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D PT. <br />AO <br />3068 <br />, <br />i <br />ENTRY <br />8'-0" CLG. <br />�° <br />o <br />CD <br />CD <br />9-4- <br />CL <br />C'31 <br />5'-118 <br />T <br />(3) 2x4 #2 SPF w/ <br />K DTT2Z @ BASE <br />S3 <br />IIN U <br />Ir QI <br />CC D <br />S3 S3 <br />- <br />I I NOTE: FINII <br />- - - -\IN <br />I WALLS TOI <br />FLUSH. VE <br />IC7 FIELD. <br />I <br />1 <br />a <br />- <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />JL <br />17'-8" <br />T <br />0 <br />__ <br />60"x36" ANSON <br />SHOWER00 BOX @ 36" <br />"`" r --_- II <br />A.F.F. <br />VENT <br />THRU ROOF <br />5-3 2310" <br />El <br />-1 13'-0" 2668 7 8 <br />1 1 1 1 <br />I <br />0 <br />T <br />S3ZDRYER <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />20' <br />I <br />I�Y <br />p� <br />o00 <br />0 <br />1 <br />I OEr <br />I <br />I X <br />I `° <br />I <br />lIIIIIII <br />I <br />I <br />iIIIIIII <br />I <br />7g, <br />o <br />�t <br />(3) 2x4 #2 SPF w/ SURROUND <br />DTT2Z BASE <br />FTBERGLA§S t> <br />N <br />2 68 <br />O�U) <br />mw <br />' N <br />OWNERS SUITE = <br />MITT <br />W.I.C. 1 <br />a <br />2 CAR GARAGE <br />8-0 CLG. <br />i <br />'-0" <br />CL <br />I <br />8'-0" CLG. B °� <br />CARPET <br />D <br />8'-0" CLG.I <br />CARPET <br />____ I <br />R&S _ <br />2'-6" BUILDER TO <br />PROVIDE <br />O APPLIANCE <br />W.H. _ PROTECTION <br />N WHEN REQUIRED <br />PER FBC <br />I I <br />I <br />I <br />I <br />- <br />T---- -----rT <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />TYP @ <br />K GARAGE <br />S4 OPENING <br />- <br />i <br />IIN <br />5-SH <br />6" DP" <br />0 <br />A H.134 <br />S3 <br />55'-10" <br />y+ <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 11 114 LVL <br />2.0E Fb=2600 PSI <br />H6 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.0E Fb=2600 PSI <br />H7 <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2600 PSI <br />H8 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2600 PSI <br />(2) - 2X4 #2 SYP W/ 1/2" Follow 0/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 />TYRE <br />12 <br />20 X 26 <br />18 j X 25 j <br />S.H. <br />13 <br />20X38� <br />18�'X37� <br />S.H. <br />14 <br />20X50j <br />18jX50 <br />S.H. <br />15 <br />20X63 <br />18jX62j <br />S.H. <br />16 <br />20 X 72 <br />18 j X 714 <br />S.H. <br />1 H2 <br />27 114 X 26 <br />26 X 25 4 <br />S.H. <br />1 H3 <br />271/4 X 38 <br />26 x 37 1 <br />S.H. <br />1 H4 <br />27 J X 50 i <br />26 x 50 <br />S.H. <br />1H5 <br />27jX63 <br />26X621/2 <br />S.H. <br />iH6 <br />27jX72 <br />26X71112 <br />S.H. <br />22 <br />37 J X 26 <br />36 i X 25 1/2 <br />S.H. <br />23 <br />37 X 38 <br />36 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 />37 J X 63 <br />36 j X 62 1/2 <br />S.H. <br />26 <br />37 y X 72 <br />36 j X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73j WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 4 X 25 j <br />S.H. <br />33 <br />54 X 38 j <br />52 } X 37 4 <br />S.H. <br />34 <br />54 X 50 j <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 i <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 />TIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <br />General Notes <br />R302.5 Dwelling/Garage Opening/Penetration Protection. <br />Opening and penetrations through walls or ceilings separating the <br />dwelling from the garage shall be in accordance with sections <br />R302.5.1 through R302.5.3. <br />R302.5.1 Opening Protection. Openings from a private garage <br />directly into a room used for sleeping purposes shall not be <br />permitted. Door between garage and residence shall be equipped <br />with solid doors not less than 1 3/8" in thickness, solid or <br />honeycomb -core steel doors not less than 1 3/8" thick, or <br />20-minute fire -rated doors. <br />R302.5.2 Duct Penetration. Ducts in the garage and ducts <br />penetrating the walls or ceilings separating the dwelling from the <br />garage 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 openings <br />into the garage. <br />R302.5.3 Other Penetrations. Penetrations through the separation <br />required in Section R302.6 shall be protected as required by <br />section 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 top of the sill of an operable window is <br />located less than 24 inches (610 mm) above the finished floor and <br />greater than 72 inches (1829 mm) above the finished grade or <br />other surface below on the exterior of the building, the operable <br />window shall comply with one of the following: 1. Operable <br />windows with openings that will not allow a 4-inch-diameter (102 <br />mm) sphere to pass through the opening where the opening is in <br />its largest opened position. 2. Operable windows that are provided <br />with window fall prevention devices that comply with ASTM F2090. <br />3. Operable windows that are provided with window opening <br />control devices that comply with Section R312.2.2. <br />Chapter 45 Private Swimming 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 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 />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 />OA <br />+29.7 I -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -36.4 <br />OE <br />+26.6 / -28.0 <br />OF <br />+26.6 / -32.2 <br />GC� <br />SEE SIN SHEET �H SEE SN SHEET <br />140 MPH <br />NOTE: WIND SPEED INDICATED ABOVE IS AN <br />"ULTIMATE" WIND SPEED. THE WIND PRESSURES <br />LISTED ABOVE ARE ALLOWABLE PRESSURES <br />SOFFIT DESIGN PRESSURE <br />1 +34.0 / -44.8 <br />WALL LEGEND <br />IlllllllllillllllMASONRY HGT. . <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLYAND <br />REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />SYSTEM <br />AREA TABULATION "A1" (TRA) <br />1 ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 20 <br />TOTAL AREA 2372 <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONIC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />FLOOR <br />PLAN <br />E <br />L <br />E V�' A 1 <br />EXT FRAME 2 x 6 <br />CONDITIONED CEILING <br />R-1KRAFT FACED <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />I GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />SCALE: %4"=1 '-O" (GARAGE / LIVING) <br />i <br />lit <br />vo �; <br />•� d <br />d <br />4 <br />O. <br />T� <br />0FV.SS <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />t/t <br />W <br />QEE <br />O 8 <br />O <br />N N <br />� #k <br />V <br />N N O <br />LL <br />U � 7 <br />L a <br />LL <br />Q <br />i <br />6 1 <br />caLLLL <br />c� <br />W N <br />° °" � <br />0 W o <br />°o <br />NO <br />K.O <br />m m <br />W <br />< <br />IL <br />00 0`0 Cl)z <br />Q O Z) <br />NOU❑ <br />Z <br />C,o <br />z o <br />Q <br />J - <br />M <br />c <br />�Q) <br />_ o <br />lL <br />0 <br />o <br />N 01- w <br />cn <br />(� <br />r <br />c <br />w <br />- ' E <br />Caim <br />mI <br />C) o y <br />c U) <br />Q 0 <br />o <br />®0 <br />sm <br />o <br />¢ <br />W <br />co <br />CO <br />m <br />o <br />z <br />� <br />J <br />LL <br />= E <br />E o <br />QO <br />- <br />wz <br />ZZ <br /><N <br />Z® <br />CU <br />° <br />Oq <br />0° <br />�U <br />o E_ <br />N <br />¢o <br />o <br />¢o <br />WZ <br />w� <br />W <br />L <br />rp <br />Cn C <br />- <br />. <br />�m <br />m0 <br />o <br />O � <br />>� <br />0� <br />fn <br />a 3 <br />F W <br />z <br />�° <br />�� <br />S�z LL <br />mw <br />WSL <br />0 3 <br />J <br />7r <br />�o <br />V <br />ala <br />¢ <br />03. <br />J <br />�N <br />c <br />co <br />0) <br />LL <br />O <br />m <br />U <br />C4 <br />T <br />(0 <br />O <br />■ <br />_ (N <br />r <br />T <br />CID <br />T <br />V/ <br />CV <br />� <br />E <br />N <br />M <br />o <br />z <br />z <br />E O <br />a <br />E <br />U J <br />Q 0 <br />J <br />JOB NO: <br />20-6581 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />M <br />Z <br />.; <br />h <br />