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6297 Beverly Hills Dr
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6297 Beverly Hills Dr
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Last modified
3/4/2025 1:06:13 AM
Creation date
2/18/2025 4:30:10 PM
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Building Plans
Street #
6297
Location
Beverly Hills Dr
Contractor
Lennar Home
Building Plans - Permit #
5111
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Y,001 OD T'- <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 <br />5 _ <br />-- - ------------------- - - --- - ---- <br />FLASHING DECO —� <br />SHUTTER 1/2 33 SH EXTERIOR PLASTER <br />12 DETAIL ON FRAME <br />5 <br />25 SH - 25 SH �12 <br />=_ <br />TOM ,_ _ I <br />M@ <br />-=--------- <br />-------------- — <br />TA PAR. <br />- <br />-- <br />-- <br />---------- — - <br />/ ENTRY <br />_- CJ / WEEP <br />HDR. HGT. <br />SCORED <br />r7ia � a/ aa r FF7 <br />STUCCO B <br />U <br />16070 OVERHEAD DOOR <br />j� TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />SCORED STUCCO <br />BANDS <br />FRONT ELEVATION — A <br />SCALE: 1/4" = V-0" <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 <br />12 <br />SCORED <br />STUCCO <br />BANDS <br />ri <br />SILL DETAIL <br />SCALE: 3/4" = V-0" <br />SCORED <br />STUCCO <br />BANDS <br />HEAD DETAIL <br />SCALE: 3/4" = V-0" <br />SCORED <br />STUCCr <br />BAND <br />DECO SHUTTER <br />SCALE: 3/4" = V-0" <br />T-Q.P.------------------------------ -- - <br />HDR. <br />CJ CJ <br />EXTERIOR <br />PLASTER ON <br />er FRAME <br />25 SH <br />2ND FIN. FLR. I y. <br />TOM._ <br />-AR_ _ <br />HGT. <br />SCORED STUCCO <br />BANDS —� <br />J_FLR.---I----------------------�--I-- <br />/--FLASHING — <br />-------------- ---- <br />35 SH <br />CJ / WEEP <br />------------------------------ --- ----------- -- ------ <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />25 SH <br />— 1. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — .— — — — — — — — — — — — — — — — — — — — — — — —. — — — —. — — — — — T — — <br />RIGHT ELEVATION — A <br />SCALE: 1 /4" = V-0" <br />General Notes <br />ROOF CRITERIA: <br />• 12" OVERHANG U.N.O. <br />• PLUMB CUT FASCIA ROOF <br />• PITCH PER ELEVATION <br />**G.C. VERIFY ROOF PITCH** <br />ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE <br />CONTRACTORS RESPONSIBILITY TO VERIFY <br />ROOF SLOPE REQUIREMENTS WITH TRUSS <br />MANUFACTURER. <br />**ELECTRICAL SPECIFICATION NOTES** <br />ELECTRICAL CONTRACTOR MUST VERIFY WITH <br />THE SPECIFICATIONS FOR THE TYPE OF FIXTURE <br />TO BE USED. LIGHT FIXTURES SHOWN ARE FOR <br />LOCATION PURPOSES. <br />txterlor Lovering <br />R703.7 Exterior Plaster. <br />Installation of these materials shall be in compliance with ASTM <br />C926 and ASTM C1063, or ASTM C1787 and the provisions of <br />this code. <br />R703.7.1 Lath. <br />Lath and Lath attachments shall be of corrosion -resistant <br />materials. Expanded metal or woven wire lath shall be attached <br />with 1-1/2" long, 11 gage nails having <br />a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in <br />accordance with ASTM C1063 or C1787, or as otherwise <br />approved. (Refer to sheet SN1 for the engineered method for <br />Lath attachment.) <br />Lathing Accessories <br />Attachments shall be of corrosion -resistant materials. <br />Wood Application: 16 Ga.xl-1/2" long (3/4"-1" crown) staples @ <br />6" O.C. vertically/horizontally into the framing members. <br />Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. <br />min. @ 6" O.C. vertically/horizontally or compatible adhesives, <br />exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. <br />or in a semi -continuous bead between the solid plaster base and <br />the solid portion of the key attachment flange. <br />Control Joints: Install control joint lathing accessories in <br />conformance with C1063. Lath shall not be continuous through <br />control joints, but shall be stopped and tied at each side. <br />All accessories shall be in accordance with the latest ASTM <br />C1063 & ASTM C1861. <br />R703.7.2 Plaster. <br />Plastering with cement plaster shall be not less than three coats <br />where applied over any type of code -approved lath and shall be <br />not less than two coats where directly applied over masonry, <br />concrete, clay brick, stone, or tile. If the plaster surface is <br />completely covered by veneer or other facing material or is <br />completely concealed, plaster application need be only two coats, <br />provided total thickness is as set in Table R702.1(1). <br />Cement plaster shall be in accordance with ASTM C926 and <br />material shall be in accordance with one of the types listed in <br />R703.7.2. <br />R703.7.3 Water -Resistive Barriers. <br />Water -resistive barriers shall be installed as required in Section <br />R703.2 and, where applied over wood -based sheathing, shall <br />include a water -resistive vapor -permeable barrier with a <br />performance at least equivalent to two layers of Grade D paper. <br />The individual layers shall be installed independently such that <br />each layer provides a separate continuous plane and any flashing <br />(installed in accordance with Section R703.4) intended to drain to <br />the water -resistive barrier is directed between the layers. <br />R703.2 Water -Resistive Barrier. <br />One layer of No. 15 asphalt felt, free from holes and breaks, <br />complying with ASTM D226 for Type 1 felt or other approved <br />water -resistive barrier shall be applied over studs or sheathing of <br />all exterior walls. No. 15 asphalt felt shall be applied horizontally, <br />with the upper layer lapped over the lower layer not less than 2 <br />inches. Where joints occur, felt shall be lapped not less than 6 <br />inches. Other approved materials shall be installed in accordance <br />with the water -resistive barrier manufacturer's installation <br />instructions. The No. 15 asphalt felt or other approved <br />water -resistive barrier material shall be continuous to the top of <br />walls and terminated at penetrations and building appendages in <br />a manner to meet the requirements of the exterior wall envelope <br />as described in Section R703.1. <br />R703.4 Flashing. <br />Approved metal flashing, vinyl flashing, self -adhered membranes <br />and mechanically attached flexible flashing shall be applied <br />shingle -fashion or in accordance with the manufacturer's <br />instructions. Metal flashing shall be corrosion resistant. <br />Fluid -applied membranes used as flashing shall be applied in <br />accordance with the manufacturer's instructions. All flashing shall <br />be applied in a manner to prevent the entry of water into the wall <br />cavity or penetration of water to the building structural framing <br />components. <br />Self -adhered membranes used as flashing shall comply with <br />AAMA 711. All exterior fenestration products shall be sealed at <br />the juncture with the building wall with a sealant complying with <br />AAMA 800 or ASTM C920 Class 25 Grade NS or greater for <br />proper joint expansion and contraction, ASTM C1281, AAMA 812, <br />or other approved standard as appropriate for the type of sealant. <br />Fluid -applied membranes used as flashing in exterior walls shall <br />comply with AAMA 714. The flashing shall extend to the surface <br />of the exterior wall finish. <br />Approved flashings shall be installed at the following locations. <br />• Exterior window/door openings. <br />• Intersection of chimneys or other masonry construction with <br />frame walls. <br />• Under and at the ends of masonry, wood or metal copings <br />and sills. <br />• Continuously above all projecting wood trim. <br />• Where exterior porches, decks or stairs attach to a wall or <br />floor assembly of wood -frame construction. <br />• At wall and roof intersection. <br />• At Built-in gutters. <br />Coastal Flashings <br />All flashing material for coastal locations (ex: within 3,000 feet of the <br />ocean) shall be corrosion resistant material (ex: zinc and/or stainless <br />steel) and shall be selected for compatibility with adjacent wood <br />preservatives per the manufacturer's recommendations. <br />REV. 09.24.21 <br />N <br />0 <br />cr <br />>Y <br />C', d <br />�w <br />�s <br />N <br />�o <br />aa,C=y" <br />a <br />3 io <br />Z, <br />E <br />o <br />a <br />.�. <br />y.,. ••. <br />J cb <br />'• FL0�• <br />To the best of the Engineer's nowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. 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 />6) <br />N <br />N •..d 0)Lo M <br />0 <br />V) 32 <br />M <br />Q <br />-9uu--LL w as <br />Z Lc: ab <br />m <br />I W reCq <br />W �pjO. m w <br />00 <br />� N Z ¢ r <br />IL <br />IL <br />tZ <br />t�� <br />i N <br />O U lA LW <br />Li Li <br />Cg1 N <br />Z <br />z ffi <br />z <br />o <br />v <br />J— <br />d N <br />13 <br />V) :2-1 <br />Q1 <br />�f� <br />W <br />OLAJ <br />V) <br />�V) <br />0 <br />U � <br />c <br />M <br />o� <br />E <br />oS® <br />o� <br />Uo <br />S E <br />�o <br />Z <br />N <br />ar <br />°o <br />� i <br />WZ <br />z'Z <br />its <br />'0 <br />Za0Z <br />>2 <br />Z <br />Z <br />W <br />U <br />0 <br />�! <br />vd]� <br />0S <br />J <br />'M <br />O <br />0 <br />r <br />d. <br />a. <br />U) m <br />N <br />U) <br />O <br />t` <br />CV <br />0 <br />N <br />Q n <br />r <br />ai <br />rEo <br />y N <br />o <br />z <br />c <br />E T <br />a <br />U <br />JOB <br />NO: 22-06453 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.1 <br />
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