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36654 Garden Wall Way
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36654 Garden Wall Way
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Last modified
2/26/2025 7:04:34 PM
Creation date
2/18/2025 4:17:32 PM
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Building Plans
Street #
36654
Location
Garden Wall Way
Contractor
Lennar
Building Plans - Permit #
6595
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PLY @ BASE <br />TYP @ 2 STORY <br />1. <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br /><0>(2) <br />- 2X1 0 #2 SYP W/ 1/2" <br />FILITCH PLATE <br />(2) - 2X1 2 #2 SYP W/ 112" <br />FLITCH PLATE <br />(2) - 13/4" X 11 1/4 LVL <br />2.OE Fb=2950 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.OE Fb=2950 <br />(2) - 13/4" X 16" <br />LVIL 2.OE Fb=2950 <br />(2) - 13/4" X 7 1/4" <br />LVL 2.OE Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2' <br />Follow Q/S4. See Plan for <br />RAG <br />FILITCH 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 />18JX 251 <br />S.H. <br />13 <br />20 X 381 <br />184 X 371 <br />S.H. <br />14 <br />20 X 501 <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 <br />S.H. <br />16 <br />20 X 72 <br />184X714 <br />S.H. <br />11-12 <br />27 1/4 X 26 <br />26 X 25 4 <br />S.H. <br />11113 <br />27 1/4 X 38 <br />26 x 371 <br />S.H. <br />1H4 <br />271 X 501 <br />26 x 50 <br />S.H. <br />IIH5 <br />27JX63 <br />26 X 62 1/2 <br />S.H. <br />11-16 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 4 X 25 1/2 <br />S.H. <br />23 <br />37JX 381 <br />36 4 X 37 314 <br />S.H. <br />24 <br />37JX 501 <br />36JX 50 <br />S.H. <br />25 <br />37JX63 <br />364 X 62 1/2 <br />S.H. <br />26 <br />37JX 72 <br />36 J X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73JWIDE <br />S.H. <br />32 <br />54 X 26 <br />52JX 25 J <br />S.H. <br />33 <br />54 X 381 <br />52 4 X 37 1 <br />S.H. <br />34 <br />54 X 501 <br />52 JX 50 <br />S.H. <br />35 <br />54 X 63 <br />524 X 624 <br />S.H. <br />36 <br />54 X 72 <br />52J 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 />FIRST FLOOR PLAN - ELEV-Al <br />SCALE: Y411= 1 1-011 <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 1-318" 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 R302.1 1, 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 f1r. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />+29.7 -32.2 <br />+29.7 / -39.7 <br />+28.3 -30.8 <br />+28.3 / -37.0 <br />+26.6 -29.1 <br />+26.6 / - 33.5 <br />SEE S <br />SEE SN SHEET ru N SHEET <br />140MPH <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 />WALLLEGEND <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 "All' <br />FIRST FLOOR LIVING 1093 <br />AREA <br />SECOND FLOOR LIVING 1491 <br />AREA <br />LIVING TOTAL 2584 <br />GARAGE 427 <br />FRONT ENTRY 35 <br />TOTALAREA 3046 <br />INSULATION REQ. <br />EXT CONIC WALL I R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING I - ` - - -- <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION IR-11/R-13 KRAFTFACED <br />(GARAGE / LIVING) <br />C3 <br />=6 C= <br />cc C.J <br />00 <br />C:3 <br />C-4 <br />CD <br />co <br />Zj <br />2 <br />E <br />cS <br />CL_ <br />" 14/ <br />C,4 <br />W, <br />. . . . . . . . <br />451 <br />0 <br />To the best of the Engineers knowledge, informabon and belief, <br />the structural plans and specAcations contained within these <br />drawings comply with the 2020 <br />Flodde Building Code - <br />Residential 7th Edibon. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />AM�II <br />0) <br />W <br />C� E <br />M 8 <br />Lo 0 <br />C'4 � - M Ls <br />a) 00 , R - <br />45- Co O'D <br />r-L * <br />04 0 <br />al <br />L�u <br />13 <br />LL LL . <br />- - W 32 <br />Z <br />i <br />co 6, <br />0 <br />M C%J (0 <br />2-�; 2 <br />PT. 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