Laserfiche WebLink
EXTERIOR PLASTER <br />ON FRAME <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />12 _ 4' OFFRIDGE VE <br />25 SH <br />— — CJ / WEEP — <br />35 SH <br />25 SH <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 <br />�5 <br />T.O.P. <br />HDR. HGT. <br />112 33 SH r O0 <br />CJ <br />i� <br />6068 SGD <br />- — 2ND FIN. FLR. <br />_T.O.M <br />HDR <br />FIN. <br />REAR ELEVATION — ELEV—B <br />SCALE: 1 /4" = V-0" <br />10' RIDGE VE <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 12 <br />5 <br />— — — — — — — — — — — — — — — — — — — — — — — — — ice--, I i F� IT='--=.r ter-+. r r---r,••• --- .._ <br />------------------------- --------------------------------- ---------------------------- <br />CJ CJ <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />4' OFFRIDGE VENT 25 SH <br />LR. 1-6 <br />-- ----- - ---- -------'7----- - <br />FLASHING <br />T.O.M. - - <br />----- - - - - - - - - - - -- <br />- ---------- ------ <br />T.O.M. @GAR./ ;� CJ WEEP <br />ENTRY <br />HDR. HGT. <br />0 <br />00 00 TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />FIN. FLR. <br />RIGHT ELEVATION — ELEV—B <br />SCALE: 1/4" = V-0" <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.0 <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 />cv <br />0 <br />N <br />� o <br />o <br />W <br />W w O <br />�� o <br />L _ .c to �--, c� <br />Q <br />3: <br />w a a> <br />E <br />r0 m w a <br />w c o <br />N d'a <br />C E <br />O <br />a � <br />�,,'g1111tit1tt►ltrrrrr�� <br />O w rd <br />U_J0�DQ <br />Z <br />4ROFESS10aP\� <br />To the best of the Engineers 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 engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />to <br />O tM <br />a o <br />O N m p <br />(j c <br />o N <br />� ti ti <br />M ZZ # LL <br />h C <br />N J <br />Q C J LL W C s a <br />J w <br />- 0 o_ <br />�o <br />0�' <br />Z c <br />C, <br />O <br />W g -� 0 <br />o0 <br />W m <br />ILZ 2 NZ O , J <br />J H <br />;^ N <br />V <br />Z O U U O <br />En <br />IN <br />cD Fi <br />Z N l+f <br />W <br />Z <br />z t` <br />z <br />�4-JLU <br />N <br />O <br />�to <br />wto <br />w <br />a S <br />0 <br />c U) <br />¢ 2 Y <br />�m <br />r <br />o s <br />__J <br />U_ <br />ce E <br />a C <br />U <br />WF <br />o <br />Z® <br />oa <br />�o <br />cc <br />I— <br />OR� <br />u <br />Z <br />Zg <br />fu <br />g= <br />C <br />Y <br />gV <br />Z <br />a ° <br />=z <br />a° <br />ww <br />�w <br />W <br />o <br />0_ <br />0 <br />mco <br />CC <br />Oe' <br />rn <br />0 <br />� <br />N <br />(10 r <br />C:) <br />0 <br />m <br />L0 <br />}.� C <br />0 N <br />p) <br />(0 O <br />L0 <br />ai <br />E <br />4� M N <br />cmN <br />o <br />Z <br />Z <br />r <br />O <br />M <br />_ <br />d <br />E <br />o <br />U J Q <br />JOB NO: 22-12351 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.2 <br />