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HM f5. •W TO" q5%D10/10 �T� PORCIN T6'PL.SLAB HK 3500 P51 CONW I FOOTING-TAld ELEV.=0'-0' REDr-ORCM I CM 14 a IYO/C EA •TAMP Z FILL O q$%DeaW I'-4 q'-4" 8'-8" 8'-10" (2)2"x12"HDR-) - - - IO 10'PL.FOUNDATION WALL WITH 20'-0" lo" 6'PL.FOUNDATION WALL WITH DAMPROOFING ON 10'x20" 2'XIO"DEEP FDI o III 4"SEAT II z DAMPRo0FIN6 ON 8'x16'PL. FOOTING-TA.W.ELEV.=0'-0' SLAB SEAT(T'YPJ I; W FOOTING-T.O.W E". 0'-0' _ _ t O -1 I I _ _ _ I I I I I uNFiNIScau%F b BASEMExr b z I L _ J 1 ao'ao-%v W. FDI ' ° '(R-El)CLOSED CELL SPRAY FOAM FDI Q M i I � II �� II �� III I I I I WAL ALONG M M PAGE OF RID. ` i ,/ JJ _ I III �- - _ _ _ �1 WAu�RU Hr r _ _ L - - - - - - J I AW/a Mr-,O� 10 21-0" lo'-lo° 2'-8" v Qj� M51d.ATED AS PER KYS.GORE. _ L L r I I I I ( I 2X8 AGO PLATE - - - - - - -_ LJ r- - ( I +HANGERS AT I �l �r L J L T v co I III I I � GAVATED I I FF--� j % I TRU55 BEARING - - o - I ry L O III I I //Pi/ 4"P.G.SLAB(MIN.3500 P51 GONG. U / \ I I NOTE "T" r - - - - U W/NO AIR)WITH bxb-10110 W.W.M. / I 1 I PORCH SLAB ❑ •6'PL.5118 MDL 3`.00 PSI XWIJ r� b"GRAVEL OR UNIFORMLY GRADED -I I I IMWORCW NTH 04 a Is'O EA ~� 10 AX 5TONE Ems- - ,- -- -, --, I •TAW i Ful.TO as% Ff FDI � � E[ `�J `u' `u' kol'r'T�-s r - - - - - - - - - J�- - - - - - - J 1 - - -i- - - - - - - JL - - - - - - - ;� I I I 2•x10' o- - _ - _ - _ � � '- - 1 - 1rII \`\alb i trt�sFAr � �r L'�, �.�„ I i I I I I I TYPICAL BA5�Nr COLUMN: I 4 __ I 312'A STEEL GOLUMN ON 30•x 3O x O 811 II► " i \ \ 12'DEEP P.G.FOOTING(TYPIGAQ �� 8� _ J 1 " 12'PL. ATION WALL WITH 5 6 I 5-2 28"-l" `� ( 26'-11" 10" 6'-8 6 l'b-8 1O I 15'-6" 8" D ING ON 12'x24' Z 21X10"DEEP FooTl TA w.ELEv:0'-0' O O i r SLAB SEAT(TYPJ r v L -) M 61RDE� f - - r L - - J� n �. II / i i I I I I I I I y -�\ 5 I I FDI Z �-, I II IIII _ - I I I I I FDI 1 1 2 POURED CONCRETE CHEEK WALLS O 12 I I I - - a 10 THIGKNESF W/3000 psi CONCRETE v i WI .(1)#5 REBAR 0 TOP d BOTTOM OF WALL HOOD FLOOR TRU55 5PECIFIGATION5: "' \' II - _ I 8 I I FDI I I I FDI I I -I II #5 REBARS® 4-0 OL.-VERTICALLY WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD GOMBINATION5 U51N6 - - - - - - - - - - - - - - - - - - - - - - FDI 1 - -rr -��-r=-� I I I I I- - - -1 POURED CONCRETE FOOTING L- ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. I I 1 �- - - - _+ -/ I I 351.6" I I 10" I -5-0" II 10" ;��)#51x 105 1°1�P� F°°TING O a� � 51� // 8 I cv i N - - - - - - _- - -DEEP - - - - - - Z u; (rYPJ EP FDI I ( - T_ � - - T- -7 - T-- - -- - T- - � I I I- - - -j II ❑ 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: I I I I I I TIYPIGAL BASLR�M SLAa I I ( I I ( I- - -�, � II D - (EQUATION I b-8) 4'-2" 6'-4"� \ 0" I - L J - J - y4'PZ bLoaMlWZ0d MZONC,)J - J- I I - RAILING BOLTED TO FOUNDATION D + L (EQUATION Ib-q) D = DEAD LOAD,L = LIVE LOAD, •4.00WACTHO GRAVE BASE I - ' - •,006 MIL I"MYEMB€VAPOR BAMER - I I - -- -I II WALL®EACH SIDE.RAILIN5 TO _ -f - I II ABOVE STAIR A�OF STAIR®36 N NWFORM4Y GRAD®STOW W/A MAX. I - - - - - - �e 1 SIZE A6a;b9ATE OF�'-COMPACT TO I II 10'PL.FOUNDATION WALL p q5%pgl" FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOU LOWING DESIGN LOADS: WITH DAhPROOFIN6 j\\ / L� L UNEXCAVATED I 6"P.G.SLAB W/ �v - TGLL = 100 P5F, TGDL = 10 PSS, AND BGDL = 5 PSF 1o•x2o'FOCVNO-TA1•L �, l J I 1 II o '4"P.G.5LAB(MIN.3500 P51 GONG. I ® 12 0/G EACH Y III N ( � I II T- ELEV.=0-0' 8" 6'-6" / W/NO AIR)WITH bxb-10110 W.W.M. OVER EXGAVA D BASEMENT N ry TRU55E5 5HALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L14bO AND A TOTAL LOAD 1 AREAS NO STORAGE OF POOL CHEMICALS I I FE I -1 „ m I a b"GRAVEL OR UNIFORMLY 6RADED SHALL BE PERMITTED IN BASEMENT 1 I � METAL SILL I SLOPE 4'PL.FLR SLAB TO m DEFLECTION OF THE LE55ER OF L1360 OR .15 . �- III I Y2 MAX 5TONE BASE I III I I 1 UP 14R II METAL FLOOR DRAIN 2 BASEMENT AREA= 1,915 SQ. FT. r L i 1 Ij FLOOR DRAIN TO APPROVED W TRU55 DE516N DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND _ DRAINA6E SYSTEM m U) APPROVED PRIOR TO INSTALLATION. TRU55 DE516N PRANINC75 SHALL INCLUDE THE FOLLOWING 10 I I I PROVIDE JOINTS AS NECESSARY ARY I III /�` NNo�rTd�-� �c�E - -I I •5�F II o INFORMATION: FDI I I I I I I // \/ SECTION a 2.1 .I 1500'50 r. I I 511W FIRE o II m . LOCATIONOAND LJOINNG. I I Y - - - - - - - - - - - - - - - - - - - - FDI 2. LOCATION OF ALL JOINTS. ( IN 3. REQUIRED BEARING WIDTH5. 8" I 35'-2" I ( I 26'-11" lo" 8'-b• 8'-b" 8'-6" " _ " I " 2 8-6 l 6 O .I. TOP CHORD LIVE LOAD. � - a 1 5 3 4.2. TOP CHORD DEAD LOAD. - 1 4tlT 4.3. BOTTOM CHORD LIVE LOAD. IN N FDI '`` 4.4. BOTTOM CHORD DEAD LOAD. III UNEXCAVATED i I I I FD1 1 "�I " r- T -1 'LVL- ( r , \ IL�a_LVL r 5 \z °L - 45. CONCENTRATED LOADS AND THEIR POINT5 OF APPLICATION. I *4'P.G.51A8(MIN.3500 P51 GONG. I I 1 i 0 61 RDER =� L Lop J L J / p Q W/NO AIR)WITH bxb-10/10 W.W.M. L - � 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. b'GRAVEL OR UNIFORMLY GRADED J - - - -� \ �2r-1 I I I-' - I I 12'-0' I I Io° i 5 lo•PL.FOUNDATION WALL WITH b. EACH REACTION FORGE AND DIRECTION. G �I y2"MAX STONE BASE I I I I I I I FDI IINC ON 10•x20•PG. F- 1. JOINT CONNECTOR TYPE AND DE5GRIPTION(E.G.,SIZE, THIGKNE55 OR GALE) AND THE I TYPICAL BASET ou1MN: A1^!ELEV. O-O' C Z DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE 5YMMETRIGALLY I I I I -P .I I ZD I I 1 12 I - W T 1 ( 0 STEEL COLUMN O1TB6"X36 iC b FDI FDI R6 Q N N N °' M LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A - I 12'DEEP P.C.EDDYING ICAU� SDI GALVANIZED STEEL PLATE5. I - - - - - - T 8. LUMBER SIZE,SPECIES AND GRADE FOR EACH MEMBER. I I I - F III I / Io•PL.FouNDATION WAIL I I �� - - - - - - - - I _, 2 0 0 .� � � 8 WITH DAMPROOFIN6 ON I I �� 1 1 I 0 q. CONNECTION REOUIREMENT5 FOR TRU55 TO GIRDER-TRUSS, TRU55 PLY TO PLY, AND FIELD 10"X20"Foam-T.O.H. I I - I FDI o ELEV.=0'-0' 1 I SPLICES. I - o _ - - - Al 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 2`x10'DEEP II. MAXIMUM AXIAL GOMPRE55ION FORCES IN THE TRU55 MEMBERS. _ - - - - _ - \ A / I = SLAB SEAT 1z"PL FouNDATwN WALL f ' / J 1 WITH DAMPROOFING ON 12 REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS_ � Io" b'-b" I 1O" \\ \ / !I I ,-0" I I � I I 12'X24'FOOTING-T.O.W. TRUSSES SHALL 8E DESIGNED IN AGGORDANGE WITH ACCEPTED ENGINEERING PRACTICE. THE Tr - - - - \�/\ - �I I'-8^� lo" b'�" 4'SEAT I I I 6I b i( ELEV.o'-0• DE516N AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH D'P.C.FaWATION WALL I � 1 91 o I I I Fpl Frr AN51/TPI 1. THE TRU55 DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A RE615TERED a�DPAhPROOFI ON I q I `o - - 4'SEAT I 1 PROFE55IONAL ENGINEER IN THE 5TATE OF NEW YORK. '� T.O.W ELEV.=0'-0• i T FDI I II II o I I P ,g & cV 1 •6'PL.SLAB MIK 3500 P51 CONG,1 TRU55E5 SHALL BE FABRICATED IN ACCORDANCE WITH THE M55 SHOP DRAWI NGS FROM I I I I _ = WWORC.ED WnH 14 a 12'O/C EA " TAMP 4 FILL TO q%096MY AGGURATELY GUT HOOD MEMBERS GLAMPED IN RIGID FIXTURES DURING A55EMBLY TO INSURE TIGHT FITTING JOINTS. FD1 �o �/ TRU55E5 SHALL BE IN5TALLED PLUMB IN THE PROPER ORIENTATION AND 5PAGIN6 SHOWN ON TRU55 DRAWINGS. THE CONTRACTOR 15 RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRU55E5. THE GONTRAGTOR SHALL ENSURE THAT ADEQUATE BRACING HA5 BEEN r -8" lo" 6'-6" 13'-4" 7'-4" 8" `V I I'-2" 101-b" 8" I I I'-2" DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN TYPICAL PORCH SLAB �r tr o 0 0 0 0 0 0 0 0 0 0 AGGORDANGE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBGA BUILDING COMPONENT I - •a•PL.SLAB MDL 3500 P51 coNG! cn I PORCH K 3500 PSI COACT 0 0 N 0 U N U U U U L - _ J N REINFORCED WITH bxb,10/10 KKK I REr►rORrED WITH 6x6,10/10 W14ML SAFETY INFORMATION (BG51) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRACING = I = - - - - - - - WINDOH 5GHEDULE A B '�• WINDOWS TO BE "ANDERSEN 51LVERLINE" 5ERIE5 3000 ' D/ 4-IBa FADE WAII_s FROM RV qN6 STUD INTO WADER ( ' ^� E WIN WINDOW SIZE HEAD HEIGHT TRANSOM SIZE TYPE REMARKS IDWINDOW L5TAI2 STRAP W/ U 0 x b'-0" ® b'-0" HD. HT. 3'-0" x 2'-0" DOUBLE HUNG (3) 2Xb INT. HEADER 5-IOD NAILS EALFF BOAT Ow AT SPNIS W To 6 MET 104-0 5'-10" 2X6 aNs sTWS aANh EACH.AGK STV ^^'' THD FOR SPANS 6 TO 12 MT W 2 61'-4 II 1 II I 1 I 11 (3) 2X6 INT. HEADER 4 TO POOL 5 b" ° 21' ' OB (2) 3-0 x 6-0 ® b-0 HD. HT. (2) 3-O x 2-O DOUBLE HUNG -8" ISbn V170 FM SPaLs TO w�r 2x6 wcK sT1175 NnNJ i 0) 0 MULLED Tfi�AT SPANS>Ir LOGATI ON TM AT SPANS<b' 4—J =3 u) � L p TWO AT SPANS FROM b'TO 12' '6"0 N p> I II 1 II 1 It 1 II i N •pmmq > U UP1�NdfB�OTH ON N>:CO 31-011 x 5'-2" @ 1'-0" HD. HT. 31-011 x 1'-0" DOUBLE HUNG 33'-0" 30'-0" EXTERIOR AND INTERIOR BEARING U � : -so 2 OD 3'-0" x 6-0" ® S'-O" HD. HT. DOUBLE HUNG Q ) M WALL HEADER GONNEGTION 1 M - 14"SQUARE 1-11346R4 _17I N 000 PERMA CAST GOLUMN u U c° LINE OF WALL® W/5QUARE FLAT GAP 1 O 5'-0" x 2'-0" ® b'-0" HD. HT. FIXED LOUNGE BEYOND BASE(OR EQUAL)(TYf') a OF 1'-b" x 5'-2" ® b'-0" HD. HT. DOUBLE HUNG 3 "x12•P.T.LOW 61RDER _ 2"A2"P.T.LON 6 6"xb"P.T.P05T W/ �I I I 1 I I� — b"xb'P.T.P05T W/ OG (2) 2'-b" x 4'-2" X'-X" HD. HT. DOUBLE HUNG 51MP50N 5G52-3/6 ' 51MP50N BG52-3/b P05T GAP ANCHOR 4 X�1 I I I I ' P05T GAP ANCHOR d 51MP50N ABUbb & VERANDA cv 3 5IMP50N ABUbb " of I I I I o P05T BASE(TYP) H (3) 2--b" x 4-2 � X-X HD. HT. DOUBLE HUNG � P05T BASE(TYPJ NOTE: NO DOOR5 FROM CLUBHOUSE I j I I I I I 10'-10" 10'-10" JO (3) 3-0 x b-0 @ b'-ON W. HT. FIXED TEMPERED EXITS DIRECTLY TO POOL - - ENGL05URE AREA - - - - - - - - - - - FTT -1 - - - - _ - - - - SEE PLAN FOR LOCATIONS FOR TEMPERED GLA55 - - - -�' - - - - - - - 1- .-.I- .+ -I - - - - - - - - - - - -- - - � r - - - - � - - � I I I I I I oI Q II II QA II I ALL EGRESS WINDOWS (SHOWN MIN. 3052) HAVE A CLEAR OPENING OF 5.-150. FT. OR GREATER. CLEAR � L _ - J L _ _ J L _ _ J L — _ J HD OPENING WIDTH OF 20" OR GREATER. CLEAR OPENING HEIGHT OF 24" OR GREATER (3) I /4"x 14"LVL H 4'-5" 10'-0" 4'-II" S'-8" I'-4" I 1 4'-II° 4'1" 1 -41' I 4,_1" 4_l.. 6.. u, WINDOW SCHEDULE AND 51ZE5 TO BE VERIFIED BY WINDOW SUPPLIER PRIOR TO ORDERING 1 — 11 _� - 15'-0•SOFFIT I I F- r - r I I Z) NOTE`A" O 4 I I I LI- J r - - - - - - - - - - - -i L - J W HD O O cv HD ON�±2" -_' / DN�±2' I I (3 2"x8"H i — _ 8 HDR 2-2X�HDR 3-2X6 I 1 U o _ 2-2 HDR POST I I 6"xb"P.T.P05T W/ Q m 3030 SINK EXIT Q EXIT 51MP50N BG52-3/6 zLn 2-2X8 HDR m SHOWER - SERVICE_ tt' �r I / I P05T GAP ANCHOR 4 — — DRESSING ry JANITOR CL SINK — — —— — I 17'-0" STEP CEIL I 51MP50N ABUbb m 0' 5'-0' 4" 8'-0" r 4" 5'-6" LOUNGE I P05T BASE(IYPJ V DOOM SGHDUL� �n o \ I 36 OCCUP. n J PB 6A5 \ I I 3 2x12 P.T.LOW GIRDER _ GES. _ - - — — — — — — — — — — DOOR SIZE co WOMEN'S / _ SHOWER ry_ ® I I O NATE X 26- \ I I 14'5mARE HBtG 7 PERMA CAST COLUMN V ODOR 10# b" 5'-0" 6" 7'-10" b" I I'-2" FD. 4" 3'_8" 4" �_p" 4., .GLA55 D � I 1 I W/SQUARE FLAT GAP 1 �j WIDTH HEIC7HT THICK MATERIAL REMARKS (D-- EXIT I ■DEEP HEAR F� 1 I I 1 BASE(OR EQUAL)(TYP) ❑ �� 1 5 "' O ° ' � O1 3'-0" l'-0" 13/6" GOMPO5ITE INTERIOR - - 1 - 1 1 ;r `� 2 I 1 I / 1 COVERED 4 1 I g 1 PORCH (Vi 17'-0" STEP CEIL b' 5'-0" b" 1'-l0° 6" I a MULTI PURPOSE 2020 TR- 6020 TR- 2020TR O EXIT o Z I FO ROOM I I O2 b'-0" b'-0" 13/4" FIBERGLASS (3) 2X6 INT. HEADER � O OPEN UNDER VANITY,FLOORING ; � / _j I- - - - - X TO CARRY TO BACK WALL.SEE � I 24" 5L - 6030 FWO - 24" SL $ SHOWER DETAIL ON SHEET HG2 5'�" b' 1 i I 21'-2" WITH PANIC EXIT HARDWARE ®D MEN'S I I I 1 (291�4'X 4 Is'-0"SOFFIT O ZO �•{•� O 4 E N 11 d = LVL H O (2)13/4"x11$' T p 4" 8'-p" 41' i 4 I INT.BEARING WALL DN±2' 4010 TR o _ u, LVL HDR L - - - - - - J j 3030 X X `�' TYPICAL MAST REMOTE _ Z 3 3'-0" 7'-0" 1 3/4" FIBERGLA55 30-10 FWO WITH 12" 5L - "' SHOWERry R4 R4 DISTANCE TO BUILDING EXIT OST � o'-o' cE� O (2) 1 %4"x II Ye"LVI� PANIC EXIT HARDWARE - - DRESSING N \ PER 2010 NY5 BUILDING CODE X /PANTRY i _ Exlr _ f' - - - - - - " = 2-2X8 HDR ®Fn. 5_011 3' " 5'-0" 4" '_ \ TABLE 1016.1: 102'-7"<200' R4 R 60`CLEAR RE r 1 C _1 DN 14R Z 6020 TR o _ \ // b' 12'0" l 4" 8�I" I Is'-0" i n -0„ 10' O (3) 2X6 INT. HEADER - / U O4 b'-0" b'-0" 13/4" FIBERGLA55 __ _� / 1 _ _i I 10'-0" CEIL101-01 1 N 6030 FWD \ / _ I T- \ 51 K STORAGE I l0-0SOFFIT 1 — O WITH PANIC, EXIT HARDWARE \� - , „ - - - - - - - - - �' - 1 r- J J I v O EXIT �� A 15'-0"GEIL � + I 1 BASEMENT SO 3/4 HOUR "G" LABEL STEEL EXIT GREAT ROOM � ■ O 3'-0" 1'-0" 1 3/4" INSULATED STEEL FIRE RATED DOOR W/SELF ° m 100 occuP. I I ACCESS 12 Z CLOSING DEVICE b" X zr I 11'-0" STEP CEIL TREADSI ❑ o R4 _ _ _ _ _ _ _ _ _ 1 LIBRARY _o I (3) 13/4"x II Ya"LVL HDR INT BEARING WALL s� / \ I ' m _ WINE LOCKERS IS"x24' I o 1 42 MSH GUARD cv RAIL ON 10'POURED / \ 2_2X6 DEEP STACKED 4 HIGH I I GONCREM KALL5 6 b'-0" 7'-0" 13/4" FIBERGLA55 0 0 � � POST To 8'-0"AFF 6080 FWG X / \ 12'-0" CEIL I I IL R4 \ Q WINE 0 1 m LOCKERS WALL ART 1 3010 FWD rm I 6'! 6'-0" 6° 28'-6" b" I 26'-8" I bn O I I O 3'-D" 7'-0" 13/4" FIBERGLASS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2o'-a" "3' 0' q'-o"x 8'-0"5.0. 3' o° l0" PANIC EXIT HARDWARE -1111 N O L —_ J ca ACCESSIBLE DRINKING FOUNTAIN: , 1 1 1— m e i i I SEE DETAIL ON SHEET HG-2 FOR I I I I 3-2X6 I - 10'-0"SOFFIT 1 m 1 O ® U) NOTES: ( 1 ry 1 CLEARANCE REQUIREMENTS p' OA I � I 1 1 POS L I 1OL m I N� I RD ALL GLAZING IN DOORS TO BE TEMPERED SAFETY 6LA55 L -_ J I �, L 3--p� 0 4 ❑ - - - - - - - - ALL HARDWARE TO BE APPROVED BY OWNER 1 I5'-0" I I I I I ry EXIT I 'z - - - - - - - EXIT - -1 I AO m 17'-0" STEP CEIL NOTES: I I cz 17'-0" STEP CEIL _ I�� I I LOUNGE 1 I I `� A C J 1 3'-0n 2'-0" lh 5'_4" 4." 5'-0' n n n n " O F _ 7 I FITNESS `r I L I n 4 2-0 4 1-8 b 1'O" 4'b" 6" 6" ALL 0IMEN51ON5 ARE TO FRAME 1 1 1 18 OCCUP. N I , I I (2)13/4 z11'4" (?al3/'x11'4" FE ry I I O I I I LVL HDR LVL HDR INT.B WALL O = O I T.BEA N6 — INSTALL AS PER MANUFACTURERS SPEGIFIGATIONS _ I (2)13/4"x 4" (2)13/4"x 4" 3'-b° 4'-0° L _ J I I I�� I I o 1 LVL HDR 46, LVL HDR - CL. 10'-0" CEIL o �' — a? O R5! \ / O COATS � LAV. FACP G Z m B L — J I L O I w ilj kl ry O r Lam=,J 60"CLEAR Rb LL► [T] FIRE BLOCKING _ _ � \ / � = NOTE "A" `V - - - 4444 - - ,- V- WC / O`r U o 711.2.1 FIREBLOGKING MATERIALS. FIREBLOGKIN6 SHALL GON515T OF 2-INCH (51 L — J 15'40'GEILIN6 — I I X X EXIT 15'-0" CEIL `r O MM) NOMINAL LUMBER OR TWO THICKNESSES OF I-INCH (25 MM) NOMINAL LUMBER EXIT R4 R4 R4 0 RECEPTION WITH BROKEN - (2)13/4'x`�'a" 2-2X6 HDR 2-2X8 HDR � 2 Xb HDR O LAP JOINTS OR ONE THICKNESS OF O.lIQ INCH (18.3 MM) WOOD INT,BEARING WALL LVL HDR —_ _ _ —�_ I— r� _ 10'-0" CEIL Q I II �`J II I — 1 OFFICE o STRUCTURAL PANEL WITH JOINTS BACKED BY O.11q-INCH (18.3 MM) WOOD -2x8 ++� O 'O _ �, " 1 " L_ JL _ _" — JL J I La _ J - I Eli = STRUCTURAL PANEL OR ONE THIGKNE55 OF 0.15-INCH (IQ MM) PARTICLEBOARD X b 3-5 -5 b 12 0 b 3'-5" 3'-5" b" 12'2" 4" 10'-0" b" 'x6'P.T.POST W/O IMIP50N HG52-3/6 WITH JOINTS BACKED BY 0.15-INCH (IQ MM) PARTICLEBOARD. GYPSUM BOARD, STORAGE R4 'z L — J L -J (3) xb HDR (3)2 xb HDR (2) 1�4"x41'4"LVL 2 e 51►�P`>oN A IOF 15'-0" CEIL 1 . ■ ■ 05T GAP ANCHOR GEMENT FIBER BOARD, BATTS OR BLANKETS OF MINERAL WOOL OR GLA55 FIBER 0 1 I VESTIBULE � I O I� r_ — , r _ 711 , FLUST6 RDER 51HOST BASE B" OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE I i I I I N I I I (3 2"xb"HDR SECURELY RETAINED IN PLACE SHALL BE PERMITTED AS AN ACCEPTABLE _ _ _ ) �I 15'-0" CEIL L — J - L — J L FIREBLOGK. BATT5 OR BLANKETS OF MINERAL OR 6LA55 FIBER OR OTHER YOGA ROOM 4 2-�� 3 I I "D pIV 10'-0" CEILI I APPROVED NONRIGID MATERIALS SHALL BE PERMITTED FOR COMPLIANCE WITH 7 occuP. - Y4'MAX TEP 2 0 4 MAIL ROOM �, �I I I II O II I QI I d ry THE 10-FOOT (3048 MM) HORIZONTAL FIREBLOGKIN6 IN WALLS CONSTRUCTED � 4'-2" b'-b" 4'-6" b" � ■ L — _ _ J L_ -J I " U51NG PARALLEL ROWS OF STUDS OR STAGGERED STUDS. L005E-FILL INSULATION 24-0 b b'-lo" 13'-0" -lo" a 4'-4" 5'-2° 3'-0° s'-b' s'-o' b' u'-3■ XI I MATERIAL SHALL NOT BE USED A5 A FIREBLOGK UNLESS SPECIFICALLY TESTED IN 4 THE FORM AND MANNER INTENDED FOR USE TO DEMONSTRATE ITS ABILITY TO (2)13/4 x Iy4 3 , " I o = (2)1/4 X�4 I m_ REMAIN IN PLACE AND TO RETARD THE SPREAD OF FIRE AND HOT 6A5E5. THE LVL IOR LVL HDR I I IPERMA cAST�ca�MN 6 0 0 0 0 0 0 0 0 0 0 6RITY OF FIREBLOGKS SHALL BE MAINTAINED. ry W/SQUARE FLAT GAP d 1 I 5 > > 5 > 5 > > 5 > r BASE(OR EQUAL)ln'PJ w w w w w w w w w w I II Q I i it Q I x 2`P. ._t _ _ _ ■ ■ — ' 111.2.2 CONGEALED WALL SPACES. FIREBLOGKIN6 SHALL BE PROVIDED IN (3)2•x12'P.T. LINE OF PORCH 1'-8" I'-2" II'-8" I'- ' 1'-8" N — LOW_IRDE&_ _ CONGEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED BEYOND o 1 I � — — — — — -, o SPACES, AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS � I 1 FOLLOWS: b"xb"P.T.P05T W/ 6"xb'P.T.P05T W/ 51MP50N B652-3/6 SIMPSON BC52-3/b A. VERTICALLY AT THE GEILIN6 AND FLOOR LEVELS. 6AP MGI OR $ POST GAP ANCHOR d B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. I I I 1 51MP50N ABUbb 51MP50N ABUb6 Z P05T BASE(TYPJ P05T BASE(TYP) w a O 111.2.3 CONNECTIONS BETWEEN HORIZONTAL AND VERTICAL SPACES. 0 FIREBLOGKIN6 SHALL BE PROVIDED AT INTERCONNECTIONS BETWEEN I I to of I i i I 1 1 Lu w w CONCEALED VERTICAL STUD WALL OR PARTITION SPACES AND CONGEALED o 0 U Q HORIZONTAL 5PAGE5 CREATED BY AN A55EMBLY OF FLOOR J015T5 OR o I ISI I Z O TRUSSES, AND BETWEEN CONGEALED VERTICAL AND HORIZONTAL 5PAGE5 - I I. 0.I I O SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE GEILIN65 AND OGGUPANGY A-3 A55EMBLY I I X XI I U) 4 51MILAR LOCATIONS. 1 Iry PANTRY = I OCCUPANT I In �I I NOTES: H15 t HER TOILETS ❑ STOR/ GOAT/ FAGP 1 1 I I • FLOORS TO BE OF 5MOOTHE-FINISHED MATERIAL " "�` " ' WINE STORAGE = 2 OCCUPANTS I I I I J I I I I WITH NONSLIP SURFACES, IMPERVIOUS TO OFFICE = 2 OCCUPANTS MOISTURE, EA51LY GLEANABLE AND SLOPED ATco ; w '"�'"�'°R WAL�` -Y VESTIBULE = I OCCUPANT LEA5TY4" PER FOOT TO DRAINS - - - - 4444 - - Z � Q -UL AP Q ■ z 0 o < 2-0 a-o -b • JUNCTIONS BETWEEN WALL5 AND FLOORS SHALL -s/e•APPROVED srPSL�BOARD — _ _ _ _ _ _ _ _ _ _ — -2x4 OR 2x6 STUD5 AT i6'OG MULTI-PURPOSE RM/ 5'-7" 13'-l0° s'_7„ -5/8'APPROVED�,"'BOARD � LOUNGES = 137 OCCUPANTS -' BE COVERED AND OF SMOOTH, IMPERVIOUS o 2s'-0" b'-la" 13'-0" b'-lo" 12'-b" lo'-b" 12'46" MATERIALS, FREE FROM CRACKS OR OPEN v HALLWAYS = 2 OCCUPANTS JOINTS 2 x sTw FIN6, DRSG AREAS = 4 OCCUPANTS 36'-0" 26'_8" 35'-b" Q INMZM AND EXTEROR WAI15 w FLOM LIBRARY = �1 OCCUPANTS 4'-2° _ • H05E BIBBS SHALL BE PROVIDED WITHIN THE _ 71 RECEPTION = 2 OCCUPANTS 4011 �.f �1 BATHHOUSE TO ENABLE THE ENTIRE AREA TO BE cvn FLUSHED WITH A 50 FOOT H05E ''nn ❑ F I TNE55 = 25 OCCUPANTS � u S E r' O l t 017 RATED INTERIOR WALL ASSMEBLY X TOTAL OCCUPANCY = 183 OCCUPANTS A B • H05E BIBBS SHALL BE PROVIDED WITH R6 Southold Town ANTISIPHONAGE DEVICES JOB NUMBER Plar:niny Board 2016023 GYPSUM GONSTRUGTION SHALL COMPLY FIRE EXTINOU15HER5 TO CODE F.G.N.Y. 5ECTION -COMBINATION EMER6ENGY EXIT 516N AND LIGHT WITH BATTERY BACKUP pD�� WITH NY5 BUILDING CODE SECTIONS AND " M1306.1 APPLIANCE GLEARANGE: 6ENERAL CONTRACTORS AND 5UBGONTRAGTOR5 r0 REVIEW SHEET NUMBER AUTOMATIC EMER6ENGY LI6HTIN6 SHALL BE INSTALLED IN THE ENTIRE SEE SHEET HC-2 & 3 T�2506,AND 25ob. *A*: NOTE 'X":,6A5 FIREPLACE TO BE SELECTED APPLIANGES SHALL BE INSTALLED WITH THE THESE CONSTRUCTION DOCUMENTS UPON RECEIPT FROM y, ' Q 006. MAXIMUM TRAVEL DISTANCE TO EXIT BUILDING TO ILLUMINATE ALL EXIT AGGE55 CORRIDOR5,STAIRWAYS, INTERIOR AND EXTERIOR NR GLAZING NOTESHADED AREA DENOTES BY OWNER AND SHALL COMPLY WITH 200 ARCHITEGT AND REPORT ANY AND ALL DISCREPANCIES LO L N RECREATION a CMD CARBON DS DETECTOR EXTINGUISHER - 15'-0". A55EMBLY SPACES,EXITS,AND EXIT PATHWAYS,BOTH INTERIOR AND FOR HANDICAP CLEARANCES 5/amIBOLTI IMN O FOUNDA ONATW COMPLY WITH NYS BUILDING WIDTHS OF 2x BLOCKING BETWEEN NYcSE�c�TION 1032 AND 2010 FUEL GLEARANGES FROM UNPROTEGTED INCLUDING ANY DIWK510NAL CONFLICTS,IMMEDIATELY TO - GORE SECTIONS 11145 2403,2404, STUDS.SEE SHEET HG2 FOR 6RAB BAR GOMBU5TIBLE MATERIALS A5 INDIGATED ON EXTERIOR 2`106,AND 2401. MOUNTING HEI6HT5 AND LOCATIONS 6A5 CODE SECTIONS S2 6012 � ARCHITECT FOR CORRECTIVE MEASURES PRIOR TO u _ i II PROVIDE FIRE RATED CABINET. -ILLUMINATE EXIT 516N5,WITH BATTERY BACKUP,514ALL BE INSTALLED BOTTOM of DOUBLE STUD POST 6041,AND 6042 THE APPLIANCE LABEL AND IN THE CON5TRUGTION.DO NOT SCALE DRAWINGS.DIMENSIONS 5HALL BE 5GALE: 3/16 = 1'-0" FLOOR AREA= 6,286 50.FT. ((D OVER ALL EXIT DOORS LOGATIONS INDICATED"FO.ON PLAN, MANUFAGTURER5 INSTALLATION IN5TRUGTION5. GALGULATED AND NEVER 50ALED UNLE55 OTHERWISE NOTED. COVERED PORCH AREA= 1,242 50.FT. BUILDING SEE DETAIL I/R3. MAIL ROOM AREA= 26150.FT. LU COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED W B PRE-t31*tBZED ROOF m TRUSSES PER TKM HAR F 4-. 7 V a " 514"STRONG-TIE s n , MTS STRAPPING(IBt6TH5 VARY) p- GONTIRM HALL%t-AnW TO TOP OF TFJJ%HM- 4EEL M6W VARE5-SEE TRU55 PRAHN65 FOR •� i-- N(C:4} ACTUAL WEL H56M U Lo L XN� M W co CD cn 12 1A U VARIES ~ co N co ttann_ (O v a 6ur,EFZ A B 8'FASCIA ED 1`25 �f VLWTED VINYL SOFF O 2"x(2"P.T.LOW GIRDER —Tr----il Ir—II— M-2 xf2 P.T 0—ll^ 6rRD�€R—Tr 11— fr LEAVEZ To VRYW=LL-T 7 15'-0'PL.HT. L A L J I 15'-0"PL.HT. I w I � I DETAIL 1 O.H. oH. o I I'-4' R5 I I N 'R" Q I I O.H. NOT TO SCALE R`� ALIGN FASCIAS 15'-0"PL.HT. Z ✓✓✓ 7-10d NAIL5 TO TRU55 8-&d NAIL-5 J 12 12 J - o w U 51MP50N MT5 TWI5T