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23'-6" <br />25'-0" <br />1 <br />D2 <br />D2 <br />J TYP @ 2 STORY <br />O <br />H1 <br />D2 <br />D2 <br />EXT. WALLS TO BE <br />TYP <br />CORNERS <br />S6 <br />2X4 #2 SPF @ 16" <br />25 <br />SH <br />O.C. 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BATH!inS <br />c=n _ <br />L7i <br />00 <br />I �` U I I <br />- -- 8 -; <br />! <br />U: <br />m <br />0 <br />W <br />N <br />H 1 <br />O <br />N <br />8'-0" FLAT CLG.- I <br />1 <br />I °C <br />Uc�LGT� <br />-j s' 9 t <br />4 <br />b0 <br />`n <br />3'-0" <br />� I <br />omo <br />I <br />ohoaI <br />2 a <br />TILE j <br />- 1 <br />2668 <br />I <br />W. 1. C. I <br />OPT. D P <br />7 <br />y <br />I <br />D2 q <br />-- <br />ov <br />- ' C _ <br />8'-0" FLAT CLG.-- <br />l <br />r <br />CARPET <br />R.A.G. <br />I <br />J <br />fn w uJ <br />Z <br />00 <br />f co <br />2068 B.F. T-- <br />u <br />N I <br />J <br />ROOF G.T. <br />- <br />- <br />-- <br />----- <br />- - - <br />- - - - - - - - - <br />R&S@ <br />HANSON BOX <br />36" A.F.F. <br />I <br />I <br />2868 DRYER VTR <br />o <br />I <br />U. <br />OWNER'S SUITE <br />+42"SLOPING <br />LOFT 'u_ <br />O <br />8'-0" FLAT CLG. <br />HALF WALL <br />O <br />8'-0" FLAT CLG. <br />o <br />CARPET <br />---__ <br />8 <br />CARPET <br />----- <br />--I <br />-----� I <br />I <br />TYP @2STORY <br />A <br />1 <br />-----41 I fi <br />- -- <br />I <br />- - - <br />C?J <br />F- <br />S6 <br />00 <br />W <br />w <br />00 <br />-- -51 5Lh <br />- -- I <br />is <br />Cr <br />0 <br />w <br />I <br />-- --6 1 4 <br />711 3 <br />- <br />- -- <br />I <br />I <br />= O <br />H1O <br />co <br />81 2 <br />- --9 <br />I I <br />coH1 <br />6 <br />) <br />I <br />11----- <br />----- 10 <br />� 600 <br />I <br />F- <br />D2 <br />II <br />II <br />6 <br />D2 <br />N <br />2 <br />'-212 " <br />, <br />3 <br />I <br />cD <br />-71 <br />2 <br />I <br />J TYP @ 2 STORY <br />1 <br />3 <br />S6 <br />8 <br />3 <br />D2 <br />D2 <br />42'-0" <br />6-0" <br />lot <br />10. <br />48'-6" <br />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 91 /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 i <br />S.H. <br />13 <br />20X38J <br />18JX37J <br />S.H. <br />14 <br />20 X 501 <br />18 } X 50 <br />S.H. <br />15 <br />20 X 63 <br />184 X 62 4 <br />S.H. <br />16 <br />20 X 72 <br />18 } X 714 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 4 <br />S.H. <br />1 H3 <br />27 1/4 X 38 J <br />26 x 371 <br />S.H. <br />1 H4 <br />27 J X 501 <br />26 x 50 <br />S.H. <br />11­15 <br />27JX63 <br />26X621/2 <br />S.H. <br />1H6 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 4 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 1 <br />36 } 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 />37JX72 <br />36JX711/2 <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 } X 37 J <br />S.H. <br />34 <br />54 X 501 <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 } <br />S.H. <br />36 <br />54 X 72 <br />52 } 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.H. <br />SECOND FLOOR PLAN - ELEV-Al <br />SCALE: 14"=1'-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 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 8 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 />(_A <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />Q <br />+28.3 / -30.8 <br />O <br />+28.3 / -37.0 <br />DE <br />+26.6 / -29.1 <br />( <br />+26.6 / -33.5 <br />GC� <br />SEE SN SHEET u 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 />WALL LEGEND <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 "A1" <br />FIRST FLOOR LIVING AREA 1324 <br />SECOND FLOOR LIVING AREA 1768 <br />LIVING TOTAL 3092 <br />GARAGE 496 <br />ENTRY 55 <br />TOTAL AREA 3643 <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-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-111/R-113 KRAFT FACED <br />cN,.l <br />C= <br />N <br />00 o <br />N -a <br />w -o <br />U C2, � o <br />C:) <br />.d rfl X <br />C L.L. Q <br />N ca O <br />N do <br />Q J N Y <br />3 L N <br />J <br />1 <br />rs u <br />G O <br />� ca T <br />N ¢' <br />c <br />o <br />d U <br />AtAN <br />V <br />rC7pp <br />_C) <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 <br />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 />W <br />Lo 0 t� <br />M ,� <br />N yM u <br />Q C J LL W <br />FL <br />v4 �; <br />13 13 <br />50 g - <br />i 1:22G <br />Wg r-� ' 0 <br />z � MZdJ <br />L <br />N Or U <br />* <br />W pp <br />0 R <br />z N <br />z � <br />z <br />a G <br />cl- <br />N <br />N z <br />LLJ <br />J _ <br />w <br />U <br />a <br />SO LLJJ <br />1--- L 8 <br />U <br />• <br />C <br />N ih <br />s <br />�W <br />M <br />i <br />o <br />zo <br />Z <br />� <br />Qao <br />go <br />Z® <br />o a <br />E V <br />Z <br />O E <br />N--.¢Wgzx <br />ai <br />1z <br />. <br />o <br />�g <br />c <br />C <br />0 <br />N o <br />oz <br />z� <br />>z <br />z <br />J <br />�i <br />e <br />oa <br />z <br />ao <br />W <br />a <br />v � <br />�a <br />�o <br />mw <br />sk <br />r- <br />7 <br />7� <br />MJ <br />co <br />of ¢¢ <br />z < <br />a <br />0 <br />c Q <br />� <br />> (D <br />N <br />LO <br />^ <br />Y! <br />` <br />Q <br />0 <br />Fes- <br />00 <br />a <br />T <br />0 m y <br />CV <br />L 1 <br />r- <br />N <br />csi <br />LO <br />04 <br />Q) <br />0 <br />CD o <br />LO <br />M <br />Q I- <br />LO ooT <br />E <br />c M <br />00 <br />Z <br />co <br />w <br />E <br />0-0 <br />E ti <br />Q p <br />JOB <br />NO: 22-09413 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.1 <br />