Laserfiche WebLink
3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS —� <br />12 <br />5� <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />16-7"_ 1 6'-0 -- <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />------------------------------------------- <br />18' RIDGE VENT <br />12 <br />5� <br />=- -- T.O.M. <br />T-0" <br />------- HDR <br />REAR ELEVATION - B1 <br />4' RIDGE VENT <br />12 <br />�5 <br />SCALE: 1 /4"=V-0" <br />0 <br />bo Co <br />F. FL. <br />T.O.M.-------- <br />HDR HGT. — — — — — — — — <br />1'-0" <br />TEXTURED <br />o CEMENTITIOUS TEXTURED 01 3'-0" <br />701 <br />FINISH ON C.M.U. CEMENTITIOUS <br />io (TYP.) FINISH ON C.M.U. <br />(TYP.) <br />F. FL. — — — <br />RIGHT ELEVATION - B1 <br />E: 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. <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 manufacturers <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 />Ali 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 />CD <br />•• <br />%> <br />t- L <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />to <br />W <br />Q <br />rl- <br />d E 00 <br />O M 8 N# <br />LL <br />U) V <br />6 C7 <br />J <br />0 <br />Mv <br />LL 0- <br />LL' <br />C ULL <br />JLL <br />a W S <br />O <br />rm� <br />�Z_/ <br />'W :3� NCO <br />m O J <br />I W <br />rii�4j <br />a C <br />Z <br />Z <br />0 <br />LC'N M Z <br />0 U <br />k <br />X rn O <br />U J <br />W <br />❑❑❑ <br />V M <br />z N <br />o g <br />z <br />z <br />o <br />J <br />13 <br />V I <br />N <br />'z'^^ p <br />V O <br />w R <br />O <br />S <br />rU)LO <br />C <br />�N .. <br />U) <br />U � <br />w <br />i <br />w <br />C? )0 <br />o <br />j <br />J <br />w <br />z <br />M <br />zo <br />U_ <br />aE <br />o <br />E <br />�o <br />�� <br />w� <br />g <br />} <br />Qa <br />Z® <br />U <br /><S <br />E <br />XO <br />�< <br />00 <br />� <br />az <br />a <br /><o <br /><o <br />w <br />ro <br />� Cr <br />_ C <br />U <br />m2 <br />0 <br />o� <br />z <br />ZNm <br />U� J <br />aw <br />�Z <br />o <br />z <br />g8 <br />w <br />a <br />�Z <br />¢ <br />o <br />CO <br />v <br />w . <br />>° <br />a <br />°� <br />c� <br />0 <br />J <br />hi <br />W <br />CU <br />0 <br />T <br />J <br />coCN <br />N <br />Q <br />o <br />U <br />CO <br />r <br />co pN <br />In.... <br />= N <br />i•— <br />_ <br />00 N <br />� N <br />r <br />r <br />N <br />T <br />r <br />N <br />0 <br />Z <br />CD <br />M <br />a. <br />U � <br />Q 0 <br />� <br />JOB <br />NO: <br />20-8086 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />,-mot- - <br />� _r�;,t c-��r c•. � n:�a- _.- -n.., r I - — I r ter- -r — — — " <br />