Laserfiche WebLink
L0 <br />00 <br />L0 <br />L0 <br />Cr <br />�2 <br />4- <br />C=) <br />C) <br />14- <br />to <br />00 <br />C:) <br />to <br />LO <br />LO <br />�2 <br />C=) <br />L0 <br />C� <br />LO <br />(D <br />Lr) <br />LL) <br />C-4 <br />C> <br />CL <br />E <br />E <br />9 <br />0 <br />CD <br />C14 <br />04 <br />C:) <br />Lo <br />9 <br />-0 <br />48'-0" <br />48'-0" <br />11 <br />9 <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X1 0 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.OE Fb=2950 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.OE Fb=2950 <br />(2) - 1 3/4" X 16" <br />LVL 2.OE Fb=2950 <br />(2) - 1 314" X 7 1/4" <br />LVL 2.OE Fb=2950 <br />(2) - 2X4 #2 SYP W1 112" <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 JX 25 4 <br />S. H. <br />13 <br />20 X 381 <br />184X37i <br />S.H. <br />14 <br />20 X 501 <br />18 17 X 50 <br />S. H. <br />15 <br />20 X 63 <br />18JX624 <br />S.H. <br />16 <br />20 X 72 <br />18 4 X 714 <br />S.H. <br />1112 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />11-13 <br />27 1/4 X 38 J <br />26 x 37 1 <br />S.H. <br />11-14 <br />27 J X 50 J <br />26 x 50 <br />S.H. <br />1115 <br />271 X 63 <br />26 X 62 1/2 <br />S.H. <br />11-16 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37JX26 <br />36 12 X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 4 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 />364X62 1/2 <br />S.H. <br />26 <br />37JX72 <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 J <br />S.H. <br />33 <br />54 X 38 J <br />52JX37i <br />S.H. <br />34 <br />54 X 50 J <br />52 7'X 50 <br />S.H. <br />35 <br />54 X 63 <br />52JX62' <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 />SH <br />DOUBLE 39X59 <br />79 X 59 <br />N/A <br />S.H. <br />SECOND FLOOR PLAN - ELEV-Bl. <br />SCALE: Y4"=1'-O" <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 R302.1 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 />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 />+29.7 -32.2 <br />+29.7 / -39.7 <br />(K) <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 />MPHJ <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 />1111111111177M MASONRY HGT. @ 8'-8" A.F.F. <br />TYP. 2x FRAME WALL <br />LL�L��� 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 1113111 <br />FIRST FLOOR LIVING AREA <br />1324 <br />SECOND FLOOR LIVING AREA <br />1762 <br />LIVING TOTAL <br />3086 <br />GARAGE <br />496 <br />ENTRY <br />30 <br />TOTALAREA <br />3612 <br />PATIO <br />24 <br />INSULATION REQ. <br />LOCATION <br />R-VALUIE / 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-11/R-13 KRAFT FACED <br />C%J <br />Cn <br />LU <br />C3 <br />P C= <br />cc <br />Cc <br />LJ_ Cl_ <br />cc <br />1.0-0 <br />C, 0 <br />Ac cu <br />E <br />lilt, "Itt, <br />.z <br />0% <br />X <br />L <br />C., <br />Q S, S I <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />d rawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition, Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and sea]. <br />W <br />E <br />0 <br />8, q <br />V <br />0 <br />UJ <br />C4 0) <br />-0 <br />CN CD <br />u, <br />U L.L EL <br />z <br />Lu <br />co C <br />9 <br />W <br />oj N 0 <br />0 0, <br />W <br />z <br />IL <br />05 oo <br />ZI) < <br />limu. <br />z <br />d 0 < 0 <br />0 co <br />W <br />El El <br />(D <br />arm% <br />< <br />Wul) <br />Q) <br />4-1 <br />C� <br />0 <br />LU C:, <br />9) <br />Ufa <br />Ln <br />5 <br />W <br />0 <br />. <br />0 <br />Cn <br />Midi <br />g <br />0 <br />z <br />U_ <br />E <br />z <br />< <br />C� E 8 <br />@ <br />CU <br />C', <br />0 <br />W <br />0 <br />E <br />< <br />z <br />CO <br />Z <br />W <br />< <br />0 -� <br />'0 <br />ox <br />I <br />z <br />2 <br />W <br />W <br />C> <br /><0 <br />I <br />0 <br />< <br />C:) <br />M <br />ID <br />> Co <br />LO <br />LO <br />co <br />< <br />(y) <br />CID <br />:3 C:) <br />0 <br />0 <br />C:) <br />Cn <br />CN <br />CIO <br />LO <br />< <br />+_J <br />0 <br />0 <br />U_ c) <br />N <br />C) <br />C) <br />Lo <br />.0 <br />CF) <br />00 <br />CD <br />00 <br />< <br />Lr) <br />00 <br />L0 L0 <br />E <br />M <br />z <br />E T_ <br />2 <br />cc <br />C: <br />ig <br />D_ <br />E <br />0 -�j <br />0 <br />0 _J <br />4i <br />'0 'Zi <br />_0 <br />< 0 <br />C: <br />C <br />W <br />_J <br />JOB <br />NO: <br />23-06140 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.2 <br />