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A WATER TABLE DETAIL <br />SCALE: 1/2"=1'-0" <br />T.O.P <br />9„ <br />I it 0 <br />Y <br />B KEYSTONE DETAIL <br />SCALE: 1/2"=1'-0" <br />12 12 <br />4.01 _ _ _ � 14.0 <br />FIBERGLASS ` <br />SHINGLES <br />NEW���/� _ '—�T ��llli� I�i�lri ���ilirTi�T ri �jlri�liiili- �ilirlT�•"�� — <br />• ���������W�mgq <br />����������������������'' it <br />0. <br />■■ I 1 ■■■ 1' 1'ME ■ 1 1 ■■■ ■■■11 1 ■0 ■■■ 0 ■■■ 0 ■■■ I ■■■ 0 ■■■ 0 � ■■■ 0 s ■■■ 0 <br />- <br />■■ ■■■ ■■■ on Non ■■■ ■■■ ■■■ ■■■ <br />1 1 1 1 11 1 1 1 1 1 1 1 1. 1 1 1 1 <br />0 0 0 o ao o a o 0 MOD 25 SH MOD25SH MOD25SH D SH <br />0 0 00 o a o 0 <br />�evs�ee ■ <br />q a �4 UU <br />0 0 <br />F.FL o^' �� <br />UNIT -A 1532 <br />FIBERGLASS <br />SHINGLES <br />T.O.P <br />12 <br />4.01 <br />---------------- <br />------------------- ---------------------- <br />----------- -- ---------------- <br />TEXTURED FINISH B F <br />TEXTURED FINISH }' <br />El El <br />nn <br />10 <br />00 <br />------- IF ------ <br />rl <br />070-77 <br />1 <br />0 nu <br />Irl <br />F­--1 F­7 F ---- � <br />1 <br />100 <br />UNIT-C 1624 <br />HDR.--------------- <br />---- -------------------- <br />_6 O <br />to <br />o _Z MOD 25 SH MOD 25 SH o Z MOD 25 SH MOD 25 SH <br />F.FL. —N <br />Tnne <br />UNIT-C 1624 <br />UNIT-C 1624 <br />00 <br />nn <br />� <br />000� <br />0❑❑0 <br />El I <br />h•�1n■rN�7: 1�ir•1■i'di1.9: ��irt■Y1.1c1:i <br />ISBN <br />uC#J9JVAW1:1 <br />FIBERGLASS <br />SHINGLES <br />T.O.P. <br />— — — --- HDR <br />C) <br />0 00 <br />CD <br />MOD 25 SH <br />— — — — — — —16" BAND — — F.FL <br />—---------- --- CLG.HGT <br />v <br />r <br />� El <br />000❑ 00 _ It Lo <br />rl00 <br />�� --- -- F.FL <br />UNIT -A 1532 <br />FRONT ELEVATION_ <br />SCALE: 3/16" = 1'-0" <br />12 <br />— 14.0 <br />FIBERGLASS <br />SHINGLES <br />— — _ <br />T.O.P. <br />HDR <br />----_ <br />O <br />80 <br />fD <br />MOD 25 SH MOD 25 SH MOD 25 SH <br />F.FL. <br />TEXTURED <br />FINISH <br />TEXTURED <br />FINISH <br />TEXTURED <br />FINISH <br />in <br />F.FL <br />0 <br />00 <br />0 <br />00 <br />6068 SGD <br />UNIT -A 1532 <br />6068 SGD <br />UNIT-C 1624 <br />6068 SGDUNIT-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 <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 <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 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 />C-3 <br />ram, <br />-o <br />ca- g <br />f 6-? N <br />, <br />may! ql <br />� iz• .0 � <br />01 <br />E <br />G V <br />0 <br />`+�;'ti1S1i7Fi <br />V 1 'sri <br />..• - <br />,' - <br />.` <br />�� 4 �0 Al <br />ROFEs <br />J/J�'ff�llllt!!`6`� <br />To 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 Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />H <br />Ep <br />4 <br />N Cb o <br />N <br />C �? 00 <br />n w m <br />U)04'0 # <br />N V # LL <br />Q C J LL <br />2 <br />a <br />_ - — 55Lu <br />Z m c <br />Wy�o <br />aro�� o0 <br />W <br />Z (o Z ¢ J <br />IL <br />Z N OU v U <br />W oa <br />o <br />z <br />z <br />— <br />N <br />M <br />t� z <br />irrm <br />o <br />�-J <br />W <br />� <br />U <br />O C <br />w <br />U <br />LIJ <br />J E <br />L <br />•i <br />U 6 N <br />° <br />U) <br />®0 <br />o <br />wJ <br />Cn <br />z2 <br />o <br />Z <br />zd <br />U- <br />:� E <br />O <br />wz <br />zo <br />Z® <br />❑d <br />ca <br />0 <br />O <br />U <br />Z <br />O E <br />N <br />t <br />d z <br />¢ O <br /><a <br />a <br />¢ <br />'0o <br />5= <br />5<W <br />, <br />m� <br />oI <br />Z <br />to <br />2< <br />Z <br />a <br />N W <br />V <br />M <br />G <br />`m¢ <br />LD F <br />o <br />CO <br />OOR <br />�O <br />a <br />v <br />o3 <br />c O <br />0 <br />> CO <br />ai <br />rn <br />CV <br />0 <br />C3� <br />04 <br />cM <br />M <br />N <br />Lo <br />N <br />T <br />�• <br />60 <br />0 <br />U) m <br />N <br />N <br />4-1 <br />F— <br />O <br />LO <br />N <br />a'i <br />C:) <br />C3 ) <br />N <br />co <br />M CD <br />Z <br />m <br />Z <br />N <br />E N r <br />m <br />= <br />4. <br />E b w <br />V J Q Q <br />€ <br />J <br />JOB <br />NO: 22-08387-08382 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.1 <br />