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ca <br />ir <br />_r <br />co <br />N <br />rr <br />12'-32 <br />4 <br />OPT. DEN <br />9'-4" FLAT CLG. <br />CARPET <br />M_ <br />BA. 3 <br />9'-4" FLAT CLG. <br />TILE <br />BEDROOM 3 <br />9'-4" FLAT CLG. <br />CARPET <br />DEN OPTION <br />SCALE: Y4"=1'-0" <br />'r6l <br />M <br />J) <br />C/) <br />Ca <br />Ir <br />13-4" 18'-0" 18'-8" <br />4'-4" <br />2'-0"' 0o T-O" <br />AC PAD <br />�, �D <br />35 SH <br />----------------------------- <br />25 SH 25 SH <br />-77 <br />71 <br />00 <br />8H <br />*EGRESS EGRESS <br />N <br />LANAI <br />9'-4" FLAT <br />T) MASTER <br />NOOK <br />CLG. A.F.F. <br />VAULTED CLG. <br />0 U) BEDROOM <br />U) <br />4) <br />CARPET 9 <br />60 <br />EO <br />0 U) <br />U) W <br />VAULTED CLG. <br />LO <br />0 <br />00 <br />0 W CARPET <br />to <br />ALT <br />1134" <br />4'-8" U <br />I AC PAD I <br />(E) G.T.- <br />- - - - - - - - - - <br />9080 SGD <br />NOTE: FINISHED WALLS (n <br />_T5 <br />71 <br />LT 11 ff �T[US-14-. FiEff <br />VERIFY. <br />H2 2 <br />9-41 <br />2'-0 11--21 <br />6 T-2" 4 <br />Id <br />TYP. <br />U.N.O. <br />8 <br />FAMILY <br />R&S <br />1 V-4" FLAT CLG. <br />CARPET <br />'_7 <br />IL <br />7 <br />WIC <br />S3 <br />1 V-4" FLAT CLG.. <br />C? <br />CARPET <br />zo <br />CIL 19 <br />SIM.w/ <br />2x6 #2 SPF <br />WALK IN <br />C/) <br />I <z y <br />@ 16" <br />'_7 <br />9 SHOWER <br />00 <br />0 Z <br />U) <br />O.C. <br />2468 2668 TILE TO 7' <br />Lr) <br />- <br />'.7 <br />U) <br />oa A.F.F. <br />M. BA <br />TEMP. GL. ENCL. <br />9 <br />0( ITCHE <br />- <br />ON 42" HIGH <br />;t <br />2468 9'-4" FLAT CL3. <br />KNWL. <br />co <br />VAULTED CLG <br />L TILE <br />CARPET <br />'.7 <br />R&S T-8111 <br />9, 8 1 3'-91 <br />17'-2" <br />4- 2 <br />G <br />U? <br />R&S <br />C1,11 <br />U) 3'-5" <br />REd. ff- 468 <br />05 <br />3'-11' 5-71 <br />2 IlF_ 4 <br />PROVIDE <br />- - - - - --- - - - - <br />BLOCKING FOR <br />I 5 SH. <br />A <br />MC j <br />GRAB BAR <br />- - - - - - - <br />WIC - <br />2468 <br />2x6 WALL <br />9'-4" FLAT CLG. U) <br />06 <br />CARPET 0� <br />C? <br />U) 2068 BF <br />Cf <br />"It <br />R&S <br />LIVING <br />DINING. <br />CC <br />9'-4" FLAT CLG. <br />ICN <br />9'4" FLAT CLG. f? <br />H.. <br />4S B/ SHWR T LE 0 <br />C14 <br />0 7 A.F F <br />d. <br />CARPET <br />CARPET <br />2068 <br />U) <br />9 <br />ACN <br />00 <br />LO <br />-Icq <br />19 <br />(0 2668 <br />BA2 <br />U) <br />cl) <br />CID <br />CD <br />9 <br />50 <br />14'-61 <br />2 <br />12'-73 :;t <br />U-0" 4" <br />T- 6-014 <br />91" 7'-0" 9'-4" FLAT CIL <br />< <br />(0 <br />ot <br />0? <br />2668 <br />C� <br />5-1" <br />14�-111' J6 L. <br />2 <br />5'-1 4'-1" <br />It <br />2668 <br />I I BEDROOM <br />W <br />2 <br />2x6 WALL <br />9'-4" FLAT CLG. W <br />LO <br />N <br />- <br />- - - - - - - I I DRYER VENT - <br />BEDROOM 4 <br />4v� I I THRU ROOF. <br />C? <br />U) <br />51" 1 1 2 25'MAX. <br />2468 BF <br />�3 <br />V- <br />OPT. DEN <br />06 <br />12468 <br />1 1 <br />TYP. <br />9'4" FLAT CLG. <br />LA u <br />05 <br />WIC <br />U.N.O. <br />CARPET <br />LAT CL <br />"_4" F' <br />T-4" FLAT CLG. <br />U) 12'-31' <br />W 4 <br />2'- 73 <br />4 <br />68 TILE <br />�O 7--01- <br />`7 2 <br />CAqPET <br />T-7-L" <br />4 <br />12'-83' <br />4 <br />CO <br />LL <br />Lo <br />0 <br />W <br />UHA <br />- <br />IN <br />LL <br />M 2868 <br />R&S <br />- <br />00 J) �R <br />0 ca 9'-4" FI-AT CLG. <br />0 X <br />L HANSON <br />- <br />'A <br />3-41" 51-7i" <br />4 6 2 <br />LO CARPET <br />BOX @ 36" EDGE OF SLAB 2" <br />- <br />6" 6" <br />A.F.F. BEYOND WALL <br />2668 <br />- - - - - - - - <br />BUILDER TO PROVIDE <br />-1 <br />5 <br />APPLIANCE PROTECTION <br />ATTIC <br />WHEN REQUIRED PER FBC <br />FOYER <br />1-0 314" <br />1 V-4" FLAT CLG. <br />4' <br />2'-5a IL ` <br />W <br />. �1) TILE <br />M <br />9 - I <br />I rc C <br />LO 1.0 <br />2868 <br />LL <br />BA 3 <br />z V, <br />� �3 <br />9'-4" F CLG. <br />r.0 U) 3068 W/ 36"x26" SIM w/ SPF STUDS @ <br />-AT <br />TILE <br />0 <br />CN TRANSOM ABV. 7 12" O.C. W/ USP SPT4 <br />7 <br />STRAPS T&B <br />GARAGE <br />9 <br />- <br />26E <br />8 NOTE-Z <br />9'4" FLAT CLG. A.F.F. <br />N <br />- <br />SIM wl SPF STUDS @ <br />FINISHED WALLS TO 1315� <br />C\1 <br />- <br />12" O.C. w/ USP SPT4 <br />FLUSH. FIELD VERIFY. <br />- - - - - <br />G.T. r - - <br />- - - - - - - <br />- - - - - - - - - - - - - - <br />- <br />STRAPS T&B <br />- - - - - - - - - - - - <br />- - - - - - - - - - - - - - - - - - - - <br />60 <br />U_ <br />CID - ENTRY <br />00 U) - <br />co , 2-- 2'-8" SEE ELEV. <br />G.T. (ELEV. B) <br />TYP. @ K <br />BEDROOM 3 <br />GARAGE S4 <br />TYP. @ K <br />9'-4" FLAT CLG. <br />GARAGE S4 <br />SH <br />CARPET <br />8 X 7 OVERHEAD DOOR <br />C, <br />EGRESS <br />(2) 25 SH <br />16 X 7 OVERHEAD DOOR <br />& <br />4'-8- 10'-8" <br />T-01, <br />116-0" 2--0" <br />8'-0" <br />�1'4'101 <br />15'-4" <br />5-4- <br />29'-4" <br />50'-0" <br />REVISION NOTES 12/17/2009: <br />1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS <br />ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. <br />2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. <br />EXCEPT IN WET AREAS. SPACE WET AREA <br />FURRING AT 16" O.C. <br />3. NO RECESSES FOR SHOWERS. SHOWERS ARE <br />TO BE PANNED WITH A PRE-FAB. BASE. <br />4. ALL VANITY HEIGHTS ARE 36" A.F.F. <br />5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" <br />RECESS. REFER TO MASON'S SCOPE FOR <br />RECESS WIDTH. <br />6. ALL BATHROOMS HAVE ONE MEDICINE CABINET <br />7. ALL 50'PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. <br />8. ALL TUB DECKS ARE SIZED AS FOLLOWS; <br />40'PRODUCT LINE - MIN. 48" x 64" <br />50'PRODUCT LINE - MIN. 48" x 76" <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br /><@>(2) <br />- 2X6 #2 SYP W1 112" <br />FLITCH PLATE <br />- 2X8 #2 SYP W/ 1/2" <br /><e>(2) <br />FLITCH PLATE <br />(2) - 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 13/4" X 11 114 LVL <br />2.OE Fb=2950 <br />(2) - 13/4" X 9 1/4" <br />LVL 2.01E Fb=2950 <br /><e>(2) <br />- 13/4" X 16" <br />LVL 2.01E Fb=2950 <br />(2) - 13/4" X 7 1/4" <br />LVL 2.01E Fb=2950 <br />(2)-2X4#2SYPW/1/2" Follow QIS4. See Plan for <br />R.A.G. FLITCH PLATE Bearing Wall Call Out When <br />t ps are equ re <br />VERIFY W1 PLAN CORRECT LENGTH OF HEADER REQUIRED <br />SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />A <br />+25.6 -27.8 <br />rB <br />+25. 6/-34.3 <br />+24.5 -26.7 <br />(5) <br />+24.5 / -31.9 <br />+23.0 -25.2 <br />+23.0 / -28.9 <br />SEE SN SHEET SEE SN SHEET <br />H <br />NOTE: WIND SPEED INDICATED ABOVE <br />IS AN "ULTIMATE" WIND SPEED. THE <br />WIND PRESSURES LISTED ABOVE ARE <br />ALLOWABLE PRESSURES <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20 X 26 <br />18 1 X 25 <br />2 2 <br />S.H. <br />13 <br />20 X 38 28 <br />18 1 X 37 3 <br />2 4 <br />S.H. <br />14 <br />20 X 50 8 <br />18 1 X 50 <br />2 <br />S.H. <br />15 <br />20X63 <br />18 2' X 62 2 <br />S.H, <br />16 <br />20 X 72 <br />18 'X 711 <br />2 2 <br />S.H. <br />2132 <br />27 1/4 X 26 <br />26 X 25 ' <br />2 <br />S.H. <br />3133 <br />27 1/4 X 38 <br />N/A <br />S.H. <br />1334 <br />2714 X 50 5 <br />N/A <br />S.H. <br />' 33 <br />N/A <br />26 x37 I <br />S.H. <br />1234 <br />N/A <br />26 x 50 <br />S. H. <br />2' 35 <br />27 41 X 63 <br />26 X 62 1/2 <br />S.H. <br />236 <br />27 41 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 1 X 26 <br />36 X 25 1/2 <br />S.H. <br />23 <br />37 34 X 38 8 <br />36 X 37 3/4 <br />2 <br />S.H. <br />24 <br />37 3 X 50 5 <br />36 1 X50 <br />S.H. <br />25 <br />37 14 X 63 <br />36 J2 X 62 112 <br />S.H. <br />26 <br />37 14 X 72 <br />36 12 X 71 1/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />73 2' WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 12 X 25 1 <br />2 <br />S. H. <br />33 <br />54 X 38 <br />52 1 X 37 <br />2 4 <br />S.H. <br />34 <br />54 X 50 58 <br />52 'X 50 <br />2 <br />S. H. <br />35 <br />54 X 63 <br />52 1 X 62 1 <br />2 2 <br />S.H. <br />36 <br />54 X 72 <br />521X71 I <br />2 2 <br />S.H. <br />39X59 <br />40 X 59 <br />N/A <br />S.H. <br />DOUBLE 39X59 <br />79X59 <br />N/A <br />S.H. <br />FLOOR PLAN <br />SCALE: Y4"=V-0" <br />R302.5 Dwelling/Garage Opening/Penetration Protection. <br />• Openings from a private garage directly into a room used for <br />sleeping purposes shall not be permitted. Door between <br />garage and residence shall be equipped with solid doors not <br />less than 13/8" in thickness, solid or honeycomb -core steel <br />doors not less than 1 3/8" thick, or 20-minute fire -rated doors, <br />equipped with self -closing device. <br />• Duct Penetration. Ducts in the garage and ducts penetrating <br />the walls or ceilings separating the dwelling from the garage <br />shall be constructed of a minimum No. 26 gage (0.48 mm) <br />sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl <br />duct board, or other approved material and shall have no <br />openings into the garage. <br />• Other penetrations shall be protected as required by section <br />R302.1 1, Item 4. <br />R302.6 Dwelling/Garage Fire Separation. <br />The garage shall be separated from the dwelling as per the <br />following: <br />• From the Residence & Attics - Not Less than 112" Gyp. Bd. or <br />equivalent applied to garage side. <br />• From Habitable Rooms Above Garage - Not Less than 5/8" <br />Type-X Gyp. Bd. or equivalent. <br />• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less <br />than 1/2" Gyp. Bd. or equivalent. <br />• Garages Located Less Than 3 Feet From Dwelling On The <br />Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied <br />to the interior side of exterior walls that are within this area. <br />R312.2.1 Window Sills. <br />In dwelling units, where the opening of an operable window is <br />located more than 72 inches above the finished grade or surface <br />below, the lowest part of the clear opening of the window shall be <br />a minimum of 24 inches above the finished floor of the room in <br />which the window is located, Operable sections of windows shall <br />not permit openings that allow a 4-inch-diameter sphere where <br />such openings are located within 24 inches of the finished floor. <br />Chapter 45 Private Swiming Pools, Section R4501.17.1.9 <br />All doors and windows providing direct access from the home to <br />the pool shall be equipped with an exit alarm complying with UL <br />2017 that has a minimum sound pressure rating of 85 db a at 10 <br />feet. Any deactivation switch shall be located at least 54 inches <br />above the threshold of the access. Separate alarms are not <br />required for each door or window if sensors wired to a central <br />alarm sound when contact is broken at any opening. <br />Mill 507.2 Recirculation of Air. <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />recirculated within a residence or to another dwelling unit and shall <br />be exhausted directly to the outdoors. Exhaust air from bathrooms <br />and toilet rooms shall not discharge into an attic, crawl space or <br />other areas inside the building. <br />GAS APPLIANCES <br />G.C. to verify location of gas riser before commencement of work. <br />see Sht. SNII for installation detail. <br />Where gas water heaters are installed. Water heaters shall be <br />installed a min, of 18" above fir. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />WALLLEGEND <br />I I I I I MASONRY HGT. @ 9-4- A.F.F. <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR <br />BEARING ONLY" ARE FLOOR SYSTEM <br />SUPPORTING ONLY AND REQUIRES NO <br />UPLIFT CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />LIVING <br />2599 S.F. <br />GARAGE <br />589 S.F. <br />LANAI <br />144 S.F. <br />ENTRY <br />36 S.F. <br />TOTAL SQ. FT. <br />3368 S.F.. <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION I R-1 1/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />NOTE TO TRUSS COMPANY: <br />ALIGN TRUSSES TO ALLOW <br />FOR A.H. TO BE ALIGNED. <br />z co <br />z <br />ZV) (D <br />(1) <br />U-:) <br />4--J uj <br />(10 n <br />U <br />0 LU <br />E <br />U1711 <br />co <br />Co CN <br />0 cn <br />I.- E <br />0) M <br />r_ W n <br />E2 -0 m <br />r_ C14 <br />0,00 <br />-8 <br />Qj <br />Q <br />:E LL 00 <br />M - 00 <br />0 1 i� <br />- 0 le <br />< <br />C0 CL 0 <br />LO 0:S <br />6 <br />Ai <br />N.C.B D-C <br />T <br />A <br />z <br />_W <br />8D. <br />J71 <br />WT, <br />Cq= cc <br />s <br />01 <br />Z <br />co-LL <br />0;� <br />rN <br />Q_ 4EL, W <br />Z <br />E,-v 0 <br />Z CA <br />lo <br />LL <br />LU cNn!E <br />r <br />4) <br />Lu <br />E]E] 1:1 <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />an sea sony r t e structura eng neer ng port ons o <br />the drawing pages bearing Engineer's signature and seal. <br />Z f-4 <br />ow N <br />�-4 4-1 <br />Lr) ­ <br />=3 <br />z <br />> tn p <br />4_j (0 Ln <br />ON <br />41) - V) <br />z <br />" U_ e-S <br />CL f%j <br />3- 00 <br />E <br />Z M <br />LU CD <br />W <br />_j C:) <br />%0 <br />0 <br />Ce Z <br />LU ILL <br />LU LU Z <br />b Lf) <br />z z<0 <br />0 it. <br />U � <br />z Uz, i.- z <br />z <br />Q z 0 11 W <br />�2 5 111 R _j <br />>. - um 8 <br />LU <br />LLJ z <br />W <br />Ln <br />r14 <br />r"4 <br />000'%% <br />Ln <br />< <br />CL <br />LU 0 <br />z U <br />ui 0 0 0 <br />0 <br />< <br />C:) <br />tZ5 c-oj 2 <br />W <br />Z <br />C) <br />z D 2:!a <br />Cy D <br />z <br />ED <br />111111110 z <br />Lu W 0 <br />0 8 <br />,:, �i <br />l'- <br />_j <br />rq <br />� W> 8 <br />c) <br />wou-z< <br />� Q<� �-- 6 S <br />Ln <br />0 Cy LL <br />:, =�' I <br />U) V) z <br />0 <br />C:) <br />4- <br />T.,.j <br />c) <br />LL 0 <br />u_ <br />Z <br />.. 0 <br />LU <br />> <br />Z _j <br />:5 <br />z <br />LL <br />SCALE AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: ERAND <br />VERSION NO. <br />100 <br />JOB NO: 17-1799 <br />SHEET NO. <br />2.- <br />