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HomeMy WebLinkAbout15 Podunk Circle F!HAL "s E 9 Building Q APPLICATION FOR BUILDING PERMIT Plumbing HVAC © 15 PODUNK CIRCLE Date: Sprinkle Electric° - Estimated Cost $ Zoning Permit Fee$ Affidavit NO. 20951 Occupancy Fee $ -3 Eng. Oept- Fire Dept. COMPLETE RED BOXED AREAS. Total Fee $ Health Dept. TYPE OR PRINT ONLY 76 37 Approved for CO: z� SIGN ON REVERSE SIDE. (Additional Cost) $ TO BUILDIN ARTMENT, TOWN OF SOUTH WINDSOR, CT The undersigned, hereby applies to do work according to the following specifications: r f Job Location 4 C4(- ZL GWe_ Lot No. Side of Street Zone Applicant MAPLE LEAF CONSTRUC7101.INC Tel. # Ke(IV=ALN__N Address 1750 ELLINGTON ROAD Zip Lic.# CITY STATE Owner ft Address Architec ddress 3?� �a90 S Size New Area: Ft. ront Ove4ralI Ft. Deep Overall Total Area r #Garages Lavatories Size of Lot ISi Dist. from Street Line —Bathroom§ �Rooms 1sA2ndZ_3rd Purpose of this Permit s dj11c,Q&±U c2 cam-. z o-F City Water �� Well 11 Septic 11 Sewer Use Group "' Construction Type Approved by Date BD1A 11/88 I h reby 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. MAPLE LEAF CONSTRUCTION, INC. Signe icyt, 1750 ELLINGTON ROAD IV SO.WINDSOR,CT 06074 1 hereby apply for a Certificate of Occupancy for the work described in this application for permit. LEAFCONSTRUCTION, INC. Signed �,APLE AD —DO NOT WRITE BELOW THIS LINE— SO.WINDSOR,CT 06074 INSPECTION RECORD Footing Framing Foundation Fireplace/Chimney Insulation Plumbing Permit# q:3 is Inspections: HVAC Permit# / Inspections: Electrical Permit# o Inspections: Sprinkler Permit# Inspections: Locati n of job AFFIDAVIT Additional Fee ..........$8 0.. 0 0.. State of Connecticut ss. County of Hartford .. ........ .. of(� k- f(�.�. 1..L C. AgeDw nt- for building erected under / tractor Permit No. Z 0.9 5.1 .. . . . . . . . . . issued by the Dept of Building of the'Ibwn of South Windsor being duly sworn.make oath and say that the actual cost of the completed work authorized under said permit did not exceed the most current accepted SOCA value of .$7.7.,.9 3 7...Q Q , . . . . . . . . . . . . . � ? Signed �'�— Subscribed and sworn to before me this day of A.D. 19 Estimate Cost S 7 0 , 3 0 0. 0 0 7 Difference: S ,6 3 7 . 0 0 orary-4 iblic. Inspection / Approval Date By Appl Cod Description Due Whom Code Comment ------------------------------------------------------------------------------- 93-20951-B 64,000 B01 FOOTING 09/30/93 JFH A B02 FOUNDATION 10/05/93 JFH A B09 OTHER 10/21/93 JFH FRAMING W/ MARYANNE E03 ROUGH 10/28/93 MAB A B03 FRAMING (ROUGH) 10/29/93 MAB A WITH J.COLLINS 00/00/00 P03 ROUGH 10/29/93 MAB A W.J.COLLINS RETURN FOR SUPPLY P03 ROUGH 10/29/93 MAB A RETURN FOR SUPPLY DWV OK B03 FRAMING (ROUGH) 10/28/93 MAB D NOT READY P03 ROUGH 10/29/93 MAB D NOT READY E03 ROUGH 10/28/93 MAB A P03 ROUGH 10/29/93 MAB D SUPPLY NOT READY B03 FRAMING (ROUGH) 10/28/93 MAB D B04 INSULATION 11/01/93 JFH A P03 ROUGH 11/03/93 JFH A AIR TEST H03 ROUGH 11/03/93 JFH A AIR TEST B04 INSULATION 11/03/93 JFH A E01 SERVICE 12/02/93 JFH A RELEASE ISSUED B09 OTHER 12/03/93 JFH BASEMT OUTDOOR WRONG SWING AIR GAP IN WALL B09 OTHER 12/09/93 JFH MET W/ JRC & RENE TO GO OVER PROBLEMS B03 FRAMING (ROUGH) 12/14/93 JFH A STAIRS BOTH SETS H09 OTHER 01/13/94 JFH ? ON HEATER INSALATION B10 FINAL 07/06/94 JDI IMPUT INFO ON WRONG PERMIT DISREGUARD B10 FINAL 07/19/95 JFF D ANCHOR BOLTS SMOKES 610 FINAL 07/20/95 JFF D SMOKE DECTECTORS B10 FINAL 07/20/95 JFF A APPROVED FOR CO & CLOSEOUT 93-9315-P 3,000 93-8757-H 2,000 93-12805-E 1,300 Total Est Value 70,300 Dwelling 1,280 52,377.60 Basement 836 10,366.40 Garag 484 6,001.60 Smok Det 3 225.00 BOCA Value 77,936.78 (Sil-o-e Difference 7,636.78 y1z1 CERTIFICATE OF OCCUPANCY CHECK LIST Applicant Mapt e L ea� C o nz t. C o . Certificate of occupancy Address tin9 on oa , Bldg. Permit No. Lot No. Lot 8 ( 15 Po dunk- C x,P-e-I Date RiewedLL Project OAK MEADOW - Reviewedy Date Submitted 4-27-94 Approved/ D �Z -�¢— 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 include: Approved Denied N/A /J.-- 1 . Approved building permit plan. 64 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 Jfa'"P c . electrical & telephone d. water . e . other 5 . Sewer connection charge paid. 6 . Appropriate certification 7 . Bonding 8 . Planning & Zoning Sewer Permit No. rbo kA Pavement Excavation No. COMMENTS: BUILDING PEP11IT CHECK LIST Applicant Maple Leaf Construction, In(Building Permit No. Address1750 Ellington Road , q..,_,YA Date Submitted 09 . ) Lot N0.8 #15 Podunk C'_irn 1 e Reviewed by Project Oak Meadow Subdivision (T)R7) Date 123 In accordance with the Subdivision Regulations, prior to the building r of any structure on a lot, a Topographic Plot Plan shall be submit tedapproval. 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, f1oodway, etc. 7V _ 4 . Plot plan at 1" = A' scale. a. Subdivision reference, abutting properties, etc. _ b. Easements of record. c. Lot description, bearings, distances, building lines, area, etc. . d. Contours, existing & proposed, 1 or 2 f t. interval where appropriate. e. Building location with dimensions . Elevations of proposed finish floor, garage floor & center line of road at driveway. ��-- f. Elevations of gravity ainage systems, sanitary & f undation dra n t the house and the . g. Tentative utility location as, electric, water, etc. h. Title block with name and address of preparer, date appropriate certification, live seal and signature. #-_-� 5 . Sedimentation and erosion control. 6 . Special Planning & Zoning, Inland/Wetlands considerations. (Plans on file w/Town Clerk) BUILDING DEPT. PZC IWA/CC WPCA OTHERS COMMENTS: #t6jo-1 $&,e- Pu -e8 2.C. A Ff nveJ( 6ka. ! 11 '' No CCA, of OC e"�wn.ey F, I w i �x l SS J-C J 0" 4' ctc v.t J-S v n�( GL 0 (:rz J Ct i ,P c a�C,o� 0�p S-0� �. 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 4��'°soe•ca�'�� AREA CODE 203/644-2511 DATE: 10/21/93 Mr. Roger Guarino National Plumbing & Heating 310 Nutmeg Road, South Unit D1 South Windsor, CT 06074 Dear Sir(s) : Re: Pilb &Htg Permits Lots 8 & 9 Podunk Circle Your permit application cannot be processed for the folllowing reason(s) : ---- Incomplete description of work ---- Fee not included ---- Estimated cost not included ---- License number not included ---- Telephone number not included ---- Proper address not included ---- Heat loss not included ---- No engineering plans submitted -. -- Other: Needs more information. See areas marked with an "X" . TRU S ENGINEERING CO. LAURENO,OAK MEADOW LOT# TYPE-C, WO#16057 C-4 LUM ER SPECIFICATIONS (NDS 1991) MEMBER FORCES FROM LEFT TO RIGHT Camber top and bottom chords 1/8' Top-Chord: (i)4X2 1650f-i.5E SPF MSR 1- 2 _ +0 7- 8 = +254 1- 7 = -60 4- 9 = -143 at mldspan. 2- 3 = -410 8- 9 +410 2- 7 = -3B5 5- 9 +225 Btrt�,Chord: (i)4X2 1650f-1.5E SPF MSR 3- 4 = -410 9-10 = +254 2- B = +225 5-10 = -385 No excessive wane, knots or other defects Webs (i)4X2 #3 SPF 4- 5 = -410 3- B = -143 6-10 = -60 shall occur in plate contact area. (Except as noted) 5- 6 = +0 **CONTINUOUS "STRONGBACK" TO BE FIELD WEB is (2) 4X2 #3 SPF WEB B: (2) 4X2 #3 SPF APPLIED, DIRECTLY TO THE BOTTOM CHORD AT INTERVALS NOT EXCEEDING 10' 2X6 AT VERTICALS OR, [2]2X4'S IN THE SHAPE OF AN L BETWEEN PANEL POINTS IX3 1.5X3 O 1.5X3 O 3X4 26O 3X4 1.5X3 Lo 3X4 3X5 O 3X4 3X5 7O O9 70 3 4!"-6 1/Z"-3 3/4--6- 2'-9 3/4' 1'-6 112' 2'-9 3/4" 7,_2 n R = 362 R = 362 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR TYPE: 4X2 FLOOR TRUSS Connector plates shall be made from 20 gauge 6ratle A ASTM IA446-72) Prime. not-dIoDed L 0 A D I N G Designer: CJP galvanized steel Plates shall be applied to both tacos of truss at each joint where dimensions are not shown. place plates syemetricelly about the )olnt or as Indicated Ntp1l1N , CRITERIA TPI Scale: 1/4"=1 by circles (0) cutting and fabrication shall be accomplished using ecuipment whicn will produce snug fitting )dints and tally eeoedoetl plates. This design sesames that 4�°'��`•.••"�' ��� Top Chord 40.0 + 10.0 psf DATE: 09/15/93 the compression tap cndrtl 15 continuously braced by the roof sneathing. only permanent �J;e�..r, structural Dracing reduiretl of individual members is noted on this design Trusses ceS ••;`e+ Btm chord 5.0 pSf Check by: be dangerous ano can cause oamage and personal in)ury if improperly installed and/at ;•'� oraced. Persons erecting trusses are adviced to seek professional novice regardirm _ Total Load 55.0 p s f t mporery erection bracing which is always reouirea to prevent toppling and oominoinE Bracing shown on tnis drawing is NOT ERECTION BRACING. Refer to 'BRACING MOOD TRl15SES� _ Duration factor 0.0 Drawing N0. CO"NTARY AND RECOMMENDATIONS' as published by the Truss Plate institute for industry- standards in erecting trusses. (TPI) is located at 503 D'Onotrio Drive. Suite 200, -1Z,`.,• < Spacing 24.D" 6.C. Madison NI 53719 Tel: I6O0) 03?-5900 .�'� ��' TRUSS ENGINEERING CO. LAURENO,OAK MEADOW LOT# TYPE-C, WO#16057 SC-4 LUMBAR SPECIFICATIONS (NDS 1991) MEMBER FORCES FROM LEFT TO RIGHT Camber top and bottom chords 1/8' Tdb Chord: (1)4X2 1650f-i.5E SPF MSR 1- 2 ` +0 7- 8 - +232 1- 7 - -60 4- 9 6 -120 at midspan. Btm Chord: (1)4X2 1550f-i.5E SPF MSR 2- 3 - -363 B- 9 - +363 2- 7 - -351 5- 9 - +191 Webs (i)4X23 SPF 3- 4 - -363 9-10 - +232 2- B - +191 5-10 - -351 No excessive wane, knots or other defects 4- 5 - -363 3- 8 - -120 5-10 - -60 shall occur in plate contact area. (Except as noted) 5- 6 w +0 WEB is (2) 4X2 �3 SPF **CONTINUOUS 'STRONGBACK" TO BE FIELD WEB B: (2) 4X2 f3 SPF APPLIED, DIRECTLY TO THE BOTTOM CHORD j AT INTERVALS NOT EXCEEDING 10' 2X6 j AT VERTICALS OR, 12)2X4'S IN THE SHAPE OF AN L BETWEEN PANEL POINTS 11 1/2' '-10 1/ � 0 0 2X4 O 1.5X3 O 3X4 2O 3X4 1.5X3 cn 3X4 3X5 O 3X4 3X5 7O 9O 10 2'-9 314" 1'-1" 2'-9 314" 6'-8 1/2" R = 337 R = 337 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR TYPE: 4X2 FLOOR TRUSS Connector vistes Snell be woe from 20 gauge Grade A ASTM ,A446-72) Fame. hot-010940 L 0 A D I N G Designer: CJP galvanized steal. Plates Snell be applied to both faces of truss at each )Dint. Where dimensions are not shown. place plates symmetrically about the icint or as indicated t Ni1RIfr,�/ CRITERIA : TPI . ' ►,, Scale: 1/4 =i' by circles to). Cutting and fabrication Snell be accomplished using equipment wnicn will produce snug fitting joints and fully embedded plates. This design assumes that Top Chord 40.0 + 10.0 psf DATE: 09/15/93 the compression top chord is continuously braced by the roof sneathing. Only permanent -''C' tic•�• " r Structural bracing reouired of indivioual wmoers is noted on this design. Trusses can • B t m Chord 5.0 psf Cheek by: be dangerous and can cause demage and personal 1n)ury if improperly installed end/or _ r braced. Persons erecting trusses are advised to seek protessional novice regarding - Total Load 55.0 p s f temporary erection orating which is always reduired to prevent toppling and oominoing. Bracing shown on this drawing is NOT ERECTION BRACING. Refer to:'BRACING WOOD TRUSSES. Duration factor 0.0 % Drawing No.BRACING. COMMENTARY AND RECOMMENDATIONS' as published by the Truss Plate institute for industry _ standards in erecting trusses (TPI) is located at 583 D'Onofrio Drive. Suite 200, ;-t? r ; Spacing 24.0" 0.C. Madison Wl 53719 Tel: (SOB) 833-BM •t: '��t.1.IF r4ttp�Awt��. ! TRUSS ENGINEERING CO. LAURENO,OAK MEADOW LOT# TYPE-C, WO#16057 SC-3 LUMOEA SPECIFICATIONS (NHS 1991) MEMBER FORCES FROM LEFT TO RIGHT Camber top and bottom chords 1/8' Tpp Chord: (i)4X2 1650f-1.5E SPF MSR 1- 2 +0 9-10 = +595 1- 9 = -60 5-13 = +12 at midspan. Btm Chord: (1)4X2 1650f-1.5E SPF MSR 2- 3 -1041 10-11 - +1465 2- 9 = -901 5-14 = -269 Webs (i)4X2 �3 SPF 3- 4 = -1659 11-12 = +1845 2-10 = +664 5-14 = +2BB No excessive wane, knots or other defects 4- 5 = -1845 12-13 = +1845 3-10 = -630 6-15 = -630 shall occur in plate contact area. (Except as noted) 5- 6 = -1659 13-14 = +1845 3-11 = +288 7-15 = +664 **CONTINUOUS "STRONGBACK" TO BE FIELD WEB 1: (2) 4X2 f 3 SPF 6- 7 = -1041 14-15 = +1465 4-11 = -259 7-16 = -901 APPLIED, DIRECTLY TO THE BOTTOM CHORD WEB 14: (2) 4X2 f 3 SPF 7- B -0 15-16 = +595 4-12 = +12 B-16 = -60 AT INTERVALS NOT EXCEEDING 10' 2X6 AT VERTICALS OR, (2)2X4'S IN THE SHAPE I OF AN L BETWEEN PANEL POINTS i I i j 11 1/20 6'-7 1/2' 6'-7 1/2- Q 0 0 2X4 O 3X3 O 3X3 O 3X4 2O 3X4 3X3 3X3 LO 3X4 1.5X3 3X3 3X5 10 3X3 i2 1.5X3 ]4 3X4 3X5 9O ]] 13 ]5 ]6 .-6' 2'-6" 2'-6 31A' i'-I" 2'-6 31A' 2'-6" 1'-6' 1'-3 3 4 1'-14'-2 3/4' 2'-6' 2'-9" 14 '-2 1 2" R = 749 R = 749 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR TYPE: 4X2 FLOOR TRUSS Connector Plates anal l be mace from 20 gauge Grace A ASTM IA446-72) Prime. not-dipped � , t � , L O A D I N G Designer: CJP galvaniZed Steel. Plates Shall be applied to both taM of truss at Mn joint where ��* 4��- •••••• ,• F, ��, dimensions are not shown. Place plates symmetrically about the joint or as indicated G •°^Q�iG�• ✓ CRITERIA : TPI ' by circles (a). Cutting and fab rication shall be accomplished using eouipment wniCh °�G� �•G�•, - Scale: 1/4"=1 will Produce snug fitting ]tints and fully emoeooed Plates. This design assumes that c 4�;: Top Chord 40.0 + 10.0 psf DATE: 09/15/93 the compression too chord is continuously orecee by the roof sneatning. Only permanent ; structural prating reouired of individual menders is noted on tnis oesign Trusses can Btm chord 5.0 psf Check by: be dangerous and can cause damage and personal injury if improperly installed and/or braced. Persons erecting trusses are aoviced to seek Prbtessional novice regarding - Total Load 55.0 p s f temporary erection bracing wnicn is always reouirea to prevent toppling and oominoing. Bracing shown on this drawing is NOT ERECTION BRACING. Refer to:*BRACING WOOD TRUSSES ',����•,�' Duration factor 0.0 % Drawing No. CONK tar stenoar�osyinNerectiC nag tDrusse�• as(TPII oissned by locstedtne at T583sOPOnotriolate sOrivee Swten2 Otry '� s• ,` •••1� '��``` " Madison MI 537i9 lel 1500) a33-5900 , �����,«, Spacing 24.0 0.C. TRUSS ENGINEERING CO. LAURENO,OAK MEADOW LOT# TYPE-C, WO#16057 SC-2 MEMBER FORCES FROM LEFT TO RIGHT LUMQCi'� SPECIFICATIONS (NDS 1991) 1_ � _ +0 7_ B = +401 1- 7 = -so 4-10 = +17 umber top and bottom chords 1/B' Top Chord: (1)4X2 165Of-1.5E SPF MSR 2- 3 = -6+0 8- 9 = +401B83 2- 7 = --60 4-10 = -345 at midspan. OtmWeb Chord: (1)4X2 165Of-1.5E SPF MSA 3- 4 = -883 9-10 = +BB3 2- B = +352 5-11 = +362 No excessive wane, knots or other defects Webs (1)4X2 #3 SPF 4- 5 -545 10-11 = +B83 3- B - -345 5-12 = -6OB shall occur In plate contact area. (Except as noted) 5- 6 +0 11-12 = +401 3- 9 = +17 6-12 = -60 WEB 1: (2) 4X2 #3 SPF **CONTINUOUS 'STR0NGBACK" TO BE FIELD WEB 10: (2) 4X2 #3 SPF APPLIED, DIRECTLY TO THE BOTTOM CHORD AT INTERVALS NOT EXCEEDING 10' 2X6 AT VERTICALS DR, (212X4'S IN THE SHAPE OF AN L BETWEEN PAWL POINTS 1'-11 112' 4'-1 112' 4'-1 112„ 2X4 O 3X3 (a) 3X4 2XA 60 3X4 3X3 LC 3X4 1.5X3 3X5 O 1.5X3 10 3X4 3X5 7O 9O it 12 -6` 2'-6 3/4" 2'-1" 2'-6 3/4` 1'-6` 2'-9" 1' 3 4' 2'-1" 16-3 3 4' 10'-2 112" R = 529 R = 529 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR TYPE: 4X2 FLOOR TRUSS Connector plates mall be made from 20 gauge Bra0e A ASTN 4446-72) Prime. not-alpped L 0 A D I N G Designer: CJP galvanized steel. Plates snail as applied to both faces of truss at each joint. mere dimensions are not shown. place plates symmetrically spout the joint or as indicated CRITERIA : TPI Scale: 1/4"=1' by circles to) Cutting and foorication snail be accomaiisneo using equipment wnicn tyti!tjrf_ will produce snug fitting joints and fully eabedoed plates. Tnis design assumes that e„`,.� ;aN'l`.� Top chord 40.0 + 10.0 psf DATE: 09/15/93 the compression top cnoro 1s continuously braced by the roof sheathing only Permanent a?'