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HomeMy WebLinkAbout45244-Z 51TE PLAN HATCH KEY: PROPOSED BUILDING RESTORATION LLI PROPOSED ACCESSORY STRUCTURE LLI El PROPOSED 2ND STORY ` Q I i O � ,, ' f y° Val •';-,. r /J�� z z ' . FADE <E""r : Lu Q o �900 I �Q PROJECT LOCATION & SCOPE EMEROENG,' ' STRUCTURAL REPAIR RESTORATION OF EXISTINO 2 -.-2 00 5�3°10'00"W 60.40' SITE PLAN & ZONING DATA > �t p - — - - - STORY FRAME WORGSHOR. z 0 20.2' ZN GENERAL NOTES z 'H Q Z -H m t ;r DRI wAY ENERGY TABLE w W n BROKEN ASPHALT 1, STRUCTURAL DESIGN CHARTS I- � LO 1 - PROJECT ZONIN ,p;4%TA I p Q .. ,®® -� TAX MAP # 1000 - 61 - 4 - 20 HOLDOWN, ANCHOR BOLT, 2 STORY 8.1' 2a.a' t- STRAPPING, & NAILING DETAILS W / FRAME I O ZONING DISTRICT HB / NO CA FASTENING SCHEDULE O 1 BUILDING m LOT AREA 0.5 ACRES - U r0 —Q� , FRAMING GRAPHICSUJ WORKSHOP / EMERGENCY FEMA FLOOD ZONE X U /STRUCTURAL BEAM CONNECTION PATTERNS v REPAIR F WETLANDS DISTRICT NO IREBLOCKING DETAILS Q , DEC DISTRICT NO I I .�� 1 m PROPOSED DEMOLITION PLANS n n SUFFOLK COUNTY HD APPROVAL N/A y,5Z n 1 LOT.'00VERAOE 6' 'oKi'. �� ,�� PROPOSED GROUND FLOOR PLAN I5.1 COVER LOT n g`' - DESCRIPTION (FOOTPRINT) AREA os'GHIM. COVERAGE 1 O ONO. WALK TOTAL LOT AREA 12,4a1.0 S.F. x EXIST. I 4 2 STORY FRAME BLDG. 3,75q.5 S.F. 30.1% PROPOSED SECOND FLOOR PLAN a a I EXIST. COVERED STOOP $ PORCH -78.8 S.F. 0.6910 PROPOSED ROOF PLAN mCi EXIST. 2 STORY FRAME 1,333.4 S.F. 10.7% BRIG WORKSHOP OVEN I TOTAL AREA OF ALL STRUCTURES 5171.7 S.F. 41.4% A-20 •0O PROPOSED EXTERIOR ELEVATIONS "MAXIMUM LOT COVERAGE ALLOWED - 40% � R�aullzEr� sETBAGKS = woRKS+�©� ' ` BUILDING SECTIONS FRONT YARD REQUIRED EXIST. PROP05ED COMPLIES DESIGN DETAILS Z I -� BRICK d GONG. WALK (MECHANIC 5T) 15.0' 2CIA, 2 IA, YES ISRA55 STONE PATIO FRONT YARD 1 1 (MAIN ST) 15.0 132.E 132.E, YES v z 51DE YARD 10.0 5.51 5.51 NO o � U 25.6' I o REAR YARD 25.0' OAl CA, No W v o ti to GHIM. U Ot o U Lu 6'4. 4.4' C GONG. WALK Lu I- 3 z 20.3' SITE LAYOUT NOTES: I. THIS 15 AN ARCHITECT'S SITE PLAN 8 IS PROJECT: o n SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION A L B E RTS CORNER � $ 2 STORY - REPRESENTED ON THIS SITE PLAN IS TO THE 1 o I, FRAME BUILDING I O ARCHITECT'S BEST OF KNOWLEDGE. Z 2. SURVEY INFORMATION WAS OBTAINED WORKSHOP Lu !� FROM A SURVEY DATED FEB. 2, 2020 AND O 0 PREPARED BY: z PEGONIG SURVEYORS, P.G. 54100 MAIN ROAD o - N.Y. STATE LAND SURVEYOR LIC. #04a615 P.O. BOX aoa SOUTHOLD, NY 11971 Lu 1 ° I TRAVELER 5OU HOLD, NY STREET (651) -165-5020 DRAWINGTITLE: PROJECT LOCATION 9' �.J 1 .._..,>.o'r'gv, am>.zr. s"„..orr. '* •;' .t'ra';n„r, £. ry' .'n,. „4 `N,,rr,%"...r,. e. ". ,mow:-,. ,.,.� ,r ..ra;r-r„d ,,;+> .»,. +. & SCOPE SITE PLAN & ZONING.r' x.,; . a , . �•-,, ,�,, ,= .; G DATA 0.11 e °111 .4 18.5 t M1"�. •-i BUILDING ",;._: ` 5UIL DING i GOR. IYN ' 6 35 • SUBJECT PROPERTY N-75 IO OO E GOR. LI' N v CONCRETE .. . ;, PA It}' `y �j'-, , '3 s,:., s s�4 tp ,e ,r r f T/,y„ L^' Yt•` %iP t ' GONG. CURB r�r 'b r cF r sr d 5 G-001m00 i F �; tt.. t` . :gF 1 g" MA NSTRE ET NY RTE 2 } u la ✓d DATE: 09� •��`N 03 20 1 O F 9 o io ^- =so i1 5 >�r %r 9 * a F S V SITE `v } bq'C`rin a 11 SGAL E• II O IS h a, .+ �.x .. t S= i s :r n c b. TT fi Py p .3 ss y 4 p. t �;' -,. 5> AREA OF WORK .' _'�_�'" r�:... ,. ^.� ! �''• '1- .`d` '1 •(' "+.� i lam' _ fir.. a m i a .y 5 {g" f y 'A } F l 6 l�A r•2 (`f I ' {¢ a i „ Sz r:. r 1.P i } C q t¢ i , LOCATION MAP OP NE SCALE: NT5 GENERAL 5YM50L <E�' : a NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED W WOOD FRAME (L.G. STL. WHEN APPLICABLE) J EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q STL. WHEN APPLICABLE) NEW I—HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. STL. El P057 FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL P05"• ''OR 6" WALLS), U.O.N. NEW 2—HR FIRE RATED 0 WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) _ Z EXISTING 0 F;— � DOOR TO BE I REMOVED I z 0 II II 1 W J 00 r-------------- > It* 0 Z EXISTING 6ARAGE N DOOR TO BE J I I REMOVED LL W (b i ` I Lo ri N L0 O J D t EXIST. W I WORKSHOP EXIST. '-- ---- I STORAGE H GARAGE 0 SLAB ON GRADE— r-------------- W I ��I I = .J EXISTING I I GARAGE I I DOOR TO BE Q '11 REMOVED -g I � I I ��I '—-----I'------- 4 STEP UP z —c0 +i XS lu _ LI OI EXIST. EXIST. WORKSHOP 0 I WORKSHOP 5TORAGE z I —SLAB ON 6RADE— �I —dp I +1 I X�® I W EXIST. UP I (5) RI ® t 8" z Lu O U Lu Lil H Q 0 EXIST. PROJECT: WORKSHOP —OPEN TO BELOW A L B E RTS CORNER WORKSHOP EXIST. WORKSHOP 54100 MAIN ROAD SOUTHOLD, NY 11971 DRAWING TITLE: PROPOSED DEMOLITION PLANS PAGE: A-10loOO SHORING NOTES: SHORING NOTES: DATE: 09/03/20 5 OF 9 I. PROVIDE TEMPORARY 5HIORING TO I. PROVIDE TEMPORARY SHORING TO EXIST. 5UPPORT WALL5 AND ROOF AS NEEDED. SUPPORT WALL5 AND ROOF AS NEEDED. 5TORAGE 2. SHORING TO COME DOWN TO GROUND 2. SHORING TO COME DOWN TO GROUND OR BE SUPPORTED BY TEMIP. BEAM OR BE SUPPORTED BY TEMP. BEAM SYSTEM. SYSTEM. _ 3. CONTACT ARCHITECT IF 'THERE ARE 3. CONTACT ARCHITECT IF THERE ARE ANY SHORING CONCERNS D>URING ANY SHORING CONCERNS DURING CONSTRUCTION. CONSTRUCTION. �\ F, �• J�Cj �, DEMOLITION NOTE: DEMOLITION NOTE: CONTRACTOR SHALL PROVIDE SUPPORT TO ANY STRUCTURAL CONTRACTOR SHALL PROVIDE SUPPORT TO ANY STRUCTURAL '! MEMBERS AFFECTED BY SCOPE OF WORK PRIOR TO THE MEMBERS AFFECTED BY SCOPE OF WORK PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. - / 0374135 F. C - FROFOSED OROUND FLOOR DEMOLITION PLAN PROPOSED SECOND FLOOR DEMOLITION PLAN SCALE: 1/4" = P-0" SCALE: 1/4" = 1'-0" Q _ EXISTING TO BE DEMOL.I5HED NEW PARTIAL HEIGHT LW D WOO FRAME (L.G. 5TL. EXISTING TO REMAIN WHEN APPLICABLE) J NEW WOOD FRAME (L.G, NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL — �� WOOD FRAME (L.G. 5TL. P05T FOR 4" WALL5 WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL r O J 12"x3' DEEP �i —� I � P05T FOR 6" WALLS), U.O.N. P. GONG. FTC. Q NEW 2-HR FIRE RATED (�,P) O WOOD FRAME (L.G. 5TL. 19'-4" t1: WHEN APPLICABLE) O - - - - FLOOR PLAN !OTES la"xla"xl' DEEP I �� I Qz 0 P. GONG. FTC. 11 ' DOOR NOTE: �I (D I. INSTALL NEW INTERIOR DOOR' WHEN GALLED I j TYP. 3 " w 0p1 Q I J OUT ON PLANS BY 'JELD-WEN' !OR EQUAL). 5TL. COL. QQ = O p s J 2.INSTALL NEW EXTERIOR DOOK15 WHEN GALLED I I wO'I 00 OUT ON PLANS BY 'THERMATR V (OR EQUAL). * _ z I, O 3.DOOR TYPE TO SELECT I _ 4.INSTALL AS PER MANU SPEC. I 0 sK Z ri O 3.PROVIDE (2) 2"xa" HDR., U.O.N. 4.5EE PAGE 6-005 FOR ALL OTHER FRAMING i z 01 Q }- ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. EX15T. ` I I z " I Z V STAIR 4 RAILING NOTE: I GARAGE I I IIII I J , O I. ALL NEW STAIRS SHALL HAVE MAX.1-3/4" RI - SLAB ON 6RADE^-r-L L- - - - - - - --- b MIN. 10" Tr - RISERS SHALL BE CLOSED 2. 42" HIGH GUARDRAIL $ SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE; I EXIST. 2 xb F.J. Q 36" HIGH HANDRAIL $ SPINDLE SPACING NOT I I ® 24 O.G. J O TO ALLOW PASSAGE OF A 4 m SPHERE 515TER 211xb" F.J. I 3. 6RIPPABLE RAIL AS PER CODE I I ® 24" O.G. IF ROTTED ' ADD 2"xb" ® 12" O.G. �1 I W Q II OWINDOW NOTE: O OI � 1. ALL EX15TINO WINDOWS TO BE REPAIRED. I I I Q QI 12"x3' DEEP w cv O wK x W P. GONG. FT6. H- (TYP) _� `Q VI m I ? ° w X U U TYP. 3Ln = z OI —� 5TL. COL. 1 I \ 12"x3' DEEP Q 1 P. GONG. FT6. IS"xlb"xl' DEEP L _ _ _� (TMP) P. GONG. FT6. i I — — — — .: EXIST. (2) i I (2) 9.5" LVL HEADER (2) 11.5" LVL HEADER �411 STEP UP I _2'4"L^IX2J"IiPI� — VIEW:2 2"xTO—HDR 5TL. COL. TYP. 3 IL s 5TL. COL. I t M LE tL ►n 1 _� `fix O EXIST. a `~ z 1 X ® N ® WORKSHOP X ® N ® 3 J I ! UJ N -SLAB ON GRADE- toCL � U N �� 2I- s® 12"x3' DEEP c�l EXIST. UP P. GONG. FTC. (3) RI (TYP) da — — — — — 1IEW1�2)�"x10_' HDR— N — — — — — — — — — — XI — — EST.�) 3 2'4"WX2T'H PIG. I 12"x3' DEEP P. GONG. FT6. 1 (TYP) I Q IK � II * Z H ry FN x (u cv O N X� cVN 3 V W (V " Iz w 3 � U EXIST: z xl (n i WORKSHOP w PROJECT: y -NEW SLAB REPAIR FOOTING a ALBERTS CORNER � A5 NEEDED ,�� * WORKSHOP v IQ z x a O 0 3 w iv N PN EXISTING PELLET 54100 MAIN ROAD XSTOVTO BE V E REPLACED a) SOUTHOLD, NY 11971 id Iz I X .D v a ul d" iv 3 z�� N DRAWING TITLE: NEW (2) I N N NEW (2) X O 2"xa" HDR', EW (2) 2 xlo_HDR 2"xa" HDR w cv PROPOSED GROUND FLOOR PLAN x= ::; : wry / EXIST. EXIST. in r 2'0"WX3'4"H PIG. 3 2'O"WX3'4"H PIG. CHIMNEY T Q PAGE: w d) ziv N A-102m00 EXIST. - STORAGE w 3 I EXISTING FOUNDATION NOTE: d) �j (^�V oI CONTRACTOR TO CONTACT ARCHITECT _ x= I IMMEDIATELY IF ANY PORTION OF THE z'I 2Qx6& FOUNDATION 15 DETERIORATING, N GRIPPING, OR 5PALLIN6. DATE: 09/03/20 6 OF 9 N3 zx (X�p 51STER EXIST. 5TUD5 UP TO F.J. OR 3'-4" ROOF RAFTERS:CUT IN NEW TOP PLATE. PROVIDE 5TRAPPIN5 AS DETAILS ON PAGE 0003.00 d 0004.00. 0 10 1/4"=1'-0" ° — 5 20 ' 0 `a�`s5 . FROPOSEO) C ROUNI17 FLOOR PLAN 50ALE: 1/4" = I'-O" ^ 374C3 ✓. 0>'_14S OENERAL 5�'1" 50L <EY : - Q EXISTING TO BE DEMG NEW PARTIAL HEIGHTLISHED WOOD FRAME (L.O. STL. Lu WHEN APPLICABLE) Lu EXISTING TO REMAIN J NEW WOOD FRAME (L.0. NEW FOUNDATION WALL STL. WHEN APPLICABLE) NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL POST FOR 4" WALLS m i J WOOD FRAME (L.G. ST.L. _ WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Q m i NEW 2-HR FIRE RATED POST FOR 6" WALLS), U.O.N. O WOOD FRAME (L.G. STL. WHEN APPLICABLE NEW 4"x3" ALUM. I NEW 4"x3" ALUM. Q DOWNSPOUT (1YP) I I DOWNSPOUT (?YP.) Q Q a x I I J 9 J m 00 EXIST. F I I Z IWORKSHOP Xp STORAGE 3 Wry z 4 Q Z EXIST. 2"xb" R.R. I W W (� ® :24" O.G. I I EXIST. I'x8" G.T. 045 O.G. I O Q SISTER 2"xb" R.R. J O ® 24" 0.0: IF ROTTED p ADD 2"xb" G.T. ® 24" O.G. � Q I � F I w z I I U J GUTTER HIGH POINT I I GUTTER HIGH POINT Q I . »� o_d� x6® I W I U U I QO QO I EXIST. On v p ® WORKSHOP 0 We 0 a ry n v U STORAGE V N W N (V W ttn N� W W(N ®Q ®Q z I I 2 3 I I I 13 — — — — — I I m GUTTER HIGH POINT / �� I CUTTER H16H POINT I I I am O of X I I W x n� EXIST.. WORKSHOP —OPEN TO BELOW W I W z I 3 EX15T. 2"xb" R.R. I I ui ® 24" O.G. a EXIST. I"x8" G.T. I �_ ® 48" O.G. GUTTER HIGH POINT 515TER 2"xb" R.R. QI ( PROJECT: ® 24" O.G. IF ROTTED - I Q ADD 2"xb" G.T. ® 24" O.G. PROVIDE 2"xb" iGING POST FROM I I A L B E RTS CORNER G.T. TO RAFTER INTERSECTION WORKSHOP Lu w " WI z I 54100 MAIN ROAD SOUTHOLD, NY 11971 I NEW 4"x3" ALUM. I I NEW 4"x3" ALUM.3 NEW (2) 2NIO" HDR DOWNSPOUT (TYP.) I DOWNSPOUT (TYP.) DRAWING TITLE: Ex1sr.(2) _j PROPOSED SECOND FLOOR PLAN IST.(2 ROOF PLAN Q PAGE: EXIST. STUDS UP TO F.J. OR ROOF ROOF RAFTERS:GUT IN NEWTOP PLATE.PROVIDE STRAPPING A5 DETAILS ON A-103m00 PAGE 6005.00 d 6004.00. = i DATE: 09/03/20 7 OF 9 B � � P EDA 0 10 1/4"=1'-0" 0 10 1/4"=1'-0" Oi`+ '�.. /a �'� i�fi�Oi�OS l7 S GO1�I7 FLOOR FLAN 5 20 FROPOSEI7 ROOF PLAN 5 20 ALE: 1/4" 1'-O"82-1.2 5.F. SCALE: 1/4" .� r P-O" _ t. 03 7RR4l�0`lb DDT 4q - As,:--e5c S SITE PLAN HATCH KEY: (n PROPOSED BUILDINS RESTORATION ® PROPOSED ACCESSORY STRUCTURE I h i E CG D f i F IT w PROPOSED 2ND STORY ` �' Q m 0 J s 0 a z 0 Ff��JE z o Q � - -EMEROEN01' STRUOTURAL REPAIR RESTORATION OF EXISTINO 2 00 '� I PROJECT LOCATION & SCOPE J 00 60.40' STORYRM SITE PLAN & ZONING DATA > �t O E 1�lORKSHOP. z a, CD z N Qa� I I _ -ADDE�I7 PROPOSED FOUNDATION PLAN 002:0 EN�n^AL`IQOTES Q z Sm ENERGY TABLE it J N`t :t DRI WAY W (� o BROKEN ASPHALT STRUCTURAL DESIGN CHARTS LO it r-I PROJECT ,/ ZONING DATA G = LO Q (3-005.00 HOLDOWN ANCHOR BOLT TAX MAP # 1000 - 61 - 4 - 20 ' + O2' 2 STORY e.i' 2a.a' O STRAPPING, & NAILING DETAILS W OI n/ PRAME / I ZONING D�ISTRIGT HB / NG FASTENING SCHEDULE /BUILDING LOT AREA 0.5 ACRES V O WORKSHOP - ,00 FRAMING GRAPHICS W EMER6ENGY / N /STRUCTURAL FEMA FLOOD ZONE X I— I REPAIR a"�' I BEAM CONNECTION PATTERNS = WETLANDS DISTRICT NO FIREBLOCKING DETAILS J DEC DISTRICT NO Q PROPOSED DEMOLITION PLANS n SUFFOLK COUNTY HD APPROVAL N/A ti . 6' Is.l' comic. N LOT GOVERAOE — O2 ,0 PROPOSED FOUNDATION PLAN GHIM' COVER DESCRIPTION (FOOTPRINT) AREA CO96' LOTVERAGE > o �o ONO. WALIG TOTAL LOT AREA 12,4�i1.0 S.F. EXIST. 1 $ 2 STORY FRAME BLDG. 5,75a.5 S.F. 50.1% PkO�S`tD�OUND�L-obR,"P[Aiq--�`- zo SEXIST. COWERED STOOP 6 PORCH 75.8 S.F. Oh% BRIG EXIST. 2 STORY FRAME 1,333.4 S.F. 10.79b OVENWORKSHOP TOTAL AREA OF ALL STRUCTURES 5171.7 S.F. 41.4 0 ® � 0�•OO PROPOSED SECOND FLOOR PLAN "MAXIMUM LOT COVERAGE ALLOWED - 40% PROPOSED ROOF PLAN y I t1REQUIRED SETBACKS - WORKSHOP -- - PROPOSED EXTERIOR ELEVATIONS z " REQUIRED EXIST. PROPOSED COMPLIES g II I � a - FRONT YARD z BRICK 4 GONG. WALK (MECHANIC 5T) 15.0 2a.a 211.11 Y E 5 0 CRASS STONE PATIO < FRONT YARD , —�j0 I ,O0 BUILDING SECTIONS o IY I I (MAIN 5T) 15.0 152.E 132.E YES z `l DESIGN DETAILS o z S �I � SIDE YAR1D 10.0' 5.51 5.51 NO o Au w U N 28.6' I U REAR YARD 25.0' O.a' O.Q' NO 0 I ° 0 ttt�ppp z a w W v 1A, ( p o N 6 CHIM. V Q 4.6' 4.4' GONG. I N I A N_ WALK N GE o 20.3 SITE LAYOUT NOTES: g I ( I. THI5 15 AN ARCHITECT'S 51TE PLAN 15 SUBJECT TO VERIFICATION BY A LICENSED PROJECT: r - _ SURVEYOR. THE INFORMATION v Y 12 STORY REPRESENTED ON THI5 517E PLAN I5 TO THE o ARCH I7ECT'S BEST OF KNOWLEDGE. A L B E RTS CORNER I o.r FRAME BUILDING I �y Z1I � w �Q 2. SURVEY INFORMATION WAS OBTAINED WORKSHOP Lu o 0 FROM A SURVEY DATED FEB. 2, 2020 AND n PREPARED BY: Z PEGONIG SURVEYORS, P.G. It N.Y.I . #04 615 ATE LAND SURVEYOR 54100 MAIN ROAD IS) �, P.C. Box aoa SOUTHOLD NY 11971 II I 1250 TRAVELER STREET SOUTHOLD, NY I I a71 (63U 76s-solo DRAWING TITLE: o PROJECT LOCATION - & SCOPE Ins' �' N SITE PLAN & ZONING DATA ,O.I' 6.4' �. BUILDINGEMILDI 6+ "+ N-75°1 o'oo"E GOR. IJ N G0.=J�J' GDR. I.I' N k . SUBJECT PROPERTY �. CONCRETE �, Q Pad gr` .., t ' r' •«r' tf'f` �� • \ PAGE: GONG. CURB "'1 , 91 z , G-001001 MAIN STREET N)"S RTE 25 �. DATE: 05 28 26 I `j',,w.�, ' R� .{.' + tea., ' 0 io 90 i•-i5' A ''�}i' a4 �A. , / / 1 OF 9 SITE PLAN i �� i ii \,` a 02 "(x1 �" °5,1.1 '• ., n- ,P ,t a, ; .$a `; :\ s Y. �# ' f SCALE: I -O = 15 -O y F 1" f I AREA OFKWORK !. S ,, 1 � / ary1\ . 4a• •� k - , .." VQann ft .„ 4r KS ♦ ` A c C �a d,0 ✓'• � t + 's M�NPR+ ; 9 ", _a ° Pf`,,-'�.,�'' `' LOOATION MAP SCALE: NTS OENE AL a. Q 0 NEW PARTIAL HEIGHT W_ EXISTING TO BE DEMOLISHED WOOD W FRAME (L.G. 5TL. _I WHEN APPL I GABLE) EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q 5TL. WHEN APPL I GABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. 5TL. E POST FOR 4" WALLS -� WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL H P05T FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED PROVIDE 5" (MIN) GONG. COVER a WOOD FRAME (L.G. 5TL. OF ALL REBAR WITHIN P. GONG. WHEN APPLICABLE) FOUND. WALLS 4 P. GONG. FT6'S. PROVIDE STRAPPING 4 NAILING >- AS PER CONNECTION 'D' IN Z "TYPICAL NAILING/STRAPPING Q PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, _ 15'-55/4" BETWEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" PER ENERGY TABLE ON PAGE 6-005 o EA. STUD. Z (WHEN APPLICABLE) Q 0 FOUNDATION PLAN NOTE5 NEW (2) 2"xb" P.T. SILL PLATES FLOOR SYSTEM AS UPON SILL SEAL UPON COPPER LLJ TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: 4" NOTED ON PLAN TERMITE SHIELD -j O • (2) 2"xb" F.T. SILL PLATES W COPPER TERMITE SHIELD 4 SILL SEAL d' NEW 5/5"0 HOOKED ANCHOR Z • ANCHOR BOLTS AS PER PAGE ;� ; ^, BOLTS ® 59" O.C. W 5" SOUARE Y 0 • P. GONG. FOUND. WALL AS PER DETAIL UPON • P. GONG. FOOTING AS PER DETAIL '�Y WASHER 4 ENDNUT • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR i- Z �. • B.O. FOOTING 5'-0" BELOW 6RADE MIN. dJ '�4,r-,�x \ Q Z ri • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN #4 HOOKED VERT, t-Z m -� NAPPLICABLE) AVG. HEIGHT REBAR ® 45" O.G. GRADE �LLI (D• AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / FROM FOOTING �7 1 / 1 - N Ln STOOPS (WHEN APPLICABLE) 2_ b // #4 HOR. CONT. REBAR ® TOP II I • MASON TO ACCOUNT FOR FIN15H STONE ON THIN SET BOTTOM OF WALL (2 TOTAL) R FO HE16HT OF WALL 4 SLAB (WHEN APPLICABLE) 1 P. GONG. FOUND. WALL I I _ W 4" P. GONG. SLAB W bx6 10/10 WWM FOR PROPANE III' (MIN. 4p00 PSI) Nil 1 .. - a: O PLATFORM - PROVIDE MIN. (2) 'L' BRACKETS PER - 2 P. GONG. CONT. FTC,TANK W l p Z TO PIER MASAROUND BOTH ORS - PROVIDE STRAP TIE (MIN. 4p00 P51) 1 . ' (5) #5 HOR. CONT. REBAR i� _ p H 4" P. GONG. SLAB A PROPOSED A A-lo2 GONG. SLAB 6 MIL POLY d' MOISTURE RETARDER -- - 4" GRAVEL BASE '-4" _ PROV. GLEAN COMPACT FILL I7ETA I L. SECT 1 ON A SCALE: 5/4" = I'-O" PROPOSED AVG. HEIGHT CONC. SLAB FROM FOOTING 2 i 2'- 6 iv PROVIDE 5" (MIN) GONG. COVER OF ALL REBAR WITHIN P. GONG. FOUND. WALL5 4 P. GONG. FT6'5. PROVIDE STRAPPIN6 4 NAILING 26'-I jY4° AS PER CONNECTION 'D' IN "TYPICAL NAIL PROVIDE INSULATION REOU REMENT51 FOR UPL FTING 5ETNEEN CAVITIES SHEAR, 4 24'-8y2" PER ENERGY TABLE ON PAGE G-003LATE �® ERAESSTUD.GE g a 4'-6112" al_6 (WHEN APPLICABLE) ZO FLOOR SYSTEM AS NEW (2) 2"xb" P.T. SILL PLATES NOTED ON PLAN UPON SILL SEAL UPON COPPER Z TERMITE SHIELD =O 0 SEAT N NEW 5/5"4' HOOKED ANCHOR o h1 BOLTS ® 5a" O.G. w/ 5" SQUARE 8" FOUNDA410N WASHER 4 ENDNUT 0. O Z O. Lu W A-102 °11I\�v 0 o B Ii .a a #4 HOOKED VERT. II REBAR ® 45" O.G. I 2 a11° N W 00 =� AVG. HEIGHT �I m FROM 4- 0 TING 1 i : GRADE PROJECT: ALBERTS CORNER ` WORKSHOP � 4" FOUNDATION j 1' . SEAT Z GRAWL SPACE/////� P. CONC. 4,000 P51) 11 = / (MIN. PROPOSED 11 811 � 4" FOUNDATION SEAT 54100 MAIN ROAD #4 HOR. CONT. REBAR TOP, MIDDLE, 4 BOTTOM OF ° :. - z SOUTHOLD NY 11971 WALL (5 TOTAL) —�- 2-� - P. GONG. CONT. FT6. ip ° - DRAWING TITLE: p (MIN. 4,000 P51)(5) #5 HOR. CONT. REBAR PROPOSED FOUNDATION PLAN 11 ° - 11. 4" P. GONG. SLAB M b MIL POLY _ °• }� PAGE: MO I STURE I RETARDER d 4" GRAVEL BASE 1-4" _ 1 PRO\/. GLEAN — 14 I A-102m0ml COMPACT FILL F- DATE: 05/28/26 6 OF 9 PROPOSED FOUNDATION PLAN 17ETAIL. SECTION 5 SCALE: 1/4" = I'-O" SCALE: 5/4" = 1'-0"