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N <br />0 <br />N <br />4" <br />LO <br />M� <br />NW <br />W <br />va0 <br />ow <br />16-7 1/2" <br />30'-0" <br />R & S O j (5) <br />— — SHLV <br />I <br />I v <br />WIC <br />'-0" CLG <br />I <br />� <br />15'. 0 1/2" <br />NL 5'-3 1/2" <br />�2668 <br />OWNERS BATE <br />8'-0" CLG <br />i <br />N TB <br />0 <br />I <br />`r <br />L — — <br />R&S <br />SHW HD & <br />VALVE <br />7 <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 />5'-1 1/2" 5'-2 1 /2" 6d' <br />R&S (2)2— BF <br />(2) 2068 BF R & S <br />BEDROOM #4 <br />10'-1" X 10'-7" <br />8'-0" CLG <br />4111 10'4" V-4 1/2'! <br />BEDROOM #2 <br />1 V-5" X 10'-8" <br />8'-0" CLG <br />(2) 2X6 HEADER <br />SEE M/S6 - TYP. 2ND <br />FLOOR WINDOWS----, <br />� o <br />3'-2" <br />0 <br />CD <br />N <br />it) <br />TP <br />CV <br />O_ <br />AHU �P <br />M <br />M <br />V z <br />1'-111/2" <br />T-8" <br />N <br />10'-6 1/2" <br />SH 25 <br />HD AT 7'-3" <br />FC,RFSS <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 />13'-4 1/2" <br />3'-5" T-15/8" 3'-1 3/4" <br />L �zo <br />8 <br />22"X36" o C , <br />ATTIC O Z <br />ACCESS P <br />J <br />N <br />BATc �2 <br />SH 25 SH 25 <br />HD AT 7'-3" HD AT 7'-3" <br />EGRESS <br />7'-2" 7'-2" <br />14'-4" <br />�U l '-3 1/2" M <br />m I <br />00 0 <br />N I06 I - <br />00 N <br />1 I R&S <br />5'-8" <br />30'-0" <br />OVERALL <br />2'-10" <br />BEDROOM #3 <br />1 V-4" X 9'-8" <br />5 <br />8'-0" CLG <br />4 <br />1 V-7 7/8" <br />3'-3 <br />/4" <br />SH 25 <br />D AT 7'-3" <br />EGRESS <br />4" <br />(0 <br />LO <br />N <br />=Q <br />0 <br />4" <br />v <br />3/8" <br />J <br />J <br />O tr <br />�W <br />> <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 54 <br />GARAGE 401 <br />TOTAL SQ FT 2672 <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 />GARAGE DR 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/ 1/2" GYP. <br />LINO <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 SAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />eo <br />�r <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" NOSING <br />2'-9 1/2" 7'-2 1/2" <br />10'-0" <br />RISERS CUT FROM <br />1x MATERIAL <br />4_N,z__2xREADS <br />MATERIAL FROMCUT <br />M <br />SECOND FLOOR PLAN ELEVATION A <br />1/4 ff = 1'-0" <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. U.N.O. <br />SEE PLAN <br />NOTE: <br />1. GROUT TOP (2) COURSES SOLID <br />2. MAX. WALL HEIGHT 20'-0" AT 140C <br />WIND PRESSURE. 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