�• o, structural bracing rewired of indiviwe] members is noted on this design Trusses can Btm chord 5.0 psf Check b re dangerous and can cause damage and personal injury if improperly installed and/or y' braced. Persons erecting trusses are soviced to seek professional advice regarding k Total Load 55.0 p s f temporary erection bracing which is always rewired to prevent toppling and cominoing ` Bracing snows on this drawing is NOT ERECTION BRACING. Rater to 'BRACING WOOD TRUSSES sr: Duration factor 0.0 Drawing No. CDWNTARY AND RECDN1fENDATTONS' as published by the truss Plate Institute top industry stanoaros in erecting trusses. ITPI) is located at 583 O'Onofrio Drive Suite 200. Spacing 24.0" 0.C. Madison MI 53719 lel- 1500) 833-59DO TRUSS ENGINEERING CO. LAURENO,OAK MEADOW LOT# TYPE-C, WO#16057 SC-1 MEMBER FORCES FROM LEFT TO RIGHT LUMBE SPECIFICATIONS (NOS 1991) umber top and bottom chords 1/2' Tpp Chord: (1)4X2 2100f-i.BE SPF MSR 1- 2 s +0 14-15 - +1142 ]-14 - -60 B-20 +81 at mldspan. -370 Btm Chord: (1)4X2 2100f-I.BE SPF MSR 2- 3 - -2910 15-17 = +46513J46 2-15 a +150573J 8-21 +387 No excessive wane, knots or other defects 3- 4 -3910 16-17 = +4651 2-15 +1506 9-2] Webs (1)4X2 #3 SPF 4- 5 - -5164 17-18 - +5555 3-15 = -1473 9-22 = -730 shall occur in plate Contact area. (Except as noted) 5- 6 = -591B 18-19 - +6159 3-16 - +1135 10-22 = +763 WEB 1: (2) 4X2 #3 SPF 6- 7 = -5229 19-20 = +6229 4-16 - -1101 10-23 = -1101 **CONTINUOUS 'STRONGBACK" TO BE FIELD WEB 23: (2) 4X2 #3 SPF 7- 8 = -6171 20-21 - +6171 4-17 - +763 11-23 - +1135 APPLIED, DIRECTLY TO THE BOTTOM CHORD B- 9 - -5915 21-22 - +5555 5-17 - -730 1]-24 = -1473 AT INTERVALS NOT EXCEEDING 10' 2X6 9-10 - -516A 22-23 - +4651 5-18 - +392 12-24 - +1506 AT VERTICALS OR, (232X4'S IN THE SHAPE 10-11 - -3910 23-24 - +3146 6-18 - -357 12-25 - -1731 OF AN L BETWEEN PANEL POINTS ]1-12 - -2155 24-25 - +i142 6-19 = +102 13-25 - -60 12-13 - +0 7-19 - -55 1'-0 1/2' 12'-10 1/2' 11'-7 1/2' O1 O O O O 11 2X 4X4 4 3X3 6 1.5X3 8 3X3 i0 4X4 12 iX3 1.5X3 O O O O O O 4X6 3X4 3X3 3X3 3X4 4X6 %o 4X4 3X3 1.5X3 3X4 4X6 4X5 4X6 i6 3X4 1B 3X3 20 3X3 22 4X4 24 ]4 15 17 ]9 2] 23 4X5 25 -6 2'-E' 2'-6' 2'-6' 2'-6" 1'-3 3!X-2' 2'-6 3/4" 2'-6" 2'-6" 2'-6" 1'-6' 2'-6" 2'-6" 2' Be 2'-6 314" 1'-2'1'-3 3 4 2'-6" 2'-6" 2'-6' 2'-9" 25'-6 112" F= 1373 F = 1373 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR TYPE: 4X2 FLOOR TRUSS Connector plates snail be not from 20 gauge Grade A ASTM IA446-72) Prim. not-oiDeed L 0 A D I N G Designer: CJP galvanized steel Plates anal] be applied to both faces of truss at eacn)oint Where dimensions are not snown. place plates symmetrically about the )olnt or as indicated ��P�.4C, 4 r CRITERIA : TPI Scale: 1/4"=1' by circles 10) Gutting and fabrication snall be accomolisned using eouwpment which Kill produce snug fitting )dints and fully embedded plates This design assumes that Co � Top chord 40.0 + 10.0 psf DATE: 09/15/93 the compression top cnord Is continuously braced by the roof sheatn]ng. Only permanents ; _ structural bracing reowred of individual members is noted an tnis design Trusses c:S _ Btm chord 5.0 psf Check by: be dangerous and can cause damage ano personal ln)ury if improperly installed ano/rs braced Persons erecting trusses ere soviceo to seek professional advice repardinj = Total Load 55.0 p s f temporary erection bracing wnicn is always reoujreo to prevent toppling and doninoing. Bracing snown on tnis crowing is NOT ERECTION BRACING. Refer to 'BRACING WOOD TRUSSES: Duration factor 0.0 % Drawing No. COMMENTARY AND RECOMMENDATIONS' as DubiYsned by the Truss Plate institute for industry standards in erecting trusses. (TPI) is located at 583 D'onotrid Drive. Suite 200, ��'��` Spacing 24.0" o.c. Madison ml 53719 Tel- 1508) 03?-5900 /,���J�+Ji� :. �'`•���� ' TRUSS)ENGINEERING CO. LAURENO,OAK MEADOW LOW TYPE-C, WO#16057 C-5 DUMBER SPECIFICATIONS (NDS 1991) MEMBER FORCES FROM LEFT TO RIGHT Camber top and bottom chords 1/0' }- 2 +0 9-10 = +617 }- g -60 5-13 = +14 Top Chord: (i)02 1650f-1.5E SPF MSR - at midspan. Btm Chord: (1)4X2 1650f-1.5E SPF •MSR 2- 3 = -1066 10-11 = +033 2- 9 = -934 5-14 = -303 Webs (i)4X2 f3 SPF 3- 4 = -1750 11-12 = +1960 2-10 = +698 6-14 = +322 No excessive wane, knots or other defects 4- 5 = -1960 12-13 = +1960 3-10 = -664 6-15 - -664 shall occur in plate contact area. (Except as noted) 5- 6 = -1750 13-14 = +1960 3-11 = +322 7-15 = +698 **CONTINUOUS "STRONGBACK" TO BE FIELD WEB 1: (2) 4X2 $3 SPF 6- 7 = -1086 14-15 = +1533 4-11 = -303 7-16 - -934 APPLIED, DIRECTLY NG THE BOTTOM CHORD WEB 14: (2) 4X2 #3 SPF 7- 8 -0 15-16 = 450 4-12 = +14 B-15 = -60 AT INTERVALS NOT EXCEEDING 10' 2X6 AT VERTICALS OR, (2)2X4'S IN THE SHAPE OF AN L BETWEEN PANEL POINTS 6'-7 1/2' 6'-7 1/2" O 0 }X3 1.5X3 O 3X3 O 3X3 O 3X4 2XA 8O 3X4 3X3 3X3 L i 3X4 1.5X3 3X3 3X5 10 3X3 i2 1.5X3 14 3X4 3X5 O }i i3 15 }6 n-6' 2'-6' 2'-6 3/4' 1'-6 1/2"2'-6 314" 2'-6" 1'-6' 2'-9' 2'-6" i'-3 3 "-6 i/FS f3 R = 775 R = n5 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR TYPE: 4X2 FLOOR TRUSS Connector plates shall be made from 20 gauge Grade A ASTM (A446-72) Prime. not-dipoed0 A D I N G Des 1 finer: CJP galvanized steel. Plates snall be applied to ootn faces of truss at each joint. where dimensions are not snown. place plates symmetrically about the Joint or as indicated it '.�� CRITERIA : TPI Scale: 1/4"=1' Dy circles (o). Cutting and fabrication shall as accomplished using eouipment which will produce snug fitting]Dints and fully embedded plates. Tnis assign assumes that Top chord 40.0 + 10.0 pSf DATE: 09/15/93 the compression top cnord is continuously oreced by the roof sheathing. Only permanent structural bracing reduired of individual weepers is noted on this design. Trusses can �y Btm chord 5.0 pSf Check by: be dangerous and can cause damage and personal injury if improperly installed and/or braced. Persons erecting trusses are adviced to seek professional novice regarding , Total Load 55.0 p s f temporary erection bracing wnicn is always reouired to prevent toppling and dominoing. Bracing snown on this drawing is NOT ERECTION BRACING. Refer to,"BRACING MOOD TRUSSES '!. Duration factor 0.0 % Drawing No. COMMENTARY AND RECOMMENDATIONS' as published by the truss Plate Institute for industry standards in erecting trusses. (TPI) is located at 583 D'Onotrio Drive. Suite 200. Spacing 24.0" 0.C. Madison wI 53729 Tel (60B) B33-5900 i TRUSSIENGINEERING CO. LAURENO,OAK MEADOW LOT# TYPE-C, WO#16057 C-3 LUMBER SPECIFICATIONS (NDS 1991) MEMBER FORCES FROM LEFT TO RIGHT Camber top and bottom chords i/B' Top Chord: (1)4X2 1650f-1.5E SPF MSR 1- 2 - +0 10-11 - +6Bi 1-10 - -60 6-14 +83 at midspan. Btm2- 3 - -1217 11-12 - +1731 2-10 - -1032 6-15 - 405 +42i No excessive bane, knots or other defects Web Chord: (1)4X2 #3 SPF .5E SPF MSR 3- 4 - -2017 12-13 - +2281 2-11 - +797 7-15 Webs (1)4X2 #3 SPF 4- 5 - -2375 13-14 - +2375 3-11 - -754 7-16 - -764 shall occur in plate contact area. (Except as noted) 5- 6 - -2294 14-15 - +2294 3-12 - +426 B-16 - +797 WEB 1: (2) 4X2 #3 SPF - - +i731 4-12 - -392 B-17 - -1032 **CONTINUOUS "STRDNGBACK" TO BE FIELD 6- 7 -2015 15-16 WEB 15: (2) 4X2 #3 SPF 7- 8 - -1217 16-17 - +681 4-13 - +137 9-0 = -60 APPLIED, DIRECTLY TO THE BOTTOM CHORD B- 9 - -0 5-13 - -7B AT INTERVALS NOT EXCEEDING 10' 2X6 AT VERTICALS OR, 1212X4'S IN THE SHAPE OF AN L BETWEEN PANEL POINTS 7'-10 112" 1 -6. 6'-7 1/2" 9 lO O3 5 7 O O O 1.5X3 iX3 SX3 1.5X3 O 3X3 O 1.5X3 O 3X3 O 3X4 3X3 3X3 3X4 cD 3X3 1.5X3 3X4 3X5 3X4 i2 3X3 14 3X3 16 10 11 13 15 3X5 17 I. -6' 2'-6" 2'-6' 1'-3 3/4''-7 112"2'-6 3/4" 2'-6" 1'-6' 2'-9' 2'-6" 2'1 3/4" 1'-7 1/2S'-3 3/4` 2'-6" 2'-9" 16'-0" 1 R = 848 R = B48 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR TYPE: 4X2 FLOOR TRUSS Connector plates snall De made from 20 gauge Grebe A ASTM IA446-72) Prine, not-dipped YlIII 44Srie", L 0 A D I N G Designer: C JP galvenized steel Plates shall be applied to both faces of truss at each joint. where dimensions are not shown. place plates symmetrically about the joint or as indicated r CRITERIA : TPI Scale: i/4"=1' by circles (a). Cutting and fabrication snall be accomplished using ecuipaent which will produce snug titting joints and fully embedded plates. Tnis Design assumes that Top chord 40.0 + 10.0 psf DATE: 09/15/93 the compression top chord is continuously braced by the roof snesthing Only permanent structural bracing reouired of individual members is noted on this design. Trusses can Btm chord 5.0 psf Check by: De dangerous and can cause damage and personal injury if improperly installed and/or braced. Persons erecting trusses are adviceo to seat professional novice regarding �° - Total Load 55.0 p s f temporary erection bracing whicn is always reouired to prevent toppling and ddminDing cc Bracing shown on this drawing is NOT ERECTION BRACING Peter to-'BRACING MOOD TRUSSES. Duration factor 0.0 % Drawing No. COMMENTARY AND RECOMMENDATIONS' as published by the Truss Plate Institute for industry standards in erecting trusses ITPI) is located at 583 D'Onotrid Drive Suite 200. Spacing 24.0" o.C. Madison MI 53719 Tel 1600) 633-5900 I � i j TRM ENGINEERING CO. LAURENO,OAK MEADOW LOW TYPE-C, WO#16057 C-2 LUMBER SPECIFICATIONS (NDS 1991) MEMBER FORCES FROM LEFT TO RIGHT Camber top and bottom chords i/B' Tdp Chord: (i)4X2 1650f-1.5E SPF MSR 1- 2 +0 8- 9 = +423 1- 8 = -60 5-11 = +82 at midspan. I' Btm Chord: (i)4X2 1650f-1.5E SPF MSR 2- 3 = -693 9-10 = +940 2- 8 = -642 5-12 = -379 3- 4 -1017 10-11 - +1017 2- 9 = +401 6-12 = +396 No excessive wane, knots or other defects Webs (i)4X2 IR3 SPF 4- 5 = -952 li-12 = +952 3- 9 = -367 6-13 = -642 shall occur in plate contact area. (Except as noted) 5- 6 -690 12-13 - +423 3-10 = +112 7-13 = -60 *XCONTINUOUS "STRONGBACK" TO BE FIELD WEB is (2) 4X2 Y3 SPF 6- 7 = +0 4-10 = -61 APPLIED, DIRECTLY TO THE BOTTOM CHORD WEB ii: (2) 4X2 #3 SPF AT INTERVALS NOT EXCEEDING 10' 2X6 I' AT VERTICALS DR, [2)2X4'S IN THE SHAPE OF AN L BETWEEN PANEL POINTS �o 5'-4 1/2" .�,1 -E' 4'-1 1/2" 7 O O O 2X4 iX3 1.5X3 O 3X3 O 3X3 O 3X4 1.5X3 3X4 co 3X3 3X4 3X5 3X4 i : 10 1.5X3 12 O 9) 11 3X5 13 -6' 2'-6' 1'-= 3/V-3 1/2'2'-6 314' 1'-6. 2'-9' 2'-6 3/4' 173 1/F-3 3 4' 2'-F 1o'-eh P = 555 R = 555 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR TYPE: 4X2 FLOOR TRUSS Connector plates shall be made from 20 gauge Grade A ASTM (4446-72) Prime. not-nipped �Nt�t�`1111f�f�r�� L 0 A D I N G C Designer: CJP galvanized steel Plates shell be applied to oath faces of truss at each )dint. *mere dimensions are not shown, place plates symmetrically spout the )dint or as indicated ���� �- • '�� CRITERIA : TPI Scale: 1/4'=1' by circles (a). Cutting and fabrication snall be accomplisneo using eouipment which f 5.'��a `.�► will produce snug fitting )oints and fully eaoedoed plates. This design assures tnat� Top chord 40.0 + 10.0 pSf DATE: 09/15/93 the compression top chord is continuously braced by the roof sneeth)ng. Only Permeneng structural bracing reouireo of indivioual members is noted on this design Trusses ce_ e _ Btm chord 5.0 pSf Check b be oangerdus and can cause osmsge and personal in)ury if improperly installed and/W y oracle. Persons erecting trusses are aoviceo to seek professional advice regarding o Total Load 55.0 p S f temporary erection bracing which is always reaured to prevent toppling and oominoing - e� Bracing shown on this orawing is NOT ERECTION BRACING Refer to.'BRACING MOOD TRUSSES ' va Duration factor 0.0 X Drawing No. COMMENTARY AND RECOMMENDATIONS' as published by the Truss Plate Institute for inoustry ��i '` 114 stanoaros in erecting trusses. (TPI) is located at 583 D'Onofrio Drive Suite 200. r�4 �r Spacing 24.0" o.c. Madison MI 53719 Tel I6081 633-5900 fzlifl}�itt}<<N r � TRUSS ENGINEERING CO. LAURENO,OAK MEADOW LOT# TYPE-C, WO#16057 C-1 LUMREA SPECIFICATIONS (NOS 1991) MEMBER FORCES FROM LEFT TO RIGHT Camber top and bottom chords 1/2' ]- 2 = +0 14-15 = +1165 ]-14 -60 B-20 +83 Top Chord: (i)4X2 2100f-i.BE SPF MSR 2- 3 = -2201 15-16 = +3214 2-14 -1764 8-21 _ -405 at midspan. Btm Chord: (i)4X2 2]OOf-i.BE SPF MSR 3- 4 = -4001 15-17 = +4764 2-15 = +1540 9-21 _ +421 No excessive wane, knots or other defects Webs (1)4X2 lP3 SPF 4- 5 = -5301 17-18 = +5B14 3-15 = -1507 9-22 = -764 shall occur in plate contact area. (Except as noted) 5- 6 = -6101 18-19 = +6364 3-16 = +1169 10-22 = +797 **CONTINUOUS "STRONGBACK" TO BE FIELD WEB 1: (2) 4X2 #3 SPF 6- 7 = -6459 19-20 = +6459 4-16 = -1135 10-23 = -1135 APPLIED, DIRECTLY TO THE BOTTOM CHORD WEB 23: (2) 4X2 f 3 SPF 7- 8 = -6377 20-21 = +6377 4-17 = +797 11-23 = +1169 AT INTEVALS NO EXCEEIG8- 9 = -6098 21-22 = +5B]4 5-17 = -764 11-24 s -1507 AT VERTICALS ORT(2)2X4oSNIN10THE2SHAPE 9-10 = -5301 22-23 = +4764 5-1B = +426 12-24 +1540 10-11 = -4001 23-24 = +3214 6-18 = -392 12-25 = -1764 OF AN L BETWEEN PANEL POINTS 11-12 = -2201 24-25 = +1165 5-19 = +137 13-25 = -60 12-13 = +0 7-19 = -78 12'-iO 1/2' 1 -6. 11'-7 1/2' O1 O O O O 1i 1.5X3 IX3 4X4 4 3X3 6 1.5X3 B 3X3 10 4X4 i2 iX3 1.5X3 O O O O O O 4X6 3X4 3X3 3X3 3X4 4X6 ca 4X4 3X3 1.5X3 3X4 4X6 4X5 4X6 i6 3X4 18 3X3 20 3X3 22 4X4 24 ]4 i5 17 19 21 23 4X5 25 -6" 2'-6' 2'-E' 2'-6" 2'-6" 1'-3 3/4_.'-7 112"2'-6 3/4" 2'-6" 2'-6" 2'-6' !'-6" 2'-9" 2'-6" 2'-6" 2'-6" 2'-6 314" 1'-7 1/21'-3 3/4 2'-6" 2'-6' 2'-6' 2'-9" 26'-0" R = 1398 R = 1398 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR TYPE: 4X2 FLOOR TRUSS Connector plates snail be made frOM 20 gauge Grade A ASTM (A446-72) Prim, not-CIDDetl l�,ttt�tmlltllli���� L O A D I N G Designer: C JP galvanized steel. Plates snail be applied to both faces of truss at each joint. "nape !\�►�`G WC C 'I/ ' dimensions are not snown, place plates syamaetricany about the ]pint or as indicated •• t„<< ..- << CRITERIA TPI Sea 1 e: 1/4"=1' by circles to) cutting and fabrication snail be accomviisned using eOuioment whien`i ;`',R�U � ��i� will produce snug fitting joints and fully embedded plates Tnis design assures tnW' :p�, J�� Top chord 40.0 + 10.0 psf DATE: 09/15/93 the compression top chord is continuously braced by the roof snestning Only persenek structural bracing reouireo of individual sewers is noted on tnis design. Trusses oan •C3 = Btm chord 5.0 pSf Check by: be dangerous and can cause osnage and personal injury if incroperly installed anoAor Draceo. Persons erecting trusses are noviceo to seek professional advice regarding = Total Load 55.0 p s f tanporery erection bracing wnicn is always recurred to prevent toppling and odminoing. Bracing shown on tnis upswing is NOT ERECTION BRACING Refer to 'BRACING MOOD TRUSSES'.- Duration factor 0.0 % Drawing No. COMMENTARY AND RECOMMENDATIONS' as published by the Truss Plate Institute for industry standards in erecting trusses. (TPI) is located at 593 D'Onofrio Drive. Suite 200, Spacing 2 4.0" O.C. Madison wI 53719 Tel 16O0) 833-5900 / ' r TRUSS ENGINEERING CO. LAURENO,OAK MEADOW LOT# TYPE-C, WO#16057 B-2 UMBER SPECIFICATIONS (NHS 1991) MEMBER FORCES FROM LEFT TO RIGHT Camber top and bottom chords i/B" 1- 2 = +0 9-10 - +665 1- 9 = -60 5-13 = +390 at midspan. Top Chord: (i)4X2 1650f-1.5E SPF MSR 2- 3 = -1162 10-11 - +1632 2- 9 = -941 6-i3 +390 Btm Chord: (i)4X2 1650f-1.5E SPF MSR 3- 4 -1841 li-12 = +2040 2-10 = +590 5-14 = -654 No excessive wane, knots other deflects Webs (i)4X2 #3 SPF 4- 5 = -1919 12-13 = +2040 3-]0 = -555 7-14 = +690 shall occur in plate contaacct area. 5- 6 = -1919 13-14 - +1632 3-11 = +290 7-15 = -941 **CONTINUOUS "STRONGBACK" TD BE FIELD (Except as noted) WEB 1: (2) 4X2 #3 SPF 5- 7 = -]]62 ]4-15 = +665 4-1� _ -+i� 8-]5 -60 APPLIED, DIRECTLY TO THE BOTTOM CHORD, WEB 13: (2) 4X2 #3 SPF 7- 8 = -0 AT INTERVALS NOT EXCEEDING 10' 2X6 AT VERTICALS DR, 12)2X4'S IN THE SHAPE OF AN L BETWEEN PANEL POINTS 6'-7 i/?. 2'-0' 5'-4 1/2" O O lO ].5X3 2 3X3 4 1.5X3 O 3Xi 5O X3 X3 3X3 O O 3X4 3X3 3X3 Q i .r, 3X4 1.5X3 3X4 3X5 10 3X3 12 3X3 14 11 13 3X5 15 _e• _6• �'-6 3/4" 2'-1 1/2` 1'-3 3 4'2'-6' 2'-6" 1'-3 3/4' -1 112' 2'-6 3/4' 2 '9' 14 '-0" R= 73B R = 736 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR TYPE: 4X2 FLOOR TRUSS ts��tiMMiffM L O A D I N G Designer: CJP Connector Plates shall be mace trot"20 gauge Grade A Asiv JA446-72) Prime. not-0100etl `\��N 6 ,�� ir���r i, galvanized steel Plates snail an applied to botn faces Of truss at each )Pint where \\�`� �� ti' �r� CRITERIA TPI Scale: i/4"=1' dimensions are not snown. Place Plates symmetrically about the )oint or as indicated by circles lo). Cutting and fabrication snail be accomlisned using equipment whit" will Produce snug fitting )Dints and fully embedtled plates This design assures that Top chord 40.0 + 10.0 pSf DATE: 09/15/93 the compression too chord is continuously braced oy the roo+ sneatning only Pernenent., . Btm chord 5.0 psf Check by: structural prating required of ineivioual members is noted on this oesign Trusses can=be Cancerous and can cause damage and Personal injury if imoroperiy installed and/or_ = Total Load 5 5.0 p S f braced. Persons erecting trusses are advIcec to SeeK crotessional novice regarding •• tenDarery erection bracino which is always required to prevent toddling and Coninoing factor 0•0 Drawing N o. Bracing shown on this Crowing is NOT ERECTION BRACING Refer tc-'BRACING MDDD TRUSSES Duration COMMENTARY AND RECOMMENDATIONS' as published by the Truss Plate institute tar industry sir . r.,'r Spacing 24•D" 0•C- is located at 5E3 D'Dnotrie Drive. Suite 200. standards in erecting trusses (TPI) Rio �1ik t�tt,, Madison NI 53719 Tel (606) 633-5900 fft�iiier�i�N TRUSS.ENGINEERING CO. LAURENO,OAK MEADOW LOT# TYPE-C, WO#16057 B-1 LUM ER SPECIFICATIONS (NDS 1991) MEMBER FORCES FROM LEFT TO RIGHT Camber top and bottom chords 5/16" i- 2 = +0 12-13 - +1050 1-12 - -60 7-17 = +83 at midspan. Top Chord: (i)4X2 i650f-1.5E SPF MSR 2- 3 = -1945 13-14 - +2B14 2-12 - -1485 7-1B - -432 Btm Chord: (1)4X2 2100f-i.BE SPF MSR 3- 4 -3424 14-15 - +4009 2-13 - +1244 B-IB - +449 No excessive wane, knots or other defects Webs : (1)4X2 #3 SPF 4- 5 = -4334 15-15 - +4534 3-13 - -1209 B-19 - -813 shall occur in plate contact area. (Except as noted) 5- 6 = -4742 16-17 - +4742 3-14 - +B49 9-i9 = +B49 **CONTINUOUS "STRONGBACK" TO BE FIELD WEB 1: (2) 4X2 #3 SPF 6- 7 = -4649 17-18 - +4649 4-14 - -B13 9-20 - -1209 APPLIED, DIRECTLY TO THE BOTTOM CHORD WEB 19: (2) 4X2 #3 SPF 7- B = -4331 18-19 - +4009 4-15 - +453 10-20 +1244 B- 9 -3424 19-20 - +2B14 5-15 - -417 10-21 - -14B5 AT INTERVALS NOT EXCEEDING 10' 2X6 9-10 -1945 20-21 - +1050 5-16 - +146 11-21 - -60 AT VERTICALS DR, (212X4'S IN THE SHAPE 10-11 - +0 6-16 - -76 OF AN L BETWEEN PANEL POINTS i i i 10'-4 1/2" 9'-1 1/2' 3 O O 1.5X3 1X3 o 3X4 3X3 3X3 3X4 iX3 1.5X3(�) O O 10 - 4X5 3X3 1.5X3 3X3 4X5 I i Q 3X4 3X3 3X3 4X5 3X5 4X5 14 3X3 i6 1.5X3 18 3X4 20 12 13 15 17 19 3X5 21 1'-3 3/41--7 1/2"2'-6 314" 2'-6" 2'-6" 2'-6" 2'-6 314" 1'-7 I/2S'-3 3/4'- 2'-6' 2'-6' 2'-9" 21 ' -0" R = 1123 R = 1123 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR TYPE: 4X2 FLOOR TRUSS Connector plates shall oe made from 20 gauge"de A ASTM IA446-72) Prim. not-Olpoed L 0 A D I N G Designer: CJP Z!"1 s9':"?20 galvanized steel Plates shall be applied to both faces of truss at each )pint where �.r'}^�"' �! dimensions are not shown. place plates symmetrically about the )oint or as indicated CRITERIA : TPI Scale: i/4"=1' by circles to) cutting and teorication snall be accomplished using eouipaent wnicn will produce snug fitting ]Dints and fully eabeddetl Plates. lnis design assures that Top chord 40.0 + 10.0 psf DATE: 09/15/93 the compression too endro is continuously braced by the roof sheathing only oerminent I structural bracing reouired of individual eemoers is noted on this design Trusses can G' Btm chord 5.0 QSf Check by: be dangerous and can cause oaeage and personal in)ury if improperly installed and/or T Draced. Persons erecting trusses are aoviceo to seek protessional advice regarding Total Load 55.0 p s f temporary erection orating which is always reduireo to prevent toppling and oominoing. Drawing No. Bracing shown on this orating is NOT ERECTION BRACING. Reter to 'BRACING MOOD TRUSSES Duration factor 0.0 X COMMENTARY AND RECOMMENDATIONS' aS oublisned by the Truss Plate Institute for industry Standards in erecting trusses (TPI) is located at 583 D'onotrio Drive Suite 200. Spacing 24.0" o.c. Madison MI 53719 Tel 1600) 633-5900 T 'MSS ENGINEERING CO. LAURENO,OAK MEADOW LOT# TYPE-C, WO#16057 C-2 LUMuER SPECIFICATIONS (NDS 1991) MEMBER FORCES FROM LEFT TO RIGHT No excessive wane, knots or other defects Top Chord: 2X 4 1650f-1.5E SPF MSR 1- 2 - -1635 1- 6 - +1390 2- 6 - -369 shall occur in plate contact area. Btm Chord: 2X 4 1650f-1.5E SPF MSR 2- 3 - -1338 6- 7 . +982 3- 6 = +475 Where no rigid ceiling is applied 3- 4 - -1338 7- 5 - +1390 3- 7 - +475 Webs 2X 4 f3 SPF 4- 5 = -i635 4- 7 = -369 directly to the bottom chord, it Shall be braced at intervals not exceeding 10'-0'. O 4X4 3X5 jSp 1) 3X5 Mal) 2 �J 1.5X3 1.5X3 is 12 r. 7 Q7 2X6 2X6 ZD Q 3X4 � O 5X5w/spl 5'-6 11/16' 6'-3 5/16' 6'-3 5/16' 6'-6 11/1E` 26,_0„ R=1195 R=1195 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR Connector plates snail be made from 20 gauge Grade A ASTM (A446-72) Prime. not-dipped L 0 A D I N G Designer: CJP galvanized steel Plates snail be applied to both faces of truss at each (pint. Where `,�«F1F1F Of dimensions are not shown, place plates symmetrically about the Ioint or as indicated �.a' CRITERIA : TPI Scale: i/4 =1 by circles (o). Cutting and fabrication small be accomplisnea using ecuipment which `*;♦��. �V �y��� will produce snug fitting Ioints and fully empedoed plates. This assign assumes that �. ; Top chord 30.0 + 7.0 psf DATE: 09/15/93 the compression top chord is continuously braced by the roof sneathing. Only permanent structural bracing reduired of individual members is noted on this design Trusses card Btm chord 10.0 psf Check by: be dangerous and can cause damage and personal injury if improperly installeo and/or_ MICRO. Persons erecting trusses are advicea to seek professional novice regarding .U - = Total Load A7.0 p s f temporary erection orating which is always reduireo to prevent toppling*no oominoing Bracing shown on this drawing is NOT ERECTION BRACING Refer to*"BRACING MOOD TRUSSES= Duration factor 15.0 X Drawing No. COMMENTARY AND RECOMMENDATIONS' as published by the Truss Plate Institute for industry�i stanceros in erecting trusses (TPI) is located at 583 D'Onotrib Drive. Suite 200. ,` �� Spacing 24.0" o.c. Madison MI 53719 Tel 1508) 833-5900 ��' ♦♦♦ �f11F111 11t,,e!` TRUSS.ENGINEERING CO. LAURENO,OAK MEADOW LOT# TYPE-C, WO#16057 C-4 'i LUMdER SPECIFICATIONS (NDS 1991) MEMBER FORCES FROM LEFT TO RIGHT No excessive wane, knots or other defects Top Chord: 2X 4 i650f-1.5E SPF MSR 1- 2 = -1375 1- 6 = +1166 2- 6 - -301 shall occur in plate contact area. 3- 4 Btm Chord: 2X 4 1650f-1.5E SPF MSR 2- 3 - -1156 7- 5 =-1156 6- 7 - +Bi t1166 3- 7 =3- 6 - +427+427 where no rigid ceiling is applied y Webs 2X 4 #3 SPF 4- 5 = -1375 4- 7 = -301 directly to the bottom chord, it I' shall be braced at intervals not j' exceeding 10'-0•. it I� !I i � 0 I; I 4X4 �I 1.5X3 1.5X3 � LD jl rn O 12 12 O !; tD 2X6 �� 2X6 iD LU i 1W i 1 Q 3X4 5X5w/spl r O 5'-8 11/16' 5'-3 5/16" 5'-3 5/16" 5'-8 11/1E" F-0" :f R=1007 R=1007 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR Connector Plates shall Pe made from 20 tt�iit�ifiifitf gauge frsoe A ASTN ,A446-72) Prime. not-dipped \`, � ` , L 0 A D I N G Designer: CJP galvanized steel. Plates shall be BPO12e0 to bath feces Of truss at each joint Mnere i dimensions are not shown• Place Plates symmetrically about the joint or as indicatke t ts� �'� CRITERIA : TPI Scale: 1/4•=1 Dy circles (o). Cutting and fabrication snail be accomolisned using eduioment wnlpn`� '1+ will produce snug fittingjoints and fully embedded Plates. Tnis design assumes Imat�' : l � Top chord 30.0 + 7.0 psf DATE: 09/15/93 the compression too chord is continuously Procne Dy the roof sheatning. Only derma ent A structural Drecing required of individual members is noteo on this design. TrusseZca (> a Btm Chord l0.0 psf Check by: be dangerous ano can cause damage and personal.injury if improperly installed um/df' braced Persons erecting trusses are soviceo to seek professional novice regarding Total Load 47.0 p S f temporary erection Drocing which 15 always required to prevent toppling and domino ••• [� Bracing shown on this drawing is NOT ERECTION BRACING. Refer to."BRACING MOOD TALSSE& •4. ���*� Duration factor 15.0 % Drawing No. COMMENTARY AND RECOMMENDATIONS' as Published by the Truss Plate Institute for industrjf_ - stan0ards in erecting trusses (TPI) is located at 583 D'Onofrio Drive. Suite 200. ,"it Spacing 24.0" o.c. Madison MI 53719 Tel: (soe) 833-5900 It I tf f TRUSS ENGINEERING CO. LAURENO,OAK MEADOW LOT# TYPE-C, WO#16057 C-5 4UMbER SPECIFICATIONS (NDS 1991) MEMBER FORCES FROM LEFT TO RIGHT No excessive wane, knots or other defects Top Chord: 2X 4 1650f-1.5E SPF MSR 1- 2 +0 1- 3 +0 2- 3 -126 shall occur in plate contact area. Btm Chord: 2X 4 1650f-1.5E SPF MSR Webs 2X 4 f 3 SPF i i O 1.5X3 = 12 7� m 2X4 m fU ru iD1 r` Q 1.5X3 1 -0 4'-0. R=161 R=161 i PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR Connector plates snall be made from 20 gauge Grade A ASIN IA446-72) Prime, not-diDDed L 0 A D I N G Designer: CJP galvanized steel Plates small be applied to both faces of truss.st each )oint. Where t f dimensions are not shown. place plates symatricany about the )oint or as indicated `IL Y t CRITERIA TPI Scale: 1/2"=1 by circles (a). Cutting and fabrication Shall be 8ccomp113ned using equipment which �%` �i� will produce snug fitting )oints and fully embedded plates. This design assumes that �'�'� � '••~ ��� g �. �•• Top chord 30.0 + 7.0 psf DATE: 09/15/93 the compression top cnord is continuously braced by the roof sheathing. Only permanent �. �` •�•- structural bracing required of individual Pampers is noted on tnis design. Trusses can B t m Chord 10.0 psf Check by: be dangerous and can cause damage and personal in)ury if improperly installed and/or braced. Persons erecting trusses are advicea to seek professional novice regarding = _ Total Load 4 7.0 p s f temporary erection bracing which is always reouired to prevent toppling and oominding. Bracing shown on this drawing is NOT ERECTION BRACING. Refer to-*BRACING WOOD TRUSSES: Duration factor 15.0 % Drawing No. COMMENTARY AND RECOMMENDATIONS' as published Dy the Truss Plate institute for industry •tff��[� standards in erecting