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6474 Beverly Hills Dr
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6474 Beverly Hills Dr
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Last modified
3/25/2025 10:36:19 AM
Creation date
2/19/2025 8:27:39 AM
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Building Plans
Street #
6474
Location
Beverly Hills Dr
Contractor
Lennar Homes
Building Plans - Permit #
5157
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12 <br />5 <br />SHINGLE OR TILE ROOF PER <br />12 <br />F4 <br />1" x 4" SMOOTH <br />COMMUNITY SPECS - INSTALLED <br />F1 <br />TEXTURED <br />PER MANUFACTURERS <br />SPECIFICATIONS <br />/ <br />\ <br />TRIM /BAND <br />------------ <br />----------------------------- <br />T.O.P. <br />HDR HGT. <br />1'-0" <br />EXTERIOR <br />PLASTER <br />ON FRAME <br />3 <br />o: <br />m <br />co <br />C) <br />LO <br />v <br />V <br />N <br />J <br />0 <br />1 <br />x <br />m <br />0 <br />0 <br />r3 <br />L0 <br />L0 <br />O <br />1 <br />u� <br />v <br />cn <br />0 <br />.n <br />rn <br />c <br />1Y <br />FV— <br />a <br />N <br />N <br />a <br />E <br />t° <br />w <br />E <br />Cn <br />2 <br />0 <br />c <br />c <br />J <br />y <br />a� <br />C� <br />C <br />U <br />0 <br />i <br />0 <br />•U <br />J <br />N <br />Li <br />O <br />0 <br />0 <br />a <br />0 <br />Lo <br />45 <br />0 <br />Q <br />m <br />v <br />---------- — — — — — — — — — — — <br />18" X 60" <br />u SHUTTER <br />FF <br />I - °iao <br />N 00 <br />i 1" x 12" SMOOTH � <br />' 25 SH 25 SH TEXTURED <br />35 SH 5 TRIM / BAND <br />HEEL 2nd FIN. FLR. <br />N T.O.M. -' <br />------------------------- ------------ ------ <br />CJ / WEEP CJ / WEEP <br />------- --- --- --- <br />HDR HGT. <br />F17 <br />F1 F1 <br />o <br />O pp <br />TEXTUREDbo <br />CEMENTITIOUS �� <br />FINISH ON C.M.U. <br />F1 <br />L7 F1 <br />F2)- 35-SH I� <br />FIN. FLR. F1 FIN. FLR. <br />---- - -- - -------- -' -- <br />----------------------- <br />FLASHING <br />12 <br />FRONT ELEVATION - B1 <br />12 <br />LEFT ELEVATION - B1 <br />SCALE: 1 /4"= V-0" <br />�aa <br />iGT. <br />"leo <br />N CO <br />r` <br />FLR. <br />M� <br />O.M. _. <br />r <br />=LR. <br />Rol <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 />Exterior Covering <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.x1-1/2" 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 />properjoint 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 />KtV. U9.24.21 <br />N <br />N <br />N <br />� <br />o <br />a�-wy a <br />N <br />X>< <br />C LL al- <br />N � N y <br />y � 1 <br />E <br />o� <br />� U _ a <br />3 <br />E <br />o <br />a <br />w <br />(J <br />s <br />�1 <br />cr <br />�u <br />r <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />11111 <br />W v E <br />H o roi <br />0 e 00 N <br />N arr0 <br />IN r <br />IN 0 <br />Q C J SZ <br />_J LL LL <br />4& <br />� LL <br />w <br />o- <br />a <br />Z <br />L to O0 <br />_ <br />W ryNc_o <br />0 o <br />�. N <br />LL W 00 Zo 0 <br />Cl) <br />m w <br />Q J <br />N <br />OU <br />Z <br />3 co <br />W <br />❑❑ <br />V M � <br />Q) <br />7 N h <br />Z N <br />mo O <br />Q <br />N <br />(D o <br />LL <br />Tom• <br />Cn <br />t'Cj w <br />o .� <br />V <br />w 8 <br />V I (_.•i N <br />U <br />_w m <br />m $ <br />I� <br />= w <br />U o <br />� o <br />Q N <br />• <br />o <br />'l> <br />w <br />Ly <br />M <br />Cl)p <br />J <br />Z <br />z <br />Q <br />L L <br />r <br />w o <br />> N <br />a R <br />a <br />E �� <br />wo <br />`<_ <br />=® <br />CK3�I <br />O r <br />�g <br />U <br />a <br />Do <br />0, <br />Z <br />N <br />o <br />w p <br />a z <br />w <br />L <br />¢ pW <br />m 0 <br />r <br />m <br />Q W <br />�z <br />r� <br />¢m <br />o <br />Z <br />QO <br />Q <br />a <br />tiw <br />W <br />w <br />W� <br />_3C <br />J <br />0 <br />as <br />p0 <br />0 <br />(D <br />v <br />zla <br />� <br />° 3 <br />1 CD <br />L / <br />Q <br />0 <br />^LO^11 <br />i <br />Q <br />co T <br />N <br />� <br />Y_ <br />W <br />Ln <br />-0 No <br />O <br />LI <br />N <br />O <br />00 <br />Q <br />In <br />M <br />r <br />Q <br />o <br />Z <br />Z <br />� N <br />E y <br />c <br />c <br />f0 <br />d <br />E o v m <br />U _J Q p <br />1 <br />0 <br />_J <br />JOB <br />NO: 22-06462 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.1 <br />
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