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HomeMy WebLinkAbout48737-Z q9137 PROJECT 99NERAL NOTES DESIGN CRITERIA WINDOW INFORMATION 1 ALL WORK MATERIkl;AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION TYPE h(Pf Y PROPOSED WINDOWS ARE ANDERSEN OR TO MATCH EXISTING NEW YORK STATE UNIFORM BUyp }} Qlf��ID�THE'�NEW YORK STATE EXPOSURE CATEGORY B GLASS TO BE HIGH PERFORMANCE LOW-E GLASS ENERGY CONSERVATION GO `A k0 �L AITHQRITIS. GROUND SNOW LOAD 20 PSF SCREENS ARE PROVIDED FOR ALL OPERABLE WINDOWS AND DOORS [ � ) LIVING AREAS AND DECKS 40 PSF MULLIONS AS DRAWN IN ELEVATIONS 2.ALL CONCRETE SHALL;�E STONE AGGREGATE WITH A'MINIMUM 28 DAY SLEEPING AREA 30 PSF STRENGTH OF 3,000;PSI;�.; MAY 3 2024 WIND SPEED 130 MPH HARDWARE:FINISH SELECTION BY OWNER AMEND EN U A SEISMIC DESIGN CATEGORY B INTERIOR FINISH:PRfFINISHED WHITE 3.ALL LUMBER SHALL BE GRADE STAMPED DOUG,AS FIR-LARCH STRUCTURAL SOIL CAPACITY 1,500 PSF4511 K '�v GRADE#I2 OR BETTER. ,,- ) WEATHERING SEVERE FROST 36 _ • . w DRAWING SCHEDULE A.PROVIDE DOUBLE FIEADE(�S'ARb TRfAkWiRS AT ALL STAIR AND FLOOR TERMITE MODERATE TO HEAVY Z OPENINGS,POSTS`AND PARALLEL PARTITIONS,AS NOTED ON DRAWING. DECAY SLIGHT A-000 COVER SHEET A-001 SITE PLAN 0 uj ICE SHIELD UNDERLAYMENT YES QF- Q> 5.BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING REQUIRED A-100 FOUNDATION CONSTRUCTION PLAN NOT TO EXCEED 8.0 FT. A 100A BASEMENT FRAMING PLAN > A-101 FIRST FLOOR CONSTRUCTION PLAN Z Z 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME A 102 SECOND FLOOR CONSTRUCTION PLAN Lu O Z CONSTRUCTION MANUAL FOR 1 &2-FAMILY HOUSE-PRESCRIPTIVE DESIGN A-103 CONSTRUCTION DETAILS w CONTRACTOR(S)PRIOR TO START OF CONSTRUCTION AND ORDERING OF METHOD. D-100 FOUNDATION DEMOLITION PLAN '' Lu MATERIALS. THIS FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING D-101 FIRST FLOOR DEMOLITION PLAN U) N CAPACITY OF TWO (2)TSF AND GRADES LESS THAN 5%. CONTRACTOR SHALL D-1 02 SECOND FLOOR DEMOLITION PLAN d Q Lu VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE SLABS WINDBORNE DEBRIS PROTECTION SCHEDULE �2 0 o < 00 EXTERIOR ELEVATIONS-FRONT&REAR TO BE COMPACTED TO 95%RELATIVE DENSITY. PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS OF MIN.6"WITH 2 2 A 201 EXTERIOR ELEVATIONS-RIGHT Cie Q 46 WD SCREWS,SPACING: 12",ARE TO BE PROVIDED TO COVER THE GLAZED A 202 EXTERIOR ELEVATIONS-LEFT 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SUPPORTED BY DOUBLE OPENINGS OF THE PROPOSED ADDITION AND RENOVATION FOR ALL A300 BUILDING SECTIONS A&B ARCHITECT UPRIGHTS,9.0 FT AND OVER BY TRIPLE UPRIGHTS. ALL HEADERS TO BE WINDOWS AND DOORS THAT DON'T HAVE OPERATIONAL WOOD SHUTTERS. A301 BUILDING SECTIONS C&D MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. A-302 CONSTRUCTION&EAVE DETAILS A400 DETAILS&FRAMING NOTES 8. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. AAl, DET S&ROOF DIAGRAM A-402 AILS -W-1 9. PROVIDE FLASHING ATALL ROOF BREAKS,DORMERS,.CHIMNEYS, Ad03 WALL DETAILS&PLUMBING RISER DIAGRAM SKYLIGHTS,EXTERIOR DOORS,WINDOWS,AND DECKS,ETC.. Q RESIDENCE SQUARE FOOTAGE ,p 10. DO NOT SCALE DRAWINGS. 0 C9 N 63A SF SECOND FLOOR PRIVATE RESIDENCE 11. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT 743 SF FIRST FLOOR PRIVATE RESIDENCE Z W CR RESPONSIBLE FOR THE INSPECTION,SUPERVISION,OR ADMINISTRATION OF - - - 478 SF BASEMENT PRIVATE RESIDENCE =i O to THIS CONSTRUCTION PROJECT. FEDERAL,STATE AND LOCAL ZONING AND 433 SF BASEMENT APARTMENT O Q BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE m 2,d33o SF TOTAL Q j 23.76/o APARTMENT PERCENTAGE OF TOTAL HOME V t.i .O CONTRACTOR. MEEl- DRAWING ISSUE , 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN 03.3 MITAME PER AMENDMENT BUILDER AND OWNER. 01.20.24Q ■ PERMIT AMENDMENT 13. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW 07.15.2022 YORK STATE ENERGY CONSERVATION CODE. 06.13.FOR PERM 6.13.2022 PROGRESS SET 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL CHANGES PRIOR TO AND DRAWING SCALE DURING CONSTRUCTION. NSA DRAWING NAME 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND �OF NE COVER SPECIFIED BY OTHERS. h,`Q. '. OUN r0 SHEET 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY BUILDING PERMIT APPLICATION AMENDMENT oy TO PROTECT THE ENGINEER AND OWNER. r N EXISTING DWELLING TO BE RENOVATED&EXPANDED: - DRAW NG NO. 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SYSTEM NEW FOUNDATION THROUGHOUT INSTALLATION IS COMPLETE. FIRST FLOOR EXTENSION =4 `�� A SECOND FLOOR RENOVATION ACCESSORY APARTMENT IN BASEMENT '���ESS1 000 -r ® M. SINGLE FAMILY RESIDENCES Z Z a N CONNECTED TO PUBLIC WATER z m m Z o � � � z {1 rn 17.6 O A Y N Cs e lop Tli \ wit, OJJ 17.4 �� DRYWELL SINGLE FAMILY RESIDENCES s DW CONNECTED TO PUBLIC WATER CIA I o U.G.ELEC.SERVICE \��otiti CO3°� � BPS G WATER SERVICE q� "DRY BUILDING" B 45: ' '' �;'9 ,s (NO WATER OR SANITARY SER tr ti. 'o GAS SERVICE � 1,260 GALLON SEPTIC \ ?sJ TANK WO X 4'DEEP A 63.5' \ 8'0X6'DEEP B66.0' CEMETARY LEACHING POOL ro` y 13. E :.;:. B 74.0' TESTHOLE Spo r � � �1P e. �►�'� of y� P 0 CHURCH ° CONNECTED TO PUBLIC WATER fA v o g m r • � r p m O m o ,z o m n sA t m cc u, r o 00 O A i as C� i O� O o G� fR N o N N N CAROLINE G. STATILE PROPOSED RENOVATION Q a a C.STATILE@GMAIL.COM 400 EAST LEGION AVENUE CA A m A S y Z M m m 646.505.8576 MATTITUCK, NY � m a � � "' � a = PROJECT ®NEW WALL -o ❑EXISTING WALL N a 40'-2" Foundation Plan Notes: 01 15'-11° 24'-3" e. 8'9Y2" 7'-1Y2" 14'-3" 1. All new foundation under existing house, existing deck, new porch. 01 e. 2. Window well 6X6 timber ties with drainage material. ——————————_ 3. Align columns with wall above. - 7,-5" 14'-0" _ `9 -- -- J I e. 8"P.C.fOUNDATION WALL „ 1'-8" 2'-6" 9'-10" -��� - " I I WITH 10"x 18" 3-0e. ---- - J L----GONTF.-FGGTtNG-- --- W I --- Z Z A 300 o I I --- �67-9 1 ----V€NT I0 Wi -1 Q(2)2 (7 HH (2)2X8 I I I I - 10"P.C.FOUNDATION I w _---- LU Q Z WALL I NI I -—- - 3046 3046 - J > } 9'4"WITH 10"x 18" 1 I rl I w C5 Lo Z -----(2)2X7'HH TYPj--- � 1 CONT. FOOTING i I I w tJ� 8-( - V I I I 11-3Y"(EQ) o. I i t -3Y2 (EQ) I y I I _ NEW ' , --- O Q 1 11 I LIJ DOUBLE 2X10 fJ @ 16"O/C 1 f EXISTING _I_ EXISTING I I NEW I I (p O O Q 2X10 FJ @ 16 O/C 1 2X10 FJ @ 16 O/C I I X6 MCQ/FJ I a ;1 I I I 16"O/C 1 1 ^ ARCHITECT —I—J I 1 I all I j I � � UP I II 'Jl Loz—J �I I I I X' 4° P.C.SLAB I I I 'I - I I � 1 Mi 04� W/VAPOR BARRIER _I 1 a - w C} 2 _ o o I 'VI UPON 4"CRUSHED �O A300 O I Q I " 1 N X I+ ° j� Ly STONE N I I 1 I �_ ; I �1 —10 P.C. FOUNDATION ZI 04 I I I I en " c°I °°I I N 1 I 1 WALL f -1 d �i 1 I 11 -- 0 0 N :o X I X I I I 1 9'-0"WITH 10"x 18° LU I 1 1 to I I CONT. FOOTING I I co ? w I- I I 1 Z cq I I I " I II 1 cq L- NEW I I 15`-1" I I I'-3Y2" (EQ.) I I 11'-3Y2" (EQ.) I I 7�511 I I F� W Lo t _ 2X8 MCQ f I Q �t - _ DJ @ 16"O/C I' I � I � 3"STEEL COLUMN � I� I I V V �O O 1 3'x 3'x 12" I I I I I ^ DRAWING ISSUE P.C.FOOTING I I I I a I I J E/W N0.5 REBAR 1 I I 1 01.20.24 iK PERMITAMENDMENT 3046 I 14"O.C.E/W I 1 I 11 v 10.22.22 I UPDATE FOR PERMIT (2)2X8 (7'HH TYP) I (2)2X8(7`HHTYP) I 07.Ts.22L_-- - -------------- ____ ISSUE FOR PERMIT 3046_ 3046 3046`o @ C 07.05.22 ---- - ----- PROGRESS SET 12"SONOTUBE I --- -- ---- ---- -- --- - DRAWING SCALE 2X6 MCQ 1 1 2 1 1 2 I ---- L--------J L--------J O`, j`I[-W� DRAWING NAME 6„ 4'-7Y2" 12" L SONOTU � �. coy4 FOUND. � 3'-1" 12'4 0" 6'-4" 11'-7" 6,4" o\ 0 CONST. PLAN e. 40'-2" _ = DRAWING NO. 0516 ��� A FESSI FOUNDATION CONSTRUCTION PLAN 100 GALE-1 PROJECT ®NEW•STUD WALL N �j EXISTING STUD WALL EXISTING CONCRETE FOUNDATION WALL Cellar Framing Plan Notes: 1. Align wall with and/or center wall on column to conceal it. 2. Install new kitchen cabinets,appliances, counter,sink,and backsplash. 3. Install new bathroom tile,fixtures, and fittings as communicated by client. 4. Install 1"solid wood edge on 4"finished plywood shelf and metal rod in closet. Up 5. Install 6 total 1"solid wood edge on 4"finished plywood shelves in closet. _ _————.——— � 6. Install metal rod on right side of closet and 6 shelves in rear of closet. .Q a°:"-: �--- - - Z Z. : , . 7. Provide sound attenuation in walls surrounding bathroom and laundry closet. A3oo �' ,� 4 I I I F= > 8. Qs Install smoke detector where indicated by this symbol, r-------------I 1Y" > n n t n ' I Q Q �IZ wo 3y2 � 5/ I � Z 9. See page A-403 for wall and ceiling details. I I /D �_7�Zn 10 3t n 8_l" :' , I I O Z 2 � c 3yn 3 l UTILITY I I 0 ----- W-N BAH I V I t� � N � O � I =AA3s0o t IIIII1 IIII11 {Y 1IIII }I,i11I1:`•�eQ°. 0R " II11 I II II1I 1 II I I I ARARCHITEARCHITECT3' ' " LIVING ROOM '0 2-0 2-0 ©`a UP KITCHEN s LU 0 -'02 J N D WLPto BEDROOM EN 2 Z LP OR to" �2' 22'12'-4" 3'-0" , 1 I o 3y" DRAWING ISSUE OjA O l 1 2 1 ( I II 03.31.24 I ISSUE FOR PERMIT L_____—J I I ——————— ISSUE FOR PERMIT DRAWING SCALE o: w Z I I f-12-V - L------------J w L------------J ,OF NEw DRAWING NAME ------ v a LU C-7 ,� �. coH y��� BASEMENT FRAMING PLAN DRAWING NO. FO 0 4 �a �FESSIONp�, A In 10% BASEMENT FRAMING PLAN t oV ISCALE: a I I.p PROJECT ®NEW.WALL ❑EXISTING WALL First Floor Plan Notes: 1. Install new kitchen cabinets, appliances, counter, sink, and backsplash. 2. Install 1" solid wood edge on a'finished plywood shelf and metal rod in closet. 24'-3" 740" 3. Provide sound attenuation in walls surrounding bathroom and laundry room. 20'-5" 71-0" 0 NEW(3)2X6 A. Extend walls at basement stair as needed. N POST,TYP. 5. Install new laundry room cabinets, appliances, counter,sink and backsplash as a DN EXIST(2)2X12 needed. 2 8 EXIST EXIST EXIST(2)2X10 w o Z 11.1 A 00 b ;N EXISTING I f I I a H > 71 Z� CLOSET I I I F I ; a(2)2X8 (2)2X8 (2)2X8 (2)2X8 j E(ISTING ---- N I 10 O Z Lj Z O >- 3 — j OOMY _ Lu N EXISTING I InX,X ,I iq Uj W Z _�E11j[ OFFICE N _.3A 103 A-103 p 0 I 3 LOSET N W t-- V I , ' 5 UNHEATED PORCH Jr rybb�'F lx I I a w F- o. 1 I I X �I I Lu i t `" O o Q I A 2A ,��- EXIST! I 'L' I EXIST I( x a 'V II ® r h RCHTIECT il SIIX IIII"' I ING EXIST UP o o v Nlm Xlm A HO l I ' i l I EXISTI I nl II 1 2 1 ' 1 I I N,I I '-011p _ a3 I I F a � ua O o i7 N --' V 2 O � A300 ^ N N (2)2X6 p P I I P d i I '� Q I I -- O 2 ,0 POST = `° I II EXISTING I EXISTING K \ I Iy _o ABOVE U I s_ of I I 2X10 FJ @ 16"O/C 13 2Xi0 FJ @ 16"O/C of I (q Lu (a) � O 1 3 .; OI I I -in C14 x N I ,l Z �--� LO DN 'cI I I :2 I ? F-I I KITCHEN X I INN 1 11 a: O Q Lo �I I ^ g �I II Op X I I --r___- --__r_ Uj 1..., !2I I I � Q 14 - U o I I I ' ^ LIVING ROOM I I sn X V V 10 `' °D TR DW >cUJIA30T X X ti ,^I I I I ; 1 i t w DRAWING ISSUE 400 I I c' 1 u, ^I I IX --al I ^ A I I j LL' I IX I I I 01.20.2411 I I I O u, ISTING I ,i PERMITAMENDMENT E � 10.22.22 N —' —— - 1 2X8 R Z @ 16"O/C I i I � UPDATE FOR PERMIT IXX 31 o (2) X8 (2) X8 ( 8 (2}` ______ ______ R 2X6 Ca)16"O/C I I cr, 07.15.22 _ ISSUE FOR PERMIT 07.05.22 PROGRESS SET 1' 5' = -- - - - EXIST EXIST - - EXIST(2)2X10 DRAWING SCALE EXIST(2)2X12 N (3)2X6 POST WI OF t4F DRAWING NAME 2'-1" 2-4"3'-10" 3'-l0" 3'-l0" ' 10"X 100 FINIS Q� J. co, Y�,p FIRST FLOOR " ,� e. Bo P. �o� �0 CONST. 8 13-0 15 11 24 3 1k I y * PLAN DRAWING NO. O�ESSMOtiP�, FIRST FLOOR- CONSTRUCTION PLAN 101 GALE: -b ,-0" PROJECT 3" —— —— — w " Z D r O > _n a > --- ------ o Z O >- 3n °6 ui c (3 Z L 0 � Y w V 1 5Yn n O oCl. o° ZY4" a 0 ARCHITECT 5 CONST. PLAN DETAIL- PORCH DETAIL 6 CONST. DETAIL- FRONT COLUMN HEAD w p Q J � Q w Z J CQ T O Q So VC) No 70 3" c 3" 7" 3" - 3" /4 4n DRAWING ISSUE 1 307.15.22 u N -�- �_� Lo ISSUE FOR PERMR �O 06,13.22 PROGRESS SET ——— DRAWING SCALE 1011 (�O1 1tl£�! DRAWING NAME �P J. Co yO CONST. yOdy DETAILS I U .tisi DRAWING NO. 051 84 ' �£SSI-%,% A CONST. PLAN DETAIL- PORCH CORNER 2 CONST. PLAN DETAIL- PORCH DETAIL 3 CONST. PLAN DETAIL- PORCH AT HOUSE 4 CONST. DETAIL- FRONT COLUMN BASE 103 LE: 4n=1.-0. CALF Jn m 1.0. CA1E: =1'-0" CALE: =1'-0" PROJECT ®NEW WALL EXISTING BEDROOM 2. (]EXISTING WALL NATURAL LIGHT CALCULATION 8%REQUIRED Second Floor Plan Notes: 149 SF X 8%= 11.9 SF REQUIRED 40.3 SF PROVIDED 1. Install new bathroom tile,fixtures, and fittings as communicated by client. 2. Install 1"solid wood edge on 4"finished plywood shelf and metal rod on right 24`-3n NATURAL VENTILATION CALCULATION side of closet and 6 shelves on left side of closet. 12'-1%2" 1 O'-71/2° 6n 4%REQUIRED 149 SF X 4%=6.0 SF REQUIRED 3. Install 1"solid wood edge on 4'finished plywood shelf and metal rod in closet. 20.2 SF PROVIDED A. Provide sound attenuation in walls surrounding bathrooms. 5. Reuse existing doors wherever possible. 21 (2)2X8 Uj N 1 _N EXIS I ------ ----- EXISTING 0 Z LU A3oo \ 2X10 RR Cc, 1611 CI ?d6 2X1O RR @ 16"O/C N Q Q CLI_ ii 8 �----------------- h I ' EXISTING I I N 0 Z % J111410 I n l i-- ----- ]A-It BEDROOM 2 CD w O Z W Y N Nm N w F- V �^ n 2 - x NEW 68 CN i iO 2X10 RR @ 16 O/C I i Go th c 0 W I— N i i BATHROOM I 1 I I N _ Q O ~ �300 N N I I 4 ;o i ,o O `" CATHEDRAL CEILING ' '-- o v OBI NZ w o- DNE XV TI S FA R CM X O N l I C7 N Fh 4n " 00 x QI l 2X10 RIDGE .— a 6��-0n N — NE�}�L8SE3 Cl) M _a U N CINtROL N �I I01 i i b� EQ7,1018tiEQ NQ V 6'-96� 6� N LIN I CAT EDRAL0. X O -� 0 0 ry�1 LO CEILING N 10 w co M 2668i i [ o- LU LU @I I ^ In C) 'O 00 i i 4 i i A 0 2A O A z l i c, _ 0 H %�p' NEW ^ ~ 1 N Q N -T A301 c' B HROOM'O - N V V -N x NE 2X10 RIDGE x I I ch i N _N N fJ l I DRAWING ISSUE ih 10 I EXISTING O\ °o- BEDROOM l Z N ' M 'O ' � o -fj0 LU =� 1 CLOSET EXISTING \L 07.05.22 N I O • BEDROO -fez_13'-1 it PROGRESS SEr 06.13.22 PROGRESS SET (2)2 8 (3)2X6 POST ABOVE DRAWING SCALE EXISTING BEDRO k m 1.4" 12'-1Y2' NATURAL U \ DRAWING NAME G 24'3" 8%REQUI �� J• C0A,-rr?'�\ SECOND FL. 179SF / 4 SF 13> UII� 1 CONST. 24.7 SF P ED PLAN NATURAI I 41% DRAWING NO. 179 p �12.4 SF PRO A f��h3 S40N��,�� 102 SECOND FLOOR- CONSTRUCTION PLAN cA : f—1--0- DEMOLISH PROJECT EXISTING WALL TO REMAIN w Z =) w O Z w � (u Lu O "' IZ O I I i l l J 1 1 1 1 J ARCHITECT 1 1 1 1 1 1 1 1 1 1 J 1 1 1 1 J 1 1 ! 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 f I i l l l l l l l l l ui O J V J V V W Lu CR Z J to OQte) N NO V V 11 DRAWING ISSUE 07.15.22 ISSUE FOR PERMIT 07.05.22 PROGRESS SET DRAWING SCALE a.=,.A. DRAWING NAME OF NE)i FOUND. J. coya ��� DEMO. o� PLAN 6>µ• (A WING NO. D FOUNDATION DEMOLITION PLAN 1 00 1 CALE: Ja. ,-.0. M DEMOLISH PROJECT ❑EXISTING WALL TO REMAIN w III ------- w II III Q > II III pZ II III zO �- 1I I I w 0 J SC ui I I III O t= I I ICI I I I I a II II I ' I O o I I ARCHITECT I I III I II II I I I II I I ui O I I � V I III aJ III II i i I II III Zito I I II I I Oeto ,— IQ `n6 I I 1 1 I 1 I DRAWING ISSUE L---- I 1 I I I + I I C I 07.15.22 ISSUE FOR PERMIT 07.05.22 PROGRESS SET DRAWING SCALE DRAWING NAME OF NER,y FIRST FLOOR J. Cobs 0 DEMO PLAN _ „r DRAWING NO. `` o 16s 1 FIRST FLOOR- DEMOLITION PLAN CALF: 4 o,•-0° 1 DEMOLISH PROJECT ❑EXISTING WALL TO REMAIN ------ ------ W --- 0 w O � _ Z O p uj w Z Lu H ul � p ®- V ii ARCHITECT 1 / LLI O Pil 1oil 11 U (7 Ill w @} III J OQ � � �'• "o V V 10 DRAWING ISSUE i II I Il 1 1 07.15.22 1 ISSUE FOR PERMIT -- -----_�------ 07.05.22 PRO!IRE S S SIT DRAWING SCALE 1.=1'-0" DRAWING NAME OF SECOND FL. S. c© y �r DEMO so �� PLAN DRAWING NO. 1. 84 SECOND FLOOR- DEMOLITION PLAN FESsi v 102 PROJECT Lu O LLLJ > O Z LLI O me a LLJ O � H CL Oo � ARCHRECi i ` NW N10 ` N NEW N I =L U 28 10 28 10 C 3 C 13 C 13 C 13 C 13 C 13 � —i t— Q + i to w Loo i _ 28 10 28 10 O 0 Fes- - A-103 U V �O EXISTING EXI 11 G ) I DRAWING ISSUE 4G 44 4 G A A0 0& PL 2.4G 44 4G 44 1E L T I I 07.15.22 ISSUE FOR PERMIT A•03 06.73.22 PROGRESS SET 9 DRAWING SCALE DRAWING NAME - EXTERIOR n ELEVATIONS �'`►,4� a. COPvo FRONT & REAR r ` y DRAWING NO. 051 84 y EXTERIOR ELEVATIONS - FRONT 2 EXTERIOR ELEVATIONS - REAR �FESSId`��'v O® GALE: ,id =1%0" PROJECT EXISTING ROOF PATCH ASPHALT ROOF TO MATCH EXISTING RIDGE VENT VAPOR BARRIER W/ ICE AND WATER SHIELD L[ 4"PLYWOOD 7 =) EXISTING 2X10 ROOF RAFTER O w NEW ROOF 0Z O Z ASPHALT ROOF TO MATCH EXISTING � RIDGE VENT Lu VAPOR BARRIER W/ uj ICE AND WATER SHIELD N 4"PLYWOOD 0 �. 2X8 ROOF RAFTER ~ O o < Q 4.5 a v EXISTING WALL ARCHITECT OWNER SELECTED SIDING 4" PLYWOOD SHEATHING 2"x4" STUD I EXIST EXIST O V 3046 3046 TRIM �= � J VERSATEX OR APPROVED SIMILAR c i 4 r—12 PRODUCT 1 X SMOOTH TRIM BOARD O K NEW WALL 7 w to co OWNER SELECTED SIDING O 4"PLYWOOD SHEATHING O 2"x6" STUD t � V CJ -40 AA-103 e i EXI ING N W N W NEW DECK DRAWING ISSUE C 13 C 13 OWNER SELECTED DECKING&RAILING SYSTEM 4 0 It 0 b 0 0 TOP OF DECK 6"-8"BELOW FINISHED FLOOR 07.15.22 ISSUE FOR PERMIT 06.28.22 E DRAWIN A-103 E PROGRESS SET p ee DRAWING SCALE 11 I e V-0" DRAWING NAME EXTERIOR 4"TRIM WITH BOARD MATERIAL, �.`�OF Ne� ELEVATIONS VERSATEX OR SIMILAR y �' J. co RIGHT SIDE DRAWING NO. A 1 EXTERIOR ELEVATIONS - RIGHT SIDE ,rfSsImA ,v 201 GALE: 1�m a p.0- PROJECT EXISTING ROOF PATCH ASPHALT ROOF TO MATCH EXISTING RIDGE VENT VAPOR BARRIER W/ ICE AND WATER SHIELD 4° PLYWOOD w EXISTING 2X10 ROOF RAFTER Z � O w TRIM VERSATEX OR APPROVED SIMILAR Z PRODUCT 1 X SMOOTH TRIM BOARD Z 0 >- Lu (.D Z � J X NEW ROOF N ASPHALT ROOF TO MATCH EXISTING O RIDGE VENT 0 0 VAPOR BARRIER W/ 12 / Cie a C ICE AND WATER SHIELD 4.5 4" PLYWOOD % \ ARCHITECT 2X8 ROOF RAFTER EXISTING WALL OWNER SELECTED SIDING N W -Lu+ U 4" V 24 1 PLYWOOD SHEATHING — ' .� 2"x4" STUD EG ES N 4 W (�3j 't) NEW WALL Z LU OWNER SELECTED SIDING to 4" PLYWOOD SHEATHING 0 to 2"x6" STUD N V V � EXI NG DRAWING ISSUE NEW DECK �` ❑ OWNER SELECTED DECKING&RAILING SYSTEM 4 0 G 4G 3 TOP OF DECK 6"-8" BELOW FINISHED FLOOR ILA I I 07.15.22 ISSUE FOR PERMIT 06.2822 FROGE PROGRESS SET DRAWING SCALE ��,.-0" v DRAWING NAME EXTERIOR J. C° a6 �� ELEVATIONS y LEFT SIDE r DRAWING NO. A 84 A 1 EXTERIOR ELEVATIONS - LEFT SIDE SIQ ��" GALE: a,._D 202 PROJECT VERSATEX OR APPROVED SIMILAR NEW ROOF PRODUCT 1 X SMOOTH TRIM BOARD ASPHALT ROOF TO MATCH EXISTING RIDGE VENT EXISTING ROOF VAPOR BARRIER W/PATCH ASPHALT ROOF TO MATCH EXISTING ICE AND WATER SHIELD RIDGE VENT a" PLYWOOD VAPOR BARRIER W/ 2X10 ROOF RAFTER ICE AND WATER SHIELD R-49 FOAM INSULATION 4" PLYWOOD EXISTING 2X10 ROOF RAFTER 2 R-49 FOAM INSULATION 2 uu j A302 12 ,� �� x7�@ A302 Z � 4 6 2p � \\\ ,.p/C P o Z w C. y e 9 O Z 12 p ��m 1 ,� `.\ m.� w O 12V '!� ',� `� w ._ w V a4 A302 /i' ice/ a4 [--!i i Ax ? 12 O 1 2X10 @ 16"O C C �) 2X T6 @ 16"O C �f A302 ' / \� C e ARCHITECT m o - o W O 00 00 V 2X10 @ 16"O/C - Lu @ to N 2X MCQ F @ 16' — N 2X M LU FJ @ 16' Z Lo OQ � � N � V V m O DRAWING ISSUE � 07.15.22 —_—_—_— — ISSUE FOR PERMIT _ _ 06'13.22 PROGRESS SET EXISTING WALL NEW WALL DRAWING SCALE �,'6 OWNER SELECTED SIDING 1-0^ OWNER SELECTED SIDING DRAWING NAME 4° PLYWOOD SHEATHING 4"PLYWOOD SHEATHING OF NE111 BUILDING 2 x4 STUD 2"x6"STUD C yes SECTIONS R-13 BATT. INSULATION R-21 BATT.INSULATION $L B NEW DECK NEW DECK ! ^— RAWING NO. OWNER SELECTED DECKING&RAILING SYSTEM TOP OF DECK 8" BELOW FINISHED FLOOR OWNER SELECTED DECKING 8,RAILING SYSTEM TOP OF DECK 8 BELOW FINISHED FLOORmac- 084 � BUILDING SECTION A 2 BUILDING SECTION B ` 300 GALE: ISGALE: � PROJECT NEW ROOF ASPHALT ROOF TO MATCH EXISTING RIDGE VENT VAPOR BARRIER W/ ICE AND WATER SHIELD 4" PLYWOOD 5 2X10 ROOF RAFTER A302 R-49 FOAM INSULATION NEW ROOF ASPHALT ROOF TO MATCH EXISTING RIDGE VENT Lu A2 z 12 16n Oic- `� �� VAPOR BARRIER W/ Z 4 Zp p C �\ � @ ICE AND WATER SHIELDLLI 0 Z \ 4"PLYWOOD F= y Q �, =� 2X8 ROOF RAFTER Q ' `��� ® O Z V co LLJ QA302 A302 I�- 12 ,/� �� \ �� ? 8 4 00 12V ' "' 16, �p 2 2X10 @ 16"O/C C I1 ' \ ARCHITECT D Lu 0 ' J_ O 00 V ~ J zd 16M&S6� 2X10 @ 16"O/C NEW 2X6 MCQ FJ @ 16 \ 2X12 @ 16"O C Lu °O Otto w N V (.J NO O DRAWING ISSUE i � eJ 07.15.22 -_-_-_- - ISSUE FOR PERMIT 06.13.22 PROGRESS SET NEW WALL NEW WALL �WING SCALE OWNER SELECTED SIDING OWNER SELECTED SIDING DRAWING NAME 4" PLYWOOD SHEATHING 4" PLYWOOD SHEATHING F p jj BUILDING O• 4E►j/ 2n x6n STUD 2"x6"STUD y, CQ y0 SECTIONS " R-21 BATT. INSULATION �� � //QO '* C & NEW DECK OWNER SELECTED DECKING&RAILING SYSTEM DRAWING NO. TOP OF DECK 8" BELOW FINISHED FLOOR � � •��� ` r 684 A 301 � BUILDING SECTION C 2 BUILDING SECTION D CALF: i--I•o- SCALE: PROJECT 12 12 12 �97 412 4 12 uj Z D 4'� A Z I 2'' N P < Q D z OZ Z O cV N 1K 72 L _ N J �L 3/4 N C -21 1'-3" 1'-T J ARCHITECT g Lu EAVE DETAIL 1 2 EAVE DETAIL 2 3 SAVE DETAIL 3 u GALE: ^ p"p^ PCALE: ,=1�-0^ GALE: ^e 1�"p^ _J 12 6 /N�t� t/ V 7 yLu W ` J to 0 Lo V V m DRAWING ISSUE u� ! 07.15.22 c� ISSUE FOR PERMIT 12 PROGRESS SET C143 DRAWING SCALE DRAWING NAME (0 9 " CONSTRUCT. 1'-3" 5 r y .'. & EAVE Y2 * S� � �`r DETAILS J('y • a�"' i DRAWING NO. EAVE DETAIL 4 5 SAVE DETAIL 5 6 EAVE DETAIL 6 ESS( � 3 02 GALE: �6^=1"p^ CALE: 6^a 1`-0" SCALE: -A,-1-"p^ PROJECT EACH WINDOW TO RECEIVE(1)7116" THICK x SIZE OF WINDOW PLUS 4" EA.SIDE CDX PLYWOOD (2)ROWS OF 8d NAILS 513I16" 3'O.C.STAGGERED 0 INSTALL SIMPSON C520 x WON SHEATHING TO o EVERY OTHER OVER OPENING WI(18)8d NAILS OVERLAP TOP PLATE a ® C11 C� LU o u u DTH RIM JOIST TOP PLATE 8'- " .SR N O Z o LU 0 0 ` TOP PLATE c o > Z HEADER o Z O W INSTALL SIMPSON CS20x24'EACH o o ` o fY W DOOR OR SIDE OF OPENING W1(9)8d NAILS o 0 2 0 WINDOWAREAS HEADER ' V JACK STUDS = N JIE o C C>EEIE] STUD o(2)R OFBdNAILS a `�' 0 3'O.C. TAGGERED ARCHITECT SHEATHING 513/16" NAILS AT BOTTOM OF HEADER @ 3'O.C. PROVIDE#8 WOOD SCREWS @ 12'O.C. NAILS AT TOP OF HEADER @3'O.C. AROUND PERIM ETER OF WIN DOW V NAILS AT TOP PLATE(2)ROWS @ 3'O.C.STAGGERED CS STRAPS AT OPENINGS SHEATHING NAILING AT OPENINGS HURRICANE SHUTTER DETAIL O O , Z W Framing Notes: Framing Notes (continued): Framing Notes (continued): O to Cie The contractor is to verifyall measurements in the field and an discrepancies 3. All Microllam LVL Lumber is to have the following minimums specifications: 7. All straps, connectors plates, bolts nails etc. are to be galvanized or stainless steel. Designated V V 10 Y P ( ) 9 P P � . P 9 9 are to be brought to the attention of the Engineer prior to construction. Fb=2,600 psi connectors,strap etc.on these drawings are made by Simpson unless indicated otherwise.All DRAWING ISSUE Fv=285 psi connectors, straps etc. are to be nailed/bolted in accordance with the manufacturer's specifications. Wood Framing Fc perp=750 psi E= 1,900,000 psi 8. All floor sheathing is to be 2Y32 inch AC type plywood,tongue and groove,with an APA span rating 1. All lumber is to be No.2 or better Douglas Fir Larch (N)with the following of 48/24. Floor sheathing shall be glued and screwed to the floor joists( 6"O.C.edges and 12"O.C. minimum specifications: 4. All Glued Laminated Beams(GLB)aka Anthony Power Beam are to have the field). 07.15.22 Fb=825 psi following minimum specifications: ISSUE FOR PERMIT Fv=95 psi Fb=3,000 psi 06.13.22 P 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be nailed with 1 Od PROGRESS SET Fc perp=625 psi Fv=300 psi common nails 6"O.C. edges and 12" O.C.field. DRAWING SCALE E= 1,600,000 psi Fc perp=805 psi NTS E=2,1 DRAWING NAME00,000 Psi 10. Solid blocking is to be installed every 8'max or mid span of all floor joists with s ans exceeding 8'. CON$T 2. All Parallam (PSPL) Lumber is to have the following minimum specifications: P �OF KEPI . DETAILS Fb=2,900 psi 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to 11. Double joists are to be installed below parallel walls. J' Fv=290 psi be nailed/bolted in accordance with the manufacturer's specifications. Gj'`O� S. co �'flf. FRAMING Fc perp =750 psi 12. Blocking is to be installed at all point load bearing points. y * MOTES E=2,000,000 psi 6. All TJls are to be installed in accordance with the manufacturer's �: specifications and shall include squash blocking and web stiffeners at bearing 13. Walls are to be framed with 2X4 or 2x6 inch studs spaced 16 i ti.. >{ed of e._ e.DRAWING NO. points on girders and other load bearing areas. I All bolts nuts and washers are to be hot dipped galvanize J 884 1 CONSTRUCTION DETAILS ,�, 41• AOO CALE: NTS PROJECT RIDGE VENT LOOKOUT FRAMING SIMPSON CS20 x 24' STRAP ON EACH RAFTER RIDGE BOARD RAFTER o ROOF SHEATHING TO BE NAILED 3'O.C.ON ALL GABLE SIMPSON H2.5A ON COLLAR TIE TOP PLATE ENDS,EDGES AND FIELD w/8d COMMON NAILS EACH OUTRIGGER BLOCKING 4'O.C.FOR(3)BAYS ON ALL GABLE ENDS Simpson LSTA30 Ridge ICE SHELD UNDERLAYMENT REQUIR ED OR HEADER trap at each Rafte MINIMUM 2'W WIDE OVER LIVING SPACE ROOF RAFTER Simpson MTS30 Rafter Strap (10)ND NAILS @ EACH END(TYPICAL) RAFTER OP RAT at each Rafter Tail APA RATED PLYW000TOEXTEND LU DOUBLE RAFTER LU TO TOP OF TOP PLATE W/(2)ROWS OF 8d NAILS 3'O.C.STAGGERED O Z W • SOFFITVENT > STUD SIMPSON 112A O HURRICANE CLIP ON EACH Simpson H2A Hurricane Ties RAFTER L O >- at each Rafter Tail SIMPSON GS20 x 36'@SIDES OF LLI OPENING FROM JACK STUD TO PLATE O Z OR RIM JOISTw/(9)8d NAILS EACH SIDE LU � w V SHEATHING TO BE NAILED @ 4'O.C,EDGES AND FELD. BASE PLATE HEADER 0 DOUBLETOP O O Q PLATE C WALL STUDS @16"O.C. ARCHITECT FASCIA BOARD STRAPPING FLOOR PLYWOOD NAILED 4'ON EDGES w49)8d NAILS EACH SIDE 6 6'IN FIELD W/8d COMMON NAILS C BOTTOMPLYWOOD SHEATHING TO COVER RIM JOIST 6 W O PLATE FLOOR JOIST (2 ROWS OFB8dd NAILS 3'D.C.ORPLYWOODw/ GABLE OVERHANG DETAIL SHEATHING CAN BUTT TOGETHER(A'SPACE) ~ J RIM JOIST W/(2)ROWS OF 8D NAILS 3'O.C. PTOP LATE DOUBLETOPPLATE 03 1 O IO3 N - ---------I— 0 0 N I 1 I I W W � I Z_ SinQ:on S722SIrap O 1 O O I O J Il-- Q 2 x 6 STUD WALL PLYWOOD SHEATHING I 1 O Q to I I Typical 2nd Floor w c j "6 Strapping Detail TUTS EXISTING CO BLOCKING IN WALLS OVER 8 0' SIMPSON CS20 z 36'METAL STRAP @ 16'O.C.&AT DRAWING ISSUE BOTHSIDESOF EXTERIOR DOORS.V"AROUND SILL W © W PLATE USE(4)NAILS INTO SILL PLATE ON IJSDE EDGE. ANCHORBOLTON INSIDE EDGE OFPIATEAND19)8d NALS INTO STUDS AND BOX BEAM. O1 1 O I I I NM SHEATHING TO SILL PLATE —� —rt— ——————� USING(2)ROWSOF8dNALS@3'O.C. (5), QI Q I 07.15.22 STAGGERED ISSUE FOR PERMIT r. EXISTING 1 06.13.22 z=., FLOOR JOIST �(1)2 It 8 TREATED SILL PLATES — -----------'t— PROGRESS SET OO I OO DRAWING SCALE TERMITE SHIELDAND SILL SEAL GF r f NTS SIMPSON LSTA96 tf SIMPSON UPS _ BLOCKING J. DRAWING NAME ZONE 1 ZONE ZONE 1� ��� �n_ ��� .f CONST. STRAP p ,anpson SP '".: (2)R5 REBAR CONTINUOUS %'D0V.x 12'AB.@ 32'O.C. ti DETAILS FIELD 6"OC 12"" CC 1�?� i Typical Wall and " t t12'FROM EACH CORNER ir= �` ;� & ROOF Sill Strapping W/3Y 3'x Y6'WASHER PANEL EDGES 6"OC 6"OC 4"O .. HOTDPPEDGALVANIZED Detail = =r OR STAINLESS STEEL NAILING REQUIREMENTS FOR 140 MPH,3 SEC.P �J c� DIAGRAM st,kL #"ROOF SHEATHING WITH BD COMMON ' 05 ew DRAWING NO. STRAPPING DETAILS BUILDING CROSS SECTION; TYPICAL DETAILS ROOF SFiEATING NAILIN SSIfl��� A CONSTRUCTION DETAILS CALE: NTS PROJECT NAILING SCHEDULE(WOOD FRAME CONSTRUCTION MANUAL 2018,PAGES 149 AND 193 SIMPSON SPH4 Dint escription I Number of nails Nail Spacing STD, Hoot rammg no Rafterto top plate(Toe Nailed) 3.8d PerRafter ngJoisttotopplate(roeNald) 3�d Per)oisl SIMPSONLSSTTRAP Typit IWindowandDoor Cei1iQJoisttoParallelRafter(FaceNailed) 6.16d Each lap Header Strapping Detail CeiliingJoistLapsoverPaditions(FaceNailed) 6.16d Each lap Each Comer Collar Tie to Rafter(Face Nailed) 3Sd PerTie Blordrtrlg to Rafter(T0e Nailed) 3.8d Each end IJ 1 Rim board to rafter(End Nailed) 2-16d Each end a rammg TYP. WINDOW & DOOR STRAPPING O w Top Plate to Top Plate(FaceNailed) 2-16d Per Fool Top Plate at Intersections(Face Nailed) 4-16d Joints ea.Side , < Stud toStad(Fare nailed) 2-16d 24°o.c °o°` °,°o•,; Foundation Notes: 0 Z Headerto Header(Face Naded) 16d IFo.c along edges •" •�•g•,a tie•• ' Z 0 >- Top af Sodom Plate to Stud(end Nailed) 2-16d Perez Stud The contractor is to verify all measurements in the field and any discrepancies are to be LU (3 Z 316d Per2x6Stud brought to the Engineer prior to construction. 0 -3 V 4-16d Per2x8Stud SIMPSON POST ANCHOR � i ABU44 1 -All concrete 4,000 psi after 28 days minimum. 0 Q H Bottom Plate to FloorJoisL Band Joist,End Joist,or Bloddng(Face Nailed) 2.166 Per Foot 0 Q or Raming 2-All rebor ASTM A-615 Grade 60. �, p Q Jolstto Sill,Top PlateorGider(Toe Nailed) 4.8d PerJoist POST ANCHOR a -. BddgingtoJois t(ToeNailed) 2-8d Each End 3-Footings are to be installed on undisturbed virgin soil.The bottoms of all footings are ARCH1TEa Blocking to Joist(Tee Nailed) 2.8d Each End to be installed a minimum of 3'below grade unless indicated otherwise. Bloctdngto Still or Top Plate(roe Nailed) 3-16d each block Ledger Strip to Beam(Face Nailed) 3.16d each Joist Joist on Ledger to Beam oeNaBed) Rd per)oist 4-All snap off form ties are to be removed and remaining openings are to be Band Joist to Joist(End Nailed) 3.16d per joist sealed/9 routed. Band Joist to Sill or Top Plate(Toe Nailed) 2-16d per fool w 0 5-The foundation contractor shall coordinate with the plumbing and electrical contractors V Root Sheathing exasnrDIMMUM relative to installation of sleeves and other penetrations prior to pouring concrete. F Q SUuthural Panels 8d Diagonal Board Sheathing 3'Edge l4'Feld o 1'x6'orrxe° 2.8d PerSuppod o 6-Install isolation joints along foundation walls and at column and other floor (!) 0 N 1x10'orWider Md Per Support penetrations. w W OD Z � LO Gelling Sheathing 7-Installed contraction joints in the cellar floor slab every 18'minimum. O R CD Gypsum Wallboard 5dcoders 7'Edge/101FIeld Sheathing � tj �0 8-Foundation excavation is not to be back filled prior to the installation of the floor - V V framing. Strucl aal Panels 8d 3"Edge/4°Freld DRAWNG{SSUE Fiberboard Panels 7116' sd 3°Edge lfi°Field 9-$ackfill along foundation walls is to be clean material and is to be mechanically 2557 8d 3°Edge/6°Feld compacted in 6"lifts to 95%of maximum dry density. Gyp=Wallboard 5dcoo2rs T°Edge/10°Feld 10-Follow cold weather concrete treatment relative to add mixtures in accordance with HardBoard 8d 6'EdgeIITField ACI 212.3R. Use Air-Entraining admixtures per ASTM C260,AASHTO M154 or Water 07.15.22 6'Edge/IT Field ISSUE FOR PERMIT Panels 8d Diagonal Board Sheathing Reducing and Set-Controlling Admixtures per ASTM G494,AASHTO M 194 only.Do not oe.ta22 use Calcium Chloride or other corrosive type admixtures PROGRESS SET 1x6°ortx8" 28d persuppart 1 10'orvrider 3.8d persuppat HDU 11 - HOLDDOWN NRAWING SCALE Floor Sheathing structural Panels TABLE R3012(1) ZE o NEky :' DRA CONST. 1"orless 8d 3°Edge/4 Feld CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA , . 3• co". r DETAILS greatertt an l" 10d 3"Edge14°Feld WINTER ICE SHIELD Cly Dia ormlBoardSheathi GROUND WIND SQSMIC SU&IECTTODAMAGEFROM 9 n9 SNOW SPEED DESIGN DESIGN UNDERLA HAZA ixfi or1x8° &8d persuppod ) WEATHERING FROST LINE TERMITE DECAY TEMP REQUI LOAD MPH CATEGORY DEPTH 1x10'orvWer 13,8d 1persupport 20 PSF 140 B SEVERE 3 lY M H S M 11 YES L ti DRAWING NO. DESIGN CRITERIA BEING USED: 2015 INTERNATIONAL RESIDENTIAL BUILDINGOODEAND 4 V 2016 UNIFORM NEWYORK STATE CODE SUPPLEMENT SSIO�P�' 402 CONSTRUCTION DETAILS CALF: NTS PROJECT (2)LAYERS 5r FIRE RATED • TYPE XWALLBOARO BOTH SIDES,APPLIED YWOFFSET JOINTS,TAPED&SPACKLED. STUDS @ 24.O.C. INSULATION 4' WALL BASE ROOF FLOOR FINISH W Z r; BATHROOM BATHROOM > Q 1 1 HOUR FIRE RATED WALL DETAIL BETWEEN ,. W 0 z PRIMARY RESIDENCE & APARTMENT '" '` r Ld W ,• ,- o - Y LAV. LAV. LAV. uu I— (� W C. to N F TUg TUB Oo w SECOND FLOOR SHOWER 2' z, r s 0 0 3" ♦ - ARCHITECT d- --. - - STUDS@24.0.C. KITCHEN BATHROOM (1)LAYER 5B WALLBoARo d dP; LAUNDRY AREA a R-14INSULATION:r CLOSED CELL FOAM • ,• 1• W O a _ ,} ,u V ° SHIM&BLOCKING n' AS NEEDED SINK r ,�' SINK Q V. N Q n DISH vvc. r WASHER 'O RS EXTERIOR WSULATKNI v° a; _ WASHER r (, WALL BASE " FIRST FLOOR T SHO2 R Lu in W Go r a r Z to FLOOR FINISNH ° O Q 0 e ° w N a 4' KITCHEN BATHROOM LAUNDRY AREA DRAWING ISSUE 2 FOUNDATION WALL DETAIL FOR BASEMENT FRESH AIR VENT r SINK LAV_ W.C. Z' DISH WASHER 4' WASHER TUB 03.31.24 RASFMFNT 3 r ISSUE FOR PERMIT DRAWING SCALE 3" Z" NTS c.0. ��t4, DRAWING NAME FLOOR JOISTS TO APPROVED AAl 'Y WALL (2)LAYERS 50 FIRE RATED AS SPECIFIED �`r �� co Ho O�� TYPEXWALLBOARD SEPTIC SYSTEM HOUSETRAP .� oy DETAILS & JOINTS,T�EDEDSPACKL ET WSULATION �0 k * PLUMB RISER DIAGRAM D N 3 i HOUR FIRE RATED CEILING DETAIL AT APARTMENT F 051 � FES4h��, A S1 CONSTRUCTION DETAILS '403 GALE: NTS