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Approved Plans for Model D Rcvd 12/31/2018
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(EL. -0'-10") cn (EL. -O'-10") UNEXCAVATED `r xx UNEXCAVATED Uo T.O.W. 4" P.G. SLAB WITH 6x6, 4" P.G. 5LA5 WITH 6x6 TpW c� N ® EL.= 0'-0" 10/10 W.W.M. OR FIBERMESH. p 10" P.G. FOUNDATION WALL I o 10/10 W.W.M. OR FIBERMESH. " - m MIN. 3500 P51 GONG. o WITH DAMPR00 INC Old 20 o MIN. 3500 P51 GONG. EL.- 0'-0" N 20"x 10" P.G. F OTING 20 (T.O.W. ELEV. _ '-0") DTI 20 Z DTI DTI I-o 1 1 U I'-O" FD1 FD1 2x10 5LAB r 2x10 5LAB — — SEAT H' F_ — — -1 I HD SEAT HD HD — HD — — -I z — — - - - O A id WOJ JVJJ�(Px"�`l o o L = o 0 0 0 5 y4"xq l LVL LOW btRDER C) L - - -� O 4 4 L4" WIDE J015T SEATJ 4 DIRECT VENT HE TING EQUIP. DIRECT VENT HE TING EQUIP. 4" WIDE J015T SEAT ' Ln FDI /. FDI (T.O.W. EL.= -I'-I y2") APPLIANCE CLEARANCE APPLIA GE5 5HALL I" APPLIANCE CLEARANCE APPLIANGE5 5HALL (T.O.W. EL. I I y 2) O BE INSTALLED WITH THE GLEA NGE5 FROM BE INSTALLED W TH THE GLEARANCE5 FROMFDI 12 P.G. FOUNDATION UNPROTECTED COMBUSTIBLE MATERIALS, A5 UNPROTECTED G MBU5TIBLE MATERIAL5 A5 12" P.G. FOUNDATION ... ...... .. . ...... ....... 11 2 WALL WITH INDICATED ON THE APPLIANCE L EL AND IN 1 INDIGATED ON TIE APPLIANCE LABEL AND IN WALL WITH 2 i DAMPROOFINC ON THE MANUFACTURERS IN TALLATION FW2 THE MANUFACTU ER5 INSTALLATION DAMPROOFING ON FD1 FD1 ; 24"x 12" P.G. FOOTING IN TRUCTION5. IN5TRUGTION5. 24"x 12" P.G. FOOTING 0" 13'-4" 24'-10" CV — X / F � a" 3b'-2" I'-011 — — 3b'-2" 011 O 3�" DIA 5TEEL COLUMN F T 10" P.G. FOUNDATION WALL PROVIDE F 5H AIR INTAKE PROVIDE FRE5H IR INTAKE 3 " DIA STEEL COLUMN - W h� WITH DAMPROOFIN6 ON ON 30"x 30"x 12" DP PG TO MEGH QUIP PER GODS TO MEGH EQUIP R CODE ON 30"x 30"x 12" DP PG 10" P.G. FOUNDATION L 20"x 10" P.G. FOOTING FTG N.O,N) ) WITH DAMPROOFIN6 0 FTG N.O.N. (T.O.W. ELEV. = 0'-O") 20"x 10" P.G. FOOTINCN _ .O.W. 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CRDR W/ALUMIN M AT POCKET OR PROVIDE I P SIDES FDI I— 2 y�� AIR _ BASEMENT SLAB 5 AGE ALL � 4"P.G.5LAB MIN.2500 P51 GONG) • BASEMENT 5LAB I-- ( 4"P G 5LAB(MIN.2500 P5I GONG) o W .006 MIL.POLYETHELENE VAPOR BARRIER DASHED LINE .006 MIL.POLYETHELENE VAPOR BARRIER! a • TAMP S FILL TO q5 K DENSITY INDICATES FIRST • FILL TO g5%DENSITYIz DASHED LINE FLOOR INDIGATES R5T TAMP UN N o WALLS ABOVE = N FLOOR WALL5 ABOVE u o O FINISHED BASEMENT N 1 " X = UNFIN15HED BASEMENT p 8-0 GEILIN6 HT. x i (R-13) ® in N ® • 8'-0"GEILIN6 HT. u, GL05ED CELL 5PRAY FOAM IN50L ALONG • (R-I3)GL05ED CELL 5PRAY FOAM IN5UL ALONG ... IN51DE FACE OF FND.WALL5-FULL HT OR DRAPED BLANKET INSULATION INSIDE FACE OF FW. LL Q ED .WALLS-FU HT R bRAP ALL EXP05ED HOT WATER PIPING AND/OR HEATING " WIDE JOIST SEAT WIDE JOIST 5EAT BLANKET INSULATION 4 ALL EXPOSED HOT WATER PIPING AND/OR HEATING. DUCTS TO BE INSULATED AS PER N.Y.S.CODE. (T.O.W. EL.= -I'-I y2") r4" (T.O.W. EL.= -1'-I y2') 4 DUGT5 TO BE IN5ULATED A5 PER N.Y.5.CODE, i 11— FDI FDI FF / p ql (Z" q'-8" 71_p,11 II 4'-l" 4'-8" 11 p11 41-811 4-� CC// --'II �lll q'_8" q_8i1 q-a Ip11 (— f r / N a WOJ JVJ "Ll WAW e_'I I REKRa W J JVJ "`l Pxy C I I _ WOJ JVJ zl Px A`l c I J�J " "`l y" " LiJL 15 Y4"xq 1�" LVL LOW — I 15 y�'xq " LVL W 6tRDER I I 5 Y"xq Y" LVL LOW 6 I r-g - - I — — � o o3 I 19'-3111 I 11 _u J L.—.— - — — Lf —.J L , . 4 4 WIDE J015T SEAT Up I I - I �I UP 4" WIDE J015T 5E T 4 FDI ( .O.W. EL.= -I-I Y2%_ 0 13R rn 13R '� o = (T.O.W. EL.= -1'-1 y2') in FDI Gn ® .50® - 10 I <10 FD1 D1 0 _ u' 13'-b" 011 O o 0 i vo 14'-6° 3'-ID" 1'-0" 3'-1011 14'-6" v w Ne - � o W w o 2 ® - #5 CORNER REBAR5 W/4'-0" SUNKEN LANDING NKEN LANDING #5 CORNER REBAR5 W/4'-0" 2x10 SLAf�� xLN '� 2 FD1 2x10 5LAB LEG5 @ MIDPOINT OF LE65 ® MIDPOINT OF SEAT ® FD1 SEAT FOUNDATION WALL I'-6° I " P.G. FOUNDATION WALL I " P.G. FOUNDATION WA L FOUNDATION WALL I'-6" o p N N FROM TOP BOTTOM WITH DAMPROOFING ON W TI DAMPROOFINC ON „ FROM TOP 4 BOTTOM N 10" II'-611 � 10" 61811 11 -' 20"x Io" P.G. FOOTING 2 x 10 P.G. FOOTING - 10 I_ 11 I_ II I Io" I ID" 1 11 ID" 15 4 (T.O.W. ELEV. = 0 0) (T O.W. ELEV. = 0'-0") 18'-4" 6-bit 4" W DE J015T SEAT I'-O" - UNEXCAVATED TYPICAL (T. .W. EL.= -I'-1 y2 UNEXCAVATED TYPICAL 4" WIDE J015T EAT GARAGE 5LAB I cm - _ _I_ " GARAGE 5LAB (T.O.W. EL. I I Y) w a • 4"P.G.5LAB(MIN.3500 P51 GONG) O N O 4"P.G.5LAB(MIN.3500 P51 CONIC) - � ^ � _ a h+i REINFORCED WITH 6x6, I0/10 W.W.M� 5 REINFORCED WITH bxb, 10/10 W.W.M. } JTAMP d FILL TO q5%DEN5ITY N FW2 N TAMP 4 FILL TO q5%DENSITY - HD _ = Hp T• •W. SLOPE GARAGE 5LAB DOWN 2" g 5LOPE GARAGE SLAB DOWN 2" T• -� o ' TOWARD5 GARAGE DOOR (EL. -O-I 5 011 8 I'-011 TOWARDS GARAGE DOOR 811 -(E . -0'-IO") HD O O ' HD Y 20 13'-O" la-4 Ib'-411 5 0 13'-011 p O Lij = DTI 20 ll- 11 _ _ I. 20 v o 20 DTI Z 1 DTI - 8" P.G. FOUNDATION WALL ua FD1 - 6 v- 8" P.G. FOUNDATION WALL - DTI 1 w � 4 C) Q FD1 0 �W/DAMPROOFIN6 ON o O W/DAMPROOFING ON `r 6 - FD1 n UNEXCAVATED = - I6 xa DP P.G. FOOTING N I6"xa" OP P.G. FOOTING FD1 Q p F--� - UNEXCAVATED o 4" P.G. 5LAB WITH 6x6 (T.O.W. EL.= 0'-0") I — (T.O.W. EL.= 0'-0") 4" P.G. 5LAB WITH 6x6, o ❑ 10/10 W.W.M. OR FIBERMESH. 5 10/10 W.W.M. OR FIBERMESH. _ MIN. 3500 P51 GONG. 5 FD1 FD1 MIN. 3500 P51 GONG. J d� _ _ z m ;fI74 Z g J AB AB AB AB T.O.W. — ..... ...... . .. . 21/D 3 (EL. -1'-2") 21/0 T.O.W. w 3 (EL. -1'-2") 21/D ,� ON EREp q DTI FD1 DTI FD1 APs R OVER by 0BEB DTI U Q- r� PtA�tN1NG BOARD , �: cQ DtC W - I 16-O M.O. I-10 I-l0 16'-o" M.o. r-a" TOWN OF SOUTHOL� �' � �- 151-011 r rg F I . 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D (� oGL LIN 6 �"6e .�`�6 oe10 `p GL v �r b� II'-0"GEIL II'-0"GEIL �66� 2610 TR m = 2610 TR ,Lb ® 8-0 H m ® 8'-0"HD HT F_ -1 FOYER = NTE 5": = NO " ": = FOYER N N 2652 DH _ _ _ DN `s� ON DHT — — — :__ _ : I I 2652 DH 1: :: 1-0 6 0- 14R 4 I p m 4 14R 14 -6 1 0 - 4 2'-2" 4.. -5'_ 8� X 3-8 4-4 4-4 3-8 3 6 x 5-8 4 2 2 4 -6 qv L J L J o __ o INT.BEARING WALL INT.BEARING WALL I g � p 6"(R-2U BATT5 = I I > > z 10'-0"TRAY GEIL I 6"(R-2U BATTSL 10" TREADS 10 TREADS J I 10-0 TRAY GEIL I ui o DEN/ BEDROOM #2 I I DEN/ BEDROOM #2 I o o I - - 6" r 1:_p:- 4 14'-0" 4" 4 4 I-p 4' 4: [4" 14'-0" 4 -1-0 - I 12'-0" I le, a N 12'-O" _ - - - - COVERED= COVERED PORCH P0RGH I I r 501=SIT I q'-0" SOFFIT --I Z L- - - - - - - - - - J U71 L- - - - - - - - - - J w - - - - 6ABLE ROOF TRU55 GIRDER GABLE ROOF TRU55 61RDER - - - - a c� (2)2X10 HDR - — — — — — O — — - (2)2X10 HDR -L11 7m Lk: • • w w Hu ' r — — — T — — — HD TWD GAR OARA6E 5 - TWO GAR 6ARA6E HD r _ _ _ T _ _ _ , HD > w L - - - J_ - _ - J 5'-p" *4"P.G.5LAB(MIN.3500 P51 GONG) 2 *4'P.G.SLAB(MIN.3500 P51 GONG) 5'-0" L — — — l — — — J 0 U Q 20 I 1_ REINFORCED WITH bxb,10/10 W.W.M. REINFORCED WITH bxb,10/10 W.W.M. I'- " I'- " 20 Z DTI (2)3010 TR *5LOPE 5ARA6E 5LAB DOM 2' *5LOPE 6ARA5E 5LAB DOWN 2" (2) 3010 TR ® 8'-0"HD HT 20 4016 TR TOWAR05 6ARA&E DOOR TOWARDS 6ARA6E DOOR 4016 TR 20 ® 8'-0"HD HT DTI O q (2)3052 DH DTI (2) 2"X6" INT. HDR *g"TYPE`x"GYP BD ON GARAGE *9'TYPE 'X`GYP BD ON 6ARA6E (2) 2"X6" INT. HDR DTI (2)3052 OH w 3080 EXT IN50L DR WALLS CEILING WALLS CEILING O *�"TYPE'X"GYP BD ON INT OF LIVING *�'TYPE'X"GYP BD ON INT OF LIVING 3080 EXT INSUL DR o W/ 12" SIDELIGHT 5PAGE COMMON WALL5 TO 6ARA6E 5PAGE GOMMON WALL5 TO 6ARA6E W/ I2" SIDELIGHT oo ❑ O 4 18'-8" 411 I-O 18'-8" = v w � 0 z m z w 16010 OH DR 16010 OH OR Z (O ❑ ❑ uvi AB 51/4"x Ib"LVL HDR _ - _ AB AB - _ 5 I/4"x Ib"LVL HDR AB �= W v''-S' Q T Em,_4) 21ro 21ro 21ro /�n!�h �,/ 6. 6.. 6. 6.. A ►"ROV a ,Y y 6 6 6 6 DT DTI m ,. + 16'-0" R.O. 1'-10" [ 11-1011 I6'-0"R.O. PLANNING BOARD - , ���..� �m n 13 il -0 111 -0 Iq 611 TOWN Of SOUMOLD �. 2018 I .. I a.. 3q' 0 10 -6" il DATE � � 1.�' - O 2 HR 5EPERATION B 1. J JOB NUMBER WALL PER UL#336 D-5 •• - ------- ••-- _ DUET CLUSTER w 2016023 MODEL D 1 MODEL D Q SHEET NUMBER MODEL D & MODEL D - 1 PLAN FIRST FLOOR Z 1/4"=1 I-off w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS 5PEGIFIGATION5: I- ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS z USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL z W BUILDING GODS. y U NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES �2 HR PER UL# 3b Lu °' WALL PER UL#336 LINE OF UPPER o Q = O �I--� ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. GABLE END WALL 0 o U Z V � � 1605.3.1 BASK LOAD GOMBINATION5 USING ALLOWABLE 5TRE55 DESIGN: D (EQUATION 16-8) I U D + L (EQUATION 16-q) o m ? I'-0" ! 12 Z ! �_ N Lu 0 + 5 (EQUATION 16-10) N D + .6W (EQUATION 16-12) - �D o O.H. t8� `n �' NOTE "R" `..I U) � �°•' Z Lo - D + 0.75 (.6W) + 0.75 5 (EQUATION 16-13) Z U I; O L x cy) — I I-D PLT HT o - v I U D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND — — — ❑ = ti — � PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN AGGORDANGE WITH (3)2x8 P.T. LOW GIRDER co co CHAPTER 26 TO 30 OF A50E 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. O.H. �- ROOF TRU55E5 SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN O.H. I 12 TG LOADS: 20 P5F PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY I I I APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASGE7-10 , ! TGDL = 15 PSF, BGLL=IOP5F, AND BGDL = 10 PSF. PROVIDE ADDITIONAL II'-O" PLT HT NOTE "R" I ( Z 25PLF TGDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT _O PHOTOVOLTAIC CELLS. o o I N TOTAL LOAD DEFLECTION OF THE LESSER OF TRUSSES SHALL HAVE A MAXIMUM L L/360 OR .75". TRUSS DESIGN DRAW I NGS SHALL BE PROV I DED TO ARCHITECT AND BUILDING �" � , /r '' -- - GABLE ROOF TRU55 GIRDER Z / f,-!/ / O OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: I. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. 2. LOCATION OF ALL JOINTS. o Ln I 3. REQUIRED BEARING WIDTHS. O C� 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. / / I / / �.... .... . zQj� c� 4.2. TOP CHORD DEAD LOAD. / . i/ Q ❑ 4.3. BOTTOM CHORD LIVE LOAD. 4.4. BOTTOM CHORD DEAD LOAD. 4v" 4.5. GONGENTRATED LOADS AND THEIR POINTS OF APPLICATION. 4 / I 4.6. CONTROLLING WIND LOADS. HATCHED ARE INDICATES % ;VENN�N�' 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR I LOCATION OF FIRE RATED w CONDITIONS OF USE. ROOF WALL SHEATHING, +' 6. EACH REACTION FORGE AND DIRECTION. 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) 4-0 FROM CENTER OF N� FIREWALL - EACH 51DE ` AND THE DIMENSIONED LOCATION OF EACH JOINT GONNEGTOR EXCEPT WHERE / "' //;'/r ! ! :...._. .: ., SYMMETRICALLY LOCATED RELATIVE TO THE JOINT INTERFAGE. USE 20 GA MIN THICKNESS / , /; r j W / . /Y // ! �i i I U) GRADE A GALVANIZED STEEL PLATES. YI �•--� 8. LUMBER SIZE, 5PEGIES AND GRADE FOR EACH MEMBER. ci. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO % // / N I ... . I FOR LIVE AND TOTAL LOAD. O 10. DEFLECTION RATIO I � ❑ PLY, AND FIELD SPLIGE5. / // 1 / h-�-1 II. MAXIMUM AXIAL GOMPRE5510N FORGES IN THE TRUSS MEMBERS. �.: 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH AGGEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI I. THE TRUSS DESIGN DRAWINGS SHALL ZIALI'(5N BE PREPARED AND STAMPED BY A REGI5TEREP PROFESSIONAL ENGINEER INTHE STATE OF NEW YORK. ROOF TRUSS DESIGNER TO ADJUST HEEL HEI6HT5, OVERHANGS, AND ROOFWPITCHES 50 THAT FASCIAS AND RIDGES ALIGN AS SHOWN ON ELEVATIONS ANDALIGN RIDGES GE5 ' ;! I 5EGTIONS. / r , TRU55 RIDGE W/VENT U , I TRUSSES SHALL BE FABRIGATED IN ACCORDANCE WITH THE TRU55 SHOP FIRAHIN05 FROM ACCURATELY GUT XTURES DURING ASSEMBLY TO INSURE HOODMEMBERS FITTINGJOINTS.JO NP SD IN RIGID TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND / : ,'- / I SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR 15 RESPONSIBLE FOR /!/ ' i ;... THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED GABLE TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE END I WITH AGGEPTED INDUSTRY PRACTICE SUCH AS THE SBGA BUILDING GOMPONENT *�' I!I ' ! I O.H. I i o SAFETY INFORMATION (BG51) GUIDE TO GOOD PRAGTIGE FOR HANDLING, w INSTALLING BRAGING OF METAL PLATE CONNECTED WOOD TRUSSES. PROVIDE APPROPRIATE GONNEGTOR AT BEARING POINTS OF ALL ROOF H WN ON TRUSS DRAWINGS. TRUSSES TO RESIST UPLIFT LOADS 5 O TRUSS MEMBERS SHALL NOT BE GUT, NOTCHED, DRILLED, SPL I GED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. THE GONTRAGTOR 15 RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE GONTRAGTOR SHALL ENSURE THAT ADEQUATE ' o TEMPORARY BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE j I i/ /// F- C) I w INSTILLATION OF THE TRUSSES. / II' " PLT HTcc w w 4" HEEL HT) 12 I 12cl ( ( co —21-011co O.H. O.H. i GABLE ROOF TRU55 GIRDER ( I o Lij APPROVE OVA D BY i"'wY U r NOTE "R° LINE OF UPPER 0 6i o o q'-0" PLT HT �'OW `� Or" �S''r``ITHO LD Wp �i = 12 I GABLE END WALL [;�� ` Q Z � O.H. /,! ( w O 4 �'C / � � O O.H. LJ p i y / m U : / a OCT 2 2018Wlf w-.. ... 10'-0" PLT HT _� p 10'-0" PLT HT (AGR ARC :.. c9" 0 0 10 2 HR 5EPERATION O F NDN WALL PER UL#336 ...................... JOB NUMBER GUTTERS 4 LEADERS INSTALL ICE 4 WATER SHIELD PER NOTE "R" " ROOF PLAN . 2016023 ALL GUTTERS t LEADERS SHALL BE BAKED WHITE MANUFAGTURER5 SPECIFICATIONS PRE-ENGINEERED ROOF TRUSSE5 W/ 12 ALUMINUM .032" MIN. GAUGE. GUTTERS SHALL BE 5" TO MAINTAIN PRODUCT WARRANTY MIN. HEEL HEIGHTS N.O.N.) DE5I6NED BY NEW MODEL W 5EAMLE55,0.6. 5TYLE W/ALL RELATED Q REQUIRED TRU55 ENGINEER SHEET NUMBER ACCESSORIES. LEADERS SHALL BE MIN. 2"0", .027 -r GAUGE W/CLIPS 4 ANCHORS. CAULK 4 SEAL ALL Is JOINTS. PITCH GUTTERS MIN.Ye"/FT. PROVIDE P.V.G. (D RECEPTORS 8" ABOVE GRADE TO REGEIVE LEADERS U) (GL05ED GAP DESIGN). W D � 4 1 01 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I I U) F_ Z C) W ;_-_1 E 2 0 :) q GABLE ENE) LOUVER BY Q ;j a) - " TYPON" #LV12x24 0 4--d16:3 0 C.) 0- $� , . 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