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MM <br />CARPET <br />Mw <br />I SI <br />K w/ ISP <br />20,- $„ <br />--� <br />,- <br />2 - „ 2 I „ 10, <br />10'-42' <br />2'-4" I <br />^ <br />J 5'-3 <br />„ C)rLrn <br />COO <br />i--;- <br />w <br />� <br />11 <br />m <br />I 023 0 P- <br />LI � <br />2" <br />oa <br />—r <br />NT Y o- <br />M�- <br />00 <br />B-� <br />I <br />TYP @ 1P <br />STORY <br />LU <br />0?0FLT CLG, <br />36 <br />36 <br />T <br />FIBERGLASS <br />Mim <br />I <br />SC? <br />-I -TILE <br />O 0 <br />---�- <br />5-SH <br />16" DEEP <br />SURROUND 0 <br />N <br />N <br />H.B EGRESS EGRESS <br />A <br />OS3 O <br />29'-8" <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H2 <br />(2) - 2X8 #2 SYP W/ 112" <br />FLITCH PLATE <br />H3 <br />(2) - 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H4 <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H5 <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.0E Fb=2950 <br />H6 <br />(2)- 1 3/4" X 9 1/4" <br />LVL 2.0E Fb=2950 <br />H7 <br />(2) -1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2950 <br />(2) - 2X4 #2 SYP W/ 112" Follow Q/S4. See Plan for <br />R.A.G. FLITCH PLATE Bearing Wall Call Out When <br />Straps are Required <br />* VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED <br />** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20 X 26 <br />18 J X 25 z <br />S.H. <br />13 <br />20X38$ <br />18JX37j <br />S.H. <br />14 <br />20 X 50 5 <br />18 2 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 3 X 62 1 <br />S.H. <br />16 <br />20X72 <br />182X71j <br />S.H. <br />2 32 <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 />3134 <br />27 a X 50 a <br />N/A <br />S.H. <br />2 33 <br />N/A <br />26 x 37 1 <br />S.H. <br />2134 <br />N/A <br />26 x 50 <br />S.H. <br />g 35 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />z 36 <br />27 1 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 4 X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 a X 38 a <br />36 i X 37 3/4 <br />S.H. <br />24 <br />37 a X 50 58 <br />361 X 50 <br />S.H. <br />25 <br />37 J4 X 63 <br />36 J X 62 112 <br />S.H. <br />26 <br />37 J X 72 <br />36 z X 71 1/2 <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 2 <br />S.H. <br />33 <br />54 X 38 j <br />52 J X 37 j <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 2 X 621 <br />S.H. <br />36 <br />54 X 72 <br />52 j 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 />equipped with self -closing device. <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 shalt 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 />O <br />+25.6 / -27.8 <br />© <br />+25.6 / -34.3 <br />© <br />+24.5 / -26.7 <br />(b) <br />+24.5 / -31.9 <br />�E <br />+23.0 / -25.2 <br />�F <br />+23.0 / -28.9 <br />6W;9"" <br />NOTE: WIND SPEED INDICATED ABOVE <br />IS AN "ULTIMATE" WIND SPEED. THE <br />WIND PRESSURES LISTED ABOVE ARE <br />ALLOWABLE PRESSURES <br />WALL LEGEND <br />[IIIIIIIIIIIIIIIII <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 <br />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />a <br />(D!P <br />Z o <br />- C) <br />Z <br />Q <br />0 <br />Q) cn <br />-I---� w <br />ru <br />.0 — <br />0 w <br />o <br />o0 <br />m� <br />w <br />a) M <br />rnmc') <br />~ <br />v <br />@ "O M <br />O 00 <br />= ai <br />( U m <br />sE00 <br />Q <br />.Y <br />U) <br />LO O <br />< 0 <br />rn o <br />1 <br />N C B D C <br />TZ <br />3;,,� <br />.150 <br />rreep� � i <br />�J � <br />r.i:� .� OCA <br />��I a Q <br />tee: >ll ¢ ` <br />Z� o o <br />.mt, <br />W a <br />C-a <br />�4 <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing. Engineer's signature and seal. <br />O <br />� <br />Z <br />M O <br />z r) <br />a Ln <br />a�'°'� <br />0-fu M <br />oC U Q, '—' <br />Q � <br />E <br />zca <br />J� <br />W <br />Oz <br />�o <br />z 2 <br /><¢ <br />H <br />�J¢000 <br />zo <br />U <br />Z a w <br />Z <br />y�z W <br />¢ � � J <br />r—I <br />J <br />ffi <br />O � w <br />W <br />mz0 <br />ozZz <br />rr <br />Qo <br />Imo- <br />> <br />� <br />® <br />g <br />V)� <br />wV <br />IM <br />ILL. <br />O <br />O <br />I <br />o <br />o <br />U <br />= <br />r <br />^ <br />1• L <br />T <br />J a <br />J <br />U Lu <br />Uj <br />o� <br />� <br />Q{� <br />yx, <br />seO <br />X OU <br />� a <br />cV <br />0 <br />Z<�< <br />� J <br />Z <br />��o <br />$0 <br />z <br />z <br />o <br />LU <br />Lli <br />IJJ <br />a E = <br />o <br />i.Lcc.,l <br />G <br />o W U <br />LL Y Q <br />Q <br />r� <br />1` <br />Z <br />LU i­- <br />Ln <br />Z <br />a< <br />O <br />az <br />d <br />to <br />F� <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAND <br />VERSION N0. <br />10 <br />SHEET NO. <br />1.0 <br />