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J <br />J <br />O < <br />W <br />> <br />O <br />I <br />ih <br />T <br />30'-0" <br />✓ERALL <br />16'-7 1/2" <br />10'-6 1/2" <br />SH 25 <br />SH 25 <br />HD AT 7'-3" <br />HD AT T-3" <br />EGRESS <br />R & S <br />H <br />SHLV <br />d, <br />N <br />r <br />_ <br />I _ <br />0?WIC <br />'-0" CLG <br />`l <br />o> <br />v <br />4' <br />15'-0 1/2" <br />N <br />L 5'-3 1/2" 6" <br />T-2" <br />15'-4" <br />2668 OWNERS BATH <br />8'-0" CLG <br />N TB <br />00 <br />co <br />OWNERS SUITE <br />N <br />_ <br />15'-4" X 14'-0" <br />0o <br />N <br />8'-0" CLG <br />DTP <br />-- <br />R&S <br />SHW HD & <br />00 <br />00 <br />VALVE <br />N <br />60" x 36" <br />_ - <br />SHOWER PAN <br />- <br />AH <br />BEDROOM #5 <br />M <br />10'-0" X 10'-1" <br />M <br />8'-0" CLGLo RETURN <br />AIR BELOW <br />�s <br />S2 <br />LOFT <br />¢ <br />13'-4" X 10'-8" <br />W <br />8'-0" CLG <br />4' 5'-1 1/2" 5'-2 1/2" �s� <br />3' 1811 1 /2" 10 <br />10 't <br />13'-4 1/2" <br />N <br />— <br />(2) 2068 BF <br />T-5" T-1 5/8" T-1 3/4" <br />R & S <br />----- R&s <br />L— J <br />-j T <br />_T_ <br />(2) 2068 BF <br />`V <br />2668 22"X36" <br />ATTIC <br />a <br />MC , <br />�15 <br />ACCESS <br />J P <br />N <br />15 <br />ti BATH #2 <br />14 <br />LO 8'-0" CLG <br />13 <br />BEDROOM #4 <br />2668 <br />TB 2668 <br />12 <br />10'-1" X 1U-7" <br />8'-0" CLG <br />11_ <br />M� <br />N� U) <br />W <br />❑W <br />4" 10'-4" 1'-4 1 /2" <br />BEDROOM #2 <br />11'-5" X 10'-8" <br />8'-0" CLG %0ca0 <br />0 <br />O <br />(2) 2X6 HEADER c� <br />SEE M/S6 - TYP. 2ND <br />FLOOR WINDOWS----,\ <br />SH 25 SH 25 <br />H D AT 7'-3" H D AT 7'-3" <br />EGRESS <br />7'-2" 4.0 7'-2" <br />14'-4" <br />2668 <br />0 <br />ao - <br />� CV <br />N � <br />-3 1/2" M <br />Co <br />06 0? N <br />R & S <br />5'-8" <br />30'-0" <br />OVERALL <br />SECOND FLOOR PLAN ELEVATION B <br />1 /411 = 1'-011 <br />BEDROOM #3 <br />11'-4" X 9'-8" <br />8'-0" CLG <br />11'-7 7/8" <br />SH 25 <br />D AT T-3" <br />EGRESS <br />TOP <br />T 18'-0 <br />2'-10" <br />N <br />U)Q <br />-4" <br />DN <br />LC8 3/8" <br />T-36/4" <br />2'-9 1/2" J, T-2 1/2" <br />�r <br />10'-0" <br />LO <br />N <br />00 <br />SQUARE FOOTAGE: <br />AREA PROPOSED <br />FIRST FLOOR LIVING 930 <br />SECOND FLOOR LIVING 1287 <br />TOTAL LIVING SQ FT 2217 <br />ENTRY 6o <br />GARAGE 401 <br />TOTAL SQ FT 2642 <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 7ih 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 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 />GARAGE DR 30.0 -33.9 30.0 -33.9 <br />LOFT <br />ENGINEER <br />TRUSSES <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 />LINO <br />77771 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 />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 GHALL 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 />RAILING ON OPPOSITE HEADROOM AT STAIRS TO BE 6'-8" MIN. <br />WALL - PROVIDE <br />BLOCKING AS REQUIRED STRUCTURAL LIVE LOAD @ STAIRS <br />=40PSF. <br />\ <br />I_ <br />\ SEE SHEET ST <br />\ \ FOR STAIR DETAILS <br />1/2" DRYWALL---' \ \ <br />PWDR \ <br />BATH <br />ENCLOSED ACCESSIBLE \ <br />SPACE UNDER STAIRS 3 <br />SHALL HAVE WALLS, UNDER A3 <br />STAIRS SURFACE AND ANY --- <br />SOFFIT PROTECTED ON I ' <br />THE ENCLOSED SIDE WITH I <br />1/2" GYPSUM BOARD. FBCR I <br />302.7 <br />t`-- —.0e <br />(3) 2X12 STRINGERS - <br />REFER TO SHEET ST <br />FOR ADDITIONAL <br />STAIR INFORMATION LANDING <br />AND DETAILS <br />° a d e - - ° ° ° . <br />.. . .. ° e d. <br />\ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ < ° a °' < <br />i\ <br />STAIR SECTION <br />1 /211 = 1'-011 <br />q 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 />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 />M <br />N <br />O <br />N <br />\ <br />rn <br />LO <br />p� <br />o <br />�a <br />w <br />LO <br />t<n <br />' <br />O <br />;" <br />W <br />11 <br />G <br />M u7 N <br />E <br />nV) <br />1V <br />N <br />0 <br />_W <br />N <br />U <br />❑ <br />0— <br />u n <br />W <br />` <br />D <br />L M <br />2 <br />.�� <br />o <br />p LL 0 <br />O <br />9 Q <br />V_� <br />S <br />ULU o <br />Q <br />11. N <br />� <br />` <br />W <br />i <br />QO E� <br />CL <br />❑ u c W Q H <br />W� W J W 2� o <br />I]_ f, W<CLU _X_Wp�X�U-V02-0 <br />4 Q Q U �oo¢ZU-LL— �oo�¢Q <br />A3 l-- oWWW0zoWO°�mzz� <br />d !nW W � W¢ J <br />tJ CL <br />U) O Z -~< WW OZwW��O❑CL <br />0LL a ❑ o ❑ ¢�¢ <br />I <br />O <br />I N <br />I z <br />0W <br />I ~ <br />U ti <br />>Cj)(0o <br />Q�jM� <br />LU LO <br />LL <br />z 00 <br />z v �<- <br />W z <br />W <br />J O <br />M1 d' <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) CENTERED W/ (13) 10d <br />NAILS AND () 1/4" X 2-1/4" <br />TITENS INTOO 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 />_ ALL <br />W <br />0 <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 />V <br />"V <br />A <br />� <br />2 <br />21123 <br />Virtual <br />vie <br />Assist, <br />Inc. <br />, <br />Plans Review <br />ompleiec <br />apd <br />ap <br />)r compliance wi <br />lh the <br />20 <br />0 lF1 <br />C l7t <br />Ed <br />t <br />by Debra <br />nne <br />Kla <br />r P <br />230 <br />C) <br />I <br />I <br />I <br />IUD <br />0 <br />0 <br />0 <br />0 <br />N <br />0 <br />M <br />0 <br />O <br />N <br />O <br />N <br />O <br />C)� <br />O <br />O <br />r <br />r <br />O <br />N <br />O <br />N <br />O <br />i <br />i <br />Z <br />O <br />N� <br />W <br />o <br />0 <br />0 <br />0 <br />0 <br />0 <br />l <br />> <br />N <br />M <br />L6 <br />CO <br />i <br />VJ <br />z� <br />¢ Z <br />W <br />C)4--+ <br />-IE-� <br />W <br />z � <br />U <br />Woo <br />v0U) <br />O <br />Z)zj <br />O�❑ <br />Q <br />Z <br />aWa <br />� <br />F_ <br />W3:a <br />�--1 <br />CO F_ W <br />[V <br />F_� <br />O <br />N <br />�O-r <br />■ ■ <br />W <br />� <br />aF-Z) <br />Q <br />0 <br />gWo <br />• • <br />z <br />°z <br />U)Z <br />M2 <br />OU <br />p <br />m <br />Z <br />z <br />z <br />Z <br />w <br />W <br />J <br />O <br />0 <br />LAST PLOT DATE <br />Z 4-1 <br />—6— <br />J <br />2ND FLOOR PLAN B <br />,-I--- � - - - -- <br />- - - - - -- � � -:❑ � i �..,r� iu � ..,��i�s .i��,�,,r.,i r:�,��s:r�i�;u,..e�i��nn�i.ys .. �...,ti, l.d.�a.i�. i i �� 1 y1d <br />