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0) <br />L0 <br />L0 <br />0 <br />5_4 <br />CD <br />C-4 <br />r4r) <br />21 <br />t2 <br />i� <br />In <br />C'4 <br />L0 <br />31-- <br />C <br />5_4 <br />FL <br />E <br />E <br />2 <br />CL <br />L <br />r7_1 <br />9 <br />TYP @ 1 STORY <br />�-HANSON BOX -DRYER VTE <br />T / @ 36" AFF 7 <br />TYP @ 2 STORY <br />T <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />T H.B. <br />, <br />CD <br />. <br />III <br />3'-0" <br />SH. <br />Lu <br />W.H. <br />(R__ <br />L WS <br />C14 <br />VERIFY LOCATION <br />- - - - - - - - - - - - - <br />3 <br />OT )AJ OPT. D <br />8'-8" M <br />CLG <br />- <br />00 <br />ELECTRICAL PANEL <br />1 <br />SHEARWALL f' 5'� <br />to <br />00 TILE <br />2'-6" <br />-BUILDER TO PROVIDE <br />PROTECTION <br />2868 <br />CAFE <br />60 <br />HI <br />> <br />APPLIANCE <br />CLG. <br />8 6-0" L <br />6-7" <br />WHEN REQUIRED PER FBC <br />60 <br />00 <br />8'-8" CLG. <br />cc <br />S3 <br />@_ <br />PANTRY <br />TILE i <br />2868 <br />00 <br />to <br />CARPET <br />DR AT 8' <br />H -0" <br />SIM. W/o <br />STEP <br />x <br />1 'A' <br />(3) 2x4 #2 SYP <br />STUDS W/ <br /><�> L__36 <br />JUJ <br />0 <br />0 <br />0 <br />L <br />DTT2Z @ BASE <br />C14 <br />(5-P <br />REF. <br />1116 <br />I __ - <br />0 <br />CDC <br />a <br />(ICC <br />1 <br />I <br />0 <br />La <br />18'-4" <br />CC- <br />2--l' 6115 3' 11 " <br />NH <br />_rz <br />� �1 20'-8" <br />o? <br />TYP @ <br />STORY <br />KITCHEN <br />(3) 2x4 #2 SPF <br />W/ DTT2Z @ <br />W <br />> <br />0 <br />0 <br />1 <br />r <br />BASE <br />A_� __�J <br />8'-8" CLG. <br />12 <br />t <br />TILE <br />--4-SFrt.- - <br />2" DEEP <br />J <br />2 CAR GARAGE <br />nr= - - <br />I <br />I I <br />8'-8" CLG AFF <br />GREAT <br />I Ilm D.W. I <br />LU <br />7 <br />CI <br />C <br />0 <br />ROOM <br />0, <br />z: <br />< : <br />Ch <br />C <br />r <br />17 <br />04 <br />8'-8" CLG. <br />El -�j <br />- - - - - - <br />Lo <br />u' <br />SIMPSON LUC28 <br />CARPET <br />F- <br />Sim. 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TOP @ 9'-4" <br />UDS W/ <br />DTT2Z @ BASE <br />I <br />B <br />I - <br />DTT2Z @ BASE <br />8'-8" CLG. <br />9'-4" CLG AFF <br />VHDR <br />PLUMBING LINE TO Cj <br />TILE <br />SIMPSON LUC28 <br />J <br />8-4- <br />SECOND FLOOR <br />-AT <br />o <br />2868 <br />IR.A.G1 <br />R&S <br />_714i. <br />011 <br />6' <br />----------------- <br />" <br />HDR AT '4' <br />R&S <br />- - - - - - - - - - - - <br />- - <br />27 <br />191-01, <br />ip I <br />L FT <br />T-4- [1.- <br />6' V <br />H DR AT 8'-0 - - - - - <br />X-O" V-8" <br />8'-4" <br />Z <br />H3 Z20 <br />I <br />I <br />2668 <br />5068 BF <br />OWNER'S <br />T <br />cc I.C. <br />I <br />F� <br />SUITE <br />60" X 36" <br />1 <br />1 18'-8" CLG. <br />I <br />- <br />BEDROOM 2 <br />mo <br />'9L' <br />,q: <br />C14 <br />8'-8" CLG. <br />-7- SHOWE <br />0 <br />_7�. FIBERGLASS <br />1 00 <br />co <br />. I-* <br />C*11 <br />ICARPET <br />1 <br />I <br />FLEX <br />00 <br />C14 <br />0 <br />8'-8" CLG. <br />CARPET <br />040 U�- <br />OR <br />CARPET <br />SURROUND <br />00 <br />8'-8" CLG. <br />Sim. <br />it <br />OF <br />CARPET <br />P B <br />=0 <br />WILIJ <br />BATH <br />8 -8#' LG. <br />ILE <br />It <br />04 <br />6(r <br />04 a <br />Lu L <br />�8'-8" CLG. <br />TILE <br />81. <br />1 <br />12'-0" <br />I(a) <br />F, <br />-W <br />Sim wto 9 <br />811 <br />X-51 <br />10' -5" <br />ST& <br />F' <br />T <br />F, <br />C% <br />W <br />SHEARWALL G) <br />42 is <br />Q <br />I <br />- <br />EQ EQ <br />IBE RGLASS <br />URROUND <br />I- - - - - <br />J <br />IIIIIIIIA I 111111111111101111WI177FRII <br />5-SH rl R&S <br />11177CIIII10 <br />111111111111110111111i <br />I <br />1111*117r7ii <br />H.B. TYP @ 1 STORY 25-SH TYP @ 2 STORY <br />U%IW <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />(2) - 2XIS #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) - 13/4" X 7 1/4" <br />LVL 2.OE Fb=2950 <br />(2) - 2X4 #2 SYP W1 1/2" <br />Follow Q/S4. See Plan for <br />RAG <br />FLITCH PLAT . E <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 />18JX254 <br />S.H. <br />13 <br />20X38J <br />18JX37J <br />S.H. <br />14 <br />20X50J <br />18 J X 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 />11­12 <br />27 1/4 X 26 <br />26 X 25 J <br />S.H. <br />11-13 <br />27 1/4 X 38 <br />26 x 37 1 <br />S.H. <br />1H4 <br />27 4 X 50 1 <br />26 x 50 <br />S.H. <br />11-15 <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 4 X 25 1/2 <br />S.H. <br />23 <br />37JX38J <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 1 <br />36 J 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 4 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52JX25J <br />S.H. <br />33 <br />54 X 38 J <br />52 J X 37 J <br />S.H. <br />34 <br />54 X 501 <br />52 J X 50 <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 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 />FIRST FLOOR PLAN - ELEV-B1 <br />SCALE: Y4"=V-0" <br />General Notes <br />R302.5 Dwelling/Garage Open I ng/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 />Is From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or <br />equivalent applied to garage side. <br />e From Habitable Rooms Above Garage - Not Less than 5/8" <br />Type-X Gyp. Bd. or equivalent. <br />Is 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 />win ows wi openings a wi no a ow a -inc - lam er <br />mm) sphere t <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 />lying 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 />+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 SIN SHEET SEE SIN SHEET <br />MPH <br />NOTE: WIND SPEED INDICATED ABOVE IS AN <br />"ULTIMATE" WIND SPEED. THE WIND PRESSURES <br />LISTED ABOVE ARE ALLOWABLE PRESSURES <br />I 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 1113111 <br />FIRST FLOOR LIVING 1816 <br />SECOND FLOOR LIVING 15,10 <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 FACE-D <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 />:0 UJ <br />C%4 <br />C2 <br />0: <br />C.J <br />co <br />U- <br />to <br />C-4 <br />CL. <br />C2 <br />0=1 <br />(A <br />= E <br />Cc 0 <br />LJ <br />0 W/V <br />ab r4 <br />4�0 <br />L 0 <br />To the best of the Engineer's knowledge, informallion and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 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 />W <br />E <br />g. 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