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_j <br />0? <br />04 <br />LO > <br />0 <br />C� <br />N <br />C14 <br />C� <br />04 <br />9 <br />C? <br />60 <br />W <br />J <br />,dt'\TIE BEAM <br />M <br />bo <br />I � <br />P: <br />110, <br />7 5/8" <br />00 <br />30'-0" <br />14'-4" 101-4" 5'-4" <br />42"X42" AC PAD, <br />SEE SHEET SN1 <br />FOR AC UNIT <br />HOLD DOWN <br />3 1/2" 2'-0" It <br />CIO SH 25 <br />00 <br />HD AT I <br />LO tHB <br />t EGRESS <br />91111:2 <br />10 <br />FA <br />IWA <br />FA 14 <br />311, <br />FA 1 <br />Jul! <br />VA 14 <br />M <br />FA <br />141F <br />- <br />a <br />A <br />a <br />Lail <br />nft!1�109_ <br />__ <br />FIRST FLOOR PLAN ELEVATION B <br />11 = 1-011 <br />1/4 1 <br />7 5/8§ <br />2x8 <br />HEADER <br />SEE Q/S, <br />SH <br />7 5/8" <br />r <br />bo <br />TIE BEAM <br />Ln <br />9 <br />C14 <br />04 <br />0? <br />!0 <br />8" EXT <br />FRAME <br />WALL <br />30'-0" <br />21-1011 241-4" 1. 21-11 <br />SH 25 <br />HD AT T-21" <br />EGRESS <br />(2)2X6 HEADER <br />SEE M/S6 - TYP. <br />2ND FLOOR SH 25 <br />W1NDOWS------­,\ HD AT 7'-3 <br />EGRESS <br />E <br />a -me <br />MIZ! N11 MA <br />i <br />0 0 0 <br />11� <br />3-1 <br />% <br />4 <br />5. <br />4 <br />% <br />1 <br />E <br />N <br />SECOND FLOOR PLAN ELEVATION B <br />li 1-011 <br />1/4 1 <br />INSULATION REQ: <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC WALL <br />II HIGH PERM <br />EXT FRAME 2X4 <br />R-1 1 / R-1 3 KRAFT FACED <br />EXT FRAME 2X6 <br />R-1 9 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />(GAIRAGE/LIVING) <br />R-1 1 R-1 3 KRAFT FACED <br />4" <br />1.0 f? Il <br />C-4 t- U) <br />w <br />C? U) <br />LO i�_ V) <br />C14 I <br />X�w <br />U) 10 <br />0 <br />4 <br />IT <br />0 <br />9 <br />141) <br />-2-PLY BUIC W/ (2) <br />MSTA36 STRAPS <br />TO FLOOR <br />TRUSS BELOW <br />9 <br />bo <br />�TO P 10- <br />AT 18'-0" <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 />W1 1/2" EPDXY ANCHOR CR <br />1/2" J BOLT W/ MIN. T' <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 <br />SIZES 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 />ALL ANGLED WALLS TO BE 45* UNLESS NOTED <br />OTHERWISE <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 "I GYPSUM BOARD (OR EQUIVALENT) <br />APPLIED TO THE GARAGE SIDE. <br />TOWEL BAR - (T.B.) = 56" A.F.F. <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) = I A.F.F. <br />ROD AND SHELF (DBL)- (li = 40" & 80" A. F. F. <br />CORNER SHELF = 56" A.F.F. <br />MEDICINE CABINET - (M.C.) = 75" TO TOP OF <br />CABINETA.F.F. <br />WALL LEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS. <br />8" C <br />MU W/ 1X3 PT FURRING STRIP R <br />4.1 HIGH PERM,1/2" GYP <br />2x4 INSULATED EXTERIOR STUD W/ 1/2" <br />GYP ON INTERIOR SIDE. LINO <br />NON -BEARING 2X4 STUD W/ 1/2" GYP. <br />LINO <br />BEARING WALL 2X4 16" O.C. W/ 1/2" <br />GYP. LINO <br />13 FILLED CELL W/(1) #5 VERTICAL <br />FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />FILLED CELL W/(2) #5 VERTICAL <br />0 FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />SQUARE FOOTAGE: <br />AREA <br />PROPOSED <br />FIRST FLOOR LIVING <br />SECOND FLOOR LIVING <br />1110 <br />1470 <br />TOTAL LIVING SQ FT 2580 <br />ENTRY <br />GARAGE <br />33 <br />403 <br />TOTAL SQ FT 3016 <br />STAIR DATA <br />STAIR <br />MARK <br />RISERS <br />TREADS <br />LANDINGS <br />TOTAL RISE <br />rAj <br />17AT73/32" <br />15AT10" <br />1 <br />10'-0 3/4" <br />TREADS WITH 1" NOSING <br />AWALL SPLICE DETAIL <br />3 <br />A N.T.S. <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 />Zol 4 ft) <br />As per Florida Building Code 7th edition (2020), <br />Residential Table R301.2 (4) (Wind Speed Conversions) <br />al E7-10Methods <br />WALL <br />TRIBUTARY <br />AREA (ft)2 <br />INTERIOR <br />END <br />10 <br />39.4 <br />-42.1 <br />39.4 <br />-51.8 <br />20 <br />37.6 <br />-40.5 <br />37.6 <br />-48.6 <br />50 <br />35.2 <br />-37.3 <br />35.2 <br />-43.7 <br />100 <br />33.4 <br />-35.6 <br />33.4 <br />-40.5 <br />GARAGE DI <br />30.0 <br />-33.9 <br />30.0 <br />-33.9 <br />2X8 SYP STUDS SET TIGHT TO <br />SHEATHING AT 12" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAP <br />EACH STUD Q1 STRAP EACH <br />SIDE)CENTE DW/(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 />w <br />III- <br />0 <br />z <br />w <br />w <br />U) <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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