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0 <br />0 <br />U A O <br />H.B. S3 <br />EGRESS EGRESS <br />r> <br />d <br />AC PAD <br />3R <br />TYP @ 1 <br />STORY <br />� <br />\ 00 <br />21'-2„ <br />; <br />----- <br />'� <br />; b <br />O --- N <br />'6 <br />5-SH <br />P/�NTFI <br />16" DEJ��2 <br />F T C <br />e� <br />2, 2„ 10'-4" <br />r <br />" <br />10'-42, <br />Co <br />o <br />2'4 <br />FIBERGLASSp <br />SURROUND <br />I <br />NG <br />-a <br />I <br />B <br />5r32 <br />o <br />in <br />O\�\ I <br />00 CAFE <br />o �� <br />`n VAULT. CLG. <br />PATIO CARPET <br />I o <br />4'-0" 11'-73,1 <br />T p <br />N�0 <br />J <br />Q <br />(� <br />U <br />- - <br />OT. <br />REF. <br />I b <br />I <br />I r <br />I .. BEDROOM <br />� - 8'-0" CLG. <br />I CARPET <br />I <br />I <br />5068 B.F.77 <br />8'-8" <br />BEDROOM 3 <br />„ <br />2 8-0 CLG. <br />CARPET <br />- <br />o <br />5'-4" <br />2' <br />I o <br />I T <br />8,_ " C G. <br />TILE <br />o <br />00 �o W o6 <br />co , . z <br />N �� - <br />v <br />14'-6" I 776-4 <br />ff <br />�I <br />BEDROOM 4 <br />8'-0" CLG. <br />CARPET <br />4068 B.F. <br />T-6" <br />to <br />=W0 <br />6� A <br />"'w <br />iv <br />- <br />r <br />SINK <br />W/ <br />ISP <br />TIL' <br />r- -, <br />I D.W. 10� <br />I I <br />L-__J <br />C = = = = = _ _ _ _ _ _ _ ] <br />o <br />_ <br />- <br />- <br />- <br />----------------- <br />I <br />I <br />6-10" <br />4'-7" <br />c„ <br />I <br />23'-8" <br />-------R&S------ cal 2668 Cl) <br />HDR AT T-4" <br />T-10" T-8" 10'-10$„ <br />2668 � <br />Ill <br />N <br />------R&S - - - - <br />1 <br />7 „ '-4" <br />6„ <br />r <br /><O <br />� <br />OM_ <br />A <br />TYP @ 1 STORY <br />2:12 VAULTED CLG. <br />71 <br />I <br />I <br />'FAMILY RM <br />9'-4" CLG. <br />I CARPET <br />I <br />j <br />4'-0" 1 <br />I <br />BERG <br />(3) 2x4 #2 SPF w/ <br />SURROU <br />DTT2Z BASE <br />= <br /><� <br />2 68 <br />O <br />9 -4 CL 3068 <br />CC D <br />S3 S3 <br />F 1------- --- <br />NOTE: FINISHED I <br />I WALLS TO BE I <br />FLUSH. VERIFY IN I <br />FIELD. <br />I I I <br />I I <br />00 1I <br />I 0cn <br />I 0 1 <br />w I <br />UJI <br />I ( > I <br />I 0 <br />I I <br />I 78 <br />I <br />� <br />ENTRY <br />8'-0"CLG. <br />9LO <br />o <br />o <br />� <br />;� <br />FnIYFTF;lA <br />� <br />T <br />C71 <br />s <br />� <br />T <br />R.A.G. <br />AHU <br />(3) 2x4 #2 SPF w/ <br />K DTT2Z @ BASE <br />S3 <br />�_--� <br />IIN wall <br />IIx f-I <br />I ¢ <br />11 <br />11 1 1 <br />I 111f I <br />�-V_, <br />r <br />(i) <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />20,_q„ <br />1 <br />tO <br />T <br />S� <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />1 <br />I <br />I <br />I <br />CO <br />8'- <br />„C G <br />N <br />T <br />ILE <br />- � <br />OPT. D OPT. <br />__ ___- - <br />_---_ <br />HAN ON <br />BOX <br />A.F.F. <br />DRYER VENT <br />THRU ROOF <br />2668 7,_8„ <br />0 <br />00 <br />00 <br />17'-8" <br />S <br />60"x36" <br />SHOWER <br />w <br />5'-3 <br />" <br />82, <br />3' <br />10" <br />_1 <br />T-011 <br />o, <br />OU <br />m� <br />MW <br />' N <br />r <br />lI <br />OWNER'S SUITE <br />8'-0" CLG. B o0 <br />CARPET <br />0 <br />T <br />W. I. C. <br />8'-0" CLG. <br />CARPET <br />___ <br />---- R&S ---- <br />I <br />I <br />2 CAR GARAGE <br />8'-0" CLG. <br />2, 6„ <br />BUILDER TO <br />PROVIDE <br />0 APPLIANCE <br />PROTECTION <br />N WHEN REQUIRED <br />PER FBC <br />I <br />I <br />I <br />( <br />I <br />L T----------- <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />TYP @ <br />K GARAGE <br />S4 OPENING <br />.1 <br />- <br />'-0" <br />CLGL <br />5-SH - <br />6" DRT <br />0 <br />;�� j <br />F1 <br />11777 <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 />(2) - 2X8 #2 SYP W/ 1/2" <br />H2 <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 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 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 X25 <br />S.H. <br />13 <br />20 X 381 <br />18 J X 371 <br />S.H. <br />14 <br />20X501 <br />184X50 <br />S.H. <br />15 <br />20X63 <br />18JX624 <br />S.H. <br />16 <br />20 X 72 <br />18 J X 71 4 <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 i <br />26 x 50 <br />S.H. <br />11-15 <br />274X63 <br />26X621/2 <br />S.H. <br />11-16 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 � 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 4 X 50 i <br />36 4 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 4 X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 4 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />734 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 254 <br />S.H. <br />33 <br />54 X 381 <br />52 J X 371 <br />S.H. <br />34 <br />54 X 501 <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 X 62 <br />S.H. <br />36 <br />54 X 72 <br />52 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 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 />�A <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />CD <br />+28.3 / -36.4 <br />�E <br />+26.6 / -28.0 <br />+26.6 / -32.2 <br />OG <br />SEE SIN 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 />WALL LEGEND <br />TYP. 2x FRAME WALL <br />A H B I I I BEARING WALL <br />S3 <br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />55'-10" 8'-6" REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />SYSTEM <br />65'-0" <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 />FLOOR <br />PLAN <br />ELEV-Al <br />EXT FRAME 2 x <br />CONDITIONED CEILING <br />R-1KRAFT FACED <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />I GARAGE SEPARATION JR-11/13-13 KRAFT FACED <br />SCALE: )/4 r=1 ,-0n (GARAGE / LIVING) <br />r' <br />r <br />lyt t l �IOd�'f�fs <br />. '��,���glll�itl0y) <br />t <br />F \.CI <br />P <br />`?OF E S 5i0 <br />��9�U��'td�fl111lB91t\i°�' <br />�! <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 />Engineers signature and seal. <br />N <br />W <br />Q <br />v EE to cep <br />� � 8 N N ik <br />0 <br />J <br />N C LL <br />N J at <br />N <br />7 �; 0, <br />w fn o u- J a. <br />lL <br />a <br />6 m W (0 <br />LL LL `1 o. <br />Z <br />J <br />� Oaf <br />°o X 0 0 <br />Z� MW _j <br />_j Q a a <br />ILILrn <br />Z <br />0rn. <br />W co < N <br />M Z 00 <br />N <br />V ❑❑❑ <br />W <br />Z c�v o <br />z� <br />� o <br />J - <br />rz <br />to <br />N <br />z <br />Q� <br />Cb <br />LL <br />.{� <br />t. v <br />Z,; <br />W <br />� <br />U <br />OW <br />N <br />C y <br />W <br />8 <br />(Id <br />V o <br />m <br />®o <br />N <br />T I1 <br />o <br />w <br />M¢ <br />M <br />zo <br />z <br />QE <br />o <br />w� <br />Wo <br />�o <br />a <br />=s <br />Fm- <br />bE <br />o <br />o¢ <br />a <br />o° <br />�� <br />a Z <br />N�o <br />z <br />0 <br />Q <br />W. <br />•✓� no <br />=3 <br />c <br />c <br />-� <br />Z <br />m p. <br />z z <br />NJ <br />° <br />''¢w <br />2 <br />¢ <br />o <br />z <br />go <br />W <br />W 0 <br />y" <br />a <br />z <br />F <br />O <br />�Y <br />u <br />K= <br />dS <br />cD <br />o r <br />o <br />CV <br />J <br />� <br />'- <br />r <br />O <br />o <br />(� <br />m <br />2 <br />� <br />r <br />O <br />0 O <br />O <br />C.0 <br />r <br />•111 <br />ai <br />E <br />-Eca r <br />N <br />� .� <br />o <br />z <br />z <br />= <br />E <br />m <br />c <br />m <br />d <br />E <br />0 J <br />Q Q <br />J <br />JOB <br />NO: <br />20-8070 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />