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A WATER TABLE DETAIL <br />SCALE: 1 /2"=V-0" <br />FIBERGLASS <br />SHINGLES <br />T.O.P.— <br />HDR. <br />— — — — <br />— <br />— <br />o _ <br />00 0 <br />❑❑ <br />16" BAND4 <br />N <br />CLG. HGT. <br />❑❑o <br />CO <br />00 <br />-1 <br />M__ <br />❑❑ <br />I_ <br />F.FL. <br />— <br />T.O.P. — — <br />HDR. — — <br />0 <br />o <br />co <br />Tn °A <br />e KEYSTONE DETAIL <br />SCALE: 1 /2"=1'-0" <br />12 <br />4,0F <br />MOD 25 SH <br />❑ ❑ ❑ <br />❑ ❑ ❑ ❑ <br />❑❑❑❑ <br />UNIT -A 1532 <br />-------------- <br />0 <br />MEN, <br />In— <br />M, <br />0 <br />0 <br />Z1 <br />VINYL OR <br />FOAM <br />on <br />Omni <br />ONE <br />M <br />L <br />on <br />on <br />RM <br />RI_ <br />SHUTTE <br />ELM <br />logo <br />MEN <br />I <br />loon <br />MEN <br />oz <br />MOD 25 SH MOD 25 SH MOD 25 SH —MOD 25 SH —N � —TEXTURED FINISH — MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH <br />— — — .-16_BAND — <br />TEXTURED FINISH <br />❑ ❑ ❑ ❑ <br />❑ ❑ ❑ ❑ <br />❑❑❑❑ <br />TEXTURED FINISH <br />❑❑�■ ❑❑❑❑ DODO EI0EI0 El El 11❑❑ 00EIE] 000EI <br />0�1 FU 0 ❑000 DODO 00 JU� �000 ❑moo <br />0�1 r ❑❑oo --- DODO 00 0� ; �oo <br />o ❑oo❑ <br />UNIT-C 1624 <br />UNIT-C 1624 <br />UNIT-C 1624 <br />A <br />UNIT-C 1624 <br />12 <br />— 14.0 <br />FIBERGLASS <br />SHINGLES <br />ONE <br />MEN <br />T.O.P. <br />— — — HDR <br />O <br />0 50 <br />Zo <br />❑❑ <br />❑❑ <br />MOD 25 SH N K <br />— — — — 16" BAND F.FL <br />—------- --- CLG. HGT <br />v <br />❑❑ <br />LO <br />d' <br />❑❑ COD <br />— — � F.FL <br />UNIT -A 1532 <br />FRONT ELEVATION. <br />SCALE: 3/16" = 1'-0" <br />— — — T.O.P. <br />--- HDR <br />0 <br />0 00 <br />co <br />— _ — F.FL <br />Tnnn_ <br />t <br />p <br />.FL. <br />F— <br />TEXTURED <br />FINISH <br />TEXTURED <br />FINISH <br />-1 <br />— — LJ <br />TEXTURED <br />FINISH <br />— — — — — — — — — — <br />O <br />00 <br />O <br />60 <br />— — — — — — — — — A <br />— — — — — — — — — — <br />Ll <br />1. <br />L__1L <br />L <br />— — — — — — — — <br />— — — — — — — — — <br />6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD W68 SUU <br />UNIT -A 1532 1 UNIT-C 1624 I UNIT-C 1624 1 UNIT-C 1624 UNIT-C 1624 I UNIT -A 1532 <br />REAR ELEVATION_-X (ENHANCED <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 1-112" 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 an of code -approved lath an shall b pp y type pp d ha e <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 manufacturet's recommendations. <br />REV. 09.24.21 <br />f <br />c.y <br />G W <br />i; <br />ca �' X <br />ter` <br />cc <br />N a. <br />to c. <br />i}�ENE <br />'(�. <br />°tatajlaai <br />To the best of the 9 <br />Engineer' knowled a,belief, information and <br />the structural P <br />plans an e�cations contained within these <br />P <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only <br />for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />W �E <br />a o M3 <br />N <br />C Co <br />p 5Lo� <br />M to r- r- *� <br />N O LL <br />Q <br />J U_ L L LL w <br />Lu <br />M C ° W <br />�Z <br />O 0 <br />Z � N Z Q <br />ZN OU <br />U <br />W El 0 <br />0 <br />Z N M <br />z <br />Z o <br />B <br />J <br />to <br />N <br />M <br />N z 2 <br />_o <br />" <br />X <br />cn <br />LLJ <br />O u., o <br />N C � <br />s 8 <br />wigE <br />I <br />U 0 y <br />co <br />�® <br />m <br />c <br />o <br />w <br />Z <br />U_ <br />Z O <br />} N <br />oE <br />8 <br />W°z® <br />z <br />Da <br />ft7 <br />X o <br />0 o <br />o <br />N <br />Qz <br />o <br />¢ <br />wW <br />yam.+ L <br />ro <br />�_ <br />o <br />°zZ <br />m <br />o <br />Z <br />- <br />J <br />�o <br /><m <br /><w <br />�z <br />to <br />ao <br />V�° <br />�- <br />3 <br />Jz <br /><F <br />J <br />o <br />co <br />w <br />�o' <br />o� <br />c O <br />0 <br />.L <br />> (0 <br />ui <br />rn <br />m <br />.-.� <br />CV <br />CD <br />r <br />C'4 <br />CO <br />Co <br />M <br />N <br />LO <br />Coo <br />60 <br />v ! <br />in <br />N <br />N <br />O <br />L0 <br />C <br />N <br />O <br />04 <br />Cn <br />6 <br />r N <br />r <br />ca <br />0 <br />Z <br />z <br />E r Tv <br />ca <br />d <br />U J Q ❑ <br />J <br />JOB <br />NO: 22-06565-06560 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.3 <br />