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I <br />T <br />OWNER'S SUITE <br />8'-0" CLG. <br />CARPET <br />N mco <br />W <br />0X 17' 8 I r <br />r,, W <br />J00 4G-to (4) 2x4 #2 SYP STUDS <br />W/ USP HTT4 @ BASE <br />TYP @ 1 STORY <br />A <br />S3 <br />�1 <br />W FAMILY RM <br />O ^ 2:12 VAULTED CLG. s ( 9'-4" CLG. <br />io CARPET <br />I T <br />23'-OS" <br />i <br />4'-0" 1 V-7a' I f <br />PATIO CAFE <br />_ N <br />• a e C6 CARPET <br />00 <br />Ak <br />Q <br />H.B. <br />-8" <br />ED <br />60"x36" <br />R.A.G. <br />R&S <br />----------- <br />W. I . C. <br />8'-0" CLG. <br />I <br />I <br />I <br />CARPET r,ro <br />Iy <br />T <br />I W <br />P <br />1 N <br />Li <br />7'-8" = <br />2ss8 <br />HANSON <br />BOX @ 36" <br />A.F.F. <br />1 <br />1 <br />DRYER VENT <br />I <br />THRU ROO <br />__ _ ___V_j <br />R&S <br />PC <br />WALLPAPER <br />H.B. <br />8'. <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H2 <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H3 <br />(2) - 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H6 <br />(2) -1 3/4" X 11 1/4 LVL <br />2.0E Fb=2950 <br />H6 <br />(2) -1 3/4" X 91/4" <br />LVL 2.0E Fb=2950 <br />e> <br />(2) -1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 <br />(2) -1 3/4" X 71/4" <br />LVL 2.0E Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for <br />R.A.G. FLITCH PLATE Bearing Wall Cali Out When <br />Straps are Required <br />* VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED <br />** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS <br />S3 <br />0 <br />r <br />EDGE OF SLAB 2" <br />00 <br />GC <br />1.0 <br />BEYOND WALL <br />10'-2" <br />10'4" <br />c <br />Y <br />L L <br />(2)2668 BARN I (2)2668 BARN <br />DOORS DOORS <br />REF. 13EXLEY <br />LOGO <br />(ABOVE TV) WELCOME 1 SOLAR GRAPHIC <br />I I1 I PLACEMENT <br />I t 1 1 <br />I / ► l CENTER <br />I / ail 8'-0" CL TAMPA GRAPHIC <br />1 vI CARPE , I PLACEMENT <br />Ni <br />I o H NOTE: FINISHED <br />T <br />U Q !�,i d WALLS TO BE <br />I <br />— FLUSH. VERIFY IN <br />(4) 2x4 #2 SYP I FIELD. <br />K STUDS W/USP CC <br />S3 HTT4 @ BASE <br />S3 <br />"' <br />HDR AT 74 <br />- <br />_ <br />H4. � � <br />Fo)q <br />- -i -- 3068 I <br />EC 1 %9-4 L i A I <br />O <br />ENTRY <br />c <br />T-21" _-i—� 3 _ <br />2 5'-I a5� <br />8'-0" CLG. <br />l <br />I i 1 <br />I I I <br />R&S 2668 <br />sf <br />5068 B.F. <br />OPT.1 <br />fi REF, i <br />=- -r BEDROOM 2 <br />8'-0" CLG. <br />T CARPET <br />1 <br />I iic <br />PikNT Y o. <br />W <br />FLAT <br />T L �� <br />T <br />S-S <br />1V' EEP <br />25-SH <br />EGRESS <br />0 <br />�����III�I�IINIC]I�IIi11�dIIC71111111111 <br />4068 B.F. <br />co <br />! <br />Go <br />N con W 2p g <br />I <br />BEDROOM 3 <br />Lh� ' I - ° <br />BEDROOM 4 <br />8'-0" CLG. <br />CARPET <br />� 1! 1 fl <br />Of <br />0 <br />i 8'-0" CLG. <br />CARPET <br />zc <br />C?W <br />M0 AO <br />w <br />a <br />T <br />r <br />10'-4i" <br />1 _ t1LE <br />t o <br />2'-4'! <br />1 V_0" <br />LL <br />i j <br />2" <br />I <br />°P <br />TYP @ 1 <br />STORY <br />( FIBERGLASS <br />SURROUND o <br />I <br />S3 <br />( <br />15'-10" <br />25-SH <br />EGRESS <br />0 <br />TRUSS --' <br />2 x 4 #2 SYP P.T. CONT <br />W/ 1/4" DIA TAPCONS <br />AT 16" O.C. W/ 1 1/2" <br />EMBEDMENT <br />CENTERED ON <br />UNDERSIDE OF LINTEL <br />2x4#2SPF@16"f`^ <br />W/ (3)16d TOEN/ <br />TOP & BOTI <br />2 x 4 BLOCKING <br />MID - <br />SEE F <br />Pl. <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />18JX25j <br />S.H. <br />13 <br />20X38j <br />18JX37j <br />S.H. <br />14 <br />2O X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />18JX62i <br />S.H. <br />16 <br />20X72 <br />18�X71� <br />S.H. <br />J 32 <br />271/4 X 26 <br />26 X 25 J <br />S.H. <br />J 33 <br />271/4 X 381 <br />N/A <br />S.H. <br />J 34 <br />27 J x 50 I <br />N/A <br />S.H. <br />133 <br />N/A <br />26 x 37 i <br />S.H. <br />434 <br />N/A <br />26 x 50 <br />S.H. <br />j 35 <br />27 J X 63 <br />26 X 621/2 <br />S.H. <br />136 <br />271 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 J X 251/2 <br />S.H. <br />23 <br />37 J X 3811 <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 1 <br />36 J X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 J X 621/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 J X 71 1/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />73 j WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 i <br />S.H. <br />33 <br />54 X 38 1 <br />52 j X 37 j <br />S.H. <br />34 <br />54 X 50 J <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 j X 62 j <br />S.H. <br />36 <br />54 X 72 <br />52 j X 71 j <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 />- [SEE PLAN <br />SEE <br />SEE LINTEL PLAN <br />SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />TB13 <br />NOTE: DOOR'S TO BE <br />INSTALLED WITHIN <br />FRAMING <br />UNDERNEATH <br />BLOCKING - NO <br />HEADER REQUIRED. <br />2 x 4 #2 SYP P.T. CONT <br />W/ 1/4" TAPCONS AT <br />16" O.C. W/ 1 1/2" MIN. <br />EMBEDMENT <br />CLOSURE WALL GC <br />SCALE: 3/4" = V-0" <br />General notes <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 1 3/8" 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 />If Duct Penetration. Ducts in the garage and ducts penetrating <br />the wails 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 />R302.11, 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 1/2" 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 dear 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 Iocated.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 />M1507.2 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. SN1 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 />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />® +27.6 / -29.9 �B +27.6 / -36.9 <br />© +26.4 / -28.7 CD +26.4 / -34.3 <br />+24.8 / -27.1 rJ +24.8 / -31.1 <br />GC� SEE SN SHT. �H SEE SN SHT. <br />145 MPH <br />NOTE: WIND SPEED INDICATED ABOVE <br />IS AN "ULTIMATE" WIND SPEED. THE <br />WIND PRESSURES LISTED ABOVE ARE <br />ALLOWABLE PRESSURES <br />WALL LEGEND <br />MASONRY HGT. @ 9'4" A.F.F. <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />SYSTEM <br />AREA TABULATION "A1" <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 20 <br />TOTAL AREA 2372 <br />INSULATION REQ. I <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 SAVE) <br />GARAGE SEPARATION <br />RA 1/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />M <br />— o <br />z <br />CL <br />z <br />V) <br />W vs <br />4--J IU <br />U — <br />O u, <br />m <br />I— <br />o <br />o <br />°✓ <br />N M <br />LLJ <br />EE <br />— 8 <br />0) M <br />E! � M <br />080 <br />(Li <br />C.} <br />= LL co <br />«0 <br />U)Qo <br />� o <br />�C rn <br />Lr) 0 <br />rnQ o <br />N` -D-C <br />Za1`` <br />M <br />J -Q. <br />r <br />U_% <br />uj.. <br />o <br />sto _! 0 <br />ire <br />LLZ� •L. <br />ry-¢�;9.*..... <br />W <br />.J� <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 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />3 <br />O <br />:) <br />z c <br />O l� <br />I>-+U.)MC:)O <br />t^rf <br />Q U') <br />a. U) �t <br />a --� <br />101� U 00 <br />Q 00 <br />� <br />z fo <br />WJ �C) <br />d- <br />oZ <br />�o <br />z - <br /><a <br />r- <br />¢r� <br />�zao <br />o� <br />U <br />owZ <br />J <br />22: <br />ape <br />� <br />Q <br />� <br />8�� N <br />W <br />FW o <br />'a <br />oZ <br />Zo <br />cr_ <br />O <br />¢ U <br />5� <br />oILL <br />0 <br />F— <br />a <br />0 <br />u <br />fQ <br />= <br />M <br />J 4 <br />�Uj <br />o0 <br />OO <br />CL <br />m Q <br />a <br />a <br />Q <br />z <br />® <br />d- <br />X� <br />oLn <br />z <br />W <br />M <br />In <br />LL! <br />a� <br />a2= <br />—1 <br />LLJ <br />o a o <br />M <br />Q <br />z <br />z <br />a~8 <br />a <br />zt <br />2Z <br />,0 <br />Q <br />0 <br />= <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FGUZMAN <br />VERSION NO. 10 <br />0 <br />SHEET NO. <br />1.0 <br />