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I _ r _ _ i 1 I i 'rnn nrn el.['!R ? I IL- 1. . _ ' 1 l 1 _ 1. I 1__ <br />a •will �I 1 1 I III'. "I <br />0 <br />N <br />LO <br />3 <br />7 <br />30'-0" <br />13'-3" 11'4" 5'-8" <br />SH25 <br />Go HD AT 7'-4" <br />LO <br />EGRESS <br />0 0 13 0 0 a a a s 0 <br />5068 SGD <br />0 2868 <br />I M <br />0 (2 2X8 HEADER. <br />BRG <br />RE Q/S4 FOR <br />WALL CONNECTION <br />LIVING ROOM <br />15'-2" X 16'-3" <br />8'-8" CLG <br />0 <br />1 <br />N <br />14'-2" <br />NOTE: <br />PROVIDE 1/2" PLYWOOD <br />DRAFT STOP IN FLOOR <br />TRUSS SYSTEM FOR A <br />MAX. AREA OF 1000 S.F. <br />(PER FBC R302.12) <br />2X4 KN <br />WALL OF <br />AT 3 1 /2" <br />fV <br />rn <br />DINING ROOM <br />8'-6" X 14'-211 <br />8'-8" CLG <br />1 N <br />A3 <br />v <br />FL <br />BRG MASTER SUITE <br />WALL 13 -0 X 15 -11 <br />8'-8" CLG <br />' S3 11 <br />4'-6 5 -6 <br />FLR <br />LINE -� FLR <br />LINE <br />RANGE W/ <br />HOOD --- <br />II <br />el <br />II <br />II <br />I, <br />a 0 KITCHEN <br />" 9'-7" X 14' <br />0 8'-8" CLG <br />F <br />DW 2 A7 1 <br />7 5/8" LI <br />3'-6" 1.10% 4'-10" 214" 2'-8" <br />M <br />0 <br />v <br />0 <br />i� <br />v <br />NOTE: <br />SEE SHEET S-11, S-12 <br />'2386' FOR LINTEL <br />CALLOUTS &DETAILS <br />�zo <br />mco <br />w� <br />F- Q <br />TIE BM <br />AT 10'-01, <br />PWDR <br />FLR co <br />BASH <br />LINE "' <br />I1 2868 <br />T <br />LINE OF iv <br />FLOOR <br />ABV <br />3) 2X4 <br />—r— <br />U.CW/ <br />- <br />HTT16 <br />AT BTM <br />0 & USP <br />_ _ MTW20 <br />9 AT TOP <br />8 '- <br />42" H. ti <br />6 SLOPED <br />_ <br />- <br />- - <br />- - LOW <br />5 WALL <br />-- 4 <br />--1 <br />FOYER <br />in <br />UP <br />1 n <br />SH 1/2 34 <br />w <br />HD AT 7'-4" <br />FEMP. GLASS <br />C) <br />11-9" <br />T-11" <br />— — — <br />7 aO <br />— <br />ENTRY <br />5'-8" X 51-411 <br />21_ <br />1'-4" <br />4'-4" <br />9'-6" <br />.o <br />co <br />co <br />PANTRY N <br />= GG <br />COW <br />it <br />S3 <br />BRG <br />WALL <br />2'-3" <br />20 MIN FIRE <br />RATED DR <br />W/ CLOSER <br />4" INSULATED <br />BRG. WALL <br />5'-8" <br />W UTILITY — <br />co <br />CD <br />N A7 4 <br />D <br />W/S AT <br />­ <br />0" AFF <br />I <br />X-4 3/4" <br />00 -- � -- <br />N <br />w <br />wQ 5A76 <br />Y N <br />MASTER <br />r^� BATH 2868 <br />W.I.C. <br />DRYER <br />VENT <br />HANSEN 0 <br />BOX cn <br />6" WALL <br />C°to <br />N <br />S & R <br />4,c N <br />t4" <br />INSULATED E/H <br />WALL <br />r 22"x36" <br />ATTIC <br />I PROTECTIVE <br />L ACCESS BOLLARD <br />TWO CAR GARAGE <br />cc 19'-3" X 20'-0" <br />S3 <br />TIE BM <br />AT 10'-0" 710 <br />m00 <br />w <br />�Q <br />30'-0" <br />16070 <br />16'-0" <br />20'-6" <br />AT 10'-0" " <br />�bo <br />coGow�_ <br />P:Q <br />1 FIRST FLOOR PLAN - ELEVATION B <br />1 /4" = 1'-0„ <br />2'-3" <br />7 5/8" <br />DRAIN <br />SHWR HD <br />& VALVE <br />6" WALL <br />7 5/8" 60 <br />S6 <br />1. SEE SHEET S-11, S/12 '2386'FOR <br />LINTEL CALLOUTS & DETAILS <br />2. ALL EXTERIOR HDRS AT OPENINGS <br />ARE 2) 2X6'S UNLESS NOTED <br />OTHERWISE <br />Anl nll <br />SECOND FLOOR PLAN - ELEVATION B <br />1 /4„ = 1'-011 <br />ALLOWABLE WIND SPEED DESIGN PRESSURE <br />(140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, <br />Exposure C, Height=30 ft, Importance Factor-1.0, End <br />Zone = 4 ft.) <br />As per Florida Building Code 5th edition (2014), <br />Residential Table R301.2 (4) (Wind Speed Conversions) <br />and ASCE 7-10 Methods <br />WALL <br />TRIBUTARY <br />AREA (ft)2 <br />INTERIOR <br />END <br />10 <br />29.7 <br />-32.1 <br />29.7 <br />-39.6 <br />20 <br />28.3 <br />-30.8 <br />28.3 <br />-37.0 <br />50 <br />26.5 <br />-29.1 <br />26.5 <br />-33.4 <br />100 <br />25.2 <br />-27.7 <br />25.2 <br />-30.8 <br />GARAGE DR <br />25.9 <br />-29.3 <br />25.9 <br />-29.3 <br />R-11 F.G. <br />ION IN <br />,DJACENT <br />;SPACE <br />R-11 F.G. <br />ION IN <br />,R WALLS, <br />4G BEHIND <br />TIN <br />.SSEMBLY <br />S AT <br />'S ARE (2) <br />LESS <br />ITHERWISE <br />GENERAL NOTES: <br />ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL <br />FIN AWAY FROM WINDOW FRAME. <br />VERIFY ALL WINDOW AND DOOR ROUGH OPENING <br />SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. <br />INSTALL RND DRYWALL BEADS AT HORIZ & VERT <br />CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS <br />NOTED. <br />USE SQUARE CORNER BEAD AT DRYWALL NICHES & <br />REC CLG DETAILS; REC CLG SURFACES SHALL HAVE <br />SMOOTH FINISH. <br />LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND <br />THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER <br />CODE. <br />ALL ANGLED WALLS TO BE 450 UNLESS NOTED <br />OTHERWISE <br />THE GARAGE IS TO BE SEPARATED FROM ADJACENT <br />LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD <br />AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" <br />THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) <br />APPLIED TO THE GARAGE SIDE. <br />TOWEL BAR - (T.B.) = 56" A.F.F. <br />TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK <br />TOILET PAPER DISP. - (T.P.) = 20" A.F.F. <br />ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. <br />ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. <br />CORNER SHELF = 56" A.F.F. <br />MEDICINE CABINET - (M.C.) = 75" TO TOP OF <br />CABINET A.F.F. <br />WALL LEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS. <br />8" CMU W/ 1X3 PT FURRING STRIP, <br />R 4.1 HIGH PERM, 1/2" GYP <br />8" CMU <br />NON -BEARING 2X STUD W/ 1/2" GYP. <br />_m <br />w <br />=W <br />H <br />w <br />� <br />0 z <br />Q <br />J <br />C0 <br />o <br />N <br />j <br />w a ¢ <br />= <br />T <br />ZD <br />N <br />Ow <br />n <br />wC)0 <br />Z <br />2 J <br />� �J� <br />w <br />in <br />' <br />C) <br />LO <br />ONz <br />F- f- �-- w <br />i�Z <br />Q <br />"t <br />F- z <br />�O0w <br />az a <br />- '.z <br />m <br />P:Oww <br />IY u- = 0 <br />t3tn <br />_ <br />O <br />w 0 h O <br />ZJi <br />0 <br />U z 'n C) <br />,, <br />mZ=Z_ <br />�~ <br />i�20 <br />J <br />0o <br />(n <br />�< `' <br />Ix <br />E <br />w <br />' <br />Q MN <br />; <br />tN <br />V <br />a co <br />A� <br />L <br />O <br />r O <br />2 <br />�.� <br />O �8 <br />g <br />Q <br />�V) <br />U 6 <br />n, <br />� <br />LU >Zv <br />N <br />0o E M <br />C <br />W <br />L <br />.2 <br />BEARING WALL 2X 16" O.C. w� w � o z <br />W/1/2"GYP. W W W_02_jQOQ�a,E�o�JIx o <br />< Q U :3 0Jzw 0zM00-1Q <br />a=FILLED CELL W/(1) #5 VERTICAL 0 (0 W Z w W— Of :3 <br />Q o oz <br />(� 6.zYOzz OW0 °- <br />®= FILLED CELL W/(1)#5TURNED 2'-0"INTO SLAB (� LL Z ¢owO���-gyi3M<�¢ <br />Y Z <br />p= FILLED CELL W/(2) #5 VERTICAL o¢ o a LL <br />0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />a <br />❑ O <br />STAIR DATA O <br />CV <br />Z W <br />PA <br />RISERS TREADS LANDINGS TOTAL RISE 0 <br />16 AT 7 9/16" 14 AT 10" 1 10'-011 > O <br />M O <br />Q � M � <br />SQUARE FOOTAGE: UNIT'2386 B' z 2 <br />FIRST FLOOR LIVING = 1269 SQ. FT. Q LJ.I Q <br />SECOND FLOOR LIVING = 1120 SQ. FT. ~ a- 2 M <br />TOTAL LIVING SQ FT = 2389 SQ. FT. Q } Q 00 <br />Z V I — <br />ENTRY = 30 SQ. FT. Z <br />GARAGE = 414 SQ. FT. LLJ <br />W J O <br />TOTAL SQ FT = 2833 O <br />IT <br />CO <br />N <br />C° <br />0 <br />M <br />N <br />rn <br />N <br />O <br />o <br />1 <br />No <br />E <br />>� <br />0 <br />N <br />o <br />N <br />°� <br />> <br />J <br />LO <br />Uj <br />9r� <br />v) <br />UL. <br />ce <br />rQ v' O <br />V � Q <br />z <br />W O00 a <br />a M UL <br />z N. . <br />�c gU a <br />O0 <br />co <br />z A2 <br />wc-14 <br />(Y) LAST PLOT DATE <br />. . May. 23, 17 <br />Z 0 1ST & 2ND FLOOR <br />- I 1 PLAN B <br />z <br />z_ O <br />w cn <br />a. <br />w2 <br />=Q <br />�Q <br />Oz <br />= Z <br />~ W <br />Z W <br />2w <br />�N <br />Z <br />Q n <br />_ "Ra <br />�> n <br />