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q <br />55'-10" <br />A <br />S3 <br />H.B. <br />8'-6" <br />I 5-SH -_-- R&S - - - - BUILDER TO r1___________ <br />°36 'Rill6"DP: iv PROVIDE I I <br />IN W.H. APPLIANCE I I I K TYP @ <br />CD O PROTECTION I I I S4 GARAGE <br />2'-6" WHEN REQUIRED I I I OPENING <br />' OWNER'S SUITE _W.I.C. PER FBC <br />CD <br />8'-0" CLG. - 8'-0" CLG. I I I <br />CARPET TIE CARPET r 2 CAR GARAGE cr I 11 <br />A WW 17'-8" I r - - - 7'-8" 8'-0" CLG. 20' �3 I I I78,J <br />"w -- _ -- z l 2668 I 1 I <br />HANSON I o I I <br />I LEBER <br />BOX @ 36" EDGE OF SLAB 2" I I 0A.F.F. BEYOND WALLcc <br />K60"x36" DRYER VENT I SHOWER _-- THRU ROO G &S xN S3 (3) 2x4 #2 SPF w/ SS 11iff DTT2Z @ BASE D 1/ 1 I I co I I <br />Tci;TYP @ 1 STORY <br />4'-0" PT. W OPT. D <br />S3 j II NOTE: FINISHED I I <br />N Ili ¢ YA WALLS TO BE I I <br />�d'� AHU FLUSH. VERIFY IN <br />HI io - G. I I FIELD. I I <br />TILE ----- ----- <br />I D � <br />S3 (3) 2x4 #2 SPF w/ S3 <br />28 8 DTT2Z @ BASE S3 <br />' FAMILY R M R.A.G. <br />O M 2:12 VAULTED CLG. i <br />9'-4" CLG. <br />co I CARPET 3068 ' <br />1_0 CD9'-4' CL A I ENTRY <br />i 2T-8" LO T-10" 7'-8" 10'-10$" in 6„ 73. <br />4 8'-0" CLG. <br />I I � I <br />I I <br />I HDR AT 7'-4" <br />-------- aim T r <br />R&S _ �'°' R&S <br />i�--------------- r` 2668 co 2668 r 7------------ <br />4'-0" 11'-7a 6'-10" N 4'_7„ 8'-8" N 5'-4" '"' 14'-6" 5'-4" M I N 7'_6" <br />I I I <br />( 5068 B.F. 4068 B.F. <br />j OPT. <br />I ------------ ---- _ REF.rt- BEDROOM 2 M to U)o W, �o <br />PATIO CAFE - N �"° <br />_____________� _ <br />VAULT. CLG. �� I CARPET BEDROOM 3 r J' BEDROOM 4 =� <br />U) CARPET J D.W 0� I I 8'-0" CLG. LOX <br />N 8 -0 CLG. , )w <br />Oi T Q J 3L - 24 - J g '' I b°° CARPET I - ~ CARPET MO O <br />C i I N> U SI Kw/ ISP Y I r I ILE 2" w <br />'� / 21'-2" 2 2 I " 10 10'-42' 2' 4' I 5'-3 " <br />105 <br />TIE j1d m I <br />■ i I o0MW to <br />_ I TYP @ 1 <br />NTY a-TSTORY <br />36 36 T L. Loz I FIBERGLASS I A <br />AC PAD i _ _ _� T I SURROUND q S3 <br />5-SH 1 <br />i� -- - . O : T 16" DEEP <br />Nil <br />H B EGRESS EGRESS <br />O 30 <br />29'-8" <br />OP <br />o <br />zo 6) <br />C9 <br />N <br />LO <br />O <br />0 <br />HEADER SCHEDULE <br />HEADER SIZE <br />REMARKS <br />KAR <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <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 />H4 <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H5 <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.0E Fb=2600 PSI <br />H6 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.0E Fb=2600 PSI <br />H7 <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2600 PSI <br />H8 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2600 PSI <br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for <br />R.A.G. FLITCH PLATE Bearing Wall Call 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 />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 J X 25 4 <br />S.H. <br />13 <br />20X38j <br />18}X37j <br />S.H. <br />14 <br />20 X 50 j <br />18 j X 50 <br />S.H. <br />15 <br />20X63 <br />184X624 <br />S.H. <br />16 <br />20 X 72 <br />18 } X 714 <br />S.H. <br />11-12 <br />271/4X26 <br />26X25j <br />S.H. <br />IIH3 <br />27 1/4 X 38 j <br />26 x 371 <br />S.H. <br />1 H4 <br />27 J X 50 i <br />26 x 50 <br />S.H. <br />11-15 <br />27JX63 <br />26X621/2 <br />S.H. <br />i H6 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 X 25 1/2 <br />S.H. <br />23 <br />37 j X 38 j <br />36 j X 37 314 <br />S.H. <br />24 <br />37 j X 50 j <br />36 4 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 7' X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 } X 71 112 <br />S.H. <br />DOUBLE 2 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 j <br />52 7' X 37 4 <br />S.H. <br />34 <br />54 X 50 j <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />52 4 X 71 <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 />TIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <br />General Notes <br />R302.5 Dwelling/Garage Opening/Penetration Protection. <br />Opening and penetrations through walls or ceilings separating the <br />dwelling from the garage shall be in accordance with sections <br />R302.5.1 through R302.5.3. <br />R302.5.1 Opening Protection. Openings from a private garage <br />directly into a room used for sleeping purposes shall not be <br />permitted. Door between garage and residence shall be equipped <br />with solid doors not less than 1 3/8" in thickness, solid or <br />honeycomb -core steel doors not less than 1 3/8" thick, or <br />20-minute fire -rated doors. <br />R302.5.2 Duct Penetration. Ducts in the garage and ducts <br />penetrating the walls or ceilings separating the dwelling from the <br />garage shall be constructed of a minimum No. 26 gage (0.48 mm) <br />sheet steel, 1 inch minimum rigid nonmetallic class 0 or classi <br />duct board, or other approved material and shall have no openings <br />into the garage. <br />R302.5.3 Other Penetrations. Penetrations through the separation <br />required in Section R302.6 shall be protected as required by <br />section 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 />Is 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 top of the sill of an operable window is <br />located less than 24 inches (610 mm) above the finished floor and <br />greater than 72 inches (1829 mm) above the finished grade or <br />other surface below on the exterior of the building, the operable <br />window shall comply with one of the following: 1. Operable <br />windows with openings that will not allow a 4-inch-diameter (102 <br />mm) sphere to pass through the opening where the opening is in <br />its largest opened position. 2. Operable windows that are provided <br />with window fall prevention devices that comply with ASTM F2090. <br />3. Operable windows that are provided with window opening <br />control devices that comply with Section R312.2.2. <br />Chapter 45 Private Swimming 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 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 />Where gas water heaters are installed. Water heaters shall be <br />installed a min. of 18" above flr. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor igniiion resistant. <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />AA <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />Q <br />+28.3 / -30.8 <br />O <br />+28.3 / -36.4 <br />OE <br />+26.6 / -28.0 <br />O <br />+26.6 / -32.2 <br />OG <br />SEE SIN SHEET HO SEE SN SHEET <br />140 MPH <br />NOTE: WIND SPEED INDICATED ABOVE IS AN <br />"ULTIMATE" WIND SPEED. THE WIND PRESSURES <br />LISTED ABOVE ARE ALLOWABLE PRESSURES <br />SOFFIT DESIGN PRESSURE <br />1 +34.0 / -44.8 <br />WALL LEGEND <br />MASONRY HGT. @ 8'-0" 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" (TRA) <br />1 ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 20 <br />TOTAL AREA 2372 <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONIC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED <br />FLOOR PLAN - ELEV-Al CONDITIONED CEILING RBLOWN-IN <br />(INSTALL <br />BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />SCALE: %4"=1 r-On (GARAGE / LIVING) <br />-�..� • <br />C, �`� cam• <br />< <br />n <br />fry <br />i-1E <br />ra,sPJrt3itt�3"�!`. <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />a <br />CID <br />O E c r <br />8. 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