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': 'syl l�■ <br />30'-0" <br />OVERALL <br />10'-6" T-3" 12'-3" <br />13'-0 1/2" 6'-0" 10'-11 1 /2 <br />42" X 42" A/C PAD, <br />SEE SHEET SN1 <br />FOR A/C UNIT <br />HOLD DOWN <br />:31/2" <br />HB coLO SH 25 Uj Ln <br />HD AT 6'-8" '` r <br />(4) 16" <br />Eo <br />`r' <br />DP SH <br />REF <br />bo <br />co <br />r7 <br />`r <br />N <br />PANTRY <br />17'-91/41, <br />6-611 <br />1 <br />`r <br />-1 3/8" 2'-41/8" <br />00 <br />� <br />-Av- <br />� <br />00 <br />FLR FIN <br />o <br />N <br />LINE <br />8'-11 1 /8" <br />GREAT ROOM <br />13'-9" X 17'-10" <br />__� ______� ---- <br />8'-8" CLG <br />KITCHEN <br />2x4 KNEE <br />8'-8" CLG <br />WALL TOP <br />@ 34 j' 4 I! <br />00 <br />o <br />' <br />C <br />N <br />I® <br />~o <br />�' <br />SINK W/ 1; li C <br />°' <br />0O = <br />io i <br />N <br />DISPOSER k w <br />N <br />iiu <br />�hI <br />Ij II <br />_u <br />(2) 2X6 <br />00 <br />Q/S4 <br />FLR FIN <br />HEADER <br />LINE <br />T-4 1/2" <br />6-3 7/8" <br />co 12'-2 7/8" 6 <br />6-9 1/2" <br />00 <br />to <br />00 <br />(4) STUD COLUMN <br />N <br />LL <br />¢ <br />DINING BEARING <br />cb <br />11'-11" X 6'-6" WALL (TYP) <br />2x6 <br />8'-8" CLG <br />co <br />WALL <br />UTILITY RM <br />v¢i <br />8'-8" CLG <br />o <br />2 <br />�JCLGM <br />0 <br />❑ <br />N <br />8D'-8' <br />(2) 2X6 <br />ATED 20 MIN FIRE <br />WALL RATED DOOR WJWHTPHEADER <br />'Q/S4 <br />WEATHER STRIP <br />4" <br />INSULATED <br />PROTECTIVE <br />BEARING <br />BOLLARD <br />WALL <br />BEARING <br />10 <br />WALL (TYP <br />-- <br />0 <br />s3 <br />TWO CAR GARAGE <br />6 <br />8'-8" CLG <br />7 <br />-- _ <br />' <br />m <br />36" H <br />- <br />N <br />- <br />N <br />6 <br />LOW <br />r <br />c- <br />- - 5 <br />WALL <br />4 <br />FLR FIN <br />o <br />N <br />-- <br />LINE <br />3 <br />LINE OF GARAGE <br />2 1 <br />q fo <br />FOYER <br />I <br />IN OPEN <br />-- <br />36" H I <br />P `' <br />5'-11" X T-T' <br />POSITION <br />CONT I <br />8'-8" CLG <br />HAP IL <br />SEE DETAIL D/S3 FOR <br />FRAME WALL TO CMU <br />CONNECTIONS <br />SH 1 2 34 <br />HD A 6'F8" C0 <br />TEMPERED <br />00 <br />� <br />1/2 0 <br />2 � <br />A3 41-71 <br />41_1 <br />_E NTBY <br />16070 <br />8'-8" <br />CLG <br />L------------- <br />LINE <br />----- <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 />10'-01, <br />20'-0" <br />19 <br />30'-0" <br />OVERALL <br />DFIRST FLOOR PLAN ELEVATION B <br />1/4 -1-0 <br />ri <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 />WALL LEGEND: <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 />8" CMU <br />-7 5/8" <br />NON -BEARING 2X4 STUD W/ 1/2" GYP. <br />UNO <br />BEARING WALL 2X4 16" O.C. W/ 1/2" <br />7 5/8" <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 />STAIR <br />RISERS TREADS LANDINGS TOTAL RISE <br />J MARK <br />S6 <br />A 16 AT 7 9/16" 14 AT 10" 1 1 U-0 3/4" <br />SQUARE FOOTAGE: <br />7 5/8" <br />wAREA <br />PROPOSED <br />m <br />FIRST FLOOR LIVING 930 <br />SECOND FLOOR LIVING 1287 <br />TOTAL LIVING SQ FT 2217 <br />� W <br />ENTRY 54 <br />0 > o <br />GARAGE 401 <br />co <br />d' <br />TOTAL SQ FT 2672 <br />J <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />'v <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2X4 R-11/R-13 KRAFT FACED <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 />WALL <br />TRIBUTARY <br />AREA (ft)2 <br />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 />H B <br />I GARAGED 30.0 1 -33.9 30.0 -33.9 <br />co <br />m co <br />w� <br />TIE BM <br />AT 8'-8" IF <br />VIRTUAL REVIEW ASSIST <br />Virtual Review Assist, nd and approved <br />Plans Review comp <br />for compliance with the 2020 <br />PX2300 <br />Edition by Debra Anne K <br />N <br />N <br />O <br />N <br />O <br />N <br />coo <br />LO <br />0 <br />0 <br />w <br />z <br />w <br />2 <br />O <br />w <br />0 <br />Q <br />V) <br />/4) <br />'L,- <br />E <br />W <br />� a� <br />U <br />C'7 N <br />V <br />U <br />N <br />D <br />� <br />U o <br />4) <br />E <br />s r) <br />O u- O <br />° Q <br />V J <br />.N <br />W Q� <br />N <br />W <br />L. <br />o M <br />Cn <br />0 <br />-. <br />-0 <br />W <br />W <br />IW-~ <br />��� <br /><2-j 0YQYzX z <br />L 0 0� 0 <br />Q Q U <br />H <br />J� <br />Z❑o <br />O� IX (n U <br />zLLLL�z��❑I- <br />�- <br />O <br />c3q) <br />f�W=W(AW <br />z0E0omZz U <br />WLu n5= Z:) 0 <br />U) Z <br />-1<< LLJ<- <br />¢OW <br />wzOW�Op° <br />��� 2Y❑QQ Q <br />oQ <br />o o ❑QQX <br />LL <br />a <br />Z <br />W <br />J <br />O <br />O <br />Z W <br />0 F-- <br />> (n O <br />C") O <br />Q � M I'— <br />Q W Q Lq <br />M <br />Q U Q 00 <br />z <br />W <br />J O <br />O <br />Iq <br />I�I�I <br />I i I <br />NNE <br />L0 <br />CY) <br />N <br />CV <br />N <br />N <br />N <br />r <br />O <br />N <br />\ <br />N <br />O <br />O <br />N <br />r�- <br />O <br />o <br />' <br />z <br />O <br />Wo <br />0 <br />0 <br />0 <br />0 <br />CY <br />> <br />N <br />M <br />4 <br />to <br />®® <br />®® <br />CO v, <br />Z z <br />�--+ <br />C) <br />W <br />z W <br />^O <br />W o z <br />C-)U 65 <br />-0 <br />0 <br />or< <br />Q <br />Z <br />Q-a <br />�— <br />�- <br />� ¢ <br />,--1 <br />(V <br />N <br />LU <br />..cy)� <br />< <br />Z <br />Z <br />U� <br />000- <br />�00 <br />z A2 <br />UJU-) <br />LAST PLOT DATE <br />• March 29, 2022 <br />Z <br />0 <br />wwLLJ <br />l— <br />(D <br />Ono <br />ZZOM <br />0 <br />O Z=O <br />U wW <br />�z <br />�Z <br />F <br />J 1 ST FLOOR PLAN B <br />