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6712 Back Forty Loop
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6712 Back Forty Loop
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Last modified
3/24/2025 1:52:15 PM
Creation date
2/27/2025 11:25:45 AM
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Building Plans
Street #
6712
Location
Back Forty Loop
Contractor
Lennar Homes
Building Plans - Permit #
6317
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ti <br />80 <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />00 <br /><o <br />12 <br />5.01 <br />FIBEREGLASS SHINLGE INSTALLED `J <br />AS PER MANUFACTURER F-I_ <br />SPECIFICATIONS <br />- — <br />HDR. <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />FLASHING <br />-------- Z_SFi_.---- <br />2ND _ <br />FLR <br />O.M. <br />a <br />N e <br />HDR. ---- — ---- --- ---- - .._. -- -- <br />---- —----------------- ------------------ <br />TEXTURED i1U? El M F=_1 F711 FL-71 0 =L] <br />CEMENTITIOUS - - — FINISH ON <br />CMU (TYP) l El E_1 <br />El [7-1 F-1 111 Ll Ll0 <br />FINFLR — — — — t___ d L - ._J — <br />12 <br />5.01 <br />FRONT ELEVATION - A <br />SCALE: 1 /4" = V-0" <br />9'-0" RIDGE VENT <br />J __ <br />- T-- J i__..0 J- . J J .1 - <br />RAISED BANDS OR FOAM <br />PER COMMUNITY <br />SPECIFICATIONS <br />N <br />SCORED <br />STUCCO <br />4" N <br />EXTERIOR <br />PLASTER ON <br />co <br />FRAME <br />n <br />12 CJ 25-SH CJ <br />2ND4.01---------------------------- — ----------- — --- ---------------------------------------- <br />IN FLR — — <br />if I— I-------------CJ/WEEP--------- <br />R---- --------- IE[ ------ <br />12 <br />14.0 <br />TEXTURED <br />CEMENTITIOUS <br />CMU(T°; 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 />Exterior Coverina <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 a 7/16" head, or 1-1/2" long, <br />16 gage staples, spaced in accordance with ASTM C1063 or <br />C1787, or as otherwise approved. (Refer to sheet SN1 for the <br />engineered method for 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 />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 />e•� <br />N <br />v <br />e%a <br />t� <br />-.. o <br />z d <br />o w <br />Aso <br />Li =I o <br />m <br />u <br />N C LA_ d <br />A <br />O i <br />e d N Cc <br />c C* Q <br />Colic <br />ry of CD a <br />1_ N C p <br />W a <br />E <br />� e <br />a �+ <br />o` <br />M <br />0 <br />CV <br />CV <br />0 <br />rfe�r o <br />r ;r <br />Q <br />ri.de1: <br />To the best of the Engineers knowledge, 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />N <br />t� <br />0 r..010Dc <br />�NO32 43 <br />CM c <br />J lJL W <br />LL <br />J LL a <br />�_ t rn a <br />Z <br />cc z <br />a.ro N ro O <br />Wr9�piO' m <br />k <br />ILur)Z�=Z¢J <br />N OU <br />Z L) y <br />W ❑❑ <br />z <br />z n <br />¢ S <br />U) <br />v1 z 1p <br />� d <br />ruLU <br />o <br />U <br />0 <br />o <br />J <br />N ¢ <br />E Eon <br />Q <br />E p U <br />Sri <br />zo <br />oa <br />c <br />0 <br />Z3 <br />t� LE <br />Y f <br />M <br />Qy <br />q <br />R z <br />u� J <br />m <br />� C <br />z� <br />Z <br />J <br />3 <br />y <br />a 0 <br />Zz <br />$ <br />too. <br />T <br />0 <br />3° <br />aZ <br />y w <br />W <br />cc <br />o <br />z <br />�~ <br />Mill0� <br />O <br />'r <br />0 <br />° <br />L O <br />J <br />> Lo <br />rn <br />E <br />m <br />c9 <br />Liz <br />Co Lr) <br />T <br />CV <br />N <br />Q <br />� 8 <br />a- <br />W <br />O <br />LO <br />LL <br />0 <br />M <br />Y <br />0 M <br />O <br />04 <br />Niz <br />L <br />T <br />Q I- N <br />r <br />ui <br />m <br />CD r j <br />d <br />Z <br />Z <br />N <br />E T <br />c <br />a. <br />U Q p <br />JOB <br />NO: 23-04903 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.1 <br />
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