Laserfiche WebLink
12 <br />5� <br />12 <br />4'-0" RIDGE VENT <br />12 <br />5� <br />12 <br />�5 <br />REAR ELEVATION - Al <br />16-0" RIDGE VENT <br />HEEL <br />h12 <br />N <br />T.O. M. 5 <br />HDR HGT. <br />— ,�f — ----------------------- —--------- ---------------------- <br />I -� <br />TEXTURED <br />o CEMENTICIOUS <br />r _ <br />co 00 FINISH ON C.M.U. <br />co (TYP. ) <br />35 SH <br />F.FL. <br />SCALE: 1 /4"=V-0" <br />12 <br />�5 <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />01 <br />2'-0" 01 <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <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 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 />R <br />S E ° <br />N <br />++• <br />�, <br />F <br />�J�A°,id�yoR O F E S S\ O' <br />Gov <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />F <br />®p <br />^5 <br />C)8 <br />O <br />. <br />00 <br />N c0 00 <br />N# <br />J <br />0 <br />i ® <br />N NC <br />5 u, CP N <br />LL <br />J* W <br />f<i <br />•i <br />rn F � <br />M M <br />m LL ii <br />-ct <br />LL J a <br />0 ' N <br />LU <br />a a W <br />OI— <br />wC6 o� <br />OZ mZ� <br />O <br />W <br />o�0 <br />Co <br /><2 <br />Z <br />r <br />� NZ <br />co <br />a <br />o <br />U 00 <br />N J <br />Q <br />o� ❑❑❑ <br />W <br />CD M <br />\r <br />z N M <br />N <br />0 <br />N <br />z o � <br />Q d; <br />J <br />n <br />I ^ <br />U/ , <br />M <br />V O <br />1 <br />T' <br />V@ <br />Vi <br />W a <br />0 <br />W <br />t/1 <br />y <br />� <br />U <br />W J <br />1-- _ <br />— l0 p <br />L U <br />r <br />I <br />z� <br />0 O <br />c U' d <br />Q <br />0 <br />® 0 <br />N <br />�� <br />o <br />M <br />w <br />Z <br />M <br />w <br />0 <br />LJL <br />O <br />E U <br />z O <br />00 <br />> N <br /><R <br />?O <br />f� <br />Q� <br />X o <br />U O <br />U <br />0. <br />O <br />N <br />It <br />h <br />do <br />¢o <br /><o <br />O <br />O <br />aZ <br />r� <br />(� <br />_ <br />o Y <br />U <br />m� <br />O <br />O <br />Z F <br />Q W <br />:EZ <br />OEM0. <br />to <br />3 <br />a 3 <br /><� <br />02 <br />2§ <br />�o <br />Q0 <br />U <br />a0 <br />�k <br />O <br />zl¢ <br />a <br />OU i <br />.s CV <br />= <br />>� <br />L <br />m <br />00 <br />U <br />� <br />r <br />Q <br />C <br />> <br />2'^ <br />O <br />o <br />�i/ <br />~ <br />m <br />c <br />� <br />E <br />T <br />CD <br />00 � <br />rn <br />Li') <br />00 <br />a' <br />r <br />a <br />E <br />, <br />c r <br />M <br />o <br />z <br />m <br />Z <br />� <br />E <br />E <br />�; <br />a <br />FLU <br />J <br />< <br />J <br />JOB <br />NO: <br />20-6226 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />n I-T�. ► i <br />