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B 00 <br />8'-0" CLG. r <br />I <br />2_6 BUILDER TO <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />CARPET <br />CARPET <br />PROVIDE <br />I <br />I <br />I <br />TYP @ <br />O APPLIANCE <br />I <br />I <br />I <br />K GARAGE <br />0 <br />INE <br />5-SH <br />�(:W.H. PROTECTION <br />N WHEN REQUIRED <br />FBC <br />I <br />� - <br />I <br />I <br />S4 OPENING <br />0 <br />---- ---- <br />I <br />6" DP:r <br />R&S <br />PER <br />T <br />T <br />I <br />I <br />H.B. <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 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 />20X26 <br />184X254 <br />S.H. <br />13 <br />20X38J <br />184X37i <br />S.H. <br />14 <br />20 X 501 <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 624 <br />S.H. <br />16 <br />20 X 72 <br />18 4 X 71 j <br />S.H. <br />11-12 <br />271/4X26 <br />26X25 <br />S.H. <br />11-13 <br />271/4X38 <br />26x37 <br />S.H. <br />11-14 <br />274X50j <br />26x50 <br />S.H. <br />11-15 <br />274X63 <br />26X621/2 <br />S.H. <br />11`16 <br />271X72 <br />26X711/2 <br />S.H. <br />22 <br />37 j X 26 <br />36 j X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 501 <br />36 4 X 50 <br />S.H. <br />25 <br />37JX63 <br />36jX621/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 1 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 4 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 X 25 # <br />S.H. <br />33 <br />54 X 38 g1 <br />52 X 37 <br />S.H. <br />34 <br />54 X 50 <br />52 } X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 624 <br />S.H. <br />36 <br />54 X 72 <br />52 4 X 714 <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 />FLOOR PLAN - ELEV-Bl <br />SCALE: %4'=1'-0" <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. Ed. 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 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 />0 <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 />GG <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 />1 +34.0 / -44.8 <br />WALL LEGEND <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 "131" (TRB) <br />1ST FLOOR LIVING AREA <br />LIVING TOTAL <br />GARAGE <br />FRONT ENTRY <br />TOTALAREA <br />INSULATION REQ. <br />1936 <br />1936 <br />416 <br />24 <br />2376 <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONIC 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 EAVE) <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />Q <br />a <br />(L1 <br />r <br />_ dd <br />p <br />.... y. <br />E •.o <br />zz ­j�� <br />`�� <br />L <br />O,<: <br />�o <br />OFESs�°r� <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 />M <br />Q0 <br />E 00 <br />0 N �k <br />v <br />0 d) cp <br />MN� 0 00 <br />0 <br />y <br />: " o �s*w <br />�_�� LL _j a <br />a <br />N M W u <br />ai aUT L <br />'u <br />o <br />Z <br />o W m o <br />mg¢ <br />W <br />W <br />M01- <br />E rn p a <br />7- <br />Lo <br />N Q f n Z U 0IL <br />J <br />0 <br />Z' <br />6 < <br />0 ❑❑❑ <br />W <br />M � <br />N O <br />V S O <br />zi <br />0 <br />� <br />Q <br />J M <br />A <br />U) <br />y <br />Z C <br />o <br />C!) <br />U <br />V7 <br />w - <br />o <br />L <br />O <br />N <br />w <br />c <br />�.. <br />U 0° <br />r- m E <br />O <br />z3v <br />= c, <br />Q N o <br />� � <br />em <br />jiiiiIli�llli� <br />o <br />co <br />Jz <br />w <br />M <br />zo <br />E <br />>S <br />a <br />0 <br />off® <br />j� <br />❑v <br />t <br />_ CIL <br />K o <br />u o <br />❑ <br />O E <br />N <br />m <br />ao <br />wo <br />❑ <br />¢ <br />azz <br />r� <br />L <br />(0 <br />U) C: <br />-a�i <br />O <br />"m'<W <br />m O <br />o' <br />Z <br />-' <br /><� <br />z <br />3 <br />< <br />o¢ <br />go <br />U <br />ttg <br />a <br />O <br />O <br />w F <br />r <br />� O <br />a F <br />CO <br />� <br />z¢ <br />❑ _ <br />U3 <br />�N <br />:s <br />= <br />` <br />J <br />N <br />W <br />CID <br />.! <br />LO <br />U') <br />N <br />r <br />C Q <br />C:) <br />0 <br />Q Ca <br />cc <br />C <br />O <br />O <br />r <br />Lo <br />OT <br />11- <br />ai <br />E <br />:1 <br />E r <br />CV) r <br />iri N <br />a <br />Z <br />m <br />Z <br />E O <br />E <br />1- <br />N <br />� <br />a <br />U <br />Q 0 <br />JOB <br />NO: <br />20-1783 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />-11 1 1, id. 11A, jlRlJ . ti LI w I'll .1 Li 1,1 1 1 <br />u�"M <br />