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0 <br />0 <br />v <br />S3 <br />' OWNER'S SUITE <br />8'-0" CLG. <br />CARPET <br />I iy <br />00 <br />M S3 (3) 2x4 #2 SPF w/ <br />`" DTT2Z @ BASE <br />TYP @ 1 STORY <br />A <br />S3 <br />� I <br />CO M 2:12 VAULTED CLG. _ <br />`v <br />to <br />I <br />FAMILY RM <br />9'-4" CLG. <br />CARPET <br />TI <br />60"x36" <br />N SHOWE <br />FIBERGLASS <br />SURROUND <br />in <br />in <br />10" <br />0 15-SH °P - - - - R&S - - - - <br />6" DP - <br />R.A.G. <br />T-10" <br />W.I.C. <br />8'-0" CLG. r�r� <br />CARPET _L'M <br />rn <br />T-8" <br />2668 I <br />HANSON 1 <br />BOX @ 36" <br />A.F.F. <br />DRYER VENT <br />THRU ROO <br />T-8" <br />I <br />I I <br />I <br />I <br />R&S <br />4'-01, <br />11'-73" <br />I <br />i, <br />6-10" iv <br />--------------- <br />4'_7„ <br />8,_8" N <br />I <br />I <br />5068 B.F. <br />1 <br />I <br />OPT. <br />I <br />REF. <br />BEDROOM <br />2 <br />PATIO <br />CAFE <br />o <br />c===--_==_===� <br />w <br />F <br />I <br />8 -0 CLG. <br />VAULT. CLG. <br />D.W. 100 <br />CO <br />1 <br />I <br />CARPET <br />(n <br />CARPET <br />N; <br />U <br />3L <br />_ 24 - � <br />8 3 <br />b„ <br />OC oSI <br />Kw! <br />ISP <br />i <br />f <br />LO <br />i <br />21'-2" <br />ar <br />10'4" <br />r�v <br />TIE <br />t• <br />■ <br />�i I00 <br />NT <br />Y <br />W <br />i <br />N <br />- <br />MQ <br />FLAT <br />C <br />L <br />. <br />36 36 <br />CO <br />AC PAD <br />i� <br />_____ <br />O O <br />16" DEEP <br />BUILDER TO <br />CO PROVIDE <br />W.H. `" <br />APPLIANCE <br />01 <br />PROTECTION <br />WHEN REQUIRED <br />PER FBC <br />2 <br />CAR GARAGE <br />8'-0" CLG. <br />Zo'-o- <br />"-EDGE OF SLAB 2" <br />BEYOND WALL <br />K <br />S3 <br />L- -Ir- -1 <br />I A I <br />I I 1 I <br />I � q�I <br />I/X-�(?;c-fl <br />u�Q�l <br />S3 (3) 2x4 #2 SPF w/ <br />DTT2Z @ BASE - <br />10'-108' in <br />-HDR AT T 4" <br />2668 <br />c'' 14'-6" <br />BEDROOM 3 <br />8'-0" CLG. <br />CARPET <br />10'-41" <br />00 <br />A <br />EGRESS <br />EGRESS <br />OS3 <br />A <br />O <br />15'-10" <br />rl-------- <br />I O <br />I <br />I o <br />II <br />I <br />I 0 <br />I <br />II X <br />I CD <br />I T <br />I <br />I <br />II <br />NOTE: FINISHED <br />WALLS TO BE <br />FLUSH. VERIFY IN <br />IT�FIIEELLD. <br />S3 It � 1-� <br />100 <br />TYP <br />j @ <br />S4 GARAGE <br />I OPENING <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />ENTRY <br />1 <br />8'-0" CLG. <br />I <br />I <br />MINE <br />. O <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 />20X38J <br />182X37 <br />S.H. <br />14 <br />20X501 <br />184X50 <br />S.H. <br />15 <br />20 X 63 <br />18 # X 62 <br />S.H. <br />16 <br />20 X 72 <br />18 J X 714 <br />S.H. <br />11-12 <br />271/4X26 <br />26X25 <br />S.H. <br />11-13 <br />271/4X38J <br />26x37 <br />S.H. <br />11-14 <br />27JX50J <br />26x50 <br />S.H. <br />11-15 <br />27JX63 <br />26X621/2 <br />S.H. <br />11-16 <br />27X72 <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 381 <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />36 J 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 />73 J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 4 <br />S.H. <br />33 <br />54 X 38 i <br />52 4 X 37 i <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 J X 624 <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 />BLOCKS EVERY OTHER COURSE <br />FLOOR PLAN - ELEV-Al <br />SCALE: %4'=V-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 1-3/8" 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 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 />A <br />O <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />+28.3 / -30.8 <br />O <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />�F <br />+26.6 / -33.5 <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 />+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 "Al (TRA) <br />1ST FLOOR LIVING AREA <br />LIVING TOTAL <br />GARAGE <br />FRONT ENTRY <br />TOTALAREA <br />INSULATION REQ. <br />1936 I <br />1936 <br />416 <br />20 <br />2372 I <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 />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 />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />O <br />O <br />O <br />At <br />• <br />S E ••. <br />• <br />tip . <br />L:a <br />UQca <br />\�_ <br />le <br />! .- <br />0E5S10 <br />4 v'��r6dF9lIdif't�r������E <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. 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