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Hr1 AT A' R" � M <br />IN 11 <br />3111 <br />� ►�� <br />IVI <br />I <br />,IROOM <br />�� <br />1 <br />i► <br />�� <br />�r <br />2x6 KNEE <br />IiWALLTOP <br />I;@- <br />�� <br />i <br />• <br />�� <br />3111 <br />CD • <br />r� <br />re <br />DISPOSER <br /><_ <br />►� <br />00 <br />• <br />► <br />Lo <br />HEADER <br />�r <br />IT <br />!II�• <br />., <br />�.l <br />■ CO LU <br />►�� <br />DINING BEARING <br />.. <br />!� <br />UTILITY _ <br />►� <br />■ <br />`� <br />e- i <br />. . <br />di�1��i4�i�i�i94'h <br />P <br />1 <br />• - <br />. • ■ 1 MIN FIRE <br />DOOR <br />WH <br />RATED <br />f1WEATHER <br />STRJWIP/ <br />4"; <br />10 <br />I <br />PROTECTIVE <br />►� <br />.�. <br />- <br />BEARING <br />BOLLARD <br />® <br />WALL <br />i <br />TWO CAR GARAGE <br />/ <br />LIN <br />I © <br />OF - <br />©� <br />0 <br />_LINE <br />FOYERPOSITION <br />IN • - <br />• <br />�� <br />• <br />- • • <br />SEE DETAIL D/S3 FOR <br />-FRAME <br />WALLTO CMUL� <br />CONNECTIONS <br />■ A • TEMPERED <br />icloo <br />,• <br />©\ <br />7- <br />�. <br />•� <br />of ENTRY 0 �� <br />_, <br />r■� <br />i -�_ <br />I <br />►mod - <br />, <br />FLOORLINE <br />A: <br />. 1 <br />1 120'-0"I <br />1 1 <br />I <br />OVERALL <br />10 FIRST FLOOR PLAN ELEVATION A <br />1 /4„ = 1'-011 <br />7 5/8" <br />7 5/8" <br />7 5/8" <br />z <br />W <br />zX <br />=m <br />J <br />H.B <br />00 <br />W � <br />—a <br />TIE BM <br />m4ff-lil <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 <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 />0 = 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 />54 <br />GARAGE <br />401 <br />TOTAL SQ FT 2672 <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2X4 <br />R-11/R-13 KRAFT FACED <br />EXT FRAME 2X6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFLES AT EAVE) <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />MAR 2 5 2023 <br />Virtual Review Assist, Inc. <br />Plans Review completed and apofoved <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 />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 />N <br />N <br />O <br />N <br />N <br />LO <br />00 <br />LO <br />.vs / 0Lid <br />8 i <br />y , <br />CZ <br />. t <br />o <br />�IV <br />w <br />LU <br />C <br />z <br />Q <br />cnn` <br />0 LO <br />"o o U <br />� <br />0 m <br />/ <br />N <br />.j� N M <br />�/ �w � M <br />} moo 58 <br />�s U <br />�"I" <br />•N <br />x� <br />w <br />V <br />a �►C3a <br />V1 <br />W <br />W <br />0Lrj v6 wpm <br />W< LLJ _j X¢~zw <br />X 0 W LL V O O 0 <br />Q <br />x J 0 0 <br />0°��oZo�oomZZ <br />J <br />F- <br />0 <br />w w— w—X <br />w F ILL <br />w <br />O <br />V% Z <br />j�¢OWQ�?Wz2 <br />QpLu �H� <br />a_ <br />Q Q <br />L� <br />�YZ <br />oILL Q o 0 0¢ <br />O <br />O <br />Z CV <br />OW <br />ju�)0 <br />(00 <br />l���MO <br />J LO <br />C� <br />G U <br />rl- <br />W a M <br />� 0- 2 "1 <br />00 <br />Z U ��- <br />W <br />W <br />J O <br />O <br />J <br />I <br />I <br />6 <br />I <br />I <br />O <br />O <br />O <br />O <br />O <br />O <br />N <br />O <br />p <br />p <br />O <br />N <br />O <br />N <br />O <br />� <br />O <br />N <br />� <br />O <br />N <br />I <br />' <br />C)o�0 <br />Z <br />O <br />N LO <br />W <br />o <br />0 <br />6 <br />0 <br />0 <br />CO <br />ZZ }F- <br />Q W <br />?� <br />O <br />W <br />Z <br />zz <br />O <br />cy)V <br />w00 <br />W — <br />�z5; <br />O <br />OF-0 <br />Q <br />z <br />aW� <br />F— <br />W3:Q <br />T"I <br />= <br />m � W <br />N <br />2 <br />N <br />� <br />= O <br />z o_ <br />W <br />Q= <br />O <br />ZWO <br />�—p <br />z <br />Ugz" <br />az <br />� <br />OU <br />O <br />W <br />z <br />z <br />w <br />W <br />I <br />o <br />Q <br />LAST PLOT DATE <br />• <br />December 14, 2022 <br />Z 0 <br />J <br />1 ST FLOOR PLAN A <br />