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<�>(k <br />39'-0" <br />38!-0" <br />19*4" <br />251SH<8> <br />(P <br />R&S <br />EGRESS <br />— — — — <br />FIBERGLAS <br />S U R <br />R 0 U N <br />TYP @ 2 STORY <br />W.I.C. <br />BEDROOM <br />4 <br />8'-0" FLAT CLC <br />1. <br />8'-0" FLAT CLG. <br />BEDROOM <br />3 <br />1 <br />CARPET <br />;P <br />8'-0" FLAT CLG. <br />ca <br />co <br />cri <br />I. <br />ROOF G.T. <br />- <br />04 <br />CARPET <br />W <br />cr <br />Tiv" <br />C-4 <br />6-5k <br />2-4- <br />4'-2t <br />G <br />Go <br />TYP @ 2 STORY <br />00 <br />4068 B.F. <br />C14 <br />T. <br />N <br />(L <br />W Z LL: <br />=111 <br />120 <br />406 8 B.F. <br />LM <br />60"X36" <br />2'-3-CII <br />SHOWER <br />FIBERGLAI <br />1 <br />— — — — — — — <br />R&S <br />— — <br />5 _j 00 <br />— — — CD <br />0 <br />C14 <br />00 <br />2668 <br />N <br />- — — — — — — — — — <br />— — — — — <br />SURFJOUN111111 <br />V <br />I <br />13'-7k <br />4'-0" <br />5'.10- <br />11 Iri 5-4" 624 <br />1. 2668 <br />0 <br />"H <br />co <br />co <br />BEDROOM 2 <br />W <br />cr <br />00 <br />W <br />TH <br />�LAT CLIS <br />0 <br />U) <br />r3 - - - - - <br />ATTIC <br />CARPET <br />8'10' <br />1-41 <br />0 <br />Est <br />Cal <br />Cd <br />TP <br />"FLATI, <br />TI <br />00 LO <br />W <br />00 W <br />co <br />_E <br />4 <br />i7 <br />2-4- <br />V-1 <br />5'-4- <br />7 <br />16-8" <br />U*) <br />4'-* <br />3'-7k <br />14'-8" <br />OWNER'S <br />SUITE <br />R.A.G. 16 <br />I <br />LOFT <br />8'0" FLAT CLG. <br />ow) CARPET <br />14 <br />M 13 <br />---1 <br />1 <br />8'-0" FLAT CLG. <br />U) <br />ROOF G.T. <br />— <br />— — — — <br />- <br />CARPET <br />CIO <br />10 <br />LL <br />01 <br />0 <br />TYP @ 2 STORY <br />�1 2 3 <br />415161718 <br />1 __j <br />TYP @ 2 STORY <br />S6 <br />C'j <br />M <br />39'-0" <br />TYP @ <br />2 <br />/—Q CORNERS <br />U.N.O. <br /><�Xk <br /><8>(k <br />60 <br />w/ (5) STUDS I <br />I!] <br />2 <br />H2 <br />tD <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br /><e>(2) <br />- 2X6 #2 SYP W/ 1/2' <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2' <br />FLITCH PLATE <br />(2) - 2X1 0 #2 SYP W/ 1/2' <br />FLITCH PLATE <br />(2) - 2X1 2 #2 SYP W1 1/2' <br />FLITCH PLATE <br /><e>(2) <br />- 134' X 11 1/4 LVL <br />2.OE Fb=2950 <br /><e(2) <br />> <br />- 13/4' X 9 1/4- <br />LVL 2.OE Fb=2950 <br /><q>(2) <br />- 1314" X 16' <br />LVL 2.OE Fb--2950 <br />(2) - 13/4- X 7 1/4' <br />LVI_ 2.OE Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2' Follow II 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 />BEARI G WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF #2 <br />81-011 <br />W <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />91-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />>911-011 <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 15132" 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 />20 X 26 <br />18JX25j <br />S.H. <br />13 <br />20 X 381 <br />18JX37j <br />S.H. <br />14 <br />2 <br />S.H. <br />15 <br />20 X 63 <br />18JX62j <br />S.H. <br />16 <br />20 X 72 <br />18 j X 71 j <br />S.H. <br />J32 <br />27 1/4 X 26 <br />26 X 25 j <br />S.H. <br />J33 <br />27 1/4 X 38 <br />N/A <br />S.H. <br />J34 <br />27 1 X 50 1 <br />N/A <br />S.H. <br />j 33 <br />N/A <br />26x37i <br />S.H. <br />j 34 <br />N/A <br />26 x 50 <br />S.H. <br />135 <br />27JX63 <br />26 X 62 112 <br />S.H. <br />J36 <br />27JX72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />371X26 <br />36IX251/2 <br />S.H. <br />23 <br />37JX38j <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37JX501 <br />36IX50 <br />S.H. <br />25 <br />37 1 X 63 <br />36 j X 62 1/2 <br />S.H. <br />26 <br />371X72 <br />36 j X 71 1/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75"TALL <br />73JWIDE <br />S.H. <br />32 <br />54 X 26 <br />52JX25j <br />S.H. <br />33 <br />54 X 38 1 <br />52JX37j <br />S.H. <br />34 <br />54XSOJ <br />52 j X 50 <br />S.H. <br />35 <br />54 X 63 <br />52JX62j <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/Penetradon Protection. <br />• Openings from a private garage directly into a room used for <br />sleeping purposes shall not be permitted. Door between <br />garage a residence shall be equipped with solid doors not <br />less than 13/8" in thickness, solid or honeycomb -core steel <br />doors not less then 13/8" thick, or 20-minute fire -rated doors, <br />equipped with self-closina 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 />R302.1 1, 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 518" <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 located.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 />M1 507.2 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 />+25.6 / -27.8 <br />� <br />1 +25.6 / -34.3 <br />C <br />+24.5/-26.7 <br />+24.5/-31.9 <br />,(J)i <br />+23.0/-25.2 <br />+23.0/-28.9 <br />G <br />SEE SN SHEET H SEE SN SHEET <br />MPH <br />NOTE: WIND SPEED INDICATED ABOVE <br />IS AN"ULTIMATE"WIND SPEED. THE <br />WIND PRESSURES LISTED ABOVE ARE <br />ALLOWABLE PRESSURES <br />WALLLEGEND <br />I11111plipill I III <br />TIMMI ffil!"IMITIM <br />TYP. 2x FRAME WALL <br />LL���� BEARING WALL <br />INTERIOR BEARING WALLS NOTED"FLOOR BEARING <br />ONLr ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />SYSTEM <br />AREA TABULATION "All <br />I ST 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 />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-1 1 /R-1 3 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 />JR-11/R-13 KRAFTFACED <br />(GARAGE / LIVIN <br />U) <br />0 <br />z �; <br />—8 <br />z <br />z <br />z <br />III (D <br />a) C—f) <br />4--d uj <br />U <br />0 LU <br />0 <br />Co <br />E <br />C1 <br />C'i <br />'a" M 02, <br />120 :0, R <br />0.2, <br />Z LL CO <br />=11 - 00 <br />0 W <br />CL <br />< 0 <br />CY) <br />0 <br />CL <br />C; <br />A <br />R Do <br />N C-B-D-C <br />' f <br />P, C'. ci <br />1A 1 '01 bi z <br />1W 4qF r a <br />tt <br />L <br />L <br />T. <br />j� <br />9 IL C) <br />cw.,. <br />0 <br />C, <br />CIO 0) <br />LL 'N <br />ov C1J <br />C4 CC <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 Sth 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 />C:) <br />Z <br />0 <br />1­4 4-J C) <br />11 15 %D Q <br />> <br />C) <br />U) M Ln <br />:2 <br />L_ <br />0 <br />— U1 <br />LL <br />CL 00 <br />z <br />E <br />z <br />z 170 <br />W Lu <br />tD <br />F: <br />Z, <br />02: <br />CL <br />Z <br />1= <br />Z <br />�>, 8 <br />Lr) <br />0 <br />0 <br />z <br />0 <br />i <br />M <br />Lr) <br />LL <br />0 <br />> <br />C%J <br />z <br />U <br />Lu <br />OZ <br />ow <br />g <br />In . 3: <br />r- 2: 88 <br />Z <br />Z <br />0. 9 .0c <br />C-,Y <br />Ln <br />-I <br />. Lli <br />X <br />< <br />X <br />< <br />z <br />-Z <br />z <br />z <br />z <br />&Y 65 <br />z <br />0 <br />M <br />0 <br />M <br />z <br />W <br />rn <br />V) <br />SCALE AS NOTED <br />DATE: 2/24/2014 <br />TECH: ERAND <br />VERSION NO 10 <br />SHEET NO. <br />