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COMPOSITION SHINGLES <br />ROOF INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />1'-0" <br />nF1 <br />12 <br />5F� <br />�F7 <br />8'-0" RIDGE VENT <br />1" x 12" SMOOTH U1 <br />TEXTURED 25SH 25SH 12 <br />TRIM / BAND FLASHING f15- <br />1 X 8" SIMULA IN <br />TED <br />eel <br />F11 <br />F4 <br />1" x 4" SMOOTH <br />12 TEXTURED <br />�5 TRIM / BAND <br />6" FASCIA <br />(TYP) <br />T.O.P. <br />HDR HGT.sk <br />RICO <br />r <br />co <br />12' RIDGE VENT <br />FRONT ELEVATION - Al <br />T.O.P. <br />HDR HGT. <br />CV <br />ti <br />2nd FIN. FLR.. <br />_ T.O.M. <br />_ HDR HGT. <br />_ F.FL. <br />�100 <br />00 <br />N• <br />LEFT 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 -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 SO. 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 / SO. FT, <br />C9 <br />Z M <br />O <br />—CD <br />Z nJ <br />z� <br />J <br />a <br />U, z <br />u <br />v w <br />0 W <br />E' <br />o <br />i� U <br />oc') <br />m N <br />W <br />pG <br />UQI <br />N cM <br />cu 0 M <br />= <br />O O N <br />sU.co <br />U <br />o <br />o-o <br />rn Q o <br />A 1 <br />B D• <br />N C B D C <br />,��.-aso <br />N O <br />M� <br />U.X LU N <br />Z W <br />R' a <br />do rsj w <br />W Q ��. a <br />Q UJ mo o s <br />v1n4 � <br />Zt9E@ttt <br />URV. <br />as D O �O <br />•� <br />D O <br />t�=§§.. <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />L <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Z <br />wo <br />of <br />f <br />W <br />z <br />Wacae:OR <br />v Z 00 <br />z <br />O <br />w w X <br />�Owz <br />a-w <br />w <br />OL�o <br />LL N <br />UFLO <br />W <br />L <br />QZ Z <br />i z <br />/ <br />iW <br />Q <br />z <br />F <br />Q <br />0 <br />a <br />J W <br />U <br />vM <br />64 <br />< <br />O O oZ <br /><sGGr <br />T8,1 <br />z <br />se-zo <br />WmO Up1 <br />0 Q- <br />N <br /><< <br />Q <br />^ <br />�� <br />o-0 <br />Z <br />Z <br />2 <br />Q W LL <br />= <br />J <br />T'I <br />F Z. <br />$�< <br />00 <br />Q <br />z <br />taz <br />z <br />t <br />ZS <br />N <br />/•�/� <br />�./.% <br />Z <br />T <br />2 <br />�o <br />J U5 <br />Q uj <br />� <br />•—I <br />a <br />cn <br />n <br />SCALE : AS NOTED <br />DATE : 10/29/2018 <br />TECH: MJAM ES <br />VERSION NO' 10 <br />SHEET NO. <br />3.1 <br />a ml t aef n r3w ln.ua. I i 11 1 �� <br />_ <br />1 _,: <br />