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12 <br />5� <br />3 TAB SHINGLES. ROOF <br />_ <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />----1-0 <br />SMOOTH <br />— <br />— <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />TEXTURED <br />HEAD /BAND <br />III�III <br />E�DEIEEIEI�1LJI <br />E 117 1 E FF-71 � D � E: I F171 <br />-------- <br />--- <br />FE <br />F-71 <br />--- <br />--- <br />12 <br />5� <br />1'-0" <br />4' RIDGE VENT <br />FRONT ELEVATION - 61 <br />SCALE: 1 /4"=1 r-0" <br />18' RIDGE VENT <br />0 <br />00 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />--------- T.O.M <br />TEXTURED —'� TEXTURED <br />CEMENTITIOUS CEMENTITIOUS 9 <br />FINISH ON C.M.U. FIN, ON C.M.U. 00 <br />(TYP.) (TYP.) <br />2" x 4" SMOOTH <br />TEXTURED <br />SILL / BAND <br />--- --- F.FL. <br />LEFT ELEVATION - B1_ <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 at or wire at 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 />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 ventilating 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 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. 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 />Y _✓ <br />ti*�'a1��#10�61I@�13Zlilt" <br />SSE <br />CO <br />4° <br />G� <br />F L O ' 4u <br />•`, <br />FIE <br />SS <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida <br />Building Code - <br />Residential 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 />N <br />W U <br />CD ItN cc rW <br />p O CN N # <br />0 <br />C A N J <br />M N n a)c0 rL <br />J * W <br />tY9 <br />.07.MM�N6 <br />� ry N LL tL <br />a <br />Z <br />to M LI ' N <br />mu� 33 1 a Lu <br />0,)C) O <br />Wm0 <br />m <br />W�a;o <br />Ig <br />.@ a^� <br />2 ECP < n � <br />Z <br />It<coZ U 0 <br />Z <br />J <br />U ❑❑❑ <br />W <br />(D <br />_ � o <br />W NNQ <br />� Q <br />N <br />N <br />M <br />m <br />0 <br />W <br />02 <br />LL <br />.O <br />LLJ r= <br />o <br />� o <br />� m <br />r_e-r c <br />r-- m <br />C) <br />o i•.,,, <br />2 <br />0 <br />Q <br />r— <br />o <br />C <br />w <br />M <br />z9 <br />o <br />Z Z <br />� <br />U_ <br />ctf E <br />Zo <br />- <br />>o <br />QS <br />E o <br />o0 <br />= <br />z® <br />w a <br />10o <br />Ca <br />f Q <br />§10 <br />X U <br />O E <br />N <br />L <br />a= <br />aQ <br />4p <br />a <br />rw <br />rt3 <br />y^� <br />m� <br />a <br />J <br />aZ <br />W <br />M <br />F <br />oa <br />ZZ <br />3Z <br />a <br />oLL <br />Z <br />=3H <br />o <br />CD <br />as <br />0 <br />}o <br />a <br />CO <br />� <br />°za <br />h <br />03 <br />.2M <br />� <br />co <br />L <br />� <br />m <br />m <br />Al <br />W <br />@ <br />./ <br />LO <br />i-1 <br />C <br />L <br />O <br />o <br />m <br />c <br />(0 <br />I� <br />1— <br />T <br />C:) <br />LO <br />Ln <br />.� <br />J N <br />00 <br />r <br />L.n <br />) Lf <br />iti <br />w Lo <br />CD r <br />M <br />o <br />E <br />Z <br />"c <br />E <br />E O <br />N <br />Z <br />m <br />c <br />c <br />a <br />E <br />U <br />a3 <br />Q p <br />JOB <br />NO: <br />20-2741 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />IT 1 1 11 1 11 11 1 11 1. 11, FJ HUI, I , i 4l L 11hiiuui 11 1 1 1 1 1 1 11 1 I� <br />