Laserfiche WebLink
Milt <br />A. <br />N <br />h <br />ti <br />-loo <br />CC) <br />T.O.P. —_ <br />HGT. <br />1'-011 I <br />COMPOSITION SHINGLES <br />ROOF INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />T.O.P. <br />2nd FIN. <br />T.O.M. <br />HDR <br />1'-011 <br />---------- <br />1; OIL <br />6-0" RIDGE VENT <br />8'-0" RIDGE VENT <br />12 <br />5� <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />12 — — — <br />/ <br />5 / <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />12 <br />�5 <br />\ <br />\ <br />\ <br />12 <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />------------------------------------------------------ <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON <br />DOOR TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />25 SH 1 25 SH (TYP.) 25 SH <br />12 <br />5 L,,--' <br />------------------------------------------------- <br />CJ 25 SH <br />2ndFIN. FLR.----—------------------------------------------------------- <br />T.O.M. <br />------ -------------------------------- <br />CJ / WEEP <br />HDR HGT. <br />-------------------- <br />4AI P11r1l�r \ /rA1T <br />12 <br />5 <br />------ ----------------------------T <br />1'-0"-T-T- <br />2'-011 <br />TEXTURED —Z <br />CEMENTICIOUS <br />FINISH ON C.M.U. N1 <br />(TYP.) 25 SH <br />F.FL.------------------------------------ <br />REAR ELEVATION - B1 <br />SCALE: 1 /4"=V-0" <br />RIGHT ELEVATION - 131 <br />SCALE: 1/4"=1' <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 tie 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 />Attic Ventilation <br />Attic Ventilation to be in compliance with the Florida Building Code 6th Edition <br />(2017) Residential R806. <br />The Minimum net free ventitating area shall be 1/150 of the area of the vented <br />space. The ventilating area may be reduced to 1/300 provided that at least 40% <br />but no more than 50% of the required ventilation is provided in the upper portion of <br />the space to be ventilated.Upper ventilators shall be located no more than 3 feet <br />(measured vertically) below the ridge or highest point of the space, with the <br />balance of the required ventilation provided by eave or cornice vents. <br />'CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA/ SQ. FT. <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 />••' <br />• <br />i <br />F 1-� <br />�v <br />FESSI <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineers signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />111111 <br />W <br />O 8 <br />cis co <br />Co <br />N � <br />N <br />1A <br />MNN <br />L'L LL <br />A <br />y) <br />Y co N <br />=3U <br />Ot W <br />LL� as <br />Q <br />LL <br />N M <br />> m u- 3 <br />LL <br />rL IJJ W 0 <br />C Y <br />Z0 <br />-ocn°' <br />0 W <br />it <br />W <br />O co <br />mo�fO <br />mmo <br />��0 <br />W <br />Earn <br />o a T <br />IL <br />NQMZ <br />Q O _ <br />U E— <br />0 <br />Z <br />.. <br />U ❑❑❑❑ <br />W <br />Z _ <br />� o <br />_ M <br />N <br />�t <br />o <br />X0 <br />� �- <br />1VJ, <br />`V <br />w <br />O 0-, <br />N <br />w H <br />o <br />� <br />N <br />o <br />U 0) <br />w <br />= o <br />y <br />U o <br />C U) <br />OM <br />�• <br />rn <br />m <br />CD <br />9 <br />w <br />MO <br />J <br />L.L <br />z <br />o <br />a <br />z o <br />Z <br />N <br />ce E� <br />E O <br />os <br />u? <br />z® <br />o n <br />Ica <br />CL <br />0 <br />o< <br />0° <br />ZC:)@ <br />CD <br />i <br />ao <br />ap <br />do <br />dZ <br />WE� <br />N <br />=3N <br />C <br />m0 <br />o& <br />z <br />Z <br />"� <br />< ° <br />Q W <br />z <br />v� <br />z <br />o aw <br />W <br />1z <br />w� <br />ao <br />vo <br />�_ <br />C:) <br />w <br />>° <br />CC)a <br />�t <br />za <br />�3 <br />c O <br />0 <br />M <br />^L1 <br />W <br />'> <br />N <br />00 <br />� <br />N <br />c13 <br />—I <br />O <br />o <br />m <br />E <br />� <br />r <br />00 <br />Z T <br />L0 <br />00 <br />N <br />T <br />2 Ln <br />o <br />o N <br />r <br />ai <br />CION <br />o <br />Z <br />M <br />Z <br />7 <br />E O <br />ti � <br />c <br />n <br />Eo <br />U <br />ti <br />Q p <br />c <br />� <br />JOB <br />NO: <br />19-8533 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />