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i <br />rn <br />0 <br />it <br />S <br />04 <br />04 <br />o' <br />J <br />0 <br />I <br />rn <br />x <br />h <br />O <br />C <br />a� <br />x <br />t` <br />N <br />O <br />O <br />J <br />C41 <br />0 <br />I <br />rn <br />i <br />0 <br />cn <br />c <br />-o <br />rn <br />c <br />Q <br />O <br />04 <br />E <br />0 <br />E <br />O <br />co <br />c <br />i <br />rr- <br />E2 <br />0 <br />U <br />0 <br />0 <br />vl <br />U <br />0 <br />a_ <br />a <br />c <br />0 <br />•O <br />O <br />tZ <br />CV <br />N <br />c�D <br />0 <br />0 <br />N <br />O <br />N <br />v <br />c <br />(n <br />m <br />Cn <br />12 12 <br />5O <br />SGD <br />12 <br />5[::� <br />HEEL <br />12 <br />5 <br />4'-0" RIDGE VENT <br />[`12 <br />N <br />5 <br />T.O.M. <br />HDR HGT. <br />I-� <br />TEXTURED <br />o CEMENTICIOUS <br />00 00 FINISH ON C.M.U. <br />(TYP.) <br />REAR ELEVATION - Al <br />16-0" RIDGE VENT <br />SCALE: 1 /4"= V-0" <br />12 <br />�5 <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />1'-0" <br />TEXTURED —Z 410 3'-0" Oil <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />F.FL.—---J—---------------------L—J---------L----------------------------------------t------ <br />RIGHT ELEVATION - Al <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 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 />10 <br />TV <br />i <br />m � <br />cu <br />SL <br />�0 <br />0 <br />� <br />��'• <br />F L <br />.b <br />o ......••''• <br />N <br />/N/lttltll`��\ <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications <br />contained within these <br />drawings comply with the 2020 Florida <br />Building <br />Code - <br />Residential 7th Edition. Engineers <br />signature and seal is only for <br />the structural engineering portions <br />of the drawing <br />pages bearing <br />Engineers signature and seal. <br />H <br />W <br />QO <br />a E <br />Om 8 <br />� <br />oo <br />N it <br />6)' <br />O <br />LL <br />V <br />0 <br />� <br />��aO N <br />4t J <br />� LL W <br />0) <br />QN <br />(n r r 'D <br />M Vim' <br />- W IL <br />i <br />u LL LL <br />co W <br />a Ly� <br />Z <br />— a <br />.0 M <br />0 <br />0 o <br />W <br />L . <br />off( CO <br />Lr W <br />m m . <br />W <br />Z <br />�Z <br />aa0 <br />N cc-)Z <br />p U <br />fyO <br />ULL M (Vie <br />Z <br />M e'n- <br />z N M <br />O O <br />O <br />z � N <br />z � � <br />J — <br />N <br />z 72 <br />W � <br />W J <br />�V) <br />C o <br />tlOa <br />C <br />t4l � <br />_ E <br />I <br />CU o <br />� c) <br />Q <br />e <br />o <br />\� <br />o <br />M <br />J <br />w <br />M <br />M <br />w 2 <br />o S <br />z <br />z <br />q <br />� <br />J <br />U_ <br />m E <br />E O <br />�� <br />'o <br />�� <br />o <br />oa <br />ca <br />6 <br />X <br />U <br />Oq <br />O <br />O <br />c,J¢� <br />as <br />ao <br />wz <br />Y <br />U <br />mo <br />Z <br />Z <br />C <br />U)'0 <br />a ° <br />z z <br />z <br />j <br />Q > <br />p � <br />d o <br />mw <br />o <br />ozxF <br />wF <br />�o <br />O <br />M <br />ii z <br />0 O <br />= <br />>Ln <br />m <br />co <br />co <br />0 <br />Y <br />O <br />CL <br />O <br />m <br />0 <br />O <br />p r <br />= o <br />r <br />04 <br />LO <br />E <br />N <br />2 <br />o <br />Z <br />M <br />z <br />E O <br />Q) <br />co <br />= <br />a <br />E <br />U � <br />a <br />Q p <br />r_ <br />C <br />� <br />JOB <br />NO: <br />19-0251 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />