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v, <br />x <br />m <br />u7 <br />n <br />ry <br />to <br />0 <br />C <br />to <br />B <br />CD <br />N <br />M <br />N <br />N <br />v <br />0 <br />0 <br />3 <br />rh <br />O <br />i <br />E <br />E <br />0 <br />D <br />v <br />N <br />N <br />N <br />0 <br />0 <br />a <br />0 <br />4c'> <br />d <br />z <br />C) <br />0 <br />52 <br />P @2 STORY <br />(*� <br />43'-0" <br />VERIFY METER LOCITION <br />WITH BUILDER <br />15'-0" <br />ri <br />10011 <br />I <br />j <br />N16 <br />- - N <br />DEEP <br />D VERIFY LOCATION <br />1-- <br />- OPT-. <br />2{ 24 <br />S3 <br />ELECTRICAL PANEL <br />- - - - - - - - -- - - <br />PANTRY <br />REF <br />_TRY_ <br />2668 B F, <br />2x6 WALL <br />K <br />IIF Sq <br />12-$" <br />4'-" <br />> <br />IIIII <br />io <br />00 <br />IIIII <br />IIIIII <br />Im <br />Q <br />II1III <br />w <br />H1 <br />i0KITCHEN <br />LG.jOA <br />�8.8" <br />luco <br />a lu_C <br />oIZ2868 <br />0 Iw <br />CC <br />S3 <br />I OI <br />W <br />I= <br />=o--- <br />r - <br />---- <br />- <br />"0 <br />I <br />Cr <br />ocD <br />T <br />Li <br />EDGE OF SLAB 2" <br />I I <br />I O I <br />04 <br />BEYOND WALL <br />I I <br />o I <br />I <br />4'-0" <br />6-2" 6-6" <br />4'-10" <br />20'-6" <br />01 <br />ilt2 <br />CAR GARAGE <br />DINING ROOM <br />8'-8" FLAT CLG. AFF <br />PAT I Oo <br />I I <br />8'-8" FLAT CLG. <br />I I I <br />CARPET <br />BUILDER TO PROVIDEENTRY <br />O0 <br />o E <br />io 00 <br />2-6'� APPLIANCE PROTECTION <br />WHEN REQUIRED PER FBC <br />I D I I <br />D <br />8'-8" FLAT CLG. <br />O (3) 2X4 #2 SPF W/ <br />I I I <br />L - - - - - -- --- <br />AFF <br />-,~, <br />(3)16d TOENAILS <br />CC (3) 2X4 #2 SPF W/ <br />N <br />.01i0 <br />N @ BASE <br />S3 (3)16d TOENAILS <br />N <br />411tW.H. <br />@ BASE <br />o <br />_ <br />(3) 2X4 #2 SPF W/ <br />(2) #5'S <br />(3)16d TOENAILS @ <br />BASE <br />d c7 <br />FOYER I M <br />TYP @ 2 STORY <br />�I �I <br />3068 <br />J <br />O p O <br />O g1 O &D <br />8 -8 FLAT CLG. g <br />S6 <br />u_ U_ <br />TILE <br />I <br />o <br />0 <br />16'-48" <br />10 <br />T-8" T-8" T-6" <br />6_0" 4' 2 <br />rn <br />I <br />I <br />ir' <br />-- io <br />2068AV-\ B.F. <br />ih <br />HDRATT-4" - - ------ <br />I <br />o <br />5 -SH <br />00 <br />WALL <br />(2) #5'S <br />_00- <br />PLUMBING LINE <br />CN <br />O <br />GG too" FLOG G <br />= <br />TO SECOND <br />Cl) <br />83 <br />FLOOR �I <br />= <br />8-8 FLATC G.' <br />FLEX <br />FAMILY ROOM <br />TILE <br />8'-8" FLAT CLG. <br />TOENAILS @ <br />CARPET I <br />8'-8" FLAT CLG. <br />BASE - - r -- -- <br />12 <br />00 <br />CARPET <br />42"SLOPING - - - <br />00 <br />, <br />HALF WALL 11 <br />`" <br />A <br />M O <br />_ <br />= <br />FLOOR_G.T. <br />_ 10o�', <br />o <br />00 <br />- - - _ <br />1 1 21 31 41 51 1 1 9 <br />Up I I I I I I I <br />AC PAD AC PAD <br />16R I <br />M <br />I I I I I (IGGI <br />IS3 IV I <br />I <br />H.B., J L 2-2x6 #2 SYP 1 \-(3) 2X4 #2 SPF W/ <br />S6 BEAM w/ (4)12d g (3)16d TOENAILS <br />TYP @ 2 STORY <br />NAILS EA. PLY @ BASE <br />38'-0" <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 11 114 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 />20X26 <br />18JX254 <br />S.H. <br />13 <br />20X38J <br />18JX37i <br />S.H. <br />14 <br />20 X 50 1 <br />18 J X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 62 4 <br />S.H. <br />16 <br />20 X 72 <br />18 J X 714 <br />S.H. <br />1 H2 <br />27 1 /4 X 26 <br />26 X 25 J <br />S.H. <br />1 H3 <br />27 1/4 X 38 J <br />26 x 37 1 <br />S.H. <br />1 H4 <br />27 J X 50 J <br />26 x 50 <br />S.H. <br />1 H5 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />11-16 <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 i <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 J X 501 <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 />37 J X 72 <br />36 4 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 J X 25 J <br />S.H. <br />33 <br />54 X 38 J <br />52 J X 371 <br />S.H. <br />34 <br />54 X 501 <br />52 } 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 J 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 />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 & 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 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 />0 <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />DE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />O <br />SEE SN SHEET O SEE SN SHEET <br />') 40 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 />MASONRY I i i 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 "131" <br />FIRST FLOOR LIVING 1093 <br />AREA <br />SECOND FLOOR LIVING <br />AREA <br />1489 <br />LIVING TOTAL 2582 <br />GARAGE 427 <br />FRONT ENTRY 35 <br />TOTAL AREA 3044 <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11 /R-13 KRAFT FACED <br />FIRST <br />FLOOR <br />PLAN <br />ELEV-Bl <br />EXT FRAME 2 x <br />R-13 KRAFT FACED <br />CONDITIONED CEILING <br />I <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />I GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />SCALE: �4 r=1 1-011 (GARAGE / LIVING) <br />N <br />N <br />t�- <br />0 <br />Z � <br />1 as -o <br />W <br />� w o <br />E. o <br />G V <br />C14 <br />m <br />a x <br />'n Ca O <br />N a N .0 <br />N O J <br />dctiY <br />Q <br />' d <br />zetj <br />as o 4 <br />is y as .= <br />7 0: •� T <br />N G� <br />c E <br />m o <br />d � <br />M <br />0 <br />N <br />0 <br />i <br />0 <br />h I� <br />''r �e'aetEitYYy�®�4 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />'W E <br />C <br />= N N o <br />00 <br />3 N <br />N <br />c'i 0 ik <br />a LL <br />E <br />MLLLL Llld 5 <br />13Z <br />m crn <br />1V <br />m9 <br />Ca N Cp <br />o <br />{y oM °�`- m <br />W 05 °' j <br />i <br />T. ,°n) N <br />LLN <br />do U <br />Z <br />W <br />Cl) <br />Z N S <br />Z <br />Q <br />J - <br />d_ � <br />N <br />U) <br />c� o <br />w <br />� g <br />U <br />O W s <br />0,_ w <br />�N <br />w M <br />Imo, <br />L <br />= <br />e <br />�Q <br />f <br />Q & <br />N <br />�� <br />Co <br />C`.� <br />C13=Q <br />z <br />W <br />Z <br />-r <br />LL <br />ao <br />N K <br />uj <br />� <br />a <br />w�z� <br />cu <br />Cl <br />0, <br />U <br />00 <br />�U <br />o¢X <br />�Z <br />z�� <br />COD (� <br />a� H <br />�2 <br />a <br />cn c <br />-n <br /><o <br />¢ <br />�� <br />m� <br />o� <br />Zz <br />z <br />J <br />¢ " <br />0z <br />8 <br />Z <br />gZ <br />W <br />Ma <br />az <br />Z <br />_� <br />o <br />J <br />wa <br />, F <br />�o <br />IIIIIII� <br />M <br />� <br />°z�a <br />aF <br />� 3 <br />0 <br />c O <br />LO <br />LO <br />i 4 <br />M <br />Q <br />LO <br />cc <br />0 <br />J <br />:3 (0 <br />to <br />Y <br />Cr Y '(D <br />T <br />mCn <br />T <br />U) <br />Q <br />O <br />I <br />to <br />N <br />LO <br />It <br />N <br />Q M j <br />T <br />E <br />41 cLO <br />c <br />LO <br />o <br />Z <br />ZM <br />rn <br />Ec <br />` <br />n <br />U _JQ A <br />� <br />JOB <br />NO: 23-04910 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.1 <br />