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D PT. <br />I <br />003 <br />c.i <br />17'-8" <br />-- ---_ — <br />R&S <br />HANSON <br />BOX @ 36" <br />A.F.F. <br />ZDRYER VENT <br />THRU ROOF <br />2668 7,-8„ <br />SS <br />60"x36" <br />SHOWER <br />I <br />5'-3 <br />" <br />8z <br />3' <br />10" <br />-1 <br />T-0„ <br />rn <br />OU)� <br />MO <br />w <br />1 cv <br />N� <br />T <br />I <br />I <br />OWNER'S SUITE = <br />8'-0" CLG. B 60 <br />CARPET <br />0 <br />W. I. <br />8'-0" CLG. r <br />CARPET <br />---- R&S ---- <br />°` <br />I <br />2 CAR GARAGE <br />8'-0" CLG. <br />2'-6" BUILDER TO <br />PROVIDE <br />O APPLIANCE <br />W.H. PROTECTION <br />N WHEN REQUIRED <br />PER FBC------------ <br />' <br />I I <br />I I <br />I I <br />I I I <br />I ( <br />I I <br />L <br />I <br />I <br />I <br />I <br />I <br />I <br />TYP @ <br />K GARAGE <br />S4 OPENING <br />'-0' j <br />CL <br />UNEI L, <br />5-SH <br />6" DPrT <br />0 <br />A <br />S3 <br />0 <br />0 <br />0 <br />Cn <br />m^ <br />0 <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 />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) - 1 314" 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 />18 X25 <br />S.H. <br />13 <br />20X38j <br />184X371 <br />S.H. <br />14 <br />20 X 50 j <br />18 7' X 50 <br />S.H. <br />15 <br />20X63 <br />184X624 <br />S.H. <br />16 <br />20X72 <br />18jX71j <br />S.H. <br />11-12 <br />271/4X26 <br />26X25 <br />S.H. <br />1 H3 <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 />274X63 <br />26X621/2 <br />S.H. <br />11-16 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 4 X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 i <br />36 4 X 37 314 <br />S.H. <br />24 <br />37 1 X 50 j <br />36 4 X 50 <br />S.H. <br />25 <br />37 j X 63 <br />36' X 62 1/2 <br />S.H. <br />26 <br />37 j X 72 <br />36 4 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 4 X 25 j <br />S.H. <br />33 <br />54 X 38 j <br />52 7' X 371 <br />S.H. <br />34 <br />54 X 50 j <br />52 2 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 j <br />S.H. <br />36 <br />54 X 72 <br />52 4 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 />aTIE 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 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 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 ignition resistant. <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />A� <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />DE <br />+26.6 / -28.0 <br />O <br />+26.6 / -32.2 <br />O <br />SEE SN SHEET O 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 />�11�11�1111�1��1� � - • <br />TYP. 2x FRAME WALL <br />NG 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 />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 20 <br />TOTAL AREA 2372 <br />INSULATION REQ. <br />LOCATION I R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x4 <br />R-11/R-13 KRAFT FACED <br />FLOOR <br />PLAN <br />- <br />ELEV—Al <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 />I GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />SCALE: %4'=1 r-On (GARAGE / LIVING) <br />�,,�o W <br />C) ; O .'' <br />F J% <br />�?O <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 />N <br />W <br />Q <br />v EE,o <br />O v 8 N N 3t <br />0 <br />_j♦� r C07 LL <br />� N J * <br />N <br />a <br />inI- -'a LL LL a <br />,M W <br />a <br />13 <br />J LL LL <br />a m <br />0z�o <br />Z <br />� <br />@�co <br />Q' <br />W <br />z m M <br />og04on <br />LLZ <br />N Z D in <br />m U O1,— <br />zCL <br />N Q <br />0()❑❑❑ <br />W <br />V M � <br />z � M <br />MCC, 0 <br />z o � <br />N <br />M <br />W <br />C.7 0 <br />0- <br />U <br />N <br />� <br />O <br />to <br />V) <br />c <br />� in <br />U <br />gw J <br />— E <br />L $ <br />a i•,.., <br />TIN <br />U <br />I <br />c U) <br />• <br />®0 <br />C4& <br />m <br />o <br />co <br />�W <br />C',S <br />z Z <br />o <br />z <br />z <br />a <br />wo <br />z� <br />E <br />E o <br />wz <br />00 <br />zC, <br />F— f6 <br />CD 170 <br />N <br />x0 <br />o <br />QZ <br />Xz <br />ww <br />I— <br />L <br />¢ <br />r <br />N cx <br />_ C <br />"m <br />Oz <br />z� <br />z <br />N <br />J <br />° <br />¢w <br />z z <br />rn <br />N <br />a <br />a <br />Z o <br />g <br />0- <br />3 <br />o <br />tt 1 <br />C <br />a <br />�� <br />J <br />CD <br />CDQa <br />C)� <br />dz <br />z <br />o <br />-,0a <br />CD <br />� <br />OF <br />CNCIS <br />� <br />> <br />.� <br />O <br />r**- <br />(.0 <br />co <br />r <br />o <br />T <br />J 0 <br />T <br />(� <br />.. <br />ai <br />= T <br />N T <br />y 0 <br />o <br />Z <br />E <br />E <br />ui <br />c <br />a <br />U _j <br />Q p <br />JOB <br />NO: <br />20-6576 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />