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CLGICD <br />S3 <br />0 <br />' <br />,n <br />CARPET I <br />III I <br />BUILDER TO PROVIDE — — <br />PAT I O <br />I <br />I „� D.w. , <br />I <br />I <br />I <br />= <br />�Q <br />G.T. <br />APPLIANCE Q <br />I <br />III I <br />N <br />W.H. <br />PROTECTION WHEN CC r----------- <br />S3 <br />I I <br />I <br />O <br />REQUIRED PER FBC I I D l i <br />I S3 1 1 <br />VENTRY <br />` <br />4'-0" <br />2:12SL0� <br />CEILING <br />I o <br />I <br />I <br />IIFO f" <br />I� <br />I <br />O <br />Rd <br />2'-6" <br />N� <br />1 X <br />j <br />I Y <br />Z <br />I <br />l O <br />co <br />a I I I V-0" CLG. <br />E� <br />I <br />I <br />1-4 <br />1 I 1 I I <br />I <br />1 1 9'-6 <br />CL <br />K <br />S3 <br />( I I I <br />N <br />I <br />L -JJ :.... <br />2" 24I x <br />; 20'-04" I I I <br />7-77 <br />I <br />I <br />I I o 1 1 <br />tY' <br />- <br />AN RY <br />,, =w <br />I I I <br />EDGE OF SLAB 2" I Q� I 1 = <br />BEYOND WALL I = I 1 O <br />_ <br />r <br />�w <br />I <br />OPT. <br />`r° <br />w I I <br />i� <br />REF. ..l = <br />- <br />I o I I <br />A <br />N <br />16 DEEP <br />T <br />DHRU <br />2 CAR GARAGE ID <br />ID <br />WALL <br />FAMILY R M <br />8'-0" CLG. I I I I <br />I h <br />HANSQN BOX <br />36" A.F.F. <br />— — — — <br />15,_ x <br />,_ x <br />_8x <br />@ <br />20,-N„ <br />c <br />T <br />i CARPET <br />I N <br />wa <br />N <br />CIDI <br />I I I I <br />I I <br />I I I <br />I I <br />�_ x <br />S3 <br />286 <br />TIE <br />2 <br />8 <br />/rD <br />i <br />I N v <br />----------- 4 <br />I = <br />fV <br />A <br />S3 H.B. <br />TYP @ 1 STORY <br />46-0" <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 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 />184X251 <br />S.H. <br />13 <br />20 X 38 <br />18 X 37 <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />18JX624 <br />S.H. <br />16 <br />20X72 <br />18JX714 <br />S.H. <br />432 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />133 <br />27 1/4 X 38 <br />N/A <br />S.H. <br />j 34 <br />27 a X 50 i <br />N/A <br />S.H. <br />433 <br />N/A <br />26 x 37 <br />S.H. <br />j 34 <br />N/A <br />26 x 50 <br />S.H. <br />435 <br />27 j X 63 <br />26 X 621/2 <br />S.H. <br />} 36 <br />27 1 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 X 37 3/4 <br />S.H. <br />24 <br />37jX50j <br />36IX50 <br />S.H. <br />25 <br />37JX63 <br />361X621/2 <br />S.H. <br />26 <br />37jX72 <br />36IX711/2 <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 } X 25 j <br />S.H. <br />33 <br />54 X 38 j <br />52 4 X 37 i <br />S.H. <br />34 <br />54 X 501 <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 } <br />S.H. <br />36 <br />54 X 72 <br />52 } 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 />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 />• Duct Penetration. Ducts in the garage and ducts penetrating <br />the walls 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 clear 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 />OA <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 />�E <br />+26.6 I -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 />1 +34.0 / -44.8 <br />WALL LEGEND <br />111111111177IMASONRY 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 "Al <br />1ST FLOOR LIVING AREA 1555 <br />LIVING TOTAL 1555 <br />GARAGE 408 <br />FRONT ENTRY 45 <br />TOTAL AREA 2008 <br />INSULATION REQ. <br />T <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />0 <br />z M <br />z <br />z <br />a <br />t) <br />w <br />.O w <br />V c <br />lJi = <br />o <br />N <br />LLI <br />M <br />0 00 <br />LL <br />Al <br />B <br />I <br />N C B D C <br />11\N` <br />Z <br />�11C <br />! <br />W <br />h <br />LL <br />To the best of the Engineer's kn ormation, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />z cV <br />N <br />0 <br />1(V <br />�> CD <br />M <br />Ln <br />IS" in •L <br />05 <br />rn <br />ce U jCL /00 <br />Q w <br />W <br />z fp <br />J C) <br />�- <br />Mj <br />�o <br />za <br />U� 8,0 <br />g W� <br />Z <br />�W <br />Q <br />Off8 <br />_jU <br />W i N <br />.-� <br />O <br />CU <br />Lf) <br />O <br />LL <br />0 <br />V <br />= <br />.— <br />W0� <br />N <br />UI� <br />ce <br />Z <br />LLJW <br />w <br />Ln <br />Lii <br />,-4 <br />1W <br />Z <br />X <br />Z <br />Z <br />O <br />N <br />Z <br />� <br />' <br />m <br />o <br />0 <br />g <br />w <br />N <br />SCALE : AS NOTED <br />DATE : 1 /31 /2018 <br />TECH: ERAN D <br />VERSION N0. 10 <br />SHEET NO. <br />1.0 <br />