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OU) Cr <br />MW <br />TYP @ 1 STORY <br />/ A 1 <br />65'-0" <br />A <br />OWNERREE <br />CA - -ET CLG.■�i'■■■■■!�■ <br />I <br />' . - <br />OWN <br />'.'�•�NI:;�Nt�NMNNMI <br />_ <br />' 1 <br />HANSON <br />DRYER <br />■■�� - 11 ,l • - � <br />.� <br />_ ` ■���■' <br />■I <br />1 <br />2:12 VAULTED CLG. <br />AH <br />cm <br />FAMILY R M R.A.G. <br />9'-4" CLG. <br />CARPET <br />lk <br />23'-8" io T-10" <br />BUILDER TO <br />CO PROVIDE <br />W.N. `V APPLIANCE <br />p PROTECTION <br />2_6" WHEN REQUIRED <br />PER FBC <br />2 CAR GARAGE <br />8'-0" CLG. <br />20'-0$" <br />-EDGE OF SLAB 2" <br />BEYOND WALL <br />DK <br />S3 <br />I 11 I <br />L--J <br />JL <br />I <br />I <br />I <br />I <br />i <br />--------------- <br />R&S <br />i. 2668 <br />4'4" <br />1 V-711 <br />6-10" iv <br />4'-7" <br />8'-8" iv <br />5'4" <br />I <br />I <br />5068 B.F. <br />I <br />OPT. I <br />1 <br />I <br />'------------------- <br />- <br />- <br />- <br />REF.- <br />BEDROOM <br />2 <br />PATIO <br />CAFE <br />�' <br />c------------] <br />- <br />0 <br />W <br />r---� <br />8'-0"CLG. <br />oCLG <br />VAULT. . <br />r <br />I <br />D.W. I <br />o <br />o <br />:3 <br />I <br />I <br />CARPET <br />U) <br />CARPET <br />I <br />Q <br />c�i > <br />U <br />3L <br />- :, - <br />$ <br />a <br />l <br />b <br />O <br />�' <br />SINKwl <br />ISP <br />I <br />r <br />� <br />i' <br />21'-2" <br />2'- <br />" <br />2'- <br />' <br />10'-4" <br />Ilk <br />"' <br />TI <br />E <br />�0`5 <br />P <br />NT <br />Y <br />wRANGf <br />0oF <br />T <br />L .,n_36 <br />L00i <br />36(Q-5-SH <br />I <br />O 0 <br />--- ` <br />16" DEEP <br />. <br />M. <br />25-SH <br />EGRESS <br />0 <br />A <br />K <br />�3 (3) 2x4 #2 SPF w/ <br />DTT2Z @ BASE - <br />10'-1 <br />HDR AT 7'-4'_ -:: <br />Tb� <br />'> i d' <br />BEDROOM 3 <br />8'-0" CLG. <br />CARPET <br />10'41" <br />15'-1 <br />1 <br />(------------ <br />I <br />I <br />I <br />II <br />I <br />I <br />I <br />I <br />I <br />1I <br />I O <br />I O <br />I o <br />l l <br />O = <br />I cr <br />I O0 <br />I <br />I I X <br />I � <br />I <br />I <br />I <br />II <br />NOTE: FINISHED <br />WALLS TO BE <br />FLUSH. VERIFY IN <br />FIELD. <br />AS3 j�S3_LG.T. - <br />CL <br />a <br />to N 05 0 W <br />I <br />u <br />IO2 <br />m <br />1 LY <br />= 00 <br />I <br />r <br />o <br />I <br />25-SH <br />EGRESS <br />0 <br />■ <br />2668 <br />5'-4" <br />FIBERGLASSASS <br />SURROUND' <br />V-7" <br />3" <br />V-4" <br />1 <br />7-7" <br />KP@ <br />S4.GNARAGE <br />OPENING <br />F_:I <br />di <br />U) <br />� L6 <br />M� O <br />W <br />TYP @ 1 <br />STORY <br />/ A 1 <br />io <br />C1 <br />in <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) - 1 314" 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 />20X26 <br />184X254 <br />S.H. <br />13 <br />20X38J <br />184X37J <br />S.H. <br />14 <br />20 X 50 J <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />18JX62J <br />S.H. <br />16 <br />20 X 72 <br />18 4 X 71 4 <br />S.H. <br />11­12 <br />271/4X26 <br />26X254 <br />S.H. <br />i H3 <br />27 1/4 X 38 J <br />26 x 3711 <br />S.H. <br />1 H4 <br />27 J X 50 J <br />26 x 50 <br />S.H. <br />1H5 <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 J X 25 1/2 <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 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 />37JX72 <br />364X711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 � X 25 � <br />S.H. <br />33 <br />54 X 38 J <br />52 4 X 37 i <br />S.H. <br />34 <br />54 X 501 <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 J <br />S.H. <br />36 <br />54 X 72 <br />52 J 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 />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 1-3/8" 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 Table 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 />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 />® <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 />OE <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />OG <br />SN SHEET OH SEE SN SHEET <br />140 MPH <br />ii <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 />MASONRY HGT. @ 8'-0" A.F.F. <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 "131" (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 R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />FLOOR PLAN ELEV-Bl EXT FRAME 2 x I R-13 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />SCALE: %4"=1 '-011 (GARAGE / LIVING) <br />o <br />O <br />61 k, 4 g f G �'C Ft!jlf <br />Apt• o�l�`+� <br />� d <br />J r <br />ou <br />m.♦ <br />LO�* o <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. 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 />Q <br />U) <br />"r E <br />o roi 8 ro r <br />N <br />0 <br />O CV J <br />W, N# t W <br />W <br />rn�[-�_ w a <br />LL a <br />a <br />co V Y <br />co LL LL a. 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