Laserfiche WebLink
v+ <br />3 <br />x <br />m <br />L0 <br />u7 <br />ID <br />v <br />0 <br />00 <br />O <br />M <br />O <br />J <br />0 <br />N <br />O <br />I <br />N <br />x <br />m <br />Lin <br />L0 <br />v <br />rn <br />0 <br />Q <br />00 <br />0 <br />J <br />C <br />a <br />C <br />O <br />�v <br />O <br />r7 <br />N <br />N <br />N <br />ai <br />0 <br />0 <br />O <br />a <br />cV <br />CV <br />N <br />M <br />N <br />0 <br />0 <br />a <br />0 <br />m <br />0 <br />T f'1M_ <br />1'-0" 2'-0" <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />5068 SGD <br />13'-0" RIDGE VENT <br />E VENT <br />REAR ELEVATION - B1. <br />12 <br />�5 <br />SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS <br />-------------------------------------------- <br />TEXTURED <br />CEMENTICIOUS 3'-0" <br />FINISH ON C.M.U. <br />(TYP.) <br />RIGHT ELEVATION - B1 <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'rD <br />40. <br />co T, <br />c� <br />��. j <br />CL a <br />0L <br />Ji 0 <br />U __ <br />4- <br />~ L- CO L- V <br />0 W <br />CV <br />N <br />0 <br />N <br />M <br />N <br />O <br />J., 9�r <br />' is /i. <br />STATE OF 4/ <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 />Engineers signature and seal. <br />10 <br />r-- <br />W E <br />N J <br />O N 0,o LL <br />U- <br />V O C s J <br />0 ro it u_ d <br />J uu <br />N ��v� LL a Y <br />Q J U_ L d <br />°0C <br />103 <br />Z 5C-, z o <br />O~ <br />r Co W <br />i 2@ N co K O J <br />Lu m <br />0 0,W 05co <br />¢ <br />°¢ <br />= N M Z K se O <br />IL <br />Z O U U-i U <br />W ❑❑❑ <br />z N <br />o <br />� o ¢ <br />� aN <br />Q ?� <br />a <br />M <br />N z <br />W Y <br />U <br />W o <br />O N <br />f6 <br />U <br />W J <br />=`°+ <br />M U <br />J <br />S <br />U o tiCo <br />0� <br />® <br />ti <br />o <br />CO <br />J <br />w <br />co <br />coo <br />U- <br />N <br />Z <br />Z <br />¢ <br />U- <br />ni <br />n <br />z a <br />ZZ <br />¢ N <br />p <br />u <br />oz <br />ze <br />a0 <br />co <br /><= <br />¢¢ <br />O< <br />o is <br />L <br />wo <br />Q <br />ww <br />w <br />o <br />z <br />'0 <br />Ott <br />z <br />w <br />_! <br />Q� <br />Z <br />zo <br />Q <br />0¢ <br />< <br />U <br />a <br />W <br />T � <br />U <br />w <br />� <br />ao <br />r� <br />dZ <br />CDw� <br />>O <br />a <br />v <br />z< <br />° <br />0 <br />c Q <br />= <br />LidLO <br />m <br />m <br />Q <br />00 <br />CID <br />O <br />O <br />V / <br />W <br />m <br />I <br />¢I <br />0C14 <br />0) <br />N <br />O <br />� <br />� N <br />M <br />Ln <br />Q <br />r <br />N <br />T <br />0) <br />M <br />W <br />0 <br />Z <br />Z <br />O <br />co <br />d <br />a <br />U J Q ❑ <br />J <br />JOB NO: 22-02400 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />