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0 <br />60 <br />A3 <br />0 <br />CV <br />19 <br />ob <br />N <br />13'-3" <br />30'-0" <br />�I <br />5068 D <br />WALL <br />FAMILY ROOM <br />16-3" X 15'-2" <br />8'-8" CLG <br />0 <br />, <br />N <br />11'-1 " <br />SH25 <br />HD AT T-4" <br />EGRESS <br />BRG OWNER'S SUITE <br />11 <br />WALL 13 -0 X 15 -11 <br />8'-8" CLG <br />14'-2" L A 4'-6" 5'-6" & T-4 3/4" LA7 518" <br />NOTE: <br />PROVIDE 1/2" PLYWOOD <br />DRAFT STOP IN FLOOR 2'-0" <br />TRUSS SYSTEM FOR A 2X8 W L <br />MAX. AREA OF 1000 S.F. CPT. <br />(PER FBC R302.12) TILE <br />— — —TILE <br />2X6KN I��C�'IE� __= o� � —_ <br />WALL OP 9'-7" X 14'-2" N <br />AT 3 1/2 '-g�' CLG REF — <br />wQ 5A76 <br />WALL z <br />r <br />a f RANGE W/ OWNER'S <br />" 1 BATH 2868 <br />CAFE � J ii O HOOD . <br />8'-6" X 1 4'-2" 00 <br />8'-8" CLG O • TB S3 <br />�� ---- TILE <br />_ CPT. p <br />1 N ii 2 A7 1 LIN. m <br />PLUMB _ a - �W cCO.i <br />A3 STACK _ <br />WALL <br />7 5/8 It <br />3'-6" 10" 4'-101, 2'-2" L2'-10" 5'-8" 1'-11" 3'-7" 3'-4 3/4" <br />M <br />7 <br />a <br />0 <br />NOTE: <br />SEE SHEET S-11, S-12 <br />'2382' FOR LINTEL <br />CAI LOUTS & DETAILS <br />m00 <br />W <br />Ad H <br />TIE BM <br />AT 10'-1 <br />�� : • ►N <br />9.1 <br />t♦� <br />AN, <br />w <br />:� •, �S.Yr,.SY.'.'.•S�.•n❖.,.•�..5'..•P.Y.S.�,Sv.•?:SSe ' 1CA.YAS...':S•r�7t,.•,AS...Saa.•XA•ay.Y,aY.•a•.r.SPhSytl,ls.,,•S„a•.ytd�.,..7.SP�..Y,l.•,O;t� <br />�I 0 4" INSULATED W/H <br />104 <br />OR 04 RATED DR <br />STRIP <br />AT I ATTIC PROTECTIVE <br />I IMBRIGWALL <br />WO-1 <br />WALL �_'SLOPED TWO CAR GARAGE <br />I LOW <br />0 4 <br />ICI Lava' v 1� <br />FOYER <br />LINE OTIE BM <br />F GARAGE IN <br />AT 10'-0" <br />...• <br />►�16070 <br />/ENTRY <br />. . 1 <br />�� • 1 . <br />o 1 <br />TIE BM <br />AT 10'-0" <br />m� <br />W <br />1= a <br />FIRST FLOOR PLAN - ELEVATION B <br />DRAIN <br />SHWR HD <br />& VALVE <br />0 <br />7 5/8" bo <br />LO <br />S6 <br />A <br />S3 <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 /411 = 1 '-011 <br />: R-11 F.G <br />ION IN <br />,DJACENT <br />:SPACE <br />: R-11 F.G. <br />ION IN <br />R WALLS, <br />4G 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 />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 />C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />0 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 />VR/\ SEP 0 8 2022 <br />VIRTUAL Ri::iLW 4SS'S7 <br />Virtual Review Ass,,c' <br />Plans -'Review compieted and <br />for compliance with the 2.020 FBC 7th <br />Edition 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 />N <br />O <br />CQ <br />N <br />*.� <br />LO <br />00 v `Y - CD <br />00 <br />2 ' LO <br />w w <br />i J ry Q <br />w <br />0 <br />Q <br />W <br />10 C? U <br />M N `1 <br />N � <br />N <br />a <br />U C)� d M <br />2 ;✓ r Q <br />O <br />�t <br />U°'< <br />.N <br />pg <br />w QN C <br />i o E� <br />m <br />o 00 <br />LU <br />W <br />wWLu WZO W <br />� 00WV <br />a <br />00�Xu.0uo �_j0 <br />"X00¢d(DIX 0WO020Z <br />rnwaw8—wxaz <br />O z ozzoWfra <br />AZ <br />� ov0 <br />ao���wQQQ 0� o <br />o��a <br />0 <br />O <br />Z W <br />9 1-- <br />D ti <br />co O <br />0 <br />Qco rl*- <br />LLw <br />ti <br />f— a. co <br />Z U <br />ZWo <br />W <br />J <br />O <br />N <br />N <br />O <br />N <br />ti <br />N <br />O <br />0 <br />W <br />W <br />0 <br />0 <br />0 <br />O <br />(V <br />OHO <br />CV <br />N <br />o <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />N <br />O <br />N <br />CO <br />O <br />Lh <br />O <br />O <br />M, <br />1 <br />N <br />O <br />M <br />0 <br />0 <br />O <br />0 <br />O <br />r- <br />O <br />T— <br />o <br />0 <br />0 <br />CD �; <br />o <br />0 <br />N <br />0 <br />eM <br />0 <br />'I <br />0 <br />LO <br />0 <br />CID <br />0 <br />ti <br />4t <br />C (n <br />z Z <br />o <br />W0 <br />Wwv) <br />> <br />U_o-o <br />H <br />—0 <br />VJ <br />IX LLIq3 <br />HQ <br />ZW <br />co 0 <br />Q <br />N <br />! <br />V <br />Z g J <br />M <br />w <br />W}W2 <br />>.<Wo <br />M <br />Z Z u- <br />CV <br />w N <br />Og2z <br />2 <br />U°->-' <br />z <br />. <br />Z <br />Z <br />Tao <br />U <br />OU� <br />o <br />m� <br />IX <br />Z <br />z <br />A2 <br />J <br />N <br />W <br />r <br />LAST PLOT DATA: <br />Apr. 26, 22 <br />z O <br />2ND <br />1ST & FLOOR <br />J <br />P�AN B <br />