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D <br />I <br />UMLLLN <br />00 11 <br />00 <br />G <br />17'-8" <br />--- - R&S -- <br />HANSON <br />BOX @ 36" <br />A.F.F. <br />DRYER VENT <br />THRU ROOF <br />2668 7._8„ <br />I <br />I <br />=U)in uj <br />1 <br />31.0,. <br />_ <br />rn <br />W <br />"W <br />CV <br />T <br />OWNER'S SUITE - <br />8'-0" CLG. TB <br />CARPET <br />0 <br />MI� <br />W.I.C. r <br />8'-0' CLG. '- <br />CARPET <br />2 CAR GARAGE <br />B'-o"CLG. <br />2, 6„ <br />BUILDER TO <br />PROVIDE <br />0 APPLIANCE <br />. . <br />CO WHEN REQUIRED <br />- <br />CV <br />PER FBC <br />' <br />j <br />I I <br />I I I <br />I I <br />I <br />T - - - - - - - - - - - <br />I <br />I <br />( <br />TYP @ <br />GARAGE <br />OPENING <br />'-0" <br />CL <br />. <br />WI <br />LINEN,PROTECTION-4) <br />- <br />0 <br />- - - - - - - - - - - <br />R&S <br />C? <br />A H.B4 <br />S3 <br />55'-10" <br />8'-6" <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 />H8 <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.0E Fb=2600 PSI <br />(2) - 1 3/4" X 9 1/4" <br />H6 <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 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 />20X26 <br />18}X25i <br />S.H. <br />13 <br />20X38� <br />18JX371 <br />S.H. <br />14 <br />20 X 50 j <br />18 J X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 j X 62 j <br />S.H. <br />16 <br />20 X 72 <br />18 J X 71 j <br />S.H. <br />11-12 <br />271/4X26 <br />26X25 <br />S.H. <br />11-13 <br />271/4X38 <br />26x371 <br />S.H. <br />1 H4 <br />27 j X 50 j <br />26 x 50 <br />S.H. <br />11-15 <br />27 X63 <br />26X621/2 <br />S.H. <br />11-16 <br />27 X72 <br />26X711/2 <br />S.H. <br />22 <br />37 X 26 <br />36 } X 25 112 <br />S.H. <br />23 <br />37 J X 38 i <br />36 } X 37 3/4 <br />S.H. <br />24 <br />37 1 X 50 j <br />36 4 X 50 <br />S.H. <br />25 <br />37 1 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 WIDE <br />75" TALL <br />73 4 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 j X 25 j <br />S.H. <br />33 <br />54 X 38 j <br />52 j X 37 j <br />S.H. <br />34 <br />54 X 50 j <br />52 1 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 j <br />S.H. <br />36 <br />54 X 72 <br />524 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 />aTIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <br />FLOOR PLAN - ELEV-Al <br />SCALE: %4"=1'-0" <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 />AO <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />C <br />+28.3 / -30.8 <br />OD <br />+28.3 / -36.4 <br />DE <br />+26.6 / -28.0 <br />OF <br />+26.6 / -32.2 <br />GG <br />SEE SN SHEET HH 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 />+34.0 / -44.8 <br />WALL LEGEND <br />IIIIi111111111111 - -� <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" (TRA) <br />1ST 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 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 (INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />W <br />86 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />WE <br />Q <br />� <br />00 <br />W 0 O <br />O O O <br />V <br />0 <br />0) to J <br />M N 04 N # pNp Li- <br />J W <br />y� <br />.NMo)a <br />�� LL -ia <br />W N 2 LL• <br />Q <br />t M S W !n <br />ai m LU <br />ii SZ ° a <br />Z <br />U) o <br />-0, <br />Y a; o lY m O <br />E O7 O' o a <br />Z <br />IL 0 <br />ILW <br />-j <br />N -�- N D U 0 Lo <br />Q M Z J <br />< <br />z N O <br />W O <br />m N <br />z <br />win <br />z V <br />Q <br />-9 M <br />di N <br />M <br />Z <br />o <br />Q) <br />�N <br />LL <br />•O <br />v' y <br />L.L.1 O <br />s� <br />to <br />- <br />W <br />c_ E <br />o <br />v °' <br />r✓ m E <br />o g <br />° <br />U 0 <br />• <br />C:,w <br />c <br />JZ <br />co <br />cozo <br />¢ <br />, <br />< <br />U- <br />E <br />z� <br />>R <br />aUjIze <br />on <br />H0 <br />CIL <br />a� <br />w� <br />00 <br />0 <br />°¢ <br />N <br />¢o <br />Q <br />wz <br />L <br />rp <br />r/) <br />c <br />❑ <br />z <br />0y <br />yg <br />m O <br />O, <br />Zr <br />> Z <br />U) <br />u7 J <br />d) <br />m <br />i <br />z <br />U <br />o¢ <br />w LL <br />a z <br />WF <br />o <br />JZ <br />w� <br />90 <br />>° <br />Ill <br />10 <br />a <br />.2N <br />� <br />L <br />� <br />m <br />♦@^ <br />V <br />.! <br />C4 <br />rlr <br />C <br />Q <br />� o <br />� <br />O <br />-a <br />O <br />f <br />.Q o <br />■� <br />Z 0 <br />E <br />O <br />Z <br />E Q <br />L <br />CC <br />a <br />E <br />U <br />Q O <br />C <br />JOB <br />NO: <br />20-2745 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />IIP■Af���ll�ItllllfRAlt■R�AtG11�G1�91111� <br />