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I it i 1111; 9 11 "1 <br />LO <br />U-) <br />Q <br />C:P <br />P1 <br />C) <br />co <br />LO <br />Ln <br />421 <br />Cn <br />C) <br />(JD <br />N-) <br />r_r <br />(n <br />CD <br />E <br />(D <br />E <br />0 <br />CD <br />r 7 <br />E2 <br />0 <br />Q <br />(D <br />CD <br />C�. <br />FIBERGLASS SHINGLE INSTALLED F — — — — — --- 12 <br />AS PER MANUFACTUER ) =0 <br />SPECIFICATIONS 12 . . . . . . -1 5 <br />5 <br />18 <br />(+1") 6" SMOOTH <br />TEXTURED BAND <br />-- 3068 <br />IT-O" RIDGE VENT <br />d <br />A <br />FnE <br />FRONT ELEVATION - B1 <br />SCALE: 1/4"=V-0" <br />tlw- <br />11 <br />F.FL. 25 SH 25 SH <br />------------------------------------------------------------------------------ I ------------ <br />RIGHT ELEVATION - 131 <br />1/4"= 1 1-011 <br />General Notes <br />ROOF CRITERIA: <br />0 12" OVERHANG U.N.O. <br />0 PLUMB CUT FASCIA ROOF <br />0 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 C1 787 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 7116" head, or 1-1/2" long, 16 gage staples, spaced in <br />accordance with ASTM C1 063 or C1 787, 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. vertically1horizontally or compatible adhesives, <br />exterior gun -grade, construction adhesive with V 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 manufacturers recommendations. <br />REV. 09.24,21 <br />cNi <br />4= <br />C%J <br />C= <br />CD -0 <br />to C" <br />C-4 <br />C-, <br />cc <br />In <br />CDC= <br />T <br />z <br />7 �: — <br />CL <br />C2 8 <br />C <br />t4) CL. <br />lit' <br />eo W, <br />--i C-4 <br />U <br />< <br />ok <br />U <br />0 <br />Q <br />F I <br />00 <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 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />0 E <br />C> C,) 8 <br />0 <br />CR <br />04 0 <br />C L� <br />CV <br />-J LLU <br />C9 LL <br />Z <br />0 <br />I LLJ <br />a- <br />ca C U) <br />W <br />9 <br />F15 Z� 0 <br />IL <br />LL <br />05 on <br />co 6 <br />LO N Z <br />n <br />C3 <br />0`1 <br />< <br />b 0 00 <br />Z <br />co <br />0 R) !9 <br />2! g <br />0 <br />CD <br />C—/> <br />LU <br />J <br />0 <br />I— co <br />E <br />u 0 <br />U) ID <br />CD <br /><0 <br />0� <br />W <br />Cl) <br />C0 <br />z <br />ILD 9 <br />Z <br />U- <br />cd E <br />CD- 8 <br />E <br />aa� <br />CIL <br />M 0 <br />0 <br />w , <br />0, <br />Z <br />C� E <br />t <br />6: o <br />< z <br />M Z <br />� Z <br />w w <br />W <br />0 <br />0, <br />Z <br />C: <br />0) <br />J <br />�Z <br />Mw <br />'0 <br />ID <br />Z <br />8 <br />CD <br />CD <br />Q0 <br />0 <br />0 <br />2 C:) <br />LO <br />LO <br />0) <br />cc <br />0 <br />r-L <br />CY) <br />:3 C:) <br />CIO <br />J <br />0 <br />L) <br />CO 0 <br />CN <br />Fn <br />LO <br />U) <br />< <br />0 <br />I <br />co <br />C:) <br />04 <br />(0 <br />0*) <br />LO <br />< <br />M C%J <br />T— <br />a) <br />E <br />Z, <br />0 <br />CY) <br />0 <br />Z <br />ca <br />Z <br />E <br />I <br />Co <br />C: <br />E <br />0 0 <br />0 -J <br />< <br />JOB <br />NO: <br />22-12364 <br />SCALE : <br />AS NOTED_ <br />SHEIET NO. <br />3.1 <br />