trusses (TPI) is located at 5e3 D'Onotrio Drive. Suite 200. �, _ •n`. Spacing 24.0 o.c. Madison WI 53719 Tel 1606) 833-5900 �., TRUSS ENGINEERING CO. LAURENO,OAK MEADOW LOT# TYPE-C, WO#16057 C-1 LUMBER SPECIFICATIONS (NDS 1991) MEMBER FORCES FROM LEFT TO RIGHT No excessive wane, knots or other defects T,op Chord: 2X 4 1650f-1.5E SPF MSR 1- 2 = -694 1- 4 = +592 2- 4 +154 shall occur 3n plate contact area. Btm Chord: 2X 4 1650f-1.5E SPF MSR 2- 3 = -694 4- 3 =' +592 Where no rigid ceiling is applied Webs 2X 4 #3 SPF directly to the bottom chord, it shall be braced at intervals not exceeding 10•-0'. I I 4X4 i 12 12 1 7� Q7 3 O O 2X4 2X4 ' is r, r, Q� IQ 1.5X3 0 i e -o• e -o• R=725 R=725 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR Connector pintos snail De made from 20 gauge Grade A ASTM (A446-72) Prime, not-9100e0 L 0 A D I N G Designer: CJP galvenizoo steel Plates snail De applied to both faces of truss at eacn joint. mere Dimensions are not shown. Place plates symmetrically about the joint or as indicated CRITERIA : TPI Scale: 1/4"=1 by circles (c) Cutting and toorication small be accomplished using edulpment wnien will produce snug fitting joints and fully emoedoeo plates. This Design assumes that Top Chord 30.0 + 7.0 pSf DATE: 09/15/93 the compression top chord is continuously braced Dy the roof sneatning Only permanent structural Dracing required of individual members is noted on this design. Trusses can `�., , Btm chord 10.0 pSf Check by: be oangerous and can cause damage and personal injury if imoroperly installed and/or ,• _ Draced. Persons erecting trusses are adviced to seek professional advice regarding �`` � _ Total Load 47.0 psf temDorery erection bracing which is always rebutreo to prevent toppling ano dominoing. Bracing snows on this Drawing is NOT ERECTION BRACING. Refer to 'BRACING MOOD TRUSSES: ` - -:Duration factor 15.0 % Drawing No. i COMMENTARY AND RECOMMENDATIONS' as pubiisneo by the Truss Plate institute for industry ^ stanoards in erecting trusses. (TPI) is located at 503 D'Onotrio Drive. Suite 200. Spacing 24.0" o.C. Madison MI 53719 Tel 1609) a33-5900 TRUSS ENGINEERING CO. LAURENO,OAK MEADOW LOT# TYPE-C, WO#16057 C-3 • LUMBEIR SPECIFICATIONS (NOS 1991) MEMBER FORCES FROM LEFT TO RIGHT No excessive wane. knots or other defects i- 2 = -508 i- 4 = +431 2- 4 +i14 shall occur in plate contact area. Up Chord: 2X 4 1650f-1.5E SPF MSR Btm Chord: 2X 4 1650f-1.5E SPF MSR 2- 3 = -508 4- 3 = +431 Where no rigid ceiling 15 applied Webs 2X 4 #3 SPF directly to the bottom chord, it shall be braced at intervals not exceeding 10'-0*. I i I I 4X4 12 ,D 0 12 3 2x4 7� �7 O 0 T r� r`� I c Q 1.5X3 0 6'-°' L40 12'-0 L--0. R=537 R=537 PLATE; MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR Connector plates snail De woe from 20 gauge 6raoe A ASTM IA446-72) Prime. not-dipped ���""" ya L O A D I N G Designer: CJP galvanized steel Plates snail be apDlieo to both faces of truss at each )dint wnere `%.J► r fe��, ' Scale: i/4"=i' dimensions are not snown. Dlace plates symmetrically snout the joint or as indicated ���A '�i� CRITERIA TPI by circles (o). Cutting anti fabrication shall be accomplisned using eouipment wnicn `tea fie'•.' will produce snug fitting joints and fully eaoedoeo plates. This Design assumes that co : -`'• Top chord 30.0 + 7.0 pSf DATE: 09/15/93 the compression top chord is continuously braced by the roof sheathing. Only permanent w ' structural Drecing reouireo of individual members is noted on this design. Trusses can = Btm chord 10.0 pSf Check by: be dangerous and can cause damage and personal in)ury if improperly installed and/or braced. Persons erecting trusses are aoviced to seek professional advice regarding Total Load 47.0 p s f temporary erection bracing which is @)ways reoulred to prevent toppling and comincing. Drawing N o. Bracing shown on this brewing is MOT ERECTION BRACING. Peter to*'BRACING MOOD TRl15SES: .'•f`{` Duration f actor 15.0 X COMMENTARY AND RECOMMENDATIONS' as published by the Truss Plate Institute tar industry �-' '• �� Standards in erecting trusses. (TPI) is located at 583 o'onotrio Drive Suite 200. 'i �`' \ Spacing 24.0" o.e. Madison MI 53719 Tel: 1606) 633-5900 t s_ � mIMi • TRUSTS ENGINEERING CO. LAURENO,OAK MEADOW LOT# TYPE-C, WO#16057 G-1 LUABER SPECIFICATIONS (NDS 1991) MEMBER FORCES FROM LEFT TO RIGHT No excessive wane, knots or other defects op Chord: 2X 4 1650f-1.5E SPF MSR 1- 2 - -5100 1- 6 - +4317 2- 6 - +1647 4- 8 +1647 shall occur in plate contact area. Btm Chord: 2X 6 DSS So Pine 19% MMC 2- 3 - -3539 6- 7 - +4317 2- 7 - -1563 Webs 2X 4 #3 SPF 3- 4 - -3539 7- B - +4317 3- 7 - +3371 This girder is designed to support 26'-0' !Except as noted below) 4- 5 = -5100 8- 5 = +4317 4- 7 = -1563 trusses framing to the bottom chord from one side, and 2'-0" span from the other W- 3: 2X 4 1650f-1.5E SPF MSR Where no rigid ceiling is applied side framing to TC/8C split. ADDITIONAL UNIFORM LOAD: directly to the bottom chord, it TC: 74 PLF FROM JOINT i TO 5 shall be braced at intervals not BC: 577 PLF FROM JOINT i TO 5 exceeding 10'-0". 3 4X8 O O 3X7 3X7 i I La O O 4X10 12 fn 12 4X10 o 7� ; �7 J �. 1, r, 7X8 �Q 3X6 O 3X6 3'-4 3/0" 2'-7 5/6' 2'-7 5/B' 3/8' _ 1•-0" 3'-4 3/8" 2'-7 5/8,' �_O n 7 5/6' 3'-4 3/8' 12 ta— R=3717 R=3717 ' I PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR Connector pates shall be made trom 20 gauge Waoe A ASTN (A446-72) Prim. not-dipoed ' L O A D I N G Designer: CJP galvanized steel.Plates snail be applied to botn Laces of truss at each lo3nt where h + dimensions are nat shown, place plates symmetrically about the ]dint or as iildicatetl CRITERIA TPI SCa 1 e: 1/4"=1 oy"circles (01.= cutting and fabrication snail be accomolisned- using eduipment which i `.will produce snyq?fitting )pints and fully embecoeo plates This assign assures that ��� '� Top chord 30.0 + 7.0 psf DATE: 09/15/93 ' �tne corpression tap chord is continuously braced by the root sneaEnfing. Only Permanent � C!? i structural bracifi9�reau2rsa of individual members is noted on this assign Trusses can Btm Chord 10.0 psf Check by: i be dangerous and can cause damage and personal in)ury if improperly installed_ and/or braced. Persons erecting trusses are ativiceo to seek professional advice regarding - = Total Load A7.0 p s f temporary erection bracing which is always reouireo to prevent toppling and oominaing_ _ — Bracing shown on this drawing is NOT ERECTION BRACING. Refer tc.*BRACING WOOD TRUSSES: ••��`"�''' Duration factor 15.0 ,$' Drawing No. COMMENTARY AND RECOMMENDATIONS' as published by the Truss Plate institute for industry '.• �' `� standards in erecting trusses (TPI) is located at 583 D'Onotrio Drive. Suite 200. �i •� �� Madison WI 53719 Tel 1608) 033-5900 % ``�� Spacing See above v 1 OCT 2 1 1943 South Windsor BUILDING DEPARTMENT :�FDSOR TO THE BJILOINt DEPT. T,D VN C: Soi ii �y This certified that this plan and specifications are true copies of the proposed building or alterations t be erected at Street together with amendments stated in application and with all zoning. filed with plan and 1 agree to comP1Y be Building and state laws and such orders as shall issued by the Building Department during building of this application and final issuance permit. Signe ditio This plan approved subiect�t. t c shall be orders and ordinances regulating buiid�ng �.. complied with. shese filed !01* Conditionally Approve4 Elpf� ,Building Inspect([ Date PERMIT DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT Application is hereby : TOWN OF SOUTH WINDSOR BUILDING INSPECTION DEPT. APPROVED DISAPPROVED 1540 SULLIVAN AVENUE 644-2511 Ext . 230 ate ing Inspector Application must be printed or typed 1 . LOCATION OF JOB 5 &2�zr? & FEE SCIIEDULE No . Street , u $ 0 - $19000 - $10.00 Floor Apt. No. i Over $1,000 - $10.00 2 . OWNER �� L per $1 ,000 or --- fraction thereof v,J Sz, D e r 4. APPLICANT 5 . AD D R E S S 6. ESTIMATED COST $ 7 . IS THIS A CONTRACT COST 'C Y s No Da 8 . FEE ENCLOSED $ ado' 9. TYPE OF BUILDING: XRESIDENTIAL COMMERCIAL 10. TYPE OF JOB: Original Installati n Alteration/Additi n/Repair RO 3A 11/88 APPLICATION FOR ELECTRICAL PERMIT (Continued from Reverse Side) 11. LOCATION OF JOB � g rockov"Oe- 0, rcl--a- 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 -6 20. NO. OF CONVENIENCE OUTLETS 21. NO. OF HEAT CIRCUITS 22 . NO. OF POWER CIRCUITS 15 23. NO. OF LIGHT CIRCUITS 24. SIZE OF HEAT CIRCUITS 16 A 25 . NO. OF MOTORS 26 . NO . OF PANELS 27 . TOTAL WATTAGE 28 . NO . OF POWER FEEDERS 29 . NO. OF SWITCHES c2-4 30 . A/C LOAD 31. SIZE OF POWER FEEDERS 32. NO. OF FIXTURES oD--c' 33. TOTAL HORSEPOWER 34 . NAME OF SUBCONTRACTORS AND THEIR TRADES 35 . REMARKS AND FURTHER DETAILS : /01 LICENSE NO. SIGNATURE OF APPLICANT DA E PHONE NUMBER: Lot No. CY Building Permit___&jSI/ �LJ� Temporary Service rmanent Se ice Pursuant to Permit No. This Certifies that the Electrical Work for which the above named Permit was granted has been duly inspected and is hereby approved. Owner �� �eylc"" Electrician s U �'S f r Street Z Z 19.� Bonding Inspector Lot No. i Building Permit 7�jti T mP orary Service __ r 3 �manent Service t Pursuant to Permit No. Permit was ranted This Certifies that the Electrical Work for which the above named Perm 9 has been duly In and is hereby approved. Electrician j i Owner y Str et ' L 19 BuNdinp Inspector PERMIT N0. q31 - DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT C� Application is hereby ; TOWN OF SOUTH WINDSOR BUILDING INSPECTION DEPT. APPROVED DISAPPRO ED 1540 SULLIVAN AVENUE A5 u 644-2511 Ext. 230 DaZL— - t u ding pector Applications must be printed or typed 1. LOCATION OF JOB: FEE SCHEDULE 2. OWNER: , $ 0 - $19 000 - $10.00 3. ADDRESS: !!! ` c Over $1 ,000 - $10.00 per $1 ,000 or KejG-�2A- 4. APPLICANT: fraction thereof 5. ADDRESS: 3 Gl�07 0 6. EST. COST: $ 3,00o 7. IS THIS A CONTRACT COST? YES NO 8. FEE ENCLOSED: 0 V��) 9. TYPE OF BUILDING: _RESIDENTIAL COMMERCIAL 10. TYPE OF JOB: -7,X—ORIGINAL ALTERATION INSTALLATION ADDITION REPAIR BD 2A 11/88 APPLICATION FOR PLUMBING PERMIT (Cont. from Reverse Side) J �p , I 11. LOCATION OF JOB: A0�- l S PO vu GENERAL PLUMBING 12. KIND OF INSTALLATION: �-�� 13. SIZE OF MAIN DRAIN 7 11 14. NO. OF TOILETS-STYLE /,(0 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 I-SIZE oj 22. AREA OF ROOF 23, NO. OF CATCH BASINS 24. NO. OF FLOOR DRAINS 25. NO. OF OTHER FIXTURES I 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 3 t 31A. SIZES OF WATER PIPING & RISERS 3 32. REMARKS AND FURTHER DETAILS WATER HEATER 33. TYPE9_e2j34. MANUFACTURER 1q, Q L11�1 4/ANKS SAFETY DEVICES TEMPERATURE 35. CAPACITY v 39. RELIEF VALVE ,�l[�. aGd B 3 36. TEST PRESSURE LBS. 40. MANUFACTURER (A&Z 7114 .37�-/159 37. WORKING PRESSURE LBS. 41. PRESSURE RELIEF VALVE 38. TYPE 42. MANUFACTURER 2-a V06 LICENSE NO. AT SIGNAT E OF APPLICANT PHONE NO. Q�9/- OM- CE USE ONLY APPLICATION FOR HVAC PERMIT DATE: JO ' "f ,97 ) TOWN OF SOUTHWINUSOR EST.COST: BLDC. PERMIT N0. D ,� 1540 SULLIVAN AVENUE FEE SOUTH WINDSOR, CT 06074 644-2511 - Ext. 230 $100© - 519000 - $ 0 or fraction LOCATION OF BUILDDW_j �' �( S �- , N�< C( 1� thereof - $10.00 :6= OWNERi ADDRESS TOWN PHONE NO. T _ p C- AC CONTRACTOR ADDRESS TOGN PHONE NO g --9Z7 TYPE OF SYSTEM: HEATING _ TYPE OF BUILDING: RESIDENTIAL A/C COMMERCIAL VENTILATION _ BUSINESS INDUSTRIAL IF HEATING: STEAM LOW PRESSURE LIMIT_LBS. HILH PRESSURE LIMIT_LBS. HYDRONI ..._ WARM IA R UNIT RADIANT HEATER (INCLUDING WOOD TCOAL BURNING STOVE _ — ) TYPE OF FUEL. OIL-GPM_ GAS IN-PUT ELECTRIC KW WOOD COAL _ OIL TANK - SIZE & LOCATION. INSIDE OUTSIDE_ CAPACITY LPG TANK - CAPACITY EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION_.�F4. DESIGN TEMP. OUTSIDE OF INSIDE OF IF IFFERENCE0F TOTAL HEAT LOSS (BTUH)� HEA SSHEET_ AC5QMPANY AP ICATI ) DESCRIBE ALL HEATING QUI (INCLUDING MAR ODft NOAIBSm,-;V d CAPACITY (INPUT-BTUH NET RATING (OUTPUT-B G�� IF AIR CONDITIONING: DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN (BTUH) (SEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT (INCLUDING MAKE 6 MODEL NO.): TONNAGE COOLING CAPACITY (BTUH) IF VENTILATION: DESCRIBE ALL AIR-HANDLING EQUIPMENT (INCLUDING KITCHEN E(HAUSE 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: 367'�S�( 57 6lev STATE LICENSE - NAME & TYPE # SATtSIGNA OF APPLICANT A 8D 4A 11/88 I - B- R CALCULATION SHEET 1503 (Modern Method) Copyright 1971 by The Hydt nice Institute OWNER ADDRESS DESIGN TEMPERATURE DIFFERENCE P. DATE COL.A COL.9 COL.C COL.D COL.E COL.F COL.G 1 ROOM E Design Water Tamp. O H L W H L W H L W H L W H L W 2 ROOM DIMENSIONS, FT. ~ U OTUH pew F t of 3 LENGTH EXPOSED WALLS,FT. < Radiation Selected 4 WINDOW AND OUTSIDE DOOR AREA U. BTUH BTUH BTUH BTUH BTUH S WALL CONSTRUCTION ROOM LIN. FT.OF (Table 9, Line 3 x HI TOTALS RADIATION 8 TYPE Of GLASS FROM LINE 12 SELECTED (Bottom f table used for Line S) 7 CEILING CONSTRUCTION C (Table 9,L x W) g FLOOR CONSTRUCTION1 (Table 9, L x W or Lin. F t) E 9 COLD PARTITION CONSTRUCTION P HI (Table 9, L x G 10 _0 1 Wail(With Openings)) tD 2 Wells(With Openings) X .j 1 3 Wells IWioh Openings)or Ent.Hall 1. 11 TOTAL BTUH AT 70F TEMP DIFFERENCE' 12 TOTAL BTUH AT DESIGN TEMP. DIFFERENCE K COL.A COL.B COL.H COL.1 COL. J COL.K COL.L TOTAL BTUH TOTAL '— -- — --- --- _---- -- — OF SUILOIN RADIATION 1 ROOM ¢ AT SELECTED O H L W H L W H L W H L W H L W DESIGN TEMP-* 2 ROOM DIMENSIONS,FT I' DIFFERENCE UF - 3 LENGTH EXPOSED WALLS, FT. 4 WINDOW AND OUTSIDE DOOR AREA LL BTUH BTUH BTUH BTUH BTUH 5 WALL CONSTRUCTION *INCREASE BATHROOM ITable 9,Line 3 x HI TOTAL 20% 6 TYPE OF GLASS (B It m f table used lot Line SI -- -- — - tFOR CONCRETE FLOOR ON 7 CEILING CONSTRUCTION GROUND OR FILL AT (Table 9, L x W) GRADE LEVEL,USE LINEAR g FLOOR CONSTRUCTIONt FEET OF EXPOSED EDGE (Table 9.L is W or Lin Ft.) 9 COLD PARTITION CONSTRUCTION (Table 9,L x H) 10 c 1 Well(With Openings) O - 2 Wells iWith Openings) O X --- ----- - ------- - ---- — 3 Wells(With Openings) or Ent.Hall J 11 TOTAL BTUH AT 70F TEMP DIFFERENCE' 12 TOTAL BTUH AT DESIGN TEMP DIFFERENCE FORM 1503 This form Is available from The Hydr nice Institute. 35 Russo Piece,Berkeley Heights,N J 07922 �age 1 ********************************************************************** ******** Natzonal Mechaniral Contractors ' 459 John Fitch 81vd. (RT 5/ South Windsor, CT 06074 (203) 291-9663 10-19-1993 MAPLE LEAF CONSTRUCTION 644-3500 1750 ELLINGTION ROAD SOUTH WINDSOR CT 06074 Hea loss is based on a Design Temp. Difference of 8o The 8TU' S per foot of radia zon is 58() -------------------------------------------------- --------------------------'---- LIVING ROOh CEILlNG HElGHT IS 8. 00 FLEA. VOLUME IS 153 CUBIC FEET 4 EXPOSED OPENINGS, TOFALING >>.`>> `>) >>.1>>>>>�` />> >>/ 63. 48 SQUARE FEET 3 EXPOSED WALLS, not includinq openi rig s, TOTALING 256. 52 SQUARE FEET ROOM SIZE IS 16. 00 LONG bv 12. 00 WIDE. TOTALING >.> 192, O0 SQUARE FEET WINDOW TYPE IS: U-Value = . 551 . Dounle Pane, Clear Glass WALL TYPE IS: U-Value = . 09, Frame lnsulated CEILING TYPE IS: U-Value = . 033. (R) 30 Ceilzng FLOOR TYPE IS: U-Value = . 08, Floor, over Enc1osed. Unconditioned soace �EAlLOSS The Total BTUH for the ou�sicje wal1s are 1 . 847 The Total BTUH for the Exnosed Openings are 1 . 620 The total BTUH for the cezlzngs 499 The total BTUH for I-he floors cD14 The B T U H infiltratzon for the openznqs zs 2. 290 THE TOTAL 8TUH FUR THIS ROOM IS 6, 871 Tne total fee-t of radiation reouired +or thzs room zz . 8 _........ __________________________________________________ DINNlNG ROOM CEILING HEIGHT IS 8. 00 FEEl . VOLUME lS 800. 00 CUBIC FEET 2 EXPO6ED OPENlN66, TO [AL1NG ; �>/��/�`/>/��>�>>/> '� � � >/ 25. 20 SQUAkE FEET 2 EXPOSED WALLS. not inclv tdinq openinqs OlA|.1NG `>> z34. 80 SQUARE FEEl' ROOM SIZE IS 10. 00 LON6 10. (/0 WlDE. 100. 0(.j SQUARE FEET WINDOW TYPE IS: U-Value = . 551 , Double Pane. Clear 6lass WALL TYPE IS: U-Value = . 09, Frame lnsulateo CEILING TYPE IS: U-Value = 0, Conditioned soace above FLOUR [YPE lS: U-Value = . 08, Floor, over Enc1osed. Uncondztzoned space HEATLOSS The Tota] BTUH for the outside walls are 971 The Total BTUH for the Exposed Openings are 1 . 1l1 The total BTUH for ttie ceilings (` The total 8TUH for the floors 320 The 8TUH infzltration for �he openzngs zs 909 THE TOTAL 81-UH FOR "[HIS ROOM IS 3" 311 The total feet of radiatzon rpquzred !"or 'this room 5. 7 page l _......... ............. KITCHEN CEILING HEIGHT IS 8. 00 FEET, VOLUME Iob 2048. 00 CUBIC ROT 5 EXPOSED //!// / / �/ 25. 28 SQUARE FEET 2 EXPOSED WALLS, not includinp openi.nqs. TOlALIN6 >> ` 230. 72 isQUARE FEET ROOM SIZE IS 16. 00 LONG bv 16. 00 WIDE 6. 00 SQUAHE FEET WINDOW TYPE IS: WOOL ue = . 551 , Double Pane ear / ass W A L L TYPE lS: U-Value , ame Insu1ated CEILING TYPE IS: U-Value = 0. Conditionecl soace above FLOOR TYPE IS: U-Va] ue = . 08. FIoor, over Enclosed, Unconditioned soace HEATLOSS The Total BTUH for the outside wa1ls are 1 . 66z The Total BTUH for the Exposed Ooenings are 1 . 115 11-1e total BrAl for t.ne cei1znqs ') The total Bl'UH for the floors 819 The B T U H infz1tratzon fR."^ 17171e ooenzr'os 1 � THE TOTAL 8TUH FOR THIS HdUn lS The total feet of radiation reouzreC! 1:nr zs room 7. o _.......... _______________________________ ENTRY CEILING HEIGHT TS 8. 00 FEET, VOLUME [S 1352. 00 CUBI[ FEB' 2 EXPOSED 23. 64 SQUARE FEET 1 EXPOSED WALLS, not includzng openzngs. TOTALING ) >/ 80. 36 SQUARE FEET ROOM SIZE IS 13. 00 LONG bv 13. 00 WIDE. TOTALlNG /> 1b9. 00 SQUARE FEET WINDUW TYPE 1% U-Value = . 551 . Double Pane. Clear Glass WALL TYPE lS: U-Value = . 09, Frame lnsulated CEILING TYPE lS: U-Value = 0. Condztioned space above FLOOR TYPE IS: U-Value = . 08, Floor. over Enclosed. Uncondztzone space HEATLOSS The Tota1 BTUH for the outside walls are 579 The Total BTUH for the Exposed Ooenzngs are 453 The total BTUH for the ceilzngs V The total BTUH for the floors 541 The BTUH infiltration for the openzngs zs 853 THE TOTAL 8TUH FOR THIS ROOM IS 2, 425 The total feet of raozatzon requzred for this room isEDRUOM 1 CEILlNG HEIGHT IS 8. 00 FEET, VOLUME 16 i5b E). 00 CUBIC FEET 2 EXPOSED OPENINGS, TOTALIN6 16. l2 SQUARE FEB 2 EXPOSED WALLS, not zncludzng openings, TOTALING /> ` 207. 88 SQUARE FEET ROOM SIZE IS 15. 00 L.ON6 in 13. 00 WIDE. TOTALl 195. 00 SQUARE FEET WINDOW TYPE IS: U-ValuERE = . 551 . Double Nane. Clear Glass WALL TYPE IS: U-Value = . 09. Frame lnsulated CElLING TYPE IS: U-Value = . 033, /R/ �eilzrig FLOOR TYPE IS: U-Value = . 08, Floor, over Enclosed. Unconditioned soace HEATLOSS The Total BTUH for the outside walls are 1 , 497 The Total Bl'UH for the Exoosed Ooenzngs are 711 The total BTUH for the ceilzngs 150� ' Paoe T_� -----' - The BTUH infiltratzon for the openzngs is 58� THE TOTAL BTUH FOR THlS RUOM IS 3. 920 The total feet of radiatzon reouired for this room 6.8 ____..... ............. _____ BEDROOM CElLING HEIGHT IS 2. 00 FEET ] 6 J12. 00 CUBI[ FEET 2 EXPOSED OPEN I NGS, TOTAL l NG / � 16. 1 2 GQUARE FEE T 3 EXPOSED WALLS, not including openi.ngs. TOTALlins x>> 4Q. 88 6QUARE FEET ROOM SlZE IS 12. 00 LON6 bv 13. 0o WlDE. [OTALlN6 1563. 00 SQUARE FEET WINDOW TYPE IS: U-Value = . 551 . Double Pane. Clear 6lass WALL TYPE ISx U-Va1ue = . 09, Frame lnsu] ateo CEILIN6 TYPE IS: U-ValLIE? = . 0370, (R) 30 1 Cez ] zng FLOOR TYPE IS: U-Value = . 08, Floor, over Enclosed, Uncondztionecl space HEATLOSS The Total BTUH for the outside wal1s are 359 The Total BTUH for the Exposed Openinos are 711 The total BTUH for t�ie cezlzngs 406 The total BTUH for the floors 499 The BTUH infzltration for trje ooeninqs :Is 582 THE TOTAL BTUH FOR THIS ROOM IS 2, 556 The rotal feet of racJzatzon reouzreo for thzs ,nom 4. 4 8EDROOM 3 CEILING HEIGHT IS 8. 00 FEET. VOLUME IS 1040. 00 CUBIC FEET 2 EXPOSED OPENINGS. TOTALlN6 />>��>� :` / 1b. 12 SQUARE FEET 2 EXPOSED WALLS, not zncludirig openings, TOT ALIN6 >>'.: 1�)7. 88 SQUARE FEET ROOM SIZE I 13. 00 LONG bv 10. 00 WIDE. TUT it.Itoo >> 130. 00 SQUARE FEET WINDOW TYPE IS: U-Value = . 551 , Double Pane, Clear 6lass WALL APE IS: U-Value = . 09, Frame lnsulated CEILING TYPE IS: U-Value = . 033, (R) Cezling FLOOR TYPE I8: U-Value = . 08, Floor, over Enclosed, Unconditioned space viEATLO6S The Total BTUH for the outszde wa1ls are 1 . 209 The Total BTUH for the Exposecl Openings are 711 The total BTUH for the cez1zngs 338 The total BTUH for the floors 416 Tne BTUH znfiltration for the ooenings zs 582 THE TOTAL BTUH FOR THIS ROOM IS 3, 255 The total feet of radiatzon requzred for thzs room 5.6 MASTER BATH CEILING HEIGHT IS 8. 00 FEET. VOLUME IS 360. 00 CUBIC FEET 1 EXPOSED OPEN 1 N6S. TOTAL l N6 5. e& SQUARE FEET 1 EXPOSED WALLS, not zncluding open3.ngs" TOTALIN6 /; / 34. 40 SQUARE FEET ROOM SIZE'.' I6 9. 00 LON6 tiv 5. 00 WIDE[. rOTALiN 45. 00 SQUARE FEET WINDOW TYPE l5: i/-Va1ue = . 551 , Qmuo] e *ss_ - _ Page 4 WALL TYPE IS: U-Value = . 09v Frame InsulateCj CE1LING TYPE IS: U-Value = . 033, (R) 30 Cie?ilzng FLOOR TYPE IS: U-Value = . 08, Floor. over 1. nclosed, Uncondztioned space AEATLO�� The Total BTUH for the ourside wa 248 The Tota1 BTUH for trie Exoosed Ooeninos are 247 The total BTUH for the cei1zngs 117 The total BTLid for the floors 144 The BTUH znfjltration for ie openzngs zs 202 THE TOTAL BUM FOR THlS RUOM lS 958 The total feet of radiation reouzred for thjs room 1 . 7 BATH 2 CElLING HEIGHT IS 8. 00 FEET. vOLUME 15 280. 00 CUBIC FEET 1 EXPOSED OF-EN 1NGS. TOTALlOMB //:"/ X>X //>>/ ` //>> 5. 60 SQUARE FEET z EXPOSED WALA'S, not includzng openinns. TOTwL. | W6 ' 34. 40 SQUARE FEE7 ROtip! SlZE IS 7. 00 LON6 00 W] A., TUlALlN[` � / 35. 00 SQUARE FEET W�NDUW T';PE 1S: U-Value Double Pane, Clear 61ass WALL TYPE IS: U---Value = . 09. Frame Insu1ate(.1 CEILING TYPE IS: U-Value = . 033. (R> 30 Ceilzng FLOOR TYPE IS: U-Value = . 08" Floor, over Enclosed, Uncondztzoneu space HEATLOSS The Total BTUH for the outside wa1ls are 248 The Fotal 8TUH for the Exposed Openzngs are 247 The total 8TUH for the ceilzngs 91 The t.otal 8TUH for the 41oors 112 The BTUH infz1tration for t:PIe openings is 202 THE TOTAL BTUH FOR THIS ROOM 1S '?00 The total feet of radiatzon reouired for Lhzs room 1 . 0 __..... ........... ________________________ CLOSET CEILlNG HElGHT IS 8. 00 FEE[ . VULUME 1S 392. 00 CUBlC FEET 0 EXPOSED OPENlN6S. TOTALING SQUARE FEET 2 EXPOSED WALL6, not includzng openzngs, TOTALlNG >>> 112. 00 SQUARE FEET ROOM SlZE IS 7. 00 LONG by /. 00 WIDE. TOTALlN6 // 49. 00 SQUARE FEET WINDOW TYPE IS: U-Value No ooenzngs in this room WALL TYPE IS: U-Value = . 09. Frame Insul ed CEILING TYPE IS: U-Value = . 033. (R) 30 Ce3 1inq FLOOR TYPE IS: U-Value = . 08, Floor, over Enclosed, Unconditzoned space k-iEAl'LO6S The Total BTUH for the outside walls are 80=� The Tota1 BTUH for the Exposed OpenIngs are 0 The total BTUH for the cezlzngs 127 The tota1 BTUH for the floors 157 The BTUH znfiltratzon for the openings zs 0 THE TOTAL BTUH FOR THIS ROOM 1S z The total feet of radiatzon reou:1red for s room 1 . 9 ***********************************WA * "Or***** * ***#***********************� VOLUME IS' >/>>> �>/) />> />�>�) >>>> � /> 9680. 00 CUBIC FEET EXPOSED 0PENINGS~ [OTALlN6 >>>>>>> >:1>> `»>>>/>>>>> 197. 1b SQUARE FEET EXPOSED WALLS, above grade not 1171clu1:11ng ooenzngs 1308. 84 SQUARE FEET TOTAL SQUARE FEET, of walls below graue o. 00 SQUARE FEEl FLOOR AND CElLIN6 S1ZE 1S 1327. 00 SQUARE FEET HEATLOSS lhe Total BTUH for tne wa1ls above qrade are 9, 424 The Tol:al BTUH for the walls below grade are 0 The Total 8TUH for -t he Exposed Openings are 6, 9246 The tota] BTUH for the ce� lings 2, 085 The total BTUH for the floors 4, 24en The BTUH infiltration for the wzndows zs 7, 113 T O T A L B T U H, l H 1 6 B U I L D 1 N 6 29, 794 The total feet of radiatzon required 51 . 4 **************iK*********All******************************************************* End of report Electric# APPLICATION FOR BUILDING PERMIT Plumbing# 15 p D INK CIRCLE HVAC # 22644 Date. `1 Sprinkler# No. FINAL PP OV Estimated Cost $ U Buildir 9� �� COMPLETE RED BOXED AREAS Permit Fee $ �d Engineer g TYPE OR PRINT ONLY Occupancy Fee $ Affidavit SIGN ON REVERSE SIDE Appr.for CO. Total Fee $ f a TO BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following specifications: Job Location / Lot No. Side of Street Zone ft Applicant 'T L w Iv S T.I. # Address ip 06 -Lic.# Owner Address Architect Address Sq. Ft.New Area: 1st FI. 2nd FI. 3rd FI. Total New Area #Rooms # lavator' s # throoms #Garages Purpose of this permit: _&-4zAiveo/ City Water 2' Well ❑ Septic System ❑ Sewer;,K Use Group Construction Typ Area / Bas ment Garage Approved by Date z2 RevK.d 6/95 I hereby agree to conform to all the requirements of the Laws of k State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any all ion the plans or specificatio the Budding for which this permit is asked, and agree that this budding is to be locat the pro ter distanc from all et I' de yard lines and required distances from all other zones and is located in a zone i Signed_ LIZX-1-1 I hereby apply for a Certificate of Occupancy fort described in this application for the permit Signed -- DO NOT WRITE BELOW THIS LINE -- INSPECTION COMMENTS 111bPeULlUll / APPLUVdl UdLU tsy KN(J1 Code Description Due Whom Code Comment ------------------------------------------------------------------------------- 95-22644-B 750 B10 FINAL 11/21/95 JFH D NOT DONE B10 FINAL 05/24/96 JFF A APPROVED FOR CLOSEOUT