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6378 Back Forty Lp
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6378 Back Forty Lp
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Last modified
3/5/2025 11:15:12 AM
Creation date
2/19/2025 8:24:41 AM
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Building Plans
Street #
6378
Location
Back Forty Lp
Contractor
Lennar Home
Building Plans - Permit #
6299
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60 <br />12 <br />2ND 4.0�— <br />—----------- O'le- <br />FIN FLR <br />---_ 12 <br />i �5.0 <br />_I_;_ <br />-4' OFF RIDGE VENT —' - <br />1 <br />—.- <br />. T_7� <br />r <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />FLASHING <br />12 <br />4.0 <br />i i rl <br />-- <br />I i i <br />TEXTURED <br />CEMENTITIOUS n <br />FINISH ON <br />CMU (TYP) <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />--------------------------- <br />35-SH <br />A-1--------------------------1----I <br />e068wD REAR ELEVATION — A <br />SCALE: 1/4" = 1'-0" <br />9'-0" RIDGE VENT <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />12 <br />— 14.0 <br />----------- <br />TEXTURED <br />FINISH NONIOUS RIGHT ELEVATION — A <br />CMU (TYP) <br />SCALE: 1 /4" = 1'-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 />I Exterior 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 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.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 fleshings 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 />4*a <br />o <br />r� <br />dLU <br />W <br />a <br />to Q r— b <br />ro um. x <br />W <br />N <br />2 2 p <br />3 m <br />c� as <br />c E <br />l9 O <br />C]. U <br />S� <br />ch <br />N <br />O <br />N <br />0 <br />tic <br />j�pSiB9Y484t�� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and spedficadons 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 />W <br />S go <br />0 <br />J <br />LL <br />tl) <br />r'-4 6 <br />a_ a <br />LL u_ IQ <br />Z <br />13C <br />- <br />@erno� <br />t09 O o <br />rn �Z d J m <br />W <br />ILW'orN`r <br />Z <br />J0w <br />N Z N N <br />Z <br />o ❑OD <br />W <br />U <br />Z M <br />z � <br />J <br />13 <br />U) <br />V) <br />-1 <br />n ... <br />z 3 <br />.o <br />4-1 <br />— <br />LL <br />'0 <br />OW <br />V1 <br />uz <br />U <br />i <br />U_ <br />N <br />M <br />U_ <br />y <br />8• <br />g <br />th <br />� <br />ECID <br />o� <br />9a <br />fo <br />a C <br />'� <br />�� <br />Za <br />m J <br />�b <br />a <br />sN <br />W <br />m <br />g <br />ii <br />U <br />a1z <br />NLL <br />� <br />01 <br />0 <br />Ln <br />E <br />0 <br />LO <br />� <br />.-. <br />N <br />a <br />LO <br />CN <br />Q <br />$ <br />U) <br />N <br />0 <br />LO <br />O <br />CO <br />U_ <br />M M <br />O <br />N <br />LCi <br />r <br />Q <br />00 <br />M 160 <br />T <br />W <br />LO <br />CD j <br />o <br />z <br />C <br />N <br />0 <br />a. <br />U <br />.. <br />¢ p <br />JOB <br />NO: <br />23-03654 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.2 <br />
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