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V SCORED <br />BAND <br />11'-0 ATT. _ _ <br />PIATE HHl <br />Pd•A <br />PU <br />N9NDOA <br />S'SCORED <br />BAND <br />�� <br />` <br />MEN <br />\ <br />�r�r�r��r����������������t•���� �������������� ��� ����������� <br />�WW�WrM��WWWWW�W�W�W ����r��r������r�����\�WW�WWWW�WW�W�W���WWWWWW�WWWW�� r�������������r�r��r����'. <br />■■■ ■■■'.-14 <br />�� <br />■■■ ■■■ ■■■ ■■■ <br />-- IN 0 <br />mils'l <br />- Mongol <br />. ■■■ ■■■ ■■■ ■■■ <br />"0101 'I'm I <br />11 1 <br />"�� <br />__ <br />Elm <br />F! <br />��•— <br />- <br />A I <br />Z <br />INTE <br />W-0 I <br />ET <br />mi <br />!•SCORED `CEMENTATNN/8 `CEMENTAT1oAA \_C MENTA"OU9 <br />gANp T MRED FlNIBH TEXTURED FINISH TEXTURED RMSH <br />TYPICAL TYPICAL TYPICAL <br />FRONT ELEVATION <br />SCALE: 1/8" = V-0" <br />TYPICAL TYPICAL IY llALL TYPICAL <br />SHINGLE <br />ROOF TYP. <br />— — — — — — — — — — — — — — — — — — — — 21'-r A.F.F. <br />— Zl FUTETiEJ23HT <br />REAR ELEVATION <br />SCALE: 1/8" = V-0" <br />21'4rA.F.F. <br />GABCE-PLATE NE-IGFIT— — — — — — — — — — — — — — — — ----- <br />12 <br />8F_� <br />_ 11'-0•AF.F. 11'-0'AF.F. <br />PLATE HEIGHT PLATE HEIGHT <br />_ 94*A- .F. 914'AF.F. <br />�'LAfEI J�FiT PUTE—fF EfT.Mf — - <br />T-T AF.F. T-T AF.F. <br />-------------- WINDOWHEADER HEIQiT WINDG�N HEADER HEICNT ------------------ <br />6. SCORED B•SCORED <br />BAND 0 <br />BAND BANG <br />:. ;::? r � '.r - .rl d .,`. y ..,.. ;. , - -C z ..a . ....-._ :e •, �... y ,a- :-.t'.!:"l. h#'a:,�.n-- 10 <br />0- _NSHtDFLOOR --1. ..1- <br />CEMENTATIOUS 8• SCORED 8• SCORED CEME'lTATIOUS <br />TEXTURED FINISH BAWD BAND TEXTURED FINISH <br />TYPICAL TYPICAL <br />LEFT ELEVATION <br />SCALE: 3/16" = V-0" <br />SHINGLE <br />ROOF TYP. <br />S' SC( <br />BAND <br />RIGHT ELEVATION <br />SCALE: 3/16" = V-0" <br />General Notes <br />ROOF CRITERIA: <br />• 12" OVERHANG U.N.O. <br />• PLUMB CUT FASCIA ROOF <br />• PITCH PER ELEVATION <br />*Ill 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 />cxterlor uovering <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"-111 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 111 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 />A11 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 />ti O <br />p <br />Qm <br />N <br />M <br />tl n- <br />N <br />-0 C) <br />M C IV, <br />Li <br />�CD <br />'E <r <br />. Q <br />Q / N <br />4. <br />^21 <br />T <br />L C <br />t1� O O <br />F o W <br />N <br />O <br />N <br />O <br />`I.'rtilt11)fB`ll All <br />i N0 7.875 <br />o <br />w '.. STATE OF <br />S- w <br />Ile <br />To the best of the Engineer's knowledge, Xr—matlon 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 />Engineer's signature and seal. <br />oo <br />I- aI- E ttpp ��p <br />QN - ik <br />'m LJL <br />0 <br />0 It Lu <br />93 � <br />,n <br />N C4 0 U- (L <br />YY� <br />J LL U. a S <br />rn <br />Z ra� O r— w <br />C O J <br />co ��pjO' d <br />Z AID L N MZ-AiO <br />Z pv U y <br />W ❑�❑ <br />Z <br />a N <br />E3 <br />N <br />W <br />t/ ! Z 9 <br />�4- <br />N <br />OLU 8 <br />N c <br />Ln <br />ru '5 <br />U <br />c <br />Al <br />O <br />W <br />M <br />Z a <br />o <br />E <br />�° <br />?• <br />Q <br />o <br />f6 U <br />t� C <br />�? <br />20 <br />R� <br />a <br />Up <br />0U <br />Z <br />O E <br />N <br />�o <br />�a <br />0,nW <br />go <br />° Z <br />Z <br />ieM <br />N <br />Vi CY <br />ws <br />D� <br />Z <br />Z <br />In t1 <br />J <br />`D m <br />am <br />a w <br />�z <br />W <br />-) <br />O� <br />�� <br />10 <br />° <br />�W <br />= k <br />(j <br />N � <br />2 <br />J <br />o <br />Z� <br />(Ifo <br />� <br />is <br />ax <br />I- <br />i;3 <br />CCN <br />�C:) <br />c <br />> <br />rn <br />O^ <br />L I <br />T <br />� <br />M <br />Co <br />O <br />Cr <br />o <br />00 <br />/ �� <br />v J o <br />r— <br />T <br />= <br />itLo <br />0 N <br />� <br />N <br />10 <br />CV <br />O r <br />Y / <br />r <br />ui <br />CD Me <br />Z <br />E m <br />m <br />a <br />tJ � ¢ p <br />� <br />JOB <br />NO: 22-01577-01572 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />