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6 11 <br />0 <br />N <br />It <br />30'-0" <br />10'-0" 14'-8" <br />LINE OF ROOF <br />ABOVE NOTE: <br />SEE SHEET S-11,12 '1873' 9 <br />FOR LINTEL CALLOUTS & <br />CONC. PAD DETAILS A7 <br />bo <br />C%4 SH 35 <br />HD AT 7'-4" HB <br />5068 SGD 1 <br />I <br />00 <br />I <br />I <br />DINING ROOM FAMILY ROOM I "' „ , „ <br />12808" CLG 17'-11" X 13'-3" 1 <br />8'-8" CLG <br />7 5/8" „ „ „ „ 4" 7 5/8" <br />-4 3/4 1 -11 3 -1 6 -9 5'-11" 3'-8" 4'-8" <br />1 Pt 6" 6" PLUMBING Q <br />I <br />STACK WALL 2X4 KNEE <br />S6 N WALL, TOP °_° <br />AT 34 1/2" 1 <br />1 <br />REF TILEIlk <br />I I 2Q <br />Ld! <br />DWG KITCHEN 1 o mo <br />SINK W/ 14'-1" X 9'-6" I <br />3 DISPOSAL 8'-8" CLG i <br />J 2068 2 A7 Q c <br />S6 1 OOD/ RANGE U 1 N <br />PANTRY mj_ <br />- M <br />4) 16„ 100 <br />4„ _`4 <br />/ P SH 7 1 N O O <br />PDWR R w v v <br />N 8'-8" CLG _ a <br />W/H 4' INSULATED �- a 6� <br />BRIG WALL — — — — — — <br />D PROTECTIVE (20 MIN FIRE — 1 <br />S3 BOLLARD RATED DOOR <br />W/ WEATHER STRIP _ <br />CC _ LINE OF <br />S3 4 INSULATED --,FLOOR ABV o) <br />BRG WALLN <br />42" H. `4 <br />1 LOW <br />CC ----- SLOPED <br />S3 10 WALL <br />TWO CAR GARAGE ----- 9 `O 3 <br />20'-0" X 20'-1" ---- 8 ti A3 <br />7 6" HIGH <br />----- CONT. <br />6 FOYER RAILING <br />D----- 5 <br />S3 ---- - 4 CARP <br />LINE OFGARAGE IN-----3 TILE <br />OPEN PO IC-5N I 1 2 1 <br />I i !UP <br />I I SH1/2 34 <br />I I l <br />I I <br />I I 3 1/2' o <br />I ao o I 8" �! - <br />I I 2'-9" 4,_g., M M v <br />HB <br />16070 SOFFIT ABV 1-2 c <br />ICID ENTRY,, <br />X 4'-4" 8 <br />2'-8" 16'-0" 2'-8,, L 7'-8" 1'-0" <br />21'4" 1 8'-8" <br />30'-0" <br />m00 <br />TIE BM hk <br />A7 AT 8 -8 <br />�� <br />mbo <br />W <br />F- Q <br />FIRST FLOOR PLAN A <br />1 /411 = 1'-0" <br />M <br />0 <br />N <br />"v <br />N <br />NOTE: <br />PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, <br />INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY <br />PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT <br />TO ATTIC SPACE <br />NOTE: <br />1. SEE SHEET S-11 , S12'1873' FOR LINTEL <br />CALLOUTS & DETAILS <br />2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S <br />UNLESS NOTED OTHERWISE <br />9 <br />A7 <br />0'-0 <br />;7- <br />• <br />- HI • <br />A <br />!jT1T1T1T�T�L?lTiTiT1T1ATlT1T�TIT�T�T T�T�LT�t�T1T1UT�T�TI?Kt�?�T1T�.fl TiTlTl11T1Tl7LTlTiT�T1T �T1T1T1T�T�TlT1T�1lT�T�TiT1T�T�T�TIT�T1T1TiT11�T�T�TIT�TJTiT� <br />Ely- MR <br />�t�?�T�T�f � <br />:���1�1tS <br />r <br />�- <br />WA <br />r <br />6 • . ' <br />'� <br />r <br />got FLIR <br />r <br />LINE <br />r <br />, <br />r <br />r <br />r <br />r <br />r <br />:-•• <br />8'-0" CLG „ <br />.•, m <br />N <br />�w <br />Uo(9 <br />= W <br />2'-10 3/8" u 2'-10 1/2" <br />ff4„ 1 V-31/2" <br />WALL <br />7 BATH #2 <br />7 <br />A7 <br />TP TB <br />R&S <br />BEDROOM #3 <br />10'-0" X 11'-1" <br />8'-0" CLG <br />14-7 X 9-1 <br />AHU 8'-0" CLG <br />A/C RETURN <br />NDER DOOR <br />M <br />a' U)r` <br />N <br />1 v v <br />A3 c <br />3'-4" d 1" 2'-11" '-2" 4'-1In 3'-8" 4'-11 5/8' <br />M � <br />., <br />WE <br />ATTIC NMI <br />CCESS <br />NMI <br />r . JI <br />1 2668 <br />� N <br />v <br />42" H M 8" <br />WALLN <br />z F WALL <br />42" H. <br />SLOPED <br />LOW <br />WALL <br />CV <br />CONT <br />RAILING <br />0P SH <br />- <br />2 Co <br />Q <br />BEDROOM#4 <br />to <br />• <br />�T� <br />llaT� <br />T r• I SH1 34co <br />HD AT 7'-T' '0 <br />g" <br />11 / ` ALE <br />11 <br />/ — — — — — — — — — - <br />SH 25 SH 25 " <br />EGRESS / HD AT T-3" FRAME <br />EGRESS WALL <br />5'-4 3/4" 10'-4" 5'-7 1 /4" 4'-4" 41-4" <br />21'-4" 8'-8" <br />SECOND FLOOR PLAN A <br />1 /4" = 1'-0" <br />ml <br />A7 <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 <br />SIZES 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 />ALL ANGLED WALLS TO BE 45' UNLESS NOTED <br />OTHERWISE <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.) = 56" A.F.F. <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 <br />CABINET A.F.F. <br />WALL LEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS. <br />8" CMU W/ 1X3 PT FURRING STRIP <br />R4.1 HIGH PERM 1/2" GYP <br />8" CMU <br />NON -BEARING 2X STUD W/ 1/2" GYP. <br />BEARING WALL 2X 16" O.C. <br />W/ 1/2" GYP. <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 />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 />780 <br />SECOND FLOOR LIVING <br />1090 <br />TOTAL LIVING SQ FT 1870 <br />ENTRY <br />38 <br />GARAGE <br />443 <br />TOTAL SQ FT 2351 <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 SAVE) <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />MAR 0 9 2023 <br />Virtual Review Assist, Inc. <br />Plans Review completed and ap rov <br />for compliance with the 2020 FBC 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 D <br />30.0 <br />-33.9 <br />30.0 <br />1 -33.9 <br />N <br />N <br />0 <br />M <br />Co <br />r n , t--A Ln <br />W <br />0 <br />z <br />Q <br />/V) <br />N LO <br />i 10 <br />W <br />`T <br />L o U <br />' M 0 d <br />Vi <br />N r�i <br />-_o d CO <br />� <br />Ali' <br />CO <br />W ` O <br />2 O � <br />f. �8 0 O <br />.� o <br />U O' <br />.N <br />p <br />W C <br />V <br />C) <br />� o00 <br />wW <br />(D W <br />W uJ'W_W vJi ~ZoxgI—w <br />W jZ <br />Rco <br /><ax'ZW <br />Q Q V <br />022Oo�¢~ <br />=uT0W9aOZORoomZz <br />�� <br />V) o z <br />�aa>zYOZzu-pW0Wa <br /><�_< Lu V5 23 L�a <br />o o¢z a <br />0W 0 F.¢u <br />a <br />O <br />O <br />fV <br />OW <br />� = O <br />O <br />in O O <br />ro Ln <br />Q Ln <br />J <br />LL <br />O <br />Z FF_ <br />zLU <br />W <br />J <br />O <br />N <br />N <br />O <br />N <br />0 <br />i <br />N <br />0 <br />O <br />06 <br />M <br />VV <br />c <br />­ <br />a <br />­ <br />ao <br />­ <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />04 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />O <br />N <br />0 <br />O <br />O <br />T.- <br />O <br />T- <br />o0 <br />O <br />CV <br />T-- <br />M <br />O <br />co <br />4 <br />0 <br />TL& <br />0 <br />0 <br />6 <br />0 <br />O <br />O <br />CV <br />CD <br />O <br />p <br />N�o <br />i <br />04 <br />0 <br />M <br />0 <br />'0' <br />0 <br />LO <br />00 <br />CO <br />r- <br />1 0- <br />M � <br />Z z <br />o <br />vV <br />�o <br />oWCO <br />o <br />O <br />O <br />Q <br />as <br />- <br />�O <br />0WUj <br />Z <br />ZL~� <br />r� <br />mZ=2W�z <br />J <br />Q <br />0 <br />>-2ZW■--I <br />Z z <br />00 <br />Lu � <br />�agz <br />Oc <br />Z rI <br />CLz <br />• • <br />� <br />Z <br />~Qz0 <br />U <br />V <br />g <br />a <br />0 O <br />M� <br />W <br />m <br />Z <br />a <br />W <br />J <br />LU <br />N <br />oo <br />cD <br />LAST PLOT DATE <br />> <br />Nov. 30, 22 <br />Z Q <br />1ST & 2ND FLOOR <br />J <br />PLAN A <br />