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1791 (TPA) Hidden River
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1791 (TPA) Hidden River
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2/28/2025 1:42:51 PM
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Lennar
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F. F. <br />FIBERGLASS EDGE OF SLAB 2" rn <br />SURROUND I BEYOND WALL <br />K 2-CAR GARAGE <br />S3 8'-0" FLAT CLG. <br />5, 34" <br />_ 1 .I <br />S3 <br />I <br />-- <br />I <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 I <br />I <br />I � <br />I � <br />I <br />I I <br />I <br />I <br />I <br />I <br />I <br />I D I <br />I S3 <br />L--------- - <br />CARPET <br />W <br />_ <br />9'-4" FLAT CLG. <br />2668 <br />-- -= --------- <br />- - - - - <br />HALL <br />8'-°" <br />10'-4" <br />4 <br />4068 B.F. <br />ff <br />V� <br />b <br />�� <br />M <br />4-SH <br />co0o <br />:71 <br />2'-4' <br />N <br />11'-10" <br />T-0" <br />9'-84' <br />BEDROOM 4 <br />1 <br />8'-0" FLAT CLG. <br />I <br />I <br />I <br />CARPET I <br />I <br />U)lrn <br />°`' <br />00 <br />V I <br />BEDROOM <br />I <br />1 <br />8'-0" FLAT CLG. <br />I <br />CARPET <br />EGRESS I <br />I <br />t7clip <br />25-SOH <br />1 <br />A <br />U) <br />uj <br />U O <br />w c`r'., <br />LO <br />to <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=2600 PSI <br />H6 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.0E Fb=2600 PSI <br />H7 <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2600 PSI <br />H8 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2600 PSI <br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for <br />R.A.G. FLITCH PLATE 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 />18JX25j <br />S.H. <br />13 <br />20X38j <br />184X37j <br />S.H. <br />14 <br />20X50j <br />18jX50 <br />S.H. <br />15 <br />20 X 63 <br />18 j X 62 4 <br />S.H. <br />16 <br />20 X 72 <br />18 J X 71 4 <br />S.H. <br />11-12 <br />271/4X26 <br />26X25j <br />S.H. <br />11-13 <br />27 1/4 X 38 j <br />26 x 371 <br />S.H. <br />1 H4 <br />27 J X 501 <br />26 x 50 <br />S.H. <br />1H5 <br />27JX63 <br />26X621/2 <br />S.H. <br />11-16 <br />27JX72 <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 501 <br />36 4 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 } 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 4 <br />S.H. <br />33 <br />54 X 38 j <br />52 } X 37 j <br />S.H. <br />34 <br />54 X 50 j <br />52 } X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 j 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 />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. Openings from a private garage <br />directly into a room used for sleeping purposes shall not be <br />permitted. Door between garage and residence shall be equipped <br />with solid doors not less than 1 3/8" in thickness, solid or <br />honeycomb -core steel doors not less than 1 3/8" thick, or <br />20-minute fire -rated doors. <br />R302.5.2 Duct Penetration. Ducts in the garage and ducts <br />penetrating the walls or ceilings separating the dwelling from the <br />garage shall be constructed of a minimum No. 26 gage (0.48 mm) <br />sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl <br />duct board, or other approved material and shall have no openings <br />into the garage. <br />R302.5.3 Other Penetrations. Penetrations through the separation <br />required in Section R302.6 shall be protected as required by <br />section R302.11, Item 4. <br />R302.6 Dwelling/Garage Fire Separation. <br />The garage shall be separated from the dwelling as per the <br />following: <br />• From the Residence & Attics - Not Less than 112" 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, Section R4501.17.1.9 <br />All doors and windows providing direct access from the home to <br />the pool shall be equipped with an exit alarm complying with UL <br />2017 that has a minimum sound pressure rating of 85 db at 10 <br />feet. Any deactivation switch shall be located at least 54 inches <br />above the threshold of the access. Separate alarms are not <br />required for each door or window if sensors wired to a central <br />alarm sound when contact is broken at any opening. <br />M 1507.2 Recirculation of Air. <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />recirculated within a residence or to another dwelling unit and shall <br />be exhausted directly to the outdoors. Exhaust air from bathrooms <br />and toilet rooms shall not discharge into an attic, crawl space or <br />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 />OA <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />O <br />+28.3 / -36.4 <br />OE <br />+26.6 / -28.0 <br />OF <br />+26.6 / -32.2 <br />OG <br />SEE SN SHEET O 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 +34.0 / -44.8 <br />WALL LEGEND <br />MASONRY HGT. @ 9'4" 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 <br />1817 <br />LIVING TOTAL <br />1817 <br />GARAGE <br />427 <br />FRONT ENTRY <br />32 <br />TOTAL AREA <br />2276 <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />FIRST FLOOR PLAN - V1 EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />SCALE: y4'-1'-O" GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />� O <br />L <br />O <br />0 V <br />Z M <br />_ o <br />z <br />z <br />Q <br />a <br />un o <br />C1 <br />(D <br />cn <br />w <br />O w <br />Of <br />= <br />E <br />�th <br />U <br />o ti <br />m N <br />w <br />■ 1-- <br />N M <br />C M <br />=g? <br />U r7i <br />N <br />Oo <br />9 <br />t"00 <br />rn <br />0 Z^ <br />FL � <br />o <br />MD. <br />N yc <br />:Jl <br />N <br />N <br />e o <br />Z Lu � z <br />U) <br />LU <br />LU10 <br />z O'�� <br />Q�a N <br />LL Wa\�p�t\�ti�tl N�� 0A <br />COM <br />Cr <br />c <br />t= <br />.. .1fi <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 2017 Florida Building Code - <br />Residential 6th Edit on. Engineer s signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />�o <br />W <br />Za <br />f� <br />o0 <br />bhU <br />0 0 W X <br />��Z <br />z <br />Em <br />O'�Wo <br />U 6 <br />CL <br />Lu <br />L <br />W <br />Cc <br />r z <br />� <br />DC <br />n <br />OO <br />Z <br />Q <br />_j <br />LL <br />- <br />C/) <br />W <br />U <br />J <br />T <br />I <br />oz <br />P <br />I- <br />o� <br />k <br /><< <br />Tr <br />0 0 <br />Z <br />Z <br />01 <br />0 M,- <br />J <br />��-1UJI <br />2: <br />Q <br />LLI <br />Q <br />Z <br />5a� �z�yy <br />rYaF <br />Lu <br />ri <br />N <br />a <br />CogLL1aW <br />O <br />rn <br />SCALE : AS NOTED <br />DATE : 08/07/2019 <br />TECH: FM <br />VERSION NO. 4nO <br />SHEET NO. <br />1.0 <br />
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