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CN <br />CND <br />i <br />0 <br />V <br />O <br />Q <br />N <br />CV <br />Cn <br />co <br />0 <br />J <br />co <br />N <br />0 <br />i <br />I <br />N <br />Cr <br />C <br />0 <br />N <br />CV <br />1 <br />rn <br />N <br />J <br />L0 <br />N <br />i <br />0 <br />co <br />N <br />i <br />i <br />M <br />N <br />Csi <br />i <br />0 <br />C <br />Cr <br />0 <br />.a <br />c <br />CV <br />0 <br />0 <br />a <br />E <br />H <br />a <br />E <br />a <br />0 <br />c <br />J <br />a_ <br />E <br />0 <br />a <br />U <br />J <br />a� <br />CV <br />C'4 <br />0 <br />00 <br />rn <br />a5 <br />0 <br />0 <br />0 <br />a_ <br />rn <br />C-4 <br />0 <br />0 <br />00 <br />0 <br />0 <br />d <br />0 <br />z <br />Iyr <br />¢ <br />m <br />v <br />cn <br />FIBERGLASS <br />SHINGLES <br />T.O.P. - - - s <br />HDR.60 <br />---- - - - <br />O - <br />O <br />CO <br />OL <br />F.FL. 16" BAND N <br />CLG. HGT. <br />c CORBEL DETAIL <br />SCALE: 2"=1'-0" FYPON: DTLB4x6x9 <br />9„ <br />14 <br />r <br />6 KEYSTONE DETAIL. <br />SCALE: 1 /2"=V-0" <br />A WATER TABLE DETAIL <br />SCALE: 1 /2"=1'-0" <br />L hJ; a I ❑T _ 7 I <br />12 12 <br />4.0�— i_� �- ��A �� J �a� ❑'� 4.0 <br />I � . � r'�T J,T T <br />— - <br />_ FIBERGLASS <br />SHINGLES <br />Y <br />� - <br />_ lY a �r <br />1� i <br />T - -r <br />r �, <br />a <br />20"LOWER <br />-J - --------------- —----------------W14!IRM---------------------- 1��R —L r - —_ T.O.P. <br />— -- --- HDR <br />MOD 25 SH <br />--- --- -- ---------- -- --- --- --- — -- <br />FO LTU <br />O <br />SHTTE1 ' 1 ' 1 1 , 1 ' ' ❑ <br />RS ® ® <br />(TY i.) 00 <br />' ❑ ❑ ❑ ❑ <br />o Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH Z T XTURED FINISH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH Z MOD 25 SH o Z <br />N iv g 16 BAND N N 16" BAND F.FL <br />CLG. HGT <br />d' <br />TEXTURED FINISH s TEXTURED FINISH <br />Fill Fill ze=❑❑❑ d• O � <br />CD <br />❑❑ ❑❑❑❑ <br />F.FL. -Vn-- -- -- --❑❑ <br />UNIT -A 1532 <br />12 <br />4.01 <br />FIBERGLASS <br />SHINGLES <br />❑❑❑❑ <br />top <br />❑❑❑ <br />❑❑❑❑ <br />❑❑ <br />❑❑ <br />❑❑❑❑ <br />❑❑-❑❑ <br />PP❑ <br />❑❑ <br />❑-- ❑--❑❑❑❑ <br />❑�o❑❑ <br />❑ ❑-- <br />�t <br />r <br />❑-- ❑-- ❑--❑❑ <br />on <br />D�'❑❑11r, <br />_E] <br />---- <br />--- <br />- <br />- <br />-- <br />L-� -- <br />---- <br />- -- <br />- <br />- <br />--- <br />-- <br />--- <br />F.FrnL❑❑ <br />8'x7' GARAGE DOOR 3068 DOOR <br />3068 DOOR 8'x7' GARAGE DOOR <br />8'xT GARAGE DOOR 3068 D OR - 8'xT GARAGE DOOR <br />A <br />8'xT ARAGE DOOR 3068 DOOR <br />UNIT-C 1624 <br />UNIT-C 1624 <br />UNIT-C 1624 9 U N IT-C 1624 <br />UNIT -A 1532 <br />FRONT ELEVATION - STANDARD (STD <br />SCALE: 3/16" = 1'-0" <br />12 <br />14.0 <br />FIBERGLASS <br />SHINGLES <br />T.O.P. _ - - - _ T.O.P. <br />HDR.- - - - HDR <br />o <br />� I I I I I � � <br />o z_ MOD 25 SH MOD 25 SH o Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH <br />F.FL. --- -N� + -- -- -- -- -- -- -- -- -- -- ----- F.FLIV <br />T.O.M. T.O.M <br />I I I I I <br />TE TURED TE TURED TEX URED <br />�r FI ISH FI ISH FINI H <br />o� iT <br />I I I I I <br />F.FL. L—L ---- --------------------- - - - - - - - - L - - - - - - - - - - - - FYL� <br />---------- <br />6068 SGD <br />UNIT -A 1532 <br />6068 SGD <br />UNIT-C 1624 <br />6068 SGD <br />UNIT-C 1624 <br />6068 SGD <br />UNIT-C 1624 <br />6068 SGD <br />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 />• 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 1-1/2" 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 sheetSN1 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 />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 />rp <br />W 0 <br />y cc Ce <br />CD <br />as 3 cc <br />en <br />H -San <br />a E <br />L3 <br />Q <br />Ch <br />O <br />CV <br />c0 <br />CV <br />rn <br />0 <br />'a <br />• <br />. <br />i7 <br />o the best of the Engineer's knowledge, Information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida <br />Building Code - <br />Residential <br />7th Edition. Engineer's <br />signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />TN <br />E N <br />O (D 1 ? <br />6 N r <br />s: <br />W <br />dp N ik I1. <br />xyi': <br />V► <br />LO LL <br />to N ° LLL a W <br />Q <br />c a Y <br />✓ <br />ep <br />J LL u_ <br />a <br />yv <br />_ O <br />Ip C , O 7 <br />t' 7 <br />6s <br />2 8 K ZC <br />yJ <br />L <br />= N co M O <br />VJ -V <br />W <br />-Z <br />w <br />N Cl) Z <br />U U)F= <br />U <br />Z <br />O ❑❑❑ <br />M <br />� o <br />Z � N <br />Q <br />Q�Q <br />Ln <br />M <br />4 <br />Q) <br />0 a <br />a--J <br />c <br />U <br />0 <br />w o <br />V) <br />Lv N <br />U <br />v, <br />E <br />I....,p <br />C) o <br />• <br />Q W Y <br />ti <br />o <br />J <br />w <br />M <br />U <br />¢ <br />o <br />Z <br />Q <br />ri <br />Cri E <br />o <br />Q� <br />C o <br />E U <br />n <br />w <br />Za <br />oa <br />Fes— <br />0. <br />00 <br />< <br />=,& <br />4 <br />CD <br />wO <br />o <br />W Z <br />�w <br />c/J no <br /><o <br />m0 <br />p o <br />c <br />oY <br />Z <br />m J <br />`i'm <br />Qz <br />z � <br />Z <br />in 3 <br />09 <br />aZ <br />m <br /><� <br />� <br />aW <br />� <br />o <br />w� <br />>° <br />Mill <br />� <br />o¢ <br />03 <br />c <br />s r <br />>oo <br />ai <br />m <br />N0 <br />C.0 <br />W <br />� <br />CV <br />N <br />M <br />Co r- <br />" — <br />cv <br />Ln <br />N <br />60 <br />o <br />E— <br />O <br />LO <br />;+= <br />M <br />LO <br />.0 <br />CV <br />0 <br />4 <br />N <br />LC) <br />N <br />T <br />a)T <br />m <br />o <br />Z <br />rri 0 <br />Z <br />E T_ <br />w <br />2 <br />m <br />c <br />m <br />E <br />U <br />c <br />a <br />Q 0 <br />� <br />JOB <br />NO: 23-12160-12165 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7.1 <br />