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9 <br />TYP @ 2 STORY <br />H.B.T <br />(3) 2X4 #2 SPF W/ (3) 16d <br />TOENAILS @ BASE <br />�COND. �COND. <br />(PG <br />S 3 <br />i jUP j16R <br />TYP @ 2 STORY <br />9 <br />3 14 15 h 7.1 <br />50 <br />- - - - - - - <br />FLOOR G.T. <br />I I I I <br />9 <br />+42" SLOPING 1 <br />HALF WALL <br />00 <br />co <br />FAMILY ROOM <br />(3) IX4 #2 SPF -- <br />T.B�- 12 'Zo <br />A <br />W/ (3)16d <br />Cl) <br />8'-8" FLAT CLG. '? <br />F, <br />TOENAILS @ <br />CARPET <br />BASE <br />FLEX <br />0 <br />8'-8" FLAT CLG. d I <br />Cn <br />0 <br />CO <br />(D <br />CARPET <br />8� <br />00 <br />C14 -4- <br />u_ <br />(2) #5'S <br />- <br />JL <br />ZXb WALL <br />5- H <br />12" DEEP <br />//- <br />L? <br />A. <br />2068 B.F. <br />- - - - - - - - - - -- <br />- - - - - - - - - - -- <br />DR AT 7'-4" <br />- - - - - - --- <br />8'-8" FLAT C.L.G. <br />T-8" T-8" <br />3'-6" <br />6-0" <br />TRY <br />61 -1 <br />FOYER___�__ <br />TYP @ 2 STORY <br />Ir <br />111 <br />01 <br />0 <br />�j <br />LO <br />�l <br />1 <br />8'-8" FLAT CLG. <br />3068 <br />(2) #5'S <br />(3) 2X4 #2 SPF W/ <br />j <br />u_ <br />U-1 <br />TILE <br />I <br />- - - - - - <br />(3) 16d TOENAILS @ <br />BASE <br />(3) Z' K4 #2 SPF W/ <br />Z? \ZZ(3 2X4 #2 SPF W/ <br />) <br />n <br />TCC--., <br />cc (3) 16d TOENAILS <br />3) 16d TOENAILS <br />@ BASE <br />LO <br />0 BASE <br />@ <br />- - - - - - - - - - - - <br />0 <br />2'-6" BUILDER TO PROVIDE <br />6- <br />D <br />S3 <br />CD 00 <br />.0 <br />APPLIANCE PROTECTION <br />(D <br />'0 DINING ROOM <br />WHEN REQUIRED PER FBC <br />I <br />PATIO 8'-8" FLAT CLG. <br />CARPET <br />2 CAR GARAGE <br />8'-8" FLAT CLG. <br />6-2" 6-6" <br />4'-8" <br />20'-8" <br />EDGE OF SLAB 2" <br />0 <br />L <br />BEYOND WALL <br />C14 <br />9 <br />IT <br />- - - - - - - <br />L - - - - - - - - <br />CIJ <br />3. 38 <br />cc <br />cc <br />_j <br />Ui <br />> <br />0 <br />KITCHEN <br />7 <br />X <br />CY) <br />CN <br />8'-8" FI_AT CLG. <br />TILE <br />H1 <br />21368 <br />9 <br />19 <br />60 <br />2666 B-.F -_ <br />1, <br />/_ 2x6 WALL <br />REF. <br />24 24 <br />OPT. <br />1 <br />PA�TR Y� <br />L U <br />L - - - - - <br />16" DEEP <br />rD <br />\,, <br />- - - - - - - - - - - - <br />5 -SH <br />�3 <br />J <br />1 <br />CN <br />.- <br />j <br />� <br />1770 1 1 1 1 1 111111 <br />-1 1 1 lip I I I I I I I I I 110 11111111 <br />)TYP @ 2 STORY <br />H.B.� <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br /><@>(2) <br />- 2X1 0 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X1 2 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.OE Fb=2950 <br /><@>(2) <br />- 1 3/4" X 9 1/4" <br />LVL 2.OE Fb=2950 <br /><e>(2) <br />- 13/4" X 16" <br />LVL 2.OE Fb=2950 <br />(2) - 13/4- X 7 1/4" <br />LVL 2.OE 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 />18JX254 <br />S.H. <br />13 <br />20 X 38 j <br />184X371 <br />S.H. <br />14 <br />20 X 501 <br />184X 50 <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 />j 32 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />133 <br />27 1/4 X 38 j <br />N/A <br />S.H. <br />134 <br />27JX50i <br />N/A <br />S.H. <br />433 <br />NIA <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 />J36 <br />27 j X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37JX26 <br />364X25 1/2 <br />SM. <br />23 <br />37 j X 38 j <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 j X 50 j <br />36 j X 50 <br />S.H. <br />25 <br />37JX63 <br />36 4 X 62 1/2 <br />S.H. <br />26 <br />37 j X 72 <br />36 j X 71 1/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />734WIDE <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 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 Open I ng/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 1 3/8" 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 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 />M 1507.2 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 />+25.6 -27.8 <br />+25.6 / -34.3 <br />+24.5 -26.7 <br />+24.5 / -31.9 <br />+23.0 -25.2 <br />+23.0 / -28.9 <br />SEE SN SHEET SEE SN SHEET <br />'T <br />140 MP�H <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 "All <br />1ST FLOOR LIVING AREA 1093 <br />2ND FLOOR LIVING AREA 1491 <br />LIVING TOTAL 2584 <br />GARAGE 427 <br />FRONT ENTRY 35 <br />TOTALAREA 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 FA51ID <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 KRAFTFACED <br />I <br />0 LO <br />z ce) <br />-8 <br />z (0 <br />__j <br />CZ1 - <br />z <br />4--J Lu <br />C) <br />U <br />0 LU <br />II <br />V) <br />0 <br />� <br />�2 <br />Co <br />LU <br />E <br />8 <br />0) Cl) <br />ce) <br />w n <br />"'a CN <br />0.9 C, <br />LL <br />02 <br />W C, C, <br />< 0 <br />6 <br />A I <br />RD <br />N" <br />1�- C� <br />i� AL <br />ff.45 <br />S.- <br />C, <br />J1 <br />cj <br />4). . LL <br />U3 <br />L z FES$ <br />L LU cv, <br />M <br />7 [30 <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 />0 <br />0 <br />Z r4 <br />0 Cu r, <br />�-4 4.j C) <br />V) tD <br />M C:) <br />p <br />Cn <br />M Ln <br />CJ- Lf) <br />z <br />in <br />L_ LL <br />cl� U 00 <br />z < <br />z § E <br />Z fu <br />LU CD <br />_j 0 <br />W <br />ko <br />z <br />P- <br />21 LU <br />z <br />Z, <br />z <br />z <br />Ln <br />0 <br />z <br />:D <br />0 <br />-0 <br />M <br />N <br />Ln <br />0 <br />_j <br />LL <br />2: <br />z <br />L_ <br />> <br />0 <br />U <br />-.- <br />V) <br />II <br />Lu <br />�.j <br />r-4 <br />U4 ar:� <br />* j � <br />r*4 <br />a wi <br />Z <br />z <br />LU <br />r44 <br />Lr) <br />LU <br />ug�� <br />§Ei <br />fle <br />_j <br />LU <br />z <br />z <br />z <br />z <br />0 <br />r� <br />z <br /><� <br />LU <br />9 <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: FLORES <br />VERSION NO' 10 <br />SHEET NO. <br />0 <br />