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HomeMy WebLinkAboutSFR 1999 Town of Montville BUILDING DEPARTMENT 310 Norwich-New London Tpke. Uncasville, Ct. 06382 Tel. 848-7166 Fax 848-7231 Permit No: 899-169 Code: 01 Owner: D'Amato Bros. Mailing Address: 183 Quarry Road City: Milford State: Ct. Zip: 02891 Tel: 203-877-3272 Job Location: 15 Pheasant Run Map/Block-Lot: 028/005-021 Contractor: self Mailing Address: City: State: Zip: Tel: Type of Permit: New Single Family Job Description/Materials: wood frame ranch Size: 30 ' x 50 ' Type of Heat: oil/warm air/A/CUse: residential Construction Value Fee Building $: 113,430.00 $: 682.00 Plumbing $: 5, 671.50 $: 34.00 Heating S: 5,671.50 $: 34.00 Electrical $: 4,537.20 $: 28.00 Air Conditioning$: 2,268.60 $: 16.00 Other $: $: Certificate of Occupancy $: $: 10.00 Plan Review $: $: 68.20 • State Ed ucation Fee $: 21 .05 Tota 1 $: 131 578.80 $: 893.25 e.pd. / Building 0 _ a1s Signature Date Required Inspections Footings prior to pouring concrete Footing Drains/damp proofing prior to backfill Framing Electrical Service Rough Electrical Rough plumbing - leak tests required to be on Fire stopping Heating System Chimney - above thimble and final Fireplace - throat inspection and final Gas Line test Pool bonding and electrical prior to covering Final inspection for Certificate of Occupancy Town of Montville Building Department 310 Norwich-New Lonaon Tpke. , Uncasville, Ct. —406382 Tel . 848-7166 ***************************************************************************** APPLICATION FOR BUILDING PERMIT OR TRADES PERMIT, Please fill out completely Owner: D'AMATO BROS. BUILDERSiailing Address : 183 QUARRY RD. city: MILFORD state: CT Zip Code 02891 Tel :203-877-3271 Job Location: 15 PHEASANT RUN Map/Block/Lot: 028-005ME - oaI Contractor: D'AMATO_BROS_jauLDERS4ailing Address: SAME City: SAME State: Zip Code: Tel : ****************************************************************************** Stick Built: X Modular Home: Manufactured Home: Commercial : Addition: Garage: )( Car Port: Shed: Remodeling: Roofing: X Siding: X Fireplace: X Chimney: Windows: Pool : Demolition: Plumbing: X Heating: X Electrical : X Air Conditioning: X Gas: Patio: Porch: Deck: X Retaining Wall : New: X Repair/Replacement: Job Discription/Materials used: SINGLE FAMILY HOME Size: 30' x 50' Type of Heat : OIL/HOT AIR Fireplace: MFTAI No.of Stories: 1 No. Rooms: 5 Breezeway: No. Baths: 2 Garage: 22' X 22' 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 an. fur ser attest that the proposed work is authorized by the owner in fee and : t am authorized to make application for a permit for such work as descri , - • . . . e. Owner/Agent Signature Al _ Date /9 - 1 -Y? If signed by Contractor, ype of license/registration & No: *********************** : ***************************************************** Building Department Use Only Construction Value Fee Building /3y3c .??..-- P 1 umbi ng �Plumbing X67) 5c. .34-t-- Heating _56-7/,so al— Electrical 1-1537. zv z.7-- Air Cond. Zz61-• 6c /,s— �11 Other •� Certificate of Occupancy 10— Plan Review Fee 6Y.Z,-, (A' State Education Fee 24.05 Total Fees 23`73 'ZS N Pd • Cash/Check ... . ... . .. ... . . • ZO NG pispwr ZONING PERMIT NUMBER *11.9101,0 OR ON/A EXPIRATION DATE /' - V— o i AppucANT D'AMATO BROS BUILDFRS w}PLrc NrsADDREss183 QUARRY RD MILFORD CT 06463tEPHoNE 203-877-3276 i I PROPERTY'OWNER SAME LOCATION 15 PHEASANT RUN LOT AREA32,760 SF zoNE ASSESSOR'S MAP NUMBER 028-005-021 LOT NUMBER 2t BUILDING HEIGHT 16' PROPOSED FLOOR AREA 15 00 SF NATURE OF REQUEST/PROPOSED.USE SINGLE FAMILY HOME SKETCH ON REVERSE OR PROVIDE TWO COPIES OF PLANS DRAWN TO A SCALE OF AT LEAST! =4 SHOWING:DIMENSIONS OF THE LOT,THE 04E,AREA; AND LOCATION OF EXISTING,PROPOSED,PRINCIPAL AND ACCESSORY SRES.DRNEWAY$ SANITARY FACILITIES AND WATER SUPPLY,PARLON6' FAGILMES,AND ADJACENT STREETS;DISTANCES OF PROPOSED STRUCTURES FROM PROPERTY LINES. IN THE CASE OF FILL OR EXCAVATION REQUESTS (UNDER 600 CUBIC YARDS),DIMENSIONS OF FILL OR EXCAVATION AREA MUST BE INCUIDED A PLAN PREPARED BY A CONNECTICUT REGISTERS Me SURVEYOR INAY BE REQUIRED THE PROPOSED USE SPECIFIED ABOVE SHALL NOT BE AUTHORIZED UNTIL AN ACTUAL CERTIFICATE OF COMPLIANCE IS ISSUED Eff THE C*AISSION OR ITS APPOINTED AGENTS. -macs PLAN OR GRADING-MAN XJYES A SEPTIC PERMIT OYES IN/A DRIVEWAY'PERMIT`(STA `LOCAL pis Awa WETLANDS PERMIT DYES CX/A HASA VARIANCE EVER BEEN GRANTED FOR THIS PROPERTY DYES RHO HAS BOND BEEN FILED . CNA PEE PAID O.CASH p CHECK# O NIA THE Amore 9. ADHERE TOALL THE APPLICABLE REQUIREMENTS OF THE ZONING REGULATION& 2. NOTIFY THE COMMISSION OR ITS APPOINTED AGENT OF ANY ALTERATION IN THE PLANS. 3. CALL FOR FINAL INSPECTION .0 QUEST CERTIFICATE OF COMPLIANCE BEFORE ISSUANCE OF C.O. SAPPLICANTS SI TURF C DATE: /0 -1 -//' 7A-4-6-, Y / / //4 7 COMMISSION AGENT I DATE CERTIFICATE OF COMPLIANCE DATE THIS SIGNED PERMIT AUTHORIZES THE APPLICANT TO PROCEED TO THE BUILDING DEPARTMENT FOR ANY REQUIRED PERMITS CONTACT THE ZONING OFFICER (848-8549) AT LEAST 24 HOURS BEFORE CONSTRUCTION BEGINS TO ALLOW ZONING OFFICER TO INSPECT LOCATION. REV. 9/14/98 RESIDENTIAL PERMIT CALCULATION (STANDARD) Square Feet $/SF Total Ranch 1500 $ 60 $ 90,000.00 Raised Ranch $ 60 $ - Lower Lvl Finished $ 60 $ - Unfinished $ 35 $ - Cape $ 65 $ - Second Fl Finished $ 40 $ - Second Fl Unfinished $ 25 $ - Two Story $ 75 $ - Second Fl Finished $ 45 $ - Second FI Unfinished $ 30 $ - Attached Garage 484 $ 20 $ 9,680.00 Garage Under $ 15 $ - Detached Garage $ 25 $ - Covered Porch $ 15 $ - Wood Deck 120 $ 15 $ 1,800.00 Concrete Patio $ 14 $ - Fireplace 1 $ 4,500 $ 4,500.00 Stick Chimney 1 $ 2,500 $ 2,500.00 Shed Dormer $ 4,500 $ - Front Dormer-Window type 1 $ 950 $ 950.00 Extra Full Bath 1 $ 4,000 $ 4,000.00 1/2 Bath $ 2,500 $ - Storage Shed $ 10 $ - Sunroom $ 25 $ - Other: $ - $ - $ - $ - TOTAL BUILDING CONSTRUCTION COST $ 113,430.00 PERMIT FEE Building $113,430.00 $ 682.00 Y Plumbing $ 5,671.50 $ 34.00 Y Heating $ 5,671.50 $ 34.00 Y Electrical $ 4,537.20 $ 28.00 Y Air Conditioning $ 2,268.60 $ 16.00 Other CO Fee $ 10.00 Plan Review $ 68.20 State Ed Fee $131,578.80 $ 21.05 Total Fees $ 893.25 NOTES: 1. THIS SURVEY AND MAP WERE PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT"AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A DATA ACCUMULATION PLAN CONFORMING TO HORIZONTAL ACCURACY CLASS D. NO PROPERTY/BOUNDARY OPINION IS PRESENTED HEREON. THIS MAP IS INTENDED TO DEPICT THE LOCATION OF THE PROPOSED HOUSE AND GRADING. TOPOGRAPHIC INFORMATION DEPICTED HEREON CONFORMS TO TOPOGRAPHIC ACCURACY CLASS T-D. 2. PROPERTY LINE AND TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON CLASS A-2 SUBDIVISION PLANS ENTITLED: "ROBIN HILL ESTATES PREPARED FOR OWNER/DEVELOPER DIOLINDA AND ALEJO ORTEGA LOCATED ON BLACK ASH SWAMP ROAD, MONTVILLE CONNECTICUT" BY JOHN KOPKO JR. & ASSOCIATES, DATED JAN. 1990 AND REVISED JULY 1990. 3. THIS PARCEL IS ZONED R40. IT WAS APPROVED IN ACCORDANCE WITH SECTION 5.5 OF THE MONTVILLE ZONING REGULATIONS AMENDED THROUGH AUGUST 1, 1988 AS A CLUSTER SUBDIVISION. SETBACKS ARE GENERALLY: FRONT 40'; SIDE 12'; REAR 40'. �TF = 484.47'CB k$6 PHEASANT RUN INV = 480.0' ___.__r)._._.__ FOOTING \Fp D SF DRAIN OUTLET 4 S70'08'09"W 672.55' (TOTAL) EL.=480.1' 475.00' 126.00 486 _ . ...71.55' 0 8" PLASTIC INLET 40 FEET 0 20 40 o ELEV.=482.0' ke o 20.CZ I SCALE: 1"=40' 22.0' cm N O Pa- u) 28.0' V� Z of PROPOSED).HOUSE co -*I cert a`� F.F. = 491' o i - GAR. = 489' o u' i rr 50.0' I g llIIIIIIl 488 10'X12' WOOD' I iJ I DECK & STEPS I \ I 24 X 24 FUTURE SHED OR POOL AR A i cn I i LOT 20 o I 'LOT 21 0� 32,760 sq.ft. o LOT 22 0.752 acres � I � 488 505.00' '1 - - cb a�o - 126.00' - - 127.00' N70.08'09"E ^ 758.00' (TOTAL) LOT 23 LEGEND PROPERTY/STREET LINE YARD/SETBACK LINE 432 EXISTING CONTOUR PROPOSED CONTOUR SF SILT FENCE DATA ACCUMULATION PLAN IW INLAND WETLANDS IWB INLAND WETLANDS BUFFER PLOT PLAN TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP LOT 21 ROBIN HILL ESTATES IS SUBSTANTIALLY CORRECT AS NOTED HEREON. #15 PHEASANT RUN MONTVILLE, CONNECTICUT SCALE: 1 "--40' DATE: SEP. 29, 1999 L.r BY: MICHAEL J. BENNET R.L.S. #10831 415 KILLINGWORTH MROAD,EH GGANUM, CT INC. w .r y s t `• � • ,TONE HTG & CLG, INC. PROJECT: GAMBREL 1536 SQ FT COMMERCE DRIVE CLIENT: DAMATO BROS j ;AST HAVEN, CT 06512 DATE: 05/17/99 RESIDENTIAL/LIGHT COMMERCIAL HVAC LOADS DESIGNER: STEVE VIGLIONE 2LIENT INFORMATION: . VAME: DAMATO BROS ,.DDRESS : /(/9 /7e !