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HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <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 />20X26 <br />18JX25" <br />S.H. <br />13 <br />20 X 38 J <br />18 4 X 371 <br />S.H. <br />14 <br />20X501 <br />18JX50 <br />S.H. <br />15 <br />20X63 <br />18JX62i <br />S.H. <br />16 <br />20X72 <br />182'X714 <br />S.H. <br />1 H2 <br />27 114 X 26 <br />26 X 25 J <br />S.H. <br />11-13 <br />271/4X38J <br />26x371 <br />S.H. <br />1H4 <br />27aX50i <br />26x50 <br />S.H. <br />11-115 <br />27JX63 <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 z X 25 1/2 <br />S.H. <br />23 <br />37 a X 38 i <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37JX50J <br />364X50 <br />S.H. <br />25 <br />37 J X 63 <br />36 J X 621/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 J X 71 1/2 <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 4 <br />S.H. <br />33 <br />54X38J <br />52JX37J <br />S.H. <br />34 <br />54 X 50 J <br />52 2 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />52 2'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 />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 />® <br />+29.7 / -32.2 <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />+28.3 / -37.0 <br />&E <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />0 <br />SEE SN SHEET O SEE SN SHEET <br />14 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 />111111111111111 <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 11131" (TRB) <br />1ST FLOOR LIVING AREA 1555 <br />LIVING TOTAL 1555 <br />GARAGE 408 <br />FRONT ENTRY 42 <br />TOTAL AREA 2005 <br />INSULATION REQ. <br />. LOCATION I 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 />FLOOR <br />PLAN <br />- <br />ELEV-B1 <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 />I GARAGE SEPARATION JR-11/R-13 KRAFT FACED <br />SCALE: Y4 l=1 1-011 (GARAGE / LIVING) <br />f=r <br />N <br />0 <br />CV <br />CN <br />CV <br />oa�L44iELiEf40 <br />0 <br />�q <br />E1 I <br />�bbb V'VkoPE ,ddd <br />3750 <br />a <br />I, <br />0 • , <br />` . <br />� <br />C) t 4 !,!P bbyb0 <br />i+•'jiidiit:����`' <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 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 />c) <br />f <br />6 <br />o f ol m <br />M 8 N Ioop�p <br />CO) j <br />0 � LJi. <br />G <br />m J <br />c? 3t W <br />a� <br />w a <br />co °' Y <br />JU_LL a <br />'V <br />_. <br />0 <br />0 <br />O <br />@ <br />C <br />% N O <br />m J <br />W <br />O ollK <br />� �� ¢¢¢ <br />Z <br />ILW <br />LLa <br />� MZ Xt„O <br />N <br />pV v_j ai <br />Z <br />W <br />El El <br />U � <br />W <br />M <br />z NINNER <br />O <br />z <br />z o <br />Q Y <br />J <br />a � <br />r <br />U) Ln <br />z <br />C7 o <br />��l <br />T�' <br />a <br />w <br />m <br />U <br />O-� <br />N <br />Ln <br />w <br />c <br />Lift <br />ra <br />rn <br />U � <br />W <br />L o <br />N <br />Z <br />® <br />Q o <br />Oco <br />N <br />O <br />W <br />MZ <br />o <br />w� <br />00® <br />o <br />0 <br />� <br />o� <br />° of <br />o M <br />CV <br />Q=z <br />o <br />¢ o <br />1... <br />(6 <br />_ iv <br />zOo <br />ym <br />m <br />m o <br />zz <br />zC <br />J <br />a ° <br />aw <br />�z <br />M <br />> <br />oaow <br />go <br />W <br />a <br />»>2� <br />< o <br />O <br />w <br /><F <br />�F <br />[Xo <br />w <br />zk <br />o� <br />U <br />c C:)0 <br />r1r <br />Om <br />CD <br />N <br />(0 <br />0 <br />W <br />� <br />O <br />0 <br />N <br />O <br />O <br />O <br />E f <br />o a <br />!} <br />C37 <br />r <br />Lo <br />= Q <br />r <br />LO <br />N o) <br />LO <br />r <br />= <br />rn N <br />r <br />w O <br />M <br />co <br />o <br />cc <br />CV <br />Z <br />z <br />E <br />Ecu <br />Nca <br />c <br />d <br />U _ <br />Q p <br />� <br />JOB <br />NO: <br />21-4271 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />