Laserfiche WebLink
30'-0" <br />OVERALL <br />10'-6" 7'-3" 12'-3" <br />13'-0 1/2" 6'-0" 6 1 U-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 />HB - c M 00 <br />ti .. LO <br />Hn AT RJ'--R" t� c) .. <br />PANTI4 <br />� <br />♦ <br />FLR <br />LINE <br />�1GREAT <br />ROOM <br />►/ <br />• 1 <br />1�WA <br />KNEE <br />'KITCHEN <br />►� <br />LL TOP♦• <br />- <br />-. ray <br />. <br />• <br />.. <br />QIS4to <br />4 <br />HEADER <br />: <br />DINING BEARING <br />♦ <br />• <br />;. <br />`•j \, �� <br />:��!d°44°di°i°i°di°i°i°i4°i°0�°i°i9Wi96°i°i°i°i44'i.:°i°i°i°i°i°Ji°i°°°i°i°i°�°i°iL44°i°i°i°iM.°iS°di94°i°d°°i°i9°dPP°°i°i°i°di°iS°e°e4°i°i'°4L°Pi°iS06°ih4°i°i4°i°i�d4i°i <br />� � 44°i499i44°di°ddi°i°i°di°i6°i°�! <br />;►. <br />1 <br />' <br />• __'�INSULATED <br />Q/S4 <br />20 MIN FIRE.� <br />WALL RATED DOOR W/ <br />1 <br />.•HEADER <br />11WEATHER <br />STRIP•. <br />4"; <br />�� <br />PROTECTIVE <br />BEARING <br />BOLLARD <br />WALL <br />TWO CAR GARAGE <br />!1 �� <br />•'6_51WALL <br />5 <br />LINE <br />LINE OF <br />- <br />FOYER <br />IN OPEN[ <br />►� <br />_POSITION <br />. <br />- <br />D • <br />FRAME WALL TO CMU <br />HD AT • <br />As' <br />u., <br />TEMPERED <br />1/2 <br />.: <br />.. <br />ENTRY <br />16070 <br />■ <br />�� <br />lamF t I <br />OF <br />FLOOR <br />AB v <br />1 <br />1 1 <br />20'-0" <br />1 1 <br />OVERALL 'I <br />1 FIRST FLOOR PLAN ELEVATION A <br />1/411= 11-011 <br />-7 5/8" <br />;7 5/8" <br />;7 5/8" <br />z <br />w <br />=m <br />J <br />2 <br />H.B <br />00 <br />m 00 <br />eo <br />W <br />-a <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 <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 />13 = 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 />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 />OCT 28 Z022 <br />Virtual Review Assist. Inc. <br />Plans Review completed and approve <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 />GARAGED <br />30.0 <br />-33.9 <br />30.0 <br />-33.9 <br />N <br />N <br />0 <br />- <br />00 <br />N <br />n ti <br />00 <br />LO <br />31 <br />TW <br />O <br />�N. <br />Q <br />z <br />a <br />^0 <br />(D LO ; E <br />�M o <br />W L <br />C) �� m <br />5 <br />N <br />U 0 00 m Q. <br />O <br />u o <br />O LLo 0 <br />Q <br />En <br />t �6q } <br />w Q:;� <br />70 <br />U <br />coM <br />0 ��� a <br />-0 <br />.— F- a <br />LLI W <br />w <br />�W H W J W M O <br />�-Q (If <br />�zx z <br />01 <br />a <br />QX�n�LLpZ2 <br />�t <br />np�LL — <br />o1- <br />zQ! <br />a<C0(9ZLL_00 <br />w w— w <br />w—W I�OZ <br />WwOO <br />O�< <br />Iw <br /><KOOCLLL <br />>F-F <br />Q <br />Ow <br />oof —0 <br />Q <br />.—YZQQ <br />D jr <br />O Q <br />LL <br />F LL <br />O <br />O <br />z <br />W <br />O <br />� ti <br />O <br />D � M <br />Q U) M � <br />U) LL � <br />W <br />F- W W M <br />r <br />00 <br />zv< <br />W <br />J0 <br />O <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />' <br />1 <br />O <br />o <br />N <br />o <br />N <br />ra <br />N <br />N <br />N <br />N <br />O <br />N <br />N <br />N <br />N <br />N <br />CD <br />O <br />Opp <br />CDr <br />O <br />O <br />r <br />N <br />C) <br />N <br />� <br />i <br />1 <br />i <br />1 <br />' <br />Z <br />NU') <br />W <br />� <br />CD <br />,0 <br />O <br />0 <br />1 <br />1 <br />1 <br />1 <br />> <br />�- <br />NV), <br />1 <br />C <br />CO <br />v/ <br />v/ <br />}F- <br />Z <br />Q Z <br />W <br />O <br />-�--+ <br />-�--+ <br />W <br />z <br />000 <br />O <br />ow <br />U U <br />Dzj <br />O <br />ono <br />Q <br />z <br />a�a <br />m W <br />N <br />(D <br />,- <br />(V <br />� <br />zom <br />W <br />0 <br />. .c <br />Q <br />0zwo <br />() <br />a z u_ <br />•■ <br />z <br />Z <br />U <br />_3 <br />O <br />O� <br />tr <br />z <br />Z <br />wlql- <br />J <br />" <br />0 <br />O <br />LAST PLOT <br />DATE <br />• <br />July 28, 2022 <br />Z <br />4_0 <br />0 <br />J <br />1 ST FLOOR PLAN A <br />