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io <br />N <br />N <br />HB <br />7 5/8" <br />N <br />M <br />) Q <br />0 0 <br />N <br />LO <br />ED 7 5/8" <br />LO <br />19 <br />on <br />N <br />0 <br />0 <br />io <br />Vs <br />NOTE: <br />SEE SHEET S-11, S-12 <br />'2382' FOR LINTEL <br />CALLOUTS & DETAILS <br />CO4. <br />ap <br />W <br />F= <br />TIE BM <br />AT 10'-0" <br />13'-3" <br />30'-0" <br />00 <br />L0 3 1 /2" <br />L0 , <br />5068 SGD <br />M (2)2X8 HDR--y <br />-I BRG <br />y� <br />WALL 'YI <br />FAMILY ROOM <br />16-3" X 16-2" <br />8'-8" CLG <br />51-811 <br />SH25 <br />HD AT 7'-4" <br />EGRESS <br />BRG OWNER'S SUITE <br />WALL 13 -0 X 15 -11 <br />8'-8" CLG <br />0 <br />1 <br />(V <br />GG <br />S3 <br />14'-2" 4'-6" <br />NOTE: 1'-211 <br />PROVIDE 1/2" PLYWOOD <br />DRAFT STOP IN FLOOR 2' _p <br />TRUSS SYSTEM FOR A 2X8 W <br />MAX. AREA OF 1000 S.F. <br />(PER FBC R302.12) <br />----TILE -- <br />`° 2X6 KN I T��EN <br />WALL aP <br />AT 3 1 /2" 9'-7" X 14'-2" <br />'-8" CLG REF <br />N II 9 <br />rn ii n BRG <br />II II WALL <br />RANGE W/ <br />CAFE F-: J O HOOD <br />8'-611 X 14'-211 °D coo <br />V II t _ <br />8'-8" CLG `" ° ° 00 <br />II—:1 1 <br />- II <br />1 NL <br />2 <br />PLUMB A7 1 <br />° <br />A3 STACK <br />WALL <br />T-6" Fjol0 4'-10" 2'-2" & 2'-10" 5'-8" <br />1 C0 <br />IPWDR:. <br />6 <br />a ►mod <br />''' <br />-FLOORABV <br />LINE OF <br />MTS20 <br />I <br />AT •- <br />GI� <br />/1 <br />WSLOPED <br />• <br />ALL <br />FOYER <br />1 <br />UP <br />.. ...•i —�i <br />Ii l��• <br />1 <br />- <br />Rfl <br />ENTRY <br />UTILIT <br />PANTRY N N 4 JO <br />A7 <br />GG W/S AT <br />vQ S3 60" AFF <br />5'-6" i_ T-4 3/4" IL47 5/8" <br />�.ILMIIL <br />: <br />-DRAIN <br />_ <br />_/ <br />/ <br />04 <br />OWNER'S `+— <br />BATH 2868 <br />tJ° 1J �/GGGGG <br />BRG <br />WALL <br />c00o <br />N <br />D <br />----I <br />S & R <br />20 MIN FIRE <br />4, <br />N t4" <br />INSULATED (E/ <br />RATED DR <br />fifi <br />W/ WEATHER <br />STRIP <br />r---� <br />22 x36 <br />WALL <br />ATTIC <br />PROTECTIVE <br />L ACCESS <br />BOLLARD <br />4" INSULATED <br />BRG. WALL <br />J <br />nCC TWO CAR GARAGE <br />S3 19'-3" X 20'-0" s3 <br />::D)S3 <br />" ` I <br />I TIE BM <br />AT 10'-0" <br />2'4' <br />30'41 <br />16070 <br />16'-0" <br />20'-6" <br />TIE BM <br />IF AT 10'-0" <br />W <br />m-1 <br />W <br />P: Q <br />FIRST FLOOR PLAN - ELEVATION B <br />1 /4„ = 1'-0" <br />LINE OF GARAGE <br />2'-3" <br />1. SEE SHEET S-11, S/12'2382' FOR <br />LINTEL CALLOUTS & DETAILS <br />2. ALL EXTERIOR HDRS AT OPENINGS <br />ARE 2) 2X6'S UNLESS NOTED <br />OTHERWISE <br />7n1 All <br />SECOND FLOOR PLAN - ELEVATION B <br />1 /4" = 1'-0" <br />R-11 F.G <br />ION IN <br />,DJACENT <br />;SPACE <br />R-11 F.G. <br />ION IN <br />R WALLS, <br />JG BEHIND <br />TIN <br />,SSEMBLY <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 "X" 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) = 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 <br />CABINET A.F.F. <br />WALL LEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS. <br />8" CMU W/ 1X3 PT FURRING STRIP, <br />R 4.1 HIGH PERM, 1/2" GYP <br />8" CMU <br />NON -BEARING 2X STUD W/ 1/2" GYP. <br />BEARING WALL 2X 16" O.C. <br />W/ 1/2" GYP. <br />p = 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 />STAIR DATA <br />STAIR <br />MARK <br />RISERS <br />TREADS <br />LANDINGS <br />TOTAL RISE <br />A <br />16 AT 7 9/16" <br />14 AT 10" <br />1 <br />10'-0 3/4" <br />SQUARE FOOTAGE: UNIT'2382 B' <br />FIRST FLOOR LIVING = 1269 SQ. FT. <br />SECOND FLOOR LIVING = 1120 SQ. FT. <br />TOTAL LIVING SQ FT = 2389 SQ. FT. <br />ENTRY = 30 SQ. FT. <br />GARAGE = 414 SQ. FT. <br />TOTAL SQ FT = 2833 SQ. FT. <br />INSULATION REQ: <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2X4 <br />R-11 / R-13 KRAFT FACED <br />EXT FRAME 2X6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />R-11 / R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />JUL 2 1 2023 <br />Virtual Review Assist, Inc. <br />Mans Review completed and approve <br />#or compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <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 <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 DR <br />30.0 <br />-33.9 <br />30.0 <br />T -33.9 <br />M <br />N <br />O <br />, <br />N <br />n <br />C <br />00 <br />LO <br />}k <br />¢ aY, <br />S w <br />r <br />4 <br />W <br />0 <br />z <br />Q <br />0 0 <br />� <br />�' OMN ai <br />V) <br />a <br />t� V C) f uC: <br />E <br />W = m o <br />00 <br />0 <br />pdo a Q <br />� <br />N • <br />w <br />Ln Q N <br />W L 0� <br />O CO <br />~ a a <br />V� <br />W <br />�W/ (� W <br />L.L. <br />O LLI to W O F- <br />Wes¢ ��� ��QYZ� Z <br />0���¢OQ�¢LLU 0 0 _j0 <br />J Z Z Q <br />< U <br />Q <br />=� X O Q <br />CyWWZ z= <br />Oo o=W0�0M <br />('J <br />n Z¢0 <br />�WH <br />�1 <br />zy0— <br />w�¢n_gw2220 <br />o6- a <br />W <br /><� <br />- Z§Q <br />OQ <br />ILL O QU <br />O <br />Z <br />N <br />O� <br />L <br />J <br />O <br />Q <br />M <br />� M rl- <br />J <br />w L.L ti <br />I-�<M <br />o <br />Z <br />V F- <br />W <br />W <br />Jn <br />O <br />mi <br />N <br />ON <br />N <br />[` <br />04 <br />4 <br />4 <br />O <br />N <br />O <br />N <br />O <br />0 <br />0 <br />0 <br />C:) <br />Oo <br />M <br />M <br />�` // <br />o o N O <br />O <br />0 0 <br />o o 0 0 <br />0 <br />6 06 U� Ob <br />N O O <br />M ,-I O <br />M <br />N <br />d ' CA o <br />ooC' <br />c <br />O r 6 <br />C) <br />N <br />Lo> <br />o 0 0 0 <br />0 0 0 <br />LO <br />N4 <br />r- N M mot' <br />tt') Cfl ti <br />1 <br />00 <br />(n <br />Z z <br />O <br />owv) <br />O <br />Vo�o <br />F= 0 CL <br />LU <br />z W <br />m0Z <br />V Z 1'- <br />J <br />N <br />}W2 <br />>_<z0 <br />re <br />_zzLL <br />IOW <br />N <br />O�2z <br />N¢ <br />ULzz <br />Z <br />Q O <br />z <br />U <br />OU� <br />o <br />z <br />W <br />_j <br />N <br />Wce) <br />-r— <br />LAST PLOT DATE <br />O <br />May. 9, 23 <br />Z <br />O <br />1ST & 2ND FLOOR <br />J <br />PLAN B <br />