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6289 Beverly Hills Dr
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6289 Beverly Hills Dr
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Last modified
2/26/2025 7:50:47 PM
Creation date
2/19/2025 2:45:50 PM
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Building Plans
Street #
6289
Location
Beverly Hills Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
Unknown
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EXTERIOR PLASTER <br />ON FRAME <br />12 <br />5� <br />25 SH 25 SH <br />CJ <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />112 33 SH <br />80 <br />-----------------------------------------------------1--- 2ND FIN. FLR <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />HDR' Ht <br />=ram <br />0 <br />2ND FIN <br />T.O.M. <br />T,O.M.(I <br />ENTRY <br />HDR. H( <br />oo _ <br />00 0 <br />00 <br />FIN. FLF <br />CJ / WEEP <br />35 SH <br />6068 SGD <br />REAR ELEVATION - B <br />SCALE: 1/4" = 1'-0" <br />T.O. <br />--1--- FIN. <br />MMr-M f1I AC1 C1 C1"I K 1r%I r- I 1ClrAI 1 r-f AC1 nrn <br />RIGHT ELEVATION - B <br />SCALE: 1/4" = 1'-0" <br />__RIOR <br />>TER ON <br />AE <br />"URED <br />ENTITIOUS <br />;H ON CMU <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 />I 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 5N1 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 (lashings 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 />C= <br />c� <br />' <br />c� <br />o <br />LU <br />C3 W <br />ar- o <br />u a C <br />CO CV <br />Cy,- Q- <br />rn <br />s" x <br />Cv <br />CC W d <br />d <br />r y <br />y tZ. <br />a <br />v <br />rr `y`@l111l1ET�1jyr'rrr <br />`fir <br />G ` <br />\ ` CN <br />>% <br />4)t <br />. <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 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions <br />of the drawing pages bearing <br />Engineers signature and seal. <br />2s <br />qS <br />' <br />H <br />a <br />c,E <br />p N U <br />v <br />a <br />im SO <br />N ro <br />d <br />Q <br />M V <br />C: _J I1 LL W <br />ca <br />Z <br />�� o <br />a <br />Z <br />— o Y <br />mC:� co <br />. ° C3 o <br />O T C <br />W <br />W <br />Z <br />U)N� a <br />ZN <br />O v c0 <br />M � <br />Z N ch <br />O O <br />z o <br />WV1 <br />N <br />z -8 <br />Q) <br />U <br />1—, <br />v, <br />LU <br />U <br />O <br />oJim <br />�y N <br />tN <br />U <br />w ; <br />r <br />— E <br />I <br />I <br />U o <br />ca <br />0 <br />® D <br />o <br />w <br />co <br />M <br />zQ <br />O <br />Z <br />E <br />�� <br />¢� <br />ai O <br />E V <br />Z0 <br />oa <br />'T 6 <br />CL <br />xo <br />&a <br />0° <br />o< <br />Z� <br />O E <br />N <br />a p <br />w o <br />0 <br />¢p <br />z <br />w <br />L <br />(4 <br />C <br />Z <br />=Y <br />ma <br />O <br />OLL <br />ZJ� <br />�Z <br />Z <br />gz <br />CD- <br />3 <br />a <br />�Z <br />V <br />¢O <br />a� <br />=~ <br />Q Y <br />a 0 <br />CD <br />0w <br />a° <br />0 <br />> (� <br />m <br />m <br />2 <br />0 <br />Q�00 <br />L <br />CID 't <br />T <br />�. <br />� <br />T <br />^ <br />� <br />U) <br />N <br />m <br />LO <br />O <br />o <br />N <br />LO <br />C) <br />N <br />r— <br />N <br />Q <br />ai <br />ca <br />M <br />w <br />N <br />iii LO <br />o <br />Z <br />Z <br />E <br />a_ <br />E <br />o <br />U <br />o ai <br />Q p <br />_J <br />JOB <br />NO: <br />22-06454 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.2 <br />
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