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Cr <br />39 <br />�2 <br />t2 <br />I <br />LO <br />C14 <br />t2 <br />C14 <br />Cr <br />Q <br />CID <br />CD <br />C) <br />t2 <br />t2 <br />t2 <br />C14 <br />NO <br />Cli <br />�2 <br />ID <br />E <br />a <br />>1 <br />Cn <br />4% <br />C -1 <br />tR <br />rl) <br />C14 <br />CD <br />C14 <br />E <br />F9 <br />E <br />0 <br />0 <br />LZ <br />C14 <br />CL <br />CN <br />CD <br />04 <br />C14 <br />cm <br />Lu <br />6" <br />CORBEL DETAIL <br />SCALE: 2"=V-0" FYPON: DTLB4x6x9 <br />9" <br />t'B )II KEYSTONE DETAIL. <br />1\,� SCALE: 1/2"=V-0" <br />M - - _1141111110h <br />MEN Im 0 0 0 1 In I <br />MEN ONE 0 N loon <br />01 1 <br />11000111 mom 'mom <br />in pill <br />MOD25SH MOD 25 SH MOD 25 SH MOD25SH oil <br />- - - - - - - - - --- - - - - - - - - - - - - - - - - - - <br />EXTURED FINISH <br />Mimi <br />loin <br />Elm <br />Mimi <br />UNIT -A 1532 <br />12 <br />4.0F <br />FIBERGLASS <br />SHINGLES <br />UNIT-C 1624 <br />UNIT-C 1624 <br />UNIT-C 1624 <br />----------- <br />WATER TABLE DETAIL <br />SCALE: 1/2"=V-0" <br />HDR <br />00 <br />HO 10 10 (0 <br />MOD, 25 SH <br />C, <br />N /-16"BAND F.FL. <br />CLG. HGT <br />MOWN IMIMIMIMI <br />Mimi IMIMI <br />M1 I I I <br />imimimlm!l� IMF <br />6 — - _X_ - - - 8'x7'GARA E DOOR <br />UNIT-C 1624 <br />UNIT -A 1532 <br />FRONT ELEVATION - STANDARD (STD <br />SCALE: 3/16" = V-0" <br />12 <br />14.0 <br />FIBERGLASS <br />SHINGLES <br />T.O.P. T.O.P. <br />HDR. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HDR, <br />9 <br />Zo 00 <br />9- MOD 25 SH MOD 25 SH b rli MOD 25 SH MOD25SH MOD 25 SH MOD 25SH MOD 25 SH MOD 25 SH MOD 25SH MOD25SH MOD 25 SH MOD 25SH <br />4,F. F L. — — — — — — <br />A.T.O.M. T.O.M <br />TEXTURED TEXTURED TE4URED <br />FIJISH FIJISH F H <br />Fn en <br />F.FL. - - - - - - - - - - - - - - F.FL4� <br />6068 SGD <br />UNIT -A 1532 <br />6068 SGD <br />UNIT-C 1624 <br />6068 SGD <br />UNIT-C 1624 <br />6068 SGD 6068 SGD <br />UNIT-C 1624 UNIT-C 1624 <br />6068 SGD <br />UNIT -A 1532 <br />REAR ELEVATION - STANDARD (STD <br />SCALE: 3/16" = 1'-0" <br />General Notes <br />ROOF CRITERIA: <br />0 12" OVERHANG U.N.O. <br />0 PLUMB CUT FASCIA ROOF <br />41 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, orASTM 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 C 1063 or <br />C1 787, or as otherwise approved. (Refer to sheet SNI for the <br />engineered method for Lath attachment) <br />Lathing Accessories <br />Attachments shall be of corrosion -resistant materials. <br />Wood Application: 16 Ga.xl -1 /2" long (3/4"A " 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 />C1 063 & ASTM C1 861. <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 />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 C1 281, 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 />• ere e nor porc es, s or s rs a ac o a wa or <br />floor assembly of wood -frame construction. <br />• At wall and roof intersection. <br />0 Lit -1 gu rs. <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 />CL co <br />L.) <br />ce C-4 <br />eg <br />W —co <br />C6 <br />C, <br />410 '.., <br />C= 3; <br />4P <br />4J <br />C2. <br />CD <br />C14 <br />L S <br />�'b <br />% 0 --'-,C1ENS,- <br />Ci <br />No �77 5 0 <br />STATE OF 44/ Z <br />0 R <br />N A <br />To the best of the Engineers 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 />a 9 ra engmeenng portions of the drawing pages <br />C> co 8 204 <br />0 CW0 <br />0 a. LU <br />La. - - <br />Z <br />0 <br />Z <br />C3 <br />C'4 (0 W Z <br />m <br />W on Z <br />Z 200 ZO 0 X <br />M <br />LL <br />C14 L) co I.- <br />a 6 < El I <br />Z <br />W <br />C, <br />u, <br />4% V) <br />U_ <br />0 LU <br />V) <br />Ln <br />Tu E <br />I <br />0 <br />-d <br />It <br />C=) <br />Z <br />C"> <br />Z <br />< <br />LL_ <br />aff E <br />0 <br />E <br />�L <br />Z 0 <br />9 <br />CL <br />E <br />10 <br />0 <br />-0 <br />00 <br />0 <br />Z <br />C.0 <br />Q> <br />z <br />0 <br />- <br />Z <br />(0 <br />C <br />z <br />'0 <br />1, <br />0 <br />Z <br />Z <br />Z <br />Zu <br />ox <br />W <br />U> <br />0� <br />OR <br />Z <br />C13 <br />Z, <br />e7 <br />C* <br />C*'4 <br />co <br />0 <br />to <br />co <br />C.� <br />M <br />Co <br />C:) <br />to <br />Cr <br />C:) <br />60 <br />.2 <br />U) <br />0 <br />L0 <br />-0 ce) <br />LO <br />-0 04 <br />0 <br />C=) <br />Cn <br />VJ <br />< c) <br />LO <br />E <br />M <br />C14 <br />0 <br />Z <br />E 40 42) <br />E 'D <br />0 t <br />0 _J <br />_J <br />JOB <br />NO: 23-13125-13130 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.1 <br />