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TOP <br />T 18' <br />0 <br />0 <br />0Q <br />v <br />1 <br />N <br />e <br />4" <br />4" <br />2'-10" <br />DN <br />SH 25 <br />HD AT T-3" <br />EGRESS <br />10'-6 1/2" <br />15'-4" <br />OWNERS SUITE <br />164" X 14'-0" <br />8'-0" CLG <br />T-3 3/4" <br />LINE OF <br />ROOF <br />BELOW- <br />SH 25 <br />HD AT 7'- "11 <br />N <br />i— <br />rn <br />N <br />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 UNO <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 />UNO <br />WITH THE MANUFACTURER'S SPECIFICATIONS. <br />ENTRY 54 <br />BEARING WALL 2X4 16" O.C. W/ 1/2" <br />INSTALL RND DRYWALL BEADS AT HORIZ & VERT <br />GARAGE 401 <br />GYP. LINO <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 (2020), <br />Residential Table R301.2 (4) (Wind Speed 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 />WALL <br />16 AT 7 9/16" <br />14 AT 10" <br />1 <br />10'-0 3/4" <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 />APPLIED TO THE GARAGE SIDE, <br />LOCATION <br />R-VALUE / TYPE <br />20 37.6 -40.5 37.6 -48.6 <br />TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. <br />EXT CONIC 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 />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 />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />30'-0" <br />(GARAGE / LIVING) <br />*PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR <br />OVERALL <br />T.B. AND T.P. <br />16'-7 1/2" _ <br />LOFT <br />13'-4" X 10'4' <br />8'-0" CLG <br />13'-4 1/2" <br />N <br />CM <br />3'-13/4" T-15/8" 3'-5" <br />� J <br />Ld i <br />c c <br />•TPI <br />N <br />r26688 <br />H #2 ' <br />CLG "' <br />�� r2668 <br />r <br />0 <br />0(5)1 R & S <br />iL <br />Ma0 <br />v <br />WIC <br />N16 8'-0" CLG <br />111 <br />T-2" 6" 5'-3 1/2" cv 5'-0 1/2" <br />Of <br />OWNERS BATH 266 <br />8'-0" CLG <br />I <br />0 TB iv <br />cc <br />C.0 <br />0 <br />TP <br />— —J <br />R&S <br />�SHW HD & <br />VALVE <br />60" x 36" <br />SHOWER <br />AHU PAN <br />BEDROOM #5 <br />10'-01, X 10'-11, <br />RETURN 8'-0" CLG <br />AIR BELOW <br />1 T-8" `L5'-2 1/2" 5'-1 1/2" <br />068 BF R&S <br />St rC(2) <br />r--R&S <br />10 (2) 2068 BF <br />ATTIC <br />ACCESS <br />BEDROOM #4 <br />10'-1 " X 10'-7" <br />8'-0" CLG <br />BEDROOM #3 <br />11'-4" X 9'-8" <br />8'-0" CLG - <br />cV <br />0 <br />--1 <br />N <br />11'-7 7/8" co -7 <br />1/2" <br />1'4 1/2" 10'-4" <br />d. <br />I BEDROOM #2 <br />SH 25 <br />j u_ 1 l'-5" X 10'-8" <br />HD AT T- " <br />8 -0" CLG'. <br />CoCo <br />EGRESS - <br />CDc0a <br />oo <br />06 o <br />— — <br />— -� <br />(2) 2X6 HEADER <br />R & S <br />SEE M/S6 - TYP. 2ND <br />I FLOOR WINDOWS <br />T-2 1/2" <br />10'-0" <br />Sh 1b SH 25 <br />H D AT T-3" H D AT T-3" <br />EGRESS <br />2'-91/2" _ _ 7'-2" _ 7'-2° <br />-In <br />30'-0" <br />OVERALL <br />SECOND FLOOR PLAN (ELEVATION B <br />1 /4if = 1'-011 <br />14'-4" <br />4" <br />MIn <br />N <br />w <br />U)a(D <br />ow <br />LO ih co <br />New <br />co <br />ow <br />4" <br />0 <br />N <br />(V <br />cn <br />LOFT RAILING ON OPPOSITE <br />WALL - PROVIDE <br />BLOCKING AS REQUIRED <br />NOTE: <br />HANDRAIL TO COMPLY w/FBC 311.7.3 <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 A3 <br />TRUSSES \ FOR STAIR DETAILS <br />1/2 DRYWALL <br />PWDR ,. <br />BATH I '* <br />I <br />ENCLOSED ACCESSIBLE <br />SPACE UNDER STAIRS <br />SHALL HAVE WALLS, UNDER _ _ 3 <br />STAIRS SURFACE AND ANY — ^ A3 <br />> SOFFIT PROTECTED ON <br />O THE ENCLOSED SIDE WITH I <br />1/2" GYPSUM BOARD. FBCR <br />302.7 <br />(3) 2X12 STRINGERS - <br />REFER TO SHEET ST <br />FOR ADDITIONAL <br />STAIR INFORMATION LANDING <br />AND DETAILS <br />STAIR SECTION <br />1/2 = 1'-011 <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 />CD <br />RISERS CUT FROM <br />I MATERIAL <br />TREADS CUT FROM <br />—2x MATERIAL <br />(3) 2x12 STRINGER <br />STAIR DETAIL <br />`NTS <br />a <br />Virtual Review Assist, Inc. <br />Plans Review cernpieted and app <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 />a oa <br />tTET, m <br />Anna V12hr PX?3 0 <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) 1 Od <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 />T/WALL <br />»' w <br />O <br />z <br />a W <br />v7 <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 />co <br />N <br />O <br />N <br />M <br />N <br />M <br />LO <br />0 <br />0 <br />LO <br />z <br />w <br />2 <br />O <br />w <br />W <br />0 <br />z <br />(D LO <br />E <br />/V) <br />uJ <br />s= �O o <br />0 co N <br />U <br />} <br />"' co MR <br />- <br />NU <br />i�t" <br />-- <br />u a <br />2 <br />A) <br />W <br />L <br />t <br />` o <br />2 go <br />o <br />0 <br />9 ¢ <br />•N.i <br />w�� <br />' <br />QN <br />n` <br />W <br />L <br />0o �00 <br />C: <br />❑ <br />w w� w w2�0 <br />LU W < V ¢ - J0p�11� Up� 0 <br />H C)��W0ZoER0om0z�� <br />cn a cnww z �¢ >-0 <br />O Z j<< WQozWZOw�oa <br />(A LL ¢ow gF-1 gY❑QQ ¢ <br />o� o ❑ ❑¢QEr <br />�¢ o U_ <br />O <br />Z <br />LU <br />U <br />O <br />OF - MO <br />Q U M LO <br />�ti <br />/� LO <br />f I.L 0- co <br />0- <br />00 <br />Z U <br />W z <br />W <br />J O <br />Cfl <br />Mj <br />3 <br />O <br />0 <br />r` <br />0 <br />0 <br />N', <br />O <br />0 <br />N <br />0 <br />O <br />N <br />0 <br />CO <br />0 <br />C <br />O <br />N <br />N <br />i <br />C)0-0 <br />o <br />!- <br />0 <br />0 <br />0 <br />I <br />0 <br />N <br />W <br />o <br />a <br />o <br />0 <br />0 <br />o <br />LO <br />> <br />N <br />M <br />t.n <br />CO <br />i <br />VJ <br />zH <br />zz <br />C)-I--+ <br />W <br />a w <br />0 <br />V <br />�00 <br />� <br />�zj <br />LO .0 <br />O <br />or< <br />Q <br />Z <br />W-a. <br />I � <br />�. <br />I-o <br />I— <br />� a <br />m � w <br />N <br />~-10 <br />W <br />Q <br />zX0 <br />C)gZ� <br />v_ <br />z <br />az <br />U <br />� <br />0 <br />C) <br />z <br />a <br />z <br />z <br />w <br />Uj <br />J <br />ti <br />r� <br />"C'­ <br />o <br />> <br />LAST PLOT DATE <br />Z <br />, , <br />4_0 <br />0 <br />March 23, 2023 <br />J <br />2ND FLOOR PLAN B <br />