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s <br />cc <br />65'-0" <br />EGRESS EGRESS <br />�11111111111111=IIIIC���1111111=11111111111111=11111111111111_Ii111111111111111C]�I.1111111111�11'11111=11111111111111111=1��[ <br />• • - I� DEEP <br />- OWE - mw <br />- ME R2 M • _ <br />I � <br />O <br />.CAFE Big BEDROOM 3 <br />: . • • O. <br />• ru _ <br />1- l <br />i ■■�■■1 <br />I� <br />5068 B.F. <br />8-8 <br />--------------- <br />1 • 1 ■� <br />v <br />1"1 <br />u •�i <br />II 1 1 1'. ■■1 <br />S <br />OM <br />TYP @ 1 STORY <br />co <br />o�� <br />00 <br />2 <br />04 <br />N <br />1 <br />2:12 VAULTED CLG. I <br />5'-1 <br />F'I <br />FAMILY RM <br />9'-4" CLG. <br />CARPET <br />I <br />(3) 2x4 #2 SPF w/ <br />DTT2Z @ BASE <br />OWNER'S SUITE <br />8'-0" CLG. <br />CARPET <br />S3 <br />FIBERGLASS M <br />SURROUND <br />Immomm- <br />BECfl OM 4 <br />I) 0 CLG. <br />15 B.F.(I <br />I <br />5'-0" 1 <br />O I ENTRY <br />3068 i 8'-0" CLG. <br />R.A.G. - -- <br />g (3) 2x4 #2 SPF w/ V <br />DTT2Z @ BASE CCG.T. <br />NOTE: FINISHED <br />AHU 8'- „ CL G. • tl- V cun)-1 I WALLS TO BE <br />LE nN - ua11 FLUSH. VERIFY IN <br />I %X I FIELD. <br />- Q <br />OPT. D PT. <br />T <br />:RG SS A o <br />ROU D _ _ _ _ R&_S_ _ _ ` ,ij I I O <br />0 <br />€ �f 60"x36"HANSONI <br />M SHOWER BOX @ 36" I <br />t A.F.F. K <br />DRYER VENT S3 I j <br />2 68 5'- 1 THRU ROOF EDGE OF SLAB 2" O <br />&1 3' 10" BEYOND WALL I to <br />_1 3-0 � 0 2668 7'-8j x <br />r� 2 CAR GARAGE <br />W . I.C. <br />.C. 8'-0" CLG. <br />ao '-0" CLG. 8'-0" CLG. T <br />CARPET 2-6 BUILDER TO I I <br />PROVIDE I <br />O APPLIANCE <br />W.H. PROTECTION <br />--- N WHEN REQUIRED L <br />° ° 6" DP9 - - - - R&S PER FBC T----------- <br />2.3 <br />1 <br />S3 <br />TYP @ 1 <br />STORY <br />to <br />�� o <br />Mw <br />o <br />LO <br />0 <br />0 <br />v <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/ 1/2" <br />FLITCH PLATE <br />H5 <br />(2) -1 3/4" X 11 1/4 LVL <br />2.0E Fb=2600 PSI <br />H6 <br />(2) -1 3/4" X 91/4" <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 71/4" <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 />18JX254 <br />S.H. <br />13 <br />20X38j <br />18}X37j <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />18JX62} <br />S.H. <br />16 <br />20 X 72 <br />18 j X 71 } <br />S.H. <br />1 H2 <br />27 114 X 26 <br />26 X 25 4 <br />S.H. <br />11­13 <br />271/4X38j <br />26x371 <br />S.H. <br />1 H4 <br />27 j X 50 1 <br />26 x 50 <br />S.H. <br />1 H5 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />11­16 <br />27}X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 j X 25 1/2 <br />S.H. <br />23 <br />37 J X 38Ii <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 J X 63 <br />36 j 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 4 X 25 4 <br />S.H. <br />33 <br />54 X 38 j <br />52 j X 37 j <br />S.H. <br />34 <br />54 X 501 <br />52 } 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 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 />TIE WALLS TOGETHER BY ROTATING <br />coo -obi 1 BLOCKS EVERY OTHER COURSE <br />r <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 />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -36.4 <br />DE <br />+26.6 / -28.0 <br />O <br />+26.6 / -32.2 <br />GO <br />SEE SN SHEET HO 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 />K T E WALL LEGEND <br />� OPENING <br />MASONRY HGT. @ 8'-0" A.F.F. <br />c0 <br />r TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />1'4" T-10" REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />SYSTEM <br />Vol <br />AREA TABULATION "B111(TRB) <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 24 <br />TOTAL AREA 2376 <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 />FLOOR PLAN - ELEV-Bl <br />EXT FRAME 2 x <br />R-1KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />1/ r <br />SCALE: 14"= -On <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />`�,11111111/1��I, <br />elm <br />�• • 5 <br />• <br />R, <br />s Q r V (b <br />r 0 <br />* 0 Q• <br />i�0� 'f•''••.....••♦� <br />pg0 <br />•� <br />. <br />®°till <br />`ESg; <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 <br />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 />l- <br />o 18CD_ iJ! <br />0pQ N <br />V <br />•') C" <br />M t/l W <br />7LLN�2 LL LL a <br />a <br />; C ii S2 Q a <br />0 <br />Z <br />��a, o <br />mmo <br />a <br />W <br />=V� <br />m 0 1- <br />'j <br />LL W <br />CDQ&zspa <br />O) � N O O !q <br />N Q fM Z <br />0 J <br />W <br />(D <br />z <br />J fh <br />tl N <br />)L'j <br />z <br />C1 <br />�� <br />LL <br />U <br />� <br />W <br />� <br />OLU <br />Q) <br />V) <br />c <br />' <br />S <br />y� <br />W <br />Z <br />E <br />•� <br />z0 <br />Q <br />0 <br />E V <br />F r0$ <br />Wo <br />' <br />�� <br />oa <br />0o <br />°z <br />z <br />O E <br />N ` <br />gi <br />$ <br />°do <br />H <br />z'� <br />to <br />cj C <br />- � <br />W� <br />%X <br />0 <br />oLL <br />i� <br />z <br />N J <br />W� <br />�W <br />W <br />L) <br />oLL <br />N Z <br />� <br />0 <br />� <br />yy�� <br />�6 <br />(7 <br />�° <br />�_ <br />v <br />0. <br />°3 <br />>04 <br />J <br />L <br />� <br />E <br />0 <br />.! <br />M <br />ir <br />U <br />00 <br />O <br />r" <br />_ <br />a, <br />a <br />CD <br />i- <br />� <br />o <br />r <br />co <br />3:N <br />� <br />r <br />N CD <br />� <br />Lf) <br />r <br />�_ <br />w <br />CM T <br />d <br />ZIUD <br />E <br />E Q <br />in <br />c <br />a. <br />U � <br />p <br />JOB <br />NO: <br />20-3571 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />