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T.O.M. - -� <br />HDR. - - <br />o _ <br />00 O <br />is <br />2ndF.FL ---- <br />CLG. HGT. <br />T.O.M. _-- <br />AT GAR. <br />8" FRIEZE — <br />BAND <br />`t ip <br />ao <br />`v <br />0 <br />F.FL. <br />1 <br />—2 14.0 <br />SHINGLES a._ �. _.k .I- _,_ _ .� - -a - <br />_ r. <br />T T <br />- -� I <br />- _ T�l ITS _ x <br />I I I- 7_i I I I -TT F I .l TT I <br />------------------------------ ------------------- B ------------------------------ <br />TEXTURED <br />13 SH FINISH <br />13 SH <br />-------------------------------- ------ i6"BAND- ---- --- ---------------- ---- --- <br />----------------------------------------------------------------- --- ---- - <br />35 SH <br />--------- ------------ <br />TEXTURED <br />FINISH o <br />00 <br />12 <br />4.0F_ <br />25 SH <br />25 SH <br />T - T f n�TT <br />- <br />J <br />�� I I :1 <br />r <br />in <br />- - - - - - - I - - - - [ - I br I - - - - - - - I - - <br />T.O.M. <br />- - - - HDR. <br />i C <br />' <br />00 <br />CD <br />----_ 2ndF.FL. <br />- - - - _ CLG. HGT. <br />T.O.M. <br />AT GAR. <br />`— 8" FRIEZE <br />BAND <br />00 <br />o - _ F.FL. <br />LEFT ELEVATION <br />SCALE: 3/16" = V-0" <br />FIBERGLASS <br />SHINGLES <br />---------- - - - - ---------------------------------- ------------------------------------- <br />0 <br />0 <br />TEXTURED <br />----- 16"BAND <br />13 SH <br />FINISH 13 SH <br />------------ --------- --- <br />TEXTURED <br />4 FINISH <br />00 <br />25 SH <br />25 SH <br />35 SH <br />RIGHT ELEVATION <br />SCALE: 3/16" = V-0" <br />T.O.M <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 <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 manufacturers 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 O <br />00 I <br />® 03 <br />J � <br />T <br />a <br />> > U J' <br />' -14 <br />OF� <br />lfv 3 <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 />Residentlal 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 />fA <br />W v <br />0 <br />a <br />m _ <br />♦0M � 00 to N M <br />•N� <br />Y/ VJ 64 J <br />M a # u_ <br />a C I LL W <br />,^ MLL LL n <br />0 <br />Z <br />O O <br />0 <br />W o�rm <br />W °i °' m <br />LL Z "' M z° ¢ J <br />N <br />0 OU <br />Z <br />W ❑ ❑ <br />z � <br />Q � <br />a <br />N <br />U) <br />M <br />� v <br />yl <br />0^ w s <br />t! ! C N <br />U <br />> � <br />I <br />Q N <br />M <br />ti <br />o <br />CD <br />w <br />Z <br />LL <br />E <br />�1 <br />FA <br />?N <br />o <br />@ Vz <br />o a <br />oa <br />QO <br />Z <br />o EQ <br />(D i <br />g <br />ao <br />a <br />x <br />c <br />� CZ <br />U <br />m� <br />� <br />z0 <br />Z <br />N <br />$� <br />�aZ <br />d0 <br />MZ <br />W <br />� <br />¢ <br />aLL <br />F <br />`a� <br />o <br />o <br />< <br />W <br />' <br />Mill <br />0 <br />c <br />o r <br />v, <br />> d. <br />ui <br />rn <br />N <br />ccc <br />cC> <br />T <br />i <br />r <br />O <br />CV <br />M_ <br />C <br />Ob <br />r <br />m <br />O <br />octi <br />.-- <br />� r <br />CN <br />N <br />L17 <br />T <br />00 <br />■0 <br />4♦J <br />06 <br />(D <br />E <br />L' <br />C O <br />Z <br />M <br />Z <br />� N <br />E 0 <br />t° <br />E <br />o 'D io <br />0 -1 Q p <br />c <br />a)n. <br />_J <br />JOB <br />NO: 22-08433-08426 <br />SCALE : AS NOTED <br />SHEET NO. <br />9 <br />