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36434 Garden Wall Way
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36434 Garden Wall Way
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Last modified
2/26/2025 4:12:43 PM
Creation date
2/18/2025 4:12:31 PM
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Building Plans
Street #
36434
Location
Garden Wall Way
Contractor
Lennar Home
Building Plans - Permit #
Unknown
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12 <br />5.01 >�VONT_---�- <br />FIBEREGLASS SHINLGE INSTALLED ooO-4' OFF RIDGAS PER MANUFACTURER lSPECIFICATIONS� <br />LO-J r-1 LO-J rl 12 <br />2ND �4.0 <br />NFLR <br />- -------------------------- --, ---- _ — --- — ---- <br />--——— — — — — — — — — — <br />CJ/WEEP <br />c <br />E <br />35-SH <br />I-----------------------L—J- <br />6068 SGD <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON <br />CMU (TYP) <br />REAR ELEVATION — A <br />SCALE: 1/4" = 1'-0" <br />9'-0" RIDGE VENT <br />12 <br />5.0 <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />------------ -------------------------------- ------------------------------------ <br />EXTERIOR <br />PLASTER ON <br />FRAME 1 H3-SH <br />24 SH <br />FLASHING <br />12 r 12 <br />----- 4.01 — — — — — — — — — — — — — — — — — — — — — — — — — CJ---------------------------CJ �4.0 <br />CJ <br />----------------- CJ/WEEP— — -- — <br />---------------------------------------------------------------- ------------------------------------------------- <br />------------J —1 ----------------------------------------------------t---------------------1---FINFLR <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON <br />CMU (TYP) <br />i. <br />I <br />LEFT 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 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.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 />I <br />to <br />a <br />> W <br />O <br />a� o <br />o_ <br />cv <br />m <br />o yc <br />LZ <br />N Z <br />3 —2.) w <br />C= <br />L <br />N '1 �- <br />C <br />is <br />lb <br />i <br />= Q <br />Q.co <br />wu <br />� <br />C <br />. FL-0 <br />�. <br />` <br />0�� <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 beadng <br />Engineers signature and seal. <br />- v1 <br />W E <br />a <br />N$ o <br />V <br />.N„ O C: to <br />0~0 <br />0 WD r � <br />0 'Cu: M C 2S # LL <br />u_ <br />a J 2 � w <br />J U SS d <br />Z M o <br />L cc <br />L O <br />= 'M N tD 0 <br />LLWr°�aj6) m <br />= C <br />14 <br />ZN OU <br />U <br />W ❑ ❑ <br />z 2 c <br />0 <br />z 2 co <br />N <br />z � <br />Q <br />d N <br />N <br />m <br />to z <br />(1) 0 o <br />a--+ <br />0 <br />w o <br />to C w <br />�V) <br />U <br />w <br />E <br />8 <br />'.. <br />I <br />_ d <br />U 'o H <br />0 <br />° <br />N m <br />s o0 <br />O <br />w <br />COo <br />� <br />C <br />a o <br />v <br />Eco <br />wj <br />�® <br />❑a <br />O <br />OU <br />�o <br />a r <br />0 OU <br />Q <br />Z <br />N �� <br />d 0 <br />ao <br />¢ <br />a 2 <br />rw <br />Gz <br />o <br />m O <br />n <br />W <br />LL <br />W <br />a <br />E <br />aLL <br />Jw <br />om� <br />o <br />O <br />a r <br />v <br />0 <br />c � <br />Lo <br />rn <br />m <br />m <br />CID <br />tU <br />�- <br />O <br />00_%� <br />Cr _V CIO <br />m <br />N <br />�. <br />C <br />LO <br />0 <br />M <br />ca 0 N <br />0) <br />M N <br />Lo <br />r <br />< <br />T <br />E <br />> M N <br />r— <br />o <br />Z <br />cc <br />Z <br />7 V7 r <br />'� <br />E T—cc <br />m <br />a <br />E <br />U J Q p <br />JOB <br />NO: 22-12360 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.2 <br />
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