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HomeMy WebLinkAbout2000 - New SFR Town of Montvill Building Department Phone: 848-7166 310 Norwich New London Tpke Fax: 848-7231 Building / Trades Permit Permit Number BP2000-11 Permit Date 1/11/00 Permit Type Building Permit Code R2 Job Street# 34 Job Location Partridge Hollow Map/Block-Lot 028/005-073 Job Description Single Family Residence Owner D'Amato Bros. Builders Mailing Address P.O.Box 3063 City Milford State Ct. Zip 06460 Telephone 203/877/3276 Contractor Watch Hill Builders LLC *Mailing Address P.O.Box 3060 *City Milford *State Ct. *Zip 06460 *Telephone 203/874/5992 Lic/Reg Number 00131 Lic/Reg Type N.H.C. Expiration Date Use Group R4 _ Size Type Construction 58 Building Value $138,440.00 Building Fee $832.00 Plumbing Value $6,922.00 Plumbing Fee $40.00 Heating Value $6,922.00 Heating Fee $40.00 Electrical Value $5,537.60 Electrical Fee $34.00 A/C Value $2,768.80 A/C Fee $16.00 Other Value $0.00 Other Fee $0.00 Total Values $160,590.40 State Ed Fee $25.69 not paid C/O Fee $10.00 Plan Review Fee $83.20 Total Fees $1,080.89 r Building Official's Signatur ii104 / Date // / Od Required Inspection • Footings-Prior to pouring concrete Rough Heating and Air Conditioning Footing Drains I Waterproofing-Prior to backfill ❑ Chimney-One flue above thimble Framing ❑ Fireplace-Throat © Rough Electrical ❑ Fireplace-Final ® Electrical Service Firestopping/Draftstopping O Rough Plumbing - Leak test required 0 Insulation B Pool Bonding and Electric ® Final Inspection for Certificate of Occupancy - PRIOR to Use or Occupancy TOWN OF MONTVILLE BUILDING INSPECTOR 310 NORWICH-NEW LONDON TPKE. UNCASVILLE. CONNECTICUT 06382 848-7166 Date: 1x//99 t Permit # TO: / ///11/4T6 /43_5 • 3. 16 3 /1/j(fr-DA ( 'G/. o RE: y �9l1TX/„6� /7`OGc,oGJ Please tie advised that the above referenced permit has been approved and may be picked up at the Building Department du - g regular business hours . /,71-1 /fJec. / /Z7 U //f a-g/(5- /V/U,f-- 94- 7Gu,frrAv /-0-0c//0 (,,///u o S_ k-c , i2- 4�/ Diu /7//72 o v/ro 1c/7/u 4:-/=-0/(E At/A GAJ 6_ A-2--L-CD" /0 k0 �� AglOglir V/ non 4111101"i/ _ es- • II Building Official ccc file VV:sp Town of Montville '. Building Department 310 Norwich-New London Tpk& ` Uncasville, Ca 06382 ��o'I [ TeL 848-7166 Fax 848-7231 �r�` Application for Building or Trades Permit Owner: D'AMATC) BROS BUU_DERS MailingAddress: P.O BOX 3063 City:MILFORD StateCT. Zip 06460 Te1:203 /877 / 3276 Job Location: 4- 44 c-f ,i f kci( (o„ Map/Block-Lot 9I / 00 S- -- 0 7 J Contractor: WATCH HILL BUILDERS1 Mailing Address: P.O. BOX 3060 ti City: MILFORD State: CT. Zip: 06460 Tel: 203 1 874 / 5992 Type of Permit EINew Single Family ❑New Two Family ❑Addition El Commercial ❑Industrial Alteration ® Garage ❑ Carport ❑Shed Roofing MAir Conditioning El Plumbing ® Heating ®Electrical ❑ Gas ❑Retaining Wall ® Deck ❑ Pool ❑Patio Porch ❑Demolition ❑Siding J Windows ❑Fireplace Chimney Job Description/Materials:, SINGLE FAMILY HOME Size Type of Heat OIL HOT AIR Use RESIDENTIAL I hereby cert61 that the proposed work will conform to the Basic Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a permit for such work as described above. New Home Construction Contract rs: e y entered into a contract with the consumer for the proposed work? a Yes ❑No Owner/Agent Signature Date /1 / e / (11' Contractors License/Registration3pe Number N.H.C 00131 Construction Value Fee Building $ t 3 E 440 -== $ Plumbing $ b, 9 ZZ — $ '-oV. Heating $ to/ 9 LLc`_ $ ti o Electrical $ 5 531-b $ 34' a' Air Conditioning $ L 7-‘56' $ I:4-- Other 'Other $ $ Certificate of Occupancy $ /0 Plan Review Fee $ 83 L=— State Education Fee $ Z5 Total' $ / 60/ 590,40 $ /oft0 • RESIDENTIAL PERMIT CALCULATION (CUSTOM) Square Feet $/SF Total Ranch $ 75 $ - Raised Ranch $ 75 $ - Lower Lvl Finished 754 $ 45 $ 33,930.00 Unfinished $ 20 $ - Cape $ 80 $ - Second Fl Finished $ 50 $ - Second Fl Unfinished $ 25 $ - Two Story $ 90 $ - Second Fl Finished 1386 $ 60 $ 83,160.00 Second Fl Unfinished $ 30 $ - Attached Garage $ 20 $ - Garage Under 546 $ 15 $ 8,190.00 Detached Garage $ 25 $ - Covered Porch $ 15 $ - Wood Deck 120 $ 15 $ 1,800.00 Concrete Patio 240 $ 14 $ 3,360.00 I Fireplace $ 4,500 $ - Stick Chimney $ 2,500 $ - Shed Dormer $ 4,500 $ - Front Dormer-Window type $ 950 $ - Extra Full Bath 2 $ 4,000 $ 8,000.00 1/2 Bath $ 2,500 $ - Storage Shed $ 10 $ - Sunroom _ $ 25 $ - Other: $ - $ $ - $ TOTAL BUILDING CONSTRUCTION COST $ 138,440.00 PERMIT FEE Building $138,440.00 $ 832.00 Y Plumbing $ 6,922.00 $ 40.00 Y Heating $ 6,922.00 $ 40.00 Y Electrical $ 5,537.60 $ 34.00 Y Air Conditioning $ 2,768.80 $ 16.00 Other CO Fee $ 10.00 Plan Review $ 83.20 State Ed Fee $160,590.40 $ 25.69 Total Fees $ 1,080.89 • cS1 aZ 2 Family 4Plan Review Check List • `Yes .No _I) 301 (Design Criteria _2) 303.1 Glazing for ha6ita6Ce rooms _3) 303.3 Glazing in bathrooms 4) 303.4 Stairway illumination _✓ 5) 303.4 Stairway light activation �6) 303.6 RcquiredJfeating _✓ 7) 304 Minimum room size ✓_8) 305.1 Minimum ceiling height 1`' 'A9) 305.2 9feight effect on room area 10) 306.1 `Water closet, Lavatory and tub or shower 11) 306.2 Kitchen area and sink ✓ _12) 306.3 Sewage disposal-system ✓ 13) 306.4 9fot eZ cold water ✓ 14) 308.4 Glazing in hazardous locations _15) 309.1 Garage/dwelling opening protection 16) 309.2 Garage/dwelling separation ✓__17) 309.3 Garage and carport floor surface and slope ✓ 18) 310.1 Required edit I_19) 310.2 Emergency egress required 20) 310.2.1 Minimum size for emergency egress 21) 310.3 Under stair protection - 22) 311.1 Minimum hallway width 23) 312.1 required landings ✓_24) 313. Ramp slope, landings, handrails ✓_25) 314 Stair detail–winders–spiral stair–circular stair 26) 315 9fandrails– Guardrails V 27) 316 Smoke detectors 4(A 28) 316.1.1. Smoke detectors for additions or alterations V/A 29) 320 Two family dwelling separation assemblies 30) 321 `(Vapor retarder _31) 322 4'rotection against decay _32) 403.1 Foundations eZ footings 33) 404.1.2 Foundation wall design, back fill ✓ 34) 405.1 Foundation drains ✓_35) 406 Foundation Waterproofing/damp proofing _N(A 36) 409.1 C rawl space ventilation N VC 37) 409.2 C ravel space access _38) 502 Floor framing–spans, bearing, blocking, bridging, _ _39) 602 Wall-framing–bearing, stud spacing,fire stopping, headers rl/A 40) 602.8 Cripple walls 41) 602.8.1 Cripple wall bracing ✓/A 42) 604-607 Masonry construction _43) 703 Eiterior covering T�ZscS 44) 802 hof framing–design, bearing, spans, lateral support, bridging, trusses, purlins iZt- S 45) 803 Rpof sheathing–type, spans, size f it _46) 806 Roof ventilation I 47) 807 Attic access ..._ a..,f' tlJ1... L...L. • .L.M. !.'G ISTOKSei.1, 57R Icwx 4300 11 I -, ; WOOD s i itJC1Ur1E5 INC., aitl ) 44,a:32's Aar 1 - +, Tines, o. - ., .. • • .11.C. 71.d 14-0-0 Za7-t z 2540 20.1 •,-4.0 7-4-4 5-7-12 . 5-7-12 7-4-4 ,I11t1/ sits, 1.4 ��..% v.. -, u, ••••• • •'� 4x4= SN OF M48 : .. �'� • rA ��QTc?i�El+!yy•�7 No. 5292 �': * r1w, 3x5. v CIVIL 10 I N131927 '11111\14\ �14.4 .•.�? S.00J i1. ;.45� 1x4�� e, t3 el ..:3 ..p 90, t. .- e0 e-oi t4�•'' ti• f, 1X4 ii _ee G/$TE4 k`t' -4te 8c)i • -L ties��%' 3 7 _es, �1`�'��. /1/13111 1'7 4,-:1' 2..�.1 \\ / 8 ►6 ' 12 11 10 i Sx Detail Below 3x4= 3x4= 3x4= See Detail Below . 10 0.0 • 18-0-0 28-0-0 I 10-0-0 8.04 l 104-0 a ace •'rots - - .eg 0 e. .e., •.eoge1„;. -1.1, 14: -Ge LOADING(Dell I SPACING 2-0-0 CSI DEFT. (in) peq) I/deft PLATES GRIP TCL. 42.0 Plates increase 1.15 TC 0.83 Vert(U.) -0.20 12 >980 M20 189/183 TCO(. 7.0 I Lumber increesa 1.15 BC 0.84 Vert{it.) -0.39, 2-12 >884 BGLt. 0.0 Rep Sires*Incr YES W3 0.4$ Hors(TL) 0.10' 8 5C01.. 10.0 1 Cede BOCA/ANSIS5 1st LC U.Min Elden = 240 n/a Witte:1i41h LUMBER :RACING TOP CHORD 2 X 4 SYP M 19 "- -8-1 r 25 on earner purfn'peei g. BOT CHORD 2 X 4 SYP M 19 - ,•-._T RD .... ... d 1y eypred 4••10-0-0 on center breeinp. WEBS 2 X 4 SPt=.S Stud STEPHEN w. c RLER WEDGE Left;2 X 4 SPF N4.2.Mohr 2 X 4 SPF No.2 REACTIONS Oblslxa) 2.178010-34.8=1780/0-34 4T.t MaxGrey 2.'1831894d cats 4).8+•18311oad saes 4 1 :1s •1r FORCES �l-Fust Load Cast Oily �,,,,,, "• Top CHORD 1-2.24,2-3=-3009,3.4=.2538. 4.5•-2538,5.8 255 4.7• • . :.-311597$4 •4 80T CHORD 2-12+2784, 11.12001803. 10.11=1903.8.10.2 .4 ••!r••••►•• i WEBS 3.12•-829. 5-12=781, 5.10=781, 7-10=429 ,s w ,0" c NEU'`•rte• { NOTES ��` `�.•p�•e,....,.',.yf.*., 11)This truss hos been checked for unbalanced lowing condrticre. �' •• • REGISTERED •`�`'�- �'°�' a An*tag W.M20 JAM union otherwise indicated. ¢ •4y STEPHEN W. t.„9• 1 r 3)This truss has been designed with ANSI/1•P1 1.1095 criteria. FRCr�SSJQNAL ENGINEER `' ` cas!_t:R • LOAD CASEIS) Standard . ni DESIGN LOADWG: • N0. 6548 • 42/58 O 24(PSF) : „c:• . ti oc •i1�Ofi• ��G'E)V9'��...414/ 1s11ee4 53/74>� 19.2•oc. tT7189 18-cc. f •r +e�� 00NAL V* -7 w 4,t$ i'4•lese si1;04.'."4,0....s.eyC•; f ��Is OF Nfti,r ��„Willing''P/ 41.E-fq�+ w r,,"��n rveDG dr 0000° '1/44.1 , NI% ‘ CO3-%" %,rof.?. :.01 1/471,04e a 0 j . , ._/ .: STEP EN W.\ Iz• MAY. cc, Vis. el. tr * = CA L R f 'f- d''`rCc"a 4 CANT, 00 ��a a�• ;c' i * ` I,,'�..A`AV'e•1 a303a �, ..1G\ 4850 fiNtisinst 6,at,•m.1<� APR 14� , Sp iify MetuI- ab 21! Application Caution: Intended for use on residential and build- ing heating appliances that operate at continuous tempera. tures below 10000. • Reduces Chimney • Lightweight Pipe Fire Hazard Eliminates the need for 2100° rating reduces expensive supports. Less potential hazards of a than 1/2 the weight of home fire caused by a packed pipe chimney fire. • Attractive • Space Age Insulation Appearance Designed for the NASA Clean, good-looking space program, provides appearance where pipe is even distribution of flue exposed. gas temperatures and • Easy Assembly enables 2" clearance to Positive twist lock (6"-12 combustibles. enables easy assembly • No Hot Spots from start to finish. Uniform wrap of insulation • Variety of Sizes prevents sags, settling, and voids in pipe. Available in 6", 7", 8", 10 12" and 14" diameters. Vent Materials - UL 6"-14" Inner Liner: Stainless Steel 6"-12" Outer Casing: Galvanized or Stainless Steel Temp/Guard® 2100° 14" Outer Casing: Aluminized Steel Termination Chimneys are listed Components: Galvanized,Stainles by Underwriters Steel or Aluminum Laboratories and meet standard Note: For oil or coal burning appliances, only SS or Aluminum components 103 HT requirements. outside the envelope of the buildin z ..5...�r -:. - ® C.hitnhieYs pis Everyvening com onent needed for propei p wood, oil, coal or gas appliance installation. .. Typical Instal I Free Standing CAP Pitched Roof IIIIMIIg1} Exterior Through-The-Wall ;� Appliance �-� Open-Beam Ceiling Interior Vent l gil`fg"I CAP CAP_�y 1: ' STOILM II STORM STORM j4 ROOF COLLAR COLLAR ' <� PITCHED : SUMO, �' -�'4 FLASHING CEILING--A FLA!PLATE Ar �� -a.4 1 _ !, ice, 2100 TRIM SLEEVE CHIMNEYS i WALL BAND \ FLASHING SINGLE' RADIATION AOAPTE SHIELD WALL STOVE E ( ° \ a R MSTOP l 2 & 4 \'� \ SLEEVE y! ONLY) SIN ADAPTER SI, 1 TEE milMNEY • ili, . ...-...t4) : ) WALL 21000 SUPPORT ICHIMNEY I IL INSULATION SHIELD III I 7 Masonry Chimney High Pitched or A-Fr 1' -J��^ ~ Cathedral Ceiling Extension CEILING CAP SUPPORT CHASE COYER STOVE COLLAWOOD CHASE O PIPE __BUILT OVER 2100'CHIMNEY I ,,J..-_k ROOF SUPPORT _ FIRESTOP I ANCHOR PLATE I: :a - ADD MORTAR �� TO LEVEL TOP STOVE PIPE Om ' OFIREPACEF EXILSTING XISTING MASONRY L s91'.. VIGLIONE HTG ` & CL641. INC. PitECT: RAISED RANCH 2000S( 259 COMMERCE DRIVE CLIENT: d'A1..• L .. ,3,- . EAST HAVEN, CT 06512 DATE: k= RESIDENTIAL/LIGHT COMMERCIAL HVAC LOADS DESIGNER: S)-e'. . //J 2•o,,,t ' CLIENT INFORMATION: NAME: V i/t a to .ares ADDRESS : CITY, STATE: TOTAL BUILDING LOADS : BLDG. LOAD AREA SEN. LAT. + SEN. = TO' DESCRIPTIONS QUAN LOSS GAIN GAIN Gj 3-C WINDOW DBL PANE CLR GLS METL FR 128 7, 424 0 3, 190 3, : 8-R GLS DOOR DBL LOW E METL FR 42 1, 596 0 504 ! 12-H WALL R-19 + 1/2" GYP BRD (R-0 . 5) 2, 012 9, 656 0 2, 849 2, 1 10-F DOOR WOOD SOLID CORE & METL STM 42 1, 076 0 318 16-G CEILING R-30 INSULATION 611 1, 613 0 888 1 18-F ROOF+CEIL R-30 BATTS (2X10 RAFTR) 666 1, 865 0 1, 025 1, 1 20-I FLOOR/OPEN CRAWL CARPET + R-19 611 2, 347 0 440 21-A BASEMT FLOOR 2'OR> BELOW GRADE 792 1, 521 0 0 SUBTOTALS FOR STRUCTURE: 4, 904 27, 098 0 9, 214 9, : PEOPLE 8 0 1, 840 2 , 400 4, : APPLIANCES 0 0 0 1, 200 1, : DUCTWORK 0 7, 317 0 3, 105 3 , : INFILTRATION W.CFM: 246 . 5 S .CFM: 123 . 2 0 21, 688 3, 352 2, 711 6, 1 VENTILATION W. CFM: 92 .4 S .CFM: 92 .4 0 8, 133 2, 514 2, 033 4, ! SENSIBLE GAIN TOTAL 20, 663 TEMP. SWING MULTIPLIER X 1 . 00 BUILDING LOAD TOTALS 64, 236 7, 706 20, 663 28, LOAD SUMMARY FOR ZONE #1 SUPPLY CFM AT 20 DEG DT: 674 CFM PER SQUARE FOOT: 0 . ' SQUARE FT. OF ROOM AREA: 1, 216 SQUARE FOOT PER TON: 668 . TOTAL HEATING REQUIRED WITH OUTSIDE AIR: 47 . 179 MBH TOTAL COOLING REQUIRED WITH OUTSIDE AIR: 1 . 820 TONS LOAD SUMMARY FOR ZONE #2 • SUPPLY CFM AT 70 DEG HTG DT: 185 CFM PER SQUARE FOOT: 0 .; SQUARE FT. OF ROOM AREA: 792 SQUARE FOOT PER TON: 1, 456 . TOTAL HEATING REQUIRED WITH OUTSIDE AIR: 17 . 057 MBH TOTAL COOLING REQUIRED WITH OUTSIDE AIR: 0 . 544 TONS Fif 111r, ,.-AlwpreArw..-, ,,.‘7*--onvivoir... 7.,,...,.‘„...m...„7...%":'..,.z::77.,. • - .P --• ••:.,.; _ • ..., ******** RESIDENTIAL O LIGHT COMMERCIAL HVAC ?FADS BY ELITE SOFTWARE ****' V'▪. VIGLIONE HTG & CLG, INC. EAST HAVEN, CT 06! RAISED RANCH 2O00SQFT PAGI -is ************************* ZONE # 1 ROOM LOAD SUMMARY **********************, •:: I v,;;', RM ROOM AREA HEATING COOLING ---- -- • -' NO. DESCRIPTION (SF) BTUH o TOT CFM BTUH % TOT 1 . LIVING ROOM 272 8, 165 19 .5 93 2, 588 17 .4 - 2 . ENTRY 91 5, 385 12 . 9 61 1, 345 9 . 1 3 . DINING ROOM 121 8, 064 19 .3 92 1, 758 11. 9 4 . KITCHEN 121 2, 341 5 . 6 27 2, 095 14 . 1 5 . BED ROOM 3 132 5, 134 12 .3 58 2, 114 14 . 3 6 . BED ROOM 2 156 5, 843 14 .0 66 2, 340 15 . 8 - 7 . MASTER BED ROOM 165 4, 166 10 . 0 47 1, 834 12 .4 8 . MASTER BATH 32 1, 664 4 . 0 19 389 2 . 6 9 . MAIN BATH 48 358 0 . 9 4 126 0 . 8 10 . HALL 78 714 1 .7 8 244 1 . 6 ZONE SUBTOTAL 1, 216 41, 834 100 . 0 475 14, 833 100 . 0 E VENTILATION 5, 345 1, 336 LATENT GAIN 5, 672 ZONE TOTALS 47, 179 21, 841 1. 820 T( • ******** RESIDENTIAL AND LIGHT COMMERCIAL HVAC LOADS BY ELITE SOFTWARE ****1 VIGLIONE HTG & CLG, INC. EAST HAVEN, CT 065 RAISED RANCH 2O00SQFT PAG ************************* ZONE # 2 ROOM LOAD SUMMARY **********************1 RM ROOM AREA HEATING COOLING ---- NO. DESCRIPTION (SF) BTUH o TOT CFM BTUH o TOT C 11 . BASEMENT 792 14, 269 100 . 0 185 3, 797 100 . 0 ZONE SUBTOTAL 792 14, 269 100 . 0 185 3, 797 100 . 0 VENTILATION 2, 788 697 LATENT GAIN 2, 033 ZONE TOTALS 17, 057 6, 527 0 . 544 TC r e ***** ** RESIDENTIAL LIGHT COMMERCIAL HVAC LOADS BY ELITE SOFTWARE ****" VIGLIONE-HTG & CLG, INC. EAST HAVEN, CT 065 RAISED RANCH 2000SQFT PAGE J ************************* BUILDING LOADS (CONTINUED) *********************** rier TOTAL BUILDING LOAD SUMMARY SUPPLY CFM AT 19 . 70 DEG DT: 859 CFM PER SQUARE FOOT: -0 .9 SQUARE FT. OF ROOM AREA: 2, 008' SQUARE FOOT PER TON: 849 .3 TOTAL HEATING REQUIRED WITH OUTSIDE AIR: 64 .236 MBH TOTAL COOLING REQUIRED WITH OUTSIDE AIR: 2 .364 TONS CALCULATIONS ARE BASED ON 7TH EDITION OF ACCA MANUAL J. ALL COMPUTED RESULTS ARE ESTIMATES AS BUILDING USE AND WEATHER MAY VARY. BE SURE TO SELECT A UNIT THAT MEETS BOTH SENSIBLE AND LATENT LOADS . • • a ,/ rr • • • n 7. . f 88-58 TOWN OF MONTVILLE PERMIT FOR PUBLIC SEWER CONNECTION DATE 11-313— 9 9- FEE $ 3C) 0 C) PERMIT NO. / TYPE NO. OF UNITS f LOCATION 3 -( r cike i-1 //-0 (-0 L. 4- OWNER(S) OF RECORDS � A4/27 NAME I C uhi) ) /A,---0 6WD MAILING PRESS TIE-IN 4k CONTRACTOR DATE L'34Y OOINSPECTED BY mghII METERED METER NO. DATE FIRST READING INSTALLED SKETCH OF LOT SHOWING WELL OR WATER PIPES, BUILDING AND PROPOSED TIE-IN ROUTE TO STREET STUE Show as-built connection complete with all measurements from a permanent structure to pipe exit from building and all cleanout locations1trap and vent (if outside) , grease pit (if any) , grinder pump installation (if any) . (Use back of white sheet if necessary. ) 1 ' B ' o°.c- 4' I ► e 35'1 13.4 3') al k `SJ 5 5\ 5"i) ti 3 WPCA COPY INSPECTOR COPY OWNER COPY (white) (yellow) (pink) Amiammiiii 01/17%00 MON 13:07 FAX 1 860 439 0803 LENIHAN LUMBER rel 002 0 , /V1,4t,< . al i 6 i I LOUR BEAM TJ-aesmTM v5..O Serial Number:700342302 3 Pcs of 1.75" X 11.875" 1.9E Micro mile LVL BEAMUSA 1111 4/22/9$ 7713:56 PM Pea?I or 1 Mild Code:fAS) THIS PRODUCT METS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED .P 2 94 10" LOADS: Product Diagram is Conceptual Analysis for Es,:-am Mr.. i ter ' r ,'trio , . `t)tt' - r,;1--t:, ` Loads;psf, 40 t,;.. I'pii=3''�r Tributary Load Width. 14' SUPPOR IS. INPUT H-ARINci F., NS.:!r;. . VVIDTH LENGTH .ilJSTiF ICATION )1 TOTAL DETAIL OTHER 1 2x4 Plate 3 50^ ,' 849` Left Face <:i a 16358 D 2 2x4 plate 350' Z'.845" etaii A3 '1.25"LSL Rim Right Fa 6" Detail A3 1 15"LSL Rim -See TJM SPECIFIER'.:BUILDER'17,GUIDES for dei., I -Bearing length reguiren rt exceeds input at support(S) 1 2. Supple -,dware is required to satisfy bearing requirements DESIGN CONTROLS: 'MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(1b) 6215 5259 11645 Passed(44%) Lt. end Span 1 under Floor loading Live Deft{fti lb 2S29 22529 26772 Passed(84%) MID Span 1 under Floor loading 429 0.483 f'assed(U'406) MID Span 1 under Floor loading Total Detl(in, 0 050r 0 725 F'assed(L/265i MID Span 1 under Floor loading_ -Deflection Criteria STANDAhfi(LL- L'360, TL L/240i -Bracing(Lu).All compression edges(top and bottom) must be braced at 7 8"o/c unless detailed otherwise, Proper attachment and posftioning of lateral bracing is required to achieve member stability- ADDITIONAL NOTES -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). fJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application.input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by a TJM Associate. -Not all products are readity available Check with your supplier or TJM technical representative for product avaiiabifrty, -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS -Allowable Stress Design methodology was used flr Code NER analyzing the TJM Residential product listed above. -Note; See TJM SPECIFIER S;13UlLI%ER'S GUILT r.S for multiple ply connection. • 00) L PROJECT INFORMATION OPERATOR INFORMATION: (J LENIHAN Wood Structures Inc, Dottie Guinard ll.9( ` 14 Pomerleau Street Biddeford, Maine 04005 800-341-9612 e � 'i Copyright 1899 byTn.r,=JiitMaoMittan,atimkedperyxxahip•Boise,Idaho,U$A TJ-pro„o,ITJ-Seam'''areVademarksofTrusJotattosaiillan. t- MlcrollarniFj is a regintlSed trademark of True Joint Mar,Miilah. L1 A Nis, STATE OF CONNECTICUT `"'"r WORKERS' COMPENSATION COMMISSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn. Gen. Stat. § 31-286b) Property located at: ir ?) `/ cid c 14-0 11 D tti In the town of c, I� ( TT L Name of building permit applicant: c v\ u t o Please check one: 1. I am the owner of the above property. 2. ✓ I am the sole proprietor of a business. 2A. Name of business: T 4„ 'd S.c L. „e. (CO - ( 13 i,; 14 er) . 2B. Federal Employer Identification Number(FEIN) CD.y D -- G '/ - 04 L/ Pursuant to § 31-286b, "a property owner or sole proprietor [who] intends to act as a general contractor or principal employer" may provide either a certificate of workers' compensation insurance or a "sworn affidavit...stating that he will require proof of workers' compensation insurance for all those employed on the job site in accordance with this chapter." Please cher one: 1. V I do not intend to act as a general contractor or principal employer. [Sign and st her ] • Signature of applicant 2. I intend to act as a general contractor or principal employer. Applicant must either provide a certificate of workers' compensation insurance or sign the affidavit below. Affidavit I hereby swear and attest that I will require proof of workers' compensation insurance for every contractor, subcontractor, or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act (Chapter 568). I understand that pursuant to § 31-275 C.G.S., officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office; and that a sole proprietor of a business is n• require yto .ve c• -ra: unless he files his intent to accept coverage. wow.. 146.41 Signature of applicant / / Subscribed and sworn to before me this day of 200_. (Notary Public/Commissioner of the Superior Court) 0 ZONING:MAO 1!`i • ir l - PERMIT NUMBER CI 1 - d5 , Og + I�Ralc>�IT>r' . .t l a�l a6 :: APPLICANT D'AMATO. BROS_ Bull MFRS L uDRESS183 QUARRY RD MII.FQRD f T 0646G 203-877-327.6 PnrOwrieR;-SAME 3 4 ,.PARTRIDGE HOLLOW LOT AREA ?3, 673SF ZONE S.SORM MAP NUMBER Oa g "OCT`ONUMBER 73 . BUILDING:HEIGHT 22' PROPOSED FLOOR AREA 1500 SF .. NRTEIREE E31J i5'rWD USE SINGLE FAMILY HOME !won ON REVERSE _. . OR PROVIDE TWO COPIES OF PIANS DRAWN TO A SCALE OFAT LEAST 1't+Id SHCWlIIG.OIMENSIONS OP THE Lt3T,THE SIZE,AREA: AND LOCATIONOF E!(1STTNQ,PROPOSED,PRINCIPAl.:AND ACCESSORY STRUCTURES.DRIVE iRYS.SANITARY FACILITIES;AND YYATER SUPPLY,PARKING-MOLITIM ' MD AD.CE 1'T STREET; DISTANCESOF:Pl PROPOSED STRUCTURES FROM PROPERTY LNIE$. IN!ME: OF FIU,OR EXCAVATION R (UNDER 500:CUBIC YARDS),D$MENS(ON$Dr FILL.OR.EXCAWITIONAREAMUSt SE INCLUDED. A_PLAN PREPARED.ETA.COPINECTIGUT REGISTERED LAN° SURVEYOR MAY SE REQUIRED. THE PROPI3SED USE SPECIFIED ABOVE SHALL NOT BE ALJTORIZED UNTIL AN ACTUAL CERTIFIrAIE OF COlI+LIANCE G Sum synGOOMmissios°ON:1TNAPPOI[Iz#ED Ate: SKETON.PLAN:OL ORADINGFLAN: oR1V.PER1r NATE,LOOM.) Domall NIA WETLANDS:PERMIT E TIARA I►J‘RLUiD ayaR: t(WANTED FEUD.nu rRosmr Dreg WO HAS BOND'BEEN PILED .FEE PAID Q.CASH 0-CHECK* 0 Nit. THEAPFUCANTAEN :`lO:: 4. TOALLTHE APPLICABLE`REQUIREMENTS OVITE.ZONING REGULATIONS 3 NOTVVTHECOMPASSION:c ms APPOINTED00.14* IP.TIIE f A A .CALL POR NAL'NisPEQTion A • QUEST ATE OF COMPLIANCE BEFORE ISSUANCE Of D.O. 0 APPUCAN IONAT • mit. 11/a g/,..e.e.g..,2 , .L.,- .,,,,*4.,„ , ///e//?c. al s-, if A cOMFII$S1OPLAGEr ___..z.Ltp a,k,,,..44 3)zio, WE COMPUANCE TWA'SIGNED PERMIT AUTHOR ZES.THE APPUCANT TO PROS TO THEBUILDING DEPARTMENT FOR ANY REQUIRED PERMITS FACT THE ZONING OFFICER(848 49)AT LEAST 24 HOURS BEFORE CONSTRUCTIMI BEGINS TO ALLOW ZONING OFFICER:TO.0 `ECT LOCAtICN. Rat:lova Town of Montville ,t 60 Building Department 848-3030, Ext 382 ONE&TWO FAMILY CONSTRUCTION PERMIT SIGN-OFF SHEET .; V f7, r , dctf' c,, L(oLam; C' c-r K c� it c--% , Prorty Address Job Description: C c n.s l r t-c-1' t c',0 (--)4 4 .T1 c e d 'Ai' ,_ (..% /1-- The owner/agent shall be responsible for the completion of the form, no certificate of occupancy will be issued until all signatures below have been obtained. HEALTH DISTRICT 848-3030-882 Approved 0 Permit#: Not Applicable Septic System Date Approved ❑ Permit#: OW Not Applicable Private Well Date WPCA DEPARTMENT 848-3030,Ext.881 ,1I i -36 ' 0 0 Permit#: Not 7( unicipalSewer Date Applicable C- 1 W .`e'r 4., ,,, ,,�)'' House Trap 0 Outside 0 Inside Soa sv-vt �_ Approved OK ids, 74,i s ��/ icipal Water Y-3/O 3 ❑ Permit# 4 . []� Not Applicable DEPA' ENT OF PUBLIC WORKS late 848-7473 Approved ❑ Permit#: Z. Not Applicable Director Date PLANNING &ZONING DEPARTMENT 848-3030.Ext.81 .1 ' 7 In-Compliance Zoningt ( �c,l c Z [T-Permit#: gc,;- c,`l ❑ Not Applicable Date //t In-Compliance ( I 2,L:I - Permit#: Inland-Wetlands Date ❑ Er Not' Applicable FOUNDATIONS TABLE 405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM UNIFIED SOIL SOIL CLASSIFICATION VOLUME CHANGE GROUP SYSTEM SYMBOL SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL CHARACTERISTICS1 POTENTIAL EXPANSION GW Well-graded gravels,gravel sand mixtures,little or no fines. Good Low Low GP Poorly graded gravels or gravel sand mixtures,little or no fines. Good Low — Low SW Well-graded sands,gravelly sands,little or no fines. Good Low Low Group I SP Poorly graded sands or gravelly sands,little or no fines. Good Low Low GM Silty gravels,gravel-sand-silt mixtures. Good Medium Low SM Silty sand,sand-silt mixtures. Good Medium Low GC Clayey gravels,gravel-sand-clay mixtures. Medium Medium Low SC Clayey sands,sand-clay mixture. Medium Medium Low Group IIML Inorganic silts and very fine sands,rock flour,silty or clayey Medium High Low fine sands or clayey silts with slight plasticity. CL Inorganic clays of low to medium plasticity,gravelly clays, Medium Medium2 sandy clays,silty clays,lean clays. Medium to Low CH Inorganic clays of high plasticity,fat clays. Poor Gros I❑ Medium High2 P MH Inorganic silts,micaceous or diatomaceous fine sandy or silty Poor High soils,elastic silts. g High OL Organic silts and organic silty clays of low plasticity. Poor Medium Medium Group IV OH Organic clays of medium to high plasticity,organic silts. Unsatisfactory Medium High Unsatisfactory Peat and other highly organic soils. g Medium High For SI: I inch=25.4 nun. I The percolation rate for good drainage is over 4 inches per hour,medium drainage is 2 to 4 inches per hour,and poor is less than 2 inches per hour. 2 Dangerous expansion might occur if these two soil types are dry but subject to future wetting. 405.2 Wood foundations. Wood foundations enclosing habit- wall. The parging shall be covered with a bituminous coating, able or usable spaces located below grade shall be adequately 3 pounds per square yard (1.63 kg/m2) of acrylic modified drained in accordance with Sections 405.2.1 through 405.2.3. cement, 1/8-inch(3.2 mm)coat of surface-bonding mortar com- 405.2.1 Base.A porous layer of gravel,crushed stone or coarse plying with ASTM C 887 or any material permitted for water- Proofing in Section 406.2.Concrete walls shall be dampproofed sand shall be placed to a minimum thickness of 4 inches (102 mm)under the basement floor.Provision shall be made for auto by applying any one of the above listed dampproofing materials matic draining of this layer and the gravel or crushed stone wall or any one of the waterproofing materials listed in Section 406.2 footings. to the exterior of the wall. 405.2.2 Moisture barrier.A 6-mil-thick(0.15 mm)polyethyl- 406.2 Concrete and masonry foundation waterproofing. In areas where a high water table or other severe soil-water condi- ene moisture barrier shall be applied over the porous layer with tions are known to exist, exterior foundation walls enclosing the basement floor constructed over the polyethylene. habitable or storage space shall be waterproofed with a mem- brane extending from the top of the footing to the finished grade. 405.2.3 Drainage system. In other than Group I soils, a sump The membrane shall consist of 2-ply hot-mopped felts,55 pound shall be provided to drain the porous layer and footings. The sump shall be at least 24 inches (610 mm) in diameter or (25 kg)roll roofing,6-mil (0.15 mm)polyvinyl chloride,6-mil 20 inches square(0.0129 m2),shall extend at least 24 inches(610 (0.15 mm) polyethylene or 40-mil (1 mm) polymer-modified mm)below the bottom of the basement floor and shall be capable asphalt.The joints in the membrane shall be lapped and sealed of positive gravity or mechanical drainage to remove any accu- with an adhesive compatible with the waterproofing membrane. mulated water. The drainage system shall discharge into an 406.3 Dampproofmg for wood foundations. Wood founda- approved sewer system or to daylight. tions enclosing habitable or usable spaces located below grade shall be dampproofed in accordance with Sections 406.3.1 $ through 406.3.5. SECTION 406 406.3.1 Panel joint Plywood panel joints in the founda- tion WATERPROOFING tion walls shall be sealed full length with a caulking compound AND DAMPPROOFING capable of producing a sealed.moiPlywood reproof seal under the conditions 406.1 Concrete and masonry foundation dampproofing. of temperature and moisture content at which it will be applied Except where required to be waterproofed by Section 406.2, and used. foundation walls enclosing habitable or storage space shall be 406.3.2 Below grade moisture barrier. A 6-mil-thick (0.15 dampproofed from the top of the footing to the finished grade. mm) polyethylene film shall be applied over the below-grade Masonry walls shall be dampproofed by applying not less than portion of exterior foundation walls prior to backfilling.Joints in 3/8 inch(9.5 mm)portland cement parging to the exterior of the the polyethylene film shall be lapped 6 inches (153 mm) and ....- s i 33