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b <br />s <br />rn <br />L0 <br />LO <br />v <br />cn <br />a <br />00 <br />0 <br />0 <br />J <br />CD <br />0 <br />N <br />a <br />L0 <br />LO <br />Cr <br />U) <br />0 <br />N <br />oro <br />9 <br />N <br />0 <br />I <br />N <br />LO <br />L0 <br />0 <br />r <br />V) <br />a <br />N <br />O <br />0 <br />G <br />c <br />J <br />0 <br />r7 <br />12 <br />v <br />v <br />c <br />vl <br />0 <br />i <br />a <br />a <br />t5 <br />J <br />N <br />O <br />S <br />v <br />a <br />0 <br />a <br />N <br />O <br />h <br />0 <br />W <br />m <br />v <br />cn <br />a c, ()" <br />V V -V <br />55'-10" 8'-6" <br />01 <br />10. <br />01 <br />VERIFY METER <br />A LOCATION WITH T-0" <br />S3 BUILDER H.B. <br />LtAW <br />iio <br />'r <br />I <br />36 <br />---- R&S_---- <br />VERIFY LOCATION <br />------------ <br />3fi <br />N ELECTRICAL PANEL <br />I <br />1 <br />TYP @ <br />r65'L'SD <br />{K <br />------- <br />_0 <br />.._.�..-- <br />�A1" <br />W.I.C. <br />I <br />BUILDER TO PROVIDEO <br />2 -6 APPLIANCE PROTECTIONOPENING <br />S4 GARAGE <br />V V NER S SUITE <br />TB <br />$'-0"CLG. M,q <br />I <br />WHEN REQUIRED PER FBC <br />I <br />I <br />I <br />CARPET <br />t <br />TIE <br />--_-- _ _._--j <br />_. <br />T <br />CARPET <br />; <br />2 CAR GARAGE <br />I <br />I <br />I <br />U) <br />OCnW <br />_ <br />17'-8" I r <br />- <br />1 <br />r - <br />-� <br />_i <br />` <br />.- ,� <br />ry- <br />_ <br />r <br />T-8" <br />I <br />1 <br />8 -0 CLG. s <br />20'-O$" <br />I <br />I <br />I <br />51 <br />�$ <br />I <br />-- t �- <br />r <br />,____ <br />-5 =3 ;-� <br />�� � 21 <br />� ! <br />���0� <br />w 2668 <br />I <br />I <br />I � <br />I <br />I <br />MO <br />`'' w <br />I <br />HANSON <br />I <br />0 <br />1 <br />1 <br />1 <br />b <br />I <br />j <br />; <br />BOX @ 36" <br />EDGE OF SLAB 2" <br />Q <br />o <br />- <br />-- <br />A.F.F. <br />I <br />BEYOND WALL <br />( O= <br />I <br />I <br />o <br />rn <br />_ _b <br />DRYER VENT <br />S3 T <br />I w <br />I <br />I <br />60"x36" <br />EN <br />SHOWER <br />! <br />THRU ROO <br />I <br />I > <br />I <br />I <br />----- <br />00 <br />00 <br />(3) 2x4 #2 SPF w/ <br />FIBERGLASS <br />M' <br />r-I �/17- <br />1I <br />1I <br />DTT2Z @ BASE <br />RROU <br />TO <br />t / 1 <br />11 1 I <br />I <br />I <br />I <br />TYP @ 1 STORY <br />JL - <br />__... 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VERIFY IN <br />FIELD. <br />I <br />I <br />r <br />� <br />I= <br />C71 <br />in <br />I <br />X <br />- <br />-, <br />I <br />I <br />I <br />C <br />(3) 2x4 #2 SPF w/ <br />! <br />3 S3 <br />r <br />28 <br />8 � <br />DTT2Z @BASE <br />- <br />FAMILY R M <br />R.A.G. <br />-� - <br />o <br />- <br />- <br />- <br />0 <br />QLO <br />N <br />2:12 VAULTED CLG. <br />; <br />9'-4" CLG. <br />CARPET <br />3068 <br />I <br />� <br />1 <br />9'-41'cLG. <br />0 <br />i <br />ENTRYCP <br />LO <br />23'-8" <br />3'-10" <br />T-8" <br />. <br />10'-10 s ,r, <br />l <br />T <br />T_..--6 <br />LE-= - <br />7 ,. <br />4, 4„ <br />1 <br />8'-0" CLG. <br />T 1 <br />I <br />I <br />-HDR AT 7'-4" <br />_ <br />R&S <br />2668 ib°� <br />T r <br />2668 f T ----- R&S ---- <br />4'-0" <br />11' 7s <br />I 6'-10" N <br />4'-7" 8'-8" iv 5'-4" " <br />_, _, <br />14'-6" 5'-4" �' I `" T-6" <br />' I <br />� 1 5068 B.F. <br />4068 B.F. <br />;n <br />o <br />I <br />OPT. <br />REF. I <br />o <br />to =a z y <br />701 <br />61 <br />o <br />i <br />PATIO CAFE <br />----- <br />--_--__- - - <br />- <br />OIVI <br />"' <br />0 <br />N <br />�� <br />VAULT. CLG. ! <br />,� o <br />---� <br />I o o CO <br />00 <br />-10 <br />1 8 o cLG. <br />1 CARPET <br />BEDROOM 3 <br />-' - <br />7 <br />l <br />BEDROOM 4 <br />I 8'-0" CLG. <br />Lo° <br />W <br />o <br />O i <br />N <br />I D.W. I <br />Y-- <br />------_}- I <br />8'-0"CLG.Af <br />-B=CJ"�:CU. <br />~ <br />co CARPET <br />LO 00 (� �� I <br />r Q <br />c� > <br />J <br />U <br />3� _ 3< _ ,6 3 <br />SINKw/bISP ; <br />�i� <br />Y o <br />i I <br />CARPET <br />I ° <br />V E 2" <br />CARPET <br />Lun)i <br />21' 2" <br />_ <br />2'-2" 2'- 10'4" <br />2 <br />2'-4' <br />i M� <br />--VAULT ILG - -I <br />- <br />t� <br />106 �P <br />I <br />�' <br />■ l 00 <br />' TILE <br />- - - -N <br />�,q,' <br />P' NT� Y a <br />r <br />m <br />00 <br />1 <br />1 6 - - <br />TYP <br />-- - <br />N <br />-- - ; RANGE-- - - <br />W <br />W <br />-- 0 <br />FLAT C'L . 6- <br />r <br />r <br />to <br />I <br />STORY <br />A <br />1 <br />36 <br />_ <br />36 <br />M <br />i <br />p <br />-�5-SHSURROUND <br />FIBERGLASS <br />UACPAD, <br />O O <br />r <br />r <br />• <br />I <br />�!S31 <br />ch <br />16" DEEP <br />25-SH <br />H B EGRESS <br />25-SH <br />EGRESS <br />O <br />A 0 <br />S3 <br />29'-8" <br />15'-10" <br />19'-6" <br />65'-0" <br />0. <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/ 112" <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 J X 25 4 <br />S.H. <br />13 <br />20 X 38 J <br />18 1 X 371 <br />S.H. <br />14 <br />20 X 50 J <br />18 I X 50 <br />S.H. <br />15 <br />20X63 <br />182X62J <br />S.H. <br />16 <br />20 X 72 <br />181X 71' <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 4 <br />S.H. <br />1H3 <br />271/4X38J <br />26x3711 <br />S.H. <br />11-14 <br />27JX50J <br />26x50 <br />S.H. <br />1H5 <br />274X63 <br />26X621/2 <br />S.H. <br />11-16 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 4 X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 JX 38 i <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 1 <br />36 J 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 a X 72 <br />364 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 J WIDE <br />S.H. <br />32 <br />54X26 <br />52JX254 <br />S.H. <br />33 <br />54X38J <br />52JX37Jq <br />S.H. <br />34 <br />54 X 50 s <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52gX62g <br />S.H. <br />36 <br />54 X 72 <br />52 � X 714 <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 />Ff]TIE 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 <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 1-318" 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 />to Structure(s) Supporting Floor/Ceiling Assemblies- Not Less <br />than 1/2" Gyp. Bd. or equivalent, <br />to 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 />M 1507.2 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 />+29.7 / -32.2 <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />+28.3 / -37.0 <br />+26.6 / -29.1 <br />+26.6 / -33.5 <br />�G <br />SEE SN 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 />+29.7 / -39.7 <br />WALL LEGEND <br />�II�N11111111�1� - .:. <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 <br />416 <br />ENTRY 20 <br />TOTAL AREA 2372 <br />PATIO <br />INSULATION REQ. <br />LOCATION I R-VALUE/TYPE <br />EXT CONC WALL <br />EXT FRAME 2 x 4 <br />EXT FRAME 2 x 6 <br />CONDITIONED CEILING <br />23 <br />R-4.1 HIGH PERM <br />R-11/R-13 KRAFT FACED <br />R-19 KRAFT FACED <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />M <br />cu . <br />00 <br />C= <br />a: a <br />w <br />,CL- <br />C. <br />UN C3 O <br />`ari.' 8) <br />a <br />m chi o <br />N s <br />= E <br />C o <br />f1 <br />i <br />O <br />r" <br />O <br />N <br />E%i' <br />®,,i o, j M <br />No P <br />8750 r <br />c-nC.F <br />09 <br />,sp <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 Florida Building Code - <br />Residential 7th 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 />W <br />at <br />E N. <br />N N r <br />0 <br />N� o ac <br />5�� n " <br />N <br />(�A/ <br />0 °- ii <br />�M� � w <br />07 <br />z <br />- $ 0 O <br />0 <br />Z <br />® <br />ig <br />Z N � O <br />=. o <br />Co <br />W <br />f6 N f0 Q <br />roga, d <br />IL <br />w <br />0 N Z Q <br />M <br />_Z <br />N U U) F <br />O o ❑❑❑ <br />Z <br />W <br />CD <br />N O <br />o a <br />� N <br />1 <br />rl� <br />J - <br />13 <br />U) V) <br />- N <br />M <br />: o <br />C9 0 <br />+-1 <br />LIJ Cc <br />.� <br />U <br />O <br />N <br />w C, <br />wees <br />w <br />oil <br />f- Jm <br />x® <br />0 <br />C)10 <br />N aT <br />ow <br />CO <br />4 <br />o <br />Z <br />< <br />Q ® <br />wo <br />o0 <br />}� <br />z© <br />co <br />g <br />0o <br />o E <br />as <br />ao <br />o1 <br />az <br />l�� <br />-� <br />¢o <br />W. <br />¢z <br />mo <br />J <br />Zz <br />aw <br />$ <br />ao <br />MEN <br />min <br />A <br />ww <br />m <br />oz <br />13 <br />a <br />wad <br />0 <br />O <br />= <br />LO <br />LO <br />ai <br />ca <br /><Cca <br />00 <br />COO <br />M <br />�^' <br />C:)r <br />� <br />U) <br />m <br />m <br />LO <br />co <br />QI <br />Q <br />N <br />O <br />N <br />n <br />LO <br />Q <br />lotCV) <br />s- <br />E <br />w <br />c 00 <br />co <br />o <br />Z <br />z <br />E <br />m <br />E <br />U <br />"a �? <br />C <br />c <br />iz <br />Q i3 <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />