Laserfiche WebLink
3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />12 <br />5� <br />3 TAB SHINGLES. ROOF - <br />INSTALLED AS PER MAN UF. <br />SPECIFICATIONS <br />16'-7" <br />--------------------- <br />------------- <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED <br />ON DOOR <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />-------------------------------------------- <br />19' RIDGE VENT <br />12 <br />5� <br />12 <br />�5 <br />---------- T.O.M. <br />------- HDR <br />-----------------------------------,------------F.FL. <br />REAR ELEVATION - Al <br />4' RIDGE VENT <br />12 <br />�5 <br />SCALE: 1 /4"=1 r-0" <br />1-0 <br />T.O.M. <br />HDR HGT. <br />- - - - - - - - - - - - - - -. - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TZ-0" <br />- - - - - - <br />I <br />TEXTURED <br />o <br />, CEMENTITIOUS <br />� <br />°0 ; FINISH ON C.M.U. <br />(TYP. ) <br />I <br />I <br />I <br />I <br />I <br />i <br />F.FL. <br />i <br />RIGHT ELEVATION <br />- Al <br />1 /4"=1'-0'r <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 />i <br />U O <br />L <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 <br />Florida Building Code - <br />Residentlal 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />( <br />Q <br />ago E <o pnp <br />0 N N # <br />O <br />CO, OO 1 0 CCD <br />b N JLL <br />N r N* <br />J rn <br />0 <br />— LL _ a <br />) LL N LL <br />t/1 M W u <br />>_CL <br />Z <br />_ <br />qa <br />�0v 0 ~ <br />0 <br />Oi <br />a;o 1=m <br />,5 N m <br />< <br />W <br />ILZ <br />2 E T oCL <br />°'ENO z0=n <br />N Q ru Z U <br />Z <br />� V ❑0❑ <br />W <br />Z N O <br />co <br />(gcoo <br />z Q <br />.od <br />Q - <br />J <br />Q N <br />N <br />0 <br />O] <br />z <br />U <br />C!J y <br />W p <br />� a <br />O <br />V) <br />W F <br />o <br />o <br />•� j <br />� <br />U 0° <br />W <br />�- 0 E <br />= 0 g <br />'I ' <br />9 <br />U ovoi <br />63 (v <br />tffil <br />o <br />4 <br />o <br />W <br />M <br />o <br />o <br />Z <br />z <br />LL_ <br />E <br />zo <br />>o <br /><� <br />Q O U <br />E <br />w° <br />z® <br />od <br />F� CM$ <br />oo <br />Z <br />O C <br />Nw <br />H <br />z <br />Z <br />(6 <br />C <br />Zz z <br />OY <br />�m <br />mo <br />o <br />z <br />en J <br />�� <br />¢W <br />gz <br />uNi <br />N <br />Q <br />�� <br />$� <br />wo <br />o� <br />Jo <br />az <br />nw <br />W <br />; <br />z <br />�_ <br />Q W <br />¢ <br />,o <br />a. n <br />o <br />a <br />to <br />� <br />ow <br />2Q <br />O� <br />Uri <br />> <br />n 1 <br />ai <br />ccc <br />W <br />m <br />0 <br />N <br />T <br />O <br />C <br />L <br />L <br />I1 <br />o <br />n y <br />� <br />pp <br />o <br />N <br />T <br />O <br />LLB <br />LO <br />�' N <br />oo <br />T <br />LO <br />r— <br />.1.. r <br />N N <br />E <br />© <br />CO r <br />o <br />c <br />E O <br />N <br />o <br />a. <br />U 0 <br />Q p <br />� <br />JOB <br />NO: <br />20-2750 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />