Laserfiche WebLink
12 <br />5� <br />3 TAB SHINGLES. ROOF — — -'-- — - <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />1' 0" <br />---_ ��— -- --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- <br />El F71li E nor <br />0 FE-] 1=7 D EI F] IF-77 <br />14'-0" RIDGE VENT <br />12 <br />5� <br />�—+3" SMOOTH <br />TEXTURED BAND <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />12 <br />5 1 " x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND HEEL <br />— — T.O.M. <br />— — HDR HGT. <br />FRONT ELEVATION - B1 <br />SCALE: 1 /4"= V-0" <br />W <br />M <br />12 1" x 9" SMOOTH <br />�5 TEXTURED <br />T-0" RIDGE VENT FREEZE AND <br />— — — 12 <br />12 <br />5r �5 <br />1 TEXTUREOSOTH CORBELS <br />- — — 3 TAB SHINGLES. ROOF <br />_ INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />— -- � � T.O.M. <br />1'-0" HDR HGT. <br />-------- — —--------------------------------------------------------------------------------------------------------------- —-------------- — -- <br />1'-0" <br />10 <br />2'-0" <br />TEXTURED - o <br />CEMENTICIOUS TEXTURED °O 00 <br />FINISH ON C.M.U. CEMENTICIOUS <br />(TYP.) FINISH ON C.M.U. <br />(TYP.) <br />F.FL. <br />- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- <br />+3" SMOOTH <br />TEXTURED <br />BAND <br />LEFT 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 C <br />926 and ASTM C 1063. <br />R703.7.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.7.2 Plaster. <br />Plastering w/ portland cement plaster shall be not less than three <br />coats when applied over metal lath or wire lath and shall be not <br />less than two coats when applied over masonry, concrete. <br />R703.7.3 Water -Resistive Barriers. <br />Water -resistive barriers shall be installed where cement plaster <br />(stucco) is to be applied over wood -based sheathing, shall include <br />a water -resistive vapor -permeable barrier. The individual layers <br />shall be installed independently such that each layer provides a <br />separate continuous plane and any flashing intended to drain to <br />the water -resistive barrier is directed between the layers. The <br />barriers shall consist of one of the following. <br />1. Two layers of an approved water resistant barrier material in <br />accordance with R703.2. <br />2. One layer of an approved water -resistive barrier (paper <br />backed stucco lath) over an approved synthetic house wrap. <br />R703.4 Flashing. <br />Approved corrosion -resistant flashing shall be applied <br />shingle -fashion in a manner to prevent entry of water into the wall <br />cavity or penetration of water to the building structural framing <br />components. Flashing shall be installed at the following locations. <br />• Exterior window/door openings. <br />• Intersection of chimneys or other masonry constructions 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 intersections <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 />VWN <br />_ mot° <br />,I( <br />OF <br />• <br />r <br />IL <br />� <br />2 <br />F <br />Z�`✓c� <br />OFESmovl <br />\r <br />� <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />8 <br />00 <br />00 <br />Q <br />_ E <br />0 <br />0 6 p) <br />N U o^p <br />N <br />(o # <br />M Nn y#- <br />64 W <br />0 <br />y <br />yMc�•O <br />�LJL <br />-) # W <br />LL LL d <br />H <br />Q <br />(N <br />N '') <br />cLU <br />LL <br />a) <br />W (n <br />a a <br />0Wf-13Z <br />UOf@ <br />W <br />a) C) <br />.« C N (p <br />Oo <br />M C"J <br />W <br />ILC <br />'ro0 <br />rn <br />m <br />2IL � <br />Z <br />a04 <br />N <br />¢ 0 go <br />O <br />U H J <br />Z <br />° < <br />❑❑❑ <br />W <br />M <br />(- o <br />z CD O <br />_ <br />Z O <br />Q v <br />J M <br />d N <br />W(A <br />^' <br />M <br />z2 <br />U 2 <br />(V , e i O <br />Q <br />•O <br />N <br />/r�� <br />W H <br />C o <br />= <br />aus <br />Rigr- <br />U m <br />w or <br />m <br />0 8 <br />1�... <br />V <br />U oo as <br />• <br />Q o <br />co <br />w <br />M <br />-0 <br />o <br />z <br />Q <br />w <br />E <br />z0 <br />zo <br />14 <br />CL °v <br />" <br />Q. <br />Z® <br />o� <br />co <br />I- t0 <br />R o <br />O F <br />Do <br />O <br />o Q <br />ZN <br />O <br />u, t <br />z <br />¢o <br /><o <br />az <br />rz <br />• rp <br />Vi C:or <br />z <br />U <br />y0 <br />� <br />mo <br />o' <br />Z <br />1z <br />Z(Q <br />o< <br />Zq z <br />O <br />U <br />Q <br />p <br />wLL <br />J <br />a <br />ww <br />_ <br />ot <br />>° <br />NJo <br />CD <br />tl' <br />w� <br />za <br />a to: <br />�N <br />0 <br />= <br />` <br />J <br />ui <br />W <br />m <br />O <br />■ — <br />T_ <br />> <br />T <br />Q <br />C <br />0 <br />r1 <br />0 <br />n Co <br />= <br />O <br />T <br />N <br />t— <br />I <br />O <br />0 <br />rCi� <br />C�/:) <br />Q co <br />r <br />N <br />T t0 <br />c T <br />� <br />O <br />M <br />7 7—i6 <br />ceM <br />) <br />Z <br />E Q <br />mc <br />a <br />U � <br />Q p <br />JOB <br />NO: <br />20-2742 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />