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W10 <br />1- . <br />10'-5" <br />12'-0" <br />OACPAD <br />STEP <br />SHEARWALL <br />T <br />JIBERGLASS <br />URRO <br />L X. <br />- - - - - - - <br />5-SH R&S <br />tu EQ <br />H.B. <br />TYP @ 1 STORY IQ <br />ANA 1" <br />0 25-SH ) TYP @ 2 STORY <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />(2) - 2XIS #2 SYP W/ 1/2' <br />FILITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br /><@>(2) <br />- 2XII 0 #2 SYP W/ 1/2" <br />FILITCH PLATE <br />(2) - 2XII 2 #2 SYP W/ 1/2" <br />FILITCH PLATE <br /><e>(2) <br />- 13/4" X 11 1/4 LVL <br />2.OE Fb=2950 <br />(2) - 13/4" X 9 1/4" <br />LVL 2.OE Fb=2950 <br /><e>(2) <br />- 13/4" X 16" <br />LVIL 2.OE Fb=2950 <br />(2) - 13/4" X 7 1/4" <br />LVIL 2.OE Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" <br />Follow Q/S4. See Plan for <br />RAG <br />FILITCH PLATE <br />Bearing Wall Call Out When <br />I <br />, Straps are Required <br />VERIFY W1 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 />18JX254 <br />S.H. <br />13 <br />20X38J <br />18JX37J <br />S.H. <br />14 <br />20 X 501 <br />18JX 50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 4 <br />S.H. <br />16 <br />20 X 72 <br />18 4 X 714 <br />S.H. <br />11-12 <br />27 1/4 X 26 <br />26 X 25 J <br />S.H. <br />111-13 <br />27 1/4 X 38 J <br />26 x 37 1 <br />S.H. <br />IIH4 <br />27 JX 501 <br />26 x 50 <br />S.H. <br />11-15 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />1H6 <br />27JX72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 4 X 38 J <br />36 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 J X 62 1/2 <br />S.H. <br />26 <br />37JX72 <br />36 J X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75"TALL <br />73 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 X 25 J <br />S.H. <br />33 <br />54 X 38 J <br />52JX 37J <br />S.H. <br />34 <br />54 X 501 <br />524X50 <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 <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. <br />FIRST FLOOR PLAN - ELEV-Bl_ <br />SCALE: Y4"=V-0" <br />General Notes <br />R302.5 Dwelling/Garage Open ing/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 R302.1 1, 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 />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 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 />+29.7 -32.2 <br />+29.7 / -39.7 <br />+28.3 -30.8 <br />+28.3 / -37.0 <br />+26.6 -29.1 <br />+26.6 / -33.5 <br />SEE SN SHEET 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 +29.7 / -39.7 <br />WALLLEGEND <br />MASONRY HGT. @ 9'-4" 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 11B 1 " <br />FIRST FLOOR LIVING 1816 <br />SECOND FLOOR LIVING 1510 <br />LIVING TOTAL 3326 <br />GARAGE 453 <br />ENTRY 66 <br />TOTALAREA 3845 <br />PATIO 24 <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-1 1 /R-1 3 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-1 1/R-13 KRAFT FACED <br />CD <br />CP <br />> LU <br />C* <br />CL <br />CL. <br />C4 <br />Co <br />LZ <br />402 C�4 <br />C= <br />C-4 <br />W CL <br />CD <br />CU, <br />Cr <br />E <br />'Y <br />V <br />ot <br />cc <br />U <br />4 <br />0 <br />00111\ <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. 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