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0 <br />co <br />LO <br />A <br />73' <br />i7 <br />DRAIN— <br />SHWR HD <br />& VALVE <br />8'-9 3/4" <br />SH25 <br />HD AT 7'4" <br />EGRESS <br />OWNER'S SUITE <br />13'-0" X 16-11" <br />8'-8" CLG <br />3'-4 3/4" 1. 6-6" <br />00 <br />CoCD <br />:=--"/ - - - <br />N <br />UJI <br />6A75 LU wQ <br />Y fa <br />OWNER'S — - <br />2868 BATH ir1 <br />30'-0" <br />13'-3 1 /4" <br />D <br />S3 , <br />286�` `-.. <br />00 <br />1 /2" LO <br />5068 SGD <br />BRG �r <br />WALL <br />7'-11 " <br />LIVING ROOM <br />BRG 16-2" X 16'-3" <br />WALL 8'-8" CLG <br />0 <br />fV <br />.S <br />4'-6" <br />3 L <br />14'-2" <br />NOTE: <br />PROVIDE 1/2" PLYWOOD <br />2' 0" <br />DRAFT STOP IN FLOOR <br />X8 WA <br />L <br />TRUSS SYSTEM FOR A <br />MAX. AREA OF 1000 S.F. <br />(PER FBC R302.12) <br />TILE <br />KITCHEN <br />2 6KNEE!l? <br />--------- <br />9'-7" X 14'-2" <br />WA TOP`' <br />AT 1/2" <br />REF <br />8'-8" CL <br />- <br />I I <br />N <br />BRG <br />i <br />a, <br />WALL <br />I I <br />CAFE <br />' <br />- <br />8'-6" X 14'-2" <br />RANGE W/ <br />HOOD <br />0 <br />' <br />►=w <br />8'-8" CLG <br />d <br />J <br />°° <br />O <br />I <br />M <br />I <br />u N LIN. _1 �A7 2 L <br />W - i N PLUMB A3 <br />STACK <br />I �4'-l <br />WALL7 5/8"T-4 3/4" 3'-7" 1'-11 " 5'-8" 1. 2'-10' 2'-2" 01' 0" T-6" <br />W.I.C. <br />TILITY <br />L 00 00 <br />VENTR <br />iY l I 4 A7 N N PANTRY <br />HANSEN I D <br />BOX W/S AT GG <br />6" WALL 60" AFF 00 S3 q <br />S & R <br />N <br />W/H 4" INSULATED <br />WALL <br />r 22"x36" <br />PROTECTIVE ATTIC <br />BOLLARD L ACCESS j <br />TWO CAR GARAGE <br />19'-3" X 20'-0" <br />— — — — — — — — — — — <br />HB <br />16070 <br />WALL <br />20 MIN FIRE <br />RATED DR <br />W/ WEATHER <br />STRIP <br />4" INSULATED <br />BRG. WALL -- <br />rhC TIE BM <br />AT 10'-0" <br />2bo <br />mco <br />w <br />P: a <br />2'-3" L 16-0" J, 2'4" <br />19 <br />20'-6" <br />30'-0" <br />1 FIRST FLOOR PLAN- ELEVATION B <br />1 /4" = 1'-0„ <br />�4 <br />PWDR <br />BATH <br />J~ <br />1 <br />2868 II <br />00 <br />LINE OF <br />N <br />OOR <br />FLOOR <br />P <br />3) 2X4 <br />U.0 W/ <br />HTT4 AT - <br />BTM & <br />(It) 1--- I -- <br />AT TOP 9 <br />-_-_ -_-_ <br />42 H. 7 I <br />SLOPED 6 <br />LOW -- -- <br />WALL 5 <br />APT. <br />4 -- I-- � <br />FOYER - -- <br />3 <br />FILE <br />1I <br />21LID I <br />_ <br />UP <br />A <br />SH 1/2 35 <br />o <br />H D AT T-0" <br />7 5/8" <br />N <br />7 5/8" <br />0 <br />co <br />LO <br />3 <br />A3 <br />M 3 1/2" <br />I <br />TEMP. GLASSb <br />'v <br />I <br />- <br />4 <br />T-11" <br />11- " <br />ENTR <br />Acia <br />NOTE: <br />SEE SHEET S-11, S-12 <br />4'-4" <br />1'-4" <br />2'-6" <br />1'-4" <br />2382' FOR LINTEL <br />CALLOUTS &DETAILS <br />9'-6- <br />�10 <br />m60 <br />w <br />HQ <br />TIE BM <br />TIE BM <br />AT 10'-0" <br />AT 10'-0" <br />m00 <br />w <br />�Q <br />OTE: <br />ROVIDE <br />NSULATI( <br />ALLS AC <br />O ATTIC <br />NOTE: <br />PROVIDE F <br />INSULATIO <br />EXTERIOR <br />INCLUDING <br />RIM JOIST <br />FLOOR AS: <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 />SECOND FLOOR PLAN- ELEVATION B <br />1 /4" = 1'-0" <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 450 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 />3/4" INSUL BOARD 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 />C = 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 />JAI <br />116AT 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 BAFFLES AT EAVE) <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <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 />APR 0 8 2023 <br />Vr" A <br />Virtual Review Assist, Inc. <br />Plans Review completed and appro <br />for compliance with the 2020 FNU 7th Edition <br />by Debra Anne Ktahr PX2360 <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 />GARAGED <br />30.0 <br />-33.9 <br />30.0 <br />-33.9 <br />N <br />!/® <br />N <br />M <br />OW J a0y2t S, <br />o <br />FZ . <br />LO <br />5805 <br />;• �a <br />z <br />w <br />a� <br />Q <br />w <br />0 <br />z <br />Q <br />N <br />(Du-) — <br />' 0 <br />_W <br />L o <br />cO `Oq ti <br />N our CO <br />N <br />}� M <br />V aW u it <br />4 (o <br />!`'ice t O <br />O 28 <br />Q <br />.N <br />n ` <br />w 0 <br />CL <br />V <br />V ^ aco <br />a <br />LU <br />Dvi WOujjZLU HQ =_wYt- <br />lx ZW <br />02 <20:< JO V00_j0 <br />0i._ <br /><XJ'WO220 <br />S <br />(JOBwO <br />Z <br />z 0ZzLL0 <br />QOVPg62U <br />WO-WL <br />�Q~_Z(12�OWOZmz <br />W0�a <br />Q <br />LLQ O0Q � u. <br />O <br />Z N <br />OW <br />F_ <br />w <br />z <br />O cM 0 <br />Q J <br />LL <br />2W <br /><� <br />IW[L —M <br />W M 2 ao <br />Z U <br />Z <br />W o <br />J <br />O <br />0 <br />0 <br />0 <br />r` <br />CNI <br />4 <br />4 <br />a <br />N <br />O <br />N <br />O <br />` <br />O. <br />O <br />o <br />O <br />I Cal <br />0), <br />M <br />r o <br />Co <br />oo <br />O <br />N <br />o <br />N <br />C) <br />N <br />r <br />N <br />r <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />d)' <br />N' <br />Co <br />O <br />6 <br />- <br />O <br />O <br />A <br />r <br />N <br />O <br />M <br />Oo <br />O <br />O <br />rn <br />O <br />o <br />r <br />o <br />r <br />O <br />(o <br />O <br />NL0 <br />; <br />o <br />0 <br />0 <br />00 <br />00 <br />L <br />r <br />N <br />M <br />Id) <br />(fl <br />r- <br />�' <br />M1 <br />W <br />(n <br />Z z <br />z <br />O� <br />_ <br />W <br />wwv0 <br />L) <br />O <br />Uo�< <br />�O <br />Q <br />a <br />OWF-a <br />^ <br />i! <br />ZX <br />W <br />~m0Z <br />Z J <br />Z Z W <br />CD <br />LU <br />Og2z <br />OIL <br />Q <br />U <br />LD Z z <br />Z <br />Z <br />U <br />♦� <br />V <br />a <br />O�QO <br />O <br />00 <br />Q <br />z <br />z <br />J <br />M <br />W <br />M <br />o <br />LAST PLOT DATE <br />>W <br />Mar. 9, 23 <br />4_j <br />K0 <br />1ST & 2ND FLOOR <br />J <br />I PLAN B <br />