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EGRESS <br />EGRESS <br />O <br />A <br />S3 O <br />29'41 L 15'-10" <br />i1H:1i <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 />117 <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 4 X 25 4 <br />S.H. <br />13 <br />20 X 38 j <br />18 j X 37 j <br />S.H. <br />14 <br />20 X 501 <br />18 } X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 X 62 } <br />S.H. <br />16 <br />20 X 72 <br />18 X 71 <br />S.H. <br />432 <br />27 1/4 X 26 <br />26 X 25 4 <br />S.H. <br />433 <br />27 1/4 X 38 <br />N/A <br />S.H. <br />434 <br />27 4 X 50 1 <br />N/A <br />S.H. <br />J 33 <br />N/A <br />26 x 37 <br />S.H. <br />} 34 <br />N/A <br />26 x 50 <br />S.H. <br />} 35 <br />27 j X 63 <br />26 X 62 1/2 <br />S.H. <br />436 <br />27 j X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37JX26 <br />36JX251/2 <br />S.H. <br />23 <br />37 J X 38 i <br />36 } X 37 3/4 <br />S.H. <br />24 <br />37 j X 501 <br />36 } 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 />36jX711/2 <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 <br />S.H. <br />33 <br />54 X 38 j <br />52 X 37 <br />S.H. <br />34 <br />54 X 501 <br />52 } X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 } <br />S.H. <br />36 <br />54 X 72 <br />52 j 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 />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 />+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 />�G <br />SEE SN SHEET �H 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 />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" <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 <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 EAVE) <br />GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />C9 <br />z <br />Q <br />a <br />C11nn (.D <br />w <br />DU — <br />w <br />_C tJ') <br />�~ <br />U <br />m <br />a� <br />w <br />_ <br />aimC, <br />0) t$ 0) <br />�0, <br />� <br />< <br />-0:, <br />BD <br />N­"U•t' <br />rr <br />W <br />Calif <br />IULIA i <br />' C <br />d <br />To the best of the Engi }g��1pwled a on, and <br />belief, the structural plans Sill�Ijdi{Ik�}� ontalned <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 />1f <br />O <br />Z <br />0 <br />to <br />>-+ M O <br />M <br />Q (/) M Ln <br />t2 cn•��t <br />U_ <br />CL <br />V T--1 <br />a� <br />Q <br />Zt13 <br />WC:) <br />J Otr7 <br />�Ir <br />15 <br />a <br />c`igp�pa <br />ZOU <br />~ Z <br />z <br />z� <br />Z <br />o� <br />O <br />z <br />IM <br />� <br />0 <br />= <br />Cn <br />a <br />W <br />araaAa'a� <br />T <br />O <br />QQ <br />z <br />C14 <br />N3 <br />< <br />Z <br />V- <br />� <br />�Wa <br />Q o <br />J <br />Ln <br />•'•I <br />LLJ <br />Z <br />aj <br />Z <br />Z a <br />N <br />Z <br />tu <br />O <br />n <br />� <br />0- <br />V) <br />AE <br />SCALE : AS NOTED <br />DATE : 3/15/2018 <br />TECH: MJAMES <br />VERSION NO. 4n0 <br />SHEET NO. <br />1.0 <br />