Laserfiche WebLink
---I- . I— I I _ —.— 1_ 1 1 _ I e 11 1 1 1 if L_ I I L I I I I I ' I 1 11 -I 1 _ I 1 111 1 1 1 <br />O <br />60 <br />TOM — ____ - _ <br />c <br />a <br />12 <br />5� <br />4' OFFRIDGE <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED <br />ON DOOR <br />12 <br />:Z�5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />6-0" �3'-10" <br />------------------ <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />------------------ <br />REAR ELEVATION - B1 <br />14'-0" RIDGE VENT <br />SCALE: 1 /4"= V-0" <br />1" x 9" SMOOTH - <br />TEXTURED 12 — - — <br />FREEZE BAND 5� <br />T-0" RIDGE VENT <br />8"x8"SMOOTH 12- <br />- - <br />TEXTURES CORBELS 5�7' 12 <br />— — - --_ -- �— --= - - -- — — -, <br />1 <br />3 TAB SHINGLES. ROOF <br />T <br />INSTALLED AS PER MANUF. _ _ _ <br />SPECIFICATIONS <br />T.O.M. — — — — - <br />HDR HGT. 1'-�" 1'-O" <br />-- —------------- —— — — — — — — — <br />--------------------------------- — — — — <br />— — — — — <br />— — — — — — — — — — — — — — — — — — — — <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. 2'-0" <br />TEXTURED <br />(TYP.) <br />0CEMENTICIOUS <br />p FINISH ON C.M.U. <br />(TYP.) <br />F.FL. <br />+3" SMOOTH <br />TEXTURED <br />BAND <br />RIGHT 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 />omj <br />S\O` <br />AR O F•E S <br />�rjr,t�flllitt;lli\ <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 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />a <br />s co co <br />N N # <br />_ <br />(� <br />O <br />N J <br />N # U_ <br />Ol J W <br />aej <br />M M W rn <br />aLU <br />Z <br />JLL� a� <br />0IO <br />Wr�OjO' <br />me <br />to m °° OJ <br />Z <br />LL a <br />-oCL <br />Cno o <br />_J <br />N M Q U 0 m <br />W <br />V MLO <br />Z N M <br />Z cSS2 <br />Q � <br />rNi <br />Ln <br />�v�6 <br />Z v <br />LL <br />+� <br />Mr <br />u <br />w <br />oQ) V) <br />�N <br />w <br />� <br />U <br />e <br />m. -.. <br />°� <br />U o <br />c � <br />Y <br />Q ' 0 <br />• <br />N <br />so <br />M <br />M <br />no <br />w <br />Z <br />LJL <br />Q E <br />0 <br />fos <br />oLL <br />Z® <br />cao <br />� � <br />_ <br />E <br />xc�i <br />ao <br />QoZ <br />o <br />&< <br />N <br />ao <br />ao <br />wZ <br />�Z' <br />"� <br />m0 <br />Z� <br />Z <br />v <br />N J <br />nm <br />S� <br />QW <br />fZ <br />o <br />U <br />Wa <br />v <br />a <br />.w <br />�- <br />o <br />CDwo <br />w <br />=o <br />Mill <br />co V <br />i< <br />i;3 <br />^L <br />rn <br />� <br />W <br />\ <br />.� <br />m <br />O <br />_ <br />CL) <br />T <br />Q <br />C o <br />� <br />�+ m <br />M <br />� <br />T <br />,� <br />Np <br />O <br />d- <br />T <br />J N <br />T <br />� <br />LO <br />00 <br />.. <br />m <br />w <br />M r <br />N <br />o <br />Z <br />Z <br />E O <br />E <br />U <br />c <br />_m <br />Q <br />JOB <br />NO: <br />20-6579 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />r <br />