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0 <br />A O <br />S3 <br />35-SH <br />I ILU <br />a a. <br />Cn <br />\\ c,4W zN 04W <br />b <br />`\ 30'-0" 0410, in <br />" CAFE <br />4-° FAMILY ROOM VAULT. <br />CLG. <br />\ VAULT. CLG. <br />CARPET <br />PATIO T' ci \ \ fh <br />T <br />�? <br />I <br />a I <br />I <br />2:1 LINGPE4 1 <br />1 I <br />I' <br />I � <br />9'-0" T-8" 2'-8" 4'-3" 6 V-10" T-7" <br />I <br />6-0" 1'-5 " i G DRER VENT <br />S3 TH RU ROOF <br />#2 SYP <br />STUDS <br />S W/USP G <br />= HTT4@ BASE S3 <br />Ov? v <br />to <br />N OWNER'S <br />SUITE <br />8'-0" FLAT CLG. <br />CARPET <br />v <br />TYP @ 1 STORY <br />I <br />' S3 <br />co <br />I <br />go <br />= w <br />OLO <br />N UJ 12'18" <br />tl• <br />I. <br />M <br />CARPET <br />H.B. <br />\ N <br />2668 <br />4-SH <br />Ia w <br />101= <br />1 <br />SHOWER <br />FIBERGLASS <br />1 D•24 W. <br />1M <br />19 <br />TI <br />9 30 <br />bL ___ <br />4068 B.F. <br />1 V-4" N <br />BEDROOM 250 <br />8'-0" FLAT CLG. <br />CARPET <br />11111C11111111C)� <br />lO <br />H.B. <br />FIBERGLASS <br />SURROUND <br />Q <br />°icc <br />cc <br />CN <br />HAL <br />9'-4" FLAT CLG. <br />CARPET <br />c� II 4-SH II to <br />N -4 2'" II N <br />EGRESS <br />25-SH <br />(D <br />ENTRY <br />8'-0" FLAT CLG. <br />HANSON BOX @ <br />36" A.F.F. AT <br />EDGE OF SLAB 2" En <br />BEYOND WALL <br />K 2-CAR GAR GE <br />33 V 8'-0" FLAT CLG. <br />S3 <br />2668 I 06 <br />8'-0" iv <br />c <br />I <br />`r4 <br />'BEDROOM <br />V-0" FLAT CLG. <br />CARPET <br />a) <br />I <br />j W (3) #5'S E.W. <br />I <br />I I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br />I <br />I 1 <br />I <br />I <br />I <br />I <br />I I <br />I ~ <br />I 17 <br />I <br />I <br />I <br />I I <br />I <br />L---- i------- <br />R&SI-- G_T_ <br />MMMI 40681 B.F. <br />V-83" 1 <br />EDROO. 4 <br />8'-0" FLAT CL <br />CARPET <br />I <br />2'-6" x 2'-6" x V-0" <br />W/ (3) #5'S E.W. <br />A <br />Cn <br />o <br />WM <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 />20X26 <br />184X25i <br />S.H. <br />13 <br />20X38J <br />18JX37J <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />18 X62J <br />S.H. <br />16 <br />20X72 <br />18}X71J <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 4 <br />S.H. <br />1H3 <br />271/4X38J <br />26x371 <br />S.H. <br />1 H4 <br />271 X 501 <br />26 x 50 <br />S.H. <br />1 H5 <br />271 X 63 <br />26 X 62 112 <br />S.H. <br />1H6 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 } 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 50 1 <br />36 J X 50 <br />S.H. <br />25 <br />37JX63 <br />36JX621/2 <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 } X 25 } <br />S.H. <br />33 <br />54 X 38 J <br />52 J X 37 J <br />S.H. <br />34 <br />54 X 50 J <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 } X 62 } <br />S.H. <br />36 <br />54 X 72 <br />52 } 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 Table 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 />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+29.7 <br />/ -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 />SEE SN SHEET O1 SEE SN SHEET <br />6O <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 />MASONRY HGT. @ 8'4- A.F.F. <br />TYP. 2x FRAME WALL <br />INTERIOR 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 <br />1ST FLOOR LIVING AREA 1817 <br />LIVING TOTAL 1817 <br />GARAGE 427 <br />FRONT ENTRY 32 <br />TOTAL AREA 2276 <br />FLOOR PLAN ELEV-Al <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 KRA" FACED <br />EXT FRAME 2 x <br />R-1KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />1, <br />SCALE: J4 "=1 �-O�� <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />,,►111111R�rrrfr <br />ELO�-•�� <br />3 S 10 <br />S� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings campy with the 2020 <br />Florida Building Code - <br />Residentlal 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />E <br />' <br />= <br />N c 8 'N' it LL <br />0 <br />W <br />to r- r- ur a <br />adj <br />04 v LL0. 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