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q <br />TYP @ 2 STORY <br />J <br />S6 <br />H.B.t <br />(3) 2X4 #2 SPF W/ (3)16d T <br />TOENAILS @ BASE <br />COND. COND. <br />J <br />S6 <br />r <br />I I I I I (IG I <br />I I I I I S3� <br />I I I IUP 116R1 I I Cl) <br />I I 1 1 1 I 1 I8 <br />TYP @ 2 STORY <br />o <br />3 4 5 <br />80 <br />FLOOR G.T. <br />9 <br />42" SLOPING o 10 <br />FAM I LY ROOM <br />HALF WALL 11 - -- M <br />00 <br />3 2X4 #2 - - - - <br />12 <br />Wi <br />= <br />cn <br />(2)(V <br />8'-8" FLAT CLG. _ <br />(3)16dSPF <br />FLEX M <br />CARPET C9 <br />TOENAILS @ <br />BASEDI 1 <br />8'-8" FLAT CLG. <br />T <br />CARPET <br />OLO <br />G CD <br />S300 <br />co8'-8' <br />co <br />oo <br />4'-0" '-0" <br />- <br />N <br />(2) #5'S <br />2x6 WALL <br />5-SH oo <br />H4 <br />O <br />o <br />r <br />12' DEEP r <br />--_-------- <br />2068 B.F. <br />-- __ __ _ <br />HDR AT 7'-4" ENT R <br />L9 <br />16'-43g„ <br />I <br />T-8" T-8" T-6" <br />6'-0" - " FLAT CL . <br />S6 <br />d <br />0 <br />FOYER <br />I <br />I <br />O I <br />- <br />o <br />- <br />0 <br />TYP @ 2 STORY <br />OI <br />OI OI LO <br />8'-8" FLAT CLG. <br />3068 <br />(2) #5'S <br />O <br />O O <br />TILELL <br />(3) 2X4 #2 SPF W/ <br />-' <br />- ------ <br />� <br />(3)16d TOENAILS @ <br />- <br />o <br />W.H. <br />(3) 2X4 #2 SPF W/ <br />CC <br />4'-0" <br />C,, <br />BASE <br />10p <br />N (3)16d TOENAILS <br />S3 <br />N <br />@BASE <br />F - - - - - -- - - - <br />I I <br />o <br />2'-6" BUILDER TO PROVIDE <br />S3 <br />U)O <br />APPLIANCE PROTECTION <br />I <br />I <br />CD <br />DINING ROOM <br />WHEN REQUIRED PER FBC <br />I <br />PATIO 8'-B"FLAT CLG. <br />2 CAR GARAGE <br />- <br />CARPET <br />I <br />I I <br />T <br />8'-8" FLAT CLG. <br />I <br />I <br />4'4" 6-2" k 6-6" <br />4'-8" <br />20'-8" <br />I <br />I <br />I I <br />I I <br />EDGE OF SLAB 2" Ile <br />I O <br />I <br />r-- <br />F- n <br />LI <br />BEYOND WALL <br />N <br />I <br />I Q <br />I I <br />o <br />l l <br />--- --- - - - - - <br />;---s — — — — — -- ; <br />I w <br />i l <br />cm <br />CDi <br />N <br />IolJ.cc <br />36 <br />I O� <br />S3 <br />I w <br />p <br />I I <br />I <br />I <br />=5 <br />N <br />x <br />I <br />I <br />I <br />Cb <br />'-8' <br />FLAT <br />C <br />G. <br />FF- <br />1 <br />- <br />I <br />I <br />2 <br />68 <br />00 <br />I <br />I <br />668 <br />B.F. <br />2x6 WALL <br />I <br />I <br />REF.L <br />24 24 <br />OPT. <br />PANTRY <br />_ <br />_ <br />L------------ <br />0 <br />16" DEEP <br />- --- <br />L— --- <br />----- <br />D <br />S3 <br />5-SH <br />_ <br />C� <br />(V <br />J H.B. <br />S6 TYP @ 2 STORY <br />38'-0" <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/ 112" <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/ 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 J X 25 j <br />S.H. <br />13 <br />20X38j <br />184X37iq <br />S.H. <br />14 <br />20 X 501 <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 4 <br />S.H. <br />16 <br />20X72 <br />18JX71 j <br />S.H. <br />32 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />433 <br />27 1/4 X 38 j <br />N/A <br />S.H. <br />434 <br />27 4 X 50 1 <br />N/A <br />S.H. <br />433 <br />N/A <br />26 x 37 <br />S.H. <br />434 <br />N/A <br />26 x 50 <br />S.H. <br />435 <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 />37 J X 26 <br />36 4 X 25 1/2 <br />S.H. <br />23 <br />37 1 X 38 j <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37jX50j <br />36}X50 <br />S.H. <br />25 <br />37 j X 63 <br />36 4 X 62 1/2 <br />S.H. <br />26 <br />37JX72 <br />364X711/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />734 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 4 X 25 <br />S.H. <br />33 <br />54 X 38 j <br />52 j X 37 1 <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 J X 62 j <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 />• 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 />+25.6 / -27.8 <br />© <br />+25.6 / -34.3 <br />Q <br />+24.5 / -26.7 <br />O <br />+24.5 / -31.9 <br />O <br />+23.0 / -25.2 <br />O <br />+23.0 / -28.9 <br />GG <br />SEE SN SHEET ru SEE SN 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 />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 1113111 <br />1ST FLOOR LIVING AREA 1093 <br />2ND FLOOR LIVING AREA 1489 <br />LIVING TOTAL 2582 <br />GARAGE 427 <br />FRONT ENTRY 35 <br />TOTAL AREA 3044 <br />INSULATION REQ. <br />LOCATION I 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 />Z o <br />(0 <br />Z <br /><C <br />E3 <br />J <br />a. <br />Z <br />V)1 0 <br />VJ cn <br />'I--J Lu <br />U — <br />m <br />HI <br />O <br />Vi t— <br />0 <br />m ti <br />o04 <br />U <br />w E <br />H <br />— 8 <br />N Ce) <br />C M M <br />T p M <br />O ONO <br />U <br />L_ LL 00 <br />^o <br />C YN <br />ao <br />°. <br />`n a , <br />m <br />Qo <br />A I <br />B D® <br />N C B D C <br />FL <br />Olt <br />Q <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 />O <br />Z N <br />O (i) n <br />P-4 4-' O <br />r>iU)MO <br />M <br />Q U-) fo <br />Ln <br /><C 0 Lr) <br />M <br />QC U Q 00 <br />z F- <br />(� <br />Z <br />LULU C:) <br />�t <br />J <br />�Z <br />d <br />zaa <br />�a <br />H <br />VZ80 <br />ZUjwX <br />tDzZ <br />z <br />0 0gW <br />Qa <br />0 n <br />owS <br />� <br />oWo <br />z <br />Z o <br />: <br />i <br />CcR <br />O <br />V <br />�Z <br />5 <br />0 <br />F� <br />LL. <br />0 <br />O <br />� <br />Z <br />J Q <br />U <br />= <br />N <br />T <br />�°o <br />F <br />Y x8� <br />u � m a <br />k <br />N <br />Z<!a <br />;¢¢¢ <br />Q <br />o� <br />Zak <br />z <br />w <br />J <br />r� <br />IJ.J <br />Q <br />Ilii <br />Z <br />W <br />=Q� <br />o Z o <br />2 <br />ai- <br />�0Z <br />z <br />5 <br />a <br />U) Z <br />o <br />Q <br />J <br />= <br />a z <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />SHEET NO. <br />1.0 <br />