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HomeMy WebLinkAbout11 Podunk Circle Building SPECTI s• APPLICATION FOR BUILDING PERMIT PlumbingI It HVAC 11 PODUNK CIRCLE Date: S 3 Sprinkler i I Electric Estimated Cost $ 611 boo Zoning Permit Fee$ "10 Affidavit NO. 20950 Occupancy Fee $ Eng. Dept. COMPLETE RED BOXED AREAS. (P73 Fire Dept. TYPE OR PRINT ONLY Total Fee $ Health Dept. Approved for CO:T'� SIGN ON REVERSE SIDE. (Additional Cost) $ --D _ TO BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT The undersigned, hereby applies to do work according to the following specifications: Job Location "0A,11— 11 L Lot No. Side of Street _Zone Applicant MAPLE LEAF CONSTRUCTION; INC. Tel. # (PL4q-3SoO Address 1750 ELLINGTON ROAD Zip Lic.# E W04DSM,GT 06074CITY STATE Owner Address Architect ddress i Size New Area: Ft. Front Overall Ft. Deep Overall �(� Total Area 33 #Garages � f Lavatories Size of Lot 3 q 1 I Dist. from Street Line --Bath rooms Rooms 1 st 3 2nd (P3rd Purpose of this Permit JD &-oa� Q-W /1 City Water Well 0 Septic 0 Sewer 01__ Use Group Construction Type Approved by Date 13D1A 11/88 I hereby agree to conform to all th requirements of the Laws of the Stat 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. M LE LEAF CONSTRUCTION, INC. Signed 750 ELLINGTON ROAD T 06074 1 hereby apply for a Certificate of Occupancy for the work described in this application for permit. MAPLE LEAF CONSTRUCTION, INC Signed 1750 ELLINGTON ROAD T 06074 —DO NOT WRITE BELOW THIS LINE— INSPECTION RECORD Footing Framing Foundation Fireplace/Chimney Insulation Plumbing Permit# y � � Inspections: HVAC Permit# U Inspections: Electrical Permit# 2(!?0 7 Inspections: Sprinkler Permit# Inspections: Location of job AFFIDAVIT Additional Fee —0 State of Connecticut ss. County of Hartford � er I of d,�-�' for building erected under ontractor Permit No. .20950 issued by the Dep't 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 was . .$.7.4.,3 0.0...0 0ZA .. . hl." Signed Subscribed and sworn to before me this da A.D. 19 EsEimate Cost:$ 7 4 ,3 0 0 . 0 0 _0_ Difference: $ � o blic Inspection / Approval Date By ppl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- 93-2095O-B 67 ,000 BO1 FOOTING 09/30/93 JFH A BO2 FOUNDATION 10/12/93 JFH A BO9 OTHER 10/21/93 JFH FRAMING W/ MARYANNE BO3 FRAMING (ROUGH) 10/29/93 MAB A W. J. COLLINS EO3 ROUGH 10/29/93 MAB A W. J. COLLINS PO3 ROUGH 10/29/93 MAB A W. J. COLLINS 00/00/00 H03 ROUGH 10/29/93 MAB A W. J. COLLINS B04 INSULATION 10/29/93 MAB D B03 FRAMING (ROUGH) 10/28/93 MAB D BO4 INSULATION 11/01/93 JFH D AM NOT READY P03 ROUGH 11/01/93 JFH D A.M. NOT READY BO4 INSULATION 11/01/93 JFH D P.M. NOT READY P03 ROUGH 11/01/93 JFH D P.M. NOT READY B04 INSULATION 11/02/93 JFH D NOT READY PO3 ROUGH 11/02/93 JFH D NOT READY E01 SERVICE 12/02/93 JFH A RELEASE ISSUED B09 OTHER 12/03/93 JFH &MAB SHUTOFFSTAIRSPOSTPLYWOODSTAIRSUPPORT H09 OTHER O1/13/94 JFH ? ON FURNACE INSTALLATION B10 FINAL 04/27/94 JFH D STAIRS STILLWRONG DECK OVER SPANED B10 FINAL 05/04/94 DDS D DECK STILL OVERSPANNED NO HOUSE NUMBER BO9 OTHER 05/06/94 JFH D STAIRS TO BASEMENT NOT OK B10 FINAL 05/09/94 JFH D STAIRS B10 FINAL 05/11/94 JFH A 93-9314-P 3,000 9 3-8 7 5 6-H 3,000 93-12804-E 1 ,300 Z� Total Est Value 74,300 ��bo Dwelling 1,337 49. 709.66 Basement 916 9, 114.20 Garage 447 5. 252.25 Smoke Det 3 225.00 BOCA Value 72,660.25 Difference ( ! ,639.75) CERTIFICATE OF OCCUPANCY CHECK LIST • C o n s t Co . Certificate of Occupancy ozo Applicant Ma ����� Bldg. permit No. Address E 2 tin to n Ro a S.W. Lot No. 9 1 Po un Ctincte Date Reviewed -Z9 Project OAK DOW Reviewed By Wff A '2- Date Submitted 4-27-94 Approved/ 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: Ancroved Denied N/A 1 . Approved building permit plan. 2 . Finish grading per approved building permit plan. 3 . Site work; i .e . trees , shrubs , dumpsters, required parking , 4 . Utility location a. Sanitary sewer b. foundation drain OJ40 44"..t tc c . electrical & telephone d. water e. other 5 . Sewer connection charge paid. 6 . Appropriate certification 7 . Bonding 8 . Planning & Zoning Sewer Permit Pavement Excavation No. 41A- -T- COMMENTS: �or �ns��c) BUILDING PEP11IT CHECK LIST o Applicant Maple Leaf Construction, ft�jding Permit No. -i Address 1750 Ellington Rd. S. W. Date Submitted 93 a.m. ) Lot No. 9 #11 Podunk Circle Reviewed by Project a ea ow Subdivision (DRZ) Date -�q3a r In accordance with the 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 : y -_ ..�... 111odlel #/4 e- Approved Denied N/A 1. Name, address & phone number of owner/ applicant. 2. Name, address & phone number of plan preparer. - open s ace, 3. Zoning information i.e. zone, p p floodway, etc. Z t 4 . Plot plan at 1" _ ,49-' 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 ft. interval where appropriate. e. Building location with dimensions. Elevations of proposed finish floor, garage floor & center line of road at driveway. f. Elevations nf ravity drainage systems, sanitary foundation rai at the house and t wi g. Tentative utility locatio s, e `�c/�ric, 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: O.oj,&( v Qcr Q 4 Z•C. Gi((rb'JCJ ca'A • #k i i AJo CQA• Q 0 C CV rA',cy wi 0 Inc SS✓ on �l T'L v nis t. o-P South T !r:ndSat _ 1540 SULLIVAN AVENUE SOUTH WINOSOR. CON N. 06074 4ihosoR•co��,4+ 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: Plb &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 -I-- Other: Needs more information. See areas marked with an "X" . TRUSS ENGINEERING CO. LAURENO,OAK MEADOW LOT# TYPE-B, WO#16057 B-3 LUMBER SPECIFICATIONS (NOS 1991) MEMBER FORCES FROM LEFT TO RIGHT Camber top and bottom chords 1/6' 34 70p-;hord: (i)4X2 1650f-1.5E SPF MSR 1- 2 ` +0 11-12 - +730 1-11 . -50 6-15 - -113 at midspan. Btrtt"Chord: (i)4X2 1650f-i.5E SPF MSR 2- 3 - -1316 12-13 ■ +1879 2-11 - -1i05 7-15 w +2i3 3- 4 = -2216 13-14 - +2529 2-12 - +871 7-16 . -456 No excessive wane, knots or other defects Webb : (1)4X2 #3 SPF 4- 5 - -2676 14-15 t +2676 3-12 - -838 B-15 - +500 shall occur in plate contact area. (Except as noted) 5- 6 - -2676 15-16 = +2529 3-13 - +500 8-17 - -838 *xCONTINUOUS "STRONGBACK" TO BE FIELD WEB 1: (2) 4X2 #3 SPF 6- 7 c -2576 16-17 - ++B79 4-13 - -466 9-17 +871 APPLIED, DIRECTLY TO THE BOTTOM CHORD WEB 16: (2) 4X2 #3 SPF 7- 8 -2216 17-18 730 4-14 +213 9-1B -1105 B- 9 - -1316 5-14 - -134 10-iB -60 AT INTERVALS NOT EXCEEDING 10' 2X6 j 9-10 - -0 AT VERTICALS OR, (2)2X4'S IN THE SHAPE OF AN L BETWEEN PANEL POINTS I 7'-10 1/2' V-F 7'-10 1/2" rs � 1 iX3 1.5X3 O 3X3 (a) 1.5X3 O 3X3 O 3X5 2 3X5 3X3 1.5X3 3X3 ca .r, 3X5 3X3 3X3 3X5 i2 3X3 14 3X3 16 3X5 3X5 11 13 15 17 18 2'-E' 1'-3 3 4'-4 ] 2"-3 314 2'-6" 2'-6' 2'-6" 2'-6 3/4' 1'-4 1/2' 2'-6 3/4" 2'-6' R = 903 R = 903 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR TYPE: 4X2 FLOOR TRUSS Connector plates snall be made from 20 gauge Grade A ASTM IA446-72) Prime, not-dipped **���� �;= " Ir/+���y L 0 A D I N G �, Designer: CJP galvanized steel. Plates shall be applied to both faces of truss at each joint wnereo..•••••• dimensions are not shown, place plates symmetrically about the joint or as indicated � � . 0� •.`7i � CRITERIA : TPI Scale: 1/4"=1 by circles 101. Cutting and fabrication shall be accpmplisned using eouipment which C will produce snug fitting 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 traced by the roof sheathing Only permenent—* I structural Dracing reouired of individual members is noted an this design 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 advieed to seew professional advice regarding Total Load 55.0 p s f temporary erection Dracing which is always reouired to prevent toppling and dominoing •�•• :�. Bracing shown on this orawing is NOT ERECTION BRACING Refer to 'BRACING MOOD TRUSSES- % .•• ` 1` Duration factor D.0 ,� Drawing N0. COMMENTARY AND RECOMMENDATIONS' as published dy the truss Plate Institute for industry �� \, ���� standards in erecting trusses. (TPI) is located at 583 D'Onofrio Drive Suite 200. i ff Le t ��\ Spacing 24.0" o.c. Madison MI 53719 Tel 1606) 833-5900 illlllt� I TRUSS ENGINEERING CO. LAURENO,OAK MEADOW LOW TYPE-E, WO#16057 B-1 LUMBER SPECIFICATIONS (NOS 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 - -1479 1- 6 - +1302 2- 6 - -295 shall occur in plate contact area. Btm Chord: 2X 4 1650f-1.5E SPF MSR 2- 3 - -1301 6- 7 = +901 3- 6 - +476 3- 4 = -1301 7- 5 - +1302 3- 7 - +476 Where no rigid ceiling is applied WeC,S 2X 4 #3 SPF 4- 5 = -1476 4- 7 = -295 directly to the bottom chord. it II shall be braced at intervals not f exceeding 10'-0'. I. I, � O 4X4 0 0 � 1.5X3 1.5X3 is + "' Q 12 i 2 O5 2X6 Ln 6 Q6 2X6 I� LU 6-1 Z fn 7 3X4 5X5w/spl O 0 1/8" 4'-11 7/6" 7/6' 5'-6 1/6" 1 1-0• 1 -o• R=96D R=960 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR Connector plates shall oe woe from 20 gauge 6raae A ASTM 1a446-72) Prime. not-olovetl pF�`", '�•�, h galvanized steel. Pietas shall be abplied to troth totem of truss at each )Dint. whore L 0 A D I N G Designer: CJP-����`� dimensions are not shown. place plates symmetrically about the )Dint or as indicated '�: CRITERIA : TPI Scale: i/4°=1 by circles (a) Cutting and tabricat)on shall be accomblisned using equipment whicn will produce snug fitting )oints and fully esoeddeo plates. This design assumes that _ �' Top chord 30.0 + 7.0 psf DATE: 09/15/93 the compression top chord is continuously oraced by the roof sheathing. only permanent 'F structural bracing reouirea of individual members is noted on this Design. Trusses can gt Rl Chord 10.0 psf Check b y: be dangerous and can cause Damage and personal im ury if improperly installed ano/or braced. Persons erecting trusses are adviced to Beek professional advice regaroing Total Load 4 7.0 p s f temporary erection bracing which is always recuirea to prevent toppling and daoinoing. Bracing shown on this drawing is NOT ERECTION BRACING. Refer to-'BRACING MOOD TAUSSES: Duration factor 15.0 % Drawing No. COMMENTARY AND RECOMMENDATIONS' as Puollsned by the Truss Plate institute for )noustry standards in erecting trusses. (TPI) is located at 583 D'Onotr)o Drive Suite 200. Spacing 24.0" o.c. Madison MI 53719 Tel' (608) 833-WOO i LAURENO,OAK MEADOW LOLOWTYPE-B, WO#16057 G-1 TRUSS ENGINEERING CO. LUMBER SPECIFICATIONS (NDS 1991) MEMBER FORCES FROM LEFT TO RIGHT 1- 2 - -7558 1- 7 - +4917 2- 7 - +1497 5- 9 - +4703 Top Chord: 2X 4 i650f-1.5E SPF MSR 2 COMPLETE TRUSSES REQUIRED jl 2- 3 - -8262 7- 8 = +49i7 2- B = +4703 5-10 = +1497 Btm Chord: 2X 6 DSS So Pine 19% MMC 3- 4 - -8262 6- 9 - +8262 3- 8 - -1711 Fasten trusses together with 16d nails wets : 2X 4 #3 SPF 4- 5 = -6262 9-10 = +4917 3- 9 = -0 in a staggered pattern, spaced as follows �I (Except as noted below) 5- 6 = -7558 10- 6 - +4917 4- 9 - -1711 Top Chord 12" o.c. T- 2: 2X 6 DSS So Pine 19% MMC web members 12" o.c. W- 2: 2X 4 1650f-1. SPF MSR No excessive wane, knots or other defects Btm chord 7" o.c. w- 6: 2X 4 1650f-1.5E SPF MSR shall occur in plate contact area. ADDITIONAL UNIFORM LOAD: 2XB wedge required at left heel. TC: 360 PLF FROM JOINT 2 TO 5 2X6 wedge required at right heel. NOTE: MAXIMUM TRUSS SPACING I5 12" o. c. BC: 360 PLF FROM JOINT i TO 6 Where no rigid ceiling is applied directly to the bottom chord, it shall be braced at intervals not exceeding 10'-0'. 6X10 0 4O O5 3X4 2X4 6X10 Li 0 12 12 0 Q2OX10 1 O X 10 12 0 � s c m to u7 ti 0 of 3X8 8XB 8X10 3X8 O O O 9 10 7 7XB(Sp 1) 4'_0• 4'-4 9/16' 4'-2 13/16' 4'-4 9/16" 9/16' 4'1 2'13//16" 4'-4 9/16" 4.-0. 2 -0 R=6495 R=6495 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR Connector plates snail be made from 20 gauge Grade A ASTM IA446-72) Prime. not-dipped L 0 A D I N G Designer: CJP galvanized steal. Plates shall be applied to ootn teens of truss at seen joint. where �``s�tiitttt t►t �'� dimensions are not shown, piece plates symaaetricany Spout the joint or as indicated `�a�(f CRITERIA : TPI Scale: i/4"=1 oy circles (a). Cutting and fabrication snail be accomplisned using eouipment which will produce snug fitting Joints and fully emoeddeo plates. This design assumes tnat ,r Top Chord 30.0 + 7.0 pSf DATE: 09/15/93 the compression top cnord is continuously braced by the roof snestning. Only permanent c.2 structural Dracing reduired of individual mewers is noted on this WSW. Trusses cad s Btm Chord 10.0 pSf Check by: be dangerous and can cause damage and personal im ury if improperly installed and/OE braced Persons erecting trusses are aoviced to seek professional advice regartlirwj = Total Load 47.0 pSf temporary erection bracing which is always required to prevent toppling and dominoin9 = Drawing No. Bracing shown on tnis drawing is NOT ERECTION BRACING. Refer to 'BRACING MOOD TRUSSES: 1V`-` Duration factor 15.0 % CommENTARY 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, �� = ���` Spacing 12.0" D.C. Naoison NI 53719 Tel. I60B) 033-5900 '�s If Iat d LAURENO,OAK MEADOW LOT# TYPE-B, WO#16057 B-3 TRUSS ENGINEERING CO. MEMBER FORCES FROM LEFT TO RIGH T No excessive wane. knots or other defects LUMBER SPECIFICATIONS (NOS 1991) 1- 2 = -425 1- 4 - +285 2- 4 = +134 shall occur in plate contact area. Tdp Chord: 2X 4 1650f-1.5E SPF MSR 2- 3 = -425 4- 3 = +285 2X8 wedge required at left heel. 8tr,Chord: 2X 6 1650f-1.5E SPF MSR Webs 2X 4 #3 SPF 2X8 wedge required at right heel. Where no rigid ceiling is applied directly to the bottom chord, it 'I shall be braced at intervals not i II exceeding II I� it 4X4 I ,i i I 12 i2 12 D Q 12 Lo O O 6X4 6X4 Y v, La w \ {[7 2X4 O 7'-0" T-0" T-0" T-0" 14 '-0" R=631 R=637 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR s .�,•- �t' - " '' L O A D I N G Designer: CJP Connector plates shall Be made from 20 gauge "do A ASTM tAI46-72) Prime. not-diDpetl _ -. -. ii galvanized steel. Plates snail Be applied to Both faces of truss at each Ioint. where r_• �., oi.ensions are not shorn. place plates symmetrically spout the Ioint or as indicated CRITERIA TPI Scale: 1/4 =1 I by circles W. Cutting and fabrication shell Be aceomplisned using equipment which _ h�" _ ` ••„- will produce snug fitting joints and fully emoedoed plates. This design assumes that N T _ Top chord 30.0 + 7.0 psf DATE: 09/15/93 ! the compression top chord is continuously Braced By the roof sheathing. Only permanent _ 1 structural Bracing reouired of ind)vioual members is noted on this design. Trusses can B t m chord 10.0 psf Cheek by: Be dangerous and can cause oemege and personal injury if improperly installed end/or 1 Braced Persons erecting trusses are adviced to seek professional novice regarding a Total Load 4 7.0 p s f temporary erection Bracing which is always reouired to prevent toppling and dominoing Drawing N o. Bracing shown on this crewing is NOT EFECTIDN BRACING. Refer to.'BRACING MOOD TRUSSES `' Duration factor 15.0 X CpMENTARY AND RECOMMENDATIONS' as published By the Truss Plate Institute for industry stewards in erecting trusses (TPI) is located at 563 D'Onotrio Drive Suite 200, spacing 2 4.0" D.C. Madison MI 53719 Tel. 1506) 033-5900 Ar TRUSS ENGINEERING CO. LAURENO,OAK MEADOW LOT# TYPE-B, WO#16D57 B-2 Li'.-_:DER SPECIFICATIONS (NOS 1991) MEMBER FORCES FROM LEFT TO RIGHT No excessive wane, knots or other defects T "Chord: 2X 4 1650f-1.5E SPF MSR i- 2 - +0 6- 7 - +620 1- 6 - -122 3- 6 - +274 shall occur in plate contact area. Bt ',hard: 2X 4 1550f-1.5E SPF MSR 2- 3 - -731 7- 8 - +434 2- 6 - -989 4- 8 - -161 Where no rigid ceil}ng is applied Webs 2X 4 #3 SPF 3- 4 - -731 8- 9 - +520 2- /N61 4- 9 - -989 directly to the bottom chord, it , 4- 5 = +0 3- 74 5- 9 = -122 (Except as noted below) 5X4 shall be braced at-,intervals not W- 1: 2X 5 1650f-1.5E SPF MSR I exceeding 10'-0*. W- 6: 2X 6 1650f-1.5E SPF MSR 12 12 i2 D= Q 12 3X4 (Spl) 3X4 (Sp 11 O 6X6 Ln 4X6 Q ' ial zo Ln Ln o �o 3X4 6X6 0 6X6 O B O 6 5X5w/apl O 7'-0° T-0" 7.-0., u R=960 R=960 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR Connector plates snail be made from 20 gauge Grade A ASTN IA446-72) Prime. not-dlppad L 0 A D I N G Designer: CJP galvanized steal. Plates snail be applied to botn faces of truss.st each )dint. Mhere ```��� •� �,// dimensions are not shown. place plates symmetrically about the )oint or as indicated CRITERIA : TPI Scale: 1/4 W=1 by circles (o). Cutting and fabrication snall be accomplished using eduipment wnicn will produce snug fitting )oints and fully embedded plates This assign assumes tnet %_ Top Chord 30.0 + 7.0 pSf DATE: 09/15/93 the compression top chord is continuously braced by the roof snestning. Only permanent structural bracing reduired of individual members is noted on this design. Trusses can _ B t m e h o r d 10.0 pSf Check by: DE dangerous and can cause damage ano personal injury if improperly installed and/or braced. Persons erecting trusses are aoviced to seek professional advice regarding Total Load 4 7.0 p S f temporary erection bracing which is always rebuireo to prevent toppling and doeinoing. `�' Drawing No. Bracing shown on this Drawing is NOT ERECTION BRACING. Refer to:'BRACING MOOD TRUSSES' ' Duration factor 1 5.0 % COMMENTARY AND RECOMMENDATIONS' as published by the Truss Plate Institute for industry standards in erecting trusses. (TPI) is located at 563 D'Onofrio Drive. Suite 200. �,' � ``�� Spacing 24.0" o.C. Neolson MI 53719 Tel. 16081 833-5900 �- vi UII.DING TO THE BURDN'G iicrl. T0111M GF SJ]. N WINDSOR This certified that this plan and specifications are true copies of the proposed building or alterations to be er cted at M together with amendments stated in application ant filed with plan and 1 agree to comply with all zoning, Building and state laws and such orders as shall b, issued by the Building Department during pendency of this application and final issuance of a building permit. Signed '-A. "4 This plan 19 approved subject to the co ition at orders and ordinances regulating building sh complied with. Conditionally ApprovelA These filed with 13uilding Inspects EIS Date .��Q PERMIT 0 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT �0 Application is hereby : TOWN OF SOUTH WINDSOR BUILDING INSPECTION DEPT . APPROVED DISAPPROVED 1540 SULLIVAN AVENUE //'7 �� 644-2511 Ext. 230 a e ng Inap ctor Application must be printed or typed 1 . LOCATION OF JOB FEE SCHEDULE No . Street $ 0 - $19000 - $10.00 Floor Apt. No. Over $1,000 - $10.00 2 . OWNER per $1 ,000 or fraction thereof 3. ADDRESS 1 << c at 4. APPLICANT 5 , ADDRESS ate a/ �O-- 7 C V/1 6. ESTIMATED COST $ 7 . IS THIS A CONTRACT COST s N 8 . FEE ENCLOSED $ �1J IF 7 9. TYPE OF BUILDING: K RESIDENTIAL COMMERCIAL 10. TYPE OF JOB : Original Installation Alteration/Addition/Repair R0 3A 11/88 APPLICATION FOR ELECTRICAL PERMIT (Continued from Reverse Side) 11 . LOCATION OF JOB 1�6Ill`(� le- NO. STREET APT. NO , 12 . TYPE OF INSTALLATION Nee 13 . 4 SIZE OF MAIN FEEDER 14. NO . OF LIGHT LOOPS 15 . NO. OF HEAT LOOPS 16 . NO . OF POWER LOOPS 17 . NO. OF LIGHT OUTLETS 18 . NO . OF HEAT CIRCUITS 19 . NO. OF POWER OUTLETS 20 . NO. OF CONVENIENCE OUTLETS 21. NO. OF HEAT CIRCUITS 22 . NO. OF POWER CIRCUITS 23. NO. OF LIGHT CIRCUITS 24. SIZE OF HEAT CIRCUITS SA 25 . NO. OF MOTORS_ 26 . NO . OF PANELS 27 . TOTAL WATTAGE 28 . NO . OF POWER FEEDERS 2 29 . NO. OF SWITCHES v 30. A/C LOAD 31. SIZE OF POWER FEEDERS 32. NO . OF FIXTURES 33. TOTAL HORSEPOWER 34. NAME OF SUBCONTRACTORS AND THEIR TRADES 35 . REMARKS AND FURTHER DETAILS : LICENSE NO. SIGNATURE OF APPLICANT DA E PHONE NUMBER: Lot No. 9 Building Permit 2© Tiert{fic Temporary Service rmanent Service ` Pursuant to Permit No. Z}v This Certifies that the Electrical Work for which the above named Permit was granted has been duly Inspected and is hereby approved. Owner I lr L Adr— Electrician Street r� � 19 ng Inspector Lot No. j Buildinu Permit i Temporary Servi e iermanent Service Pursuant to Permit Na' Z I This Certifies that the Electrical Work for which the above namedArmit was granted i has been duly inspected and is hereby approved. Owner- Electrician 00 Street 04 ✓ no IneWtor r 1 PERMIT ^:0. Co �?I k c TAD r 9.3 , DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT Application is hereby ; TOWN OF SOUTH WINDSOR W BUILDING INSPECTION DEPT. DISAPPROVED 1540 SULLIVAN AVENUE QIA 644-2511 Ext. 230 Building Inspector Applications must be printed or typed 1. LOCATION OF JOB: C PC&U IV C i QCL FEE SCHEDULE 2. OWNER:- f?L,6 �FA F Cy A.�S T e I7 c e t Q A:� $ 0 - $19000 - $10. 00 3. ADDRESS: Over $1 ,000 - $10.00 c4 per $1 ,000 or 4. APPLICANT: fraction thereof 5. ADDRESS: w. ! cli, 6. EST. COST: $ , 7. IS THIS A CONTRACT COST? YES NO 8. FEE ENCLOSED: $ 3c). O O .Z q 9. TYPE OF BUILDIN . RESIDENTIAL COMMERCIAL 10. TYPE OF JOB: ORIGINAL ALTERATION INSTALLATION ADDITION REPAIR sac.- C1.IIQ�lNd1Ra BD 2A 11/88 APPLICATION FOR PLUMBING PERMIT (Cont. from Reverse Side) 11. LOCATION OF JOB: / Gf Ante y y Oi•e�6 GENERAL PLUMBING 12. KIND OF INSTALLATION: O oV ; U,V 61�r1G13. SIZE OF MAIN DRAIN 4 14. NO. OF TOILETS STYLE 2' C 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 r 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? y 31. SIZE OF WATER MAIN / 31A. SIZES OF WATER PIPING & RISERS Z 32. REMARKS AND FURTHER DETAILS /� �QJ 63¢&A ll FIV! �'e mil/%y teq7 WATER HEATER 33. TYPE 34. MANUFACTURER TANKS SAFETY DEVICES TEMPERATURE 35. CAPACITY 39. RELIEF VALVE X' , 36. TEST PRESSURE Z6 . LBS. 40. MANUFACTURERS 37. WORKING PRESSURE /� ��, LBS. 41. PRESSURE RELIEF VALVE 38. TYPE 42. MANUFACTURER LICENSE NO. DATE SI RE OF A LICANT PHONE NO. PERriIT No. DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT Application is hereby : TOWN OF SOUTH WINDSOR BUILDING INSPECTION DEPT. APPROVED DISAPPROVED 1540 SULLIVAN AVENUE 644-2511 Ext. 230 at Bu Inspector Applications must be printed or typed 1. LOCATION OF JOB: F E E SCHEDULE _ 2. OWNER: 1�W�..El�P+G Ccc��ST' Clo < $ 0 $19 000 _ $10.00 _ ADDR S: N- E!0 T Over $19000 - $10.00 '+\\ B per $1 ,000 or 4. A LICANT: '}y.c�-�c�a L` �r�!�N� t\�0v � fraction thereof 5. ADDRESS: \rn cycon/+ e 6. EST. COST: $ , 7. IS THIS A CONTRACT COST? 9C YES NO 8. FEE ENCLOSED: $ 9. TYPE OF�ILDING: RESIDENTIAL COMMERCIAL i 10. TYPE OF JOB: ORIGINAL ALTERATION INSTALLATION ADDITION REPAIR ��r.' pt P P Ef�m l 3 ,D�r�-v1� �1q� ���'.��-���w BD 2A 11/88 APPLICATION FOR PLUMBING PERMIT (Cont. from Reverse Side) 11. LOCATION OF JOB: t i -?o-cot k K Cti lka- GENERAL PLUMBING 12. KIND OF INSTALLATION: 1-AsN&C 13. SIZE OF MAIN DRAIN 14. NO. OF TOILETS P_ STYLE \,SC,,p . 15. NO. OF URINALS - STYLE - 16. NO. OF BATHTUBS �' 16A. NO. OF SHOWERS 0 17. NO. OF LAVATORIES 2 18. NO. OF SINKS` 19. DISPOSAL 19A. DISWASHER�_ 20. NO. OF CONDUCTORS SIZE 21. NO. OF STACKS _SIZE it 22. AREA OF ROOF 23. NO. OF CATCH BASINS -- 24. NO. OF FLOOR DRAINS -' 25. NO. OF OTHER FIXTURES 1 KIND InVNCV,%rkZ 26. ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW? N^(\ti\:DpW i it 27. SIZE OF WINDOW Z-C) X -2_ 28. IF NO WINDOW, WHAT KIND OF VENTILATION IS THERE? 1-tJw 29. SIZE OF DUCTS 30. SEWER OR SEPTIC TANK? '- 31. SIZE OF WATER MAIN 31A. SIZES OF WATER PIPING & RISERS 32. REMARKS AND FURTHER DETAILS WATER HEATER 33. TYPE dkl5 34. MANUFACTURER•\-,C)"SIB v-t TANKS SAFETY DEVICES TEMPERATURE 35. CAPACITY Gku-c)•Lc1 39. RELIEF VALVE 3o\�,S 36. TEST PRESSURE LBS. 40. MANUFACTURER 37. WORKING PRESSURE LBS. 41. PRESSURE RELIEF VALVE 38. TYPE 42. MANUFACTURER \4M79 71- �.C)�( n (. ( \oln I cl-� LICENSE NO. DA E SIGNA RE OF APPLICANT PHONE NO. `2n 1.-cjtd 3 A rrnrYD47 40#11, Co A R Er-TEE P46 Rm ) r FOR OFFICE USE ONLY APPLICATION FOR HVAC PERMIT DATE: AQyx (NO. TOWN OF SOUTH WINDSOR EST.COST 04= .c,U BLDG. PERMIT N0,2_01 1540 SULLIVAN AVENUE FEE 30•oc� SOUTH WINDSOR, CT 06074 FEES: 644-2511 - Ext. 230 $ 0 - $19000 - $10.00 J/ $1000 or fraction LOCATION OF BUILDING 4 &,V A thereof - $10.00 OWNER ADDRESS TOWN PHONE NO. Ae- 09,0 L/ -,51) 9 0 HVAC CONTRACTOR ADDRESS TOWN PHONE NO. TYPE OF SYSTEM: HEATING _ TYPE OF BUILDING: RESIDENTIAL_ A/C COMMERCIAL _ VENTILATION _ BUSINESS _ INDUSTRIAL IF HEATING: STEAM LOW PRESSURE LIMIT_LBS. HIGH PRESSURE LIMIT_LBS. HYDRONIC W AIR R UNIT RADIANT HEATER (INCLUDING WOOD COAL 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 c ADDITIONAL RADIATION TOTAL RADIATION ID _ DESIGN TEMP. OUTS °F INSIDE22_!F IF EPMCE OF TOTAL HEAT LOSS (BTUH) ' (HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT (INCLUDING MARE & MODEL NO.): ct4's 'v ez),q) -- GROSS HEATING CAPACITY (INPUT-BTUH) Or NET RATING (OUTPUT-BTUH) 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. B ding Codes in the performance of such w rk. FURTHER DESCRIPTION OF WORK: P Z. 'r,-,�, C,-, &� STATE LICENSE - NAME b TYPE # VATE SIGIJATURE OF WLICANT f& A -? APPROVED DA srs , �� & '1d AJSd A,Q 46-415 BD 4A >>/88 I - B- R CALCULATION SHEET 1503 (Modern Method) Copyright 1977 by The Hydr nics institute OWNER ADDRESS DESIGN TEMPERATURE DIFFERENCE P. DATE COL.A COL.S COL.C COL.D COL.E COL.F COL.G 1 ROOM O H L W H L W H L W H L W H L W Design Water Temp. 2 ROOM DIMENSIONS, FT. F _ U STUN per F t of 3 LENGTH EXPOSED WALLS,FT. t Radiation Selected 4 WINDOW AND OUTSIDE DOOR AREA LL STUN STUH STUN STUN STUN 5 WALL CONSTRUCTION ROOM LIN. FT.OF (Table 9, Line 3 x H) TOTALS RADIATION 6 TYPE OF GLASS FROM LINE 12 SELECTED (Bottom of table used for Line 6) 7 CEILING CONSTRUCTION C (Table 9, L x W) _ B FLOOR CONSTRUCTIONt D_ (Table 9, L x W or Lin. F t) E 9 COLD PARTITION CONSTRUCTION F (Table 9, L x HI G 10 _0 1 Wall(With Openings) O 2 Wells(With Openings) =X i J 3 Wells IWith Openings) r Ent.Hall 11 TOTAL dTUH AT 7OF TEMP DIFFERENCE' [L2 OTAL STUH AT DESIGN TEMP DIFFERENCE K T COL.A _ _-- _— COLS COL.H — COL.1 COL.J COL. K COL.L TOTAL STUH TOTAL 1 ROOM OF SUILDING RADIATION ¢ AT SELECTED O H L W H I L W H L W H L W H L W DESIGN TEMP.- 2 ROOM DIMENSIONS,FT U DIFFERENCE - 3 LENGTH EXPOSED WALLS, FT. 4 WINDOW AND OUTSIDE DOOR AREA u STUN STUN STUN STUN STUH S WALL CONSTRUCTION *INCREASE BATHROOM (Table 9,Line 3 x HI TOTAL 20% 6 TYPE OF GLASS — IS ttom I table used f r Line SI 7 CEILING CONSTRUCTION - tFOR CONCRETE FLOOR ON ( GROUND OR FILL AT Table 9, L x WI GRADE LEVEL,USE LINEAR g FLOOR CONSTRUCTIONS — FEET OF EXPOSED EDGE IT able 9.L x W r Lin Ft l 9 COLD PARTITION CONSTRUCTION (Table 9,L x H) 10 c 1 Wall(With Openings) o 0 ^; —---- ------- ---- --- - -- - - ------- — — 2 Wells(With Openings) a X 3 Wells(With Openings)or Ent.Hall Ia.J 11 TOTAL STUH AT 70F TEMP DIFFERENCE' 12 TOTAL STUH AT DESIGN TEMP DIFFERENCE i FORM 1503 This form 16 available from The Hydr nlcs Institute 36 Russ Place,Berkeley Heights,N J 07922 BRIM +� N` #1 .1398 3 _ W. -zKnI '�,. r1 n'y i,• ., JOB NAME :OAK MEADOW JOB LOCATION . =SOUTH WINDSOR WHOLESALER :HPS CONTRACTOR :ACE MELLO PREPARED BY : JOB REMARKS • ROOM # PO OM NAME FACTOR ROOM SIZE BTU LOSS FT BASEBOARD 1 ENTRY 2 .00 10X 7X 16 3655 .00 6 . 5 2 MASTER B;-:ORO 3 .00 8X 14X 14 7026 . 00 12 .5 3 BATH 4 .00 8X 8X 10 2406 .00 * 4 .3 4 KITCHEN 5 c)0 8X 8X 18 2818 -00 .0 GREAT ROOM 6 .00 8X 14X 20 10125 .00 18 .1 R uivi 1 7 . 00 8X 10X 12 2716 .00 4 .9 7 BEDROOM 2 8 .00 8X lox 15 3521 .00 6 .3 B! i,;; Cj0i"i i 9 _00 8X lox is 352 - , BATH 10 .00 8X 6X 11 1842 .00 * 3 .3 TOTALS 37630 .00 67 2 BTU CALCULATIONS HAVE BEEN INCREASED 20% 4 7/ 0 3e 6 ) V SCt -FT °Q .FT SQ .FT Sur .FT C U .FT SQ .FT RM _# 1\4E T WA1-L GLA S _X11D t=ETL 1_Xp IV i 3; i3 0 112 1120 112 2 9 45 0 196 1568 196 3 52 12 0 80 640 80 4 h8 ¢, 0 1 1 S? 144 '1 j 1 3 71 0 280 2240 280 j tit.} 1 i 1 ;,() fj 960 120 7 1);o 20 150 C) 1 100 150 8 180 20 i 50 0 1200 150 9 1b 12 66 rl 528 bb T OT{'Ai `, 1 279 2,31 1486 10"s 08 J %98 BTU HEAT LOSS DATA Ri~i .# WALL LOSS GLASS CEILING FLOOR INFILTRATION TOTAL BTU l 129 .50 1409 . 10 0 .00 705 .60 141.1 .20 40 2 906 .50 1921 .50 0 .00 1234 .80 2963 .52 7026 .32 j 218 .40 6111 .88- C) _00 604 .80 76 4 203 .00 256 .20 0 .00 907 .20 1451 .52 2817 .92 h 1095 . 50 3031 .70 0 .00 1764 .00 4,>.3 3 .60 101-?4 .H-0 6 574 .00 512 .40 420 .00 0 .00 1209 .60 2716 .00 7 630 .00 854 .00 525 .00 0 .00 1512 .00 3521 .00 8 630 .00 854 .00 525 .00 0 .00 1512 .00 3521 .00 9 151 .20 614 .88 277 .20 0 .00 798 .34 1841 .62 TOTALS - -----4538 .10 10068 .-66 ___._- 1747 .20 -- ----5216.40 - ---16059 .46-,--- 37629 .82 % OF TOT . 12 27 5 14 raw 43 100 .ryM Tom. .,A {'.('ate. :,F.G r 0.!i sr`.tii:.,`/.•. ..��._.._.° -i*`•a.,rt',n'�a. ,m M',n - , t't'w•.4... . ^.'n1`rw'yc.Wd+f'a"G+.• Srt. •1N ,�_ ��xo �e 9;:.a- 3t._:_.:..�k<a.✓�i..., lµ+.... �4.:.r.+', +.rv: m°. •, THE -�VER :� A AGE :,BTU PER 0 .FT : "OF,. WING' AREA ,TS 2899 THE AVERAGE _ .nBTU PER `'CU FT OF LI G,� A 355 VIN ARE IS FACTORS USED IN CALCULATION BTU\FT FACTOR # WALL GLASS CEILING FLOOR INFILT . OUTPUT TEMP 10 .00 0 .05 0 .61 0 .05 0 .09 0 .18 560 70 10 .00 0 .05 0 .61 0 .05 0 .09 0 .27 560 70 10 .00 0 .05 0 .61 0 .05 0 .09 0 .18 560 70 10 .00 0 .05 0 .61 0 .05 0 ..09 0 18 560 70 10 .00 0 .05 0 .61 0 .05 0 .09 0 .27 560 70 10 .00 0 .05 0 .61 0 _0 5 0 .09 0 . ? 10 i 0 _00 0 .05 0 .611 0 .05 0 .09 0 . 18 560 70 10 .00 0 .cj5 0 1 0 .05 0 .09 0 . 18 0 i0 10 .00 0 _05 0 .61 0 .05 0 .09 0 . 18 560 70 ..EOR�.OFFIC USE ONLY APPLICATION, FOR HVAC PERMIT DATE: - - - (NO. ) TOWN OF SOUTH WLNDSOR EST, AApoSW BLDG. PERMIT NO. v 1540 SULLIVAN AVENUE FEE c2A&C0 SOUTB WINDSOR, CT 06074 FEES: 644-3511 - Ext. 230 $ 0 - $10000 - $10.00 $1000 r fraction LOCATION OF BUILDING p Athereof - $10.00 140 l-e- Ca_C �'®u 11[ r l O 'Elf,k%!Q ��iAII Ram WN i5�c2"` 1- CAl1 " CQCJL OWNER ADDRESS TOWN PRONE N . w A I2a L 9 a a7 9 rA ►��-�V L-...C-f PIo m(o v- lip=tea Sao v�t v-dsw c+ HVAC CONTRACTOR ADDRESS TOWN PHONE NO. TYPE OF SYSTEM: HEATING 1/ TYPE OF BUILDING: RESIDENTIAL A/C COMMERCIAL _ VENTILATION _ BUSINESS _ INDUSTRIAL IF HEATING: STEAM LOW PRESSURE LIMIT_LBS. HIGH PRESSURE LIMITLBS. HYDRONIC&_ WARM AIR UNIT RADIANT HEATER (INCL ING WOOD COAL BURNING STOVE) TYPE OF FUEL: OIL-GPM_ IN-PUT _ ELECTRIC KW_ WOOD _ OIL TANK - SIZE b LOCATION: SIDE TSIDE CAPACITY LPG TANK - CAPACITY_ EXISTING RADIATION AD TIONAL TION TOTAL RADIATION. DESIGN TEMP. OUTSIDE ° IN E_°F DI CE °F TOTAL HEAT LOSS (BTUH) T MUST ACCOMPANY PLI TION DESCRIBE ALL HEATING EQUIPMENT (INCLUDING MOD NO !", ROSS HZAaTNG7CAPACI B . 4=AWNET RATING (OUTPU IF AIR IGN TEMP. OUTSIDE OF INSIDE DIFF E °F HEAT ) 4 (HEA ET MU C MP ANY APPLICATION) DESCRIBE ALL C LING EQU CLUD b MODEL NO.): G OOLING CAP (BTUH) IF VENTILATION: DESCRIBE ALL &I1(-'Mb71fNG MENT NCLUD KITCHEN EXHAUSE EQUIPMENT): TOTAL SIZE OF SYSTEM (CFM). FRESH E (CFM) (PLAN MUST ACCOMPANY APPLICAT MN) The undersigned hereby applies for a permit to rform the f lowing work and is to comply with all local ordinances and State of Conn. Build in the performance of such work. FURTHER DESCRIPTION OF WORK: 3d �{ 5`7 1 q 193 C STATE LICENSE - NAME 6 TYPE # DATr SIGNATUAE OF APPLICANT D E S wil 1/l�C PewI 'J/ � �,4TC,� 4-2 03 A e E-I\vjELL.D V Zj' 60 4A 11 88 I - B - R CALCULATION SHEET 1503 (Mod rn Method) Copyright 1977 by The Hydronits Institute OWNER ADDRESS DESIGN TEMPERATURE DIFFERENCE F. DATE COL.A COL.B COL.C COL.D COL.E COL.F COL.G 1 ROOM cc O N L W N L W H L W H L W H L W Design Water Temp. 2 ROOM DIMENSIONS, FT. ~ U STUN paw t of 3 LENGTH EXPOSED WALLS,FT. Radiation Selected 4 WINDOW AND OUTSIDE DOOR AREA LL STUN STUN STUN STUN STUN 5 WALL CONSTRUCTION ROOM LIN. FT.OF (Table 9, Line 3 x H) TOTALS RADIATION 6 TYPE OF GLASS FROM LINE 12 SELECTED (Bottom I table used for Line 5) CEILING CONSTRUCTION C (Table 9. L x W) g i-L(5,15w C DNS TRUCT I—ON t D'- ITable 9, L x W or Lin. F t) E 9 COLD PARTITION CONSTRUCTION F (Table 9, L a HI G 10 _0 /Wall IWith Openings) O 2 Wells(With Openings) SIC H is 3 Wells IWith Openings)or Ent.Hall 11 TOTAL EITUH AT 70F TEMP DIFFERENCE' 12 TOTAL BTUH AT DESIGN TEMP. DIFFERENCE K -- - -—--—-- -- L -_ COL.A — _-- -_� COLS COL.N — COL.1 COLtiJ COL. K COL.L TOTAL BTUH TOTAL 1 ROOM OF BUILDING RADIATION — AT SELECTED O H L W H L W N L W H L W N L W DESIGN TEMP.- 2 ROOM DIMENSIONS. FT DIFFERENCE U - — 3 LENGTH EXPOSED WALLS, FT. 4 WINDOW AND OUTSIDE DOOR AREA LL BTUH STUN STUN STUN STUN 5 WALL CONSTRUCTION •INCREASE BATHROOM (Table 9,Line 3 x HI TOTAL 20% 6 TYPE OF GLASS IS it m f table used for Line 51 7 CEILING CONSTRUCTION -- — - tFOR CONCRETE FLOOR ON ( GROUND OR FILL AT Table 9, L x WI GRADE LEVEL,USE LINEAR g FLOOR CONSTRUCTION1 FEET OF EXPOSED EDGE (Table 9.L x W or Lin Ft.) 9 COLD PARTITION CONSTRUCTION ITablo 9,L a H) 10 c 1 Wall IWlth Openings) 0 - 2 Walls(With Openings) e X 3 Wells(With Openings)or Ent.Hell �J --- �---- -_ _----- - ---- — 11 TOTAL BTUH AT 70F TEMP DIFFERENCE' 12 TOTAL BTUH AT DESIGN TEMP DIFFERENCE FORM 1503 This 1 rm is avatiabie it inThe Hydr nits Institute 36 Russ Place,Berkeley Heights,N J 07922 ' Paqe ] *******************************J* ***********41**AK*******it******�*� Na�ional Mec1-1anzca ontractors 459 John Fitch 8lvd. (R T 5) South Windsor . C, [ 0t:.,074 �2W) 201-3663 10-14-z�93 �APLE LEAF CON�THUCTION 644-350(^ 1.750 ELLINGTlON ROAD &UTH WINDSOR QV o6V/4 UNIT 8 ieat] oss is based on at D east zon Temp. Difference of 8� [he BTU' S per foot of 8') -------------------------------------------------------------------------------- �REA [\KITCHEN HEAT LOSS HE TOTAL BTUH FOR VHIS ROOM IS 9. 38 / �he tota1 feet of rad-Lation reouired for this room 16. 2 _............. __ '------------------------------------------------------------------------------- � 8EDROOM HEATLOSS HE TOTAL BTUH FOR THIS ROOM IS 4, 257 'he tota1 feet of 'adiation reouired for this room 7. 3 `�THHOOM MAl� -iEATLOSS HE TUTAL wTUH FOR THlS ROOM I� 1 . 119 he 1:ot211 feet of radz Eat: zon reouz'ed +or thzs room 1 . 9 NTR� �EATLOSS HE TOTAL BTUH FO;-�- THlS ROOM I 9//` he total feet of radiation repuzred for his room ------------------------------------------------------------------------------ EDROOM z `iE TLO6S HE 101toL 8l'Uh FUF THlS ROO41 1� he tota1 feet of r zon reouzred fnr this room ----------------------------------------------------.....-....------------------------ ED ROOM1'... HE�lLOSS -4E TOTAL BTUH FOR THIS ROUM IS 12. 099 ne total feet of radiation required for tnis room 3. 6 ------------------------............ ........------------------ ----------'------------------- 1 i 'An` HE TOTAL 8TuH FOS TH) is ROOi s� 6/� paoe 2 _ or__�-- he total feet o� rad3atzon 'enuired + this room 1 .5 -------------------------------------------------' -------............. ....-.....-........ ------------- ------------------------------------------------------------------------------ 4LL HEA7LOS5 -iE TOTAL BTUH FOR THIS R0011 l� 39cz �e tota1 feer of radzation requireCl for thzs room 0. 7 - --------------------------------- '-------------------------------------------- rOTAL � HEATLUSS O T A L 11 r U H, [ H 1 S B U L U } 22, 910 ne total feet of radzation requzred 39. 5 �'nu of reoorr '