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7 5/8 <br />J <br />J <br />co Q <br />� <br />W <br />O <br />CV <br />CV <br />N <br />N <br />2 o <br />�0 <br />co <br />BO <br />w <br />P Q <br />TIE BEAM d <br />AT 8'-8" r <br />30'-0" <br />OVERALL <br />14'-4" 10'-4" 64" <br />42"X42" AC PAD, <br />SEE SHEET SN1 <br />FOR AC UNIT <br />HOLD DOWN 3 1/2" <br />2'-0" <br />00 SH 25 <br />►� . �i, EGRESSBHB <br />5068 SGD <br />co <br />GREAT <br />ROOM <br />o <br />BEDROOM #2 <br />°�° <br />8'-8" CLG <br />10 0 X 12'-4" <br />8'-8" CLG <br />cV <br />r <br />16-0 1 /4" <br />6'-10 <br />10" <br />1 /2" 10 5'-0" <br />(2) 2068 BF <br />6" WALL <br />(3) STUD <br />COLUMN <br />BELOW <br />R&S— <br />12'-10 518" <br />„ <br />11 9'-2 1 /4" <br />3'-7" 2' 2" <br />M <br />2X4 KNEE <br />WALL, TOP <br />u p AT 34 1/2" <br />2 <br />Hill <br />H KITCHEN <br />'s <br />c o <br />O <br />IIu. = <br />II II ° L M <br />BATH <br />u u p m <br />8'-8" CLG <br />DINING ROOM <br />o <br />0 z V) CO <br />8-8 CLG <br />IIH m RANGE <br />TP <br />o <br />ii W/HOOD <br />C <br />Cfl <br />u Ili - <br />II II <br />TB <br />II III - <br />II <br />O <br />1' 3" iv <br />N <br />2'-3 1/2" <br />r <br />7 5/8" o <br />6" WALL <br />�06, <br />T-4 1/2" <br />6'-3 1/2" <br />M <br />2'-3 7/8" 8'-8 1/2" <br />5'-3 3/4" <br />PLUMBING---`� <br />�n <br />PANTRY „ <br />5 1/8 <br />STACK WALL <br />iv <br />6'-7" REF <br />A3 <br />B.U.C. <br />(4 16 <br />N <br />p <br />G <br />4" INSULATED <br />D/H <br />- <br />S3 <br />BRG WALL <br />- ----- <br />\. <br />(3) STUD <br />PROTECTIVE <br />M <br />COLUMN BELOW <br />BOLLARD <br />`� <br />20 MIN FIRE RATED <br />00 <br />DOOR W/ WEATHER <br />- <br />STRIP <br />---- <br />(2) 2x8 <br />00 <br />HEADER <br />g <br />SEE Q/S4 <br />TWO CAR GARAGE <br />18'-9" X 20'-0" <br />$ <br />in <br />4" INSULATED <br />---- <br />`- <br />BRG WALL <br />7 <br />00 <br />iv <br />g <br />FOYER <br />----5 <br />M 8'-8" CLG <br />CC <br />----3 <br />I <br />2 <br />_ _________ <br />___LINE OFGARAGE IN <br />11 <br />OPEN POSTION <br />A 00 00 <br />SEE DETAIL D/S3 <br />P i <br />FOR FRAME WALL TO <br />I CMU CONNECTIONS <br />SH 1/2 <br />HD AT 6' <br />3 1 <br />" <br />TEMP.G <br />SqTIE <br />BEAM TIE BEAM <br />1'-4" 4'-7"Noll <br />AT 8'-8" AT 8'-8" <br />ENTRY <br />8-8 CLG <br />16070 <br />LINE OF STRUCTURE <br />ABOVE <br />1'-4" <br />17'-4" <br />4'-0" <br />2'-0" 3'-4" <br />2'-0" 18'-8" <br />30'-0" <br />FIRST FLOOR PLAN - ELEVATION B <br />" = 1'-0" 1 /4 <br />7 5/8" <br />2x8 <br />HEADER <br />SEE Q/S <br />-(4) 12" `N <br />DP SH <br />ti <br />d' <br />M <br />O- LO N I'- <br />- <br />Oo <br />N O <br />Lo <br />7 5/8" L) LO o <br />TIE <br />8" EXT <br />FRAME <br />WALL <br />o <br />0 <br />w00 <br />m oo ; <br />w <br />�Q <br />30'-0" <br />2'-10" 1. 24'-4" 2'-10„ <br />SH 25 <br />HD AT T-3" <br />EGRESS - <br />(2)2X6 HEADER <br />SEE M/S6 - TYP. <br />2ND FLOOR SH 25 <br />WINDOWS D AT 7'-; <br />�. EGRESS <br />LO <br />AV- <br />4" 11'-8 1/2" <br />2'- <br />I /4" <br />2'-3 114" <br />13'-0" <br />m <br />Ico C/) I <br />m = <br />co <br />N <br />I I <br />°p r <br />N <br />BEDROOM #4 <br />BEDROOM #3 N <br />I I <br />11" <br />12890' <br />10'-3" X 1 V-8" <br />I <br />CLG <br />8'-0" CLG rn <br />o <br />r <br /><V <br />r <br />r <br />11 1 /2" <br />6'-1 " 5'-7 1 /2" <br />3'-8" <br />13'-0" <br />2668 <br />N <br />r <br />2668 <br />TP cb <br />BATH #2 <br />8'-0" CLG <br />O <br />6" WA cn <br />W.I.C. <br />O <br />O <br />N <br />, <br />J_ <br />TB °' <br />�• <br />r <br />m <br />N <br />C° <br />to <br />N BEDROOM #5 <br />I <br />`r <br />1 V-7" X 9'-10" <br />W D <br />Q <br />— <br />— 8'-0" CLG <br />o <br />11 HANSE DRYER N <br />R & <br />S <br />BOX VENT <br />2" DP (4) <br />11 <br />r <br />e0 <br />M <br />— <br />„ „� <br />g <br />LAUNDRY ��6' <br />d'L <br />( ATTIC <br />I N <br />ACCESS <br />o <br />26�cP <br />LOFT <br />10'-1" X 15'-5" <br />00 <br />8'-0" CLG <br />7'-4" <br />4'-8 1/2" <br />T-4" <br />T-8" <br />10'-3 1/2" <br />1 36" LOW11 <br />A3 WALL <br />I <br />M <br />DRAIN <br />r <br />DN SHOWER <br />- <br />m <br />HEAD & <br />r. <br />00 <br />---- VALVE <br />16 <br />cs <br />o 0 <br />� BEDROOMo#6 <br />N <br />8 -0" CLG <br />14 <br />I <br />13 M <br />---- 12 <br />1'-5 1/2" <br />7 1/2" <br />T-11" <br />4'-2 1/2" <br />114" <br />-----� <br />41 <br />0 c c '-1 3/8" <br />N <br />r <br />��� <br />8 N <br />-----7 6" WALL`'' <br />a <br />-----6 O. BATH <br />��11 <br />8'-0" CLG <br />4 <br />-----3 TB <br />W.I.C. <br />I <br />N <br />r <br />36" H. z N <br />I <br />- I <br />OWNERS SUITE <br />CONT ti� <br />RAILING <br />N <br />r I <br />'IT-0" X 13'-0" <br />r <br />U')I <br />M <br />T I <br />a) <br />8'-0" CLG <br />I <br />(2)2X6 HEADER <br />SH 1/2 34 <br /><I <br />SEE M/S6 - TYP. <br />„ HD AT T-3" <br />I <br />I <br />2ND FLOOR <br />FRAME <br /><I <br />I <br />WINDOWS <br />WALLI <br />I <br />2-PLY BUC W/ (2) <br />1/2 34 <br />HDD AT 7'-3" <br />MSTA36 STRAPS <br />TO FLOOR <br />TRUSS BELOW <br />d <br />SH 25 SH 25 <br />HD AT T-3" HD AT T-3" <br />EGRESS <br />7'-4" 2'-8" <br />3'-2" <br />3'-2" <br />6-10" 6'-10" <br />10'-01, <br />6'-4" <br />13'-8" <br />CANTILEVER <br />30'-0" <br />SECOND FLOOR PLAN - ELEVATION B <br />1/4111 _ 1 -011 <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 />(GARAGE / LIVING) <br />R-11 / R-13 KRAFT FACED <br />4" <br />'? to <br />LO N h Un <br />w <br />C0 <br />�w <br />M <br />N r U) <br />w <br />WQ0 <br />ow <br />-4" <br />0 <br />N <br />0 <br />r <br />r <br />O <br />-2-PLY BUC W/ (2) <br />MSTA36 STRAPS <br />TO FLOOR <br />TRUSS BELOW <br />/r;YliiE:3Ci3� <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 SHFLF = 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 R <br />4.1 HIGH PERM,1/2" GYP <br />La <br />2x4 INSULATED EXTERIOR STUD W/ 1/2" <br />GYP ON INTERIOR SIDE. UNO <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 />J3 = FILLED CELL W/(1) #5 VERTICAL <br />= FILLED CELL W/(1) #5 TURNED Z-0" INTO SLAB <br />= FILLED CELL W/(2) #5 VERTICAL <br />C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />SQUARE FOOTAGE: <br />AREA <br />PROPOSED <br />FIRST FLOOR LIVING <br />SECOND FLOOR LIVING <br />1110 <br />1470 <br />TOTAL LIVING SQ FT 2580 <br />ENTRY <br />GARAGE <br />33 <br />403 <br />TOTAL SQ FT 3016 <br />El STAIR DATA <br />STAIR <br />MARK <br />RISERS <br />TREADS <br />LANDINGS <br />TOTAL RISE <br />A <br />17 AT 7 3/32" <br />15 AT 10" <br />1 <br />10'-0 3/4" <br />TREADS WITH 1" NOSING <br />Virtual Review Assist, Inc. <br />Plans Review completed and approve <br />for core_ nco with the 2020 FBC /th Edition <br />Lv Debra Anne Rliahr P ,2S 'g <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE -ALIGN EXT. <br />FACE OF SHEATHING W/ <br />EXT. FACE OF CMU BELOW <br />2X8 #2 SYP P.T. BASE PLATE <br />SET TIGHT TO SHEATHING <br />W/ 1/2" EPDXY ANCHOR OR <br />1/2" J BOLT W/ MIN. 7" <br />EMBEDMENT AT 32" O.C. <br />AND 6" FROM EACH END <br />8 KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE FOUNDATION PLAN <br />FOR FILLED CELL <br />SPACING. <br />3 WALL SPLICE DETAIL <br />N.T.S. <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 />39A <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 />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 />2X8 SYP STUDS SET TIGHT TO <br />SHEATHING AT 12" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAP <br />EACH STUD 1) STRAP EACH <br />SIDE CENT ED W/ (13) 10d <br />NAILS AND 8) 1/4" X 2-1/4" <br />TITENS INTO GROUT FILLED <br />CMU - STRAPS TO BE <br />ATTACHED DIRECTLY TO CMU <br />* CENTER OF STRAP AT <br />T/WALL TYP. U.N.O. <br />SEE PLAN <br />w <br />O <br />z <br />w <br />w <br />U) <br />NOTE: <br />1. GROUT TOP (2) COURSES SOLID <br />2. MAX. WALL HEIGHT 20'-0" AT 140C <br />WIND PRESSURE. IF CONDITIONS <br />ARE EXCEEDED, CONTACT E.O.R. <br />i <br />M <br />Oil <br />04 <br />co <br />co <br />k <br />i DO �f? •• <br />o <br />. <br />s <br />co <br />", { T <br />° <br />LO <br />q `5 ` <br />¢ <br />Lid <br />3 <br />w <br />p <br />w <br />0 <br />z <br />¢ <br />(D <br />_LO <br />W L 0 12, U <br />I� co � <br />cc <br />o <br />16��; <br />N�M4__ ❑O� M <br />-Q-- � �Z) <br />UC Oo <br />Ouo <br />- a)Q <br />.N <br />sw�:�� <br />_" C <br />L <br />M o. <br />O CO <br />Vill <br />LU LIJ <br />❑L W�— <br />¢2W ¢ ¢�Yozo <br />�o�ad 00�tLU0 O <br />Q U <br />I.- <br />oz Z2F-Q <br />0(n900R00M0z <br />0WnZLuU5C'ZZ) <br />fnW W <br /><LLWZ°ZQ��Qa <br />ozW <br />ILL <br />W �_ H Y❑ Q <br />❑ ❑QQZ� <br />Q ¢ <br />U - o �LL <br />O <br />O <br />Wz <br />O� <br />4 <br />jLO <br />�o <br />J <br />- <br />� � <br />W Lq <br />M� 5� in <br />T_ <br />00 <br />zv� <br />W <br />W <br />_j0 <br />O <br />(10 <br />i <br />I•. <br />I <br />00 <br />CDO <br />o <br />CD <br />0 <br />C) <br />r <br />0 <br />N <br />0 <br />M <br />0 <br />N <br />N <br />0 <br />N <br />N <br />N <br />N <br />ti <br />r <br />O <br />00 <br />0 <br />M <br />C)r <br />CDN <br />o <br />N <br />0 <br />N <br />o <br />I <br />' <br />O <br />W <br />O <br />N <br />LO <br />> <br />O <br />r <br />N' <br />O <br />M <br />O <br />4 <br />O <br />tt') <br />O <br />GO <br />LO <br />z <br />_,/ d- <br />Q <br />C)w <br />Zzz <br />-� <br />O <br />W <br />V <br />Woo <br />z <br />UVV5 <br />�zj <br />ow0 <br />r� Q <br />an¢ <br />Ln <br />= <br />W Q <br />w < <br />LU <br />N <br />O~H0 <br />zo= <br />W <br />~ <br /><_ <br />O <br />ZWO <br />V <br />gz� ILLaz <br />■ <br />z <br />m <br />Q�g <br />3 <br />pV <br />o0- <br />z <br />A2z <br />Lij <br />Uj <br />J <br />r- <br />00 <br />0 <br />LAST PLOT DATE <br />■ <br />March 23, 2123 <br />ZO <br />1 ST & 2ND FLOOR <br />PLAN B <br />