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0 <br />CV <br />0. <br />9 <br />47 <br />N <br />30'-0" <br />® D AT <br />:.: <br />BRG <br />FAMILY ROOM <br />16-3" X 15'-2" <br />8'-8" CLG <br />BRG OWNER'S SUITE <br />WALL 13 -0,X 15 -11 <br />8'-8" CLG <br />0 <br />GAG <br />7 5/8" 14'-2" L A 4'-6" <br />NOTE: <br />PROVIDE 1/2" PLYWOOD 1'-2" <br />DRAFT STOP IN FLOOR 2' -0" <br />TRUSS SYSTEM FOR A 2X8 W� <br />MAX. AREA OF 1000 S.F. <br />(PER FBC R302.12) <br />— TILE <br />co ___ -- KIFCHEN <br />2X6 KN <br />WALL oP AT 1 g1_7" X 14'-2" <br />/2" <br />1 -8 CLG I IREF <br />N II I <br />I' BRG <br />WALL <br />II <br />r ul <br />RANGE W/ <br />CAFE 0 HOOD O <br />J <br />N � 8'-6" X 14'-2" <br />Q 8'-8" CLG "' ° ° OO <br />2 I <br />- II <br />1 N DW 2 A7 1 <br />A3 PLUMB ---- <br />STACK _ <br />WALL v <br />5'-6" I. T-4 3/4" LA7 5/8" <br />/ ��, e <br />ME <br />�♦; <br />� L�J <br />N-, <br />k; j' t t►• <br />■��■�®� OWN <br />PWDR <br />BATH <br />LL ~ <br />J <br />1 L2868 <br />v <br />LINE OF—'? <br />T FLOOR `~ <br />ABV <br />(3) 2X4 <br />— <br />r — <br />B.U.0 W/ <br />- <br />HTT4 AT <br />BTM & <br />1 p S <br />M S20 <br />9 AT TOP <br />-- 7 42" H. r` <br />6 SLOPED <br />--1 <br />-- <br />-- LOW <br />5 WALL <br />- 4 <br />' <br />CP1 <br />--1 <br />TILE <br />-- <br />- FOYER <br />I 3 <br />2 1 <br />_ <br />UP <br />SH 1/2 34 <br />HD AT T-4" <br />o I EMP. GLASS <br />'v <br />O <br />NOTE: <br />SEE SHEET S-11, S-12 <br />'2382' FOR LINTEL 1-4" <br />CALLOUTS & DETAILS <br />mzo <br />w <br />HQ <br />TIE BM TIE BM <br />AT 10'-0" AT 10'-0" <br />m � <br />w <br />�Q <br />FIRST FLOOR PLAN - ELEVATION B <br />co <br />-]A <br />PANTRY C,4 <br />lam <br />co <br />-RG <br />WALL <br />Yi�'iiiii,i Si'iidiii'Pdd�7P�'iiLY�•i'�i' � <br />i1S, • • <br />1 �'hSYPd�4'�4Yii"iAS'i.'ids'ii'Ai'�iSii'iii�iSiiiiVli�1'�ii'hlliiiii5iii'iihiiY�Sii1'id�C�iii'iiii�, <br />4" INSULATED <br />BRG. WALL <br />^cc TWO CAR GARAGE <br />s3 J 19 -3 X 20'-0" <br />ENTRY <br />5'-8" X 51-4" <br />4'-4" <br />9'-6" <br />1 /4" = 1'-01 <br />1 <br />LINE OF GARAGE __— — — — — — — — — — — <br />`I <br />TIE BM <br />AT 10'-0" <br />I mbo <br />bo <br />w <br />I �a <br />16070 <br />2'4" f , 16'4" <br />20'-6" <br />30'-0" <br />2'-3" <br />Co <br />ao <br />L0 <br />A <br />S3 <br />1. SEE SHEET S-11, S/12 '2382' FOR <br />LINTEL CALLOUTS & DETAILS <br />2. ALL EXTERIOR HDRS AT OPENINGS <br />ARE (2) 2X6'S UNLESS NOTED <br />OTHERWISE <br />SECOND FLOOR PLAN - ELEVATION B <br />1 /4'1 = 1'-01 <br />1 <br />R-11 F.G <br />ION IN <br />,DJACENT <br />:SPACE <br />R-11 F.G. <br />ION IN <br />R WALLS, <br />JG BEHIND <br />TIN <br />SSEMBLY <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 />R 4.1 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 />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: UNIT'2382 B' <br />FIRST FLOOR LIVING = 1269 SQ. FT. <br />SECOND FLOOR LIVING = 1120 SQ. FT. <br />TOTAL LIVING SQ FT = 2389 SQ. FT. <br />ENTRY = 30 SQ. FT. <br />GARAGE = 414 SQ. FT. <br />TOTAL SQ FT = 2833 SQ. FT. <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 BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />R-11 / R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />OCT 2 8 YU['[ <br />i <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 />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 />co <br />00 <br />- <br />► <br />�\+ <br />tf L0 <br />o <br />? co <br />Q <br />W <br />w <br />z <br />t^o` <br />O L E <br />0 <br />� <br />_\W <br />L 'r- N <br />MCO <br />N <br />N � <br />V M <br />A�E -E: t M <br />O O 2 8 <br />OD <br />O a:o Q <br />.N <br />U LU QN <br />7W <br />V <br />L Mp E( •02 <br />5- 0 ° -60 <br />V, <br />W <br />WW <br />w0E-w <br />Qof W YZ� W Z <br />C7 <br /><Q V <br />mS2JNOWwU0LQ�0 <br />U) <br /><XJwLL <br />OZ2001-O� <br />aQLL <br />U)w�wv5w Z)) apwwwU'QZ �aw0zOwUzoa)Q-Q2w2Q <br />0W P <br />O_ZQQ Qw <br />LL <br />O <br />O <br />Z W <br />O� <br />i (n O <br />((M C:) <br />aJ L0 <br />LL <br />lei <br />F- W co <br />z V <br />W <br />W <br />JQ <br />0 <br />M1 <br />N <br />N <br />0 <br />N <br />I <br />ti <br />N <br />I <br />r <br />C) <br />0 <br />00 <br />Co <br />00 <br />- <br />C) <br />N <br />o <br />N <br />o <br />N <br />N <br />r- <br />N <br />C)o <br />N <br />N <br />N <br />0 <br />N <br />N <br />N <br />0 <br />N <br />N <br />N <br />N <br />N <br />M <br />6 <br />oD <br />L6 <br />o0 <br />M <br />r- <br />O <br />W <br />0 <br />c <br />v <br />000��00 <br />a� <br />o <br />o <br />m <br />' <br />O <br />NLO <br />>0000000 <br />N <br />M <br />IT <br />U) <br />CO <br />rl- <br />I <br />CT <br />CO♦^ <br />VJ <br />Z z <br />O <br />_ <br />owi-n <br />O <br />V��a <br />F- <br />o_-a <br />O <br />W F- <br />M O Z <br />= <br />F- z <br />N <br />V <br />Z > J <br />00 <br />i- <br />< W 0 <br />re) <br />� <br />ZZLL <br />00 <br />W N <br />Og2z <br />O <br />U�Z� <br />z <br />YQo <br />Ua <br />O�g <br />0 <br />m� <br />a <br />Z <br />z <br />w <br />N <br />'^ <br />W V / <br />0 <br />LAST PLOT DATE <br />O <br />Aug. 8, 22 <br />Z 0 <br />1 ST & 2ND FLOOR <br />J <br />PLAN B <br />