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if t __ - __ <br />3 <br />v, <br />x <br />m <br />rn <br />LO <br />LO <br />0 <br />cnn <br />0 <br />0 <br />J <br />M <br />to <br />N <br />0 <br />I <br />rM <br />Cr <br />LO <br />tY <br />m <br />0 <br />LO <br />J <br />0 <br />I <br />CN <br />i <br />L0 <br />un <br />0 <br />7 <br />U) <br />0 <br />C) <br />3 <br />Q <br />r� <br />0 <br />d <br />E <br />r° <br />0 <br />x <br />O <br />C <br />C <br />i <br />a <br />LZ <br />>n <br />UI <br />m <br />a <br />a <br />U <br />J <br />LZ <br />M <br />O <br />00 <br />Ci <br />O <br />0 <br />0 <br />a <br />M <br />GV <br />O <br />M <br />0 <br />0 <br />w <br />Q <br />m <br />Cn <br />55'-10" V-7" 7_7" <br />15-0" <br />3" <br />VERIFY METER <br />1 -4 <br />A LOCATION WITH 3'-0" <br />S3 BUILDER H.B. <br />"ir <br />- - - - - - - - - - - - <br />CD <br />° <br />° <br />" <br />R&S <br />------ <br />VERIFY LOCATION <br />INELECTRICAL PANEL <br />W <br />@LIN <br />O. BAT <br />OWNER'S SUITE <br />. I. C. <br />r�V <br />O <br />BUILDER TO PROVIDE <br />AP PLIANCE PROTECTION <br />K <br />S4�P <br />GARAGE <br />OPENING26 <br />8'-0" CLG.� <br />s' cLG. <br />" CLG. <br />WHEN REQUIRED PER FBC <br />CARPETET <br />2 CAR GARAGE <br />n <br />�17' <br />O"W <br />IN <br />'-10" <br />T-0"T-8" <br />°tTILE <br />8'-0" CLG. <br />18„I <br />7 <br />IIIIIIIIIIIII <br />L. <br />�■ <br />5'-3a.83'-10" <br />2668 <br />IIIIIIIIIIII <br />CrO <br />286 <br />HANSON <br />° <br />o <br />BOX @ 36" <br />EDGE OF SLAB 2" <br />o <br />f <br />BEYOND WALLA.F.F. <br />ui <br />(0 <br />N <br />DRYER VENT <br />KS60"36" <br />OH <br />w <br />NSHOWER <br />HRU ROO <br />> <br />&S <br />o <br />`" <br />DTT2Z @ BASE RROU <br />D CD <br />I I <br />m <br />TP <br />TYP @ 1 STORY <br />I I I <br />PT. W OPT. D <br />5-116" <br />s I <br />4'-0" <br />I�v�l <br />I I I <br />A <br />S3 <br />I/X I- 1 <br />NOTE: FINISHED I <br />LAU N. ^L? <br />V a QI <br />I WALLS TO BE I i <br />1 Ile <br />AHU <br />F <br />I FLUSH. VERIFY IN I I <br />1 io <br />8'-0" CLG. <br />I FIELD. I I <br />c71 <br />h� TILE <br />--D --- ----- <br />I <br />� <br />ti6 <br />K <br />C <br />1 <br />in <br />A0. ��2868 <br />S3 (3) 2x4 #2 SPF w/ <br />3 G.T. _ <br />DTT2Z @ BASE <br />_ <br />FAM I LY R M <br />R.A.G. <br />5. <br />_ <br />o <br />M <br />O <br />2:12 VAULTED CLG. <br />; <br />I 9'-4" CLG. <br />CARPET <br />FOYER <br />3068 I I <br />= <br />T <br />1 n� <br />C9 <br />9'-4" <br />CLG. I ' <br />A <br />ENTRY <br />19 <br />T <br />23'-8" <br />T-10" <br />T-8" <br />10'-10s „ <br />TILE <br />s <br />5'-6" 7a -3" I <br />8'-0" CLG. <br />Ir Ir <br />HDR AT T-4" <br />11 <br />I I <br />I I <br />-------R&S------ i\ <br />18 <br />2668 <br />R&S ---- <br />4'-0" <br />11'-7$" <br />6'-10" C" <br />4'-7" 8'-8" N <br />5'-4" C"' <br />14'-6" 5' 4" "' cv I 7'-6" <br />I <br />5068 B.F. <br />4068 B.F. <br />L? <br />I <br />OPT. <br />- <br />F- <br />o <br />I o <br />PATIO CAFE <br />-------------------- <br />o=_______________� o <br />I <br />REF. BEDROOM <br />Q <br />2 �' <br />oo Z <br />N w ��s <br />�� z ° <br />I <br />U)W <br />,� r <br />I <br />BEDROOM 3 <br />BEDR OM 4 <br />M0 <br />° VAULT. CLG. �� <br />1 0 o CD <br />N _3 <br />D.W. 1 00 <br />I CARPET <br />I <br />8'-0" CLG. <br />BATH <br />8'-0"CLG. <br />I <br />w <br />o <br />7 <br />CARPET <br />IN <br />31 a <br />'- Q -' L - 24 - - j <br />USINK <br />b`° <br />CARPET <br />I 8'-0" CLG. r <br />w/ DISP <br />7 <br />I TILE 2" T <br />7PET <br />'� i <br />21'-2" <br />2 2 <br />2 10'-4" f <br />10'-42 <br />2 4 I 5'-31' <br />VAULT. CLG. <br />O ' <br />ti <br />I TP <br />H <br />■ /i I 00 <br />TILE Nf16" <br />PANTRY a <br />m <br />00 <br />T <br />j TB <br />TYP @ 1RANGE <br />8'-0" Mo <br />^ <br />v1 <br />STORY <br />C?'6'6 <br />FLAT CL . ,n_ <br />'� <br />I FIBERGLAS <br />;t <br />�-O---5-SH <br />0 <br />SURROUND <br />I `"' <br />DEEP <br />�Ioo <br />HB EGRESS EGRESS <br />A <br />OS3 O <br />29'-8" 15'-10" 19'-6" <br />65'-0" <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <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 />20 X 26 <br />18 4 X 25 } <br />S.H. <br />13 <br />20 X 38 <br />18 4 X 37 <br />S.H. <br />14 <br />20 X 50 <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 j X 62 j <br />S.H. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />11-12 <br />271/4X26 <br />26X25 <br />S.H. <br />11-13 <br />271/4X38j <br />26x37 <br />S.H. <br />1 H4 <br />27 j X 50 j <br />26 x 50 <br />S.H. <br />11-15 <br />27 X 63 <br />26 X 62 112 <br />S.H. <br />11-16 <br />27 X72 <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 j X 37 3/4 <br />S. H. <br />24 <br />37 j X 50 j <br />36 } 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 />37 j X 72 <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 4 <br />S. H. <br />33 <br />54 X 38 <br />52 4 X 37 <br />S.H. <br />34 <br />54 X 50 j <br />52 j X 50 <br />S. H. <br />35 <br />54 X 63 <br />52 } X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />52 } 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 />DITIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <br />CiPnPrnI NntPC <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 112" 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 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 />DA <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 />OE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />OG <br />SEE SN SHEET OH 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 />111111111111111l • ' : 1 <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 />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />ENTRY 24 <br />TOTAL AREA 2376 <br />PATIO 23 <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 />FLOOR <br />PLAN <br />- <br />ELEV-Bl <br />EXT FRAME 2 x I <br />CONDITIONED CEILING <br />R-13 KRAFT FACED <br />RLL BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />r <br />ARAGESEPARATION R-11/R-13 KRAFTFACED <br />SCALE: %4"=1r-0"(GARAGE / LIVING) <br />cam.: <br />00 <br />7 <br />t� > <br />CL. o� <br />U d n O <br />Cc V r <br />f9 <br />N <br />Q O ® � <br />_CU M_ :E=I <br />> E <br />3 3 co <br />� U <br />N <br />a� <br />ca 'a Eo <br />� U <br />0 <br />M <br />0 <br />N <br />�I <br />C <br />����:i1J3E�s`Sti <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 <br />7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />Q M Eo <br />O N . 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N <br />_j Q p <br />c <br />JOB <br />NO : 23-02469 <br />SCALE : AS NOTED <br />SHEET NO. <br />1 <br />