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0 <br />N <br />N <br />Cl) <br />16'-7 1/2" <br />R&SO C� (5) <br />� — — SHLV <br />WIC <br />'-0" CLG <br />5'-0 1/2" <br />N 5'-3 1/2" <br />2668 <br />41 <br />OWNERS BATH <br />8'-0" CLG <br />I <br />N TB <br />I <br />Co <br />I <br />>^< <br />R&S <br />SHW HD & <br />VALVE <br />60" x 36" <br />SHOWER PAN <br />BEDROOM #5 <br />10'-0" X 10'-1" <br />8'-0" CLG RETURN <br />AIR BELOW-\ <br />4" <br />6-1 1/2" <br />— — — — <br />(2) 2068 BF <br />30'-0" <br />SH 25 <br />HD AT T-3" <br />CV <br />r <br />r <br />i <br />r <br />3'-2" � <br />0 <br />co <br />N <br />N <br />TP <br />CO CV <br />0 _� <br />N � <br />10'-6 1/2" <br />SH 25 <br />H D AT T-3" <br />EGRESS <br />15'-4" <br />OWNERS SUITE <br />15'-4" X 14'-0" <br />8'-0" CLG <br />LOFT <br />13'-4" X 10'-8" <br />8'-0" CLG <br />5'-2 1/2" "d' 3'-8" 13'-4 1/2" <br />N <br />F- <br />(2)2 68 BF I T-5" T-1 5/8" 3'-1 3/4" <br />> <br />R&S L— �6,J —= iv <br />G� U) <br />2668 22"X36" C <br />ATTIC <br />ACCESS P <br />J <br />N _ <br />ti BATH #2 <br />0 <br />zo 8'-0" CLG <br />BEDROOM #4 2668 TB 2668 V12' <br />10'-l" X 10'-7" 8'-0" CLG <br />4 10'-4" V-4 1/2'! <br />BEDROOM #2 <br />11'-5" X 10'-8" <br />8'-0" CLG <br />(2) 2X6 HEADER <br />SEE M/S6 - TYP. 2ND <br />FLOOR WINDOWS----, <br />u- <br />m <br />0 <br />co <br />0 <br />N <br />2'-10" <br />2668 <br />0 8 <br />� __ _ <br />0 <br />06 op N <br />L 4It <br />-- <br />R&S <br />fL. <br />BEDROOM #3 6 _ <br />11'-4" X 9'-8" 5 <br />8'-0" CLG -- - - <br />4 <br />11'-7 7/8" <br />SH 25 <br />D AT T-3" <br />EGRESS <br />SH 25 SH 25 <br />HD AT T-3" HD AT T-3" <br />EGRESS <br />T-2" T-2" 2'-9 1/2" 7'-2 1/2" <br />14'-4" 5'-8" 10'-0" <br />30'-0" <br />SECOND FLOOR PLAN ELEVATION B <br />1/4 it = 1'-011 <br />TOP <br />T 18'4' <br />CD <br />0 <br />6+ <br />a r <br />0 <br />SQUARE FOOTAGE: <br />AREA PROPOSED <br />FIRST FLOOR LIVING 930 <br />SECOND FLOOR LIVING 1287 <br />TOTAL LIVING SQ FT 2217 <br />ENTRY F96 <br />GARAGE 401 <br />TOTAL SQ FT 2644 <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 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 -33.9 30.0 -33.9 <br />STAIR SECTION <br />1/2 = 1'-011 <br />WALL LEGEND: <br />2X4 INSULATED EXTERIOR STUD W/ 1/2" <br />GYP ON INTERIOR SIDE UNO <br />NON -BEARING 2X4 STUD W/ 112" 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 MARK RISERS TREADS LANDINGS TOTAL RISE <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 />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 />I 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 />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 />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 (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. 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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 />W <br />z <br />z <br />z <br />z <br />w <br />W <br />o <br />0 <br />N <br />LAST PLdt DATE <br />Zo <br />J <br />2ND FLOOR PLAN B <br />