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HomeMy WebLinkAbout12 Podunk Circle (2)FINAL IN P C ON . 16uilding APPLICATION FOR BUILDING PERMIT Plumbin HVA Date: SIris Sprinkler 12 PODUNK CIRCLE ElectrigaM ell Estimated Cost $ (07 0©O Zoning Permit Fee$1070 Affidavit S NO. 22174 Occupancy Fee $ Dept. Fire COMPLETE RED BOXED AREAS. p'73 Health Dept. Fire Dept. TYPE OR PRINT ONLY Total Fee $ SIGN ON REVERSE SIDE.Approved for CO: z S Additional Cost) $ TO BUILDIN PARTMENT, TOWN OF SOUTH WINDSOR, CT The undersi ed, hereby applies to do work according to the following specifications: Job Location Lot No. Side of Street ' Zone Applicant Tel. # Address Zip Lic.# Owner AMR,CT 05074.0613 STY Address STATE Archite r— dress r l All),c.Ja Size New Area: Ft. Front Overall Ft. Deep Overall /Z Total Area 1 Garages -/ Size of Lot Dist. from Street Line Lavatories / Bathrooms A- Rooms 1 st 0 2nd 3rd Purpose of this Permit b • W I'44- a, City Water e--- ! Well 0 Septic 0 Sewer 9- Use Group Construction TypeG- 3 d Approved by J Date Z rs C2 5 1 BD1A 11/88 I hereby agree to conform to all the requir ments of the Laws of the Stat 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 distanc VPr{ay ptfker r s p ION INClocatedinazoneinwhichthisbuildinganditsuseisallowed. q lC L[Ar {]11 l f V r l P.O. BOX 613 Signed i-- C cJQ SOR, CT 06074-0613 I hereby apply for a Certificate of Occupancy for the work described in this application for permit. Signed 1t_. l F(0NSTkUL:1a'' DO NOT WRITE BELOW THIS LINE—SO.WINDSOR ' INSPECTION RECORD Footing Framing Foundation Fireplace/Chimney Insulation f Plumbing Plermit# Inspections: HVAC Permit# Inspections: Electrical Permit# Inspections: Sprinkler Permit# Inspections: 120 . 00 Location ofJob AFFIDAVIT Addit al Fee ..................... State ofConnacdut ss County ofHartford I. of.. Agent forbuilding Oppgood under C Permit No. ......221.7 4............... issued by the Dept of Building of the Twm of South Windsor being duly swam make oath and say that the actual cost of the =mpleted work authorized under said permit did not @=eed the most current a=pted 8CCA value of .$8 5 512 0 0:. . . . . . . . . . . . . . Si ed . J't.-,.. J.... ....gn ... Subscribed and sworn to before me this 41 . . . . ... .day of . . .. .A.D.19 . Estimate Cost s 7 4, 5 0 0. 0 0 70Difference: 3 11, 012 . 0 0 Nv 1b iG Inspection / Approval Date By Appl Code Description Due Whom Code Comment 95-22174-B 67,000 BO1 FOOTING 04/19/95 JFH D TOO MUCH MUCK B01 FOOTING 04/19/95 JFH A REAR FOOTINGS SPREAD TO 3' S 5/8 REBAR ADDED B02 FOUNDATION 04/25/95 JFH A B03 FRAMING (ROUGH) 05/22/95 JFH D NOT READY E03 ROUGH 05/22/95 JFH D NOT READY P02 UNDERGROUND 05/22/95 JFH A P03 ROUGH 05/22/95 JFH A WATER TEST B03 FRAMING (ROUGH) 05/24/95 JFF D FIRESTOPPING E03 ROUGH 05/24/95 JFF D NOT TIED IN FLOOR POURED E03 ROUGH 05/24/95 JFF A E01 SERVICE 05/24/95 JFF A RELEASED OK B03 FRAMING (ROUGH) 05/26/95 JFH A B04 INSULATION 05/26/95 JFH A B03 FRAMING (ROUGH) 05/25/95 JRC A DRAFTSTOP @ OPEN WEB TRUSSES IN PLACE B04 INSULATION 05/25/95 JRC A PO4 GAS TEST 06/28/95 JFH D IMPROPER VNTNG NEEDS SILICONE APPL/AIR TST OK PO4 GAS TEST 07/19/95 JFF D SEAL FLUE PO4 GAS TEST 07/20/95 JFF A B10 FINAL 08/24/95 JFF D SUMP PUMP SILL COCK BACKFLOW PREVENTERS B10 FINAL 08/28/95 JFF A REINSPECTION FOR CO & CLOSEOUT OK 95-9573-P 3,000 95-9195-H 3,000 95-13457-E 1,500 Total Est Value 74,500 Dwelling 1,515 61,993.80 Basement 759 9,411.60 Garage 308 3,819.20 Smoke Det 6 450.00 BOCA Value 85,512.30 i ZQDiffrence11,012.30 SITE COMPLIANCE CHECK IST TOWN of SOUTH WINDSOR, TICUT 12 Podunk Circle LOT 2 Re 1 41 n ineering) MAPLE LEAF CONSTRUCTION Date Reviewed - pprov Denied PO BOX 613,S0UTH WINDSOR,CT Reviewed By Planning) BP_# 22174_ Ph # (203)528-2535 Date Review p' j pprov Denied Date Submitted 07/26/95 FOR C of ****' 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, dumpsters, required parking 4. Utility location; a. sanitary sewer/s b. foundation drain c. electrical & telephone d. water e. other 5. Sewer connection charge paid 6. Appropriate certification 7. Bonding 8. Planning & Zoning/ Inland Wetlands Considerations Sewer Permit No. Pavement Excavation No. COMMENTS: SITE COMPLIANCE CHECKLIST TOWN of SOUTH WINDSOR, CONNECT CUT 12 Podunk Circle LOT_# 2 Reviewed Engineering) MAPLE LEAF CONSTRUCTION Date Reviewed - - Ap roved PO BOX 613, SOUTH WINDSOR,CT Reviewed By Wi/ Planning) BP_# 22174 Ph_# (203)528-2535 Date Reviewed Y// 4 pprove eni Date Submitted 04/05/95 FOR BUILDING PER In accordance with the Zoning and/or Subdivision Regulations, prior to the building of any structure on a lot, a Topographic Plot Plan shall be submitted for approval. The minimum requirements shall include: Approved Denied N/A 1 . Name, address & phone number of owner/applicant 2 . Name, address & phone number of plan preparer 3. Zoning Information - i .e. zone, open space, floodway, etc. 20 4. Plot Plan at 1 " = 44' scale a. Subdivision reference, abutting properties, etc b. Easements of record c. Lot description, bearings, building