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HGT. <br />6" <br />c CORBEL DETAIL <br />SCALE: 2"=V-0" FYPON: DTLB4x6x9 <br />B KEYSTONE DETAIL <br />SCALE: 1 /2"=V-0" <br />A WATER TABLE DETAIL <br />SCALE: 1 /2"= V-0" <br />I I I_ i I 1 1 1_ 1 I I I , I__ I__ <br />-- -- ------------ �,C�s — r - -L'y - --- 1d/ IRlfltl---- _-.. --- - -J- - �- �i�=i r ---------------- - - - - - - - ----- --- - - - - - -- <br />-4 -- - -- <br />- _ HDR <br />--- -- -�-� --- --- --- -- --- - ------ — -- --- <br />n n n n L O <br />n � n � n n <br />a LJ JUIL f iJ l -I ' 1 <br />a SH TTERS o 0 0 o a o <br />i o -- <br />FO <br />(TM ) <br />4 Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH Z <br />T XTURED FINISH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH 4 - MOD 25 SH Q - <br />N N N T2 <br />N� -------../_ BAND- - - - - - - - - - --- - - 16" BAND F.FL <br />CLG. HGT <br />z. �._... - - _---------------- ---- -- --- -------_----------_----------------------_--.-.--------------- - -- ---- - - - `� f----------- -- - <br />I I � <br />BAN - <br />TEXTURED FINISH 9 TEXTURED FINISH <br />ft <br />tD <br />r <br />_ 117 .-- <br />-1� if 1� 1 J��U �lf� -fin �� I� L� � � --7 <br />Cl0 nnE P� ICJ �0l <br />- <br />--nn �0 1� a❑ - nn� r-.11- <br />A u0El❑ FI <br />_ �� 1- - -r - - -- - I -- — -� -�- --�-- �- I� -- -- <br />-- -- -- ---- -- - - - -- <br />x7' ARAGDOOR 8'x7' GARAGE DOOR 3068 DOOR 3068 DOOR 8'x7' ARA E DOOR x AR 3068 DOOR - x7' <br />A <br />UNIT -A 1532 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 9 U N IT-C 1624 <br />6068 SGD <br />MOD 25 SH <br />I- <br />UNIT -A 1532 <br />6068 SGD <br />UNIT-C 1624 <br />6068 SGD <br />UNIT-C 1624 <br />UNIT -A 1532 <br />FRONT ELEVATION - STANDARD (STD <br />SCALE: 3/16" = V-0" <br />6068 SGD 6068 SGD <br />UNIT-C 1624 U NIT-C 1624 <br />6068 SGD <br />UNIT -A 1532 <br />REAR ELEVATION - STANDARD (STD <br />SCALE: 3/16" = 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 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 />c yp <br />R703.7.Z <br />R703.7.3 Water -Resistive Barriers. <br />Water -resistive barriers shall be installed as requited 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 />C" <br />cis <br />c► <br />ell- <br />• r <br />z <br />c <br />0 <br />�= <br />d� <br />O L <br />O <br />u n. <br />N � O <br />Vf O 16 <br />E <br />U <br />°C 3 ro <br />a� <br />E <br />ro 0 <br />L1. U <br />0 <br />r <br />/­v <br />V . <br />ih <br />J cal <br />N <br />- i o••........ <br />To the best of the Engineers knowledge, information and belief, <br />the structural P <br />plans and specifications contained within these <br />P <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />N <br />{W� <br />v E � N <br />O ch 8 � rp <br />V <br />N CS, <br />0 <br />7° ao9l�� <br />v� <br />Q <br />N LL Q. 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