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ISO on 1 ONE MEN <br />!M.M MN MEN <br />7 <br />c CORBEL DETAIL <br />SCALE: 2"=l'-0" FYPON: DTLB4x6x9 <br />■ <br />■ I `' � II II ■ III III �I I � I .� <br />0 IMEN (TYl` MEN <br />■■■� (■■■) 01 <br />9„ <br />IV <br />74 <br />B KEYSTO N E D ETAI L <br />SCALE: 1 /2"=1'-0" <br />%CLG.HGT. _ — <br />— 4 — MOD 25 SH <br />N g MOD 25 SH N <br />i6"BAND —WE <br />MOD 25 SH <br />------- <br />MOD 25 SH <br />--------- <br />MOD 25 SH "� <br />N <br />------------- <br />T�XTURED <br />— <br />FINISH MOD 25 SH <br />-- ------ ---- <br />—------- <br />v <br />TEXTURED FINISH <br />o <br />nn Ej ED E <br />❑On0 ❑El�n <br />C�� 0� <br />❑n�_�❑ �uu� <br />JF.FL. _ <br />o <br />-- ---- -- -- --�.— ---- -- --�-- — -1 -- <br />--... .... _..._ <br />T.O.P. — — <br />HDR. _--- --- <br />9 O <br />bo <br />to <br />F.FL. N <br />T.O.M. _ — <br />b> <br />F.FL. _--- - <br />UNIT -A 1532 <br />FIBERGLASS <br />SHINGLES <br />6068 SGD <br />12 <br />4.0[— <br />V <br />UNIT-C 1624 <br />.i <br />UNIT-D 1625 <br />-------- <br />----�--- <br />SH <br />I <br />o Z <br />-------- <br />SH <br />---- <br />SH <br />�--- <br />I <br />SH <br />MOD 25 <br />MOD 25 <br />MOD 25 <br />MOD 25 <br />UNIT -A 1532 <br />I----- I <br />TE TURED <br />FI 'SH <br />I I <br />6068 SGD <br />UNIT-C 1624 <br />6068 SGD <br />UNIT-D 1625 <br />UNIT-D 1625 <br />•D OD25SH MOD <br />TEXTURED FINISH <br />A WATER TABLE DETAIL <br />SCALE: 1/2"=1'-0" <br />FIBERGLASS <br />SHINGLES <br />T... T.O.P. <br />� oa <br />5SH N <br />— — — — — — 16" BAND <br />---------- CLG.HGT <br />On In n n - --] r--- 07 <br />Tlullkq'IT-C 1624 UNIT -A 1532 <br />FRONT ELEVATION - STANDARD (STD <br />SCALE: 3/16" = 1'-0" <br />Z -' J. <br />12 <br />14.0 <br />FIBERGLASS <br />SHINGLES <br />T.O.P. <br />----i---- ---- ----- HDR <br />---- ------------------- <br />o 00 <br />Fo <br />i MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH <br />T.O.M <br />I I <br />TE TURED TEX URED <br />FI ISH FINI H <br />Fn <br />I I I <br />F.FL sk <br />6068 SGD <br />UNIT-D 1625 <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 <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 <br />or in asemi-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" <br />C.i <br />0 <br />iV <br />C" <br />CV o <br />ua <br />-- <br />.,,-; C Li- txL. <br />,n ti . <br />N w C.� tYJ <br />tj; as <br />z w <br />y <br />E" <br />ap <br />-r- ci as <br />e: <br />M <br />N <br />C.7 <br />cV <br />a <br />0.,I-rt.l!ibafdffs <br />1 <br />,( ... <br />- <br />� o F' !•37 <br />STATE OF <br />N AFL <br />To the best of the nglneees 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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />CM 8 <br />N <br />C 00 <br />U, <br />� <br />Q u. <br />J LL CL W <br />a <br />� <br />Z cm o <br />r a <br />N <br />0 rnrn <br />N 04 Z J — <br />LLW <br />.<X <br />5. <br />Z <br />W ❑❑ <br />z � �o <br />z aoo <br />z <br />— <br />T � <br />U) a <br />V) z <br />�W1 <br />o <br />U I <br />O w g <br />,N Ly N <br />U <br />l.l.l J <br />r- <br />r <br />® <br />9, <br />6 <br />� <br />� <br />W <br />M <br />� � <br />W <br />Z G <br />c <br />$ <br />sr <br />n <br />o <br />o� <br />Z <br />c� ro <br />� f— <br />az <br />S <br />W Z <br />C <br />ao <br />m� <br />0 <br />C <br />v <br />� U <br />2 r <br />Z-0LL <br />as J <br /><.° <br />w <br />° <br />aw <br />� Z <br />o <br />° <br />0w <br />W`� <br />o <br />m <br />a0 <br />N Z <br />Z 4 <br />5 <br />3 <br />q <br />•� T <br />> d' <br />2 <br />0 <br />T <br />O <br />� 1D <br />E `U <br />� <br />_ <br />.— <br />co <br />o <br />' <br />O <br />1 <br />o <br />m U <br />O <br />00 <br />0 <br />00 O <br />r CM CV <br />O <br />C <br />C O U) <br />to <br />O <br />Q C <br />U.)00 <br />0o <br />N <br />M <br />CD C'') <br />o <br />O 6 <br />0 <br />c <br />c <br />.. v a.3 <br />U <br />c <br />a <br />_ d <br />JOB <br />NO: 23-00590-00583 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.1 <br />