lines, distances, area, etc. d. Contours, existing & proposed, 1 or 2 ft. interval where appropriate e. Building location with dimensions. Elevations of proposed finish floor, garage floor & centerline of road at driveway f. levations of gravity drainage systems, sanitary Cfoundatilondra ia t the house and the street g. Tentative utility location (gas, water, electric, s m, etc. ) h. Title block with name and address of preparer, date, appropriate certification, live seal and live signature consistent with the Board of Registration requirements. (P.E. & L.S. ) 5 . Sedimentation and erosion control 6. Special Planning & Zoning, Inland/Wetlands considerations (Plans on file w/Town Clerk) COMMENTS: D-6 Sla'--r jpc"y A-- vow 644 , V4 -Ili, , , ate, 1-11 zZCUII% f t' r. ENGINEERIN south WindsorCORPORATIN13UILDINGDEPARTMENTLETTE10FTRANSMIAL To: Re: Attention: Date: GENTLEMEN: WE ARE SENDING YOU Attached Under separate cover via the following itemsShopdrawingsPrintsPlansSamales Copy of letter Change order SENT TO US BY: COPIES DRAWING NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: For approval Approved as submitted Resubmit copies for approval For your use Approved as noted Submit copies for distribution As requested Returned for corrections Released for fabrication For review and comment REMARKS: Copy To: Signed: MANUFACTURERS OF ROOF S FLOOR TRUSS SYSTEMS 181 G dwin St. P.O.B x 51027 Indian Orchard,Mass.01151 T I.413-543-1298 TRUSS ENGINEERING CORP. LAURENO, OAK MEADOW TY A-2 LOT#2 W0#19649 LUMBER SPECIFICATIONS (NDS 1991) MEMBER FORCES FROM LEFT TO RIGHT No excessive wane. knots or other defects Top Chord: 2X 4 MV-1.5E SPF MSR 1- 2 - -2099 1- 6 +1834 2- 6 -476 sha21 occur in plate contact area. BtRI Chord: 2X 4 1650f-1.5E SPF MSR 2- 3 -1662 6- 7 +1297 3- 6 +497 Where no rigid coiling is applied3- 4 - -1662 7- 5 +1854 3- 7 +497 webs 2X 4 Stud SPF 4- S -2099 4- 7 a -475 directly to the battoM Chard, it shall be braced at intervals not exceeding SO'-06. f n Ap 4x4'- 3XG 1)# 3x6(5p 1) • T 2 12 4Q 1.5X4 6 QE 1.5 0 a 1 3 Q 3XS- Ito I TLn a 3X4- 5X5wOG 1 6 to'-6' 1'-5. to-a, L R0 26 —6 R•43 B Am1349 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CON OR connaetor clues Snail be wide fro ao Wpm Bra@ t ABTN 1AA4-n) Prlfft not-aiopaa 1 t11111 L 0 A D I N G Designer: UP pplvsntr#d steel. Plates Mall of a001i6d to bdtn lams Of truss It sacn joint. Nhere ` clmwhsions are not snort. place pistils symnstrically so t the )Dint or me Inalcatmo '0<, yj CRITERIA: TPI Scale: 1/40 1 oy circles (al Cutting IN feorleatism small as atcOnDllshed using apuipsant whit" will produce snug fitttn4 joints and rally*=added plates. This Design saswiss tnot Top Chord 35.0 + 7.0 psi DATE: 04/ 4/ tna h:osprasslon top chord is continuously Graced by the roof sheathing. only ptrnansnt scrvctUral orscino ra luired of indirtaial towers is Moved on tni dssiorh. Truss can y tfB chord 10.0 p5 f Check by: IS as/hWwo ane can cause oehaps and personal injury it improperly installed and/or oracao. Persona erecting crwsas are advicso to sass profsasianal movies regarding o. 9897 • Total Load 52.0 pS f 11erSlan: 6.3 tmmOOro y erection orsc)no which is Sims roduirad to anvent t000lino Md domincino. W%Cing snsun on tmis oraring is NOT ERECTION BRACING RHar to.'11WINB WOOD TRLL3M OTAW 00 RECOV40N ATTOW as dualisfud by the jruss Plat•Institute for ir4ustrjr s sTEP Duration factor i5.0 x Drawing No.cd Standards in oractino trunts. ;TPI) is loeeted at m O'Onotrio Oriv suite top.fs ---C 6 Spacing 24.0" 0.C. wsotaoM 111 53739 Tel. We 033-3900 TRUSS ENGINEERING CORP. LAURENO, OAK MEADOW TY A-2 LOT#E2 WO#E19549 LUMBER SPECIFICATIONS (NOS 1991) MEMBER FORCES FROM LEFT TO RIGHT No excessive bane. knots or other defects Top Chord: 2X 4 165Df-1,5E SPF MSA 1- 2 - -1709 1- 6 +1507 2- 6 - -361 steal1 occur in plate contact area. Btel Chord: 2X 4 i650t-1.5E SPF MSA 2- 3 - -1440 6- 7 - t1056 3- 6 - +482 3- 4 - -i440 7- 5 ti507 3- 7 - +482 Where no rigid ceiling is applied Mebs 2X 4 Stud SPF 4- 5 -1709 4- 7 in -361 directly to the bottom chord it sriall be braced at intervals not exceeding W-0', f t 4^`+ 3 j - 2 4 i.R4 w 0 12 12 so2R. w 1+ BLS Ln 3X4- 5X5w/spl-d s:-9 :1e" 5'-2 7/e• s'-z 7/9' 5'-9 Ifa• 5 -o" 6-0" a a' P81114 1 1114 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR eonnauor plates or-all be aeon fro IO~ treoa A AST$ (M46-M PPIek noc-Oap0a0 N galvent:eo steal. plates small Ba Wol,so to Both faces of truss st own)olnt wham rg C y>> L 0 A D Z N G Designer: dtaansiont are not snow. olscs plates symotrically wont tw lotnt or a indicated i CRITERIA TPI Scala: 1/48 i try ciralas lol. cuttAl BAB fsoricstton Well a accospllMMd ustr,0 wipes+% rntch y;awillgrooucesnugfAttiml !pinta ano fully samoddea plate. Tm11 daalgn awupa that F; Top ChOf+d 35.0 t 7.0 p9 f ©ATE: 04/ / r tRa CBaDr'elatpn top cMroro is continuously bracsa By the roof snestning. Only BMrnan"t =y i w structural braey+p rso111n86 of ndtvtdual nmers As notes on cols assign Trusses to Btm Chord 10.0 psf Check by:as dangerous arm:an come ova"end personal Snlu" AI in sourly installed ans/or * oraceo. Parsons arectlns tmosse are aevlcao to Bask professional advice raps aim No. 9897 tasoorsry erection orsctne wnicn is elweya raouired to prevent toppling eno dseima". , ? Total Load 52.0 psf Version. 6.3 am vwnoratingsm on tnts orawunq As NOT ERECTION PACING. R 000eferto:*OWING e TRUSSES Duration;F`lSTEa:-'k.: Duration factor 15.0 % Drawing No.COMMENTARY AND REC000400ATIM' as owlisneo By trot Truss Plate Institute for Anou standsroo Mn e iractlnotrusses. (TPI) is locateo at 5n b'OnofrLo Drive. Suits s s/pM L `Spas ing 24.0" o.c. Neolson NJ 53719 lei: MEW M-5900 TRUSS ENGINEERING CORP. LAURENO, OAK MEADOW TY A-2 LOT#2 WO#19549 LUMBER SPECIFICATIONS (NDS 1991) MEMBER FORCES FROM LEFT TO RIGHT No excessive wane. knots or other defects Top Chord: 2X 4 1650f-1.5E SPF NSA 1- 2 - +0 1- 3 0 2- 3 -iS5 shell occur in plate contact area. Stm Chord: 2X 4 1650f-1.5E SPF NSR Webs 2X 4 Stud SPF 1 y E 2 1.5 4s U g Ln 2inX-4 Ito i 4a 3'-6` R=225 P=225 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR Conmac:or pistol small be moot from 20 gauge grads A ASTM IA446-721 Prune. not-olpoea 11H1ttNt1/ geivanirsd steel. Plata snali be sooliso to both•alas of truss at acn lotnt. Nnre %%N (`0 L 0 A D I N G Designer, CJP dimensions are not shown. oleo discos symatricaliv aoout ins ;dint or as indicotad ` 0 CAITEftIA TPI Scale: 1/2"`1byWelts (a) Cutting and febrlcettan Snell be ICCMI caned using equipment wnicn will Wcoucs awg fitting ldtnte and fully tebooded Distal. Tnts Caeign Houses snot ,'. Top Chord 60.0 } 7.0 psf GATE: 04/ / 5 the cowastion tdd enoro is continuously braced oy trot roof Snaatning, only permanent h e O G i structural arecing rsouirw of indlvidwl eMoors is noted on this design. Trusses can * Z Btfe chord 10.0 p$f Check by:a dongsrgue Into can cause duM and pereontl injury if improperly installed and/or braced. Persons srocting trues"art advicwd to seer professional advics regarding 9897 0 Total Load 77.0 psf Version: 6.3 tomrory orectlon bracing which is always required to orevent topoling and aaeinoing. i 0 l 4 81 gracing shown CA tnio growing is NOT ERECTION SWING. War to:1RACIM W=TAUSSES: sTE V Duration factor 15.0 x Drawing No.COWLf TARY AW RECON040ATIONS' ee oublithld by the trues Platt Institute for industr ste dsCndslin orlo Telg trusses.Td01 to located at 583 D'Onofrto Griw. Suite 200.V/; ou`i t 1`Spacing 24.C" 0.C. i 1 TRUSS ENGINEERING CORP. LAURENO,OAK MEADOW TY A-2 LOT#2 WO#19550 F-2 LIMBER SPECIFICATIONS (NOS 1991) ENBS FORCES FROM LEFT TO RIGHT Camber top and bottaN chords 1/2' Top Chord: (1)4X2 2100f-1.BE SPF NSR 1- 2 - +0 15-16 - +1125 1-15 - -50 8-22 - -122 at midspen.2- 3 - -2138 16-17 - +3131 2-15 - -1824 9-22 - +275 Btln Chord: {1)4X2 2100f-1.eE SPF MSR 3- 4 - -3922 i7-19 +4592 2-15 - +1609 9-23 - -515 No excessive went. knots or other defects Kabs 1)4X2 Stud SPF 4- 3 - -5250 16-19 - +5507 3-16 - -1577 0-23 - +547 shell occur in plate Contact area. Except as noted)5- 6 - -6152 19-20 - +6476 3-17 - +1255 10-24 - -869 FIELDWES1: (2) 4X2 Stud SPF 6- 7 - -6595 20-21 - +6704 4-i7 - -1223 11-24 - +901 APPLIED, X? LA '5TRDN68THE TO 8E CHORDWES25. (2) 4X2 Stud SPF 7- 8 - -5654 21-22 +6704 4-18 +901 11-25 - -1223 APPLIED, DIRECTLY TO THE BOTTOM CHORD 9- 9 - -6654 22-23 +6476 5-19 - -869 12-25 - +1255 AT INTERVALS NOT EXCEEDING 10' 2X6 9-10 - -6152 23-24 - +5807 5-19 - +547 12-26 - -1577 AT VERTICALS OR" (212X4'S IN THE SHAPE 10-1i - -5250 24-25 - +4692 5-19 -515 13-26 - +1609 OF AN L BETWEEN PANEL POINTS 11-12 - -3922 25-25 - +3131 6-20 - +189 13-27 - -1824 12-13 - -2138 25-27 - +1125 7-20 - -168 14-27 - -60 13-14 - +0 7-21 - +12 W-1 1/2" 1'-0' 12'-10 1/2' a o 0 0 li 13o i.sx4-s.5 Sx6-3X4-6 8 3X4- 10 4x5- 4 sxg- O- i.4 r 3X4- 5' Xi.5X4 i 1.5X4- m i P 6X9- 06- 3X4- 4X4- 4X6- BX9- 4X6- i6 5X5-i8 3X4-2O 1.5X4 22 3X4-24 5X8- i5 7 19 21 23 4XS- J I 2'-6'2'4'2'-6'2'-6 1 -3 34c 1 1/2 2'-6 3/4" 2'-6'2'-6 2'-6"2'-9' 281-0N R = 1508 P 1'.f06 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR TYPE:4X2 FLOOR TRUSS Corrector olatse snail w was fro.20 oau's Irma A AST14 WAG-721 Prism. not-aiooao L 0 A D I N G peiveniiad stemi pintos shill be wpiiso to oath faces at crust at sscn joint, won ` CQ Designer: CJP aiaensione are not snow, alien slates syuistricany spout tnm Taint or es indicated ` fir CRITERIA : TPI Galt: 1/4'-1 by circles (oi. cutting ana faoricetion small On acCoalishao using adutpa trnt" im ill oroducs W"tittin@ lointe sna fu11r HD590e0 plates. This anlgn aetuiaa Met =4 0- Z Top Chond 40.0 + 10.0 psf DATE: 04/ /95 C.-Lim Compression coo chore is contlnupualy ai•ecsa or tnm idol snaatninp, Only permanent p G structural preeing rmauirsm of indlviawl weave N noted on this design. Tlrirasas can * z s - * BtrA ChOrO 5.4 psf Check by:as den4ermw and can Louse wage ine go.sons? injury if toeirop*I insullad sna/or' oraua, Parson trotting truss"are sdviced to seek sreteasianal novice reparainp 897 • ' = Total Load 55.0 Sf temporary erection brecim w"+ is always raw"to dreamt toppling and domino 4gL- D version: 6.3 arac3no wmn On tnie "ping is NOT MINN NACUS. Refer to:'BMIACINC W=TRUM i G CCMMif ART SAD RECOIONDATIOW as"lisned my the Truce Plate Institute for lnovss a.•' ` Duration factor 0.0 X OraMing No. sway, tin'+ei,ti ia ieaueia-sTPII it lst.tsa .t O•onofrid ori.e, suite Zoo. f sipNAl Spacing 24.0" o.C. TRUSS ENGINEERING CORP. LAURENO,OAK MEADOW TY A-2 LOT#2 W0#19550 F-6 DOS FORCES FROM LEFT TO RIGHT CemGer top and bottom chords 1/8' LUMBER SPECIFICATIONS (NDS 1991) 1- 2 - +0 9-10 +442 1- 9 - -60 5-12 - -143 at midspan. Tap Chord: (i)4X2 1650f-1.3E SPF MSR 2- 3 s -750 10-11 +037 a- 9 -717 5-12 +214 Stet Chord: (1)4X2 1$50f-1.5E SPF MSR 3- 4 -1175 li-12 +1175 2-10 - +458 5-13 - -4'56 No excessive mane. knots or otter defects 13 - +1037 3-10 - -4'56 7-13 - +ASS shell occur in plate contact area. WeDa 1)4X2 Stud SPF 4- 6 -1175 12 Except as noted) 5- B -1175 13-14 - +44? 4- 11 - 143 7-14 - -7 0 *CONTINUOUS "STAONGBACK- TO BE FIELD WEB 1: (2) 4X2 Stud SPF 6- 7 -750 4-Si -143 8-i4 -fi0 APPLIED. DIRECTLY TO THE 6OTTOM CHORD wEB i2; (2) 4X2 Stud SPF 7- B - -0 AT INTERVALS NOT EXCEEDING 10' US AT VERTICALS OR, I212X4'S IN THE SHAPE OF AN L BETWEEN PANEL POINTS 5'-4 1/2'5'-4 1/2' Q O 3X4-1.5X4o 3X4- O 1.'SX4-1.5y 2X4 a 3X4- 1.5X4u 3X4- SZl r,P3X4-4X4- 4X6 i0 4X4- 0 3X4- 4K6- 13 14 I i F-6-3 '-6 7 '-: 31V 2'-6' 2'-9' 2'-6 3/4' 1'-8 ! 2" 2'-6 3/4' c M1^r-2 go- 1; • 837 R S37 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR TYPE: 4X2 FLOOR TRUSS PLATE. MITEK TM _ GIPW t,n connactor elates shell b 00 of ao20 gouge to Greco ecaasof trues- each72) joint. Mn t``, Co h O A 0 I N G Designer: UP qIvani:ao steel aiI>enstona are not mown. p]aea p]atal ayanaatriully Spout the lalnt or u tnoicataa `` -.E:• CFIITEFiIA TPI Scale: 1/4'1' Of circles (ot. Cutting and tspamfull Ina)]oe aotat"uhsa using on"BUnt r+ist ` ! fie)Top Chord 40.0 + 10.0 psf DATE: 04/ 4/95 will produce wwp tiring loinco olio fully IIIlfaoasd otata. This anion o ey perm nest 2 :O the cofpression too chord is continuously orom by tho roof snaatn nq. Only permanent y; 5.0 psf Check by: stfuotural oroc2m rsairso of "Iviausl ses"i" is noted on this oeew. Trussal can Btm Chord ns dangerous IN can Cause asap and personal inlurryt If iWaparly installed ens/or .9 8 97 , orseaa. Persons aractinp trusses ara advicaa to MK OP0182ional oovics ragaratnp 4 a Total Load 55.0 psf Version: 6.3 tasl •dry erection oraeinp which is always raouired to orwMt toppling and doninoing. fit• C; i` drawing No Bracing sn"I on this orawliv is NOT ERECTI Dtt4RACI G. Retar ta.'gaACIN6 a000 TRIJ45E5 S/$TER Duration lariat 0.Q X COMMENIAW AND REDATIONS' as malianld by the Tmm Plot&Institute for tnduetr ' ran `-•-•- 'f_ a 24.0„ O.C. standards W orocting trusses. IIPLI is locotaa at W3 D'Dnofrio Drtvs. Suits 300.V ONALE Spacing rweersor.wl 53719 let: 16001 I77 O= 1NEERiNG CORP. LAURENOeOAK MEADOW TY A-2 LOT#2 WO#19550 F-5 TRUSS ENS MEMBER FORCES FFOMk LEFT TO RI6HT Camber top and bottom chords 1/8, LUMBER SPECIFICATIONS (NOS 1991) 1- 2 - +0 10-11 +We i-10 • -60 6-14 +g3 at sidspan. Top Chard: (i)4X2 1650f-i.SE SPF MSR 2- 3 - -1086 ii-iZ +1344 2-11 - +759 6-15 -385 2034 2-ii +759 7-13 +402 No excessive wane knots or other defects gtm Chord: (i)4X2 i650t-i.SE SPF MSR 3- 4 - -1799 12-i3 - + 2 34 3-ii -727 7-16 - -727 shall oCCur in plate contact area. weds 1)4X2 Stud SPF 4- 5 -2046 13- 15 - +2046 3-1t 759 **CONTINUOUS "STRONSBACK" TO BE FIELD 8 . -2046 i4-i5 406 8-16 Except as noted) 5- 7 - -1797 15_15 +1544 4-i3 -370 9-i7 - - 985 APPLIED, DIFtECTLY TO THE BOTTOM CHM fWEBis (2) 4X2 Stud SPF 50 7- B . -ioe6 1e AT INTERVALS NOT EXCEEDING 10' 2X5 WEB if: (2) 4X2 Stud SPF 9 , -0 5-13 - -78 AT VERTICALS OR. I21 2X4'S IN THE SHAPE OF AN L BETWEEN PANEL POINTS 7'-10 1/2" i'-6 6'-7 1/2" 9 O J 1.5X4 a i.5X4- i•5X4a 3X4 8 1.5X4-S.5X 3X4 V 4X4- 3X4- 4X4- 4X4- m 3X4- 1.5X4 g 4X4- 4X4-iZ 4X4- !4 3X4- 4X6- 1 13 i 4X6- 10 17 2'{• -3 4 '-7 !/ 2'-6 3/4' 2'-fi' i 2,.g"2 .6• 2'-6 3/4C _0 M 21 -3 /4 2'-9" U A 6 8 a eye TYPE:4X2 FLUOR TRUSS FURNISH A COPY OF THIS DESIGN TO ERECTION CON OR PLATE. MITEK A D I N G Designer: UP connector plats mall ae sea tree 30 gauge irade A ASTM (hA51-721 kial. not-atopad ` 0 'i 9alventleo Steel platee anall of =V13,a to both face&of :PUN at each joint. eared C CRITERIA TPI Scale: 1/4"-1' aiesnsians are not Shown, clece places ayrreetrually atrovt the joint or as tnaiceted <(,, f i Tap chard 40.0 + ifl.0 psf PATE: 04/ 4/95 by circles (al eucetn9 and fsbrtcetian malt oa accoablisnad uiln9 equiOsent hlen =l.,O will prbaucs nwg fitting joints Ina fully SM*dee platee. This assign easuses that y the eoapresalon too enor4 la CentlnuOualY bracso ay the roof rneatnin9. only WnaR e * 8tm chord 5.0 P9f Check by:ZA2 structural bracing requueo or inotrtouel moss" to noted at+ this su19n. Truax can * . 9897 me 4 .!oe aengerbw e car cause bae ga and pat Its injury if lsproperly lnscelleb end/br Total Lcad 55.0 psf Version: 6.3 braced. Persons erecting misses Ira eOrtcea to wa Orofeeeianll earice regarding 3TE¢ 4 4V` te.pa•Sry Traction orscing rnich is elweye rloyirea to pnvsnt tooaltng Inc abesnbing. DUratian factor 0.0 X Drawing No. Bracing enawn on this orawing in NOT ERECTION MUCLNC. Refer to:'11RACINi WD TRUSSES: raci Ig IA1O RECO"NEIATlONf' as publle%d by tie Trues PAU lnstitute for Industry TPII is located at 3g3 O'Onatrtb Or ire• Sl+ite 200. SpaC i 1g 24.0° D.C. stendero& in erecting truss& rnotaor•MI 53712 Tel 11011 13`-'. l+' TRUSS ENGINEERING CORP. LAURENO,OAK MEADOW TY A-2 LOT#2 WO#19550 F-4 LUMBER SPECIFICATIONS (NOS 1991) MEMBER FORCES FROM LEFT TO RIGHT Camber top and bottom chords i/s' i- 2 - +0 9-10 = +45 1- 9 a 12 -158 Top Chord: (t)4X2 1650f-1.3E SPF MSR 2- 3 - _rig 10-11 - +i40 2- 9 - --73aQO60 5- 12 - +236 at midspan. Btln Chord; (i)4X2 ifi5pf-i.SE SPF NSA 3- 4 - -1230 11-12 w +1230 2-10 - +509 5-13 -477 No excessive wane. knots or other defects Nees t)4X2 Stud SPF 4- 5 - -1230 12-13 - +1076 3-10 - -477 7-13 a +509 shall occur in plate contact area. Except as noted) 5- 6 - -1230 13-14 - 4455 3-11 +236 7-14 - -738 **CONTIMJOUS STRONOBACK' TO BE FIELD WEB 1: (2) 02 Stud SPF 6- 7 a -776 4-11 - -158 11-14 - -60 APPLIED, DIRECTLY TO THE BOTTOM CHORD WEB 12: (2) 4X2 Stud SPF 7- 8 ' -0 AT INTERVALS NOT EXCEEDING 10' 2X6 AT VERTICALS OR. (212X4'S IN THE SHAPE OF AN L BETWEEN PANEL POINTS 5'-4 i/2' 5'-4 1/2' 3 5 7000 i 5X4 1.5,e 3X4- 4 1.5X4 t 6 3X41B v i.5X4oi.5x4- 3X4- i.sl(4 a 3X4- s 3X4- 04- 4X6- i0 4X4- 12 3X4- 4X6- O9 ii i3 14 2'-6" 4 -10 i/ -3 4' 2'-6' t'-B' 2'-9' 2'-6 3/4' 1'-0 i B 2'-6 3/4" 2'-9' i2'-5 5/Bo A - m A 654 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR TYPE: 4X2 FLOOR TRUSS Cannactor places $mall on mn tree 20 Rule Oro"A ASTM Uwe-7t1 Prins. not-glpodd 0111111111////'' 0 A 0 I N G Designer: CJP gtivamnzse.caul. Plates!mall oe Ippllb t0 Petri r.ua of trWe at aeCn )oiRt. tlMra \`\\ Oi y O oydire a bl sions are notssra na enexetlricetedior sn111toe1Kcoptlaha0 about trio jnt or as usirp eDu oaantimad«nscn E• A CAITERI'A : TPI Stab: 1/4'-1 welt oroouca owl tittino joint&and fully saead000 pitted. That Design".uses chat Z! Top chard 40.0 + 10.0 psf DATE: 04/ / the cownstan too ctio a is centuwously orwed or trio roof traatning. only oareenent structural orectno raouireo of individuals ow"is M"on trill oaten. Trustee can Z Stm chord 5.0 psf Ct1@Ck by: t»denprout and can ewse oasega Intl WWII Injury it teoroperly instalits Indler 989797 * S Dracw. fyrsoht eresemo !rust. w .dune to 0291 ordt&&etdrtl vie.ragarden/ i.p; o,: Tots j Load 55.0 psf Version: 6.3 i temporary er Lon Wsc un4 Which is elwys reoulreo to oreveht topollo amd OO a nome. i aratthp morn on trim oravinO to NOT Ef1ECT1Ce1&%CIW- Mt or to:*VACIM MOXO TAR Ef: s/$Tf-I 1/ Durationion factor 0.0 X g M*fNTAW AND FECW#V4DATIDNS' as oumlisht0 oV trio Trust Plate institute for industry o Drswin No. stanoeros in rectino truaee. UPII is locates at 513 O'Ondtrto Orivs, Suite 200. s/ONAL ` Spacing 24.0" 0.c. Mblmon in 33719 Tel: INS) l33-4foo TRUSS ENGINEERING CORP. LAURENO,OAK MEADOW TY A-2 LOT#2 W0#19550 F-3 14j4KR FORCES FROM LEFT TO RIGHT Cafter top and bottom chords US, LUMBER SPECIFICATIONS (NQS 1991)1_ 2 . +0 9-10 - 4451 1- 9 - -50 5-12 - -153 at elldspan. Top Chard: (1)4X2 1850f-1.5E SPF MSR 2- 3 . -757 10-11 - +1053 2- 9 -731 6-12 - +229 Btm Chord: (U 02 1650f-1.5E SPF MSR 3- 4 - -1211 11-12 - +1211 2-10 - +502 6-13 - -470 No excessive wane, knots or other defects Webs : (1)4X2 Stud SPF 4- 5 - -1211 12-0 - +1053 3-10 - -470 7-13 - +502 shell occur in plate contact area, Except as noted) 5- 6 - -1211 13-14 - +451 3-11 - +229 7-14 - -731 eaCONTINUOUS 'STRONGBACK' TO BE FIELD WEB 1: (2) 4X2 Stud SPF 6- 7 - -767 4-11 - -03 B-14 - -60 APPLIED, DIRECTLY TO THE BOTTOM CHI WEB 12: (2) 4X2 Stud SPF 7- 9 - •-a AT INTERVALS NOT EXCEEDING 10' 2X6 AT VERTICALS OR. (2j2X4'S IN THE SHAPE OF AN L BETWEEN PANEL POINTS 1'-7 3/B- i 3X4- i.5X4a 3X4.9 1,5X4-i.5 0 1.5X411.5X4- 3X4- 1.5X41 3X4- V\/Noa i 3X4- 4 X4- 4XS= i0 4X4- 3X4- 4X13- Og if 13 14 6' -3 4 -6 7! '-3 4' V-6' R - 648 1 0o R 648 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR TYPE:4X2 FLOOR TRUSS connsctr Olata malt as We Iron 24 gaugo•rode A ASTM I0446-721 Prime. not-sloes t t11tt1111//// L 0 A 0 I N G Designer: UP valvent:ea It"]. Platae sell Os soaked td tldtn faces of truta It aacn Joint. wne" `\ co CRITERIA TPi di ansions are not shown. Dlace Dlataa ormtrtcalty about she Joint r on lnotutad 0 Scale: i/4'-1' cry circles lol L1 ttin we taDrication shall N accomilhoned uetn9 eaummwt wntcn will produce 9" fitting lointe and fully emend as Olsten Tnta design asevean tnat ;•O . Tap chord 40.0 + 10.0 P5f DATE: 04/ 4/95 the courowion top chard is cdatinuously orscsd by the rdo!eneatntng. Only Oarasnent ,Q ow structural orating raauirad of ndiviouel"go" la noted an trill design. Trusses con ; Bte chard 5.0 psf Check by: as owwrous ano can cause deny ono Personal tnlury if iaOrdosrty inntellao ano/or Q Totala1 Load 55.0 5 f9897R Version. 6.3oraeed. Famons•vetting tmosise am advice• to nee Drafeastanat sortce ra9aroing 3 Up""ara araeetlon in9 which to always raauirso to prevent t000lin9 and doetnoing. orating.hewn on this drawing is NOT ACTION giftACINg. rwrar to:'IWI m Moon TRUNE-: s/STEsl*' It Duration factor 0.0 % Drawing No. COMM£>rO"We pKOpMwiIIOATIOiS' u"Mined by the Truss Flate lhst]suts for industry t atandards in vetting trusaa. (TPII to located et sn o'crierio Drive suits 2DO' Sf NAI. \\Spacing 24.0m o.e. Ned icon MI 037t9 Tot: 10oe1 831-9900 1` LAURENO,OAK MEADOW TY A-2 LOT#2 WO#19550 F-1TRUSSENGINEERINGCORP-MEI4EA FORCES FROM LEFT TO RIGHT Camber top and bottom chords 1/8' LUMBER SPECIFICATIONS (NOS 1991) i- 2 - +0 11-12 - +694 1-11 - -50 6-16 - -122 at Blidapan. Top Chord: (0 4X2 165Of-1.5E SPF MSR 2- 3 - -1261 12-13 +1809 2-ii - -1125 7-15 +275 Btm Chord: (i)4X2 SQ50f-i.6E SPF MSR 3- 4 - -2153 13-14 - +2477 2-12 - +901 7-17 - -515 No excessive wane, knots or other defects Webs . (i)4X2 Stud SPF 4- 5 - -2597 14-15 - +2705 3-i2 - -869 8-17 +547 shall occur in plate contact area. Except as noted) 5- 6 - -2655 15-16 - +2705 3-13 - +547 B-16 - -859 N*CONTINUOUS 'STRONSBACK" TO BE FIELD WEB 1: (2) 02 Stud SPF 5- 7 - -2655 16-0 +2477 4-13 -515 2-16 - +901 APPLIED. DIRECTLY.TO THE BOTTOM CHORD 7- 8 - -2153 17-18 +1502 4-14 - +189 9-12 - -1125 WEB i7: {) 4X2 Stud SPF 8_ g . -1261 18-19 - +634 5-14 -156 10-19 - -60 AT INTERVALS NOT EXCEEDING 10' 2X6 9-10 - -0 5-1 - 5e AT VERTICALS OR, (212X4'S IN THE SHAPE OF AN L BETWEEN PANEL POINTS 1 a a o g 3X4- 4X4- 3X4- ^ 4X6 10 1.5X4-1.5 O Q U 1.3X4 o 1.5X4- 4Xe- 3X4- i.SX4i 3X4- m i 4X6- 3X4- 44X4- 4X6- 4X6- i2 3X4- 14 1.5X4 e::J 3X4-8 ii 13 @ 17 4Xe- 19 2'-6' 2'-6 3/4' -ii4C3 4' 2'-6' 2'-6' 2'-6' -3 1Y-1 YAP 2'-6 3 4 2'-6' isr-ON R 958 R 958 ATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR TYPE:4X2 FLOOR TRUSS PI.A connector slot" small oe no free 20 gauge erase 4 ASTO JWG-V Pries not-aiRaed 1 tiNC0111/f//,' r 0 A D I N G Designer: CAP galrent"a steal Dist"one11 ce wolfao to ootn rat"of truss at each Joint. mere X, O N ainnsiene are not Dlacs plates sysartr wally scout the taint or r indicated i CRITERIA : TPI Scale: t/4'-i' ny circles (al. cutting end facrication sna11 ce accOw"Ohaa u.ing muiaasnt wnicn s\;\p F"f1 % Top Chord 40.0 + 10.0 05f DATE: 04/ 4/9 Kill Produce snug fitting Joints and fully srDscoeo slates Tnis sawn assuass tnot the casprassion toe cnoro u continiuusly orecad oy tns roof snutning. only PereNnant c tM chord 3.0 p9f Check by: structural erect reouirse of w1w:awt"NOor's in noted on this design Trunkscan ` h:~ Z as osnereus and can cause damage wig Personal lnlury if lsoroparty installed end/a S * 9897 , 4 Total Load 55.0 asf Version: 6.3 Hrsons araeting try"a are sdvieed to seek Prof"alone! Novice regaraing , t 4areeed. teepsr'er'y arsction srsetng which 1s olwors reouuea to Prevent toppling sad daetnou+l- l,Q; ;cl Bracing seswn on tmie drawing is NOT EFlECTION BPACCNo. War ts:'PACINe OW teJM& s sTEa;', ` Duration factor 0.0 % Drawing No. CoiaecxIAW AND PACCONGWATlaNS' Of ouslis"d oy tns truss Plate Institute for industry / fs` -~ I` Spacing 24.0" O.C. stenoevs in wasting truss" lTP[T is located at sal D'anofric orire.Svite 00, ONAI. \\ Nedlaan NI 537% Tel: 15011 93.1-le0d TRUSS ENGINEERING CORP. LAURENO,OAK MEADOW TY A-2 LOT#2 WO#19550 G-1 LUMBER SPECIFICATIONS (NDS 1991) MEMBER FORCES FROM LEFT TO RIGHT comer top and bottom chords 3/8' 1_ 2 - +0 16-17 - +1295 1-16 -60 8-23 +128 at sidspan. Top Chord: (t)4X2 2100f-I.BE SPF MSA 2- 3 - -2464 17-18 +3652 2-16 - -2099 9-23 - -505 Stet Chord: (J)4X2 2100f-i.% SPF MSR 3- 4 - -45!9 18-19 - +5564 2-17 +03e 10-23 - +573 No excessive Kane, knots or other defects weds i)02 Stud SPF 4- 5 - -6306 19-20 - +7030 3-17 - -1856 10-24 - -eB4 shall occur in plate contact area. Except as noted) 5- 6 - -7551 20-2t - +8050 3-18 - +1534 11-24 - +912 N*CONTINUOUS "STRON6BACK' TO BE FIELD WEB 1: (2) 02 Stud SPF 6- 7 -8413 21-22 - +8413 4-le -1502 11-25 - -1234 APPLIED, DIRECTLY TO THE BOTTOM CHORD WEB 15: (2) 4X2 Stud SPF 7- 8 - -8680 22-23 - +6580 4-i9 - +1180 12-25 - +1266 AT INTERVALS NOT EXCEEDING W 2X6 2) 4X2 Stud SPFWEB26; 8- 9 - -8767 23-24 - +8539 5-19 - -1148 12-26 - -1568 9-10 - -8767 24-25 - +7408 5-20 +826 13-26 - +1520 AT VERTICALS OR, ANEL O IT THE SHAPE Conc Load 9 Jt 9 500 10-1i - -7983 25-26 - +5834 6-20 - -793 13-27 - -1942 OF AN L BETWEEN PANEL POINTS 11-12 -6631 26-27 - +3613 6-21 - +559 14-27 - +1974 GIRDER TRUSS MUST 6E CONNECTED WITH 12-13 - -4834 27-28 - +i347 7-21 -405 14-28 - -2184 ANGLE CLIPS, 24'0C TOP 4800C BOTTOM 13-14 - -2590 6-22 -245 15-28 - -60 SO AS TO ACT AS ONE UNIT 1e-1S - +0 COMPLETE TRUSSES REGUIPLU , i'-5 1/2' 12'-10 1/2' j 2X4` ! 11 13 1.5X4s1.5X4- 3- 14 5I0 3X4- 4X4- 4X4 n Q 12 84Xt5- 4X4- 3X4- 4X4- 155X==J5- 4X4- 4X8- CC77 r» NLt 1.5X4! 3X4- 4X4- 4X4- 2a 4X4- 22 4X6- 24 4X40 25 4X6-L 4X60 4X5-i8 4X4- 4X8- 19 21 23 25 LJ 4 2'-6' 6" 2'-6" 6' '-3 4'1'-7' '-5 1 6'2'-6" 2.'9.2•-a• 2 .E• i5-102'-6' 2'-6 3/4' 1'-7' 1 -5 1 !'-11' 2'-6' 2i2''-2' 2'-6"2'-9' 0a28 A 991 a = 1724 PLATE:ATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR TYPE: 4X2 FLOOR TRUSS Connector Plats$!hall at rise free 20 pug*GreatA A91M (A44e-721 Prix, not-41PPw 1 11rrtJlllll L 0 A 0 I N G Designer: CJP 9elvmnirad!teal• Plata!shall os$pollmd td eoth facas of trust at seen to nt• Mlmrm `\ C olsanslons are not shorn, *lace Plates syaautricelly asout the loins or as indicated N ,.