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SQUARE FOOTAGE: <br />WALL LEGEND: <br />GENERAL NOTES: <br />AREA PROPOSED <br />2X4 INSULATED EXTERIOR STUD W/ 1/2" <br />ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL <br />GYP ON INTERIOR SIDE LINO <br />FIN AWAY FROM WINDOW FRAME. <br />FIRST FLOOR LIVING 930 <br />SECOND FLOOR LIVING 1287 <br />NON -BEARING 2X4 STUD W/ 1/2" GYP. <br />VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES <br />TOTAL LIVING SQ FT 2217 <br />LINO <br />WITH THE MANUFACTURER'S SPECIFICATIONS. <br />ENTRY 54 <br />V.117,11777771111111BEARING WALL 2X4 16" O.C. W/ 1/2" <br />INSTALL RIND DRYWALL BEADS AT HORIZ & VERT <br />GARAGE 401 <br />GYP. UNO <br />CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS <br />TOTAL SQ FT 2672 <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />NOTED. <br />ALLOWABLE WIND -SPEED DESIGN PRESSURE <br />RESISTANT COMPONENTS. <br />USE SQUARE CORNER BEAD AT DRYWALL NICHES & <br />REC CLG DETAILS; REC CLG SURFACES SHALL HAVE <br />(140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, <br />STAIR DATA <br />SMOOTH FINISH. <br />Exposure C, Height=30 ft, Importance Factor=1.0, End <br />Zone= 4 ft) <br />LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND <br />As per Florida Building Code 7th edition , <br />Re <br />Residential Table R301.2 (4) (Wind Speedd Conversions) <br />STAIR <br />MARK <br />RISERS <br />TREADS <br />LANDINGS <br />TOTAL RISE <br />THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER <br />CODE. <br />and ASCE 7-10 Methods <br />A <br />16 AT 7 9/16" <br />14 AT 10" <br />1 <br />10'-0 3/4" <br />WALL <br />THE GARAGE IS TO BE SEPARATED FROM ADJACENT <br />TRIBUTARY <br />LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD <br />AREA (ft)2 <br />AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" <br />INSULATION REQ. <br />INTERIOR END <br />THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) <br />10 39.4 -42.1 39.4 -51.8 <br />. <br />APPLIED TO THE GARAGE SIDE. <br />20 37.6 -40.5 37.6 -48.6 <br />LOCATION <br />R-VALUE / TYPE <br />TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK <br />50 35.2 -37.3 35.2 -43.7 <br />TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. <br />EXT FRAME 2X4 <br />R-11/R-13 KRAFT FACED <br />ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. <br />EXT FRAME 2X6 <br />R-19 KRAFT FACED <br />100 33.4 -35.6 33.4 -40.5 <br />ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />CORNER SHELF = 56" A.F.F. <br />LINE OF GARAGED 30.0 -33.9 30.0 -33.9 <br />(INSTALL BAFFLES AT EAVE) <br />MEDICINE CABINET- (M.C.) = 75" TO TOP OF CABINET A.F.F. <br />ROOF <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />BELOW 30'-0" <br />(GARAGE / LIVING) <br />*PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR <br />OVERALL <br />T.B. AND T.P. <br />2'-10" � 10'-6 1/2" 6 16'-7 1/2" <br />SH 25 <br />HD AT T-3" SH 25 <br />EGRESS HD AT T- " <br />N <br />4" <br />15'-4" <br />OWNERS SUITE <br />154" X 14'-0" - <br />8'-0" CLG <br />(V <br />M <br />LO - <br />N <br />U) Q <br />� M <br />M <br />LOFT <br />13'-4" X 10'-8" <br />:0 <br />IN <br />04, <br />21 <br />• <br />El <br />I:IIIW1 <br />BATH 7 �;I Im7 . <br />2 � F. A. <br />:',•I 1®7 <br />i <br />d <br />(5) 11,L MR & S � <br />SHLV � c <br />11-1 <br />3'-2" <br />TP <br />AHU <br />1'-11 1/2" <br />3'-8" <br />I <br />L� —J <br />'j 22"X36" <br />I ATTIC <br />ACCESS <br />Co <br />v � <br />WIC <br />8'-0" CLG <br />I <br />5'-3 1/2" 5'-0 1/2" <br />OWNERS BATH 266 <br />8'-0" CLG <br />I <br />TB N <br />r' <br />I <br />— J <br />R&S <br />�SHW HD & <br />VALVE <br />60" x 36" <br />SHOWER <br />PAN <br />BEDROOM #5 <br />M <br />10'-0" X 10'-1" <br />Zh <br />%RETURN 8'-0" CLG <br />ai <br />N -Uj <br />/ AIR BELOW <br />Q <br />ow <br />LSO 5'-2 1/2" 5'-1 1/2" 4" <br />(2) 2068 BF <br />_— — R&S <br />R&S <br />(2) 2068 BF <br />BEDROOM #4 <br />10'-1" X 10'-7" <br />8'-0" CLG <br />_e BEDROOM #3 <br />_ s 11'-4" X 9'-8" <br />--- 8'-0" CLG - <br />4 N <br />ao <br />3 � o <br />cD <br />N <br />8 3/8 T-3 3/4" 11'-7 7/8" co 2'-3 1/2" 1'-4 1/2" 10'-4" <br />r I BEDROOM #2 <br />SH 25 LL 11'-5" X 10'-8" <br />HD AT T- " i IM 8'-0" CLG <br />Co <br />EGRESS co <br />00 2 N oo I N <br />A3 R (2) 2X6 HEADER <br />R & S I SEE M/S6 - TYP. 2ND <br />FLOOR WINDOWS <br />I <br />SH 25 SH 25 <br />HD AT T-3" HD AT T-3" <br />EGRESS <br />T-2 1/2" 2'-9 1/2" 7'-2" 01 7'-2" <br />5-8" 14'-4" <br />30'-0" <br />OVERALL <br />SECOND FLOOR PLAN (ELEVATION B <br />1 /4" = 1'-0" <br />4" <br />N <br />0 <br />N <br />N <br />co <br />(D <br />M <br />STAIR SECTION <br />1 /2" = 1'-0„ <br />VIRTUAL REVIEW ASSIST <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th <br />f.,4ji#ion by Debra Anne Klahr PX2300 <br />SEE SHEET ST HEADROOM IN STAIRWAY <br />FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE <br />W/ FBCR R311.7.2 <br />10" 1" NOSING <br />co <br />RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT FROM <br />�2x MATERIAL <br />(3) 2x12 STRINGER <br />STAIR DETAIL <br />NTS <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE - ALIGN EXT. <br />FACE OF SHEATHING W/ <br />EXT. FACE OF CMU BELOW - <br />2X8 #2 SYP P.T. BASE PLATE <br />SET TIGHT TO SHEATHING <br />W/ 1/2" EPDXY ANCHOR OR <br />1/2" J BOLT W/ MIN. 7" <br />EMBEDMENT AT 32" O.C. <br />AND 6" FROM EACH END — <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. — <br />SEE FOUNDATION PLAN <br />FOR FILLED CELL <br />SPACING. —_ <br />4 <br />A3 <br />I <br />I <br />I <br />I <br />I <br />I <br />2X8 SYP STUDS SET TIGHT TO <br />SHEATHING AT 12" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAP <br />EACH STUD 1 STRAP EACH <br />SIDE) CENT �D W/ (13) 10d <br />NAILS AND (8) 1/4" X 2-1/4" <br />TITENS INTO GROUT FILLED <br />CMU - STRAPS. TO BE <br />ATTACHED DIRECTLY TO CMU <br />* CENTER OF STRAP AT <br />T/WALL TYP. U:N.O. <br />SEE PLAN <br />w <br />O <br />z <br />W <br />w <br />NOTE: <br />1. GROUT TOP (2) COURSES SOLID <br />2. MAX. WALL HEIGHT 20'-0" AT 140C <br />WIND PRESSURE. IF CONDITIONS <br />ARE EXCEEDED, CONTACT E.O.R. <br />4 WALL SPLICE DETAIL <br />N.T.S. <br />7.y"JAIJ <br />� <br />E <br />�'11 <br />o <br />M N <br />7 <br />N <br />V <br />`u a <br />I <br />A� <br />� <br />� L <br />m <br />r <br />o <br />W <br />O <br />LL <br />°�� <br />` o <br />�s <br />.N <br />^r <br />w Q� <br />co N <br />�,^ <br />- <br />W <br />L <br />p <br />N <br />N <br />O <br />rn <br />N <br />M <br />LO <br />0 <br />00 <br />LO <br />z <br />w <br />z <br />Q <br />LLI <br />LLC.yL'I H0w �W HW WMOW 0�Qz <br />of zOW LLU°0,Jo <br />°(n°Q <OX, 'f z2Io¢¢ <br />0W0,WOzoo0mzz° <br />0 Z W— <br />d InWW z tY ¢°oo�<QWQa Q Luo ¢LL °w <br />°Q'_ o = 0Qz0¢ <br />LL ¢ O F-. ¢ LL <br />O <br />O <br />N <br />Z LLJ <br />O I— <br />U) O <br />ie) o <br />Q w CO � <br />LL <br />0- M <br />CL <br />a<00 <br />U <br />z �- <br />W <br />J O <br />O <br />d' <br />i <br />I <br />I <br />M <br />N <br />(V <br />N <br />N <br />N <br />`•, <br />N <br />OO <br />N <br />a- <br />N <br />O <br />O <br />N <br />� <br />O <br />' <br />z <br />O <br />ILO <br />W <br />o <br />0 <br />0 <br />0 <br />0 <br />l <br />I <br />�y <br />V <br />> <br />r <br />N <br />M <br />In <br />CY <br />w <br />Qz <br />W <br />O -1--+ <br />}' <br />W <br />z <br />U <br />ozz <br />woo <br />U U) <br />.� <br />00 <br />O- <br />z <br />�_ <br />� <br />V) <br />I— <br />w � e <br />r-I <br />= <br />LL. LU <br />m F w <br />N <br />CD <br />zoo <br />� <br />■ ■ <br />W <br /><0 <br />Q'o <br />Q <br />z <br />0 <br />gww <br />Z u_ <br />az <br />�z <br />i <br />0U <br />0CL <br />y <br />tr <br />Z <br />z <br />z <br />w <br />WLo <br />J <br />� <br />V / <br />0 <br />LAST PLOT DATE <br />N <br />Z <br />• <br />0 <br />March 29, 2022 <br />oI <br />2ND FLOOR PLAN B <br />Q. <br />lu . <br />