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P @2 STORY <br />(*TH.B. <br />iNv <br />r--. - --- <br />z, — <br />--- <br />2, <br />--—— <br />OP. <br />—TF. <br />0 <br />iv <br />16DEE <br />-SH <br />P - <br />2x6 WALL <br />r------------ <br />I <br />266 � <br />B.F <br />I <br />I <br />I <br />I <br />RE <br />12'- <br />4.-8" <br />I <br />I <br />50 <br />I <br />I <br />R <br />2068 <br />O M <br />N <br />i <br />KITCHEN� <br />8'- <br />' FL <br />T <br />LGJ <br />I <br />O <br />I o <br />I <br />I <br />I <br />I <br />I <br />I <br />3 <br />" <br />36 ,3 <br />L� LJ <br />( <br />CC <br />EDGE OF SLAB 2" <br />BEYOND WALL N <br />20'-8" <br />I w <br />I O <br />I x <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />N <br />4'-0" <br />r — <br />J <br />-- <br />6-2" <br />6-6" <br />4'-8" <br />2 CAR GARAGE <br />I I I <br />PATIO DINING ROOM <br />8'-8" FLAT CLG. <br />O CARPET <br />o <br />o <br />LO <br />50 <br />— <br />(3) 2X4 #2 SPF W/ <br />(3)16d TOENAILS @ <br />$'-$° FLAT CLG. <br />BUILDER TO PROVIDE <br />2' 6" APPLIANCE PROTECTION <br />WHEN REQUIRED PER FBC <br />O (3)2X4#2SPF W/ <br />(3)16d TOENAILS <br />19N @ BASE <br />W,H, <br />I I <br />I I <br />I I <br />I D I <br />I S3 I I <br />L-------- --- <br />CC (3) 2X4 #2 SPF W/ <br />S3 (3)16d TOENAILS <br />@ BASE <br />o <br />CD <br />N <br />iv <br />BASE <br />TYP @ 2 STORY <br />J <br />S6 <br />16-48„ <br />of 01 01 <br />O O O '� <br />L-1 10L L LL <br />3�_8" 3'_8� 1. 3�_6" <br />------ <br />FOYER 3068 <br />8'-8" FLAT CLG. <br />TILE O <br />6'-0„ 4,-2" <br />(2) #5'S <br />_ <br />r <br />10 <br />2068 B.F. <br />- <br />HDRAT7'4" <br />TRY1 <br />8'-8" FLAT Cl <br />0 <br />DEE <br />12"00 <br />5-SH -' <br />----------- <br />= <br />J LO <br />FAMILY ROOM ;D <br />8'-8" FLAT CLG. <br />CARPET <br />2x6 WALL <br />00CM <br />00 <br />G04 <br />0 <br />S3 P <br />(3) 2X4 #2 SPF 8'-8 " FLAT G. <br />W/ (3)16d TOENAILS @ <br />BASE 12 _ _ _ <br />42"SLOPING 11 °9 <br />°I <br />FLEX <br />8'-8" FLAT CLG. <br />CARPET I <br />(2) #5'S N <br />M <br />0o <br />f <br />_ <br />M qO <br />HALF WALL 10 "' <br />p- <br />00 <br />AC PADI AC PAD <br />FLOOR G.T. <br />v <br />_ _ _ <br />9 <br />I I 1 3 1 4 1 5 1 I I8 <br />I I I IUP h6Rl I I C, <br />I I I I ( I I I I I 1_ I M <br />I <br />I <br />TYP @ 2 STORY <br />S6 <br />�o <br />iT <br />H.B.1 <br />J <br />S6 <br />TYP @ 2 STORY <br />(3) 2X4 #2 SPF W/ (3)16d J 1 <br />TOENAILS @ BASE 8 <br />no <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/ 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 />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 � X 25 J <br />S.H. <br />13 <br />20 X 38 J <br />18 4 X 37 Jq <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 i <br />S.H. <br />16 <br />20X72 <br />18jX71 <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 <br />N/A <br />S.H. <br />j 34 <br />27 j X 50 <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 />j 35 <br />27 j X 63 <br />26 X 62 1/2 <br />S.H. <br />j 36 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37JX26 <br />364X251/2 <br />S.H. <br />23 <br />37 j X 38 j <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 1 <br />36 4 X 50 <br />S.H. <br />25 <br />37 X 63 <br />36 4 X 62 1/2 <br />S.H. <br />26 <br />37 X72 <br />364X711/2 <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 X 25 <br />S.H. <br />33 <br />54 X 38 <br />52 X 37 <br />S.H. <br />34 <br />54 X 50 <br />52 4 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 4 X 71 <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 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 flr. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />�q <br />+25.6 / -27.8 <br />© <br />+25.6 / -34.3 <br />© <br />+24.5 / -26.7 <br />OD <br />+24.5 / -31.9 <br />0 <br />+23.0 / -25.2 <br />O <br />+23.0 / -28.9 <br />GO <br />SEE SN SHEET OH 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 "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 />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />Ulr <br />Z o <br />Z� <br />Q <br />J <br />a <br />Ccis <br />Q) <br />4--J w <br />U — <br />w <br />O <br />~ <br />� <br />0 <br />0 CD <br />U <br />U-i <br />F-- E <br />Rig <br />N co <br />C W Cl) <br />(o a t'M <br />'- 'C N <br />Ooo <br />a: 4)-8 <br />tu-00 <br />CY <br />Qrn <br />�aa <br />LO 0j. <br />rnQo <br />A 1 <br />B D. <br />NCBDC <br />W"*� <br />. aye �J <br />N O <br />C7 z <br />Y y c'Y <br />o <br />o •m � <br />z <br />J <br />c u_ <br />V Z.-I <br />4 O <br />��0 <br />,-WE-;Qd" <br />N`Oe.. <br />a �S <br />E S o <br />LL <br />�Cy' <br />W� �.��j' <br />❑ ❑ <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 />Z ON <br />0 a) N <br />r--+ +O <br />' <br />�>-+jr) MO <br />M <br />Q - <br />z <br />i2 rn -L <br />LI) <br />a(1)� <br />Q. ^ <br />� � M <br />U <br />a �� <br />E <br />zfo <br />W_j CD <br />oz <br />j2 <br />ce <br />zaa <br />�a <br />w 6 Y <br />UZO0 <br />ZLU LU Q <br />F j z Z <br />z <br />�2XW <br />ii Lu <br />_jU1 <br />Lu <br />m o <br />L <br />oZ <br />z z <br />0 <br />�- <br />Ln <br />� <br />fz <br />g� <br />Z <br />DC <br />�3 <br />a) <br />L() <br />LL <br />N <br />F-- <br />z <br />O <br />= <br />�a <br />Lu <br />a <br />ow <br />a ZO <br />> <br />U o] d <br />CL <br />r4 <br />A <br />` <br />zaoJ <br />w 0 J4 <br />Cw'JQ <br />Q <br /><: <br />a <br />o�.uW. <br />z <br />Z <br />6'f0 <br />w <br />w <br />J <br />Ln <br />r-i <br />lLl <br />2:a <br />di.Q°o <br />NFpzu <br />�a8 v <br />�n <br />*k <br />M <br />to <br />Q <br />z <br />z <br />Qwz <br />a ji <br />�z <br />ca 0 <br />rn <br />^ <br />= <br />az <br />Lu <br />,--I <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO' 10 <br />SHEET NO. <br />1.0 <br />