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0 <br />,2n, <br />FIRST FLOOR PLAN (ELEVATION A <br />1 /4„ = 1'-0" <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 />INS T ALL 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 />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 />O = 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 />7401 <br />GARAGE <br />TOTAL SQ FT 2644 <br />\/-R/I� sEP o a 2922 'q)T <br />VIRTUAL <br />Virt,IG:�iIc. <br />Pig caved <br />for Ccr-ripJlaizcU ;,.Itr a �c ���„ a nth <br />Edition by Debra �16hr 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 />GARAGED <br />30.0 <br />-33.9 <br />30.0 <br />-33.9 <br />>l <br />� F <br />1 � <br />w <br />u0 <br />. a <br />\ <br />O <br />00 <br />w <br />O <br />0 <br />z <br />t� <br />a> LO E <br />c 0? <br />W <br />L o <br />N <br />N <br />tun)V <br />0 O°D m <br />z <br />_ - <br />A' L 2 <br />W � p <br />U <br />.N <br />(D <br />.� p° <br />w Q� c <br />E <br />�0 <br />o m <br />�°a"a <br />W <br />Ur W <br />�W uS w0H <br />�� ��_j w <br />Q_�� 0LL <br />Q Q <br />U <br />F- <br />JU)0 co <br />QOO ZLLu �Z�-J <br />C3U)X OZpR00m <br />JO <br />z <br />U <br />C10 <br />Z <br />v�wwwv�wwwu5LL W�d0� <br />�; a<W< zWz <br />CCL <br />L <br />ILL <br />¢pw �_�� �YWCI <br />0 X O 0 o Q <br />Q ¢ <br />LL ¢ O F LL <br />1 <br />O <br />N <br />Z <br />F- O <br />>Do <br />M O <br />QU)Mrj <br />� <br />� <br />Q w d Lq <br />M <br />QUQ00 <br />Z F— <br />W <br />J o <br />CO <br />1 <br />� <br />i <br />i <br />I <br />� <br />i <br />I <br />I <br />I <br />C_ <br />o <br />0 <br />0 <br />0 <br />0 <br />N <br />It - <br />a <br />C <br />Co�� <br />O <br />0 <br />a <br />o <br />N <br />o <br />i <br />l <br />' <br />z <br />O <br />CD <br />W <br />O <br />O <br />O <br />O <br />O <br />1 <br />00 <br />u) <br />¢} <br />Z w <br />4-1 <br />wO+ <br />oO <br />o� <br />W05 <br />UVV5 <br />F— <br />= 5; <br />pw� <br />Z <br />00 ar< <br />l0 <br />F- <br />a <br />N <br />F-�W <br />N <br />zoz <br />w <br />N <br />O <br />Z,O <br />Z <br />U <br />w <br />gZv_ <br />.. <br />ZZ <br />0V <br />00- <br />J <br />z <br />A2 <br />z <br />W <br />W41t <br />0 <br />T_ <br />O <br />LAST PLOT DATE <br />• <br />April 7, 2022 <br />Z <br />0 <br />J <br />1 ST FLOOR PLAN A <br />