145 Commerce Way HVAC # 0`7 27823 [DNt Sprinkler# N0' FINAL APPROVALS Estimated Cost Building COMPLETE RED BOXED AREAS Permit Fee $ Engineering TYPE OR PRI IT ONLY Occupancy Fee Affidavit Appr.for CO. d! SIGN ON REVERSE S®E Total Fee a S TO BIALD DEPARTMIRZ,TOWN OF SOUTH WWDSOR,CT Additional Cost)WG ram' The undersigned hereby applies to do work according to the following specifications: Job Location 14 M e4-c Lot No. Side of Street 0 or Zone Applicant 15 ec `L Tel# Wgi!>-9Z�Q Address d o Zip Lic.# Owner 1�Oe{O Y'�b s Address �rG� ti1 5 J '+'• Architect � Address d 0 r r S%Ft.New Area: 1st Fl 2nd Fl 3rd Fl Total New Area P'Sa54•mac= #Rooms #Lavat ies #Bathr°O�'s #Garages Purpose of this permit-. .&,n AA31- owild City Water ❑ Well ❑ Septic System 0 Sewer 0 Ins. H.O. S.P. Cert. Area Basement Garage Approved by IJ WL, Date Use Group 'Z Construction Type Revsed 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 nd is use is allowed. Signed eac'-e A4v-e'-1j I U - I hereby apply for a Certificate of Occupa cy for the yvo described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Location of Job: AFFIDAVIT Additional Fee$ —C) -- State of Connecticut ss.South Windsor County of Hartford (� I R .J•� � Owner of A t fo the building erected under Permit No. 1 a 23 Contrac issued by the Building Department of the Town of Sout Windsor being duly sworn,make oath and say that the actual cost of the completed work authorized under sai pe mit did not exceed the submitted estimated cost Signed Subscribed and sworn to before me this 7 day of A.D.20_4 Estimated Cost$ '�t �U Difference: $ �v tary Public Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-27823-B 250,000 BO1 FOOTING 05/14/01 CJD A W/FOREMAN BO1 FOOTING 05/16/01 JFF A WITH CONTRACTOR WALL POUR COL LINE 1 A TO C LINE A 1 TO 2 REBARS IN PLACE BO1 FOOTING 05/18/01 MJS A ADDITIONAL 40' OF FOOTING-PARTIAL ONLY B03 FRAMING (ROUGH) 05/22/01 JFF A WEST WALL CENTER SECTION REBARS IN PLACE LEFT NOTICE OF APPROVAL BO1 FOOTING 05/24/01 MJS D CLEAN MUD FROM BOTTTOM OF FORMS-STEEL NOT IN PLACE WILL RETURN IN HALF HOUR BO1 FOOTING 05/24/01 MJS A FOOTING PARALLEL WITH STREET - OK TO POUR W/CONTRACTOR B03 FRAMING (ROUGH) 05/29/01 JFF A WITH CONTRACTOR FRONT WALL POUR LINE 5 E TO C REINFORCEMENT IN PLACE BO1 FOOTING 05/31/01 JFF A COL PIERS LINE E 2 3 4 PO4 GAS TEST 08/01/01 JFF A WITH CONTRACTOR LEFT NOTICE OF APPROVAL E03 ROUGH 08/03/01 CJD A W/ELECTRICIAN **-11107-H 8,000 **-1159-5 10,430 **-17353-E 11,000 Total Est Value 279,430 SITE COMPLIANCE CHECKLIST TOWN of SOUTH WINDSOR, CONNECTICUT 145 COMMERCE WAY LOT_#20 Reviewed By ( Bering) PDS ENG/CONST Date Reviewed Ff O pprove /Denied 107 OLD WINDSOR ROAD,BLOOMFIELD,CT Reviewed B ON-4 02 Planning) BP_#_27823_ Ph_# (203)242-8586 Date Reviewed 7 i rov /Denied Date Submitted 00/00/00 ***** FOR C o 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 V/ 1. Approved building permit plan V 2. Finish grading per approved building permit plan 3. Site work; i.e. trees, shrubs, dumpsters, required parking 4. Utility location; 7 a. sanitaryse system / sewer/ Ptic Y b. foundation drain lVa 1^.rveri 60 VY C. electrical & telephone d. water e. other 5. Sewer connection charge paid 6. Appropriate certification 7. Bonding 8. Planning & Zoning/ / Inland Wetlands Considerations ✓ A. Lighting B. Signage / Freestanding Wall ✓ C. Fee in lieu of Open Space P Sewer Permit No. -71-,5- Pavement Excavation No. COMMENTS: DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WIlVDSOR PERMIT# Applicatio by: 1 ?3 S3 BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 772 644-2511 ext. 230 -7 Wa3 Date Zing I pector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$13.00 treet No. Street Lot No. Over$1,000= $13.00 per$1,000 or any fraction thereof Tenant Designation :XApt:.No. APPLICANT APPLICANT ADDRESS !'11;14111111 l APPLICANT PHONE# �00 O W N S F,q OWNER OWNER ADDRESS OWNER PHONE C ESTIMATED COST$ /Low'r IS THIS A CONTRACT COST? es ❑ No FEE ENCLOSED$ 7 OR CO TYPE OF JOB: S . © New Installation Z/Alteration/Addition/Repair Revised 5101 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED A BUILDING PERMIT APPLICATION? ®'�NO LJ IDENTIAL 21BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ENGINEER'S NAME PHONE ❑FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑MIXED USE CITY STATE ZIP TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS 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 SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK 1114. lie at/a�/ z-�z THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH W RK. CONTRACTORS LIeENS ST kTE SIGNATURE OF APPLICA DATE DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: t( ( BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 3� 1 644-2511 ext. 230 0-7 g � Date Building Inspector Application must be printed or typed Location of Job: FEE SCHEDULE &--LIZ2 $0-$1,000=$13.00 Street No. Street Lot No. Over$1,000= $13.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANTI APPLICANT ADDRESS s.. O APPLICANT PHONE# — IVY/� Y ';:L �CE!(( Q((— OWNER �a 9�` NS7-,qlg lot OWNER S t,4 f OWNER ADDRESS x :M; s tiv S i OWNER PHONE C ESTI1gATED COST$ ITA © 0 IS THIS A CONTRACT COST? Yes Q No r FEE ENCLOSED$ TYPE OF JOB: SOR-CO O New Installation AAlteration/Addition/Repair Revised 8/99 APPLICATION FOR HVAC PERMIT (Continued from reverse side TYPE OF SYSTEM: TYPE OF BUILDING: /"EATING ❑RESIDENTIAL ❑A/C ❑COMMERCIAL ❑VENTILATION ❑INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC ❑WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADN TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE °F DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) GROSS HEATING CAPACITY(INPUT-BTUH) NET RATING(OUTPUT-BTUH) TYPE OF FUEL ❑ OIL-GPM OIL TANK LOCATION:❑INSIDE❑ OUTSIDE CAPACITY XGAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE I STATE SIGNATURE OF APPLICA DATE 1 7/ 0/ DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT Application is hereby: TOWN OF SOUTH WINDSOR PERMIT# BUILDING DEPARTMENT S9 APPROVED 1540 SULLIVAN AVENUE j 94.1-1 644-2511 ext. 230 Bldg.Permit# ate Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: /w Street N � via V 2 $0-$1,000=$13.00 o. Sheet Over$1,000= Lot No. $13.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS D APPLICANT PHO NE# * N S OWNER t[v OWNER ADDRESS o c� OWNER PHONE ESTIMATED COST$�Q O 0 IS THIS A CONTRACT COST? k es O No FEE ENCLOSED$ A13 ,0 O OR. O TYPE OF J B: C *New Installation O Alteration/Addition/Repair Rcvised 8/99 I ti APPLICATION FOR SPRINKLER PERMIT (Continued from reverse side) TYPE OF BUILDING TYPE OF CONSTRUCTION USE GROUP NO. OF STORIES ❑RESIDENTIAL IS THIS APPLICATION ASSOCIATED WITH A ❑BUSINESS BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ASSEMBLY 5 ,_j_� � ❑ MERCANTILE CURRENT USE AND OCCUPANCY T ❑ EDUCATIONAL ❑ INSTITUTIONAL FUTURE USE AND OCCUPANCY '(� ❑FACTORY XS0'TORAGE ENGINEER'S NAME �Te OaeC �t2 AP-HONE `9 g� -0 4 O ❑MIXED USE UGARAGE ADDRESS j 5 !�W.,e (Other please specify) CITY O(�' , STATE o ZIP 0 71{ ��//�� KIND OF INSTALLATION ❑DRY J6 ET ❑ COMBINATION ❑ CHEMICAL SIZE OF MAIN DRAIN WATER PRESSURE AT STREET(PSI) ARE SPRINKLER HEADS ALTERED? ❑YES QJ�NO IF YES,CHECK ALL THAT APPLY: ❑ADDED ❑DELETED ❑ALTERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) J<PROFESSIONAL ENGINEER ❑ INSURANCE COMPANY WATER FLOW WATER PRESSURE AT SPRINKLER HEADS(PSI) c) ARE PUMPS REQUIRED? ❑YES �NO IF YES, CHECK ALL THAT APPLY: ❑FIRE ❑ BOOSTER ❑ OTHER ARE STANDPIPES PROVIDED? ❑ YES <NO IS A SPRINKLER SYSTEM PROVIDED? �ES ❑NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING �-C GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI DESCRIPTIOTI OF WORK '44 P A(,-Jj t"A )0--e tc- t'J M Y 4 -1 C 1 _ 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. D —/ 9 CONTRACTORS LICENSE NO ) TYPE STATE SIGNATURE OF APPLICANT DATE 7 l �f z— STRUCTURAL ENGINEERS Statement of Special Inspections CONNECTICUT ENGINEERS IN PRIVATE PRACTICE Project: ROGO Location: 145 COMMERCE WAY Owner: DAVE HELLER. Owner's Address: 145 COMMERCE WAY SOUTH WINDSOR Architect of Record: SUZANNE HOY AIA Structural Engineer of Record: FRANK C. BORAWSKI PE 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 Inspection Services 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 Building Official,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 Building Official,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 Building Official,Owner,Structural Engineer and Architect of Record. A Final Report of Special Inspections documenting completion of all required Special Inspections and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy. Job site safety and means and methods of construction are solely the responsibility of the Contractor. Interim Report Frequency: Monthly Or❑per attached schedule. Prepared by: �o� OF NF •►,� T Q-l�N `� 1.14"ws �s•�.�r�KC �pR4.10 (Type or print name) No.13422 440 #,ii a, Signature Date Owner's Authorization: Building Official's Acceptance: 11 � j-) - s � o� Signature Date Signature Date SEC/CT Form 101 Statement of Special Inspections ©SEC/CT 1999 Sheet 2 of 8 Project: ROGO Schedule of Special Inspection Services The following sheets compromise the required schedule of special inspections for this project. The construction divisions which require special inspections for this project are as follows: ❑ Soils and Foundations ❑ Cold-Formed Steel Framing ❑ Cast-in-Place Concrete ❑ Spray Fire Resistant Material ❑ Precast Concrete ❑ Wood Construction ❑ Masonry ❑ Exterior Insulation and Finish System ❑ Structural Steel ❑ Special Cases Inspection Agents Firm Address 1. Special Inspector Frank Borawski,P.E. 56 Highwood Simsbury,CT 06070 2. Testing Laboratory Eastern Material Testing 114 Woodlawn Road Berlin,CT 06037-1535 3. Testing Laboratory 4. Other Note:The qualifications of all personnel performing Special Inspection activities are subject to the approval of the Building Official. The inspection and testing agent shall be engaged by the Owner or the Owner's Agent,and not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official,prior to commencing work. The credentials of all Inspectors and testing technicians shall be provided if requested. It is recommended that the person administering the Special Inspections program be a Professional Engineer experienced in the design of buildings Key for Minimum Qualifications of Inspection Agents(where indicated on Schedules) PE Professional Engineer EIT Engineering in Training ACI American Concrete Institute Certified Concrete Field Testing Technician AWS American Welding Society Certified Welding Inspector ASNT American Society of Non-Destructive Testing Level II or III Qualifications of inspection agents may be indicated on the Schedule in instances where the Structural Engineer deems such requirements are appropriate. SEC/CT Form 101 Statement of Special Inspections ©SEC/CT 1999 Schedule of Special Inspection Services Sheet 3 of 8 Cast-In-Place Concrete Project:ROGO Item Agent No. Scope Qualif.) 