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16 <br />.J <br />oW <br />'t> <br />O <br />N <br />f3 <br />4" <br />M <br />N <br />U q <br />0 <br />4" <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. UNO <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 />STAIR <br />RISERS <br />TREADS <br />LANDINGS <br />TOTAL RISE <br />THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER <br />Residential Table R301.2 (4) (Wind Speed Conversions) <br />MARK <br />CODE. <br />and ASCE 7-10 Methods <br />WALL <br />El <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 />. <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 CONC 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 />EXTFRAME 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 />LINE OF GARAGED 30.0 1 -33.9 30.0 1 -33.9 <br />(INSTALL BAFFLES AT EAVE) <br />MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F <br />ROOF <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />BELOW 30'-0" <br />(GARAGE / LIVING) <br />*PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR <br />OVERALL <br />T.B. AND T.P. <br />2'-10" 10'-6 1/2" U 16'-7 1/2" _ <br />SH 25 <br />HD AT T-3" SH 25 <br />EGRESS HD AT 7'- ' <br />N <br />o� <br />v <br />15'-4" <br />OWNERS SUITE <br />164" X 14'-0" - <br />8'-0" CLG `� <br />DN <br />T-3 3/4" <br />CV <br />LOFT <br />13'-4" X 10'-8" <br />8'-0" CLG <br />IT <br />13'-4 1/2" <br />CV <br />TA <br />T-13/4" 3'-15/8" S-5" <br />E1:E>-j <br />T <br />• • L <br />r <br />BAT <br />CLG2 <br />BEDROOM #3 <br />11'4" X 9'-8" <br />8'-0" CLG - <br />SH 25 <br />D AT 7' <br />EGRESS <br />SHLV �� M , <br />3'-2" <br />TP <br />AHU <br />1'-11 1/2" <br />I <br />L� —J <br />1 22"X36" <br />I ATTIC <br />ACCESS <br />5'-3 1/2" <br />DWNERS BA <br />8'-0" CLG <br />R&S <br />OO <br />WIC I <br />8'-0" CLG <br />I <br />CV 5'-0 1/2" 1 <br />BEDROOM #4 <br />10'-1 " X 10'-7" <br />8'-0" CLG <br />N <br />� M <br />O <br />11'-7 7/8" M 2'-3 1/2" 1'-4 1/2" 10'-4" <br />T-2 1/2" L 2'-9 1/2" <br />10'-0" <br />BEDROOM #2 <br />1 m 11'-5" X 10'-8" <br />1 �1 0 84CLG <br />/ C? 1 1 01 <br />N <br />—;t — (2) 2X6 HEADER <br />`* R & S SEE M/S6 - TYP. 2ND <br />FLOOR WINDOWS <br />SH 25 SH 25 <br />HD AT 7'-3" HD AT T-3" <br />EGRESS <br />T-2" 7'-2" <br />5'-8" I_ 14'-4" <br />30'-0" <br />OVERALL <br />SECOND FLOOR PLAN (ELEVATION A <br />1 /T11 = 1'-0" <br />4" <br />ih <br />LO N ~ W <br />�qC7 <br />0W <br />2 <br />4" <br />N <br />O <br />N <br />COCQ <br />r <br />19 <br />M <br />J <br />W <br />> <br />O <br />STAIR SECTION <br />1/2 = 1'-0" <br />SEE SHEET ST HEADROOM IN STAIRWAY <br />FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE <br />IW/ FBCR R311.7.2 <br />�j 10" dI" NOSING <br />i0 <br />(3) 2x12 STRINGER---' <br />STAIR DETAIL <br />NTS <br />RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT FROM <br />2x MATERIAL <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 />4 <br />A3 <br />r <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <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 />- w L <br />z MAR 2 5 2023 <br />N <br />N <br />O <br />N <br />N_ <br />1.0 <br />00 <br />LO <br />q <br />Z <br />W <br />2 <br />2 <br />O <br />0 <br />W <br />Of <br />0 <br />Z <br />Q <br />to <br />N LO <br />W <br />L <br />' OP <br />U <br />�' <br />B <br />OM00 <br />N m <br />ai <br />jj'� <br />` <br />U 8 <br />_ 0 <br />O�1 <br />0 <br />�a <br />• <br />s <br />U6 <br />N <br />V <br />W 0- <br />p E= 2 <br />C <br />V <br />a CO <br />wow ¢zW �a W M�w <br />LIJ o <br />z�QLX0WL)U� <br />W0o¢tRCyU)Qf0zm? <br />cnU' 0Z LwOzU)Zp2Q <br />LL <br />�e <br />¢ zi <br />- XOQ Q® <br />LL L <br />11 <br />z W <br />O� <br />5 r-, <br />0E- MO <br /><C W., � i <br />ILL <br />F- W CL M <br />r <br />Q Q 00 <br />U I— <br />z <br />z <br />J <br />O <br />N <br />N <br />N <br />N <br />N <br />O <br />N <br />CD <br />N <br />N <br />0 <br />N <br />0 <br />N <br />ti <br />N <br />O <br />N <br />C <br />O <br />�— <br />a <br />I <br />i <br />O <br />O <br />r <br />r <br />C) <br />C) <br />1 <br />0 <br />NUD <br />W <br />g <br />0 <br />0 <br />q <br />0 <br />l <br />> <br />c^') <br />It <br />U-3 <br />MI <br />co <br />Z <br />z F- <br />W <br />qZ <br />w <br />O <br />_ <br />W <br />9 co <br />U <br />WOO <br />U <br />�zj <br />-0 <br />O <br />o�Q <br />z <br />a!za <br />T� <br />X3:Q <br />MM - w <br />N <br />�2 <br />N <br />� <br />zo� <br />SEE FOUNDATION PLAN w W q~= <br />FOR FILLED CELL w ■ ■ <br />SPACING. U (.0 Q Z W O <br />CDQ U aZ <br />Z <br />U)z <br />yViurtu�a(view Assist, Inc. U <br />Plans Review completed and approved O O a <br />for compliance with the 2020 FBC 7th Edition M <br />NOTE: by Debra Anne Klahr PX2300 W <br />1. GROUT TOP (2) COURSES SOLID A3 z <br />2. MAX. WALL HEIGHT 20'-0" AT 140C z z <br />W <br />WIND PRESSURE. IF CONDITIONS <br />ARE EXCEEDED, CONTACT E.O.R. Uj o <br />C) LAST LAST PLOT DATE " <br />• December 14, 2022 <br />41 WALL SPLICE DETAIL Z O <br />N.T.S. I 2ND FLOOR PLAN A <br />