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30'-0" 10 <br />OVERALL <br />10'-6" 7-3" 12'-3" <br />13'-0 1/2" 6'-0" 10 10'-11 1/2" <br />42" X 42" A/C PAD, <br />SEE SHEET SN1 <br />FOR A/C UNIT 14 <br />HOLD DOWN <br />3 1/2" <br />H B co 00 w co 00 <br />tLO SH 25 LOo in <br />ti H D AT 6'-8" r- CO' <br />o <br />(4) 16" <br />LO <br />DP SH <br />`r <br />N <br />REF <br />M <br />PANTRY <br />17'-9 1 /4" <br />6'-6" <br />'-1 3/8" <br />2'-4 1 /8" <br />Co <br />LO <br />FLR <br />00 <br />Co <br />00 <br />FIN-� <br />LINE <br />N <br />11. 1'-11" <br />8'-11 1 /8" <br />GREAT ROOM <br />A <br />13'-9" X 17'-10" <br />1 ---- <br />8'-8" CLG <br />KITCHEN <br />2x6 KNEE 3: <br />8'-8" CLG <br />WALL TOP + -- <br />@ 34 1/2" <br />00 <br />O <br />C <br />N <br />w O <br />0. <br />0 <br />o <br />~ <br />SINK W/ li ` C <br />°' <br />z� <br />DISPOSER <br />u <br />N <br />II <br />i� <br />/ QS4X6 <br />(HEADER <br />LO FLR FIN <br />rn LINE <br />T-4 1/2" <br />6-3 7/8" <br />Cl) 12'-2 7/8" <br />6-9 1/2" <br />(4) STUD COLUMN <br />00 <br />CD <br />N <br />LL <br />Q <br />DINING BEARING <br />1 V-11" X 6'-6" WALL (TYP) <br />io <br />2x6 <br />8'-8" CLG <br />cm <br />WALL <br />UTILITY RM <br />U) <br />8'-8" CLG <br />00 <br />0 <br />o <br />CV <br />r <br />N <br />N <br />8D_8' CLGM <br />(2) 2X6 <br />SH <br />INSULATED 20 MIN FIRE <br />WALL <br />_ <br />HEADER <br />RATED DOOR W/ <br />11 <br />1 <br />WEATHER STRIP <br />4 <br />O <br />co <br />TP <br />U ' <br />v <br />INSULATED <br />PROTECTIVE <br />G <br />BEARING <br />BOLLARD <br />S3 <br />WALL <br />BEARING <br />WALL (TYP <br />10 <br />9 <br />- <br />^CC <br />_ <br />o <br />s3 <br />TWO CAR GARAGE <br />T <br />8'-8" CLG <br />_ 7 <br />36" H <br />Q <br />N <br />6 <br />LOW <br />WALL <br />5 <br />4 <br />FLR FIN <br />0 <br />N <br />0 <br />N <br />LINE <br />3 1I I <br />LINE OF GARAGE <br />2 A <br />FOYER <br />_ <br />IN OPEN <br />36" F <br />36" I P <br />5'-11" X 3'-7" <br />POSITION <br />`Y' <br />8'-8" CLG <br />HA DRAIL I I <br />SEE DETAIL D/S3 FOR <br />FRAME WALL TO CMU <br />CONNECTIONS <br />H12 4 <br />A 6'I-8" <br />oEMPERED'-7" <br />ID <br />��gY <br />16070 <br />8'-8" <br />CLG <br />LINE <br />OF <br />FLOOR <br />ABV <br />1'-4" T-0" .1 '4" <br />T-8 3/8" <br />2'-8" <br />16'-0" <br />1'-4" <br />7 5/8" <br />�q <br />10'-0" <br />20'-0" <br />30'-0" <br />OVERALL <br />DFIRST FLOOR PLAN ELEVATION B <br />" = 1'-011 <br />1 /4 <br />7 5/8" <br />7 5/8" <br />rwE:3Y <br />z <br />w <br />zX <br />=m <br />J <br />wz <br />0> <br />J <br />1 <br />J <br />J <br />0 <br />IT <br />TIE BM <br />AT 8'-8" <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 SQUARE 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 />LVIM\MM34C19 <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS. <br />8" CMU W/ 1X3 PT FURRING STRIP R <br />4.1 HIGH PERM, 1/2" GYP <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 />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 />co <br />N <br />O <br />N <br />N <br />LO <br />O <br />00 <br />L0 <br />z <br />w <br />x <br />O <br />w <br />0 <br />z <br />to <br />N Loi- <br />W <br />L <br />b <br />U <br />N C6 <br />3 <br />N <br />} <br />V <br />co <br />W <br />W <br />i <br />L <br />` O <br />Tt1 <br />•� <br />0 0-8 <br />0 Q <br />.N <br />Jc <br />U O <br />Q) Q <br />� <br />U <br />LL aCN <br />W <br />L <br />O E c <br />.� <br />70 <br />0 <br />r 0. <br />: F- <br />a <br />W <br />W <br />❑w � Lu0i- <br />Ld <br />F-Q J X¢~zX z <br />0� <br />Q Q U <br />Q� <br />J�O���LLU00LL_j0 <br /><oQzOE 0z200F.- <br />H I- <br />= O <br />0gn0X<X0z0X00mzz <br />cn�a�cnLjjLd LLX¢p <br />(� O Z <br />a<QOW<o5KLUZ U°a <br />LL. <br />OW �F-I �W❑ <br />04 0. 0 o<<LL <br />MARK RISERS TREADS LANDINGS TOTAL RISE <br />A 16 AT 7 9/16" 14 AT 10" 1 10`-0 3/4" O <br />O <br />Z 04 <br />SQUARE FOOTAGE: F- <br />U ti <br />AREA PROPOSED (1) O <br />FIRST FLOOR LIVING 930 co O <br />SECOND FLOOR LIVING 1287 Q M � <br />U) ILL.TOTAL LIVING SQ FT 2217 JL d' <br />z U) - I, - <br />ENTRY <br />GARAGE 44 W Q LO <br />0� IIZ co <br />TOTAL SQ FT 2672 Q 0 Q T_ <br />INSULATION REQ. z v <br />LOCATION R-VALUE / TYPE W uJ O <br />EXT CONC WALL R-4.1 HIGH PERM O <br />EXT FRAME 2X4 R-11/R-13 KRAFT FACED (.0 <br />EXT FRAME 2X6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFLES AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE /LIVING) <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 />TRIBUTARY <br />AREA (ft)2 <br />WALL <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 />-33.9 <br />VR <br />Virtual Review Assist, In - d <br />Plans Review completed and approve <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />LO <br />N <br />LO <br />O <br />N U-) <br />LO <br />MI Cr <br />W <br />� o <br />cy) O <br />I' I <br />1 <br />1 <br />N <br />CO <br />O <br />O <br />O <br />O <br />O <br />O <br />N <br />N! <br />N <br />N <br />N <br />N <br />O <br />s- <br />O <br />r <br />O <br />N <br />O <br />0 <br />O <br />r <br />r <br />O <br />O <br />O <br />i <br />z <br />O <br />a <br />Wg <br />O <br />O <br />O <br />O <br />1 <br />4 <br />6 <br />> <br />- <br />C4 <br />vi <br />Sri <br />1 <br />. . <br />�O Q <br />z <br />' z <br />U < <br />O p <br />z A2 <br />W � <br />N LAST PLOT DATE <br />. . April 24, 2023 <br />iO <br />J 1 ST FLOOR PLAN B <br />Qz <br />W <br />zw <br />U <br />Woo <br />UVFn <br />� z � <br />pwo <br />z <br />a�� <br />l0 <br />I- <br />WLU¢ <br />N <br />0 <br />��Lu <br />(� <br />Z O:r <br />2 <br />O <br />U <br />g�W <br />w LL <br />az <br />�z <br />z <br />z <br />w <br />J <br />ti <br />O <br />N <br />O <br />