Laserfiche WebLink
COMPOSITION SHINGLES <br />ROOF INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />12 <br />5� <br />8'-0" RIDGE VENT <br />2 <br />- 1" x 4" SMOOTH <br />12 TEXTURED <br />I I 5 TRIM / BAND <br />I I � <br />I 6" FASCIA <br />T.O.P. <br />HDR HGT. <br />04 <br />r <br />ti <br />• � L�II i, i it �� 1: �J�I � lIJ 1. III i, , ILwJ <br />., <br />• •• ! <br />• • <br />V ■ ��- ■� <br />i IN • • <br />•�! <br />IN--------------------- <br />I'I I'I • <br />I� <br />-Iw <br />co <br />FRONT ELEVATION - Al <br />SCALE: 1 /4"= V-0" <br />12' RIDGE VENT <br />T.O.P. <br />— HDR HGT. <br />N <br />N <br />1 1'-$" a. <br />1 GABLE END VENT <br />SCALE: 3/4"=1'-0" <br />2nd FIN. FLR. <br />MIS <br />T.O.M. <br />HDR HGT. <br />-10 <br />F.FL, <br />LEFT 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 />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 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />Q <br />0 <br />z N g <br />c, <br />z <br />z o <br />IR <br />10 <br />J M <br />d <br />N <br />z Ln a <br />c <br />o <br />CQ w g <br />•Ln <br />Lu Lv E <br />= o <br />YLno <br />Y <br />p <br />(0 <br />U m <br />w � <br />F— m E <br />— o gRig <br />h•..,. <br />y! <br />U o 93 <br />c rn w <br />¢ <br />® 0 <br />N �D <br />� N <br />Z LU w z° <br />7 ;F W <br />d <br />QLU <br />Y <br />(0 <br />�1,1Z� �R CtF E <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 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal, <br />r_ <br />o <br />MZ <br />J <br />o <br />w <br />W <br />E <br />E U <br />¢ <br />zo <br />oo <br />w= <br />» <br /><� <br />Z® <br />o0 <br />H (O <br />CL <br />o <br />o¢ <br />wo <br />�� <br />ow <br />O (p <br />N <br />L <br />woo <br />Q <br />w Z <br />w� <br />w <br />-5 @ <br />C <br />❑ <br />z <br />y <br />U <br />N <br />o <br />m 0 <br />8 w <br />Z <br />J <br />m <br />a b <br />Q W <br />z <br />() <br />3 <br />o�d <br />ao <br />w <br />o <br />O <br />�h <br />�j <br />za <br />' <br />a <br />? <br />2O <br />0 <br />co <br />L <br />N <br />•� <br />T <br />O <br />.-. <br />O <br />CN <br />I..L <br />o <br />oo <br />N <br />� <br />C:) <br />O� <br />N 0 <br />• <br />T <br />00 <br />It C:) <br />T <br />= N N <br />.— <br />ui <br />CD <br />T T N <br />o <br />m <br />Z <br />E O <br />co <br />c <br />FLU <br />J Q <br />J <br />JOB <br />NO: 19-5899 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.1 <br />