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2'-W <br />BPI <br />12 <br />5� <br />HEEL <br />--------------------- —------- <br />12 <br />o 5 <br />T.O.M. -- —------------ F4------------ <br />HDR HGT. — — <br />TEXTURED <br />o CEMENTICIOUS <br />' FINISH ON C.M.U. <br />co co (TYP.)Co <br />F.FL. <br />12 <br />5� <br />SEEMS <br />SIEMENS <br />MEN <br />CV <br />14'4" RIDGE VENT <br />12 <br />::::Z�5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUR <br />SPECIFICATIONS <br />— 1' 0" <br />--— — — — — — — — — — — — — — — — — — — — — — — — — — — — — --——�I�—=--- <br />FRONT ELEVATION - Al <br />SCALE: 1 /4"=V-0" <br />15'-0" RIDGE VENT <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />LEFT ELEVATION - Al <br />SCALE: 1 /4"=1' <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />HDR HGT. <br />6" FASCIA <br />(TYP) <br />TEXTURED _ <br />CEMENTICIOUS oQ <br />FINISH ON C.M.U. Zo <br />(TYP.) <br />F.FL. <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 />Al 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 />t <br />Ze�t��titalre�lof�� <br />SE <br />_J N <br />J <br />Q <br />G3� <br />U <br />aif <br />- <br />vle � f��fnnm»r 0 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Cade - <br />Residential 8th Edition. Engineer's signature and seat is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />/W <br />= <br />p <br />O CJ <br />�p QQpp �Tp <br />N N ik 7■ <br />O Ci <br />N C <br />% <br />N LL <br />OD <br />'6 �7 <br />Lu rA = <br />z <br />g0)CD� <br />Cs <br />0Wz° <br />0 <br />:e cC-4m <br />ETo) <br />00 n <br />z <br />ILW <br />O-SN o <br />NaMZ <br />J� <br />aQ y <br />CS J <br />W <br />Z N <br />Z <br />Z <br />¢ <br />(n <br />Nv <br />�Npp] <br />tr . <br />Z "� <br />UI LL <br />■ <br />f13 <br />W <br />0 <br />W <br />�e <br />O <br />M <br />� <br />w <br />Q <br />a E <br />G <br />W� <br />a� <br />Y$ <br />?• <br />~ <br />51 <br />W <br />8Z <br />N <br />f <br />°dz <br />mz <br />rc� <br />m� <br />�C <br />C <br />�8 <br />yz <br />� <br />8 <br />10 <br />U <br />W <br />d� <br />W LL <br />LL <br />$z <br />a <br />N W <br />o <br />o <br />o <br />ui <br />L <br />/0 <br />•= <br />0 <br />M <br />t0 <br />W <br />= <br />T <br />Np <br />0 <br />LO <br />0 <br />M N <br />r r <br />r <br />E <br />z <br />M <br />CV)c <br />y <br />Z <br />a <br />E p <br />U <br />J <br />Q 0 <br />J <br />JOB <br />NO: <br />20-0563 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />