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I III L_ ' 1' i, I L I!1 A I <br />v, <br />3 <br />v <br />a <br />rn <br />LO <br />L0 <br />v <br />7 <br />N <br />0 <br />0 <br />CD <br />CV <br />J <br />0 <br />x <br />Q <br />c" <br />to <br />rn <br />0 <br />C <br />I <br />0 <br />co <br />00 <br />0 <br />J <br />P2 <br />0 <br />C <br />1 <br />N <br />N <br />C) <br />LID <br />cn <br />0 <br />3 <br />a <br />N <br />0 <br />a <br />E <br />CID <br />CD <br />`o <br />c <br />c <br />J <br />d <br />0 <br />v <br />0 <br />t <br />N <br />N <br />CAD <br />v <br />0 <br />0 <br />a <br />0 <br />cp <br />rO <br />0 <br />d <br />0 <br />W <br />x <br />m <br />0 <br />N <br />55'-10" 8'-6" <br />15'-0" <br />VERIFY METER <br />A LOCATION WITH T-0" <br />S3 BUILDER NIA H.B. <br />n <br />60 <br />r <br />M° <br />�, <br />6"DPr <br />R&S <br />----------- <br />co VERIFY LOCATION <br />r------------ <br />W,H, `" ELECTRICAL PANEL <br />I <br />I <br />I <br />----@TYP @ <br />LINE <br />O <br />I <br />I <br />I <br />S4 GARAGE <br />' <br />OWNER'S SUITE <br />0. BAT <br />o <br />W.I.C. <br />BUILDER TO PROVIDE <br />2 6 APPLIANCE PROTECTION <br />I <br />I <br />I <br />OPENING <br />TB <br />s'-o" CLG. <br />a'-o° CLG. <br />8'-0° CLG. MIS <br />WHEN REQUIRED PER FBC <br />I <br />I <br />I <br />I <br />I <br />I <br />CARPET <br />TILE <br />P <br />CARPET <br />u,) <br />2 CAR GARAGE <br />I <br />I <br />I <br />=cn <br />� <br />I N <br />17'-8" <br />'-10" <br />3'-0" <br />T-8" <br />05 <br />8'-0" CLG. 3„ <br />20'-O$ <br />I <br />IL s <br />7g <br />OL <br />Mw <br />I <br />T-32" 81" 3'-10" <br />Ir <br />2668 <br />I I O I <br />2868 <br />HANSON <br />O <br />I p I <br />I <br />o <br />BOX @ 36" <br />EDGE OF SLAB 2" <br />I I <br />I <br />o <br />d <br />A.F.F. <br />BEYOND WALL S <br />O W <br />rn <br />to <br />60"x300 <br />6" N <br />DRYER VENT <br />S3 <br />I I <br />I I <br />I <br />I <br />EN <br />I, <br />THRU ROO <br />I > I <br />I <br />---------- <br />&S <br />00 G <br />00 S3 <br />(3) 2x4 #2 SPF w/ FIBERG <br />- <br />SS "' <br />I o l <br />I ro I <br />l <br />I <br />N <br />DTT2Z @ BASE RROU <br />D <br />I l l I <br />I I <br />'- <br />I <br />TP • <br />I/ l l <br />I I <br />I <br />TYP @ 1 STORY <br />5'-11$" I <br />4'-0" 1 <br />A <br />I/X �I <br />I NOTE: FINISHED I <br />I <br />1 /� I I A I <br />L Q (AWALLS <br />TO BE I <br />I <br />Md' <br />AHU <br />.N <br />L/`i V V h <br />I FLUSH. VERIFY IN I <br />I <br />7 <br />H <br />I CD <br />8'-0" CLG. <br />I- FIELD. I <br />I <br />I <br />TILE <br />----- <br />K <br />Jlff <br />D <br />1 <br />S3 (3) 2x4 #2 SPF w/ <br />3 S3 <br />�g6 28 <br />8 <br />DTT2Z @ BASE <br />FAMILY R M <br />R.A.G. <br />CD <br />t <br />O M <br />2:12 VAULTED CLG.` <br />j 9'-4" CLG. <br />`y <br />FOYER <br />j <br />FD <br />CARPET <br />3068 <br />o <br />T <br />A <br />ENTRY <br />in <br />23' 8" <br />3'-10" <br />7'-8" <br />10-10 <br />TILE <br />5, 6„ 4, „ <br />I <br />8'-0" CLG. <br />`f <br />I <br />-HDR AT T-4'_ <br />I ^ <br />- <br />- R&S - - - - - r` 2668 ib°° <br />--------- <br />_ IL�L- R&S <br />2668r------------ <br />4' 0" <br />11'-78" <br />6'-10" N <br />4'-7" 8'-8" N 5' 4" M <br />14'-6" 5,�„ c� I N T-6„ <br />I <br />I <br />1 5068 B.F. <br />4068 B.F. <br />;n <br />I <br />OPT. I <br />o <br />o <br />I o--------------------- <br />---- <br />REF. BEDROOM <br />2 <br />� � z <br />N o w o �� <br />U) <br />P TIO CAFE <br />____________� o <br />uJ ---� <br />, „ <br />�� z <br />�W <br />O <br />zo <br />8-o CLG. <br />BEDROOM 3 <br />P <br />BEDROOM 4 <br />�x <br />r�c7 <br />VAULT. CLG. �� <br />o o `O <br />N I D.W. I o0 <br />j CARPET <br />1 <br />8'-0" CLG. <br />BATH <br />I 8 0 CLG. <br />w <br />o <br />T <br />00 CARPET , <br />C O i 1 <br />' Q _ 3L - " - e '' <br />c�i > U SINKw/DISP <br />b`° <br />7 <br />CARPET <br />I 8'-0" CLG. <br />1 TILE 2" <br />~ CARPET <br />T <br />� <br />i <br />21'-2" <br />2, 2„ <br />2' „ 10,�„ <br />10'-42'" <br />2, 4, 1 5'-32" <br />VAULT. CLG. <br />0 Q,. ' <br />Ll:, <br />105 TP <br />I <br />■ i 10o <br />TILE N <br />�00PANTRY o <br />r <br />m <br />0 <br />1 TB <br />TYP @ 1 ;,, <br />i� <br />RANGE <br />8'-0" 'rw <br />^ <br />I <br />STORY r, <br />M <br />AC PAD <br />3 36 <br />FLAT CLG. Ino <br />TILE'D <br />1 <br />I FIBERGLASS <br />A <br />� <br />I <br />_ <br />----- O ---� <br />O <br />5-SH <br />1 SURROUND <br />I ch <br />S3 <br />i <br />16" DEEP <br />25-SH 25-SH <br />H B EGRESS EGRESS <br />A <br />OS3 O <br />29'-8" 15'-10" 19'-6" <br />65'-0" if <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 1/4 LVL <br />2.0E Fb=2950 <br />H6 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.0E Fb=2950 <br />H7 <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" <br />Follow Q/S4. See Plan for <br />RAG <br />FLITCH PLATE <br />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 />18 } X 25 } <br />S.H. <br />13 <br />20X38 <br />184X37J <br />S.H. <br />14 <br />20 X 50 <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 } X 624 <br />S.H. <br />16 <br />20X72 <br />18 X71} <br />S.H. <br />1H2 <br />27114X26 <br />26X254 <br />S.H. <br />11­13 <br />271/4X38J <br />26x371 <br />S.H. <br />1 H4 <br />27 J X 501 <br />26 x 50 <br />S.H. <br />1115 <br />27 } X 63 <br />26 X 62 1/2 <br />S.H. <br />1 H6 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37JX26 <br />36JX251/2 <br />S.H. <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 4 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 } X 62 1/2 <br />S.H. <br />26 <br />37JX72 <br />36JX711/2 <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 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 } <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 />TIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <br />FLOOR PLAN - ELEV-Al <br />SCALE: %4'=1'-0" <br />r4P_r1Arni NntAC <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 <br />Openings from a private garage directly into a room used for <br />sleeping purposes shall not be permitted. Other openings between <br />the garage and residence shall be equipped with solid wood doors <br />not less than 1-3/8" in thickness, solid or honeycomb -core steel <br />doors not less than 1-3/8" thick, or 20-minute fire -rated doors. <br />R302.5.2 Duct Penetration <br />Ducts in the garage and ducts penetrating the walls or ceilings <br />separating the dwelling from the garage shall be constructed of a <br />minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid <br />nonmetallic class 0 or classl duct board, or other approved <br />material and shall not have openings into the garage. <br />R302.5.3 Other Penetrations <br />Penetrations through the separation required in Section R302.6 <br />shall be protected as required by section R302.11, Item 4. <br />R302.6 Dwelling/Garage Fire Separation. <br />The garage shall be separated as required by Table R302.6. <br />Openings in garage walls shall comply with Section R302.5. <br />Attachment of gypsum board shall comply with Tab;e R702.3.5. <br />The wall separation provisions of Table R302.6 shall not apply to <br />garage walls that are perpendicular to the adjacent dwelling unit <br />wall: <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 <br />Outdoor swimming pools shall be provided with a barrier <br />complying with R4501.17.1.1 through R4501.17.1.14. <br />M1507.2 Re -circulation of Air <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />re -circulated within a residence or to another dwelling unit and <br />shall be exhausted directly to the outdoors. Exhaust air from <br />bathrooms and toilet rooms shall not discharge into an attic , crawl <br />space or 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 />OA <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />DE <br />+26.6 ! -29.1 <br />OF <br />+26.6 / -33.5 <br />OG <br />SEE SN SHEET OH SEE SN SHEET <br />1 t�Q 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 +29.7 / -39.7 <br />WALL LEGEND <br />�1111111♦1111111� • - <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" <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />ENTRY 20 <br />TOTAL AREA 2372 <br />PATIO 23 <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 />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 />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />N <br />� <br />0 <br />ar -c <br />� W <br />o t <br />- m <br />c LL- a <br />N N <br />N 07 O <br />4 <br />E s c <br />a, C, <br />io <br />a3i a) . <br />J W <br />Y tlJ <br />E <br />o <br />G J <br />O <br />At <br />Cl <br /><,N <br />L7 <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 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />fn <br />W <br />Q <br />0 E <br />8 <br />0 <br />0) 0 <br />4,7 O m N OrD <br />0% <br />N <br />c'nNo_ # <br />N <br />Q <br />�cov " <br />cJ w <br />� � a <br />w <br />-- a 4 <br />Z <br />n <br />I cCo <br />cr- c o <br />� <br />7 IN <br />N�pjm w <br />Z <br />ILW <br />00 co0 Q <br />Z <br />N OU <br />00 <br />W <br />❑ ❑ <br />V M � <br />Z N C) <br />O � <br />Z iz <br />Q <br />Ln <br />r <br />M <br />v <br />0 <br />o <br />u <br />+1 <br />w <br />U <br />O <br />N <br />w s <br />�N <br />U <br />W J <br />- E <br />=i <br />l� <br />t 8 <br />U 0 <br />'n Y <br />_ <br />0C <br />N 0 <br />S I� <br />o <br />z <br />w <br />LO <br />M <br />o3 <br />Z <br />< <br />c, E <br />o t <br />Zo <br />< <br />o <br />r6 <br />i <br />Z® <br />oa <br />cc6 <br />I- d <br />M� <br />wo <br />p <br />�_ro <br />CD <br />'<0� <br />'0 <br />U <br />° <br />K <br />2 <br />z <br />r0 <br />� L <br />w o <br />w <br />tt l <br />� ro <br />C/) C <br />¢ <br />o <br />©° <br />0 <br />v <br />OU <br />y2 <br />Zz <br />z <br />m J <br /><w <br />W <br />c� <br />T <br />O <br />1p <br />wLL <br />aU <br />NF <br />CK <br />~ tY <br />� <br />w <br />=3 <br />o <br />as <br />�Y <br />a° <br />V <br />O <br />o - <br />2 <br />c O <br />0 <br />TU <br />2 <br />N <br />> <br />' ^ <br />�.�1' <br />Of <br />�\LO <br />M <br />U <br />00 <br />co <br />O <br />=3 <br />O <br />Y <br />Cr CV <br />o <br />N <br />N/� <br />O <br />L,1 , <br />T- <br />Q <br />}/ <br />� M <br />V <br />r <br />co N <br />O <br />�] <br />m <br />Ln <br />•-- <br />T <br />LLO L <br />m <br />m <br />w <br />00 <br />CO <br />o <br />Z <br />Z <br />:3 <br />E O <br />c <br />E <br />d <br />U J <br />Q 0 <br />J <br />JOB <br />NO: <br />23-06133 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />