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Home My WebLink About2000 - New SFR Town of Montville Building Department Phone: 848-7166 `/ 310 Norwich New London Tpke j Fax: 848-7231 Building / Trades Permit Permit Number BP2000-307 Permit Date 7/20/00 Permit Type Building Permit Code R2 Job Street# 3 Job Location Sparrow Court Map/Block-Lot 028/005-030 Job Description Single Family Residence Owner D'Amato Bros Mailing Address P. 0. Box 3063 City Milford State Ct. Zip 06460 Telephone 203-874-3276 Contractor Watch Hill Builders *Mailing Address P. 0. Box 30&b *City Milford *State Ct. *Zip 06460 *Telephone 203-874-5992 Lic/Reg Number 131 Lic/Reg Type New Home Construction Expiration Date Use Group R4 Size Type Construction 5B Building Value $149,586.00 Building Fee $898.00 Plumbing Value $8,714.00 Plumbing Fee $52.00 Heating Value $5,276.00 Heating Fee $34.00 Electrical Value $9,702.00 Electrical Fee $58.00 A/C Value $2,865.00 A/C Fee $16.00 Other Value $0.00 Other Fee $0.00 Total Values $176,143.00 State Ed Fee $28.18 _3 PAID CIO Fee $10.00 Plan Review Fee $89.80 •tal Fees $1,185.98 f5 Building Official's Signatur, .,,,r . _ �_ _ __/_ Date 7 k l od Required Inspection • Footings-Prior to pouring concrete i,ii Rough Heating and Air Conditioning W Footing Drains/Waterproofing-Prior to backfill 0 Chimney-One flue above thimble 41 Framing Fireplace-Throat E/ Rough Electrical 0 Fireplace-Final • Electrical Service W Firestopping/Draftstopping • Rough Plumbing-Leak test required d❑ Insulation O Pool Bonding and Electric 5[] Final Inspection for Certificate of Occupancy-PRIOR to Use or Occupancy Town of Montville -- Building Department 310 Norwich-New London Tpke. Uncasville, CL 06382 Tel. 848-7166 Fax 48-7231 Applicationfor Buildingor Trades Perd�l� �� — PP Owner: D'AMATO BROS B.UILDFRS MailingAddress: P.O BOX 3063 City:MILFORD StateCT. Zip 06460 Tel:2Q3 /877 / 3276 Job Location: " 3 5Pgo '- ( 7 Map/Block-Lot / -- Contractor:WATCH HII I BUII DFRS LLCfailingAddress: P.O. BOX 306a City: MILFORD State: CT. Zip: 06460 Tel: 203 1 874 / 5992 Type of Permit LiNew Single Family [1]New Two Family ❑Addition ❑ Commercial ❑Industrial Alteration ® Garage ❑ Carport ❑Shed (1 Roofing Air Conditioning Plumbing Heating Electrical ❑ Gas LW Retaining Wall LJ Deck II Pool �PatioPorch ❑ Demolition 1=1 Siding Ii] Windows 1::Fireplace Ul Chimney Job Description/Materials:- SINGLE FAMILY HOME Size 24 X 32 Type of Heat OIL HOT AIR Use RESIDENTIAL I hereby certify 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 Contractors:Have you entered into a contract with the consumer for the proposed work? a Yes El No ('- • Owner/Agent Signature Date 6 /_ 1_/ D0 Contractors License/Registration pe &Number N.H.C 00131 Construction Value Fee Building $ $ Plumbing $ $ Heating $ $ Electrical $ $ Air Conditioning $ $ Pr) Other $ $ Certificate of Occupancy $ �b Plan Review Fee $ i State Education Fee $ (Total- $ $ Town ofilontville Building Department Receipt Date '3 / Z. / / °c No. 00103' /LC. fl 2 From: (./ATGH v�� L E ) --- 3 o PASAvr rz v Job Address: 3 SPARQde,.J GOV1-1" ' 03 • Lt2 Amount $ // g 5 . 9e. Cash CChccCheck /S/3° circle oncl 1000" /0� Received by , , v MK` Permit # g 172.Obi' 307 1/411. Permit Fee Calculation Spreadsheet RESIDENTIAL PERMIT CALCULATION (2 STORY) House Construction A (E=Economy,A=Average,C=Custom) QTY $/UNIT $/UNIT $/UNIT TOTAL Living Area 1976 SF $ - $ 70.55 $ - $ 139,406.80 Finished Basement SF $ - $ 13.10 $ - $ - I Unfinished Basement 912 SF $ - $ 5.45 $ - $ 4,970.40 Plumbing Full Bath 2 EA $ - $ 3,531.00 $ - $ 3,531.00 Half Bath 1 EA $ - $ 2,247.00 $ - $ 2,247.00 Garages Attached, 1 car EA $ - $ 8,054.00 $ - $ - Attached,2 car 1 EA $ - $ 13,676.00 $ - $ 13,676.00 Attached, 3 car EA $ - $ 18,938.00 $ - $ - Detached, 1 car EA $ - $ 10,547.00 $ - $ - Detached, 2 car EA $ - $ 15,809.00 $ - $ - Detached, 3 car EA $ - $ 21,072.00 $ - $ - Under, 1 car EA $ - $ 1,226.00 $ - $ - Under, 2 car EA $ - $ 1,673.00 $ - $ - Fireplace&Chimney Prefab 1 EA $ - $ 3,480.00 $ - $ 3,480.00 Masonry,exterior EA $ - $ 3,555.00 $ - $ - Masonry, interior EA $ - $ 3,330.00 $ - $ - W/2 fireplaces EA $ - $ 2,520.00 $ - $ Dormers Gable SF $ - $ 22.00 $ - $ - Shed SF $ - $ 15.00 $ - $ - Breezeway Open SF $ - $ 19.50 $ - $ - Enclosed SF $ - $ 82.80 $ - $ - Porches Open 260 SF $ - $ 22.95 $ - $ 5,967.00 Enclosed SF $ - $ 111.55 $ - $ - Heating Adjustment 1976 SF $ - $ (2.67) $ - $ (5,275.92) Air Conditioning 1976 SF $ - $ 1.45 $ - $ - Electrical 1976 SF $ - $ (4.91) $ - $ (9,702.16) Plumbing 1976 SF $ - $ (4.41) $ - $ (8,714.16) TOTAL BUILDING CONSTRUCTION COST, LESS MEP $ 149,585.96 PERMIT FEE Building $ 149,586 $ 898.00 y Plumbing $ 8,714 $ 52.00 y Heating $ 5,276 $ 34.00 y Electrical $ 9,702 $ 58.00 y Air Conditioning $ 2,865 $ 16.00 Other $ - CO Fee $ 10.00 Plan Review $ 89.80 State Ed Fee $ 176,143 $ 28.18 Total Fees $ 1,185.98 Based on 2000 RS Means Square Foot Costs 6/27/00 . . j1, , 7,%►7//./is, -�.., IP - , . VZONING-PERMIT 'I I PJ 'vtJl aulk PERMrr NUMBER l 4 3 OR OWA EXPIRATIONDATE 10 a l O i 1 APIAPOLICANT D'AMATO BROS BIJII DFRS I I APOUCAN'SADDRESS1$3 QUARRY RD MU FORD CT 064e0EQHONE 203-877-3276 PROPERTY OWNER SAME Lt]CATlON - q o:71-?I i- 6 S F zot I Assessoms MAP NUMBER 028-005- r?;O ...LOTNUMBER 30 . ammo HEIGHT 22' PROPOSED FLOOR AREA 1 Rnn_St NATUREOF.REQUEST/PROPOSED USE SINGLE FAMILY HOME SKETCH ON REVERSE OR PROVIDE 11M0 COPIES OF PLANS DRAWN TOA SCALE OF AT LEAST 1.':4 SHOWING:DIMENSIONS OF THE LOT.TIM SITE.AREA. AND`LOCATION OF EXISTING.PROPOSED, PRINCIPAL:ARO ACCESSORY.STRUCTURES.DRIVEWAYS.SANITARY FACILITIES AND Vfpt1l RSUPPLY.PARSING' FAC IWIES AN D ArliACENTSTREM DISTANCES OF PROPOSED STRUCTURES FROM:PROPERTY LINES. IN THE CASE OF FILL OR EXCAVATION REQUESTS (UNDER 500 CUBIC YARDS):= R OF FILL OR EXCAVATION AREA MUST BE INCLUDED A PLAN PREPARED BY A CONNECTICUT REGISTERED LAND SURVEYOR MAY HE REQUIR D. THE PROPOSED USE SPECIFIED ABOVE SHALL NOT BE AUTHORIZED UNTIL Ail ACTUAL CERTIFICATE OF COMPLIANCES ISSUE BIF THE COMMISSION OR ITS APPOIINTEDAOENTS:. SKETCH PLAN OR GRADINGPIAN tilfES DOA 1 BERM PERMIT OYES A SAY PERMTT (in-ATE, : El YES o N/A VdETLANQS:# RIFT OYES Me VARIANCE EVER BEEN GRANTED FORTIES PROPERTY OYES RV HAS BOND BEEN:FILED YES ❑WA, FEE PAID Q: H 40 ci4EC K#J 390.E WA THE APPLICANT AGREES TO A..;ADHERETOALL THE APPLICABLE REQUTENTS OF THE ZONING REGULATIONS 2: NOTIFY THE CO6WSSIONORInAPPOINTED AGENT OF*UV ALTERATIONINTHE`PLANS. 3. 'CALL FOR FINAL WIPE •,e ANDRE{ T ICftTE�OP COMPLIANCE BEFORE ISSUANCE OF C.O. APPLICANTS SIGNA DATE. � -2. 7 00 f - • Z zoo() __ato..0 CLLz� C► / COMMISSION AGENT CERTIFICATE OF COMPLIANCE DATE THIS SIGNED PERM'AUTHORIZES'wTHE APPLICANT TO PROCEED TO THE BUILDING DEPARTMENT FOR ANY REQUIRED PERMITS r Ul'D1/oo CONI T HE--ZONING OFFICER (8484 #9� AT LEAST24 HOURS BEFORE BEGINS TO ALLOW ZONING OFFICER TO INSPECT LOCATION. REV;W141098 . N° 8- 4 TOWN OF MONTVILLE PERMIT FOR PUBLIC SEWER CONNECTION DATE /TJ/X/(/1) FEE $ �j�, PERMIT NO. / 0 9? TYPE NO. OF UNITS LOCATION 3 S (6-,(ybk) C /0-/- OWNER(S) 07OWNER(S) OF RECORDS IJ y/11/4'r-D &S . NAME �.t cr- A ING`ADDRES�/ TIE-IN CONTRACTOR DATE 00 INSPECTED B - - METERED METER NO. DATE FIRST READING INSTALLED SKETCH OF LOT SHOWING WELL OR WATER PIPES, BUILDING AND PROPOSED TIE-IN ROUTE TO STREET STUB. 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. ) B ® 51 1 • II_ C.A. 45' pup WPCA COPY INSPECTOR COPY OWNER COPY (white) (yellow) (pink) CA(130 1 eZ 2 Family Plan Rcview Check List 'Yes No / _1) 301 (Design Criteria ' _2) 303.1 Grazing for habitable rooms Stair Requirements: _3) 303.3 Glazing in bathrooms " / 4) 303.4 Stairway illumination Min. 36 Width " _5) 303.4 Stairway light activation Max.Rise 8 1/4 _6) 303.6 RequiredJfeating Min. Tread Depth 9" - 7) 304 Minimum room size Measuring Nosing to Nosing 8) 305.1 Minimum ceiling height Of Adjacent Treads _9) 305.2 7feight 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 aZ 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) 310.1quiredeit _19) 310.2 Emergency egress required _ _20) 310.2.1 Minimum size for emergency egress l_21) 310.3 'under stair protection 7 _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 ?,Z) 316 Smoke detectors - 28) 316.1.1. Smoke detectors for additions or alterations x_29) 320 Two family dwelling separation assemblies _30) 321 Vapor retarder Zk b _31) 322 <Pr'otection against decay N , � 32) 403.1 cFoundations eZfootings 1.-- 33) 404.1.2 <Foundation wall design, backfill 34) 405.1 (Foundation drains 35) 406 cFoundation Waterproofing/damp proofing 36) 409.1 C rawl space ventilation 37) 409.2 C rawl space access 38) 502 'Floorf raming—spans, bearing, blocking, bridging, 39) 602 Wallframing—bearing, stud spacing,fire stopping, headers 40) 602.8 Cripple walls 41) 602.8.1 Cripple wall bracing 42) 604-607 Masonry construction f 43) 703 E cferior covering 44) 802 Roofframing—design, bearing, spans, lateral support, bridging, trusses, purlins _45) 803 Rgof sheathing—type, spans, size 46) 806 Roof ventilation 47) 807 Attu access FOUNDATIONS TABLE 405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM UNIFIED SOIL SOIL CLASSIFICATION VOLUME CHANGE DRAINAGE FROST HEAVE POTENTIAL GROUP SYSTEM SYMBOL SOIL DESCRIPTION CHARACTERISTICS, POTENTIAL EXPANSION GW Well-graded gravels,gravel sand mixtures,little or no lines. 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 ML Inorganic silts and very fine sands,rock flour,silty or clayey Medium High Low Group H fine sands or clayey silts with slight plasticity. CL Inorganic clays of low to medium plasticity,gravelly clays. Medium Medium Medium2 sandy clays,silty clays,lean clays. to Low CH Inorganic clays of high plasticity,fat clays. Poor Medium High2 Group Ill 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 g Pt Peat and other highly organic soils. Unsatisfactory Medium High For SI: I inch=25.4 mm. g 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/g-inch(3.2 mm)coat of surface-bonding mortar water- 405.2.1com- Base.A porous layer of gravel,crushed stone or coarse plying with ASTM C 887 or any material permitted for 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 toro any one oorhe waterproofing materials listed in Section 406.2 matic draining of this layer and the gravel or crushed stone wall footings. to the exterior of the wall. 405.2.2 Moisture barrier.A 6-mil-thick(0.15 mm)pol eth l- 406.2 Concrete and masonry foundation waterproofing. In y y 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 Dampproofing 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 sealed.Plywood panel joints in the founda- FOUNDATION WATERPROOFING tion walls shall be sealed full length with a caulking compound AND DAMPPROOFING capable of producing a moistureproof 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/g inch(9.5 mm)portland cement parging to the exterior of the the polyethylene film shall be lapped 6 inches (153 mm) and 33 Specify Metal-Fab 21( Application Caution: Intended for use on residential and build- ing heating appliances that operate at continuous tempera- tures below 1000°. • 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 if. 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, Available in 6", 7", 8", 10 and voids in pipe. 12" and 14" diameters. Vent Materials - 6"-14" Inner Liner: Stainless Steel ® 6"-12" Outer Casing: Galvanized or Stainless Steel 14" Outer Casing: Aluminized Steel Temp/Guard 2100° Termination Chimneys are listed Components: Galvanized, Stainles by Underwriters Steel or Aluminum Laboratories and Note: For oil or coal burning appliances, meet standard only SS or Aluminum components 103 HT requirements. outside the envelope of the buildin - Ternp/GUtI, d Cli illilleYs Every venting component needed for propel wood, oil, coal or gas appliance installation. a Typical installations: i Free Standing CAP Pitched Roof Appliance 11111111111111U Exterior Wall Open-Beam Ceiling Interior Vent ilium STORM CAP__�_..,Y- COLLA STORM "P-----•.•....; STORM `'" COLLAR ( COLLAR PITCH -....% • ROOF SUPPO FLASHING CEILING-0- F PLATE j```_-� ,. k 2100' ` TRIM SLEEVE - - - CHIMNEYS WALL BARD \ FLASHING AGAPE' RADIATION _ / ADAPT SHIELD \_ MESALL STOVI 12" & 14" II \�_`\--N._.... .._.�, TRIM t ONLY) ` �` SINGLE WALL�E CHIMNEY \ ADAPTER `• ^ 7,TEE 1111 /► ---111)Pt WALL " " 2100° SUPPORT ICHIMNEY a SHIELD INSULATION I 1 High Pitched or A-Fr I _ ___= Masonry Chimney Extension Cathedral Ceiling "4111k,...„...CEILING CAP SUPPORT CO CAP STOVE STORM $ COLLAR WOOD CHASE C PIPE 1•, OVER �2100?CHIMNEY 4. E ,```Jw.. ROOF ::,, SUPPORT FIRESTOP 1 , ANCHOR PLATE � ADD MORTAR ! `iTO LEVEL TOP STOVE PIPE Ni,,,L� OF EXISTING `,4 FIREPLACE F Rs-sr7..R- ' 1111111.11111.11111.1111.11111111 '...t, EXISTING MASONRY J00 1rrts !runs type ply Ply W000 522 I OUEENPOST 300 1 1 STOCKS r • P Mood structures Inc. 3.300 s May 261995 MITek Industries,Inc. Mon,kin 12 10:26:26 1995 • ) •1.4-4 } 6.0.0 1 11.4.0 } 15.4.0 1 22.0. 4 2}4-0 i 1=4-0 6a-0 4.44 4.4.0 • . �•�s,,,,,,,,r,,, f/ • a-ao 14-0 ..." 6•..•••••tiy.••• Cli• '. 4(%. ass' 1 '1 STEPHEN .. � . phi►, t~ " <' ,�y 4x43 t • _ 3 . a casi.ER :.0; tl �, •1 :Cc f. . No.31927IIIy 1 : :.pS• Na •(v .aoa 1x4. 9 9FST 6�1/4 Q . _ ii iiiiiill •— Alliallifrilli 11,4... • . .• I 7 e Millarri, • I 3x7= 3x4= f 5EE DETAIL . • JUN 23199 r 1 1 121 11-0-0 1 20-10-4 .041 1.1.12 9-10-4 9-10-4 1-1-12 PM*Chats(XV): (1:0-0.0,0-0-0),[5:0-0-0,0-0.0) .?lAADU10(psi) SPACING 2-0-0 Cs: DEFL (in) Qoc) Ude4 PLATES GRIP r 42.0 Plates Increase 1.15 TC 0.69 Vert(LL) 0.32 6/5 812 M20(20ga) 199/148 . 7.0 LumberIncrease 1.15 BC 0.95 Vefl(TL) 0.45 117 578 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.06 5 rila Sept. 10.0 Code TPI Man Length/LL dell=240 Weight:85(lbs) BRACING •-•• 2 X 4 SPF No.2 TOP CHORD Sheathed or 2-6-3 on center purlin spacing. • •• • 2 X 4 SYP No.2 BOT CHORD Rigid c 2 X 4 SW Stud `se'nfe1►e. afl directly applied or 10-00-00 on-. • -«.... . NEW 4 11111 Pp •r Left:2 X4,Right:2 x 4 r4,•,`t(,•O....... y' ke, ��oti, ...... „..o,lo.../ * W ••?1C•�, h: : STEPHEN W. Sy• ;�,�••ea. . G9cr`;'L • CHORD 1-2•-2161,2J•-1631,3.41631,4-5+-2181 +I�: C A 8 L R �'„ •„ ��,; • CFlORO 56=1984,6-7=1984,1.7.1984 s tt ic° Na. 5292 sa) w -- 2.7 -567,3-7=825,4.7 567 No. 65 5 w • • CAME(s) standard C; 11:-;".•. `r•:_, !•/-"..a. �N, ; �A •• 9 t..leffieffe.85;6)01N8Aft1/4`0;t,,r@�• �0 . �fU�trrattit�� j ittio;11111111141°.1111:S..”.4. ,/"'2, 4 W6t7C7E ,�:?- �yJjr/•rte+,. .,, •jr� ' • ,, •STEPH W. CABLER • • .:.,..•.:-: :.1,.. ' CANT. �• `. • ( �•.t, ! 17:--<•*!- --- " `try I y� LA. ) � �'•, • :• •:•r Y r tel'/ ;- DESIGN LOADING: ��,' •1 z•--•••••,••.:' A1.�t*�► �' t _ TCUJTOTAL(PSF)42159 a 24"oc, 53/74 a 19.2"oc, 63/89( 16"oc. "i/�ii f S�tO RECISTEREC I Milt truss has bean designed for a 20 psf bottom chord live load,applied concurrently with all otheriosas . - PROFESSIONAL ENGINEEA i 1 vi11111Nef the dew distance between the top of the bottom chord and any other member Is 42 inphes.or,greater, J; Scheck ditftiortnswith B.O.CA.1993,Section 1606.1.2,Table 1606.1. ''l!�4Unf/s lwsnwte r asst RXAD XOMI ON TEM AND ISM= XXI V=USX. tele all/with Wet oonneotas treat drape Y based only upon pawmrlrrs shown.and I for an tr10Md1io1 laillir .. .. waked..•anrierr__ N Amain',rw•.nrnw,........4...........1............................_ __.. a- •••• -O OIIIp.Oaallltptir - -1 STOKSehi• 578 I;INK . {300 1 1 i 4000 SMUG W 1.ES INC., BIC etre le, •r ,• s •• •I 'rwtneS. C. v • r- , se . . .1.4.C. 7.44 14-0-0 • 20-7-12 23•bd 20•r --0 7.4..4 5-7-12 . 5-742 74.4 1.4 outstf �r,.,� ,``..`.\� yr vE ,h, 4x4= .%_., �al•�'I •. 4' jSTEENW1%.,. ry rr...-' - 5 • g CASLER No. 5292 '''. x= '"�, 3x5e v CIVIL 9 NO,319270 iA • 5.0%1Z:4.. 1x4 \ e 8 1x4i� -a9�� C/STir� k`'�. . . i 11 ' rft ef°°'4' ' .61JSS_ �Qt .k.,. 3 7 `SSS,04ALEV` M / 40.20,000#1.) �� -�.� 12 11 10 3x4_ 3x4= 3X4= Ste Detail Below See Detail Below--/ 104-0 • 18.0.0i 25-0-0 10-0-0 5.0-0 1040 I PasOHcsu (X.YI: t%0-7-1 dge. .••1 • .eogel.l_ -_ . - el ,a: - •.aa•a t LOADING(oat) ! SPACING 2-0-C CSt DEF. an) Dec) Udell PLATES GASP T CLL 42.0 Plates Increase 1.15 TC 0.83 Vona) -0.20 12 >999 M20 1691183 TOOL 7.0 I Lumber increase 1.15 B. 0.84 Vertft) -0.39, 2-12 >884 3CLL 0.0 Rep Stress Incr YES W3 0.48 HortfTU 0.10. 8 n/s SCOL 10.0 i Coda 3OCA/ANSI9S 1st LC LL Min i/datl = 240 Wright: 114 es LUMBER =�.r' 0 TOP C}{OfID 2 X 4 SYP M 19 •` - •••- •• 2-8-15 an canter purSn spacing. 8OT CHORD 2 X 4 SYP M 19 R TEP.8p CHOBD W. CABNO 'r cataot)y op OW se 10-0-0 on canter bracing, WEBS 2 X 4 SPF-S Stud C W. CA LER WEDGE Lett.•2 X 4 SPF N.,.2.Fight: 2 X 4 SPF Na.2 REACTIONS Qblerse) 2.1780/}-3-8.11=178010.3.8 10r:411‘97 Max Grey 2=183111oad case 41.8 0 1831Deed ease 4 FORCES {Do) -Foot Load Casa Only TOP CHORD 1-2=24, 2-3=-3008,3-4=.2$39, 45=-2538, 5.0 -2553;5.7= • e :=-34151178-9 * 1 �8-8 •4 • r..•. BOT CHORD 2-12=2704, 11-12=1903. 10-11=1903.8.10=2 4 411 �r ��'�.. WEBS 3.12=-829. 5-12=781, 5.10=781, 7-10--029 • •4 4 It1EW a.b. MOTES • 1)Theuss has been checked for UnbeiAneod lowing con6tciget. REGISTERED • ez •• •• truss Z AA Pates ata M20 datoe unless otherwise indicated. L0F5b0N � STEPHEN W. •y3)This trvsa has bean desned•with ANSI/TPI 1.1995 cria. ENGINEER ABL R LOAD CASES) Standard f • N 6548 DESIGN LOADING: to • TCLL/TOTAL IPSP? r►�,A;• /iv,. ~ 42158 a 24- oc. '.r-O •. -C '(.� 53/74 19.2•co- •�0 et .••. 5.••:`� wit/silo 4 t)3tes @ 1B-or.- V''•`�B�QN�t#. �� 4� NNlc .�� 4x4 .�� of Nay, ��1ttt1U101,, �.r14.2.00 f��,t1 W. r�l1 Oft > kb Ott►'" q 'f' �� . ..•-'-'-"M+. j. •Ca ; t+!a As 4 �t! -r %11,04,. 2 /f �'+�►Il�r y„ep�� cri /y M� •Coir %WI%e4 �; (r� j �z • STEP EN W. •'o�t�` .�CH1 le tam �`�cr { 1 I to y� 4' CA t. {� E li tr •eM 4 z MAY. ,� � . ''�` E d stif CANT. �fi0 d6308� ��y�t .1 sy ' �itr,4� SlIi%ulti o�4s te ��:;;1 NA��-�;;►:`. APR 3.41 A----- -- - - F. W. WEBB COMPANY RESIDENTIAL HEAT LOSS W CULAri0N5" PREPARED BY FIRST CLASS MECH P ?ROJECT # : 124721 BY FIRSTCLS ENTERED 02/25/99 BLD 1 . NAME :STERLING GAIN BTU: 26426 ? . LOCATION :MONTVILLE GAIN CMF: 681 3. HI DESIGN TMP: 91 8 .GRND TEMP 50 LOSS BTU: 41405 1. LO DESIGN TMP: -10 9.COOL AIR TMP: 50 LOSS CFM: 782 i. ROOM TEMP 71 10.WARM AIR TMP: 120 BASEBRD' : 76 i, LEEWAY 10 TONNAGE : 2.2 7. # OF PEOPLE 4@ ;OOM if 1 OF 10 41 .WALL G DELTA 2( .2.ROOM NAME :ENTRY 42 .WALL L DELTA 8] 43. FLOOR G DELTA : 2( 44 . FLOOR L DELTA : 81 45.CEILNG G DLTA : 46.CEILNG L DLTA : C 47 .BELW GRD DLTA : 21 3.EXT WALL LEN : 14 24 . FLOOR R-FACTOR: 19 35.MISC BTU GAIN : 4.EXT WALL HGT : 8 25.HEAT/CL BELOW : N 36.MISC BTU LOSS : 5.WALL R-FCTR 14 26.CEILING R-FCTR: 19 37 .BASEBD BTU/FT : 58C 6.WINDOW SQ FT : 0 27 .HEAT/CL ABOVE? : Y 38 .PEOPLE BTUS 40C 7.WINDOW GLASS : D 28 . SKY LGHT SQ FT: 0 : . 00 8.DOOR SQ FT 21 29. SKY LGHT TYPE : D ***TOTALS FOR ROOM****** * 9.DOOR R-FCTR 2 30.AIR CHGS/HOUR : . 50 * GAIN BTU: 531 0.N,NE,E, SE. . . : S 31 .EXTRA PEOPLE * GAIN CFM: 18 1 .WIN. SHADING : N 32 .LIGHTS (WATTS) : * LOSS BTU: 1959 2.% BELOW GRADE: 0 33 .KITCHEN(Y/N) N * LOSS CFM: 37 3.FLOOR SQ FT 40 34 .BATH (Y*N) N * BASEBRD' : 4 OOM # 2 OF 10 41 .WALL G DELTA 20 2.ROOM NAME :BREAK/KITCHEN 42 .WALL L DELTA 81 43. FLOOR G DELTA : 20 44 . FLOOR L DELTA : 81 45.CEILNG G DLTA : 20 46.CEILNG L DLTA : 81 47 .BELW GRD DLTA : 21 3.EXT WALL LEN : 29 24 . FLOOR R-FACTOR: 19 35.MISC BTU GAIN : 4 .EXT WALL HGT : 8 25.HEAT/CL BELOW : N 36.MISC BTU LOSS : 5.WALL R-FCTR 14 26.CEILING R-FCTR: 19 37.BASEBD BTU/FT : 580 6.WINDOW SQ FT : 9 27 .HEAT/CL ABOVE?: N 38 .PEOPLE BTUS 400 7 .WINDOW GLASS : D 28 . SKY LGHT SQ FT: 0 : . 00 8.DOOR SQ FT 21 29. SKY LGHT TYPE : D ***TOTALS FOR ROOM******* 9.DOOR R-FCTR 2 30 .AIR CHGS/HOUR : . 50 * GAIN BTU: 3869 0.N,NE, E, SE. . . : S 31 .EXTRA PEOPLE * GAIN CFM: 129 1.WIN. SHADING : N 32. LIGHTS (WATTS) : * LOSS BTU: 5908 2 .% BELOW GRADE: 0 33.KITCHEN(Y/N) Y * LOSS CFM: 112 3. FLOOR SQ FT 204 34 .BATH (Y*N) N * BASEBRD' : 11 (HE[JROOM # 3 OF 10 41 .WALL G DELTA 2.ROOM NAME :DINING 42 .WALL L DELTA 81 43. FLOOR G DELTA : 20 44 .FLOOR L DELTA : 81 45.CEILNG G DLTA : 20 46.CEILNG L DLTA : 81 Lq .E T.WALL HGT : u L .HEAT/CL BELOW : N 36.MISC BTU LOSS : 1.5:WALL R-FCTR 14 26.CEILING R-FCTR: 19 37.BASEBD BTU/FT : f l6.WINDOW SQ FT : 15 27.HEAT/CL ABOVE?: N 38 .PEOPLE BTUS 4 [7.WINDOW GLASS : D 28 . SKY LGHT SQ FT: 0 : . 00 L8.DOOR SQ FT 0 29.SKY LGHT TYPE : D ***TOTALS FOR ROOM***** 19.DOOR R-FCTR 2 30.AIR CHGS/HOUR : . 50 * GAIN BTU: 1992 ?O.N,NE,E, SE. . . : S 31 .EXTRA PEOPLE * GAIN CFM: 66 ?1.WIN. SHADING : N 32 .LIGHTS (WATTS) . * LOSS BTU: 3936 ?2.% BELOW GRADE: 0 33 .KITCHEN(Y/N) N * LOSS CFM: 74 ?3.FLOOR SQ FT 132 34 .BATH(Y*N) N * BASEBRD' : 7 ZOOM # 4 OF 10 41 .WALL G DELTA L2.ROOM NAME :LR 42.WALL L DELTA 43. FLOOR G DELTA : 44. FLOOR L DELTA : 45.CEILNG G DLTA : 46.CEILNG L DLTA : 1 47.BELW GRD DLTA : ; .3.EXT WALL LEN : 23 24 . FLOOR R-FACTOR: 19 35.MISC BTU GAIN : l4 .EXT WALL HGT : 8 25.HEAT/CL BELOW : N 36.MISC BTU LOSS : l5.WALL R-FCTR 14 26.CEILING R-FCTR: 19 37 .BASEBD BTU/FT : 5E !6.WINDOW SQ FT : 30 27 .HEAT/CL ABOVE?: N 38.PEOPLE BTUS 4( :7.WINDOW GLASS ; D 28 . SKY LGHT SQ FT: 0 : . 00 .8.DOOR SQ FT 0 29. SKY LGHT TYPE : D ***TOTALS FOR ROOM*****4 _9.DOOR R-FCTR 2 30.AIR CHGS/HOUR : . 50 * GAIN BTU: 3025 ?O.N,NE,E, SE. . . : S 31 .EXTRA PEOPLE * GAIN CFM: 101 '1 .WIN. SHADING : N 32.LIGHTS (WATTS) : * LOSS BTU: 4615 '.2.% BELOW GRADE: 0 33.KITCHEN(Y/N) N * LOSS CFM: 87 '.3.FLOOR SQ FT 132 34 .BATH (Y*N) N * BASEBRD' : 8 LOOM # 5 OF 10 41 .WALL G DELTA 2 .2.ROOM NAME : FAM RM 42 .WALL L DELTA 8 43. FLOOR G DELTA : 2 44 .FLOOR L DELTA : 8 45.CEILNG G DLTA : 2 46.CEILNG L DLTA : 8 47.BELW GRD DLTA : 2 3.EXT WALL LEN : 32 24 . FLOOR R-FACTOR: 19 35.MISC BTU GAIN : 4 .EXT WALL HGT : 8 25.HEAT/CL BELOW : N 36.MISC BTU LOSS : 5.WALL R-FCTR 14 26.CEILING R-FCTR: 19 37.BASEBD BTU/FT : 581 6.WINDOW SQ FT : 42 27 .HEAT/CL ABOVE?: N 38.PEOPLE BTUS 40i 7.WINDOW GLASS : D 28 . SKY LGHT SQ FT: 0 : . 00 8.DOOR SQ FT 0 29.SKY LGHT TYPE : D ***TOTALS FOR ROOM******' 9.DOOR R-FCTR 2 30.AIR CHGS/HOUR : .50 * GAIN BTU: 4513 0.N,NE,E, SE. . . : S 31 .EXTRA PEOPLE * GAIN CFM: 150 1 .WIN. SHADING : N 32 .LIGHTS (WATTS) : * LOSS BTU: 7323 2.% BELOW GRADE: 0 33.KITCHEN(Y/N) N * LOSS CFM: 138 3.FLOOR SQ FT : 240 34 .BATH (Y*N) : N * BASEBRD' : 13 --------------------------------- [HD[JROOM 6 OF 10 41 .WALL G DELTA- 2.ROOM NAME :MAST BED 42 .WALL L DELTA 61 43. FLOOR G DELTA : C 44. FLOOR L DELTA : C 45.CEILNG G DLTA : 20 46.CEILNG L DLTA : 81 47.BELW GRD DLTA : 21 3.EXT WALL LEN : 30 24. FLOOR R-FACTOR: 19 35.MISC BTU GAIN : i .EXT WALL HGT : 8 25.HEAT/CL BELOW : Y 36.MISC BTU LOSS : lJ.1/(� Ju 1\ i 1l♦ • + • -- - - -------- -- 1,6.WINDOw SQ FT : 30 27 .HEAT/CL ABOVE?: N 38 . PEOPLE BTUS 4 17.WINDOW GLASS : D 28 . SKY LGHT SQ FT: 0 : . 00 18 .DOOR SQ FT 0 29.SKY LGHT TYPE : D ***TOTALS FOR ROOM***** 19.DOOR R-FCTR 2 30.AIR CHGS/HOUR : .50 * GAIN BTU: 3321 20.N,NE,E, SE. . . : S 31 .EXTRA PEOPLE * GAIN CFM: 111 21 .WIN. SHADING : N 32 .LIGHTS (WATTS) : * LOSS BTU: 5374 22.% BELOW GRADE: 0 33.KITCHEN(Y/N) N * LOSS CFM: 102 23.FLOOR SQ FT 224 34 .BATH(Y*N) • N * BASEBRD' : 10 ROOM # 7 OF 10 41 .WALL G DELTA . 12.ROOM NAME :BED2 42 .WALL L DELTA . 43 . FLOOR G DELTA : 44 . FLOOR L DELTA : 45.CEILNG G DLTA : 46.CEILNG L DLTA 47 .BELW GRD DLTA 13.EXT WALL LEN : 24 24 .FLOOR R-FACTOR: 19 35.MISC BTU GAIN : 14.EXT WALL HGT : 8 25.HEAT/CL BELOW : Y 36.MISC BTU LOSS : 15.WALL R-FCTR 14 26.CEILING R-FCTR: 19 37.BASEBD BTU/FT : 5 16.WINDOW SQ FT : 30 27 .HEAT/CL ABOVE?: N 38 . PEOPLE BTUS 4 17.WINDOW GLASS : D 28. SKY LGHT SQ FT: 0 : . 00 18.DOOR SQ FT 0 29.SKY LGHT TYPE : D ***TOTALS FOR ROOM***** 19.DOOR R-FCTR 2 30.AIR CHGS/HOUR : . 50 * GAIN BTU: 2928 20.N,NE,E, SE. . . : S 31 .EXTRA PEOPLE * GAIN CFM: 98 21.WIN. SHADING : N 32 .LIGHTS (WATTS) : * LOSS BTU: 4169 22.% BELOW GRADE: 0 33 .KITCHEN(Y/N) N * LOSS CFM: 79 23.FLOOR SQ FT 143 34 .BATH (Y*N) • N * BASEBRD' : 8 ROOM # 8 OF 10 41 .WALL G DELTA 12.ROOM NAME :BEDS 42 .WALL L DELTA . 43 . FLOOR G DELTA : 44 . FLOOR L DELTA : 45.CEILNG G DLTA : 46.CEILNG L DLTA : 47 .BELW GRD DLTA : 13.EXT WALL LEN : 25 24 . FLOOR R-FACTOR: 19 35.MISC BTU GAIN : 14.EXT WALL HGT : 8 25.HEAT/CL BELOW : Y 36.MISC BTU LOSS : 15.WALL R-FCTR 14 26.CEILING R-FCTR: 19 37 .BASEBD BTU/FT : 5 16.WINDOW SQ FT : 30 27 .HEAT/CL ABOVE?: N 38 .PEOPLE BTUS : 4 17.WINDOW GLASS : D 28 . SKY LGHT SQ FT: 0 : .00 18.DOOR SQ FT 0 29.SKY LGHT TYPE : D ***TOTALS FOR ROOM***** 19.DOOR R-FCTR 2 30.AIR CHGS/HOUR : . 50 * GAIN BTU: 2940 20.N,NE,E, SE. . . : S 31 .EXTRA PEOPLE * GAIN CFM: 98 21 .WIN. SHADING : N 32.LIGHTS (WATTS) : * LOSS BTU: 4220 22.% BELOW GRADE: 0 33.KITCHEN(Y/N) N * LOSS CFM: 80 23-FLOOR SQ FT 143 34 .BATH (Y*N) N * BASEBRD' : 8 [Ho[JROOM # 9 OF 10 41 .WALL G DELTA 12 .ROOM NAME :MAST BATH 42 .WALL L DELTA 43 . FLOOR G DELTA : 44 . FLOOR L DELTA : 45.CEILNG G DLTA : 46.CEILNG L DLTA : 47 .BELW GRD DLTA : 13.EXT WALL LEN : 15 24 . FLOOR R-FACTOR: 19 35.MISC BTU GAIN : 14.EXT WALL HGT : 8 25.HEAT/CL BELOW : Y 36,MISC BTU LOSS : 15.WALL R-FCTR 14 26.CEILING R-FCTR: 19 37 .BASEBD BTU/FT : 5 16.WINDOW SQ FT : 6 27 .HEAT/CL ABOVE?: N 38 .PEOPLE BTUS 4 18,,DOOR SQ FT 0 29.SKY LGHT TYPE : D ***TOTALS FOR ROOM***' 19.DOOR R-FCTR 2 30.AIR CHGS/HOUR : .50 * GAIN BTU: 821 20.N,NE,E, SE. . . : S 31 .EXTRA PEOPLE * GAIN CFM: 27 21 .WIN. SHADING : N 32 .LIGHTS (WATTS) : * LOSS BTU: 1657 22.% BELOW GRADE: 0 33.KITCHEN (Y/N) N * LOSS CFM: 31 23.FLOOR SQ FT 56 34 .BATH(Y*N) N * BASEBRD' : 3 • ROOM # 10 OF 10 41 .WALL G DELTA 12 .ROOM NAME :MAIN BATH 42 .WALL L DELTA . 43. FLOOR G DELTA : 44 . FLOOR L DELTA : 45.CEILNG G DLTA : 46.CEILNG L DLTA : 47 .BELW GRD DLTA : 13 .EXT WALL LEN : 17 24 .FLOOR R-FACTOR: 19 35.MISC BTU GAIN : 14 .EXT WALL HGT : 8 25.HEAT/CL BELOW : N 36.MISC BTU LOSS : 15.WALL R-FCTR 14 26.CEILING R-FCTR: 19 37 .BASEBD BTU/FT : 16.WINDOW SQ FT : 6 27 .HEAT/CL ABOVE?: Y 38 .PEOPLE BTUS 17 .WINDOW GLASS : D 28 .SKY LGHT SQ FT: 0 : . 00 18.DOOR SQ FT 0 29.SKY LGHT TYPE : D ***TOTALS FOR ROOM****' 19.DOOR R-FCTR 2 30.AIR CHGS/HOUR : . 50 * GAIN BTU: 886 20.N,NE,E, SE. . . : S 31 .EXTRA PEOPLE * GAIN CFM: 30 21 .WIN. SHADING : N 32 .LIGHTS (WATTS) : * LOSS BTU: 2244 22 .% BELOW GRADE: 0 33.KITCHEN(Y/N) N * LOSS CFM: 42 23. FLOOR SQ FT 66 34 .BATH (Y*N) Y * BASEBRD' : 4 (HO(J2 111111111111111111.11.1111.11.1.11.1.1.111111111 _ _ � _ 1 p 1 __�, 1 X111111111111111 I I —L�-_,_ 1 I1 _- z 1 I I EI ! PEE � _ I I 3 r , II U1111I I . i il ___ _ Ii _ _ - - VI, � � flllillll � I ,J-_-__I- 1 i-�- , 1 z 1 'V- -- I IQ 4 - - . I j _ U I I 1 11 - --.1- 1 j1 - 111Hh111 I _-_,--:-7,2- 111 I - 1 11 �- _r—- I 1 I. 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