•--- t CRITERIA : TPI Scale: 1/4'-1 oy circles to) Cutting and frortestion shall at accomplished using aqulPaant rnfcn J E will orodues snug fitting )oirre onto fully esoeoamd s;latea This design aasueaa that =!'; G Top Chord 40.0 + 10.0 pSf DATE: 04/ 4/95 trim coaprassian top Chard is oontinuduely brt¢ad oy the roof at+satnlnp. only tiarsnnn+t fiA;0 Btm chord 5.0 pSf Check by: structural*racing squired of indiriaal meows:s noted on this assign. trusssa can * ; tom I gsoedwrous end Can cause daaegs and personal injury to lepraperly installed and/or need. arf•sans arse:trip truessa era rdricso to!!as afassional advice regarding r 9897 Total Load 55.0 psf version: 6.3 tasporary eracttan orating which is always radufrso to prevent toppling And doatnding. 0, k; Drawing N0.6 R Duration factor 0.0 % Bracing sawn on this arari g is WT EROCTIOM BRACING. Aefor to:'MACING N=TR1t65E9 TE y L c"WApy ANO PECOasechriow,as Ouaiisned tv the irult Platt Institute for indultr // (Cc+n`---_--' ; V standards in ersati w trusses. :TPI) is located at 991 O'onofrto Orly*. Suite 200 Vt1/ONA`, \\\Spacing 24.0 O.C. Maaledn MI +'19 tel: (We) ea'Mgod 1111 s PERMIT 1J7 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT ! / Application is hereby : TOWN OF SOUTH WINDSOR BUILDING INSPECTION DEPT . APPROVED DISAPPROVED 1540 SULLIVAN AVENUE Q J 644-2511 Ext . 230s// ate 8 ing Inspe for Application must be printed or typed I 1 . LOCATION OF JOBf'2 FEE SCHEDULE No . Street 0 - $19000 - 10.00 Floor Apt . No. Over $1 ,000 - 10.00 j ar, r per $1 ,000 or 2 . OWNER fno-Dle -l.U." Cpr) fraction thereof X /D/33. ADDRESS 1 C CT- DCQO v 4 . APPLICANT 5 . ADDRESS S 0,dLor , 0 6. ESTIMATED COST $ 7 . IS THIS A CONTRACT COST Yes o 8 . FEE ENCLOSED $ 9. TYPE OF BUILDING: 2,Z /7 RESIDENTIAL COMMERCIAL 10. TYPE OF JOB: Original Installation Alteration/Addition/Repair i R0 3A 11/88 APPLICATION FOR ELECTRICAL PERMIT (Continued from Reverse Side) 11 . LOCATION OF JOB C(c - ' <( orlon K C,o NO. STREET APT. NO , 12 . TYPE OF INSTALLATION On6mrmna- 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 2i. 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 l0- 33. TOTAL HORSEPOWER 34. NAME OF SUBCONTRACTORS AND THEIR TRADES Cptgnny 35 . REMARKS AND FURTHER DETAILS : Ltcvl 2 c. Ss,1)1r 5- LICENSE NO.SIGNATURE OF APPLICANT DATE PHONE NUMBER: f7INIF?ECTOR DATE TI E l LOCATION 4rw P-o J-.,l r_ r c_ r 12, INSPECTION: CODE: RESULT(D/A) : BUILDING: ELECTRICAL: D 3 r PLUMBING: HVAC: I OTHER: t r0-c lSe vrC PERMIT NO. q!5-75 DEPARTMENT DECISION APPLI CAT I O N FOR Application is hereby : PLUMBING PERMIT TOWM OF SOUTH WINDSOR APPROVED DISAPPROVED BUILDING INSPECTION DEPT. 644-2511 Ext. 230 Da a Building Inspector Application must be printed or typed. 1. LOCATION OF JOB: FEE SCHEDULE 2. OWNER: 0 - $19000 -10.00 3. ADDRESS: Over $19000 - 10.00 per $1 ,000 or fraction thereof 4. APPLICANT: i 5. ADDRESS: Q f 6. EST. COST: $ 7. IS THIS A CONTRACT COST? _jeYES N 8. FEE ENCLOSED: $ 9. TYPE OF BUILDING: RESIDENTIAL COMMERCIAL 10. TYPE OF JOB: I ORIGINAL ALTERATION z INSTALLATION ADDITION REPAID. BD 2A 11/88 APPLICATION FOR PLUMBING PERMIT (Cont. from Reverse Side) 11. LOCATION OF JOB: GENERAL PLUMBING 12. KIND OF INSTALLATION:13. 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? 4 31. SIZE OF WATER MAIN h 31A. SIZES OF WATER PIPING & RISERS :§ v Z 32. REMARKS AND FURTHER DETAILS Ci WATER HEATER 33. TYPE 34. MANUFACTURER TANKS SAFETY DEVICES TE1,1PERATURE 35. CAPACITY 39. RELIEF VALVE / Z2 36. TEST PRESSURE Q LBS. 40. MANUFACTURER IdaZgI 37. WORKING PRESSURE LBS. 41. PRESSURE RELIEF VALVE 38. TYPE 42. MANUFACTURER LICENSE NO. DA E SIG TURE OF AP ICANT PHONE NO. FOR OFFICE USE ONLY APPLICATION FOR HVAC PERMIT DATE: NO. TOWN OF SOUTH WINDSOR EST.COS : BLDG. PERMIT NO. l 1540 SULLIVAN AVENUE FEE SOUTH WINDSOR, CT 06074 FEES: 644-2511 - Ext. 230 0 - $19000 - $10.00 1000 or fraction LOCATION OF BUILDING T .thereof - $10.00 G 0 N ADDRESS TOWN PUONE NO. VAC CO TRACTOR ADDRESf TOWN PHONE NO. TYPE OF SYSTEM: HEATING Q TYPE OF BUILDING: RESIDENTIAL 4_ A/C COMMERCIAL VENTILATION BUSINESS INDUSTRIAL IF HEATING: STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. HYDRONIC WARM AIR UNIT RADIANT HEATER (INCLUDING WOOD/COAL BURNING STOVE) TYPE OF FUEL: OIL-GPM GAS IN-PUT_ ELECTRIC KW WOOD COAL OIL TANK - SIZE b LOCATION: INSIDE OUTSIDE CAPACITY LPG TANK - CAPACITY EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS (BTUH) HEAT LOSS SHEET MUST ACCOMP APFLI ION) DESCRIBE ALL HEATING EQUIPMENT (INCLUDING MAKE & MODEL NO.): fJff GROSS HEATING CAPACITY (INPUT-BTUH) NET RATING (OUTPUT-BTUH) Y- IF 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) IF VENTILATION: DESCRIBE ALL AIR-HANDLING EQUIPMENT (INCLUDING KITCHEN EXHAUSE EQUIPMENT): TOTAL SIZE OF SYSTEM (CFM) FRESH AIR INTAKE (CFM) PLAN MUST ACCOMPANY APPLICATION) The undersigned hereby applies for a permit to perform the following work and is to comply with all local ordinances and State of Conn. Building Codes in the performance of such work. FURTHER DESCRIPTION OF WORK: STATE LICENSE - NAME & TYP9 #DATt S TURE OF PPLICANT WeJ-_ - 6/a.0Y- APPROVED DATE I - B - R CALCULATION SHEET 1503 (Modern Method)Copyright 1971 by The Hydr nits Institute OWNER ADDRESS DESIGN TEMPERATURE DIFFERENCE F. DATE COL. A COL.S COL.C COL.D COL.It COL.F COL.G 1 ROOM Ixx p H L W H L W H L W Design Water Temp.N L W H L W g p• 2 ROOM DIMENSIONS,FT.U STUN per P of of 3 LENGTH EXPOSED WALLS,FT.Radiation Selected 4 WINDOW AND OUTSIDE DOOR AREA IL TUN OTUH BTUH BTUH BTUH S WALL CONSTRUCTION ROOM LIN.FT.OF Table 9,Line 3 x HI TOTALS RADIATION 6 TYPE OF GLASS FROM LINE 12 SELECTED IBott in f table used for Line 5) 7 CEILING CONSTRUCTION C Table 9,L x W) B FLOOR CONSTRUCTIONt O— ITable 9,L x W r LIn. F t) E 9 COLD PARTITION CONSTRUCTION P Table 9,L x HI G 10 1 Well 1 With Openings)O H c 2 Wells(With Openings) Dwe 3 Wells(With Openings)or Ent.Hall 11 TOTAL BTUH AT 70F TEMP DIFFERENCE' 12 TOTAL BTUH AT DESIGN TEMP DIFFERENCE K COL.A — `_- -__ COL.B COL.H COL.1 COL_1 COL.K COL.L TOTAL BTUH TOTAL 1 ROOM OF SUILDIN RADIATION AT SELECTED p H L W H I L W H J L W H I L W H L W DESIGN TEMP.* 2 ROOM DIMENSIONS,FT f' DIFFERENCE U 3 LENGTH EXPOSED WALLS, FT. 4 WINDOW AND OUTSIDE DOOR AREA LL STUN TUN BTUH BTUH BTUH 5 WALL CONSTRUCTION INCREASE BATHROOM ITable 9,Line 3 x H TOTAL 20% 6 TYPE OF GLASS IB ttorn f table used lot Line 51 7 CEILING CONSTRUCTION IFOR CONCRETE FLOOR ON GROUND OR FILL ATTable9, L x WI GRADE LEVEL,USE LINEAR S FLOOR CONSTRUCTIONt FEET OF EXPOSED EDGE I Table 9.L x W or Lin Ft l 9 COLD PARTITION CONSTRUCTION Table 9,L x H) 10 c I Wall(With Openingsl C 2 Walls(With Openings)e XO 3 WNIs(With Openings) or Ent. Hall i. e.J — 11 TOTAL BTUH AT 70F TEMP DIFFERENCE't 12 TOTAL BTUH AT DESIGN TEMP DIFFERENCE FORM 1503ThisformI$available from The Hydronlcs Institute,35 Russo Place,Berkeley Heights,N J 07922 KLdr- &76G4GV s.r-ootforx- J 1 B se R CALCULATION SHEET 1503 (Modern Method) A`c-''„The Hydronics Institute,35 Russo Place,9erkeley Heights,N.. WNEa YJ6y4Doty GC i G74?'I/ZD -.moo, /.U 7.Sv' j-ADDRESS -- DESIGN TEMPERATURE DIFFERENCE OATS COL.A COL.13 COL.Cyr COL.'D ( COL.E COL.F COL.G r 1 ROOM Q O /L Hv/ 4IY/ tIA' 1N____=-= 7IIE`AI O H b W H LO WO fI Ld W F/ LO W H L W Design Water Temp. 21 ROOM DIMENSIONS. 1 1. ZU BTUH per Foote3LENGTHEXPOSEDwnl.LS, Ft. d: Q L ti Radlallon Selected WINDOW AND OUTill)E DOOR AREA u O 5 WALL CONSTRUCTI014 stuff BTUII BTU11 BTU11 BTVH T oF rfnc)OM t.1N(Table 9, Una 3 x H) 0 500 1 200 o 00 TOTALS RADIATION F 6 TYPE OF GLASS FROM LINE 12 SELECTED le tt m 1 table used for t.lne 6) O u VO 00 900 7 CEILING CONSTRUC1(ON C OD ITable 9, L x W) Boo 9 FLOOR CONSTRUCT[ON 1 Qf o 00 - ITable 9, L x W or Lin. r 1.) E 9 COLD PARTITION CONSTRUCTION e F 3700 - Table P.L x H) 10 C 1 Well(with Openlrios) o E x Wells(WIIh Openings)a x 071 d f oV 1 Jb3Wells(WIth Openings) or Ent.flail I*- 11 TOTAL BTUH AT 70F TEMP. DIFFERENCE'K12TOTAL13TUHATDESIGNTEMP.DIFFERENCE 50 L COL.A COL.B COL.H COL. 1 COL. J COL. K COL.L TOTAL BTU/ TOTAL.1 ROOM STilfr' O• i1 96-D T OF BUILDING nAOInT f()rjG.. L./. AT SELEC i to O It L'G WO i LO WU II LSO WO II LO WG li' L W DESIGN TEMP yG 2 ROOM DIMENSIONS, r T. U 7,7 40Q 01FFEREN(.F ! 3 LENGTf! EXPOSED wnc.LS,FT. 4 WINDOW AND OUTSIDE UOOri AREA BTUH BTUI/ OTUH BTU11 BTU14 Table 9, L lntl 07 T WALL CO I TIurt 00 oD a2"600 IhtCnl_ntir t 21111fc)ur•+ ne 3 xx H) 1 u T At. 20% 8 TYPE OF GLASS OOIo P ORI 1 LAS usett tur EIna 6) goo f. o9 O1CEILINGCONSTnUCIION t '- -'('%'-wV trUit COfvr'rtrTE FI U(rR r,r.6 O UItAdL.)()fl rI( t F TTable9, L x W)D GIi D lEvEl, US LrN1 •%,e FLOOR CONST 1UC i 1()Nf FEET OF EXrOSEU EDGETable9, L x W or Lit, r I) Y 9 COLD PARTITION C(Ir1Si IIUCTIUN Tattle 9, L x H) ROD h7 t0 s E 1 Well IWlth Opetorigs)O O 2 w.us lwlth ol,.i,InO,)s x 3 Wells(With OperiIngs) or Ent. Hall QJ 11 TOTAL BTUH AT 70r 1 EMP. DIFFERENCE• 12)TOTAL BTUH AT DE:IGN TEMP. DIFFERENCE rt rpRra l5 low" ti Tio V/ Sau ?d&U&OtO C1 • V Z 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 R.c°' TELEPHONE (860) 644-2511 April 15, 2002 CERTIFIED # 70001670000189222186 Thomas & Lisa Bengtson 12 Podunk Circle South Windsor, CT 06074 Re: Appl. #2534-02 - Thomas & Lisa Bengtson, 12 Podunk Circle, DR zon Dear Mr. & Mrs. Bengtson,: At the meeting of the South Windsor Zoning Board of Appeals held on April 4, 2002, the Board approved your request for a variance to section 4.5.4.a to allow a 112 sq. ft. addition, increasing the house size to 1592 sq. ft. (1400 sq. ft. allowed) at 12 Podunk Circle, DR zone. The Board concluded the hardship on the property to be the existing kitchen is inadequate in size and in order to enlarge this area, the only way to extend is to the rear of the house, exceeding the 1400 sq. ft. requirement. These actions are effective upon your filing the enclosed form in the Town Clerk's Office at your own expense. Very truly yours, dr Robert Warren, Chairman Zoning Board of Appeals RW:dr cc: Building Department