1. Mix Design 1 REVIEW MIX DESIGN 2. Material Certification 3. Reinforcement Installation 1 RANDOM REVIEW OF INSTALLATION PER ACI 318 4. Post-Tensioning Operations 5. Batching Plant 6. Formwork Geometry 1 VISUAL OF IN PLACE FORMWORK 7. Concrete Placement 1 VISUAL OF PLACEMENT 8. Evaluation of Concrete 2 FIELD SLUMP TEST ACI 5.9,5.10 Strength PREPARE CYLINDERS DAILY NOR LESS THAN ONCE FOR EACH 150CY OF CONCRETE PER ACI 318 5.6 9. Curing and Protection 1 VERIFY IN FIELD 10. Other SEC/CT Form 101 Statement of Special Inspections ©SEC/CT 1999 Schedule of Special Inspection Services Sheet 4 of Soils and Foundations Project: ROGO Item Agent No. Scope (Qualif.) 1. Shallow Foundations 1 REVIEW SOIL CONDITIONS AT BOTTOM OF FOOTING TO CONFIRM CONSISTENCY WITH BEARING ASSUMPTIONS AND PROPER PREPARATION 2. Controlled Structural Fill 2 PERFORM MODIFIED PROCTOR DENSITY TEST FOR SUBMITTED MATERIAL OBSERVE PROPER COMPACTION IN 8"LIFTS TO MODIFIED PROCTOR DENSITY 3. Deep Foundations 4. Other SEC/CT Form 101 Statement of Special Inspections ©SEC/CT 1999 Schedule of Special Inspection Services Sheet 5 of 8 COLD-FORMED STEEL FRAMING Project: (>.d GD Item Agent No. Scope (Qualif.) 1. Member Sizes 1 VERIFY IN FIELD 2. Material Thickness 1 VERIFY MATCHES PLAN 3. Material Properties 4. Mechanical Connections 2 CHECK BOLTS 5. Welding 1 VISUAL 6. Framing Details 7. Other SEOCT Form 101 Statement of Special Inspections ©SEC/CT 1999 Schedule of Special Inspection Services Sheet 6 of 8 Exterior Insulation & Finish Systems (EIFS) Project: KO&O Item Agent Scope No. Qualif.) 1. Material Specifications 2. Laboratory Tested Fire Resistance Design 3. Schedule of Thickness 1 FIELD VERIFY 4. Surface Preparation 1 FIELD VERIFY 5. Application 1 FIELD VERIFY 6. Curing and Ambient Condition 1 FIELD VERIFY 7. Thickness 8. Density 9. Bond Strength SEC/CT Form 101 Statement of Special Inspections ©SEC/CT 1999 SEC/CT Form 101 Statement of Special Inspections ©SEC/CT 1999 Schedule of Special Inspection Services Sheet 7 of 8 Masonry Project:ROGO Item Agent No. Scope Qualif.) 1. Material Certification 2. Mixing of Mortar and Grout 1 FIELD VERIFY 3. Installation of Masonry 1 FIELD VERIFY 4. Reinforcement Installation 1 FIELD VERIFY 5. Grouting Operations 2 TEST CUBES 6. Weather Protection 1 FIELD VERIFY 7. Evaluation of Masonry Strength 8. Anchors and Ties 9. Other � F• SEC/CT Form 101 Statement of Special Inspections ©SEC/CT 1999 Schedule of Special Inspection Services Sheet 8 of 8 Structural Steel Project:ROGO Item Agent No. Scope Qualif.) 1. Fabricator Certification/ Quality Control Procedures 2. Material Certification 1 REVIEW MATERIAL IDENTIFICATION MARKINGS PER AISC ASD SECTION A3.4 3. Open Web Steel Joists 4. Bolting 2 RANDOM TESTING OF HIGH STRENGTH BOLTS. TURN OF THE NUT 5. Welding 2 VISUAL WELDING INSPECTION PER AWS 6.Sear Connectors 7. Structural Details 8. Metal Deck 9. Other SEC/CT Form 101 Statement of Special Inspections ©SEC/CT 1999 � ~ ' . � All `^— down laws an(i Signed *pw-,'"Ld /",PlIctor ----- — nate __—_�_' — ~ STRUCTURAL ENGINEERS Final Report of Special Inspections ('-4-L-112U i CONNECTICUT ENGINEERS IN PRIVATE PRACTICE Project: ROGO Location: 145 COMMERCE WAY Owner: DAVE HELLER. Owner's Address: 145 COMMERCE WAY Architect of Record: SUZANNE HOY A.I.A. Structural Engineer of Record: FRANK C. BORAWSKI P.E. To the best of my information,knowledge and belief,the Special Inspections required for this project,and itemized in the Statement of Special Inspections submitted for permit,have been performed and all discovered discrepancies have been reported and resolved other than the following: Comments: (Attach continuation sheets if required to complete the description of corrections) Interim reports submitted prior to this final report form a basis for and are to be considered an integral part of this final report. Respectfully submitted, Special Inspector Pefg, ype or print name .0 % No. 13422 v .. Q °C E ® �` ° o ENS � ° ,�.• ' ®pos �'/O NAL ��g3` QYJ3111t Signature Date Design Professional Seal \\Pdsec0 I\projects\Active\Rogo South Windsor\SCHEDULE OF SPECIAL INSPECTIONS wpd i