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I U) <br />co <br />21 <br />-74A' <br />_T� <br />U) <br />C0 <br />05 <br />H rr <br />L6 <br />12'-33� <br />4 <br />OPT. DEN <br />9'-4" FLAT CLG. <br />CARPET <br />0 <br />uj <br />BA 3 <br />I <br />9 4 FLA� CLG . <br />TILE <br />BEDROOM 3 <br />9'-4" FLAT CLG. <br />CARPET <br />DEN OPTION <br />SCALE.Y44"--l'-O" <br />T_ <br />U) <br />LO <br />09 <br />- - - - - - - <br />r <br />I <br />ALT 1 <br />AC PAD I <br />TYP. <br />U.N.O. <br />18'-8" <br />2-0" 2-0" <br />AC PAD <br />1 25 SH 25 SH 1 <br />18--0" <br />11 - ----------------------------- <br />*EGRESS *EGRESS <br />LANAI <br />MASTER 9'-4" FLAT CLG. A.F.F. <br />BEDROOM U) 0 <br />U) 9 <br />LU U) 50 <br />VAULTED CLG. 0� 0 c? <br />CARPET 00 <br />LLI C:) zo <br />(0 <br />d 4'-8" 13'-4" <br />G.T. K�9� - <br />z <br />mf-,t <br />Cr) <br />NOTE: FINISHED WALLS <br />9080 SGD <br />7G-e-E- <br />T_ <br />VERIFY. <br />2868 1 H2 <br />1 V-21" <br />4 <br />T-2" 3'- 2-0" <br />7 11 <br />FAMILY <br />R&S <br />1 V-4" FLAT CLG. <br />CARPET <br />WIC <br />1 V-4" FL AT CLG. <br />CARPET <br />SIM.w/ <br />SIN. 2x6 #2 <br />WALK IN <br />(D <br />SPF @ <br />SHOWER <br />1 <br />0) <br />16" O.C. <br />TILE TO 7' 1 <br />2668 <br />2668� <br />2468 <br />TEMP. GL. ENCL. A. F. F. <br />0 -ft\ <br />N 42" HIGH <br />KNWL. <br />T-8"' <br />-IV. <br />10. BA <br />9'-4" FLAT CLG. <br />2468 <br />TILE <br />=IN <br />R&S <br />R&S <br />WN <br />MN101011 10 <br />1 INNN1 <br />EMNN <br />RIM <br />M NNEEMENN <br />FA, �FTTI <br />jrMj= <br />NVI - W <br />6'-(z <br />um) <br />C/) <br />U-) <br />(A) (N <br />HB <br />-1 IN <br />1'� < <br />zo <br /><2668 <br />X <br />31-911. C14 <br />BA 2 2668 CD <br />9,14" FLAT CL 3. T-0" 9 <br />U) <br />06 <br />12� <br />1� <br />10 <br />2x6 WALL <br />C? <br />DINING <br />_IC11 <br />M <br />4' FLAT CLG. <br />9' <br />CARPET <br />-IN <br />19 <br />;t 12'-73' <br />17-8" <br />1�Cj <br />"1 <br />C? <br />13'-4" <br />35 SH <br />LL==!===:j <br />HB <br />NOOK <br />VAULTED CLG. <br />CARPET <br />LO <br />- - - - - - - - -- <br />8 <br />1 9'-31 <br />F1 <br />uj <br />0 <br />C/) <br />rr <br />z 1 <br />H z < 10 <br />I I L <br />j <br />D <br />z <br />1 1 <br />N <br />ITCHE <br />VAULTED CLG. <br />Li I CARPET <br />91-15, <br />T-98 8' <br />N 2468 EF. <br />- - - - - - - - - - <br />5 SH. <br />I F FEF. <br />LIVING <br />9'-4" FLAT CLG. <br />CARPET <br />C/) <br />LO <br />14'-6-l' <br />9 <br />N2668; <br />C/) <br />U) <br />c� <br />�/2668 M <br />uj <br />BEDROO <br />2 <br />L. 4'-1" <br />14'-111" <br />2 <br />0 <br />Lu 9'-4" FLAT CLG. <br />2x6 WALL <br />CARPET <br />-DRYERVENT <br />I? <br />+ 1 <br />< <br />THRU ROOF. L0 <br />7061 <br />BEDROOM 4 <br />24687BF <br />L? <br />25' MAX. 8 <br />C0 C\i <br />-A <br />U) F_ <br />-1 <br />2468 Ir <br />OPT. DEN <br />06 <br />WIC <br />LA U <br />9'-4" FLAT CLG. <br />9'-4" FLAT CLG <br />4" FLAT CL G <br />CARPET <br />12'-8a" <br />4 <br />CARPET <br />5'-71' <br />4 <br />I�E 268 <br />7:0' 6-1 <br />2'- 4 <br />12'-33' <br />4 'Lls <br />- I <br />�H <br />BUILDER TO PROVIDE <br />APPLIANCE PROTECTION <br />WHEN REQUIRED PER FBC <br />- - - - - - - - - - - - <br />K )iTYP.@ <br />S4 )GARAGE <br />8 X 7 OVERHEAD DOOR <br />R&S <br />2 68 <br />E <br />9'-4" FLAT CLG. <br />U) <br />Ca <br />cr <br />co -IN <br />00 L9 <br />(0 �10 <br />0 <br />HANSON <br />EDGE OF SLAB 2" BOX @ 36" <br />CARPET <br />LO <br />6-71' <br />2 <br />3'-E <br />=IN1 <br />BEYOND WALL A. F. F. <br />6" <br />6" <br />1? <br />- - - - - - <br />5'-1 <br />2668 <br />I _ -54-X-2f" 1 <br />ATTIC I <br />- - - - - - <br />FOYER, <br />- -- <br />mod <br />1 V-4" FLAT CLG. <br />c� <br />L! 2' -54"' <br />3'4- <br />F- o <br />TILE <br />FO <br />LU <br />cc <br />IN <br />co <br />9 <br />_j <br />�3 <br />=I .zr <br />1111111111117 <br />10 <br />2868 <br />BA 3 <br />2: LL: <br />U) <br />Sim W/ SPF STUDS @ <br />3068 W/ 36"x26" <br />91-4" FLA F CLG <br />co to <br />GARAGE <br />12" O.C. w/ USP SPT4 <br />TRANSOM ABV. <br />TI <br />STRAPST&B <br />9'-4" FLAT CLG. A.F.F. <br />NOTE: <br />I <br />- <br />21368 <br />b <br />C14 <br />FINISHED WALLS TO BE <br />rG SIM w/ SPF STUDS @ <br />G.T. <br />FLUSH. FIELD VERIFY. <br />V <br />�3 12" O.C. w/ USP SPT4 <br />STRAPS T&B <br />OP <br />LL <br />Go - <br />ENTRY 00 <br />SEE ELEV. 1 2'-8' 2'-8" C� <br />06 (D <br />C:) G.T. (ELEV. B) <br />X <br />------------- <br />_(kK TYP.@ BEDROOM 3 <br />S4 GARAGE 9'-4" FLAT CLG. <br />CARPET <br />EGRESS <br />16 X 7 OVERHEAD DOOR FH I I I I I I I I I I R i- <br />(2)25S <br />2'-0" 16-0" 2'-0" 10'-81, <br />nn' All 01 All 1=1 All <br />4'-8" <br />0? <br />&4 <br />9 <br />:;t <br />CY) <br />rA <br />b <br />��3� - <br />TYP. <br />U.N.O. <br />. (:��) <br />LL <br />0 LO <br />LU <br />N <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) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP Wl 1/2" <br />FLITCH PLATE <br />(2) - 2X1 0 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X1 2 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2)-1 3/4" X 11 1/4 LVL <br />2.OE Fb=2950 <br /><�> <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.OE Fb=2950 <br /><e> <br />(2) - 1 3/4" X 16" <br />LVL 2.OE Fb=2950 <br />(2) - 1 314" X 7 1/4" <br />LVL 2.OE Fb=2950 <br />(2) - 2X4 #2 SYP \All 1/2" Follow Q/S4. See Plan for <br />R.A.G. Bearing Wall Call Out When <br />FLITCH PLATE <br />Straps are Required <br />* VERI FY W/ 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 />rA <br />�1� <br />+25.6 -27.8 <br />�,_L�j <br />+25.6 -34.3 <br />+24.5 -26.7 <br />+24.5 -31.9 <br />(E) <br />+23.0 -25.2 <br />+23.0 -28.9 <br />�1� <br />SEE SN SHEET SEE SN SHEET <br />140MPH <br />NOTE: WIND SPEED INDICATED ABOVE <br />IS AN "ULTIMATE" WIND SPEED. THE <br />WIND PRESSURES LISTED ABOVE ARE <br />ALLOWABLE PRESSURES <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20 X 26 <br />18 12 X 25 <br />S.H. <br />13 <br />3 <br />20 X 38 8 <br />18 1 X 37 43 <br />S.H. <br />14 <br />20 X505 <br />8 <br />181X50 <br />2 <br />S.H. <br />15 <br />20X63 <br />18'X62' <br />2 2 <br />S.H. <br />16 <br />20 X 72 <br />18 2' X 71 21 <br />S.H. <br />2 32 <br />27 1/4 X 26 <br />26 X 25 1 <br />2 <br />S.H. <br />133 <br />a <br />27 1/4 X 38 3 <br />8 <br />N/A <br />S.H. <br />1334 <br />27 4' X 50 <br />N/A <br />S.H. <br />133 <br />2 <br />N/A <br />26 X37 3 <br />4 <br />S.H. <br />1234 <br />N/A <br />26 x 50 <br />S.H. <br />'35 <br />2 <br />27 1 X63 <br />4 <br />26 X 62 1/2 <br />S.H. <br />1236 <br />27 4' X 72 <br />26 X 71 112 <br />S.H. <br />22 <br />373X26 <br />4 <br />361X251/2 <br />2 <br />S.H. <br />23 <br />371X38 <br />4 8 <br />36 1 X 37 3/4 <br />2 <br />S.H. <br />24 <br />371X50� <br />4 8 <br />361X50 <br />2 <br />S.H. <br />25 <br />37 4' X 63 <br />36 2'X 62 1/2 <br />S.H. <br />26 <br />37 34 X 72 <br />36 12 X 71 1/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />73 WIDE <br />&H. <br />32 <br />54X26 <br />52 'X25 <br />2 2 <br />S.H. <br />33 <br />54 X 38 3 <br />8 <br />52 'X 37 3 <br />2 <br />S.H. <br />34 <br />54X5 05 <br />52'X50 <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 />54X72 <br />521X71 ' <br />2 2 <br />S.H. <br />39X59 <br />40 X 59 <br />N/A <br />S.H. <br />DOUBLE 39X59 <br />79 X 59 <br />N/A <br />S.H. <br />FLOOR PLAN <br />SCALE: X"=V-0" <br />General notes <br />R302.5 Dwelling/Garage Opening/Penetraflon 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 1 3/8" in thickness, solid or honeycomb -core steel <br />doors not less than 13/8" 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 />e 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 />e From the Residence & Attics - Not Less than 1/2" Gyp, Bd. or <br />equivalent applied to garage side. <br />e 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 />3urface <br />located more than 72 inches above the finished grade or,� <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. Opera ble 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 />M1 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 />MASONRY HGT. @ 9-4- A.F.F. <br />TYP. 2x FRAME WALL <br />BEARINGWALL <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 2599 S.F. <br />GARAGE 589 S.F. <br />LANAI 144 S.F. <br />ENTRY 36 S.F. <br />TOTAL SQ. FT. 3368 S.F. <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED <br />R-30 BLOWN -IN <br />CONDITIONED CEILING <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFTFACED <br />(GARAGE LIVING) <br />NOTE TO TRUSS COMPANY: <br />ALIGN TRUSSES TO ALLOW <br />FOR A.H. TO BE ALIGNED. <br />0 T <br />z M <br />C:� <br />0 <br />z <br />< <br />un 0 <br />U-1 <br />M r) <br />U <br />0 Lu <br />E <br />U111 <br />0 <br />2 co <br />2 cl <br />in I- <br />N <br />C) <br />4) Cn <br />M Cl) <br />L.0 <br />E <br />0 <br />C M co <br />2-0 co <br />- C14 <br />0 0 o <br />0 <br />= LL CO <br />S _C0 <br />0 <br />0) <br />U) 0. C) <br />Lo 0 --t <br />< 0 <br />AT <br />8 <br />D. <br />N C-B D C <br />04 U11 <br />CN <br />­0 co� CD Q <br />All <br />.0 <br />M !9 <br />IM z My <br />9.- <br />W 4F J�- <br />W> <br />< LL <br />LL1 '0 <br />�-j <br />_2 <br />-,p <br />1� cr�,5 <br />I AM 9 6) <br />LL <br />W \510 <br />z z- <br />LU 0 1 <br />0 <br />El El <br />To t h e b est of th e E ngi n ee r's knowl edge, i nfo rma tion, a nd <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and sea[ is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />CD <br />C) <br />z r, 4 <br />0 cu r�, <br />1­4 4-J <br />V) ­ <br />= <br />> V) <br />P__1 fy) C) <br />z <br />4-0 <br />(0 Ln <br />-0 <br />V) 0 <br />Y_ (V L Ln <br />LL <br />z <br />F_ <br />>, � rl) <br />U CL 00 <br />z E <br />z M <br />Uj C:) <br />LU <br />_j <br />ko <br />Itt <br />NJ <br />0 <br />ce C2 z <br />Uj U_ <br />z <br />LU �E � E <br />U i­ - 0 0 <br />0 >. z < 0 <br />z on. <br />z >- � d X <br />< <br />z z P z <br />LU Z <br />-U-1 <br />Lo <br />0 <br />8 4 LU <br />a. 0 z @ <br />LU Z <br />2 LU <br />C:) <br />Ln <br />r4 <br />11714 <br />eol"s <br />Ln <br /><V__1 <br />LU o <br />Ly C< <br />e �- �: <br />Q� V) �,e Ce <br />< z Q 0 <br />LU 0 0 U <br />0 <br />C) <br />U [IJ <br />E 0 Z. <br />Z <br />C) <br />E !zz <br />Z <br />t <br />LU D 0 <br />U Lou 8 <br />U.J <br />z <br /><0 <br />> <br />-3 <br />2: <br />1 <br />C) <br />Lu 0 u- z <br />7: 0 <br />_1 <br />Ln <br />0 <br />(4 CY 2: LL <br />U) z <br />0 <br />_j <br />< < <br />C:) <br />U_ 0 <br />< F <br />z <br />0 <br />Uj <br />> <br />0 <br />Z <br />_j <br />:5 <br />z <br />C.L U_ <br />SCALE AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />100 <br />JOB NO: 16-6652 <br />SHEET NO. <br />1 <br />