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io <br />;01 o <br />80 ' <br />6 <br />It -A <br />12 <br />5F,� <br />12 <br />5� <br />--- T—'--------- -----------------------.------------------------------------- <br />TEXTURED <br />FINISH <br />1 H3-SH <br />FLASHING <br />METAL ROOF — �74" <br />7:12 PITCH— ... <br />— <br />-------------------------------------- <br />+1" PAD <br />-------------- <br />------ L ----------- ------------------- ==­=== --------------- FT <br />12 <br />5� <br />HEEL---------� <br />T_O.P. - <br />HDR. <br />-4.1 <br />-----------�J' 4 <br />12 <br />F_FL_--- V------ --- ------------- <br />EXTERIOR PLASTER <br />ON FRAME / <br />--------------------------- <br />BRG_AT GARAGE _ - - - CJ <br />CJAVEEP <br />F TEXTURE <br />Z— FINISH <br />F.FL. <br />-------------------------------- <br />TEXTURED <br />FINISH ----\ <br />--------------- <br />(1787) <br />12 <br />5F,� <br />12 <br />�5 <br />12 <br />Q5 <br />-------------- <br />--- +1"PAD ---T <br />-- -- <br />16" BAND <br />12 <br />Q5 <br />------------- rX-- <br />TEXTURED <br />FINISH <br />H_E_EL <br />-------T.O.P.-- <br />HDR. <br />12 <br />�7 <br />F.FL. <br />EXTERIOR PLASTER <br />_ ON FRAME--CLG_HGT. <br />�-- _ _ _ _ _ <br />BR_G_AT C <br />tiAFtHS'I• <br />----------------- 1------------------ L--------- EEL -- <br />LEFT ELEVATION <br />SCALE: 3/16"=1'-0" <br />--------------------------------------------------------------------------------r <br />--- <br />TEXTURED---" <br />FINISH <br />1H3-SH <br />sa xoa an T-9„ METAL ROOF <br />--- 7:12 PITCH <br />+1" PAD +1" PAD <br />— 1�: — — -_ -- ----- — — — — — — —------------------------------- <br />--- =16"BAND---- <br />(1787) <br />x H <br />TEXTURE <br />FINISH ----- <br />RIGHT ELEVATION <br />SCALE: 3/16'=V-0" <br />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 tmenor uovering I <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 />4X <br />N <br />0 <br />- N <br />Z <br />a W <br />...� <br />v aC� o <br />C f0 V N <br />— m <br />C Li G. <br />N O N L <br />N O <br />31: ea <br />> E s c <br />d�=Q <br />� 3 y <br />o m .c�i 6) = a <br />N O.� <br />E <br />o <br />L <br />0 <br />r. <br />.ti `ietilu <br />k p <br />CiT, •• <br />N <br />C) <br />FLO�-` <br />OP <br />E S S) O <br />'�'���orrfrtttrt►►������� <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />0 <br />W <br />v <br />(0 <br />g Ai $ <br />Q <br />�LL� u <br />0 Z 0 <br />a <br />a <br />C.,a Q <br />2_o <br />W <br />o <br />�Ojm <br />Z <br />IL LL <br />d Cl) Z Q <br />N' C"I <br />ZOU <br />N <br />W <br />I� <br />0 <br />z <br />z <br />z <br />a <br />13 <br />(1) <br />� <br />z <br />jt <br />U f <br />� <br />WW <br />U <br />O <br />c <br />�N <br />e <br />� <br />S <br />"- <br />W0 <br />s <br />Eo <br />a <br />a• <br />QO ru <br />N <br />d <br />oLL <br />'6 <br />W�� <br />j <br />O <br />V <br />r g� <br />rr5 <br />?� <br />Z <br />v <br />A <br />gl3 <br />�N <br />0 <br />>M <br />2 <br />rn <br />0 <br />Ca <br />H <br />L' <br />O <br />J <br />lid" <br />00 <br />CU <br />Q <br />'— <br />' <br />= T <br />CrLID <br />00, <br />N <br />Q <br />co <br />++'.+ <br />_a <br />i <br />N <br />LO <br />F— <br />O <br />O <br />s <br />C-� <br />to <br />1 <br />N <br />00 <br />(0 N <br />o <br />�, <br />z <br />C LO <br />z <br />` <br />C <br />a <br />o <br />v -i <br />a o <br />JOB <br />NO: 22-12484-12481 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />9.1 <br />