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v, <br />3 <br />.D <br />m <br />rn <br />L0 <br />0 <br />Cn <br />C) <br />0 <br />J <br />cD <br />0 <br />I <br />m <br />rn <br />L0 <br />L8 <br />v <br />Q <br />0 <br />0 <br />J <br />0 <br />I <br />rh <br />N <br />O <br />L0 <br />i <br />L0 <br />lCJ <br />L <br />v <br />V) <br />C <br />3 <br />H <br />Q <br />M <br />CV <br />0 <br />d <br />0 <br />E <br />0 <br />CL <br />J <br />0 <br />0 <br />LZ <br />M <br />O <br />0 <br />0 <br />d <br />N <br />O <br />LID <br />0 <br />0 <br />I� <br />0 <br />Z <br />z <br />W <br />Q <br />Q <br />m <br />rn <br />OL6 X <br />MU' <br />W <br />TYP @ 1 STORY <br />A <br />S3 <br />A <br />OWNER'S SUITE <br />8'-0" CLG. <br />00 CARPET <br />I iv <br />17'-8" <br />5'-118', �, I <br />F' I <br />= I <br />O M 2:12 VAULTED CLG. <br />�(3)2x4#2SPFw/ <br />DTT2Z @ BASE <br />I <br />4'-0' 1 <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />FAMILY RM <br />9'-4" CLG. <br />CARPET <br />65'-0" <br />55-10" It 1'- <br />15'-0" : <br />5-SH 6" <br />- - - - R&S - - - - <br />36 <br />36 <br />6 DPr <br />• <br />N E N <br />C <br />0' BAT <br />- <br />- <br />W.I.C. <br />TB <br />60 <br />-- - <br />TILE <br />- - <br />- <br />_ - _..- <br />-- <??- <br />3'-0 " <br />8'-0" CLG. M� <br />CARPET T <br />T <br />7-8" <br />I fn <br />00 <br />I� <br />- <br />5.32- 81 <br />3'-i0 <br />26 <br />2$68 <br />ee <br />co <br />60'x36"T <br />SHOWER <br />1L6L <br />o <br />N <br />FIBERG <br />SSURROU D <br />TP Ge <br />rL <br />S-10" 7' <br />VERIF METER <br />LOCATION WITH <br />BUILD R <br />VERIFY LOCATION <br />W H N ELECTRICAL PANEL <br />2 6" O BUILDER TO PROVIDE <br />APPLIANCE PROTECTION <br />WHEN REQUIRED PER FBC <br />2 CAR GARAGE <br />8'-0" CLG. <br />20'-o- <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />K <br />S3 <br />I i 1 I <br />I/x� I <br />U�Q�I <br />I <br />I <br />I <br />1 <br />i <br />R&S <br />--------------- i <br />2668 <br />4'-0" <br />11'-78"" <br />1 <br />1 6'-10"" N <br />4'-7" 8'-8" N <br />54" <br />1 <br />I 5068 B.F. <br />1 <br />1 <br />OPT, I <br />- -------- ------ - <br />N <br />T- REF.- BEDROOM <br />ROO <br />2 <br />ATIO CAFE <br />_:- <br />- - - - - <br />- <br />r <br />.. I .. 8'-0" CLG. <br />VAULT. CLG. / <br />-� 1 D.W. <br />CARPET <br />X O <br />00 vi CARPET <br />-1 C I <br />"' 3 3 <br />T <br />cv > U L--- <br />0 <br />I r <br />00 <br />Kw/OISP <br />LO <br />2"_ ," -4" r <br />10' <br />/ -TILE <br />VAULT-CLG.,� <br />-- <br />- <br />■ I <br />N <br />�o0� _ <br />PANTRY CL <br />- <br />//// <br />/ <br />- _RAh1GE - - - <br />w <br />1: W <br />/ <br />F <br />L.„,� <br />: ATCL <br />�? <br />36 <br />I co <br />DEEP <br />29'-8" <br />25-SH <br />EGRESS <br />0 <br />A <br />H.B. <br />---- <br />I I <br />I I I <br />I I I <br />I I I <br />I I I <br />I I I <br />I I I <br />I I I <br />I I I <br />K C <br />53 (3) 2x4 #2 SPF w/ 3 <br />DTT2Z @ BASE <br />FOYE <br />9'-4" CLG. <br />10'-103" TILE_ <br />s 1 S-6 <br />� I <br />HDR AT T-4" <br />14'-6" <br />BEDROOM 3 <br />8'-0" CLG. <br />CARPET <br />1 U-4;" <br />15'-10" <br />25-SH <br />EGRESS <br />0 <br />NOTE: FINISHED <br />WALLS TO BE <br />FLUSH. VERIFY IN <br />FIELD ----- <br />�i31 1 G.T. - <br />1 <br />K TYP @ <br />S4 GARAGE <br />OPENING <br />%T r� uu- �/ <br />H' 8'-0" ICLG. <br />' 0" CLG. r CA PET <br />TILEI 2" T <br />5' 3z, 0 <br />�I <br />- 0 <br />FIBERGLASS I - <br />SURROUND <br />19'-6" <br />U) <br />L6 X O <br />MW <br />TYP @ 1 <br />STORY <br />A <br />S3 <br />0 <br />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 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 />20X26 <br />18JX25i <br />S.H. <br />13 <br />20X38J <br />187'X37i <br />S.H. <br />14 <br />20X50J <br />187'X50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 62 1 <br />S.H. <br />16 <br />20X72 <br />18JX714 <br />S.H. <br />1H2 <br />271/4X26 <br />26X25J <br />S.H. <br />11-13 <br />271/4X38J <br />26x371 <br />S.H. <br />1 H4 <br />27 J X 50 J <br />26 x 50 <br />S. H. <br />11­15 <br />27JX63 <br />26X621/2 <br />S.H. <br />i H6 <br />27 J X 72 <br />26 X 71 112 <br />S. H. <br />22 <br />37 J X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 1 X 38 � <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 � X 50 J <br />36 2' X 50 <br />S.H. <br />25 <br />37 J X 63 <br />361 X 62 112 <br />S.H. <br />26 <br />37JX72 <br />36JX711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73J 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 7' X 371 <br />S.H. <br />34 <br />54 X 50 J <br />5271 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 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 />fTIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <br />FLOOR PLAN <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 1-318" 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 112" 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 />�A <br />+29.7 / -32.2 <br />OB <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />GO <br />SE E SN SHEET THCSEE SN SHEET <br />14.Q 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 HGT. @ 8'-0" 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 11131" <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 R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x4 R-11/R-13 KRAFT FACED <br />ELEV B 1 EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />SCALE: %4"=1 r-O" (GARAGE / LIVING) <br />coo <br />da <br />W <br />o <br />_... <br />s <br />aJ a � o <br />V N <br />N C L.l. !Z <br />`O L <br />� s <br />c <br />X Q <br />- 3 <br />m a: u • a <br />o . a> <br />c o <br />a cr .fD a. <br />N G <br />C E <br />m o <br />iv <br />r� <br />zi <br />W <br />z <br />°d; <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 <br />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 />�ar%R-,'tCy � fA <br />Ads Aloft F <br />i <br />O M <br />ON N tm s <br />d <br />0 <br />W <br />� <br />U) <br />Q <br />gg <br />Sa W <br />J LL Sz u- d <br />a Y <br />3 C <br />W <br />` Z <br />� or N_CO 0 <br />C/5 m w <br />Z Q J <br />� N <br />C7 0 <br />ci <br />2 Z <br />N J <br />OU U o <br />s W <br />❑ ❑ <br />M � <br />o� <br />a � <br />r <br />�N4-1 <br />a <br />w <br />O <br />N <br />�N <br />L o <br />uss <br />C <br />�3 <br />�) <br />c u' 0 <br />• <br />o <br />co <br />M <br />z <br />w <br />Z <br />z <br />__J <br />LA.. <br />E <br />a�00 <br />o <br />Cfl r0 <br />'1 C <br />F <br />°�- z <br />wo <br />a <br />p <br />a z <br />0.w <br />z <br />CO <br />m J <br /><o <br />Q <br />O Y <br />mo <br />w2 <br />mo <br />O , <br />¢w <br />5 <br />C, <br />T <br />o� <br />2 <br />z <br />J O <br />az <br />T F <br />TO <br />m <br />� <br />Q K <br />tt <br />IIIIIIIIIIIII' <br />o <br />� <br />J w <br />w ` <br />;a <br />a <br />zla <br />00. <br />N C:) <br />>� <br />'n <br />L / <br />m <br />F� <br />Ln <br />(o <br />C <br />r <br />� <br />r <br />ca <br />Im <br />m <br />c <br />Ln <br />r <br />co <br />L04 <br />M <br />C:) <br />LO <br />CID T <br />(0LO <br />T <br />T <br />E <br />L , <br />n <br />z <br />z <br />E 'I- <br />E <br />�' <br />m <br />c <br />a <br />U J <br />'a0 <br />J <br />JOB <br />NO: <br />23-06143 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />