Laserfiche WebLink
00 <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />SCORED 12 <br />STUCCO 5� <br />BANDS <br />T.O.P. <br />— HDR__ <br />EXTERIOR <br />PLASTER <br />ON FRAME <br />Cl) <br />SCORED N <br />STUCCO <br />BANDS 25 SH / <br />2nd FIN. - <br />i <br />--- -- <br />FLRT.O.M. --- - - - - - - - - - <br />T.O.M. GAR._ _ _ ______ __ _ <br />/ ENTRY - - - — - - - - CJ / WEEP <br />HDR. HGT. <br />o0 <br />io <br />SCORED <br />LI <br />STUCCO <br />BANDS <br />119 <br />TEXTURED 0 11, a00000aa <br />v v <br />CEMENTITIOUS El D <br />El a <br />FINISH ON CMU <br />SCORED ElEl�ElEl�E� <br />STUCCO <br />BANDS <br />CVFINn <br />_FLR.- -- ���f---t--- -- <br />16070 OVERHEAD DOOR <br />12 <br />�5 <br />FLASHING <br />12 <br />FRONT ELEVATION - B <br />SCALE: 1/4" = V-0" <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />--t, �t---- <br />SCORED <br />STUCCO <br />BANDS <br />-- <br />s" <br />SCORED <br />STUCCO <br />BANDS <br />SILL DETAIL <br />SCALE: 3/4" = 1'-0" <br />SCORED <br />STUCCO <br />BANDS <br />HEAD DETAIL <br />SCALE: 3/4" = 1'-0" <br />T.O.P.------------------------------ ---- <br />HDR. <br />CJ CJ EXTERIOR <br />PLASTER ON <br />FRAME <br />25 SH <br />I. FLR. <br />- — — — — — — — — — — — — — — — — — — — — — <br />T.O.M._ <br />------------------ ---- <br />T.O.M. GAR_ _ <br />ENTRY <br />HDR. HGT. <br />- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -------------------------- ------- <br />- FLASHING- <br />-------- ---------------------- -- ----------- ---------------- <br />CJ / WEEP <br />SCORED <br />STUCCO <br />BANDS <br />35 SH 25 SH <br />FIN. FLR. <br />F- <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />RIGHT ELEVATION - B <br />SCALE: 1/4" = 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 h II s a 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 />N <br />N <br />co <br />c%A " W <br />t-- ote a <br />v a� M <br />O C fG m N <br />O- <br />_ <br />•y <br />d O A <br />d •, <br />do=a <br />cc <br />N �- <br />� E <br />r, <br />a. <br />`o <br />e <br />.. <br />Q J�O� <br />n •., •• <br />111 <br />f�0FErS10 <br />To the best of the Engineer's 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 />U) <br />E <br />C:)H co$ <br />gR <br />N <br />V 0 N co <br />r` <br />N 2. <br />M <br />aj co V <br />Q JLLU_ LL W <br />a <br />0 13 <br />Z m C °' <br />=o <br />@l6 <br />W 0 ' N ( p o <br />W o <br />W U) cpl LL Z L- N Z Q J <br />I- <br />N <br />Z 0 0 U <br />U) <br />W 1:1 Li <br />0 <br />Z N <br />Z <br />z a <br />U) <br />N z <br />� U � <br />+-+ r` <br />•U � <br />.a <br />Ou., 8 <br />N <br />U <br />� co <br />w <br />C") <br />M <br />a <br />Zo <br />Z <br />Z <br />�o <br />g¢ <br />Z <br />¢o <br />a <br />�� <br />o�Z® <br />Qi <br />❑a <br />— <br />O E <br />%0 <br />a OO <br />OO <br />o <br />K <br />Z <br />o <br />N It <br /><= <br />ao <br />Z <br />ww <br />W 2 <br />a? <br />� <br />C: <br />yS <br />m0 <br />o <br />Z <br />� J <br />�m <br />>Z <br />Ey <br />ZO <br />Q U <br />a <br />W <br />Jo <br />wa <br />�_ <br />O <br />� <br />moo¢ <br />zaTo3 <br />0r <br />y(D <br />i <br />M <br />J <br />Orn <br />m <br />M <br />0 <br />LO <br />co <br />co <br />a- <br />Z <br />(n m �: <br />N <br />C <br />U) <br />4-1 a) <br />`i <br />ca N <br />C:) <br />N <br />N <br />LO <br />Q <br />ili <br />M <br />A�F M 1— <br />LO <br />3 vi 00 <br />o <br />Z <br />Z <br />E T <br />E <br />c <br />a. <br />U _J Q p <br />JOB <br />NO: 22-09403 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.1 <br />