Laserfiche WebLink
r E q1 I.I. q I I ! <br />-Ico <br />CID <br />I <br />A. <br />C, 1 4 <br />12 <br />5 <br />12 <br />T.O.P. <br />HDR HGT. <br />A------------------ 4 -------------------- --------------------- <br />Ci <br />Ci <br />KN= <br />FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTUER SPECIFICATIONS <br />2nd FIN. <br />FLR. 12 —FLASHING <br />T.O.M. CJ / WEEP CJ / WEEP <br />— — — — — — — — — — — — — — — — — — — — -- — — — — — ---- — — A— <br />FIN FLR A <br />L <br />, <br />9'RIDGE VENT <br />5068 SGD <br />12 <br />5�� <br />CENTERED ON <br />DOOR <br />35-SH <br />--------------- <br />-TEXTURED —J <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />REAR ELEVATION - B1 <br />SCALE: 1/4"=V-131" <br />12 FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTUER SPECIFICATIONS <br />T.O.P - - — — — — — — — <br />HDR HGT. <br />-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />EXTERIOR PLASTER <br />25 SH ZI ON FRAME <br />2nd FIN. <br />FLR. Ci <br />T.O.M. CJ / WEEP <br />---------------------------------------- <br />-- — — — — -- — — — — — __ <br />— — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />9 TEXTURED <br />ao CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />FIN FLR <br />RIGHT ELEVATION - B1 <br />SCALE: 1/4"=V-101" <br />General Notes <br />ROOF CRITERIA: <br />0 12" OVERHANG U.N.O. <br />0 PLUMB CUT FASCIA ROOF <br />0 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 C 1063, or ASTM C 1787 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 then 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 then 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 C1 281, 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 coa tions (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 />�,EWko <br />-,% . ......... <br />, �� . -'C <br />- <br />0 <br />E.78750 <br />cc 2 <br />LU Z <br />-Tp, OF <br />Op.% <br />4^� ......... <br />s C <br />SZ, <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. Engineers signature and seal <br />- <br />Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seat. <br />W <br />0 <br />N _j <br />C., UF <br />A <br />0 <br />L-L <br />ut LL <br />Z <br />02 <br />W <br />X <br />0 _J <br />W <br />ILLGo <br />Z, ii� L. 0 <br />< 6 <br />Z <br />r_1 71 <br />c� <br />S <br />V) <br />LLj <br />J <br />0 <br />AMIL <br />U <br />U <br />C__ <br />cM. <br />us <br />E <br />CL <br />lo <br />ZE <br />t <br />C/) <br />lo <br />Z <br />_x <br />C/) <br />ILI <br />1! <br />o <br />Q0 <br />V- <br />.2 0 <br />(0 <br />M <br />0 <br />0 <br />> <br />0 <br />W <br />0 <br />X t <br />> <br />2 <br />0 <br />CL <br />�2 <br />(0 <br />C co <br />0 <br />r___ <br />U-) <br />E <br />co <br />0) <br />r--.. <br />X <br />7— <br />IUD <br />04 <br />0 <br />CN <br />00 <br />00 <br />LO <br />E <br />CN <br />C\I <br />0 <br />Z <br />M <br />Z <br />c <br />ip <br />E C) <br />i6 <br />ED <br />E-) <br />EL <br />_J <br />JOB <br />NO: <br />21-2023 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />