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30'-0" <br />OVERALL <br />Olt 15'-8° T-0 T-4" <br />10'-11 1/2" 6'-0" 13'-0 1/2" <br />42" X 42" A/C PAD, <br />SEE SHEET SN1 <br />FOR A/C UNIT <br />HOLD DOWN <br />3 1/2" 00 <br />"' LO <br />o �` SH 25 L HB <br />r- co HD AT 6'-8' ti <br />M1/8%7-1 <br />00 <br />LO <br />REF `r <br />CV <br />7 5/8" 6'- 0 17'-9 1 /4" 7 5/8" <br />20681KITCHEN o0 <br />LID <br />8'-8" CLG FLR FIN 00 <br />LINE v <br />7 5/8" 8'-11 1/8" <br />GREAT ROOM <br />- --� 13'-9" X 17'-10" <br />�'-------- 8'-8" CLG <br />2x6 KNEE <br />-- 0 WALL TOP M <br />@ 34 �' N <br />w 0 r 4 it 0 <br />I I cD O wco <br />SINK W/ <br />Ell: <br />\:� -j r j <br />i u DISPOSER <br />J N <br />(2) 2X6 " 'I <br />S6 <br />Q/S4 <br />HEADER <br />00 <br />FLR FIN LID <br />LINE °' <br />7 5/8" 6-9 1/2" 12'-2 7/8" `)6 6-3 7/8" T-4 1/2" 7 5/8" <br />�zo <br />W 00 (4) STUD COLUMN = I— <br />> u_ � cn Q z - <br />u_ `r <br />Q N _ <br />z X �BEARIPJG DINING <br />o = M Q C° WALL (TYP) 11'-11" X 6'-6" -1 <br />°O q 9 <br />UTILITY RM O , > <br />00 N 8 8 CLG iv , O <br />_ (2) 2X6 N <br />Q/S4 <br />S RM <br />INSULATED HEADER r �- "CLG <br />d WALL �'�, w 4 <br />4 20 MIN FIRE A3 <br />RATED DOOR W/ TP <br />WEATHER STRIP <br />G <br />PROTECTIVE BEARING S3 <br />BOLLARD INSULATED WALL (TYP) <br />BEARING N <br />WALL 10 <br />CC 00 9 <br />TWO CAR GARAGE S3 8 <br />N 8'-8" CLG 36" H 1 7 <br />LOW s <br />WALL <br />0 5 <br />�" FLR FIN 4 <br />LINE <br />LINE OF GARAGE — — — — — — — — — — — — — — — <br />ao ICI3 <br />JIN­CFN <br />co EA <br />OS TEION FOYER U cONT <br />5-11" X T-7" I HA RAIL <br />8'-8" CLG <br />SEE DETAIL D/S3 FOR <br />FRAME WALL TO CMU /550 L H AT 6' <br />H.B (h <br />1/2 4 <br />CONNECTIONS ENTK TE PER D <br />8'-8" L - <br />co 3 1/2" 2 v <br />0 00 <br />16070 A3 <br />8" <br />00 — —8" 3'-8' <br />r <br />-----------� <br />m 5 LINE OF <br />Q 1'-4" FLOOR ABV 16'-0" 2'-8" T-8 3/8" 1'-4" T-0" 1'4' <br />TIE BM 20'-0" IC7 5/8" 10'-0" <br />AT 8'-8" <br />44 <br />30'-0" <br />OVERALL <br />4 FIRST FLOOR PLAN ELEVATION B <br />1 /411 = 1 1 <br />_011 <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 SIZES <br />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 />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.)* = 42" A.F.F. OR U.N.O. <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 CABINET A.F.F. <br />*PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR <br />T.B. AND T.P. <br />WALL LEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS. <br />8" CMU W/ 1X3 PT FURRING STRIP <br />3/4" INSUL BOARD 1/2" GYP <br />8" CMU <br />NON -BEARING 2X STUD W/ 1/2" GYP. <br />BEARING WALL 2X 16" O.C. <br />W/ 1/2" GYP. <br />13 = FILLED CELL W/(1) #5 VERTICAL <br />= FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />= FILLED CELL W/(2) #5 VERTICAL <br />C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />STAIR DATA <br />STAIR <br />MARK <br />RISERS <br />TREADS <br />LANDINGS <br />TOTAL RISE <br />A <br />16 AT 7 9/16" <br />14 AT 10" <br />1 <br />10'-0 3/4" <br />SQUARE FOOTAGE: <br />AREA <br />PROPOSED <br />FIRST FLOOR LIVING <br />930 <br />SECOND FLOOR LIVING <br />1287 <br />TOTAL LIVING SQ FT 2217 <br />ENTRY <br />26 <br />GARAGE <br />401 <br />TOTAL SQ FT 2644 <br />MAY 12 202,E <br />Virtual Review Assist, Inc. <br />Plans Review completed and approv <br />for compliance with the 2020 FBC 7t dition <br />by Debra Anne Klahr PX2300 <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 7th edition (2020), <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 />39.4 <br />-42.1 <br />39A <br />-51.8 <br />20 <br />37.6 <br />-40.5 <br />37.6 <br />-48.6 <br />50 <br />35.2 <br />-37.3 <br />35.2 <br />-43.7 <br />100 <br />33.4 <br />-35.6 <br />33.4 <br />-40.5 <br />GARAGE DR <br />30.0 <br />-33.9 <br />30.0 <br />-33.9 <br />;<- <br />N <br />�0 <br />.. s J ';�C� `,` <br />co <br />N <br />co <br />.. e <br />8 <br />LO <br />O <br />e 8 <br />. m R0 EIS d <br />00 <br />LO <br />�- <br />w <br />�m <br />w <br />o <br />w <br />o- <br />0 <br />z <br />> C)4NN 0 <br />0 <br />cy)',..N d <br />oo <br />N <br />V -0 3w .d M <br />L M <br />4 O <br />rn� <br />V/ = O O'o 0 Q <br />a� Q <br />U <br />LLJ <br />c <br />W <br />_N <br />L 0 E� <br />a <br />C� <br />w <br />pW W J W 2 O <br />1— � � � Z � <br />Q <br />Q Q <br />U <br />H <br />Q°X J�o���,LLUo° <br />p00 ZU tiOZ20pZQ¢ <br />coW�W <br />Jo <br />CY <br />Z <br />WWU5omZ= <br />(n d w w W Z a' Q <br />Q~WpW<F0ZWwOp�O�Q <br />J <br />LL <br />00 D Y Z Q <br />Q <br />LLQ 0 �QLL <br />i� <br />O <br />O <br />Z <br />W <br />O� <br />z <br />�1..=M0 <br />Q U) M LO <br />ILL <br />� <br />ti <br />z <br />< W< Lq <br />F-0�0—M <br />jyM2T_ <br />00 <br />ZUFa-- <br />W <br />W <br />O <br />O <br />I <br />I" <br />I <br />lY <br />I <br />O <br />N <br />O <br />o <br />O <br />O <br />r <br />0 <br />N <br />0 <br />M <br />0 <br />QD <br />N <br />ti <br />0 <br />N <br />N <br />0 <br />N <br />N <br />N <br />O <br />N <br />r <br />N <br />O <br />r <br />O <br />N <br />O <br />� <br />O <br />C, <br />C,r <br />O <br />ram- <br />r <br />C) <br />C) <br />N <br />C)O <br />N <br />i <br />O <br />N <br />W <br />C)0 <br />0 <br />0 <br />0 <br />0 <br />LOi <br />� <br />r <br />N <br />M <br />4 <br />In <br />O <br />i <br />C� <br />} I- <br />zz <br />W <br />C)-E--+ <br />W <br />z <br />Q <br />V <br />WOO <br />UV(/) <br />::)zj <br />LO <br />-0 <br />O <br />or< <br />Q <br />Z-a <br />�— <br />� <br />f— <br />WQ <br />= <br />mew <br />(� <br />r1 <br />zoo <br />W <br /><~j <br />p <br />zW0 <br />>­(.C) <br />z <br />UgZ" <br />F- <br />Q <br />oC) <br />0 <br />�- <br />W <br />'t <br />z <br />z <br />W <br />o <br />0 <br />N <br />LAST PLOT DATE <br />z <br />0 <br />�. <br />_I <br />1 ST FLOOR PLAN B <br />- - <br />� ilk— ��II 1I _..-- -- -- - - - --- _ - - <br />.� �i �I ,'I`i li.' :1 dd 911 11 171S' F-.., i- it I i-F--iT--I I <br />