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Cq <br />_j <br />_j <br />> <br />0 <br />IN <br />16-7 1/2" <br />R�S41 (5) <br />C <br />04 <br />4 <br />4 <br />4 <br />% <br />6 <br />5'-1 1/2" 5'-2 1/2'\*Kd <br />(2) 2068 BF <br />R&S <br />R & S <br />(2) 2068 BF <br />^(2) 2 <br />BEDROOM #4 <br />10'- 1 " X 10'-7" <br />8'-0" CLG <br />0 <br />T-2" <br />TP <br />30'-0" <br />c� <br />:;t <br />SH 25 <br />HD AT 7'-3" <br />C� <br />10'-6 1/2" <br />SH 25 <br />HID AT T-3" <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 />11-11 1/2" <br />13'-4 1/2" <br />ce) <br />6 T-1 5/8" 6 T-1 3/4" <br />L j <br />> to <br />01: N <br />C/) <br />�2"X36" <br />c' <br />..X36" CD <br />-TIC <br />A SS ? <br />ATTIC Q,(,:, DO (01 P <br />CCESS <br />N <br />BATH #2 <br />C <br />8'-0" CLG I <br />10 <br />C14 <br />W <br />X W <br />CD < <br />BEDROOM #3 <br />o W <br />11'-4" X 9'-8" <br />M <br />8'-0" CLG <br />'00 <br />4" <br />10'-4" 1'-4 1/2"--�_, <br />j.7-3 <br />1/2' <br />1 11'-7 7/8" <br />7- <br />BEDROOM #2 <br />1 <br />11'-5" X 10'-8" <br />u_ <br />M <br />I <br />SH 25 1 <br />SH 25 <br />8'-0" CLG <br />D <br />co -ID AT T-3" <br />z DA 7 <br />- <br />F E 7GRTE <br />EGRESS <br />I <br />C14 <br />I -a <br />(2) 2X6 HEADER <br />SEE M/S6 - TYP. 2ND <br />I <br />FLOOR WINDOWS----, <br />R&S <br />IT <br />2'-10" <br />DN <br />SH 25 SH 25 <br />HD AT 7'-3" <br />HID AT 7'-3" <br />EGRESS <br />71-21' T-21' 2'-9 1/2" 7'-2 1/2" <br />t <br />4 <br />51-81, 10, <br />14'-4" -01, <br />10 <br />30'-0" <br />OVERALL <br />SECOND FLOOR PLAN ELEVATION B <br />11 1-011 <br />1/4 1 <br />LO <br />N r,- <br />3:1- <br />U) < <br />0 <br />1: <br />TOP <br />L9 <br />00 <br />.1 <br />IT <br />60 <br />a. <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 26 <br />GARAGE 401 <br />TOTAL SQ FT 26411 <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 F-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 />WALLLEGEND: <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 />1777777777-777-77)" 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 />— <br />STAIR <br />RISERS TREADS LANDINGS TOTAL RISE <br />MARK <br />JAI 16 AT 7 9/16" 14 AT 10" 1 101-03/411 <br />INSULATION REQ. <br />IOCATION R-VALUE I TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2X4 R-1 1 /R-1 3 KRAFT FACED <br />EXT FRAME 2X6 R-19 KRAFT FACED <br />— <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFLES AT EAVE) <br />GARAGE SEPARATION R-1 1/R-1 3 KRAFT FACED <br />(GARAGE I LIVING) <br />RAILING ON OPPOSITE <br />LOFT <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 />JL.. <br />SEE SHEET ST <br />ENGINEER <br />TRUSSES FOR STAIR DETAILS <br />1/2" DRYWAL <br />PWDR <br />BATH <br />ENCLOSED ACCESSIBLE <br />SPACE UNDER STAIRS <br />SHALL HAVE WALLS, UNDER 3 <br />A3 <br />STAIRS SURFACE AND ANY <br />SOFFIT PROTECTED ON <br />THE ENCLOSED SIDE WITH <br />1/2" GYPSUM BOARD. FBCR <br />_j 302.7 <br />= _j <br />9 <br />r- W 42c,__ 7 7--� <br />> (3) 2X12 STRINGERS <br />0 <br />REFER TO SHEET ST <br />FOR ADDITIONAL <br />STAIR INFORMATION LANDING <br />AND DETAILS <br />STAIR SECTION <br />if 1-011 <br />1/2 1 <br />ISEE SHEET ST HEADROOM IN STAIR <br />FOR STAIR DETAILS! TO BE 6'-8" IN ACCORWDAAYCE <br />W/ FBCR R311.7.2 <br />iv NOSING <br />V <br />FED R <br />A <br />To BE <br />W/ FBC <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 />�A <br />.-' I A: - <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 />SIDEICENT DWI (13) 10d <br />AIL <br />N AND �) 1/4" X 2-1/4" <br />TITENS INT GROUT FILLED <br />CMU - STRAPS TO BE <br />ATTACHED DIRECTLY TO CMU <br />CENTER OF STRAP AT <br />TMALL 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 />WALL SPLICE DETAIL <br />4 N.T.S. <br />ompliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />z <br />A3 <br />< <br />z <br />z <br />W <br />W <br />c) <br />>"r­ <br />LAST PLOT DATE <br />N . <br />4_0 <br />0 <br />I � <br />I <br />J <br />2ND FLOOR PLAN B <br />