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30'-0" <br />OVERALL <br />r <br />• r r•ANTR <br />�I— <br />DP SH <br />./ <br />►/ <br />KITCHEN <br />00 <br />��� <br />_I <br />FLR FIN <br />►�� <br />►1 <br />►� <br />2x6 KNEE <br />WALL TOP <br />a <br />@ 34 j" <br />w0 <br />p <br />o <br />Z = �, <br />O <br />+ n <br />SINK W/ <br />DISPOSER <br />(2) 2X6 <br />E <br />k <br />Q/S4 <br />HEADER <br />co <br />FIN U'' <br />/'-'—FLR <br />LINE 91 <br />7 5/8" <br />6'-9 1/2" <br />12'-2 7/8" `'' <br />w <br />�- <br />WW <br />(4) STUD COLUMN <br />m <br />w <br />LWL <br />¢ <br />N <br />z <br />0 <br />toBEARING <br />2 m <br />~Q <br />c° <br />WALL (TYP) DINING <br />0 <br />1 V-11" X 6'-6" <br />°Q <br />8'-8" CLG <br />V <br />o <br />UTILITY RM <br />00 <br />�00 <br />ca <br />w <br />HQ <br />TIE BM <br />AT 8'-8" <br />GREAT ROOM <br />13'-9" X 17'-10" <br />8'-8" CLG <br />ih <br />0 <br />N <br />6-3 7/8" X-4 1/2" 7 5/8" <br />N (O <br />�Q <br />v <br />00 <br />v <br />N 8'-8" CLG '_ N <br />(2) 2X6 N <br />Q Q/S4 <br />< S INSULATED HEADER — <br />WALL <br />411 20 MIN FIRE <br />RATED DOOR W/ <br />WEATHER STRIP <br />PROTECTIVE BEARING <br />BOLLARD INSULATED WALL (TYP). <br />BEARING <br />WALL <br />'Q <br />1-41' <br />TWO CAR GARAGE <br />iv 8'-8" CLG <br />0 <br />N <br />E---------------� <br />SEE DETAIL D/S3 FOR <br />FRAME WALL TO CMU <br />CONNECTIONS <br />16070 <br />F_ <br />---------- <br />LINE OF <br />FLOOR ABV 16'-0" <br />20'-0" <br />30'-0" <br />OVERALL <br />LG. <br />TP <br />' <br />1 <br />101 <br />ill <br />• <br />1C41 <br />' <br />1LINE <br />FLR FIN <br />�101 <br />WM <br />Q,O <br />FOYER <br />r• <br />JFL <br />TRY <br />TE <br />®� <br />51-811 <br />1 <br />1'-4" 1'-4" 8'-8" <br />10'-0" <br />FIRST FLOOR PLAN (ELEVATION A <br />1 /411 = 1'-0„ <br />IT <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 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 />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 <br />3/4" INSUL BOARD 1/2" GYP <br />8" CMU <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 />E3 = 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 />A <br />16 AT 7 9/16" <br />14 AT 10" <br />1 <br />10'-0 3/4" <br />SQUARE FOOTAGE: <br />AREA <br />PROPOSED <br />FIRST FLOOR LIVING <br />930 <br />SECOND FLOOR LIVING <br />1287 <br />TOTAL LIVING SQ FT 2217 <br />ENTRY <br />26 <br />GARAGE <br />401 <br />TOTAL SQ FT 2644 <br />JUL 2 3 2M <br />V 7 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />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 />33A <br />-35.6 <br />33.4 <br />-40.5 <br />GARAGE D <br />30.0 <br />-33.9 <br />30.0 <br />-33.9 <br />M <br />N <br />O <br />N <br />00 <br />�7 <br />Ln <br />rJ <br />LO <br />00 <br />,n <br />u` foas <br />w <br />kQo <br />S 1 <br />a 7.1 <br />.1 <br />0 <br />z <br />C <br />W L 'O q U <br />M °D <br />W a <br />D` L O <br />O 2 S <br />�*NINE� o � 8 o Q <br />tU"0< <br />.N U LV QN <br />cLM <br />W L. 0O E_H <br />� a °° <br />I�. <br />w w <br />w, w w2OR0 <br />LU f- � � Z X <br />ct�-_a0 �¢wUO0 �0 <br />Q <br />O <br />U <br />0 <br />'0a°§o_'0'R008oz¢Q <br />v, Zz <br />CnUja. �wWWfnw(r <br />� J <br />U) O <br />LIL <br />Z <br />-<< Lu�Q_WzOWVoa <br />0~O DYE <br />¢ Q <br />�Q F¢-QLL <br />i <br />O <br />z N <br />0 � <br />> <br />C o <br />0 CO <br />_t U) <br />g U) <br />INN—WS_M <br />ZU00 <br />H <br />W <br />J 0 <br />O <br />LO <br />I <br />I <br />I <br />O <br />o <br />0 <br />0 <br />0 <br />0 <br />0 <br />rZ <br />o <br />N <br />CV <br />O <br />a <br />V� <br />a <br />Nco <br />Z <br />' <br />N <br />Lo <br />W <br />W <br />LO'it <br />> <br />(V <br />M <br />sf <br />0 <br />W <br />MI <br />W <br />��C <br />vJ <br />zf— <br />O <br />_ <br />W <br />¢z <br />w <br />V <br />Woo <br />(-)Oct) <br />Lr) <br />-0 <br />0 <br />0 <br />O�< <br />z <br />of-8. <br />T--I <br />co it w <br />N <br />W <br />zOT_ <br />. . <br />WAD <br />(0 <br />Q <br />O <br />g zx <br />z <br />z <br />az <br />�� <br />0L) <br />0 <br />W <br />z <br />4: <br />z <br />W <br />J <br />� <br />Lo <br />V ♦ <br />0 <br />O <br />LAST PLOT DATE <br />. . <br />May 8, 2023 <br />z <br />-~ <br />0 <br />_J <br />1 ST FLOOR PLAN A <br />