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HGT. <br />-------------- <br />BRG. AT ------------ GARAGE <br />- <br />HDR-H-GL----- <br />- <br />- - - - - - - - - - - - - - - - - <br />F <br />Y -5 <br />2'2„ <br />TEXTURE <br />-, <br />FINISH <br />00 <br />0 <br />00 <br />F.FL. <br />(2) 39"49" SH <br />TEXTURED <br />FINISH - <br />-------- -- <br />(1787) <br />12 <br />5� <br />12 <br />�5 <br />-- -- <br />16" BAND <br />HEEL <br />T.O. <br />HDR <br />0 <br />o' <br />(D <br />12 <br />7 <br />F.FL <br />CLG.HGT <br />-------------- --- <br />______________ <br />r _ _ _ _B_R_G. AT GARAGE., <br />----------HDRH-GI. <br />r\\--TEXTURED <br />2'-2"5 _ <br />FINISH <br />o o� <br />60 <br />00 <br />- - - - - - - - - - - - - - - - - - F.FL <br />LEFT ELEVATION <br />SCALE: 3/16"=1'-0" <br />12 <br />Q5 <br />--------------------------- -2r --- <br />TEXTURE <br />FINISH <br />1 H3-SH <br />10 <br />x 7, 9„ <br />-------------- �--- <br />--- +1"PAD -------------- +1"PAD <br />-- <br />�16" BAND <br />F4l9.2 <br />(2) 39"49" SH <br />TEXTURE <br />--------------------------- FINISH <br />(1787) <br />RIGHT 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 />� o <br />c1l <br />CO X <br />-C CDLo y <br />C C, i <br />T <br />f <br />O O <br />CU <br />w <br />o <br />'1 f <br />F L <br />r J E S 1 14 <br />a" <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and spedfications contained within these <br />drawings comply with the 2020 <br />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 />Engineers signature and seal. <br />r; a <br />o E <br />M 8 <br />-X.;�\y O <br />0 <br />d .0 c N <br />a� <br />Z <br />A, Q <br />N LL <br />C J LL W <br />LL <br />fl <br />C1 <br />cc LL 5 <br />S d <br />J w <br />Z_ <br />z @ o U) <br />w o <br />W <br />W <br />� ca N <br />0g <br />W <br />Z IL <br />(1)T m w <br />co U.)N Z <br />` <br />aN <br />Z <br />O U O N <br />W <br />❑❑ <br />V M !�2 <br />z N z 10 <br />�O <br />N <br />z o Q <br />Q <br />Q Q <br />a <br />r <br />Ln <br />z o <br />� <br />o <br />04-1 <br />to <br />�N <br />Of N <br />U) <br />U <br />l0 <br />�l <br />W <br />H JE <br />p <br />L U <br />i " <br />I/ <br />U o N <br />c v' <br />Q o <br />e <br />N <br />r� <br />ca <br />w <br />Z <br />CYJ <br />M <br />w <br />o <br />S <br />LL. <br />E <br />Q E <br />w� <br /><� <br />z® <br />HO <br />oa <br />o° <br />o� <br />o E <br />04 <br />ao <br />ao <br />xZ <br />¢w <br />U <br />O <br />o-z <br />Z <br />Z <br />C <br />C: <br />J <br />"m <br />w <br />f w <br />ccc��� <br />~� <br />Zp <br />aU <br />oLL <br />wF <br />$z <br />3 <br />O <br />o <br />C.0 <br />5 <br />>o <br />n <br />3 <br />f� <br />> M <br />Z <br />ui <br />� <br />� <br />Q <br />H <br />00 <br />CO <br />r <br />r <br />N <br />(/ <br />C=) <br />v+ m <br />Q <br />� <br />N <br />= <br />LO <br />N <br />O <br />O <br />r <br />r <br />E <br />o <br />0 <br />Z <br />E <br />a <br />m <br />E <br />U <br />a <br />� <br />Q p <br />JOB <br />NO: 22-05604-05601 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />9.1 <br />