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Mr. - <br />12 <br />5� <br />35 SH <br />12 <br />�5 <br />SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS <br />CJ CJ 25 SH <br />--------------------------------------------------------- -------------------------- <br />6'-0" FLASHING 14'-10" <br />------- --------------------------- ------------------ — — ------------------- <br />CJ/WEEP ----- <br />12 <br />SHINGLE OR TILE ROOF PER 5� <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS <br />35 SH <br />-------------- <br />ROOF TO BE <br />CENTERED ON <br />DOOR <br />12 <br />zz::::�5 <br />5068 SGD <br />T.O.P. <br />HDR HGT. <br />-r 11-O"- <br />2ndFIN. <br />FLR. <br />------ T.O.M. <br />bo <br />TEXTURED 00 <br />CEMENTITIOUS F_ <br />FINISH ON C.M.U. <br />(TYP.) --"% FIN. FLR. <br />-------------------------------- <br />REAR ELEVATION - B1, <br />1 V-0" RIDGE VENT <br />6-0" RIDGE VENT <br />T.O.P. <br />------ HDR HGT. <br />1'-0" <br />11 <br />CJ 25 SH CJ CJ <br />CV h <br />QO <br />ti <br />---------------------------------- 2ndFIN. FL <br />PJ <br />12- - - - - - - - T.O.M. <br />------- ---- -- - ----- - ----- - <br />5 CJ / WEEP HDR HGT. <br />sh <br />1. 2'-0" <br />Of <br />TEXTURED <br />Y <br />CEMENTITIOUS ti <br />FINISH ON C.M.U. <br />25 SH (NP') <br />FIN. FLR. <br />LEFT ELEVATION - 61 <br />SCALE: 1/4"=1' <br />19 <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"A" 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 />N <br />N <br />a� <br />o c <br />0 <br />> W <br />o °' LU <br />Z >• L <br />O <br />aOZ o <br />a m X <br />y RW d <br />c <br />y 'C N .0 <br />3 � <br />� CC <br />Vf CL <br />C <br />� O <br />d V <br />I/Iz <br />RO hAI& i <br />�1. <br />5 A. <br />.......... <br />a. 4 <br />OFE SS\ON <br />°nf/�Inllm,�ea� <br />�o <br />To the best of the Engineers 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 />(A <br />a= <br />MN 8 <br />t� $ c <br />0 � <br />t» Z; <br />di ej M R U. <br />0 LL <br />_J W <br />LL LL a. <br />0 <br />Z 1° r 0) n <br />C 14 o <br />W o <br />W m W <br />? &Zd <br />Z � NZ a � <br />LL� <br />ZN d < <br />Cl) <br />W ❑ ❑ <br />0 <br />z_ C4 <br />z <br />< <br />J <br />M <br />N z <br />U ss <br />GO <br />fQ w <br />�V <br />is <br />OW <br />N c <br />�N Cn <br />in <br />w <br />U <br />• <br />z <br />Z <br />� <br />oW <br />ILL. <br />zo <br />�o <br />S'0 <br />>p <br />zdR <br />z• <br />O <br />g <br />R� <br />zO <br />ro <br />E <br />a i <br />Ra <br />N <br />_ <br />w0 <br />ao <br />¢� <br />m0 <br />Y <br />O <br />Z <br />z <br />a�i <br />J <br />W <br />�z <br />(� <br />N <br />ab <br />�¢ <br />z <br />az <br />W <br />C <br />a <br />U <br />W� <br />�0 <br />�W <br />=G <br />�— <br />00 <br />�� <br />co <br />zIa <br />a <br />0 3 <br />1� <br />>� <br />J <br />L <br />`O <br />120 <br />a <br />� <br />M <br />co <br />Y <br />r <br />� <br />T <br />m <br />Co <br />LN <br />`t <br />O <br />l <br />N <br />o <br />00 <br />'� N <br />T <br />01) <br />LO <br />M <br />Q L <br />T <br />ui <br />E <br />z <br />Z <br />E M <br />E w <br />ci 0 a o <br />� <br />JOB <br />NO : 22-06471 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />