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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 />3 1/2" <br />H B oo ec 0 CO co <br />LO SH 25 i o n <br />�. HD AT 6'-8" ``' <br />o <br />(4) 16" <br />LID <br />DP SH <br />REF <br />M <br />r7 <br />N <br />PANTR <br />r <br />17'-9 1 /4" <br />6'-6" <br />'-1 3/8" <br />2'-4 1 /8" <br />w <br />FLR FIN-_'_�'/ <br />0 <br />o <br />0 <br />d- <br />LINE <br />`V <br />8'-11 1/8" <br />GREAT ROOM <br />8'-8" CLG--------' <br />KITCHEN <br />2x6 KNEE <br />8'-8" CLG <br />WALL TOP <br />@ 34 1/2"' 11 <br />00 <br />O <br />li <br />q C <br />N <br />WO <br />o <br />SINK W/ I; II ` O <br />°' <br />z OO <br />:�!l <br />N <br />DISPOSER N <br />r <br />N <br />u <br />-Alr <br />6 <br />Q/S4 <br />`I' FLR FIN <br />HEADER <br />T LINE <br />T-4 1/2" <br />6-3 7/8" <br />"' 12'-2 7/8" <br />6-9 1/2" <br />(4) STUD COLUMN <br />0 <br />to <br />N <br />LL <br />- <br />¢ <br />r <br />DINING BEARING <br />`t <br />11'-11" X 6'-6" WALL (TYP) <br />ifl <br />2x6 <br />8'-8" CLG <br />m <br />WALL <br />UTILITY RM <br />v¢) <br />8'-8" CLG <br />0 <br />0 <br />❑ <br />C' <br />N <br />' <br />,r <br />N <br />N <br />D=8' <br />GM 8 <br />CLG <br />(2) 2X6 <br />Q <br />INSULATED <br />WALL 20 MIN FIRE <br />RATED DOOR W/ <br />WH <br />W <br />- <br />HEADER <br />IL <br />WEATHER STRIP <br />4.. <br />0I <br />M <br />TP U <br />rn <br />_ <br />�r <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 />CG <br />-- -- <br />° <br />S3 <br />TWO CAR GARAGE <br />$ <br />r CD <br />8'-8" CLG <br />36" H <br />N <br />N <br />6 <br />LOW <br />r <br />r <br />-- -- <br />WALL <br />5 <br />— -- <br />//T <br />0 <br />0 <br />4 <br />FLR FIN <br />N <br />N <br />-- <br />LINE <br />3 1I <br />LINE OF GARAGE <br />0ONT <br />P` o <br />FOYER <br />___________ <br />� <br />_ <br />IN OPEN <br />� <br />1 <br />o P M <br />5'-11" X 3'-7" <br />POSITION <br />C36" <br />8 8 CLG <br />HA DRAIL I <br />SEE DETAIL D/S3 FOR <br />FRAME WALL TO CMU <br />CONNECTIONS <br />SH12 34 <br />HD A 68" <br />co, <br />o0 <br />TEMPERED <br />1/2 0 <br />[(A)3�4'-T' <br />4'-1' <br />I <br />_E N-TRY <br />16070 <br />8'-8" <br />CLG <br />L— <br />— — — — — — — — — <br />LINE <br />— <br />— — -- <br />OF <br />— <br />FLOOR <br />ABV <br />1'-4" T-0" 1'-4" <br />3'-8 3/8" <br />2'-8" <br />16'-0" <br />1'-4" <br />7 5/8" <br />10'-0" <br />20'-0" <br />30'-0" <br />" OVERALL <br />1 FIRST FLOOR PLAN ELEVATION B <br />1/411-1-0 <br />7 5/8" <br />7 5/8" <br />7 5/8" <br />z <br />w <br />zX <br />=m <br />J <br />�w <br />❑> <br />J <br />fi- <br />0 <br />t0 <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 />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 />Ed k <br />NON -BEARING 2X4 STUD W/ 1/2" GYP. <br />UNO <br />BEARING WALL 2X4 16" O.C. W/ 1/2" <br />GYP. LINO <br />p = FILLED CELL W/(1) #5 VERTICAL <br />�gl = 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 />to <br />O <br />cli <br />YY¢ <br />0y <br />g <br />:� <br />N <br />\ <br />Cl) <br />O <br />sY� 4 <br />0 <br />c <br />r <br />AR 5 1 <br />1 <br />¢ <br />` <br />Z <br />W <br />' <br />0 <br />1 <br />❑ <br />w <br />❑ <br />z <br />V J <br />U <br />N N <br />E <br />> O N <br />o <br />U <br />MW <br />c <br />N <br />f� <br />M <br />O m <br />2 <br />'0'W <br />AU, <br />E� <br />5 Oo <br />c CO <br />2 o <br />.� <br />p `,0 <br />o Q <br />- <br />sU <br />b�Q <br />QN <br />L <br />00 <br />O CO <br />70 <br />C) <br />° <br />W W <br />W <br />0w v6 w0E- <br />w�¢ ` � Q Q<z� Z <br />M�� J� <br />O� W� LL U Q � J 0 <br />¢ <br />0q)MEL LUX0 <br />owoom❑? <br />O Z <br />Q Q Q O <br />w Q Z w z 0 0❑CL <br />LL <br />OW <br />O� <br />�1-F- :2Lu <br />❑ Fn QQ� <br />lL Q <br />O L <br />MARK RISERS TREADS LANDINGS TOTAL RISE $ <br />fA 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" 00 <br />Z N <br />SQUARE FOOTAGE: <br />AREA PROPOSED > co O <br />FIRST FLOOR LIVING 930 M O <br />SECOND FLOOR LIVING 1287 Q M 11 <br />TOTAL LIVING SQ FT 2217 <br />ENTRY 54 <br />GARAGE 01 < ::I � a- LO M <br />TOTAL SQ FT 2672 W 0- Q T_ <br />INSULATION REQ. z v <br />LOCATION R-VALUE / TYPE Uj <br />EXT CONC WALL R-4.1 HIGH PERM W 0 <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) I laa' I <br />As per Florida Building Code 7th edition (2020), <br />I I I <br />Residential Table R301.2 (4) (Wind Speed Conversions) <br />and ASCE 7-10 Methods <br />WALL I I' <br />TRIBUTARY <br />AREA (ft)2 <br />INTERIOR END t� <br />10 39.4 -42.1 39.4 -51.8 �� p p o r N CO <br />20 37.6 -40.5 37.6 -48.6 N N N N N N <br />It <br />r• CN <br />50 35.2 -37.3 35.2 -43.7 0 o N o <br />O <br />o r r o 0 o I <br />100 33.4 -35.6 33.4 -40.5 ' z <br />O <br />GARAGED 30.0 -33.9 30.0 -33.9 CN U , W <br />w o 0 0 0 0 0 ; <br />> r (V M 4 ui co I <br />vJ zI­— <br />¢z <br />O �, z w <br />+ W W z 0 <br />O <br />�U <br />zj <br />LO .Q 00 ff❑ <br />23 � Q z W � <br />�U I— ¢ <br />mftw <br />N C� I— I— <br />O <br />N tY z❑o� <br />Virtual Review Assist, Inc. ' ' Q O Z W O <br />Nans Review completed and approved �Of <br />on11�(anwe��tl the 200 Fd � w <br />u_ <br />7t1 Edition z U az <br />by Debra Apne I>ahr Pzo �/\1. z� <br />0 U <br />O <br />Z A2 <br />¢ <br />z <br />w <br />W J <br />r` <br />O <br />LAST PLOT DATE <br />• March 23, 2023 <br />Z04-1 <br />0 <br />. J 1 ST FLOOR PLAN B <br />