�/ri?JnJ . 2ITY, STATE: MONTVILLE CONN TOTAL BUILDING LOADS : BLDG. LOAD AREA SEN. LAT. + SEN. = TOTAL I DESCRIPTIONS QUAN LOSS GAIN GAIN GAIN 3-C WINDOW DBL PANE CLR GLS METL FR 156 9, 048 0 4, 125 4, 125 12-I WALL R-19 +1/2"ASPHLT BRD (R-1 .3) 1, 573 6, 922 0 2, 042 2, 042 i L1-C DOOR METAL POLYSTYRENE CORE 63 2 , 369 0 699 699 L6-G CEILING R-30 INSULATION 768 2, 028 0 1, 115 1, 115 19-A FLOOR/ENCL CRAWL HARDWD NO INS 1, 536 19, 170 0 0 0 SUBTOTALS FOR STRUCTURE : 4, 096 39, 537 0 7, 981 7, 981 ?EOPLE 8 0 1, 840 2, 400 4, 240 'tt kPPLIANCES 0 0 0 1, 200 1, 200 DUCTWORK 0 5 , 396 0 670 670 INFILTRATION W.CFM: 163 . 8 S .CFM: 81 . 9 0 14, 418 2, 284 1, 802 4, 086 JENTILATION Wi.CFM: 61 .4 S .CFM: 61 .4 0 5, 407 1, 713 1, 352 . 3 , 065 SENSIBLE GAIN TOTAL • 15, 405 TEMP. SWING MULTIPLIER X 1 . 00 3UILDING LOAD TOTALS 64, 758 5 , 837 15, 405 21, 242 • LOAD SUMMARY FOR ZONE #1 SUPPLY CFM AT 91 . 20 DEG HTG DT: 328 CFM PER SQUARE FOOT: 0 .427 SQUARE FT. OF ROOM AREA: 768 SQUARE FOOT PER TON: 821 . 976 COTAL HEATING REQUIRED WITH OUTSIDE AIR: 35 . 615 MBH COTAL COOLING REQUIRED WITH OUTSIDE AIR: 0 . 934 TONS I I LOAD SUMMARY FOR ZONE #2 SUPPLY CFM AT 70 DEG HTG DT: 343 ' CFM PER SQUARE FOOT: 0 .447 SQUARE FT. OF ROOM AREA: 768 ' SQUARE FOOT PER TON: 919 .027 COTAL HEATING REQUIRED WITH OUTSIDE AIR: 29 . 142 MBH COTAL COOLING REQUIRED WITH OUTSIDE AIR: 0 . 836 TONS • :**** RESIDENTIAL ANDIGHT COMMERCIAL HVAC LOAD4Y ELITE SOFTWARE ******* .GLIONE HTG & CLG, INC. EAST HAVEN, CT 06512 ..4AMBREL 1536 SQ FT 05/17/99 PAGE 3 ************************* ZONE # 1 ROOM LOAD SUMMARY ************************* RM ROOM AREA HEATING COOLING 1 NO. DESCRIPTION (SF) BTUH o TOT CFM BTUH o TOT CFM 1 . WHOLE FIRST FL 768 32, 912 100 . 0 374 7, 217 100 . 0 328 ZONE SUBTOTAL 768 32, 912 100 . 0 374 7, 217 100 . 0 328 VENTILATION 2, 703 676 LATENT GAIN 3, 319 ZONE TOTALS 35, 615 11, 212 0 . 934 TONS ******** RESIDENTIAL AND LIGHT COMMERCIAL HVAC LOADS BY ELITE SOFTWARE ******* VIGLIONE HTG & CLG, INC. EAST HAVEN, CT 06512 GAMBREL 1536 SQ FT 05/17/99 PAGE 4 ************************* ZONE # 2 ROOM LOAD SUMMARY ************************* RM ROOM AREA HEATING COOLING NO. DESCRIPTION (SF) BTUH % TOT CFM BTUH TOT CFM 2 . WHOLE SECOND FL 768 26, 439 100 . 0 343 6, 836 100 . 0 343 ZONE SUBTOTAL 768 26, 439 100 . 0 343 6, 836 1b0 . 0 343 VENTILATION 2, 703 676 LATENT GAIN 2 , 516 ZONE TOTALS 29, 142. 10, 028 0 . 836 TONS • s}, /7 • Igh **** RESIDENTIAL AND LIGHT CQMMERCIAL HVAC LOADS BY ELITE SOFTWARE ******* ;L,IONE HTG & CLG, INC . EAST HAVEN, CT 06512 1AMBREL 1536 SQ FT 05/17/99 PAGE 2 ************************* BUILDING LOADS (CONTINUED) ************************* TOTAL BUILDING LOAD SUMMARY SUPPLY CFM AT 80 .40 DEG HTG DT: 671 CFM PER SQUARE FOOT: 0 . 437 SQUARE FT. OF ROOM AREA: 1, 536 SQUARE FOOT PER TON: 867 . 715 TOTAL HEATING REQUIRED WITH OUTSIDE AIR: 64 . 758 MBH TOTAL COOLING REQUIRED WITH OUTSIDE AIR: 1 . 770 TONS 2ALCULATIONS ARE BASED ON 7TH EDITION OF ACCA MANUAL J. ALL COMPUTED RESULTS ARE ESTIMATES AS BUILDING USE AND WEATHER MAY VARY. 3E SURE TO- SELECT A UNIT THAT MEETS BOTH SENSIBLE AND LATENT LOADS . • • 1 5p• iySS� N2 TOWN OF MONTVILLE PERMIT FOR PUBLIC SEWER CONNECTION DATE / 6 FEE $ , �;� PERMIT NO. 1 O') 7 TYPE NO. OF UNITS ) Lo LOCATION j S PCc-.1)( E i ,� OWNER(S) OF RECORDS `1q /7-771 E )t3 � Lt-C /- C Q L/ M LI G ADDRESS TIE-IN a CONTRACTOR DATE .3�.IG�/ 1 INSPECTED BY WPCA AGENT METERED METER NO. 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' .... :•:•'•'•:• :: ''-•:•••.. :: :. , ... .. - - :,:: . • ;,. ... :, .s., .. :.,. :.:-: .. - .- .:• .....,.....,.. . .. .. ...• . : •4set- ,•••,:-••••-,-•• • %,...,.,-.,:-. . • . *Y.', * '. . ....... . .. ::": '. . ... 4 -:::-''''.--- - •: _. :,..,,q,.:.:•:.••::,.-. ,... . . , . . •• ... . . ...•••••,...„ .• ••,,::•„.•,„.. .. . , , .. • • - .•••. , •„„:::,...„.,..,,,,.:•,,,,::::•..,., ,ti•-•,:,•-, .. _. ,... . .... • .. Jo0 n/ss MSS iypf 1.300 Qty PlywO� 1522 I1 TOCKS 'mood structu es inc P 0i �;�iay 26 1995 MTek Industries,Inc. Mon Jun 12 10:26;25 1995 • 1 .1.44 ( e-60 i 11.0.0 ; 15.4-0 I 22-0-0 i 2.4.0 1 •'I 1".$00„ ,„i„, �'a 4.4.0 4.4.0 aa-0 14-6 C ONN�,,, .._I. I �F......w.•, F•�+JE��SN OF Mgss .."4„.......0 Q�•,,— 1,��.. . �o� STEPHEN W. c .:4.y'vs� y�• n: 4x4= CCIVILR 3 0 moi - ' - - NO.31r74:1 cn .` : p: ko 31�: :4�.3.00 i '9 9O �' : 2 •• 1.., ,,.;,,,,..?...,-..:F.,,. ix.* 1x4. .�` .6/STV.. (4.7 • fro trs/ � `s, ` S/OKAL E�°� it s ,,rTls/i/s►6t5s,,1, _ 0.11 . 7 e I 3x7= 3x4= ) SEE DETAIL _ • JUN 2 3 199 i 1-1-17 11-6-0 { 20-10-4 f_22-401 1-1-12 0-10-4 -10-4 . 1.1.12 P1Ete Onsets(XY): [1:0-0-0,0.0.01.[5:0-0-0,0-0-0) . .010aSati0(psi) SPACING 2-0-0 CS: DEFL (in) (loc) Vdefl PLATES GRIP -„ -t1C'LL 420 Plates Increase 1.15 TC 0.69 Vert(LL) 0.32 6/5 812 M20(20ga) 199/146 i TC OL 7.0 Lumber Increase 1.15 BC 0.95 Vert(TL) 0.45 1/7 578 •rL'-BOLL 0.0 Rep Stress Ina YES WS 0.38 Horz(TL) 0.06 5 n/a WO. 10.0 Code WI Min Length/LL de.,240 Weight:85(its) .� BRACING w• •'•• 2 X 4 SPF No.2 TOP CHORD Sheathed or 2-6-3 on center purtin spacing. • • 2 X 4 SYP No.2 BOT CHORD Rigid ceTalg directly applied,or 10-00-00 on.,_. «....'.. 2 X4 SPF Stud 4Ast_4 dCTtpnsae, linitire ''-c . Or NEW. Left:2 X4,Right:2 X4 �,��c Q....r.•4�j•17,00 tet ,�0`� O V�J�,,e 5� p1 W. �'¢ > . . • 3 (IDdsize) 1-1411/03-8,5=1411/0-3-8 ��'' ••% el'�'. �� Q' •,• W 'rl�•!� t-,., ' 4 '�' ..: ” , Iri,�:'STEPHEN W. ..•%• 1.•'y�- •�`t•*11 G9��•�L „ Abw lot -CHORD 1-2=2161,23=-1831,3.4=-1631,4-5•1-2161 t t1-. • C A B l R : ry �. J� �_. }�p. • CHORD 2-7.-567,,36--i a 47=•56784 i * No. 6548 t{t ``A No. 5292 �; P w • � 3 StarldaM •�'4'. • '• w • .O • A. . • • .,_, r. :� ��, I* ?•••9 O,'�Q� X6803 z r �-2)44- WCDelE ti,�.1•; -«.•0-.• f el WI . :. ' , . . �• !oiiroirio4: e.-4. °le IONAlt`.0 •':'?'1::'?';"IF:797:;:.:'ilstt% -STEPHEN W. CA � = r a r $LES .. •r -. ::. � 4 - I HA ~ - s W - J' T F)42159 24"oc, 53174 19.2"oc, 65189 16"oc. dtr�111,1,1 1 �r��• r " REGISTERED t i • I This boas has been designed for a 20 psi bottom chord Jive load,applied concurrentlywith all!'a o0- s �R` i dasip p PP th�foads ! F�i���.SIG E�I; 1',tti� ' wherever the dear distance between the top of the bottom chord and any other member is 42 inches.or.preater. 1; ,. - This clack conforms with B.O.CA.1993,Section 1606.1.2,Table 1606.1. ' ,":1111welseleslonpsransetere and READ AOTEB QlI1`HW AJW RiV>1R86 CDE WORE 4186. t - M vse oral h Wok oanneoto,.TM deign a based anti upon w on pommel,.dawn,and Is to on MdMduat boding . -- .Y.d4feev. A e dN Ad ied- y . nn nevi- idl=e*Awl ear wrr - __lv ,....._ -".�,. ,`ea. AI J.ileaeMle be • Job Truss Truss Type Oty ply WSTOOSR 530SCR SCISSOR TRUSS 1 1 . P772a3 re wO0d structures Inc. 3.300 e Jun 7 1995 MiTek Industries,Inc. Fri Jun 23 09:472211/9rPags 1.1.441 54.3 1 9-11-3 I 15-0-0 20-0.13 I 24.8.13 I 3444 I31-4-0t 1.4.0 5.3-3 4-8-1 5-0-13 5-0-13 4.8.1 _ 5-11 1-4.0 • NEW; 4.=5= ,i c,s, • •4si s :to •• STEPHEN W.';•.' -. : : CABLER• S 3x4 s 3x4: : • y• • 3x5 4 e 3x5 • No. 65 • 5.00 1r2 3 7 0•_.0 j •.-• �' r. 1.524= irr IAA.. .$4.4�►i+�."ENS* •"* VONAL " all rs..0 ax121M20H= •6.44eu4N10!146- 12 10 3x3r- 3x3z a1 ` O 1 2.50 12 442= 4112 DESIGN LOADING: TCLUTOTAL(PSF)42/59 @ 24"oc, 53(74 @ 19.2"oc, 63189 @ 16"oc. This truss has been designed for a 20 psf bottom chord live load,applied concurrently with all other loads wherever the clear distance between the top of the bottom chord and any other member is 42 inches or greater. This check conforms with B.O.C.A.1993,Section 1606.1.2,Table 1606.1. I 7.11.12 i 15.0.0 I 72-9-4 I 30-0-0 7.11-12 7-0.4 7-0.4 7.11.12 Plate OOsets(X,Y): [1:0-0-12,00.9),(5:0-0.0,0.10,[9:0-0-12.0-0-9),(11:0.0.0,0-3.31 LOADING(pet) I SPACING 2-0-0 CSI DEFT- (in) (toc) tided PLATES GRIP TCL. 42.0 Plates Increase 1.15 TC 0.98 Vert(LL) 0.84 11/10 427 M20(20ga) 