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HomeMy WebLinkAbout47031-Z 7. L-L=-i � � a3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - _rn�� — - z - Lobo - N N — O - - - I I It LI 11 1 1 - -- --- N I:� O ELI � z o 00 � O ��`' 0LUi El ui U 11 11 1 1 Ll 1 U IL - \ 0 PROPOSED SOUTH ELEVATION �, N SCALE. 1/4" = V-0° - o m - - - - - - - - - - - - - - - - - - - - - - - _ - - tl. O `-' x o M - o rX Q" - ,n U ,� 011 v N 0 W p E E OCT 18 2021 H BUILDING DEPT. Q TOWN OF SOUTHOLD U O 0o N - - U _ d 0 0o y"v3 M'• DRAWN: '• //� / Y SCALE: JOB#: t � , c. SHEET NUMBER: PROPOSED EAST ELEVATION -OF, 4V f �. . _ A- 1 SCALE: 1/4" = V-0" - - o ao B _ N ffW4 Lu C � � w � z _ � w -_- o � 1 U LI 1 11 1 U PROPOSED NORTH ELEVATION SCALE, 1/4" = 1'-0" 011 m N o V O Lo r - — - — - — - — - — - - — - — - — - — - — - — - — - - as rn m o cu 0 00 cn V _ �o U °' Q) in O[ co0•i cu v 0 _ w - cn U O - `.J o 00 0o E=n( N \u(0000 T-F '' - - O 00 10 DRAWN: SCALE: �► 4 - r4 - ` — - ;� 't„t �• �}�� � � '� JOB#: 10/7/2021 - - — - — SHEET NUMBER. i K PROPOSED WEST ELEVATION �ti� i, „ - .� A-2 SCALE. 1/4 - 1 0„ -�- .ori rad •• A --------+ 3 8 ------- 37 ' 1 I I I 1 SPLAY OUT SHINGLES OVER 3/8"SHTG.w/ BLOCKING(TYPICAL) 1 1 1 1 38'-1%" 41_0" 4(SEE LOOR SYSTEM OUNDATION PLAN) dia.ANCHOR O 13'-10" 24'-3%2" w/3X3 SQ.WASHER,NUT I I @48"OC � ' iIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilllllllllllllillllllllllllllllllillllllitlll SLOPED GRADE ° °D 2X6 ACQ SILL PLATE 2'-O" 7'-0" ,AWAY FROM BLD G I) I �° TERMITE SHIELD " 6'-0" - ' SILL SEAL I 1 _ ° D I _ -, ' I i PiD=l---_ c s- I 1 i -'-'_-�- s ' - '(2)2X8 ACQ GIRDER ' ' ' ' '- '- ' — °8 ACL1 GIRDER a� a Q o I - , I 2x$ACQ I o 0 CD d <'" I m i I @16"DC I v ( u D CX 1451 I ASPHALTUM DAMPROOFING – ----L- -----------------L-- --- AGR€SS - - ----r--------------------------------------- -----r----- ------- I 1 MEMBRANETOGRADE I % I � O �a v V. v O � p •e V.. • V O• �V v °' V D •V v °` V V` • ' D. �,. d •D� d o d p^ d o D� d I p + • • d pa d o d p4 d o d 1 pa d o N ESCAPE WELL 4 O I ' •' _ D -° • ° i w/GRATE : � I d PER CODE ' • s " ' -3---- ) 16'-6%" ' 4'-011 011 A ' 17-10/ 0 1`- 2-0' ,_ 10"POURED CONCRETE _ D N Q b `n :°ou ; D ------------ - FOUNDATION WALL ° a O 0 iop - 1O \ i u o 1. 3500psi — `A O U I ti , '-' r-I �+ d ' o ' I 1/2"PREMOLDED FILLER W of _ 1 HSS 4X0.22 ROUND STEEL POST =' ON 2-6 X 2-6X 1-0 FTG ; ; °° ( _ 1� [T.,PERIMETER OF SLABHSS 4X0.22 ROUND STEEL POST ' -i- --- ` 1--- ---'----------L �_-- ----------- ---- -- - ------ --_ °,=___ _______________________ ___'__=___=___ - - DCONCRETE SLAB U PR 3-1633-6 X i-DTTG w/ 1 a i __ ' (3)1-3/4X9-1/2 K4L w/( )3/8"$TEEL GIRDER °• I I C' 4 ° > 4 4 4 q" � 6 �5 REBAR EACH WAY - rn -- -_HSS (ALT.:(4 1-3/ X1-4-ML) ' a °�_-__-____ I HSS 4X0.22 ROUND STEEL POST PERIMETER DRAIN 4 p•pQ O O•------------ ----- ------- -=====F==_ , 1 ON2-6X2-6X1-0 FTG 1 " PIPE(TYP.) _4"COARSE SAND(3)1-3/4X9-1/2 ML w/( )3/8"STEEL GIRDER I , �,' p lo °' D OR GRAVEL (ALTL:(4)1-3/4X14 ML)i HSS 4X0.22 RO , — M `----------' ON Ivo FTG___ �`'', ' ' °° —� —#5 REBAR, 60ksi „ o I 7'-8" 7'-9%„ ---2 -- 8'-10%" O 8'-8;' o° — I 24,. -----' �° a. Eck --- --- o — • V 0•° • ILJ=i ' �' ' °t • O o a- b -a al --_1 _-- 1HOURFIRE o ° ,°a SOIL CONDITIONS ASSUME SAND AND GRAVEL m v o 00 \ LL --- --- 14r10t@7%1 L� opo UNDER FLOOR JOISTS o (✓. BACKFILL WITH CLEAN FILL. o m v OD as O --- ----- T-0"w -- --- m SEEA 11 F~ �� i i D - v La C-I_ 0C ; 0 3'-0"w STAIR a � ; ' � ® � � 1O O � O vi D > _- --- 15r9T 1 ML_ m DRAIN FOUNDATION WALL DETAIL 0 , - n w li P @8 5/16 v i ^ ' ' v ° `� --------��/ a • p1� la p . v Q4. . p 4,0 `vv ° ' SCALE: 1/2" 1 -011 .cd V � . 4 Ln 18'-8" L�/1 I, _ p • I d 7 ' ' - I -'- ' ' --- --� ---------- -' O O �' (' ON _ u) �o �- -I-_-_, -I- -r- Ln D a O 2X811 ACQ:- = i N v a p .4 p •`p •4 p • p o `• 1 °c i ------------- -I----'GIRDER `----I-' O Irl o 1 1. 10"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 9'-0". 20'-4" I 2X8 ACQ , I '-7%2" 1'-6" 5'-0" 1'-6" I I EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. v I @16"OC 1 RESIDENTIAL CODE WITH A BITUMINOUS COATING. L I 8'-0" I U 8-2 Ln 4-10 W 2. FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY IN FOOTING. 1-I----1(2)2X8 AC( I----I- FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST 1 i GIRDER 1 1 I I--_ ----I- 0 =1=_--__'_E-of 1 I I - ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). - ----- ` I I I U 1 1 ' 1 1 1 ----; — � I ----_ _ ' ' ( )2X ACQ' ' 3. BASEMENT SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. (n $GIRDER ----I- : INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING ' WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE r — — — — r — I , : I REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE _a AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL N }- I� c JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE lal= a l= x ? ry @ THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL O 1n 2X8 ACQ co �, 2X8 ACQ @16"OC ,l in IXC J x, J ' I SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO '^ N LL I N I` , I MORE THAN 16 FEET. -I --+ ' •-=�- - --(2)2X&ACQ•--- ' � I ( 'GIR 'ER ' I ' 4. PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATE TO BE �_ INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL SEAL. V Q — — — — — T — — — —, ©—, — — — — — — — — — — 5. PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I 1'-0"OF CORNERS, ' I INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A 1:4 ' 8'-93f 8'-9%" 4'20" MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO Q ' BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 1 ' 18'-1%11 51,0" 71-211 6. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING AT 8'-0"O.C.(MAX.)AND MIDSPAN. I , 1 A 7. 1 HOUR FIRE RATE FLOOR JOISTS PER NYS BUILDING CODE 37 3 8 8. FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. 9. INSTALL SMOKE AND CO DETECTORS PER CODE. ,_�1".% "•,r, DRAWN: PROPOSED FOUNDATION PLAN �` t SCALE: • r "I JOB#: SCALE: 1/4" = 1'-0" ffi� a<t � e'u 10/7/2021 SHEET NUMBER: BATHROOM SPECIFICATIONS N.T.S. Bathroom(s) are to be ICC/ANSI compliant 60"MIN. Water Supply and drain pipes under lavatories 24" 2' A -------- B -------- , 36"GRAB BAR and sinks shall be insulated or otherwise 3 7 3 8 (33-36"ABOVE FLOOR) configured to protect against contact. There ® shall be no sharp or abrasive surfaces under lavatories and sinks. 61s" Accesible lavatories and sinks are to comply with Section 606 . FRONT ELEVATION A clear floor or ground space complying 38'4%" with Section 305.3, positioned for foward ol 2'-0" 7'-0" 21'-5r" s'-0" 1 T-8" approach, shall be provided. Knee and toe VERT. clearance compling with Section 306 12"MAX BAR __-___ -- _-_-____;______ shall be provided. 42"MIN. ' ____ The front of lavatories and sinks are to be ---------------- --- --------- -- I 34 inches maximum above the floor or ground, measured to the higher of the 5'-6" 814" 9'-0" 10'-1i" 5 2" ;1 olfixture rim or counter surface. LANDING LANDING o Faucets shall comply with Section 309. Hand-operated, self-closing faucets shall SIDE ELEVATION CX145 ' ' FWG60611L WRM TW2632 remain open for 10 seconds minimum. (3)2X10 HDR 3-0 Sinks are to be a maximum 6-1/2" deep. CIA ------1 ((3181 - 0 (3)2X8 HDIIF (3)zx yD Multiple compartment sinks shall have n '-+ DW ; ;1 O o I; _ i BATH at least one compartment complying with o c -UU Q Q 71 o 8.5 xAv 6'17" 10'-10" , ti the requirement. o 19-0 34 in / ' ' o MAX o " KITCHEN , a N m EXIT (_ILLUMINATION FIRE PROTECTION Z � _ _ I o 0 o g DINING ; - -A _ - 00 m Q®p LIGHTED EXIT SIGN X - - - - - a CONF REN N w/EMERGENCY LIGHTS W N � ROOM SOLID-CORE DOOR I HEIGHT OF LAVATORIES AND SINKS E"'I �D o w/DOOR SWEEP& ; 6 I / » - - ; EMERGENCY LIGHTS ,. WEATHERSTRIPPING w/BATTERY BACK UP E"� Q \ (--z'0'HD _ -4-0"-' 2X4 BEARING WAIL REQUIRED M U d FIRE EXTINGUISHER _ rzi 2xar FLOOR OR GROUND SURFACES _ _ _ _ R 24.5'TRAVEL SMOKE/CO DETECTOR N.T.S. U 8'-0" ---�--- PATH I � I - - (2)1-3/4X14 ML HEADER 2X4 BEAR( WALL ---' --- q Q ; 00 _ I ' N o Floor or ground surfaces are to be stable, 1/2" N t =o (FLUSH w/FJ ABOVE) �_ \ _ ___ Lh , •-i N MAX I I ) 15 8 �0 3-1 1 15-3 firm, and slip resistant, and shall comply N with Section 302. Changes in level in floor or ground surfaces shall comply with Section 303. o ____ ___ N ( ' 2 5i CARPET ON FLOOR OR GROUND SURFACES N v 0 __ N OFFICE Carpet or carpet tile shall be securely o Ql \ 36 EPLACEMASONRY attatched and shall have a firm cushion, M [ .5 FIREPLACE w/ LIVING ROOM - ___ __ FIREWALL) o n FLUSH HEARTH LL co i Ln d (SEE A-11) X ; o pad, or backing or no cushion or pad. Carpet ca° TO o 00 o __ ; __ I m or carpet the shall have a level loop, textured MAx o X o CZ loop, level cut pile, or level cut/ uncut pile >" W 2114_'M�FLUSH 2X10 WALL ; PROVIDE RAILING texture. Pile height shall be 1/2 inch maximum. L v o � I (ACTUAL 10") (MIN.3'AFG) NExposed edges of carpet shall be fastened to � U M , (2)7-1/4 L w/1/2"STEEL FLUSH BEAM (3)7,X9 HDR floor or round surfaces and shall trim along VERTICAL CHANGES IN LEVEL m 11 6 9 9 .� 2X6 CJ 3'0 the entire length of the exposed edge. Carpet u m O -„ @16"OC ON �o ..� cf) m ; 1�� �,ti edge trim shall comply with Section 303. 1/4' 1p N U N v (3)2X10 HDR 3)P-1/2 ML HD N Changes in level between 1/4 inch high -1/2" i. o w DHP4246 3'o' ; o minimum and 1/2 inch high maximum shall TW3046-2 w 1'-6" 5'-0" 1'-6" g be beveled with a slope not steeper than 1:2. C 10 w Changes in level greater than 1/2 inch shall BEVELED CHANGES IN LEVEL I X 2X6 CJ ' I z'-o" 8'-0" be ramped and shall comply with Section W v N @1°c;' Q ' PORCI W_ 405 or 406. ' t OXON) W -!- Curb ramps on accessible routes shall comply 20 1 12 U Z m with Section 406. �1 O 0 5'-6" 1 3 Slopes of curb ramps shall comply with Section N 405.2. 9'-11%" 12'-11i" = 4'-10" COUNTER SLOPE OF SURFACES ' ADJACENT TO CURB RAMPS ZD ` J f@ 12 LnUP :38'-1Y2" ) © RAMP LANDING1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 9).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING (� (ON GRADE) ;HANDRAIL w/INSIDE GRAB BAR PER CODE MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. ' 2).PLATE HEIGHT AT 8'4"UNLESS OTHERWISE NOTED. 10).ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITHN-I i i 18'-1Y4"± ' 5'-0" OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE, T 3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. 250#CAPACITY. 4).EXTERIOR SHEATHING TO BE 1/2"THICK SHEATHING(CDX OR ZIPWALL). 11).INSULATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30,EXT. WALLS:R20,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30 i i 5).EXTERIOR UNDERLAYMENTTO BE HENRY BLUESKIN VP100 SELF-ADHEARED FLASH AND BATT EXTERIOR WALLS.AIR SEAL CAULKING AND SEAL AS A ' WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY, 2"min. REQUIRED FOR BLOWER DOOR/AIR SEALANT TESTING. �7 HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER 37 INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com 12).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. AREA SCHEDULE BATHROOMS TO BE INSTALLED WITH V--­ 6). ^"T _ 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER SHEETROCK.USE DUROCK CEMENT BO ,.!►'"' NAME AREA ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. AREAS. DRAWN: APAfTMENT 924.8 sq ft. � SCALE: 7).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 13).ALL FLOOR TILE AREAS TO HAVE MUD L� C�'' ��4 OFFI_-E 385.1 sq ft. UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT TO HAVE 2 JACK JOB#: PROPOSED 1ST. FLOOR PLAN 1° /202> STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 14).ALL NEW PLUMBING WATER SUPPLY L qQ SHEET NUMBER: SCALE: 1/4" - V-0" SIDE FOR MICROLAM HEADERS. 15).INSTALL SMOKE AND CO DETECTORS A 8).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS r ,.7>€►I ,}�✓ , (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, xh FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. ? �} 3 d3 A-4 PER CODE. .Qg LIA ILE OVER TYPICAL) 9-12" EXTEND MEMBRANE48" �� C{ UP WALLSAS SHOWNSHOWER DRAIN 3A FASTEN AT TOP ONLY (TYPICAL) CURB 26" 37 ' ff1 TOWEL BAR PLACEMENT TOILET PAPER PLACEMENT MORTAR SHOWER PAN I I I I I 1 I I I I I I 1 1 I 1 1 1 1 1 I I I 1 1 , I I 1 1 I I I I I I 12'X24" 4 TOWEL BAR LOCATION n (mi .12") O GRAB BAR LOCATION TOILET-PAPER 77-84" HOLDER i 4 VARIES(VIF)Nd 15" LOCATION 54" 19'-11%" I 48-60" I (VIF) 36" 36-48" 11'-9%" 4'-2" 1B" 26— I [ 11 , 1. 1 _I" I SHOWER HEAD NICHE PLACEMENT SHOWER SEAT FIXTURE BLOCKING AT BATHROOM (� 1 I 1 , TW3046 TW3046 O ' N 15^ (3)2X8 HDR ( 2X8 HDR ' I I 1 C? I 1 , fsl Zn --------r U ' I ' ' Q Fixtures shall be spaced in accordance with R307.1,and in accordance with the requirements of Section P2705.1. �.{ � I , 21"min. [_, O 21 CLEARANCE"min. �+ 00 12'-2" ti 6'-7" IC- LEARANCE P2705.1 The installation of fixtures shall conform to the following: � C? — 1.Floor-outlet or floor-mounted fixtures shall be secured to the drainage connection and to the floor, M [� BEDROOM No. 1 ZDo HALL where so designed,by screws,bolts,washers,nuts and similar fasteners of copper,copper alloy or other �D co ' I corrosion-resistant material. U N 24"min.CLEARANCE FRONT OF OPENING 30^ 2.Wall hung fixtures shall be rigidly supported so that strain is not transmitted to the plumbing system. min. 3.Where fixtures come in contact with walls and floors,the contact area shall be water tight. (3)1-3/4X -1/4 WALL ---- --- ' 4.Plumbing fixtures shall be usable. 30" m _______________ m ;__1z _-_ m m'"' S.Water closets,lavatories and bidets.A water closet,lavatory or bidet shall not be set closer than 15 inches N _ a ----I N , from its center to any side wall,partition or vanity or closer than 30 inches center-to-center between adjacent N v fixtures.There shall be a clearance of not less than 21 inches in front of a water closet,lavatory or bidet to any v� o v m ' I wall,fixture or door. ON 4'_0" o LO Bo 5'-10" `n 6.The location of piping,fixtures or equipment shall not interfere with the operation of windows or doors. m O ❑ 2'-4%2" 3'-6" 7.In flood hazard areas as established by Table R301.2(1),plumbing fixtures shall be located or installed in accordance with Section R322.1.6. v P BEDROOM 2'_4 o cu � oo � 8.Integral fixture-fitting mounting surfaces on manufactured plumbing fixtures or plumbing fixtures constructed N " NO. 2 1D ' I u onsite,shall meet the design requirements of ASME A112.19.2/CSA 645.1 or ASME A112.19.3/CSA 845.4. ,5 0 di --- M EA 0 9'-9%2" a • 5'-5' T-4 2" ; CJ m i .'. (IJ 00 N N I 21" oo a� ar BATH .�1 N ul ' I — CLEARANCE N W J I ,,5 � O P-4I 1 1 , (3)2X8 HDR (3)2X8 HD ; — 1 to TW3046 FW30 ' W 5'-8" 8'-7%2" V 5' 8" V 1 ' 0 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 8).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 1 19'-11'/2" I RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING P4 (n ' MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. QI ' 1 I ; 2).PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. 9).ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH W OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE, I , ' I 3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. 250#CAPACITY. I , 1 , ' I 4).EXTERIOR SHEATHING TO BE 5/8"THICK SHEATHING(CDX OR ZIPWALL). 10).INSULATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30,EXT. i PROPOSED 2ND. FLOOR PLAN , WALLS: FLOOR: EXTERIOR OPENINGS MAXU , 5).EXTERIOR UNDERLAYMENTTO BE HENRY BLUESKIN VP100 SELF-ADHEARED FLASH ANDND BATT EXTERIOR WALLS.AIR SEAL CAULKING AND AND SEAL AS WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY, 2"min. REQUIRED FOR BLOWER DOOR/AIR SEALANT TESTING. (!� SCALE: 1/4" = V-O" I HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER x INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. �✓a ' I BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT Q1 I 6).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE ' UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT TO HAVE 2 JACK AREAS. 1 , STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 1 SIDE FOR MICROLAM HEADERS. 12).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. 1 , I ; 7).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 13).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 1 , ' I FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 14).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. I I , PER CODE. I ; --------' 3 8 " '� )RAWN: 3 l T pyo,, <,tti SCALE. C� x,11,4 JOB#: 10/7/2021 ," SHEET NUMBER: RR V-4" CEILING ` \ OGEE GUTTER HEADER 7-1/4" BEAD BD.SOFFIT 5-1/2" 2-1/4"SOLID CROWN 5/4"TRIM N ABOVE SUBFLOOR (� Q � l O 16"OH V �' W (TYP)---------------------------------------------------------------- -------------------------------------------------- W I. 1 i------------------------------------; i-------------------i I'--- ---- --------------------------------------------- TYPICAL -------------------------------------------iTYPICAL SOFFIT DETAIL S o C ' SCALE: 1- 1/2" = 1'-0" M 1 O ' 1 1 U I I 1 to , i I p 12 ' 1 ci 1 •------------------- ' K 1 ' W I 1 1 , W ROOF AREA:1170.3 SO.FT ++ AT 100%WATER RUNOFF:195 CU.Ft M V'I o ' 1 ----------------------------------- ; 2X10 DF#2 RIDGE i ' � n + PROVIDE(1)8'DIA.X 6'DEEP DRYWELLS O Ln Q -pl i DRYWELL CAPACITY:253.5 CU.FT O V 2X10 DF#2 RIDGE � � 1 I � 1 ra o OGEE GUTTER-STANDARD 5" NOTES: L \ xO,y 1 U I I I , 1).EXECUTION: ,N p i , 1 12 ; A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. a .moi � ".S' r� r I 1 g LL I 2).PREPARATION: if I () m i __, .------____, ' 1 0 1 A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. 01 U] 1 1 •- ------------+ 1 ' ' X ' B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR00 `-' ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. CA CU PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR q W ' p 1 .______-_. , , METALS WITH PROTECTIVE BACKING PAINT. 1 I I I 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1'TO 2'FOR EVERY 40'OF RUN. 1 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. ---- -^ -----------------------' I a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND 2X12 LAYOVER PLATE ________________________ ACCESSORIES. W " B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT H 174 2� . 16"OH CONNECTORS. , (�P) 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL' -12------ , � ;; , � -- CONNECTION WATERTIGHT.� ------------------------------ ------------------------ � p ----------------------------------------------------------- DRY WELLS TO BE 10'MIN. 4).PROTECTION: A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. AWAY FROM HOUSE B)•TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL ��1I COMPLETION. �4 Oo 0 ° oo0 N 12 9� In, 2X8 RR �..� o @1`6"0 al N vJ 1.INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. 7.ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. 2.ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. � PROPOSED R00F PLAN GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. 8.DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!11 SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. SCALE: 1/4" = 1'-0" 3.INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. COMPLETE. PER CODE. 9.INSTALL ASPHALT ROOFING AS PER IV �►' a 4.APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. USE GALVANIZED(ZINC COATED)ROC LEAST 3/8"DIA.HEADS,LONG ENOU( .� 5.APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND USE 6 NAILS PER SHINGLE.NAILS TO I tai ,' rC �"y+ �ti�� DRAWN: DIRECTLY TO THE DECK ALONG EAVES. CUTTING INTO SHINGLE SURFACE. SCALE: JOB#: - 6.USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ 12.GUTTERS,DOWNSPOUTS,DRYWELL ''*Id; �:•t:.t3 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. {� ae�1f 10/7/2021 SHEET NUMBER: z i .01 . � i A _ O N 2X10 RIDGE 2X6 COLLAR TIE 48"OC 12 OL 9 10 2X8 CJ @16"OC 0 O 3'h RAILI P N O N a) b 2X10 RIDGE N 3/4"SUBFLOOR 2X8 RR 16"OC I TJ111014"WOOD-1 @16--OC - z 2X6 G @16"OC (2)1-3/4X14 ML FLUSH BEAM L� (3)2X6 r O GIRDER �1 U 6X6 ACQ POST o u ' (BOXED IN) 00 , 3/4"SUBFLOOR 5/4 DECKING 711110 14"WOOD I @16"OC '2X8 ACQ @ 16"OC RAMP 1:12 PITCH ___� ,• N v • 2 2X8 ACQ • (2)1-3/4X14 — - m >~ p Q d• •C GIRDER :6 ML FLUSH BEAM S F2 5 Z p • 12"dia. t♦ 2X6 ACQ SILL PLATE (3)1-3/4X9-1/2 ML t; 0 4< A< CONC.PIER b TERMITE SHIELD W/(2)3/8"STEEL b• 19 1 O SILL SEAL GIRDER ; 0 O O• ti O •Q O �-1 (� O O • •O ;b �7 �I v �i 24"X24"X12" a.• e;• NLo v CONC.FTG E • 10"PC WALL o O c� t•.6 DAMPPROOF o� �" 0 CL4 6, 4X0.22 6•; tt u 7 STEEL 4•e COLUMN °e Ln U m �• .. C7\ p Cn 3 3 It 11/4 11/2 11/4 °� �• 00 00 � W :6 4"CONC.SLAB ;E O 0 LAV. a .WCa - - - - - - - - - - . f �.d , o• p f••�•:e SHO ER 30"X30"X12" 24"X12"FTG CONC.FTG. (3)#5 REBAR W 11140 3 2 Q U A CROSS SECTION A o 3 3 7 SCALE: 1/4" = 1'-0" P4 d 11/4 1114 1 1/2 N SINK LAV. o 113" W.C. D.W. F.A.I. 2 3 C.O. I M11/4 3 I C.O. =.<, p+� SLOPE" 1/4" PER FOOT PITCH TO DRAIN TOAPROVED b # f �4 .! -� r 4"C.I. SEPTIC SYSTEM TRAP HOUSE ' ,+ � DRAWN: 1: ,t XA' SCALE: PLUMBING SCHEMATIC �� �; �. �{,•. r®� ` JOB#: SCALE: NOT TO SCALE X33 -� ,r 10/7/2021 .OF' 4 SHEETNUMBER: A- 7 COMcheck Software Version COMcheckWeb Envelope Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: MATTITUCK 2012 Location: Southold,New York Climate Zone: 4a Project Type: New Construction Vertical Glazing/Wall Area: 18% Construction Site: Owner/Agent: Designer/Contractor: Additional Efficiency Package(s) Credits: 1.0 Required 1.0 Proposed Reduced Air Infiltration,1.0 credit Building Area Floor Area 2X10 1-Office:Residential 1310 RIDGE Envelope Assemblies 12 �oG @ti N Assembly Gross Area Cavity Cont. Proposed Budget U- 9 �q2 r-4 or R-Value R-Value 1.11-Factor Factor).1 ti O Perimeter N Q O Floor:Wood-Framed,[Bldg.Use 1-Office] 848 30.0 0.0 0.033 0.033 , J Q >_1 Roof:Attic Roof,Wood joists,[Bldg.Use 1-Office] 1310 30.0 0.0 0.034 0.027 U � Ext.Wall:Wood-Framed,16in.o.c.,[Bldg.Use 1-Office] 848 20.0 0.0 0.064 0.064 W Window:Wood Frame:Fixed,Perf.Specs.:Product ID 20 — — 0.270 0.380 ANDERSEN 400 SERIES,SHGC 0.24,[Bldg.Use 1-Office](b) 2X8 CJ @16"OIC r�4 Window:Wood Frame:Operable,Perf.Specs.:Product ID 141 — -- 0.290 0.450 r W ANDERSEN 400 SERIES,SHGC 0.32,[Bldg.Use 1-Office](b) Door:,Pert.Specs.:Product ID ANDERSEN 400 SERIES,SHGC 42 — — 0.300 0.770 Fes( 0.25,[Bldg.Use 1-Office](b) C) Door:Insulated Metal,Swinging,[Bldg.Use 1-Office] 42 — — 0.280 0.610 r x Ext.Wall:Wood-Framed,16in,o.c.,[Bldg.Use 1-Office] 966 20.0 0.0 0.064 0.064( M U ID Window:Wood Frame:Operable,Perf.Specs.:Product 75 — — 0.290 0.450 �. ANDERSEN 400 SERIES,SHGC 0.32,[Bldg.Use 1-Office](b) o F_ (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. BO U (b)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. 7.„x !t• 7 MITI . Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed envelope systems have been 3 4"SUBFLOOR designed to meet the 2018 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable S/4 DECKING CD mandatory requirements listed in the Inspection Checklist. 2X8 ACQ @16"OC 14"TJI110 WOOD-1 @16"OC 14"TJ1110 WOOD-1 @16"OC (2)2X10 ACQ (2)2X10 ACQ 2X8 ACQ @16"OC r"4 1,.d GIRDER G GIRDER d • (3)1 a.•62X6 ACQ SIL LPLATER w/(' 3/8"STEEL ' m O4 4 12"dia. 4 IRDER ( ) 46 3 2X10 ACQ•4 CONC.PIER SILL SEAL °;A GIRDER a 12C.PI XO r b, b, CONIC.PIER C) TERMITE SHIELD m m Project Title: MATTITUCK 2012 Report date: 08/31/21 .• v. e. v• 4•a +e v• O Data filename: Page 1 of 8 _ _ Q .� .a L° �' .� p >; EC (e) 24"X24"X12" a:. a:. 24"X24"X1211 ^G Z W CONC.FTG. ' ' CON C.FTG. o Eo 00 ;6 4X0.22 STEEL ;a �bt COLUMN bt 10"PC WALLct 1 DAMPPROOF CZ U 4�n ♦a Lr) u m • • 011 \O (n 00 a 4"CONC.SLAB 6 N o v - - - - - W fswd� •`,---- vie •av �'�.p.r - - - - � 2- 2" 2- 24"X12"FTG [ I" 1 (3)#5 REBAR • • • • :12" • • • • :12' i I -, -- - ---_---- ----- -- - CROSS SECTION B B O •; 3 8 SCALE: 1/4" = 1'-0" • • • li FASTENER TYPE: SPACTNG: II _ _- - I � � I, I�, � I i - No.8 W0011SCREW - - BASEDANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH li !• 1 No.ID WOOD-SCREWS !. II • j• BASED ANCHOR WITH I6'OC 21n.EMBEDMENT IENGhI 1/4,n.dia.LAGSCREW - -- __ - _..-... - -_ - - F'•'I BASED ANCHOR WITH 16'DC Y V Z,n.EMBEDMENT LENGTH I III ®I j ® • I,.® , 3/4'ARA PLYWOOD 1,py,�I-.�`•Ll� l SHEATHING J In"DA RATED SHEATHING GRADE -- --'- --- GRADE PLYWOOD I' �I (ALTERNADAVE 7/16"05.81 • • 1/2-APARATEDSHEA-NG ' GRADE PLYWOOD I' IALTERNATIVIVF 7/16'DIS E) (® FASTENER TYPE: SPACING: I No.B WOODSCREWSTUDS BASED ANCHOR WITH ID"OC ®' • WINDOWSILL 21n.EMBEDMENT LENGTH TYPICAL WINDOW OPENING Na.10 WOOD-SCREWS BASED ANCHOR WITH 12'OC I , I ' .. .._ ._-_______-___ .-.__ _.. __- ----___ I >yi/"'yL1 • / PANEL SPAN EQUAL OR SMALLER 2m.EMBEDMENT LENGTH THAN 4 FEET 1/4hdia.LAGSCREW .• .V BASE ANCHOR WITH '6'- E. 6'OC • ® F (/ IAI' ' '1y y�,4 BA EMBE[N4ENT IENGTH RI AA ~ � ' 4 TYPICAL DOOR OPENING FASTENER TYPE: 6PACING: �� PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOOASSEMBLIEs >I P "1� -y � 2--DD125TUDS CONNECTED AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW ] } THAN 6FEET OR GALVINI2ED BOLTS W/WASHCRS BAS m ANCHOR WITH 8'OC AND NUTS@2'-O"OC 21n.EMBEDMENT LENGTH +P / TYPICAL MULTIPLE OPENINGS No.iD ANCHORWOOD-SWITH g7 j CCC DRAWN: BASEMBEDMENTLEN 9.OC SCALE: PANEL SPAN GREATER THAN 6 FEET nD EMBEDMENT LENGTH /C�'" AND EQUAL OR SMALLER 1141".11a uGsrnEw •x ,'/ ,/' Y /+.�V /«k JOB#: BASED ANCHORWITH I6-DC .N !' r� 1 •'L THAN 8 FEET 21D.EMBEDMENT LENGTH _J10/7/2021 0/7/2021 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ��'- � '.QR't4s ` SHEET NUMBER: AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" A- 8 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTLRE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS WALL STUD RAFTER kWALL CRIPPLE STUD BOTTOM PLATE RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR JUSP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT ANCHOR TO FOUNDATION W/ ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH DE JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY 0/ER RIDGE TO EACH RAFTE 2x6-2x8 L526 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER N THREADED ROD. ALL OPENINGS RT3 TA 2 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND N LOCATED BY CONTRACTOR METAL STRAP VENTILATION CHANNEL CRICKET AT TOP-SIDE OF ff•-•�cll AS REQUIRED ^ ^ O CHIMNEY l V F-1 RAFTER O RIM BOARD RAFTERS MAINTAIN WALL SHEATHING VENTILATION WOOD JOIST SILL PLATE(S) T SIDEWALL FLASHING BLOCKING FOUNDATION - TOP PLATE 2x4 LEDGER BLOCKING W FINISH WALL AND MOISTURE 2x4 SOFFIT JOIST BARRIER TO LAP FLASHING ATTIC SHALL BE PROVIDED WITH A FASCIA r ' STAPPING TO BE ATTACHED TO WALL STUDS 048"OC AT WALL -- MAINTAIN GAP MINIMUM NET FREE VENTILATING AREA - AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND NOT LESS THAN 1/150 OF THE AREA OF GUTTER l •i FLOOR JOIST DEPTH USE NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD WOOD GIRDER rr•� THE SPACE VENTILATED. ALL OPENINGS O V INSTALL 4'0" O.C. �"1 SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT [J � 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF V. INCH IN DIMENSION. M v FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR F_ 8" - 14" LSTA30 1-1/4"00" S GAP TO PREVENT CAPILLARY 18 o. STRAP AND JACK STUDCONNECT TO g / 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYD(WN ANCHOR PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND r�--•�� ON ALL OPENINGS ACTION EACH RAFTER u ROOF VENTILATION / OVER BEARING WALLS AND HEADERS INSTALL 4'0" O.C. CONNECT TO SOFFITED EAVE DETAIL U 14° - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDGWN ANCHOR EACH RAFTER ON ALL OPENINGS KEEP ROOFING NAILS OUT / OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE FLASHING 4 INCHES oll RAFTER RIDGE CAP OF SAME BASE FLASHING WRAPS CORNERS, I MATERIAL AS ROOFING \/ EXTENDS UNDER SHINGLES AT NAILED TO SHEATHING SIDES 4 INCHES AND LAPS THROUGH VENT � SHINGLES AT BASE MIN. 4 INCHES WOOD JOIST (•7 N O � V °` n u TOP PLATE GIRDER/HEADER O co m O SIDE WALL FLASHING WOOD JOIST X O 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD w AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND v 00 INSTALL 4'O" O.C. PREVENT CAPILLARY ACTION 00 LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED KEEP SHEATHING MIN, 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH C, � 4" — 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. CONNECT EACH O V ON ALL OPENINGS RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS. "ll It Q" INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS •�'"� V Cn '" PLATE/WALL SPTH4 STUD PLATE ANCHOR �+ O ON ALL OPENINGS ELATES TO EACH STUD11 ') O� U] 00 i G1 y DBL. SILL PLATE I �--SUB FLOOR TERMITE SHIELD r WOOD JOISTS SILL GASKET .r NEOPRENE 2x6 /2x8 CONTINUOUS WOOD PLATE CONE. SLAB - GASKET TYP. CONE. FOUNDATION ( 6 MIL. POLY V. I BOLTED A. STEEL BEAM WITH 1/2 " DIA. BOLTS ® 48" o.c. STAG. DAMPPROOF EXTERIOR V GRANULAR FILLI•p e 6MIL POLY ON EXTERIOR STEEL COLUMN V . i • . e • a °• s ° ROOF JACK k�� STEEL BEAM W s ° /7 III ° v CONE. SLAB p �•Q WCHOR BOLT EMBEDMENT: 4" x 1/4" x 8" STEEL • POURED CONCRETE: 7" • ° . BLOCK WALL: 15" TOP AND BOTTOM PLATE COMPACT FILL BLH h p ' s � ROOFING LAPS WITH 1/2" x 6" ANCHOR BOLT V• G • ' FLASHING AT 1/2" GROUT O KEYWAY FOOTING ` a ^ • Q•p �. p LI CONC. FTG. •p Q'p L s' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP V • • ;p U) ANCHOR BOLT CONNECTION 'USP LBPS58 OR BP583) I I I f•--- 3" STEEL COLUMN �I REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT ( 10 KIPS ) �4 DRAIN TILE SUPPORTI MAXIMUM SPACING FLASHING LAPS SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORI 72" OC TYPICAL BEAM DETAIL N SILL PLATE TO FOUNDATION 2 STORIES OC STEEL / BOTTOM BEARING TYPICAL CONE. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. RA SPACE OR FOUNDATI N WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION ,��..gq�� LAB-ON-GRADE 1-2 STORES 57" OC ROOF JACKS & VENTS DETAIL •j I �SUBFLOOR V DOOR FRAME JOIST CONC. SLAB GARAGE 6X6 10/10 WWII DOOR STEEL BEAM COMPACT FILL USE 2X8 FOR BLOCKOUT W/6X6AWMM \I SLOPE P.T. PLATE < , 0_ • e 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT • 1 2" AIR ACE 7 1 2 .• . �• WITH A NAILING PLATE IF NEEDED) • •'O„ AT END AND d• ." •• TO BE APROX. 1/2"LL OR HIGHER THAN '• 4 t�;p ES OF WOOD • STEEL BEAM IN ALLOW FOR SHRINKAGE BEAMS �� O �e' O •• . . (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) GRADE • C s..4..r_•_u__•--• • • • G',•' _ `e C �`O • - a a a O -n1 •. 'p ,C•'O Q' 6X6 W.W.M. ,- -a s - „� 4- t.�• _ s' �O 'O ° ,'P •s O .� p p •4 • T---SUBFl00R 1P^ ��NOTCH BEAM FOR MUDSIL IF REQUIRED -- MAXIMUM MIN. .'•e b s Q p Q p ' s D e' • °e - 101ST a REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM n O•e.e II-II .O •s REINFORCING BAR e•. • 4�,•^ C•s°O a 47PF1 REAM I, I •e : SHEET METAL / 30# FELT UNDER BEAM AT POINT DRAIN TILE �-�� - , f•' -' `~ 12" OF CONTACT WITH CONCP,ETE OR CONE. BLOCK �• DRAWN: TYPICAL CONE. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM •+ 41" SCALE: ,- REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SUR"ACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT JOB#: trtt', w ' 10/7/2021 BEAM POCKET "` SHEET NUMBER: CODE:2020 IRC,2020 NYS UNIFORM CLIMATIC 6.GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUNE WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNRE UIRED N HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHTTOTO HEAVY MODERATE it NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 4"MAX. 1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS MINIMUM3000N KING STUDS CAPACITY. 2).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4"DIA.MAXIMUM RAFTER CRIPPLE STUD 3).COMPACTION OF NEW FILL SHALL RE AT LEAST 9S%PROCTOR DENSITY(PER ASTM D 699 AND ASTM D 1557).COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE LEDGER FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. RIDGE HEADER DECK AND COVERED PORCH NOTES: 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. Z_ All fasteners,hangers and anchors to be gaivinized or stainless steel. RAFTER JACK STUDS 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER S1ZE USP NUMBERI DESCRIPTION I APPLICATION LOCATION JUSPNUMBERI DESCRIPTION I APPLICATION be 3 ft.below grade. STAIR RAILING LOCATION USP NUMBERI DESCRIPTION I APPLICATION 2x6-2x8 I LS26 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP I APPLY TO EACH JACK STUD 4).Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTERII LS210 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS I RT3 OR RT71 TYDOWN ANCHOR APPLY TOE, CRIPPLE STU 5).Flashing shall be installed between the building and ledger.Lapping up the sheathing and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers 1-1/2"SPACE and nuts at 16"o.c. MINIMUM 6).Concrete piers shall be a minimum 6"above grade. O HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored ^, 11-1 to girder(s). ` V O RAFTER 0 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 9).Use simpson hangers and anchors with Z-MAX tripple protective coating or equal r l W POST for any contact with ACQ. v TOP PLATE TOP PLATE BALUSTERS RIM/DECK JOIST o HANDRAIL NOTES: �{ O WALL STUD WALL STUD OPEN BALUSTER ATTACHED TO WALL o All required handrails shall be of one of the following types -4 or provided equivalent graspability. s c HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I.Handrails with circular cross section shall have an E.y ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1.1/4 Inches and not greater LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches.If the handrail Is not circular it shall have a SH THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS RAFTER/PLAT RT15 TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater U SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN CONNECT ER RAFTER TO PLATE POST-TO-DECK CONNECTION than 6-1/4 inches with a maximum cross section of 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT EACH RAFTER 2).Type II.Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the 4"DIA.MAXIMUM profile.The required depth shall continue for at least 3/8 C7 I I GIRDER/HEADER T-4 Inch to a level that is not less than 1-3/4 inches below the N 44 tallest portion of the profile.The minimum width of the GIRDER/HEADER o handrail above the recess shall be 1-1/4 inches to a cm cM Ou maximumof 2-3/4 inches.Edges shall have a minimum ON C ++ Z JOIST POST/COLUMN °° o radius of 0.01 inches. XO L0 °° M v O M POST/COLUMN r--1 ' NAILING SCHEDULE O r-q X O td GIRDER/HEADER ROOF SHEATHING: JOINT DESCRIPTION NAIL NAIL NOTES p 00 \ QTY. SPACING POST-TO-GIRDER/HEADER CONNECTION STRUCTURAL PANEL 8d ds v AS PER TABLE 3.8 O � yy t� LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM-SBC (7 SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN . . DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMNROOF FRAMING: POST-TO-GIRDER/HEADER CONNECTION Ln U LOCATION USP NUMBER DESCRIPTION APPLICATION NAIL NAIL a1 CO �-+ HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN JOINT DESCRIPTION NOTES �+ Cn JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOI USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS QTY. SPACING 00 RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL C4 S, TOP PLATE 10'WALL:4-8d COMMO RAFTER W 3 CEILING JOIST B'WALL:3-8d COMMON EACH TOE-NAIL 4 TO TOP PLATE IU WALL:4-8d COMMO JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE ° STU PARALLEL RAFTER WFCM-SBC LAP NAIL /per BEARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE � OVER PARTITION WFCM-SBC LAP NAIL W COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL ° WOOD JOIST .; BLOCKING 2•8d COMMON EACH TOE I,,I TO RAFTER END NAIL U .; RIM BOARD 2-16d COMMON EACH END O LEDGER1j CONCRETE PIER TO RAFTER END NAIL o GIRDER/HEADER I1 • CI] WOOD JOIST WOOD JOIST WALL FRAMING: Q JOINT DESCRIPTION NAIL NAIL NOTES QTY. o� DOUBLE 2x TOP PLATE TO SP PER G N FLUSH JOISTS WITH HEADER/GIRDER 2-16d COMMO FACE NAIL E=m< (MINIMUM) TOP PLATE FOOT [� CEILING JOIST TO BLDG,CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE f THE PROPER STEEL CONNECTOR. 4-16d COMMO LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"OC WITH WASHERS I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA.SIDE NAIL IF ABLE,SET FIR JOISTS ALLOW F R S HIGHER THAN LVL HEADERS ROD I I STUD TO 24" FACE 2 TO ALLOW FOR SHRINKAGE. (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE 2-16d COMMO hCLy REQUIRED 11 STUD O.C. NAIL FOR STU (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE HEADER TO 16d COMMON 16"O.C. FACE FLASHING TUCKED UNDER HEADER ALONG EDGES NAIL U SIDING AND I TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END U) TOP PIECE U PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL W LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: PER PIECE OF SIDING BELOW THREADED ROD FLOOR JOIST,BAND JOIST, 2-16d COMMO OOT FACE NAIL CNW COUPLER NUT END JOIST OR BLOCKING 1/2"DIA.LAG BOLTS W/WASHERS u CONNECTED TO BLDG.@16"OC MENGE POST DECK FRAMING: z ®I6• MINIMUM a)THRu- END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES , BOLTS s QTY. SPACING PB44 POST ' JOIST TO: PER TOE ANCHOR •di". MINIM M s SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL PIER FLOOR FRAMING a 5°TREAD ` �~ "o EN6 ANCE ° BRIDGING EACH TOE 2x JOISTS F. 12"x12"x12" 2-Bd COMMON CONcsue I4 CONCRETE FOOTING .`+ •+? , �w•� TO JOIST END NAIL (AS REQ.) s A s• ,. BLOCKING EACH TOE BLOCKING FOR 2-Sd COMMO JOIST HANGER L• TO JOIST END NAIL >,eeP DECK PIER r��/' BLOCKING TO: EACH TOE . "`�_ � 3-16d COMMO DRAWN: LAG BOLTS •Q CONC. •�. PER PWJ " T-0" a'-' PIER HOLLOW COLUMN UPLIFT �► Ct.: SILL OR TOP PLATE BLOCK NAIL RIM JOIST/BD. ° n, 0 9, 9,' SIMPSON STRONG TIE MODEL STRRI/2 �a Co LEDGER STRIP EACH FACE SCALE: O� DECK POST FTG.CONNECTION +� 3•16d COMMO s'. �•.a INSTALL AS PER MANUFACTURE'S RECOMENDATIONS , �� , r� K ;-^��. -T' � TO BEAM JOIST NAIL ` q LOCATION USP NUMBER DESCRIPTION APPLICATIOP i Y. !TV a �f: JOIST ON LEDGER PER TOE JOB#: 3.8d COMMON 4X4 POST PAU44 OR WE44 POST/BEAM ANCHORI APPLY TO EACH FC +�. :Yt; !f TO BEAM JOIST NAIL 10/7/2021 DECK/PORCH LEDGER CONNECTION 6X6 POST IPAU66 OR WE66 POST/BEAM ANCHORI APPLY TO EACH F( t 1 f BAND JOIST PER END t' TO JOIST 3.16d COMMO JOIST NSHEET NUMBER: AIL 0 BAND JOIST TO: 2.16d COMMO PER TOE NAIL SILL OR TOP PLATE FOOT A- 10 803.13 Interior Finish Requirements Based on Occupancy 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT Interior wall and ceiling finish shall have aflame spread index not greater than that specified in Table 803.13 for the group and location designated.Interior wall and ceiling finish materials tested in accordance with NFPA286 and meeting the acceptance criteria of Section 803.1.1.1,shall be permitted to be used where a Class A LOCATION AREA LOAD FACTOR ALLOWED classification in accordance with ASTM E84 or UL 723 is required. OFFICE 385.1 SF 1/100 4 TABLE 803.13 APARTMENT 924.8 SF 1/200 5 INTERIOR WALLAND CEILING FINISH REQUIREMENTS BY OCCUPANCYk SPRINKLEREDI NONSPRINKLERED TOTAL 10 GROUP Interior exit stairways Corridors and Rooms and Interior exit stairways and Corridors and Rooms and and ramps and exit enclosure for exit enclosed ramps and exit enclosure for exit enclosed USE AND OCCUPANCY CLASSIFICATION PER CHAPTER 3, NYS BUILDING CODE access stairwaysaccess stairways passagewaysa•n and ramps spacesc passagewaysa•b and ramps spacesc PLUMBING FIXTURE CALCULATIONS: 2902.1.1, 2902.1 A-1&A-2 B B C A Ad Be A-3f A-4,A-5 B B C A Ad C EXIT ILLUMINATION I FIRE PROTECTION USE AND OCCUPANCY CLASSIFICATION: B,E,M,R-1 B C"' C A B C R-a B c C A B B Q®p LIGHTED EXIT SIGN GROUP R3 & B W/ EMERGENCY LIGHTS F C C C B C C EMERGENCY LIGHTS TYPE 5 BUILDING H B B C9 A A B w BATTERY BACK UP B I-1 B c c A B B REQUIRED 1-2 B B Bh,i A A B FIRE EXTINGUISHER MIN. EGRESS AS PER SECT. 1003, 1005 1-3 A A; C A A B ® SMOKE/CO DETECTOR 1-4 B B Bh,i A A B EXITS AS PER TABLE: 1006, 1007 R-2 C C C B B C R-3 C C C C C C N SB B C INTERIOR FINISHES PER TABLE 803.13 NYS CODE U No restrictions No restrictions ` V Q b ^ W For 51:1 inch=25.4 mm,1 square foot=0.0929 mz. DESIGN CRITERIA BLDG. c CODE NYS 2020 `/ a.Class C interior finish materials shall be permitted for wainscotting or paneling of not more than 1,000 square feet of applied surface area in the FRAMING ELEMENTS AS PER FLOOR PLANS GROSS SECTION AND GENERAL NOTES Z grade lobby where applied directly to a noncombustible base or over furring strips applied to a noncombustible base and fireblocked as required W by Section 803.15.1. EXT. BALCONIES 100 b.In other than Group 1-3 occupancies in buildings less than three stories above grade plane,Class B interior finish for nonsprinklered buildings and DECKS 100 0 0 DESIGN LOAD CALCULATIONS Class C interior finish for sprinklered buildings shall be permitted in interior exit stairways and ramps. ROOF (GROUND SNOW LOAD) 20 x (LIVE LOADS PSF) ALL FLOOR LOADS 100 ``' U c.Requirements for rooms and enclosed spates shall be based on spaces enclosed by partitions.Where afire-resistance rating is required for structural elements,the enclosing partitions shall extend from the floor to the ceiling.Partitions that do not comply with this shall be considered to STAIRS 100 be enclosing spaces and the rooms or spaces on both sides shall be considered to be one room or space.In determining the applicable GAURDRAILS (ANY DIRECTION) 200 U requirements for rooms and enclosed spaces,the specific occupancy thereof shall be the governing factor regardless of the group classification of the building or structure. EXPOSURE CATAGORY (DESIGNED FOR)C d.Lobby areas in Group A-1,A-2 and A-3 occupancies shall be not less than Class B materials. LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION e.Class C interior finish materials shall be permitted in places of assembly with an occupant load of 300 persons or less. (ROOF - FOUNDATION) DETAIL PAGE E GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE f For places of religious worship,wood used for ornamental purposes,trusses,paneling or chancel furnishing shall be permitted. O EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE g.Class B material is required where the building exceeds two stories. FIRE PROTECTION Sym._ N cf) o h.Class C interior finish materials shall be permitted in administrative spaces. (SMOKE CO2 DETECTORS) SEE FLOOR PLANS ro U I.Class C interior finish materials shall be permitted in rooms with a capacity of four persons or less. TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION � M o C1. J.Class B materials shall be permitted as wainscotting extending not more than 48 inches above the finished floor in corridors and exit access ENERGY CALCULATIONS COMCHECK X O stairways and ramps. Z M+ ur) Cu k.Finish materials as provided for in other sections of this code. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA � I.Applies when protected by an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. U M ' GROUND WIND SEISMIC FROST WINTER ICESHIELD Z '[ m.Corridors in ambulatory care facilities shall be provided with Class A or B materials. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD U LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 00v N o w 20 LBMODERATE SLIGHT TO S. 130 B SEVERE 3 FT. 11 NONE TO HEAVY MODERATE - EXTERIOR RAILING TO BE MIN. 42" ABOVE FINISHED DECK �' x SURFACE PER NYS CODE SECTION 1013 FOR ALL EXTERIOR �., WALKING AREAS 30" OR MORE ABOVE GRADE. p TOP OF WALL CONDITION 1 TOP OF WALL CONDITION 2 to Extend to underside of sheathing Extend to underside of equivalent rated assembly WALL BETWEEN OCCUPANCIES 1'-4" 1'-4" 1'-4" UL 301(USE WITH 3-1/2"BATT INSULATION) Floor/Roof BC TABLE 721.1(2)RATED FIRE RESISTANCE WALLS,PARTITIONS [406 mm] [406 mm] [406 mm] Sheathing ITEM:14-1.5 WOOD STUDS(CONTINUETO ROOF SHEATHING INSTALL FIRE BLOCKING,FIRE COLLARS,FIRE CAULKING, i4 E ~Ceilin PENETRATION SEALS PER NYS BUILDING CODE,CHAPTER 7 w 1 y $membrane i5 bcon Secure attachment to resist 1 intersection, through the 2"x 4"WOOD STUDS 16"ON CENTER WITH TWO LAYERS 5/8"TYPE X GYPSUM the loads of section 1607.15 intersection, unte55 WALLBOARDE EACH SIDE.BASE LAYERSAPPLIED VERTICALLY AND NAILED WITH 6D U otherwise allowed COOLERN OR WALLBOARDN NAILS AT 9'ON CENTER.FACE LAYER APPLIED VERTICALLY in OR HORIZONTALLY AND NAILED WITH 8D COOLERN OR WALLBOARDN NAILS AT 7"ON +Yi CENTER.FOR NAIL-ADHESIVE APPLICATON,BASE LAYERS ARE NAILED 6"ON CENTER. Fire partition FACE LAYERS APPLIED WITH COATING OF APPROVED WALLBOARD ADHESIVE AND —___________T____________._-_____________ NAILED 12"ON CENTER. 7C BOTTOM OF WALL CONDITION FLOOR SYSTEM (BASEMENT CEILING) Supported by relied floor eseembly UL L570(USE WITH 3-1/2"BATT INSULRTION) BC TABLE 721.1(2)RATED FIRE RESISTAVCE WALLS,PARTITI y. F—Floor—; ITEM:14-1.SWOOD STUDS ts.,. 1a + k } TJ1110 14"WOOD-1 JOISTS,SPACED 16'O.C. -+"h ` r� �`N 23/32 OD SUB FLOOR 25GA.RESILIIEENT CHANNELS SPACED 16'O.C. ! {� DRAWN: :•—EXCEPTION? !�b �s, -P ... . .. . .. ..... Q (2)LAYERS 5/8'TYPE-X SHEETROCK ht a •fit _ _ _ _ _ _ _ _ Fire partition —+ Fire partition not re wired r '; IM ` SCALE: extends to to extend to foundation *^ ��t '=� i� JOB#: foundation belowa>TMw f when floor above the .d 10/7/2021 Foundation crawace has min.1-hr -: -` ,' h SHEET NUMBER: fire-resistance rating ,dS' ;`• " O .� A I I A. ,se- L17031 seL17031 APPROVED AS NOT D DATE:�'/._. � B.P.I Y 70 51 FEE: �— BY:_. NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING ------ 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR i EGRESS WINDOW W/ I I DESIGN OR CONSTRUCTION ERRORS. ESCAPE WELL 1 pa a - ad ,D 4 EJECTOR 5-1 N O by PUMP FIRE INSPECTION N Q o oo o `2 �2 - MECH ° ad °A REQUIPtED CFORC -D 017ENING U W BATH O 11N o Z ------ ------ �o° -- o a ; , -7,• r, o •----------+ -- -,- I 4 ° l N-1 •� I I I , , I , 9'-7" a ___________I-____ ____Z_____________y___,, __-1__e__ ° °, --- __ _ �I----- -_=S--- __ _ 1- I , U I------ I f D 1 -?" 11'-11%2" D ------ - f> -------- ,•d � v. • Q• • a FINISHED STORAGE --'-'--' FINISHED STORAGE o' 0 --------- cq o v /' d °,o Noo N m p0o•- -------- oru G. XO m c -_ c .Ia V - D ap v , a j ' Q'lo m U Do. O ; ; �-/I PERMITER WALLS ONLY — Un (RESIDENTIAL USE ONLY) N '� I I v a i I I I INSULATE WALLS WITH R13 w I I I I (PER RESCHECK COMPLIANCE) I I CEILING: 1 HOUR FIRE RATING I , I I WALLS: 1/2 HOUR (TYPICAL) W _�____i ___ MECHANICAL ROOM: 1 HOUR F' el 1 •-----' ___ U 0 ----- -----' — — — — — — — — — — — —I—f--' ----I—' -- I - - - - - - - - - - -' Jw_'_ _ ----- •-----' MlAY 1 0 2022 ° x GUILDWf-,DEP-- d PROPOSED FOUNDATION PLAN ,'° SCALE: 1/4" = 1'-0" �X AA•f '+ ^I�l,'� �,.AY.nO\��y fie\ IU .DRAWN• SCALE: 7 ; ttt� � JOB#: _tr 17 5/9/2022 SHEET NUMBER: OF - -- A- 1 r r r ,�.T l"T,r- 'l'r,Tr l a f ------------------- -------------- 1 4 IV r V� _*4tV' fs If 0 �--lac--1 Iae�0 (� ' ill O n"1100 C) BATH I CONFERENCE ROOM 5 `J DINING ROOM KITCHEN V 4 I O ------- u U 6'-6%" - ------ HALEKD BATH -_ -_----- -- ------ : OFFICE N v a ON cu v C) m LIVING ROOM ----_-__- Q x o 2HOUR FIRE WAL w Ua � z --------- ob o \ ao 04 r. v ern U 7 i 61 7-1 (n ONO 4! v w3 I I Em� U) w H u o N N pr PROPOSED 1ST. FLOOR PLAN SCALE: 1/4" = 1'-0" = r ; DRAWN: !� w SCALE: JOB#: 5/9/2022 SHEET NUMBER: A-2 y tion Y..,J C 'check Soffimare Version CO checkllklob Envelope Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: MATTITUCK 2012 Location: Cutchogue, New York Climate Zone: 4a Project Type: New Construction Vertical Glazing /Wall Area: 23% Construction Site: Owner/Agent: Designer/Contractor: MATTITUCK 2012 36570 MAIN ROAD CUTCHOGUE, New York Additional Efficiency Package(s) 3 3 Credits: 1.0 Required 1.0 Proposed 1C1/412 11/4 Enhanced Envelope Performance, 1.0 credit o .--I w.c. � Building Area Floor Area sHo ER N 1-Office : Residential 848 U zw 11/4 3 2 C.O. W Envelope Assemblies 3 o �D Assembly Gross Area Cavity Cont. Proposed Budget U. M U or R-Value R-Value U-Factor Factor(a) 11/a 1 1/4 011/2 Perimeter U 6SINK LAV. o Floor: Wood-Framed, [Bldg. Use 1 - Office] 848 21.0 0.0 0.046 0.033 D.W. WC' 1s., F.A.I. Roof: Attic Roof, Wood joists, [Bldg. Use 1 - Office] 848 30.0 0.0 0.034 0.027 NORTH Ext. Wall: Wood-Framed, 16in. o.c., [Bldg. Use 1 - Office] 966 20.0 0.0 0.064 0.064 2 3 Window: Wood Frame: Operable, Perf. Specs.: Product ID 400 65 --- --- 0.300 0.450 C.O. 3 11/4 C.O. SERIES, SHGC 0.31, [Bldg. Use 1 - Office] (c) , `v Q o QJ Window: Wood Frame: Operable, Perf. Specs.: Product ID 400 19 --- --- 0.290 0.450 3 x SERIES, SHGC 0.31, [Bldg. Use 1 - Office] (c) o �,LI, Window: Wood Frame: Operable, Perf. Specs.: Product ID 400 80 --- --- 0.310 0.450 p ° a SERIES, SHGC 0.29, [Bldg. Use 1 - Office] (c) � ° 1 1/4 11/24) 1 1/4 011/2 1 1/4 "C7 Z W Door: Other (U-Factor option), Swinging, [Bldg. Use 1 - Office] 42 --- --- 0.280 0.610 Q) 2 � Door: , Perf. Specs.: Product ID 400 SERIES, SHGC 0.24, [Bldg. 63 --- --- 0.300 0.770 LAv a 4 LAv. � 1 � Use 1 - Office] (c) w.c. w.c. o ;. si Basement: Solid Concrete, 8in. Thickness, Normal Density, 190 13.0 0.0 0.079 0.119 SH WER U Furring: Wood, Wall Ht 7.8, Depth B.G. 7.0, [Bldg. Use 1 - Lo Lo Office] � N 3 1 3 1/U4 (r. UI~ 11/4 (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. 2 W (b) 'Other' components require supporting documentation for proposed U-factors. 3 3 (c) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. + 4 W W SLOPE" 1/4" PER FOOT PITCH TO DRAIN TOAPROVED 4"C.I. SEPTIC SYSTEM V TRAP HOUSE 0 Un PLUMBING SCHEMATIC N SCALE: NOT TO SCALE Project Title: MATTITUCK 2012 Report date: 04/21/22 Data filename: Page 1 of 11 _ Envelope Compliance Statement : '� ;� DRAWN: SCALE: Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, Yb JOB#: specifications, and other calculations submitted with this permit application. The proposed envelope systems have been �' '� 5/9/2022 , designed to meet the 2018 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable � �'q ;�Z?3q "� SHEET NUMBER: M andatory requirements listed in the Inspection Checklist. OF t4lr Name - Title Signature Date A- 3