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IY��10 <br />a <br />L0 <br />cn <br />0 <br />N <br />I <br />4 <br />CID <br />�i <br />V) <br />0 <br />t <br />LO <br />B <br />cn <br />B <br />C <br />N <br />S <br />E <br />CL <br />CL <br />C4 <br />v7 <br />15 <br />r'n <br />\ <br />63 <br />55'-10" 8'-6" <br />15'-0" <br />VERIFY METER <br />A LOCATION WITH T-0" <br />S3 BUILDER� H.B. <br />1 <br />� <br />� <br />� <br />5-SH <br />6"DPI <br />---- R&S <br />---- <br />VERIFY LOCATION <br />f------------ <br />W H ELECTRICAL PANEL <br />I <br />I <br />1 <br />I <br />I <br />K yP <br />O <br />I <br />I <br />I <br />S4 GARAGE <br />' <br />OWNER'S SUITE <br />�_ <br />A <br />W.I.C. <br />2�-g�� BUILDER TO PROVIDE <br />APPLIANCE PROTECTION <br />I <br />I <br />I <br />OPENING <br />rB <br />= <br />O <br />8'-0" CLG. <br />`$ <br />E <br />= <br />8'-0" CLG. <br />WHEN REQUIRED PER FBC <br />I <br />1 <br />1 <br />CARPET <br />__ <br />- <br />__ <br />- -_ <br />CARPET _� <br />2 CAR GARAGE <br />' <br />- <br />_ <br />-- <br />=cn <br />A �� <br />OMC7 <br />I N <br />17'-8" *- <br />T <br />'� <br />T-8. <br />8'-0" CLG. . <br />20'-0 <br />I <br />8. <br />I <br />-- <br />-- <br />3'�° <br />w <br />I <br />_ - <br />- <br />- <br />- <br />-T <br />T <br />2668 <br />I � <br />I g <br />I <br />HANSON <br />I o <br />= <br />4 <br />BOX @ 36" <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />I <br />I <br />I <br />q <br />. - <br />A.F.F. <br />60"x36" <br />DRYER VENT <br />S3 <br />I w <br />I <br />I <br />iv <br />SHOWER <br />THRU ROO <br />I > <br />I <br />I <br />oo S3 <br />(3) 2x4 #2 SPF w/ FIBERGLASS <br />o <br />N <br />DTT2Z @ BASE RROU <br />D <br />I l l I <br />I m <br />I <br />I <br />TYP @ 1 STORY <br />PT W OPT. D <br />5'-11g' <br />4'-0" 1 <br />� <br />I <br />I <br />I <br />A <br />S3 <br />j <br />V <br />Ilx - cal <br />NOTE: FINISHED <br />I <br />I <br />I = <br />_ <br />t t <br />U <br />L, Q <br />I WALLS TO BE <br />FLUSH. VERIFY IN <br />I <br />I <br />AHU <br />-- <br />-CL <br />- <br />I <br />I <br />I <br />81- <br />I FIELD. <br />I <br />I <br />TILE <br />D <br />1 <br />- - <br />S3 (3) 2x4 #2 SPF w/ <br />3 33 <br />8 <br />8 <br />DTT2Z @ BASE <br />_ <br />' <br />FAMILY RM <br />R.A.G. <br />_ __- <br />= <br />o <br />o <br />CO <br />2:12 VAULTED CLG.` ^ <br />I <br />I 9'-4" CLG. <br />v <br />1 CARPET-- <br />n <br />�1 <br />3068 <br />j <br />c <br />cro <br />-- <br />9'-4' <br />CL <br />-- <br />I <br />Ito <br />A <br />o <br />ENTRY <br />= <br />23'-8" <br />T-10" <br />7'-8" <br />10'-108" to <br />1 <br />8'-0" CLG. <br />-6" <br />I <br />1 <br />I <br />_HDR AT 7' 4'_ <br />1 <br />I <br />I i� <br />0 R&S <br />2668 <br />R&S <br />------------- i <br />2668 � <br />'• <br />6-10" <br />4'-7. 8'_8. <br />'------------ <br />5'4'0" -47-6• <br />I <br />5068 B.F. <br />4068 B.F. <br />--- <br />- --- <br />�� <br />- --- <br />r <br />I - <br />-- <br />j <br />OPT. <br />CAFE <br />REF. <br />BEDROOM 2 <br />Z� <br />Cl) <br />= <br />------ <br />-______ <br />--- <br />8'-0"CLG. <br />BEDR00M 3 <br />BEDROOM 4 <br />�PATIO <br />-4 <br />I <br />1 D.W. <br />CARPET <br />8'-0" CLG. <br />A <br />8'-0" CLG. <br />wVAULT.CLG. <br />CARPET <br />cv > <br />Uo <br />:4 , a <br />8CGCARPET <br />II <br />CARPET <br />I <br />10'-4" <br />2'4 <br />HID <br />2'-_2" <br />. 1 ` <br />'00 PANTRY 0.CID <br />T <br />-- <br />TYP @ 1 <br />- <br />TIE+- <br />N <br />i� <br />--- - G�. . __ --_ <br />- <br />W <br />- =w <br />�o <br />' <br />STORY is <br />F T L ,hZD <br />A <br />C PAD <br />,� <br />I <br />FIBERGLASS <br />°� = <br />I <br />S3 <br />_ <br />I <br />---- O r <br />5-SH <br />I <br />I <br />SURROUND <br />80 <br />i <br />. <br />16" DEEP <br />25-SH <br />i\ <br />H B EGRESS <br />EGRESS <br />O <br />A <br />S3 O <br />29'-8" <br />15'-10" <br />19'-6" <br />01 <br />65-0" <br />01 <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 71/4" <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 4 <br />S.H. <br />13 <br />20 X 38 J <br />18 4 X 371 <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 } X 62 J <br />S.H. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 J <br />S.H. <br />1H3 <br />271/4X38 <br />26x37 <br />S.H. <br />1 H4 <br />27 J X 501 <br />26 x 50 <br />S.H. <br />11-15 <br />274X63 <br />26X621/2 <br />S.H. <br />11-16 <br />27JX72 <br />26X71112 <br />S.H. <br />37 X 26 <br />36 X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 } X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />36 J X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 } X 621 /2 <br />S.H. <br />26 <br />37 J X 72 <br />36 } 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 J <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 } 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 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 />TIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <br />FLOOR PLAN - ELEV-Al <br />SCALE: Y4'=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 & 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.G. 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 />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />(�E <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />GC� <br />SEE SN SHEET 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 />+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 />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />ENTRY 20 <br />TOTAL AREA 2372 <br />PATIO 23 <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONIC 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-11/R-13 KRAFT FACED <br />N c <br />0 <br />C►It -a +- <br />Nt > <br />u CL n C;, <br />= Mm e <br />.r �LA.a <br />�+ cv c <br />d <br />>�s= <br />d+ o <br />m d Cu ra <br />a . 0 N <br />th 0 <br />o <br />a <br />0 <br />vV N <br />•I?l,�i.. t. <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 Florlda Building Code - <br />Residential <br />7th Edition, Engineers signature and seal Is only for <br />the structural engineering potions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />rr4 <br />W <br />a o Nlt 8 <br />Q N <br />In <br />y 'R <br />Mi C14 0 # <br />mot] a z <br />0 <br />w� o <br />W <br />Z00 <br />LO z a <br />L <br />N <br />Z �U <br />W ❑ ❑ <br />U <br />z ev <br />Z � <br />z o <br />J <br />N <br />M <br />z <br />0 o <br />�-J <br />W <br />w <br />U � <br />� g <br />O w <br />to <br />c_ <br />Q <br />A <br />co <br />o <br />w <br />Z <br />J <br />Z <br />a <br />i <br />E <br />O <br />i� <br />k <br />z• <br />E U <br />R <br />wa <br />_U <br />Z <br />O � <br />�z <br />< z <br />�qz <br />W 2 <br />C-4 <br />dt <br />le rp <br />wa <br />¢� <br />m� <br />O <br />Vj C <br />Z z <br />Z <br />J <br />b <br />aW <br />� <br />W <br />a� 3 <br />01 <br />° <br />aL <br />U� <br />�'= <br />z5pp,o <br />U �$ <br />0 <br />= <br />> CU <br />fY <br />LO <br />0 <br />Q <br />Fes- <br />Cfl <br />co <br />04 <br />N <br />r <br />(f � s <br />CN <br />m <br />o° <br />Liz <br />QI <br />o N <br />o <br />o <br />n N <br />T <br />0) <br />LID <br />T <br />r <br />L � <br />E <br />z <br />C) <br />Z <br />E M y <br />E <br />c <br />a <br />y <br />c� ¢ O <br />JOB <br />NO: 22-06474 <br />SCALE : AS NOTED <br />SHEET NO. <br />1 <br />