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/O'�B KEYSTONE DETAIL <br />SCALE: 1 /2"=1'-0" <br />A WATER TABLE DETAIL <br />SCALE: 1/2"=1'-0" <br />FIBERGLASS <br />SHINGLES <br />T.O.P. J <br />HDR. <br />0� <br />O <br />00 O <br />i <br />CO <br />O Z 1 <br />N MOD 25 SH <br />16" BAND — <br />CLG. HGT. <br />o C° <br />-1 -7-1 <br />�a <br />000El <br />E71E]E--1E:1 <br />=1E]0E] <br />UNIT -A 1532 <br />FIBERGLASS <br />SHINGLES <br />T.O.P <br />12 <br />4.01— <br />on I <br />OMNI <br />MEN, <br />VINYL 0 <br />MEN ONE MEN MEN MEN MEN <br />FOAM <br />I== MEN U1 !. M im, I <br />MEN MEN <br />I MOD 25 SH i <br />TEXTURED FINISH TEXTURED FINISH <br />FIBERGLASS <br />SHINGLES <br />HDR <br />50 <br />MOD 25 SH <br />Jv— <br />BAND F.F <br />CLG. HGT <br />i�o�oo 00 00 l0000l, �000l oo� o� '0000 I 000❑ <br />oo <br />0�00 00 FE 0000�� o000 � �0� oo❑a ono❑ �,�0 �- m <br />--��� -- 0� �0 �0�� -��o0 00 01� i ; o❑❑a---000n FFL <br />UNIT-C 1624 <br />HDR. <br />00 O <br />io <br />o <br />Z MOD 25 SH <br />MOD 25 SH <br />o <br />Z MOD 25 SH <br />MOD 25 SH <br />TnKA <br />UNIT-C 1624 <br />UNIT-C 1624 <br />0 Ll <br />New <br />UNIT -A 1532 <br />FRONT ELEVATION <br />SCALE: 3/16" = 1'-0" <br />12 <br />— 14.0 <br />FIBERGLASS <br />SHINGLES <br />— _ <br />T.O.P. <br />HDR <br />00 <br />----_ <br />O <br />MOD 25 SH <br />MOD 25 SH <br />MOD 25 SH <br />MOD 25 SH <br />MOD 25 SH <br />Tnnn_ <br /># <br />F.FL. <br />TEXTURED <br />FINISH <br />TEXTURED <br />FINISH <br />TEXTURED <br />FINISH <br />in <br />F.FL <br />o <br />60 <br />% <br />o <br />00 <br />i i <br />I <br />'I � <br />V[ <br />i <br />�1— <br />— — _ <br />6068 SGD <br />I I N IT -A 1-R17 <br />6068 SGD <br />I I N IT-(. 1 F7d <br />6068 SGDUNIT-C 1624 <br />6068 SGD <br />UNIT-C 1624 <br />6068 SGD <br />UNIT-C 1624 <br />6068 SGD <br />UNIT -A 1532 <br />REAR ELEVATION <br />SCALE: 3/16" = 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 />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.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 />N � <br />N <br />O <br />N <br />C'4 <br />co+ <br />w <br />� W <br />OL L <br />O <br />U CL n n <br />C M C.) N <br />N �u-a. <br />t!7 9 N L <br />N C1 <br />3 = °7 <br />•� e s <br />C C> <br />U <br />7 ,@ <br />N � � <br />C E <br />ti o <br />a U <br />... -� F.:. C-4 <br />� <br />'ti <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />p <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. 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