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- 1:R I <br />I <br />C'4 <br />Cr <br />(n <br />Cn <br />-.4- <br />C14 <br />r1_ <br />LO <br />(D <br />ZD <br />I <br />co <br />-I <br />C14 <br />C14 <br />r-) <br />L0 <br />V) <br />0 <br />C'4 <br />0 <br />_J <br />-I- <br />C14 <br />r- <br />L0 <br />L0 <br />F- <br />0 <br />a <br />c- <br />0 <br />C-4 <br />C:) <br />C14 <br />E <br />9 <br />Q_ <br />S <br />9 <br />C14 <br />CD <br />C14 <br />1_0 <br />2 <br />C'4 <br />CD <br />C14 <br />LO <br />rn <br />�Z_ <br />Cn <br />33" <br />A I It 4 1 V <br />'IT N_ <br />CORBEL DETAIL <br />SCALE: 2"=V-0" FYPON: DTLB4x6x9 <br />9" <br />A IV <br />7" <br />KEYSTONE DETAIL <br />SCALE: 1/2"=V-0" <br />12 <br />12 <br />4.0F <br />_T <br />FIBERGLASS <br />SHINGLES <br />J, 20" LOUVER <br />— — — — — — — — — — — — - — — — — — — — — — — — — — WJ _t 1131M — — — — — — — <br />T.O.R HDR. <br />-1 F E <br />/—VNf OR- <br />FO <br />0 SH TE <br />00 C) <br />I <br />&D 0 EU 1 0 LLL 0 0 UTI 0 0 0111 0 0 <br />L L 2=� <br />MOD 25 SH MOD 25 SH MOD25SH MOD25SH MOD 25 SH T XTURED FINISH MOD25SH MOD 25 SH MOD25SH MOD25SH <br />16" BAND---\ N � cli �� — -BAND <br />- - - - - - - - - - - - - - - - - - - - - - - - - - ------- - - - - - - - - - - - - - - - - . . . . . . . . .... . 16 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ar�= <br />CLG.HGT. <br />B <br />A V_ TEXTURED FINISH TEXTURED FINISH <br />1�_ i I — I � F__ 9 <br />b I? <br />-XV E�] Ll i" <br />�,F. F L. <br />UNIT -A 1532 <br />FIBERGLASS <br />SHINGLES <br />12 <br />4.01 <br />UNIT-C 1624 <br />Hill <br />UU� EIE-1:1E] El El F] Ulu <br />El = FU 0 <br />EmE <br />UNIT-C 1624 <br />UNIT-C 1624 <br />FIBERGLASS <br />SHINGLES <br />f <br />WATER TABLE DETAIL <br />SCALE: 1/2"=V-0" <br />T.O.P., <br />1� <br />I 0� <br />60 <br />MOD25SH <br />Z <br />/_16" <br />BAND <br />J <br />F.FLJ <br />CLG. HGT <br />Ll Ll 1111 <br />==E1E:1 L-1 1:1 EI El <br />10 F <br />I Ll 1=1 1=1 D E] <br />j1I <br />8'x7' C <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. I 1 1 T.O.P. <br />-1 HDR. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HDR.% <br />9 9 <br />00 0 80 <br />CD <br />A <br />MOD 25 SH MOD 25 SH MOD 25 SH MOD25SH MOD 25 SH MOD 25 SH MOD25SH MOD25SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH <br />9 <br />Ag�,— N F.FL <br />T.O.M. -O-M1% <br />TE�TURED TE�TURED TE4URED <br />FI ISH FIJISH F H <br />FL. - - - - - - - - - - - - LIL L�[ - - - - - - - - - - - - - - - - - - - - - - - - - - - - F.FL4 <br />6068 SGD <br />U N IT -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" = V-0" <br />General Notes <br />ROOF CRITERIA: <br />e 12" OVERHANG U.N.O. <br />0 PLUMB CUT FASCIA ROOF <br />9 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 C1 063, or ASTM C1 787 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 />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"-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 C1 063. 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 />C1 063 & ASTM C1 861. <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 />ma er a s a e In accor ance w one o e ypes s e 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 />0 At wall and roof intersection. <br />0 ui - n gu ers. <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 manufacturers recommendations. <br />REV. 09.24.21 <br />LU <br />C*4 <br />>e <br />M C= <br />co <br />-C� <br />W <br />r= <br />Q11 <br />S E %C. <br />n <br />< <br />6�' <br />�UIP t ��111 'I <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 />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />C,4 <br />0 53 SO <br />C� <br />0 <br />0 T 0.1 <br />IN C) EL Lu <br />Z, <br />Z <br />ca 0 Ne <br />9 0 <br />W 'iffia 04 < <br />0 < <br />W 0 , <br />Z 00 = 0 �LJ <br />aL0 Z < L) Z: <br />N Cl) L) V) <br />Z 0L) 1:1 El <br />W <br />0 <br />4-1 <br />U <br />0 LJJ C5 <br />V) <br />V) <br />Lij <br />E <br />Z <br />C) <br />Of <br />< 0 <br />0 <br />C.0 <br />cl'� <br />Z <br />U_ <br />E <br />In <br />0. <br />< <br />E 8 <br />CU (6 <br />Q <br />R <br />00 <br />� <br />E <br />0 <br />0, <br />Z <br />co ro <br />C <br />'0 <br />Z <br />C) <br />ZZ <br />W <br />C/D <br />C) <br />< <br />IM <br />0 <br />.0 <br />C113 <br />CS <br />0� <br />0 <br />00 <br />U <br />co <br />0) <br />04 <br />0 <br />C%4 <br />C'*4 <br />CID E <br />L0 <br />CL <br />E <br />60 <br />cc <br />U) o 0 <br />_r <br />41 <br />CIII <br />F— <br />0 <br />LO <br />cy? ce) <br />LO <br />M C'4 <br />CID 0 <br />C:) <br />M <br />Q <br />Cn <br />Lo <br />CN CD <br />CY) 1r__ <br />T_ <br />. a) . <br />E <br />.E <br />L0 <br />0 <br />Z <br />CU <br />Z <br />E <br />E <br />0 Z <br />a. <br />0 _J <br />_J <br />JOB <br />NO: 23-05719-05724 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.1 <br />