Laserfiche WebLink
N <br />0 <br />N <br />.J <br />J <br />O � <br />�W <br />�> <br />0 <br />4" <br />4" <br />16-7 1/2" <br />R&S <br />F-- <br />C <br />I <br />I v <br />WIC <br />'-0" CLG <br />I <br />� <br />V-0 1/2" <br />NL <br />5'-3 1/2,, 6". <br />�26.68 <br />WNERS BATH <br />8'-0" CLG <br />I <br />TB <br />I <br />� <br />I <br />� <br />R&S <br />.. <br />SHW HD & <br />VALVE- <br />30'-0" <br />OVERALL <br />SHLV II <br />TP <br />10'-6 1/2" <br />SH 25 SH 25 <br />HD AT T-3" HD AT 7'-3" <br />56 N <br />0 <br />Ln <br />3'-2" T. 15'-4" <br />N OWNERS SUITE <br />15 4 X 14 0 <br />N 8'-0" CLG <br />iA <br />CV <br />60 x 36 <br />i <br />SHOWER PAN <br />oN <br />BEDROOM #5 <br />M <br />10'-0" X 10'-11, <br />8'-0" CLG <br />RETURN <br />AIR BELOW <br />?61 <br />} <br />�s0d' <br />1/2 <br />5'-1 1/2" <br />5'-2 1/2" <br />3t8" <br />N <br />(2) 2068 BF <br />3'-5" 3'- <br />R & S <br />I <br />----- — -- L— j <br />R & S <br />(2) 2068 BF <br />iv <br />2668 <br />22"X36" <br />ATTIC(z)ACCESS <br />. o . <br />. . <br />P <br />N <br />BATH #2 <br />is 8'-0" CLG <br />BEDROOM #4 <br />2668 <br />2( <br />10'-1" X 10'-7" <br />8'-0" CLG <br />10'-4" <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 />V-4 1 <br />SH 25 SH 25 <br />HD AT 7'-3" HD AT 7'-3" <br />EGRESS <br />7'-2" T-2" <br />14'-4" <br />0 <br />00 <br />- <br />N <br />co <br />N <br />3 1/2" <br />M <br />7-1 <br />LL <br />ca <br />00 <br />co <br />I00 I ccOo <br />N I -6 I 00 N <br />1 I R&S <br />5'-8" <br />30'-0" <br />OVERALL <br />LOFT <br />13'-4" X 10'-8" <br />8'-0" CLG <br />IT-4 1/2" <br />1 5/8" T-1 3/4" <br />BEDROOM #3 <br />1 V-4" X 9'-8" <br />8'-0" CLG <br />1 V-7 7/8" <br />SH 25 <br />D AT T-3" <br />EGRESS <br />2'-9 1/2" J, 7'-2 1/2" <br />10'-0" <br />SECOND FLOOR PLAN ELEVATION A <br />1/4 " = 1'-0" <br />2'-10" <br />DN <br />TOP <br />T 18'-0° <br />4" <br />N r` <br />�a <br />0 <br />►% <br />to <br />N <br />(- <br />0 <br />Y <br />00 <br />J <br />J <br />O Q <br />d W <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 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 1 -33.9 30.0 -33.9 <br />STAR SECTION <br />1/2 = 1'-0" <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 />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 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/P.-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 />SEE SHEET ST HEADROOM IN STAIRWAY <br />FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE <br />1W/ FBCR R311.7.2 <br />10" du1" NOSING <br />rn <br />(3) 2x12 STRINGER--' <br />STAIR DETAIL <br />NTS <br />RISERS CUT FROM <br />I 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 />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) CENTE D 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 <br />0 <br />z <br />1 <br />M <br />c <br />N <br />� <br />r�`• ,�..., 1 3.bf .1 <br />Q <br />^' <br />w <br />0 <br />w <br />P <br />W <br />0 <br />z <br />Q <br />cn <br />` <br />Ntn�' E <br />'C ' <br />_W <br />`T <br />' <br />0 M c <br />N <br />U <br />d <br />I <br />0 <br />V <br />M <br />-0-0— <br />M <br />= 0 <br />r O <br />u g <br />00-8 <br />c <br />•� <br />V <br />w O <br />a� <br />c <br />0O — <br />.� <br />o <br />C� w ww0o <br />QV Xf) U)03:X 00, <br />Q F- 0v)x 0 OX00mz ci <br />zz <br />O O cn�n �cnww�v�LLo ¢p a. <br />�QQOw�ZwZ�wUDa <br />Z aLL pw ���-2w0 Q <br />oQ o 0 0 <br />~ LL <br />O <br />O <br />04 <br />Z W <br />(n O <br />(00 <br />Q F-� `M O <br />� J � <br />� W in ILL Lq <br />Z00 <br />V <br />W <br />W <br />A <br />INK <br />LO <br />0 <br />ooQaoo <br />N <br />N <br />N <br />N <br />N <br />N <br />N <br />N <br />O <br />O <br />.- <br />sf <br />N <br />co <br />O <br />N <br />N <br />I <br />1 <br />Z <br />0 <br />N <br />W <br />� <br />O <br />o <br />0 <br />0 <br />0 <br />0 <br />i <br />e- <br />N <br />M <br />V' <br />ui <br />(O <br />1 <br />� <br />VJ <br />zl <br />O <br />W <br />qz <br />W <br />00zz <br />Q <br />0 <br />U <br />U U <br />U <br />.� <br />O <br />or¢ <br />Z <br />a..Wa <br />r <br />F-- <br />X - a <br />00 it w <br />(V <br />�-O <br />(V <br />>- <br />zn= <br />}oU) <br />JULW <br />W " <br />2023 <br />Q <br />a,~� <br />g w Of <br />�N <br />z <br />v�-Z <br />� <br />Z <br />Hm <br />Virtual Review Assist. Inc. ' <br />Plans Review completed <br />(,.) <br />and approved <br />for compliance with the 2020 FBC 7th Ed <br />Q <br />a <br />NOTE: <br />1. 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 />i <br />i <br />Anne Klahr PX2300 ton 00 <br />z A3 <br />Uj U-) <br />C LAST PLOT DATE <br />Juiy 11, 2023 <br />::I Z0 <br />�. J I 21ND FLOOR PLAN A <br />z <br />z <br />W <br />J <br />0 <br />N <br />O <br />