Laserfiche WebLink
R <br />a <br />LO <br />N <br />Z <br />v <br />N <br />O <br />Z. <br />N <br />02 <br />I' <br />Q <br />00 <br />13 <br />0 <br />00 <br />CT <br />r, <br />a <br />A... <br />CV <br />F, <br />12 <br />5� <br />T.O.P.------- <br />HDR HGT. <br />12 <br />Z:::::�5 <br />L I <br />CJ CJ CJ <br />2nd FIN. _____ N U _ <br />---------------------------------------------------------- -- <br />FLR.--------------------- CJ/WEEP .,, CJ/WEEP <br />T.O.M. - <br />------------------------------------5� <br />F.FL. <br />■ <br />T.O.P. . . . . . . . . . . . . . . . . . . . . . . . . . L <br />HDR HGT. <br />2nd FIN. <br />T.O.M. <br />12 <br />5� <br />9' RIDGE VENT <br />- — — — — — — — — — — — — <br />ROOF TO BE <br />CENTERED ON <br />DOOR <br />--------------- <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />REAR ELEVATION - Al <br />12 <br />----,j5 <br />SCALE: 1 /4"=V-0" <br />------------------------------ ------------------------------------- <br />25 SH <br />� 9 f' <br />N fn = <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />2'-0" <br />F.FL.-------------------I--I---------------------------------------------------------------------------------------- <br />RIGHT ELEVATION - Al <br />SCALE: 1 /4"= V-0" <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-Resisitive Barriers. <br />Water-resisitive 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 (paperbacked <br />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 contructions 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 />z M <br />— CD <br />z�z <br />a <br />V) U <br />w <br />n_3 0 <br />r� <br />(D-c-n <br />= <br />o <br />� U <br />m� <br />�M C) <br />LU <br />O o N <br />C)� <br />t-9 <br />Io <br />Q rn <br />X-C Ci <br />Al1 <br />N -C <br />C,911 D_ <br />SE <br />C3 <br />•ag <br />d <br />N Ul <br />LL c <br />�N. <br />W W <br />C1m < <br />2 <br />1 .a' � �GJ r <br />6/ <br />LLW <br />.,o° lv <br />SST' <br />N <br />F E S •��� <br />� <br />To the best of the Engineer's know ormation, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />0 <br />0 <br />Z fV <br />0�1� <br />> M O <br />M <br />a Ln <br />Q L u) <br />a' <br />F- M <br />oC U p.00 <br />Q <br />E� <br />Z 3: <br />ro <br />WJ <br />a <br />d' <br />a <br />U <br />a <br />~ <br />z <br />0 <br />�400 <br />"0 <br />ce <br />2 Q, <br />F— <br />§Z <br />i <br />Q <br />li 22� <br />W <br />$S <br />N <br />w <br />3 <br />a <br />1 n <br />C <br />N <br />z <br />z <br />O <br />= <br />Q <br />w <br />0 <br />0 <br />Z <br />J <br />rl <br />di <br />Q <br />Z <br />k <br />O <br />N <br />06 <br />Z <br />g <br />t—u <br />LU <br />= <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSIG <br />VERSION NO. 5ol <br />SHEET NO. <br />3.2 <br />