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14'-4" <br />42"X42" AC PAD, <br />SEE SHEET SN1 <br />FOR AC UNIT <br />HOLD DOWN <br />LO <br />5068 SGD <br />30'-0" <br />OVERALL <br />10'-4" <br />5'-4" <br />io 30'-0" 1. <br />2'-10" 24'-4" 2'-10" _ <br />3 1/2" (2)2X6 HEADER <br />2=_0= lit SEE M/S6 - TYP. <br />- SH 25 SH 25 2ND FLOOR SH 25 <br />' 0000 HD AT 6'-8" HD AT 7'-3" WINDOWS D AT 7'-3 <br />^_. EGRESSHB EGRESS - - <br />d EGRESS <br />00 <br />BEDROOM #2 <br />GREAT ROOM 10'-0° x 12'-4° <br />°° ' 8'-8" CLG <br />8'-8" CLG <br /><V <br />7 5/8" r 16'-0 1/4" 6-10 112" 101, 0 6 5-0„ 7 5/8" <br />V(2) BF 6" WALL3) STUD 2x8 <br />�OLUMN HEADER <br />BELOW-N _ _ c'��d' SEE Q/S 00 <br />R&S (DISH N <br />12'-10 5/8" 11 9'-2 1/4' r T-7" 2' 2" <br />_I <br />2X4 KNEE co <br />WALL, TOP <br />IF u AT 34 1/2" <br />G <br />ff KITCHEN <br />u u 8'-8" CLG = <br />C w ���BATH <br />u II O (D 8'-8" CLG <br />DINIIN$G ROOM o u u o z U) t° C� FP <br />00 u u RANGE <br />ii W/HOOD C <br />C (I <br />N io II III <br />i - <br />J 1�` N - 64 M <br />J N C)_ TN !� <br />0 2 <br />NLO ; 7 5/8" 0 6 WALL c'p 2'-3 1/2" " LO 0 � p <br />3'-4 1/2" 6'-3 1 /2" M '-3 7/8" 8 -8 1 /2 6d' 5'-3 3/4" 7 5/8 = <br />O <br />PLUMBING—.-`1 PANTRY <br />A3 STACK WALL N 6'-7" REF Ln 5 1/8„ <br />B.U.C. 4 16 <br />N <br />3 G 4" INSULATED S/H 3 <br />p`2 S3 \ BRG WALL PROTECTIVE A2 <br />N - ----- - (3) STUD <br />_ _____ COLUMN BELOW BOLLARD <br />`V N 20 MIN FIRE RATED J o0 <br />°O DOOR W/ WEATHER S6 <br />-- STRIP N <br />--- (2) 2x8 <br />- 10 HEADER <br />9 I` SEE Q/S4 TWO CAR GARAGE 8" EXT <br />8 in 4" INSULATED 18'-9" X 20'-0" FRAME <br />-- BRG WALL WALL —� <br />7 0o <br />--- FOYER <br />----6 °' 8'-8" CLG <br />CC <br />4 S3 N <br />2 1 _ _ _ LINE OF GARAGE IN <br />OPEN POSTFON <br />'4 ir,00 SEE DETAIL D/S3 <br />P in FOR FRAME WALL TO <br />CMU CONNECTIONS <br />Elm <br />SH 1/2 <br />HD AT6' "1 " <br />TEMP.G S9 (D TIE BEAM TIE BEAM <br />0 1'-4" 4'_7„ 4 _1 0 <br />a - co AT 8'-8" AT V-8" 00 <br />m ENTR co <br />co <br />W Q 8'-8" CLG I 16070 HB <br />TIE BEAM v <br />Q <br />w <br />W <br />: <br />0? <br />Q <br />LINE OF STRUCTURE <br />ABOVE <br />1 -4 17'-4" <br />L 4'-0" L 2'-0" L T-4" L 2'-0" L 18'-8" <br />KM <br />TIE <br />FIRST FLOOR PLAN - ELEVATION B <br />1 /411 = 1 1-011 <br />0 <br />�TitiT7 : ; tiTitiTitiTiTititititititi?i?ifs <br />►?ititi?i?i?ifi?L1i iTiTiTlTiTiTiti ti?i?iti?i?it <br />iti?ititi?iTiTitiTiTiTi?i?ititi?iTi?ititititititititi?i?i1: <br />_ ' <br />—: ititit <br />M <br />H <br />w <br />M <br />BEDROOM #4 <br />BEDROOM <br />H 1 <br />- <br />H <br />80 <br />H <br />y <br />_ <br />� <br />'IT1 <br />to <br />WE <br />IN <br />-TH #2 <br />N1 <br />H , D:i <br />• 1 <br />N • <br />, <br />1 <br />h <br />N <br />M <br />H <br />.• <br />• <br />, �• <br />MIN <br />•FT•• <br />► <br />1 <br />N <br />1 <br />M <br />: <br />1 <br />LOW Q <br />�>WALL <br />DRAIN <br />H <br />LL <br />HEAD & <br />.• <br />VALVE <br />••• <br />1 <br />r <br />�I <br />;• <br />•'�I�p�� <br />.� <br />'•• <br />• <br />H <br />H <br />�� .• <br />OWNERS <br />~ - • <br />� <br />� c <br />��-1111I <br />1 CLG <br />• aTi?iTltl?iTi : :'iTitaaTlT <br />_T�EXT <br />HEADER <br />HD AT <br />. FLOOR <br />_A <br />WINDOWS <br />H <br />SH 1/2 34 <br />MSTA36 -A- <br />« <br />• <br />:s <br />�iT1TiT1TiTi1: :LTii:TiTiT1TiT1i1 <br />TRUSS• <br />ILI•� <br />�TiTiTiTiTitiTiTiTi?i?1: -: TiTiTi?iTai <br />SH 25 SH 25 <br />!i <br />.7iTi?iTiTi :• <br />1-- <br />• AT <br />EGRESS <br />1 . 1 <br />1 1 <br />SECOND FLOOR PLAN - ELEVATION B <br />1 /411 = 1 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 />El <br />LO MU) <br />N~W <br />w <br />U) <br />�w <br />M <br />NI` <br />w <br />U) <br />ow <br />-4" <br />0 <br />N <br />0 <br />o) <br />0 <br />c%� <br />Lo <br />-2-PLY BUC W/ (2) <br />MSTA36 STRAPS <br />TO FLOOR <br />TRUSS BELOW <br />TOP <br />,r 8'-0" <br />0 <br />0o <br />a� <br />OQ <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 />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 450 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 R <br />4.1 HIGH PERM,1/2" GYP <br />8" CMU <br />2x4 INSULATED EXTERIOR STUD W/ 1/2" <br />GYP ON INTERIOR SIDE. LINO <br />NON -BEARING 2X4 STUD W/ 1/2" GYP. <br />LINO <br />BEARING WALL 2X4 16" O.C. W/ 1/2" <br />GYP. UN0 <br />p = FILLED CELL W/(1) #5 VERTICAL <br />® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />/j = 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 />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 />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 />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 />2X8 SYP STUDS SET TIGHT TO <br />SHEATHING AT 12" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAP <br />EACH ST& 1) D W/ (P EACH <br />SIDE CENT RE /) <br />NAIL 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 />NOTE: <br />1. GROUT TOP (2) COURSES SOLID <br />2. MAX. WALL HEIGHT 20'-0" AT 140C <br />WIND PRESSURE. 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In:.. <br />X <br />Plans <br />Reviei <br />r coninple <br />ed and <br />a <br />ipi <br />ed <br />for compliance <br />with <br />the <br />020 <br />FBC <br />7th <br />diti <br />n <br />6y Debi <br />a Anne <br />K <br />I <br />Air <br />I <br />P42 <br />00 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />M <br />M <br />O <br />00 <br />0 <br />0 <br />0 <br />.- <br />C)0 <br />o <br />i <br />I <br />' <br />O <br />W <br />N <br />LO <br />'^ <br />V / <br />C:)0 <br />�- <br />(V <br />0 <br />M <br />0 <br />V <br />0 <br />LO <br />0; <br />CO <br />i <br />co'^ <br />zI­- <br />V, <br />a z <br />C)w <br />W <br />000 <br />+4_0-+ <br />O <br />v <br />(_)0u) <br />O <br />Z)zj <br />Z <br />Ors <br />Q <br />aXQ <br />Lf) <br />= <br />w=Q <br />m ~ <br />Lr*) <br />(� <br />2 <br />~0 <br />N <br />lz <br />z°o= <br />W <br />CL <br />Q <br />O <br />zw0 <br />�O <br />UaZL- <br />z <br />-z <br />O <br />Z <br />X� <br />U <br />O <br />C <br />M� <br />W <br />w <br />z <br />a <br />z <br />w <br />w <br />J <br />ti <br />T_ <br />o <br />V­ <br />LAST PLOT DATE <br />■ <br />May 8, 2023 <br />Z <br />4-a <br />0 <br />J <br />1ST & 2ND FLOOR <br />PLAN B <br />