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30'-0" TOP <br />T 18'-0" PF <br />OVERALL o <br />16'-7 1/2" 10'-6 1/2" 2'-10" 00 <br />a� <br />o <br />SH 25 SH 25 Q <br />HD AT 7'-3" HD AT 7'-3" <br />EGRESS <br />R&S °°° ^°° co <br />SHLV <br />I C? <br />WI C <br />'-0" CLG <br />0 <br />I <br />zo <br />4" I 5'-0 1/2" N L 5'-3 1/2" 6" T-2" 15'-4" 4„ <br />2668 OWNERS BATH <br />8'-0" CLG _ <br />I 0 <br />FC;I TB N OWNERS SUITE <br />15'-4" X 14'-0"r C� 8'-0" CLG <br />`r I TP <br />o L-- <br />N `?&S <br />_ n <br />SHW HD & N <br />VALVE <br />60" x 36" - <br />SHOWER PAN oN <br />BEDROOM #5 M <br />10'-0" X 10'-11, co <br />C? rn 8'-0" CLG RETURN in M <br />_�CN <br />AIR BELOW `'6s2 LOFT NQ <br />rn o w 13'-4" X 10'-8" p <br />_ 8'-0" CLG = <br />1.�s V-111/2" 4�� <br />5'-1 1/2" 5'-2 1/2" 0,9 3'-8" 13'-4 1/2" <br />N <br />J — — — <br />th _j <br />C)Q (2) 2068 BF 3'-5" T-1 5/8" T-1 3/4" o Q <br />' R&S <br />W ti w <br />�> ----- ----- L— J �> <br />O (2) 2068 BF R & S �� iv DN O <br />2668 22"X316 C <br />ATTIC QCD �0 <br />ACCESS P 1s 4 <br />CV)CN 15 A3 <br />BATH #2 14 <br />to 8'-0" CLG 13 N <br />BEDROOM #4 2668 TB 2668 12 <br />10'-1" X 10'-7" <br />8'-0" CLG 11 <br />2668 10 <br />9 <br />N 8 <br />Cu') <br />oD 7 <br />CDa BEDROOM #3 6 <br />o W 11'-4" X 9'-8" 5 <br />_ 0 N 8'-0" CLG 4 <br />CD <br />N <br />3 <br />4" 10'-4° V-4 1/2" '-3 1/2" M 1 V-7 7/8" T-3 /4" 3/8" <br />BEDROOM #2 <br />11'-5" X 10'-8" m I SH 25 <br />8'-0" CLG oo I °O D AT 7'-3" <br />CDI _ c�Oo EGRESS00 <br />2 <br />N I ors I N _ <br />(2) 2X6 HEADER v I L v A3 <br />SEE M/S6 - TYP. 2ND - — <br />FLOOR WINDOWS I R & S <br />I o <br />SH 25 SH 25 <br />HD AT 7'-3" HD AT 7'-3" <br />EGRESS <br />7'-2" 7'-2" 2'-9 1/2" 7'-2 1/2" <br />40 141-4" 5'-8" 10'-0" <br />40 30'-0" <br />OVERALL <br />SECOND FLOOR PLAN ELEVATION A <br />1 /4" = 1'-0" <br />SQUARE FOOTAGE: <br />AREA <br />PROPOSED <br />FIRST FLOOR LIVING <br />SECOND FLOOR LIVING <br />930 <br />1287 <br />TOTAL LIVING SQ FT 2217 <br />ENTRY <br />GARAGE <br />54 <br />401 <br />TOTAL SQ FT 2672 <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 END <br />10 39.4 -42.1 39.4 -51.8 <br />20 37.6 -40.5 37.6 -48.6 <br />50 35.2 -37.3 35.2 -43.7 <br />100 33.4 -35.6 33.4 -40.5 <br />GARAGED 30.0 1 -33.9 30.0 1 -33.9 <br />WALL LEGEND: <br />2X4 INSULATED EXTERIOR STUD W/ 1/2" <br />GYP ON INTERIOR SIDE UNO <br />NON -BEARING 2X4 STUD W/ 1/2" GYP. <br />UNO <br />BEARING WALL 2X4 16" O.C. W/ 1/2" <br />GYP. UNO <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS. <br />STAIR DATA <br />STAIR RISERS TREADS LANDINGS TOTAL RISE <br />MARK <br />A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2X4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2X6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFLES AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />LOFT RAILING ON OPPOSITE <br />WALL - PROVIDE <br />BLOCKING AS REQUIRED <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 />NOTE: <br />HANDRAIL TO COMPLY w/FBC 311.7.8 <br />AND TO BE 34" TO 38" ABOVE LEADING <br />EDGE OF TREAD. <br />HEADROOM AT STAIRS TO BE 6'-8" MIN. <br />STRUCTURAL LIVE LOAD @ STAIRS <br />=40PSF. <br />ENGINEER \ SEE SHEET ST <br />TRUSSES \ \ FOR STAIR DETAILS <br />1/2" DRYWALL <br />PWDR <br />BATH <br />ENCLOSED ACCESSIBLE <br />SPACE UNDER STAIRS <br />SHALL HAVE WALLS, UNDER A3 \ <br />STAIRS SURFACE AND ANY — — — <br />SOFFIT PROTECTED ON I <br />THE ENCLOSED SIDE WITH <br />1/2" GYPSUM BOARD. FBCR <br />302.7 <br />(3) 2X12 STRINGERS - <br />REFER TO SHEET ST <br />FOR ADDITIONAL <br />STAIR INFORMATION <br />AND DETAILS <br />STAIR SECTION <br />1 /211 = 1'-0" <br />SEE SHEET ST HEADROOM IN STAIRWAY <br />FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE <br />1vW I- R311.7.2 <br />E�J 1- 10" J" NOSING <br />io <br />RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT FROM <br />Z-2x MATERIAL <br />(3) 2x12 STRINGER ---I <br />STAIR DETAIL <br />NTS <br />>0(yU,At1RF.V!tW ASSIS7 <br />Virtual Review Psi fV(d9 <br />Plans Review compfek and ap11ve <br />for compliance with the 2.020 FBC 7th✓ <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 />LANDING <br />2X8 SYP STUDS SET TIGHT TO <br />SHEATHING AT 12" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAP <br />EACH ST& 1� RA EACH 1 SIDE) CENT RR 3)0d <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 />07 <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 />N <br />N <br />O <br />N <br />Co <br />N <br />LO <br />0 <br />0 <br />L0 <br />ar <br />Q <br />Z <br />W <br />O <br />0 <br />W <br />0 <br />z <br />Q <br />E <br />> 0 ; <br />0 <br />0 CIO <br />N N <br />d <br />w <br />V) <br />U <br />Q °w <br />% M <br />M <br />C <br />� <br />Vj <br />9 <br />2 O <br />°V) <br />'C <br />( <br />w Q � <br />p E� <br />rn <br />7Q�� <br />V <br />}i}M� <br />V <br />^ O a <br />'0 <br />C7 W <br />w � <br />o!OjM�QOQ�QLLU0��0 <br />w <br />w WQ '0 IS <br />Q Q V <br />�OOJZ�LLOzmocH_ <br />OZ Q <br />Q 0 <br />�wawv0-iwwWFnOf�¢p� <br />J <br />U) Z <br />Q�wOgH�Z�Yp�QOQ <br />oQ <br />o 0 o¢Q� <br />LL <br />I <br />INK <br />In <br />qqi- <br />C)N <br />o <br />N <br />0 <br />N <br />0 <br />N <br />Co <br />N <br />0 <br />N <br />N <br />N <br />O <br />ao <br />o <br />a <br />� <br />� <br />CD CDC) <br />I <br />I <br />I <br />Z <br />O <br />NLO <br />W <br />o <br />0 <br />0 <br />0 <br />0 <br />l <br />l <br />LO <br />N <br />C'M <br />d' <br />Ln <br />i <br />�C^)7 vJ <br />00 <br />} <br />z� <br />Z <br />C)a--+ <br />�--+ <br />W <br />Q <br />z W <br />z <br />O <br />U <br />W z <br />U V <br />O <br />= 5; <br />OF-O <br />Z <br />aF- <br />F-a <br />m= W <br />E- <br />N <br />W <br />ZOX <br />. <br />W <br />IZ <br />m E m <br />N <br />O <br />ZWO <br />Z <br />V <br />az u` <br />3 <br />Z <br />F� <br />OU <br />_p <br />m <br />z <br />z <br />z <br />z <br />W <br />W <br />J <br />0 <br />O <br />LAST PLOT DATE <br />• " <br />Z4_0 <br />0 <br />July 28, 2022 <br />W6- <br />I <br />. _J <br />2ND FLOOR PLAN <br />