199/146 TCOL 7.0 _Lumber Increase 1.15 BC 0.87 Verl(TL) 1.17 11/10 304 M20H(20ga) 149/109 BCU. 0.0 Rep Stress tncr YES WB 0.94 Horz(TL) 0.70 9 Na Sc ..G10.0 Code WI r (Matrix) Min Length/LL dell=240 Weight:95(Ibs) • LomaeR BRACING TOP CHORD 2 X 4 SPF 2100F 1.8E TOP C1-i0RD Sheathed or 1.10.7 on center pur+`n spacing, BOT CHORD 2 X 4 SPF 2100E 1,8E SOT CHORD Rigid ceiling directly applied,or 10-00-00 on center bracing. WEBS 2 X 4 SPF Stud'Except* 11-5 2 X 4 SYP No.2 _toss xttxre,4j4 -. REACTIONS (lbs./size) 1-1883/0-3-8,9=1803/0.3.8 N‘s,,`pf C ON/°I•'� sop OF 444'' Max Hort 1=-62(load case 3) .. .4� ••tiN•w. •�e>. % , F go • FORCES .% C1 w t STEPHENABLERNa • TCP CHORD 1-2=-6878,2.3.8281,3-i=8147,4.5*-4498,S-6.-4498,6-7=6147,743=-6281,8-9.687~ y's`•� Y ' 4+r�C. : FtCIVIL GNm+ .y +$_ �,• a CIVIL • BOT CHORD 9-10=8955,10-11.5530,11.12=5530,1.12=6355 r y; y WEBS 2.12=-489,4.12=541,4-11.-1380,5-11=2951,6.11=-1380,6-10.541,8.10=-489 '�� /4 .i• . o'p��No•31927O NOTES .c+'; ,e. ;3• OZ X2'44 kJ is C/STE L`', 1)This truss has been checked for unbalanced loading conditions about joint 5. « <' `y/!'EHg1i11•• a • 610 EN(1�� pct- ,, A •i..•.•.•' c. � ,v 4L ' LOAD CASE(S) Standard **1/0NAI-E�a` 4447114I11548 - .. {�-"may'"�y7,�r+••. ' 4 a -� �R+,,qr •• \\1�,i�t�»jj�,' >�1> 4�.4'"•. F r am <'c -r. '" t1,14... +'`Q`'.r�� W• `. 1,S. PSE OF (YAK,f' ��4y,...... .... , t.1":;" .11 ''• .agtc'� Na. 5292.121f 43:4\to �s 9°c M tubo 4597 • ' ;' • 1M E iii �'. �' 5Q 44.1?v�� os 3030 �z ��D,�AN. M��,,,`,,z1. ' P 10FESSIONAL ENGINEER Z��i1� : •vY. ... .. .. •••••....,��tyM°PeSti ti , # .f' '�^S': k : fi 7" r T},fi ..a `. A•i:a a WARMING-V.r(fy deatrt,paruasetcrr and READ NOTES ONIIIIS AND 1101121111tkali B{L'F'ORE USX. - o.•r►3n Vold ICM use only witty Wee oonnedas,this prpar,is based oat upon oosttdlfgss!how ,'on p.i fog en Inaboldootbuldinwoomponent to be _ 41- - ab WU5pciGy Me 1�� 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, Available in 6", 7", 8", 10 and voids in pipe. 12" and 14" diameters. Vent Materials - II 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 T. ;Templ a ne tin Every venting component needed for propel as a Iiance installation. wood, oii, coal or g pp a Typical Installatiions I I Free Standing CAP Through-The-Wall Pitched Roof Appliance �/ Exterior Vent Open-Beam Ceiling nw�mui� STORM Interior Vent II"" �`° C0L11 STORM STORM I T RM -^....,-^...., Woos COLLAR 3 ,� coLLAR xrcNIED r ' awro -�_` 1I FLASHING C NLA! ' i_ - �` h„. �;v t "�, 2100” Ill TRIMTEEEVE - � ii CHWAWEY i WALL RANO FLASHING f } RADIATION SINGLE, ADAPTE WALL I I STOVI SHIELD $TOP I R n ��- ` Tom' }y� X12 ONLY) e \\_` BINDLE WALLS; ( CHIMNEY ADAPTER 1� TEE /10 WALL 2100° SUPPORT ICHIMNEY I Al' INSULATION II SHIELD 11 High Pitched or A-Ft f f - - Masonry ChimneyCEICathedral Ceiling Extension � - LING SAP CHASE SUPPORT COVER +' STORM O STOVE COLLAR WOOD CHASE BUI.T OVER PIPE X2100'CHIMNEY , 1 `LJ_ 1 PORT SUPPORT FIRESTOP ANCHOR PLATE d4 -_ ADD MORTAR I \ TO LEYEL TOP STOVE PIPE j ‘ ''IFR EEPLACEXISTING EXISTING A.... 111111111111 MASONRY y i C 'I i o t 1 IIIIIIIIIIIIIIIIIIIIIIIIIIII e 0q 40 rF mz LLZ C y csl minimIII ! I 11 I 1111 311 ® D ID 1 • 1I - II 1 ® 1 , _ I1 F 0 ® a0 II11 0 r _0000 0000 000 \ 0000 \ 1 i , j1 .+Ia-,e I .0-,BI .0-3d I0-, 1-----(::`;> r , r — — — — PRFrAP.T HATc-WAY I I AND STAIRS -r I I LOCATION PER 517E CONDITION Q I I I I 1111 1111 .D b D. 1111 1111 D IO" CONC. WALL r aA A D., ... ... .D 1111 N 9 r--1w--,1111 . a, 1111 t ID \ Z O D.. )x' / 73)2X10 BEAM ft P W/ 4" 51 ttL LALLY COLUMNS .----1:::--, e\ D • e 2'X2' XIO" FOOTINGS ----1- D, D,, • B'-0" uii B' r B-0 7 BA ', B'-0' 1 0' e'er ,D. D 1111 hh D 1 r ' r b _ liii � r BEAR POCKET C YP.) D. .D L L_____.I.__- n pEA)y POCKET RT'PJ 1 _ o �' .•. Y D' .D O _�_ FURNACE HOT WATER ___11" iiii .D a ____�___ f De. D, ,., DI .D ` o - o . - o . 2t o . o - o o - e - o o o o _ - o o o - o . - D. I ,. 'a L___(:.. . 4, 8" CONC. WALL ° D, .. 2 CAR GARAGE a, 'D -4'CONC.SLAB -D '� ' 'a i] o ,. FOUNDATION PLAN D. y y .. SCALE:3Aa'.1.0' „ .r .D ,4 - • - -- - - - -- - n - - e - `i 22.-0" - —y e Q a r -0• v 50 3'-0`X 5-0• 3'-0"X 5'-0' 6-0.bit)CMCJ 3'-0'X s-e I� — • 24 _' = DB24 N I 1 :(6: P T GUEST BEDROOM KITCHBJ BEDROOM el I I I 6 60 �- �- -�� --5'-n4"SUNG _ / III' ,i. ,..,00 I X� I 1 T '4.O I Y6� 2'6" Y6• n 17 Y6" 1 1'-6" 1 l I - Q �� ill?9 i(?‘ 4'-0' _/ © , 7-4'x• / R CLOesr \ 4 .I / 76" i 2-76• tr 2.6• /\ - - GREAT ROOM MASTER BEDROOM / s'- • 19 ) BATHROOM_ / x . I I ` CATI-EM+L CBLING pin �/y(1/ sclss�1rsrc�o 4 -{ — \__J MP MMEIMIIIMMIIIIIMIll I I ikijil 7,—.- R rempilalraaallit .1? 'a III. 2_ggllri.2M-onrilt. A ri X 6'." 1-o"X 6.-8" 8.-0"A 5'-0" KY-II" AI 1341WyoOr13/4'Honeycomb SW L___ A Or 20 Min Fire-Rated Se Casing Door Reed 1.4.11kFIRE RATEID WALL MAIN FLOOR PLAN KSI 5.3/16••I'-0" SIB'Type X Gypsum Requited On Walls&Ceiling lecluding Beam( 9 rr 2 CAR GARAGE N 1� A a'-0" 22' a'-0" )' I 0 � z . 1 en N 00 C , C N G = � cz ~� N � Of � lkiAlt saga o 4o 0 ! o 5_ i ;: flh: d ; iiiir. ., ? , ; •1 aaa , aa444i. ' II1 ' IY111., 4 Y / 4 411, 7 / i I i ok , 1 : iy I 41/ ill Iii FT i \ R.- 1) L,0, 1i ) , c 2 a! o 12 '--? 1.6 i ) P:q q 411 hhd ;gni i V iL') 4'^4^ T{-r k k �f 3 iy' . rc 1 � t ts� ;fit tstttttitys �>sti�a a a a; Eli a a s a s ;1 1111 ,. , ,� IE J _ �� O P lh 11 1 f ` ° Y m 3 is.- 11111111111 , ,IES a-% � F QryJ'tl�yj)X"Y) mJ9W. m� �`Z_a=�_v�W V d 6 1 Y. X 9 ,y0p(2�(d��9§),Q �.D,O dN zni, YI