STRAP AT EACH TRU55 �' � �,) N - - - � 2-2Xb L5L TOP PLATE AT I �I z M� INTERIOR BEARING WALL5 10'-0"PL.HT. III( 0 � r - - - - - - -� I II U — c) 51MP50N Hb TIE AT EACH - ° ° STUD NOT CONNECTED ALIGN FASCIAS I'-4' I I /� / \\ 1 r - I //� /�\ ° °p DIRECTLY TO TRU55 O.H. - - - - __ - - - - kL-- _�/- - - J I- �- J -I L J - - - I I i-4 I"' W 8-8d NAILS c 6 (� I I O _ = �-1 r - a - - - - - �- - - �- -' � � r I O.H. z 7-I0d NAILS TO DOUBLE TOP Eq I I I ( 1 L _ _ J i lo'-0'PL.HT. v PLATE OR NAIL i I �'� I �`�� II �� II III I 4 I I I I F- -I _� ij 5T1)D F AL16N5 IDER�TRU55. - JJ // Jill Q H I_ _I I - - - - - - I ❑ 10'-0'PL.HT. - - _ -� I II 11 //�` =4 0 'z I 1 II II \ I 1 I � I II 2 _ 0 T-COW 6fRDFR - rl�� USF IN GONBINATION ONLY Wi-�N STUDS AND � ( — — — _ To 'F:AFTERS DO NOT ALIGN I I I I `� �_� I � � � L = � NOT TO SCALE R5 II I I - - -LJr j - - -GONTINM N / H U / i (R-1q)13ATTT b' I II I 12 SyA r l 8 12 ,Q'� W 1 1 Q T1 ° I I / �1�� I i g I I 11 3 IOH. o L - - J� - - — 11�6E- —i—`- J —_- JL - - - - - - - J r/� 12 -I- - - - IJ-2Xb L5L TOP -1 a I I I 1 V I r — - - - VqN� — _ 1 1 � r - - - - - - - INTERIOR (Y. I I I PG LAIT TWALL(rYP) - -Z — - -� I AIN C41 I I Ii e 1 c/) Qi v 1111 INL \ \ 1 2-Rxb LSL TCP 1 1 Nr �Q ml I O TE INTERIOR ► ' U CEILING JOISTS 1111 �Q L— - - PLA AT I _ - J I L - - �j% BEARIN6 WALL(TYP) I PER PLAN 1111 7 1 I_ I Z% � INT.BEARIN6 WALL _� I I _ _ _ _ _ _ _ _ r 7 O _, ..:.. ,,:...:....N. � ' �`-"I I � ° � SL L � I �=� r � -�ir�rr�rrrrrrrrrrrlq-rr�rr�arirrr�\ rrr�rr i� � � J � 6YPSUM BOARD I J I JJ 1 I \�, t°�] I I \ 1 PER PLANS - - = I I I 1 " IIII I yA � qI � g THEEN BATT I 1� I �%�� II �%�� I I I 1 I r rt n II _ - - - FDI — �IBETWEEN CEILING tr o 1 1 L� - - - — � L — _ - - - �- - - - - L 10'-0"PL.HT. -1 r - - - - - - - TYP. FLAT CEILING @ ATTIC DETAIL 3 b'-bo b-b O.H. 2-2X6 L5L TOP TW155 RIDGE W/VENT � - - - - �- -�L _I - J L - - - - - - J I I �r -1� II I INSULATION DETAIL NOT TO SCALE R 5 �° I 8� PLATE AT INTERIOR - T- - T- - - T- - T- -I T- - -1 a I -1� o BEARING WALL(TYP) ALIGN TRU55 RID6E5 I I I I I I i I I I I I I I 41 WOOD ROOF 5 5H SPBE DEATIONS: - J�� /�/ iL B�f�I�/�7/ /tom/ / �/�/ 8 ,� I I Ij� - - SIJ ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD GOMBINATION5 U51N6 ALLOALL WABLE STRESS =___ DE516N PER 5EGTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. I I \\\ \ / 5EE M FOR A A 1605.3.1 BA51G LOAD GOMBINATION5 U51N6 ALLOWABLE 5TRE55 DE-516N: I Ii � � STRAPPING(TYP) � � / I I TRU55 RIDGE W/VENT IJ I 1 � �I- pow"PL.HT. � D (EQUATION I6-5) II I � "R" i ( 11� - - N D + L (EQUATION Ib-q) I II I I I I I I I ° I I ALI6N FA5GIA5 0 + 5 (EQUATION 16-I0) 1 1 1 1 III D + .bW (EQUATION Ib-12) I I -1 I I II D + 0.75 (.6W) + 0.75 5 (EQUATION 16-13) o.i. I ��e 1111 I ///�`\/ \\\ o (- _ l- F 7 I 1 ry 1 I / 4 o D = DEAD LOAD, L = LIVE LOAD,5 = SNOW LOAD,W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS 5HALL I BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF A5GE 7-10 FOR 130 MPH ULTIMATE DE516N WINDI I ryL I lo'-0'PL.HT. H SPEED (101 MPH BA51G DE516N WIND SPEED) IN EXPOSURE CATEGORY B. i II i w it 0 \ z _ �I I ry� 2-2X6 L5L TOP �i- S U55 RIDGE= 12 ROOF TR65E5 SHALL BE DE51GNED TO SUPPORT THE FOLLOWING DE516N LOADS: '�' PLATE AT INTERIOR W VENT �8 I w �L1 BEARING WALL(TYP) L /� y''d p cri o o co 0 of o TGLL = 20 P5F PLU5 UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR 12 `� o �� Z off a N N " � N Lo Lo r "' — / _ S (� O (V d v v ui Lo '7 ui BUILD UP LOA05 A5 REQUIRED BY A5GE7-10 , TGDL = 15 P5F, BGLL=IOP5F, AND BGDL = 10 P5F. PROVIDE �II� a� z I I �� I i RING WALL - - - - O 1 N 1 I ��- - - - - -�� - di��ii�a� r� - -X12 ii�rrr�rr - - -�r� r�Xi/l/r = - - ADDITIONAL 25PLF TGDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. � f cv, �Q �� o J - - - - � \ i �' II II II 11 TRU55E5 SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L1360 OR .15". C ("1 `� - ' v` I O I I '� 2 0 G TRU55 DE516N DRAWIN65 SHALL BE PROVIDED TO ARGHITEGT AND BUILDING OFFICIAL AND APPROVED PRIOR ' 12 1111 I I 1 I FDI 15'-0"PL.HT. I 1 TO INSTALLATION. TRU55 DE516N DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: � r I I I I L I. DEPTH,SLOPE (IF ANY),SPAN,AND SPACING. III � - - - - - - - , 1 I I F-- AL16N FA5GIA5 2. LOCATION OF ALL JOINTS. I 5EE 2/A4 FOR / \ I I ">> N "R" 3. REQUIRED BEARIN6 WIDTH5. 2.2 , TOP 5TRAPPIN6(fYP) I �_ - _ I 1 PLATE AT INTERIOR TOP G ORD LIVE LOAD OR SNOW LOAD. i I BEARING WALL(TYP) INT.BEARING WALL �—�- � -�a - 1 J 4.2. TOP CHORD DEAD LOAD. �7 4.3. BOTTOM CHORD LIVE LOAD. - - � � /� � 1 I I �� 4.4. BOTTOM CHORD DEAD LOAD. 4.5. CONCENTRATED LOAD5 AND THEIR POINTS OF APPLICATION. SEE 2/R5 FOR I I 1111 ✓ I II I I I I i I L J 4.6. CONTROLLING WIND LOADS. _ I ' 5TRAPPIN6(TYP) 1 I I I I i I 1 �.4 5. ADJU5TMENT5 TO LUMBER AND JOINT CONNECTOR DE516N VALUES FOR GONDITION5 OF USE. 2'-0" I \ I ' ' 12 I J H. 6. 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I � _I- � _j I I I I \ I U i o I F -1 r- -IL, 4\ r -� -►-� I I `� I �--� OH. 1 1 � I I I � �\ I I I oH. �- 1 I I Ill I ,- - - - - - - - -, I r_T-- I I I IIII I r- - - - - - - - -, I I-,-- I I I c/) 1111 II II II II I IIII II 11 II II I z L - - - - - -J L - - - - - J I I I I I L- - - - - - J L - - - - - J w - - - - - - - - - - -I 1 ) I I IIII i - - - - - - - - - - - - - - - - - - - i °tel I I p II I I I I I I I 1 OPEN TO FOYER BELOW PN RAILIIII I I I r- � 8'-0" CEIL I L- - - - - - - - _ _ _ _ _ _ _ LOFT I I L - - - - - - - J f- - - - -III I- - - - - - - - - - - - - - � r-= - - - - - - - 129_699 x 129_059 I 1- - - - - - - - fj r = - - - - - - - - Z - - --III I II F � BATHqc �] I I F � Ili - - - JII I1 0 I- � N N M M 5'-6CO-I III " I I— I M o I or I I I 81_69 7 I L - - - J -1 r LLJ - - - - - - - - L J - - - - - - - - - I I I \ / 0 z 0 0 �, — � — — - - - I - - - I I I \ / / � o 0 0 —�° o o z T - - - - _ - r -�� T � � I - - - cL �- -�� T �� 1 ' II WW WWa I c L - - - -1 I W m 11111 II �, 1 - i l IIIII II I I I J 11 I I I I I I 8'-0" CEIL IIIII 11 1 1 I I I I I I I I I BEDROOM 3 I I I I I I I I ? 11-0" PL HT. I \ I # I I'-0" PL HT. t o I 12'-8" x 12'-0" 1-0 I I OH. L J - - - - - - - - - - _j I OH. L I - - - - - - - °" - -i1 L _ _ � I- - - - - - � - - - - � I L - - � - - - - - � /�- -_- - I I I I I ( z / w I I � � / I I I I I i - � I I I i I o U o 1'-0" I I I I I I 1,,4O W OH. I / I I I OH. I / I I I I F_ - _ - I I I w W w z � c w 4 LOWER PL HT. I I I LOWER PL HT. ( I I w I I 1 1 I I I I 8'-0" PL HT ROOF BREAK I I I ROOF BREAK oH. i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �J 0H. i L � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = = = = �J w O U m LOH. L - - - - - OH. 10'-0" PL HT AFF. LL -- - — — — — — — — -�- - - �J 10'-0" PL HT AFF. � _ _ T - - - - - -r- - - J II'-0" PL HT. II'-0" PL HT. I ( r - - U H Q W U U) y1 I � I 'rte I _ I; .............. qpp AI 9171171 L�� ' JOB NUMBER 2016023 f Idn!ii1Q[Io rd w SECOND FLOOR PLAN -� Q SHEET NUMBER ROOF PLAN MODEL C z 0 UVIN6 AREA = x-52 5Q . FT. U) w C 30 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED