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1 <br />—2 -�4.0 <br />FIBERGLASS <br />SHINGLES <br />�T <br />— <br />�. T.O.M. <br />------------------------------ B ------- ----------- B ------------- I ---------------- <br />TEXTURED <br />13 SH FINISH <br />13 SH <br />_-------- <br />— 16"BAND <br />T.O.M. <br />---- <br />HDR. <br />� <br />-------------------- -- <br />a <br />TEXTURED <br />O <br />FINISH o <br />EO <br />r <br />00 <br />�r <br />- - - - - <br />35 SH 25 SH 25 SH <br />- - - - - - - - - - - - - - - - - - <br />o <br />l <br />O _ <br />0 <br />ib <br />2n <br />CLC <br />A <br />co <br />60 <br />LEFT ELEVATION - STANDARD (STD <br />SCALE: 3/16" = V-0" <br />RIGHT ELEVATION - STANDARD (STD <br />SCALE: 3/16" = V-0" <br />---- HDR. <br />0 <br />o bo <br />iD <br />— — — — _ 2nd F.FL. <br />— — — — _ CLG. HGT. <br />T.O.M. <br />AT GAR. <br />— 8" FRIEZE <br />BAND <br />v <br />ib <br />iT <br />00 <br />O <br />— F.FL. <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 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 />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 />I Coastal Flashinas <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 />;7*10111s�tz,W1 <br />eh <br />N <br />G� <br />N <br />C® � <br />d <br />� � w <br />" <br />o <br />N <br />Q m X <br />N `..�-p L <br />N .Cf O R <br />e-. <br />� <br />3 <br />u v <br />N A� <br />c E <br />d 0 <br />o- u <br />a <br />M <br />N <br />O <br />N <br />v <br />N <br />0 <br />��.,�� EFvgE•1+,,�`e <br />• <br />y � <br />••� <br />. hio PE7 50 <br />� * P <br />N �� •• STATE OF <br />a <br />Al <br />* , <br />0 E ars <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 />Engineers signature and seal. <br />W E <br />a o3 N <br />ti N O' C7 _ <br />J <br />0 °' W N LL LL <br />(A to ti w <br />a <br />Q M 1 3 w a UJ <br />m LL o z c� <br />Z <br />ZJ rn o <br />L @ 'It p 0 <br />Y o— = 0 <br />m <br />I..(r J m <br />ILN M Z U H <br />06 ❑❑❑ <br />Z <br />W <br />V M � <br />N O <br />o <br />W <br />QNQ <br />O Q <br />Q <br />N <br />0 <br />N <br />LU <br />O L�u o <br />to N <br />U <br />W J <br />t-- — E <br />r 8 <br />r <br />z� <br />r <br />W <br />W s <br />¢ m <br />�m <br />o <br />w <br />m <br />C. >z <br />UL <br />z <br />z <br />Q <br />� <br />Ea <br />ca- ® <br />E u <br />zo <br />oLL <br />Lu <br />>M <br />Q� <br />z® <br />�cu <br />_� <br />o E <br />0 <br />�a <br />oa <br />c <br />�o <br />o <br />ww <br />�J <br />cn <br />zz <br />p U <br />mo <br />F <br />2: <br />Zm <br />¢W <br />oa <br />Z <br />ao <br />cn <br />y <br />LL <br />a� <br />Z <br />mw <br />p <br />m <br /><o <br />ozs <br />xF <br />o <br />wa <br />�0 <br />.o <br />M <br />a F <br />o r <br />> 00 <br />N <br />I— <br />(u <br />T— <br />00 <br />L <br />CID <br />r <br />t\ <br />LIf7 <br />� r <br />r <br />r <br />C <br />M <br />OO <br />r <br />VJ m <br />r <br />CN <br />Q <br />L-) <br />QTQ o <br />0 <br />N <br />t <br />M <br />N <br />co o <br />o <br />z <br />Z <br />E T r <br />m <br />c <br />a <br />0 � Q 0 <br />C <br />� <br />JOB <br />NO : 23-13137-13142 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.2 <br />