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9 <br /><�>(b <br />@_j <br />TYP @ <br />CORNERS D2 <br />U.N.O. <br />10MIA <br />38'-0" <br />S6 <br />Aw" <br />TYP @ 2 STORY <br />TYP @ 2 STORY <br />(D <br />OWNER'S <br />I L <br />LOFT <br />SUITE <br />8'-0" FLAT CLG. <br />8'-0" FLAT CLG. <br />CARPET <br />CARPET <br />16-8" <br />P <br />BEDROOM 2 <br />8'-0" FLAT CLG. Cn <br />U-1 <br />CARPET cc <br />00 <br />13'-721" Lu <br />Pin. <br />Q <br />% 1168 B,F, <br />4068 B.F. <br />12 8'-10" <br />TYP @ 2 ST# <br />F_ <br />0 <br />Z <br />6-521 <br />LL <br />0 <br />7-102-1" <br />0 <br />1T-8" <br />ROOF G.T. uj! <br />0 <br />BEDROOM 3 uj. <br />BEDROOM 4 8'-0" FLAT CLG. <br />8'-0" FLAT CARPET <br />8'-0" FLAT CLG. <br />CARPET <br />TYP @ 2 STORY,; <br />AD <br />E i_ <br />GRESS <br />25 SH�� <br />18'-8" 20'4" <br /><H>3 <br />T_ -I <br />I I <br />L <br />L J <br /><�>G) <br />Sim. <br />w/ (5) STUDS <br />/Lj-i\ <br />XV 4) <br />Eel <br />9 <br />1 <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />- 2X8 #2 SYP W/ 1/2" <br /><e(2) <br />> <br />FLITCH PLATE <br />(2) - 2X1 0 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X1 2 #2 SYP W1 112" <br />FLITCH PLATE <br /><e>(2) <br />-1 3/4" X 11 1/4 LVL <br />I 2.OE Fb=2950 <br />(2)-13/4"X91/4" <br />LVL 2.OE Fb=2950 <br />(2) -13/4" X 16" <br />LVL 2.OE Fb=2950 <br />(2)-13/4"X71/4" <br />LVL 2.OE Fb=2950 <br />(2) - 2X4 #2 SYP W1 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 W1 PLAN CORRECT LENGTH OF HEADER REQUIRED <br />SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AIND <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 />81-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />91-01, <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />>91-011 <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 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 />184X254 <br />S.H. <br />13 <br />20X38j <br />184X37i <br />S.H. <br />14 <br />20X50j <br />184X50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 j <br />S.H. <br />16 <br />20 X 72 <br />18 4 X 7171 <br />S.H. <br />j 32 <br />27 1/4 X 26 <br />26X254 <br />S,H. <br />433 <br />27 1/4 X 38 j <br />N/A <br />S.H. <br />j 34 <br />27JX501 <br />N/A <br />S.H. <br />433 <br />N/A <br />26 x 37 1 <br />S.H. <br />434 <br />NIA <br />26 x 50 <br />S.H. <br />435 <br />274X63 <br />26 X 62 1/2 <br />S.H. <br />J36 <br />27 j X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37JX26 <br />36JX25 1/2 <br />S.H. <br />23 <br />37JX38j <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 j X 50 j <br />36 4 X 50 <br />S.H. <br />25 <br />374X63 <br />36 j X 62 1/2 <br />S.H. <br />26 <br />37JX72 <br />36JX71 1/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />73 4 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52JX25� <br />S.H. <br />33 <br />54 X 38 j <br />52 4 X 37 j <br />S.H. <br />34 <br />54 X 50 j <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 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 Open ing/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 13/8" in thickness, solid or honeycomb -core steel <br />doors not less than 13/8" 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 />R302.1 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 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 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 />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 ign t on resistant. <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />+25.6 -27.8 <br />+25.6 / -34.3 <br />+24.5 -26.7 <br />+24.5 / -31.9 <br />T)I <br />+23.0 -25.2 <br />(E) <br />1 +23.0 / -28.9 <br />SEE S <br />SEE SN SHEET ru N SHEET <br />140 MPH <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 />11111111011 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 11131 11 <br />1ST FLOOR LIVING AREA 1093 <br />2ND FLOOR LIVING AREA 1489 <br />LIVING TOTAL 2582 <br />GARAGE 427 <br />FRONT ENTRY 35 <br />TOTALAREA 3044 <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-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 />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />co <br />(D <br />V) <br />Q) <br />LU <br />U <br />0 Uj <br />V <br />I- E <br />0 <br />U) co <br />V) <br />C14 <br />Lij <br />E <br />W cl) <br />CM M <br />a W V) <br />M co <br />00" <br />oil Qj <br />au)) <br />= E co <br />�o i!� <br />CL, 1 <br />CL 0 <br />0 <br />< 00) <br /><CL W <br />A <br />IS Do <br />-D C <br />1i c ",1, <br />VV' <br />0 <br />104) 9 A <br />D, <br />cl <br />o.po <br />C�r <br />W �Cve',N 'z <br />u— 0 <br />W <'? <br />W- U �C; <br />Z''o Or, <z, <br />C <br />21! 'z <br />An <br />zE'm ...... <br />LL3 19 <br />1z CIS <br />P <br />15 -Offl, <br />W <br />_j <br />El E] <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 />z <br />0 <br />P­4 4-J C:) <br />U0 <br />> J) M C:) <br />)-.4 (y) C:) <br />zr) - N <br />4-J <br />U-) Lr) <br />a) 0 Ln <br />L_ U_ <br />U CL 00 <br />z <br />- <br />z E <br />z <br />C� <br />WLU <br />_j C:) <br />0z <br />z,f <br />z" <br />< M: <br />1< <br />uj <br />Z80 <br />ce 0 <br />0!j z <br />0, , S, <br />< <br />a- 0 U) <br />CIL �� LE (s <br />U uj C'4 <br />co <br />@ <br />8 <br />z 8 <br />Q) <br />> <br />0 <br />�2 z <br />C) <br />Ln <br />—A <br />LL <br />4 <br />'0 <br />Lr) <br />M <br />z <br />0 <br />:z <br />U <br />C\1 <br />Uj <br />0 <br />�U-� R 0z <br />;21c: se r:� <br />Co,_ <br />0 <br />z LU <br />w5z< <br />0 w <br />2 <br />z <br />T.-q <br />SR2 <br />ox: �j <br />LU <br />_j <br />Ln <br />T-q <br />LU <br />< <br />z <br />8� 2, <br />0 �0 <br />LO 10� z U <br />2 <br />C:I, <br />Z <br />M <br />0 <br />Ln <br />z <br />UJI <br />< V) <br />z <br />Lu <br />z <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MJAMES <br />VERSION NO' 10 <br />SHEET NO. <br />