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II <br />- <br />- . <br />■I�����I���1111111111�1C]IIIIIIIIIIIIC711111111111 <br />�-' <br />11■■■■}I■■t`�E <br />1HD <br />1 1"= <br />1 <br />■1■■�■�7�■■� <br />_ <br />11 FAMILY■!■■�■iiiil■■■ <br />!!■mil■��I��il■ <br />_ <br />- <br />© :1 <br />��■1��*1'� <br />=S■! <br />11■■���E��■� <br />INM <br />NNMIMN:.:MMNMNNN' <br />L]IIII111111 <br />r�II[7 <br />_.�■ <br />t-� <br />� <br />(0 <br />1 <br />��l.�I'It111\II <br />,� ■■ ■ • - • ���II <br />NOTE: <br />WALLS TO BESH. VERIFY IN <br />- <br />- <br />- . <br />�i�■ <br />:• X n3 J6" <br />KIM 0 ZDRAYi'E�1'R%VENT <br />THRU ROOF <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />1 1': <br />0 <br />• <br />.■����I■�� <br />- <br />• '. <br />`F <br />,.2 <br />CAR GARAGE <br />:1 <br />i J <br />1 111 "'�����■ <br />■■■■■■■ CARPET <br />MEN- <br />■ 1Z-6" <br />CARPET <br />r. <br />BUILDER TO <br />PROVIDE <br />APPLIANCE <br />PROTECTION <br />REQUIRED <br />I <br />Q •GARAGE <br />- <br />-WHEN <br />- <br />IIC]I <br />IIIIIIIC]�aI1I11111111111111C]IIIIIIIIIIIIIIIIC]IIIi1111111111111C]IIIIIIIIIIIIIIIIC]IIIIIIIi111111111❑111l111111111111❑111111��1�11111::111111l111111111111L! <br />T-10" <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <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 />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 91/4" <br />LVL 2.0E Fb=2600 PSI <br /><e> <br />LVL 2.0E Fb=2600 PSI <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 />20X26 <br />18jX25} <br />S.H. <br />13 <br />20X38j <br />18}X371 <br />S.H. <br />14 <br />20 X 50 1 <br />18 J X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 j X 62 j <br />S.H. <br />16 <br />20 X 72 <br />18 X 71 } <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />1H3 <br />271/4X38} <br />26x37 <br />S.H. <br />1 H4 <br />27 j X 50 j <br />26 x 50 <br />S.H. <br />1H5 <br />27JX63 <br />26X621/2 <br />S.H. <br />11­16 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 j X 26 <br />36 4 X 251 /2 <br />S.H. <br />23 <br />37 � X 38 � <br />36 } 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 62 1/2 <br />S.H. <br />26 <br />37JX72 <br />364X711/2 <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 4 X 25 } <br />S.H. <br />33 <br />54 X 38 j <br />52 1 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 />521 X 621 <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 />FLOOR PLAN - ELEV-Bl <br />SCALE: Y4'=1'-0" <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 classl <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 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 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 ignition resistant. <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />AO <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -36.4 <br />OE <br />+26.6 / -28.0 <br />OF <br />+26.6 / -32.2 <br />GO <br />SEE SN SHEET OH 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 />+34.0 / -44.8 <br />WALL LEGEND <br />i1111111111111111 .: 1 . <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 "B1" (TRB) <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 24 <br />TOTAL AREA 2376 <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 SAVE) <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />d <br />V'r <br />� ' <br />w <br />IIIISINO <br />I�'���>� <br />To the best of the Engineers knowledge, information and belief, <br />tire structural plans and specilications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Resldential 8th Edition. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />q <br />o �8 <br />Fj ELL-25 LL LL wa <br />aw <br />N H M Z W' y <br />> r u_ a a o <br />13 <br />E rn d o <br />Z <br />ILILW <br />� N M0)NaZ �g3 <br />z <br />° ❑❑❑❑ <br />W <br />� <br />M <br />Z <br />z <br />g <br />a <br />a <br />N^' <br />W,v <br />z <br />U <br />W <br />o a <br />0Ln <br />W <br />_U <br />Q <br />M <br />M <br />w <br />z <br />U. <br />io <br />$� <br />g <br />_• <br />aE <br />_ <br />o�&z <br />Z <br />�� <br />$oaw: <br />�w <br />89 <br />W <br />g� <br />oLL <br />U <br />NW <br />IIiIJ <br />� <br />w = <br />" <br />0 <br />^L, <br />W <br />c <br />.> <br />_`° <br />CY) <br />N <br />Q <br />CL <br />C <br />m <br />a <br />O <br />CO <br />T <br />.� <br />Z CVD <br />T <br />1 <br />T Cq <br />o <br />E41 <br />N <br />M N <br />0 <br />z <br />E O <br />E <br />T <br />a; <br />C <br />FLU <br />0 <br />� <br />$ p <br />JOB <br />NO: <br />20-0560 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />