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A <br />s <br />00 <br />0 <br />N <br />I <br />i <br />a <br />LO <br />LO <br />N <br />L <br />it <br />c <br />a> <br />v <br />S <br />LO <br />0 <br />Z. <br />N <br />00 <br />E <br />E <br />0 <br />�ILz <br />00 <br />0 <br />0 <br />3 <br />I W.I.C. <br />18 -0 FLAT CL . <br />fn I I rn <br />Ca <br />cc M <br />—T 7'-102r <br />I <br />I iv <br />I <br />TYP @ 2 ST RY <br />I J <br />S6 N <br />SHOWER <br />FIBERGLA <br />SURROOUN <br />0 <br />T-82' <br />19'-4" <br />EGRESS <br />J O Cc,�, <br />FIBERGL <br />SURROU <br />TYP @ 2 STORY <br />1 <br />D2 CTYPORN@ERS <br />U.N.O. <br />BEDROOM 4 +P <br />8'-0"FLAT CLG. BEDROOM 3 <br />CARPET — 6 <br />8'-0" FLAT CLG. � = H2 D2 <br />D0 0 w cn <br />ROOF G.T. _ T;= • • _ � _ CARPET _ T- LO <br />N <br />r 13'4"— — —5, 2 1 V-8" <br />n <br />6-52' 2'-4"4. 22 <br />0 i <br />00 <br />co <br />N <br />4068 B.F. <br />� o <br />w w L- <br />ih 0 wp z m 2-3 ; <br />6- —1 00 <br />R&S N 00 2668 <br />BOOM <br />16'-8" <br />OWNER'S <br />SUITE <br />8'-0" FLAT CLG. <br />O — C? CARPET — — <br />io <br />TYP @ 22 STORY <br />J <br />4 <br />SIN <br />tp <br />T-7"' v <br />E3 <br />0) <br />_j <br />J <br />S <br />3' <br />~I <br />T <br />u_ <br />01 <br />0 <br />TYP @ 2 STORY <br />46) <br />41 <br />0 <br />v <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />F(2) <br />- 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 />} 15 <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.0E Fb=2600 PSI <br />H6 <br />(2) - 1 3/4" X 91 /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 />140C <br />EXTERIOR 2ND FLOOR <br />BEARING WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF #2 <br />8'-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />9'-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />>9'-0" <br />2x6 <br />SYP #2 <br />16" O.C. <br />* IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT <br />CORNERS <br />* WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT ** <br />SEE C/S6 WALL SCHEDULE <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />18JX25j <br />S.H. <br />13 <br />20 X 38 j <br />18 J X 371 <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />184X62J <br />S.H. <br />16 <br />20X72 <br />184X71� <br />S.H. <br />432 <br />27 1/4 X 26 <br />26 X 25 j <br />S.H. <br />J 33 <br />27 1/4 X 38 j <br />N/A <br />S.H. <br />434 <br />27 } X 50 j <br />N/A <br />S.H. <br />433 <br />N/A <br />26 x 37 1 <br />S.H. <br />434 <br />N/A <br />26 x 50 <br />S.H. <br />435 <br />27 4 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 />37 J X 26 <br />36 J 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 />37jX50 <br />36X50 <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 <br />WIDE <br />75" TALL <br />73 � WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 4 <br />S.H. <br />33 <br />54 X 38 j <br />52 } X 37 i <br />S.H. <br />34 <br />54 X 50 j <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />52 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 />�A <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />+28.3 / -30.8 <br />�D <br />+28.3 / -36.4 <br />O <br />+26.6 / -28.0 <br />+26.6 / -32.2 <br />OG <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 />1 +34.0 / -44.8 <br />WALL LEGEND <br />MASONRY HGT. @ 8'-8" 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 "A1" <br />1ST FLOOR LIVING AREA 1093 <br />2ND FLOOR LIVING AREA 1491 <br />LIVING TOTAL 2584 <br />GARAGE 427 <br />FRONT ENTRY 35 <br />TOTAL AREA 3046 <br />0 <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 />� o <br />o <br /><i13 <br />c� <br />w <br />t= <br />W co <br />Vi <br />o 0 <br />m r. <br />CJ <br />i.d.l <br />F—E <br />O <br />N M <br />C W Cl) <br />t6 'O M <br />O CO N <br />r <br />= LL op <br />00 <br />U)a <br />Y <br />Oq� <br />Q rn <br />m ¢ o <br />Al <br />BID. <br />1 <br />NC6 D•C <br />Fts <br />/ <br />F J' <br />S i_li" <br />�r 11111111 z <br />s o <br />zpa� <br />tm <br />J- <br />` 5 <br />LL <br />{� <br />A <br />°d , <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 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 />O <br />Z t11 <br />0 <br />ate) <br />I>iU.)MO <br />M <br />Q - <br />a to •L d- <br />Q <br />3- CL00 <br />Z <br />W <br />J0 <br />d- <br />JR <br />WE <br />za <br />�a <br />w ¢ it w <br />UZO0 <br />ZulwX <br />= 0 W Z <br />d J <br />aw�'� <br />� � <br />J <br />ouJ <br />�@ <br />N <br />ZZ <br />Z <br />Ln <br />0 <br />z <br />O <br />N <br />LL <br />� <br />o <br />0 <br />OU <br />= <br />N <br />L� <br />O u _ <br />�0,oZ <br />i- <br />J <br />U 0a' <br />a li <br />(V <br />Zao< <br />Wozaw <br />Ga <br />a <br />8 <br />Z <br />W-O= LL <br />a <br />w <br />W <br />J <br />Lli <br />�g" � <br />Fzo <br />L j <br />v <br />uj <br />N <br />M <br />Q <br />Q <br />Z <br />to h l— <br />¢o <br />z <br />z <br />� � <br />Z <br />m <br />O <br />00 <br />� <br />2 <br />a z <br />� <br />T-4 <br />a <br />1. cn <br />SCALE : AS NOTED <br />DATE: 3/30/2018 <br />TECH: MJAM ES <br />VERSION N0. 5ol <br />SHEET NO. <br />1.1 <br />