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3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS _ <br />--------------------- <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />5 <br />12 <br />5� <br />GE VENTT4' OFFRIDGE <br />— CEXT€NDE-D------ <br />OVERHANG TO BE <br />-- ------------- <br />CENTERED ON DOOR <br />4' RIDGE VENT <br />12 <br />_7�5 <br />— ----- T.O.M. <br />�— ------ HDR <br />-----------------------------------I— F.FL. <br />18' RIDGE VENT <br />REAR ELEVATION - B1. <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 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 SO. IN, OF NET FREE AREA / SO. FT. <br />�00 <br />R��L <br />CD <br />zM <br />0 <br />_(0 <br />z� <br />z <br />a <br />z <br />cn 0 <br />w <br />V — <br />O W <br />� <br />o <br />r— <br />V(13U <br />LO C"!LL1 <br />a) (h <br />M CO <br />— U <br />m-0 co_ O o N <br />C% <br />cl:� Y <br />5 u- aco <br />O Co f` <br />Q le <br />n <br />M a ci <br />B D® <br />NYC <br />V <br />N N <br />rn co �o <br />O M V1 N <br />00 O N <br />Z W M�gz w z <br />W <br />LU N <br />o a <br />� <br />Z 0 C' <br />� o ¢ O <br />o <br />m <br />I R f <br />LL <br />N ra G� <br />W a N¢�r V4 A <br />O j U O <br />WWW.FDSENMCI <br />OW <br />NN` �3 ••• •,eo <br />Q' i <br />F \ <br />`7'rff1iQ346iS`•.a4 <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 />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oz <br />0 <br />wo <br />za <br />f a <br />z <br />w ¢ Cr <br />O�z00 <br />Zoaa <br />_UZ <br />�awz <br />Q <br />yi a g w <br />OCe2O o <br />w <br />V w Fi O <br />Co <br />J <br />Lu <br />O cn <br />L <br />w <br />z z <br />QO <br />>/ <br />`J <br />LU <br />f z <br />LL <br />Q <br />a <br />~ 3 <br />G <br />W <br />-0 <br />_ / <br />C) <br />G <br />V <br />Ln <br />z <br />w <br />U <br />_ <br />,­11 <br />¢ <br />.9 <br />00o <br />0 <br />Q <br />¢Y8 <br />J <br />LU <br />0ma <br />U Q <br />N <br />z<Z< <br />¢Za <br />a <br />d- <br />o�� <br />Z <br />rn <br />so�o <br />Z <br />W <br />L0 <br />di0 <br />a <br />g~Qa <br />i- <br />Q <br />I- <br />1,0 <br />Z <br />�Zo <br />ao <br />co <br />Z <br />= <br />2 <br />a Lu <br />� <br />SCALE : AS NOTED <br />DATE : 08/08/2019 <br />TECH: FM <br />VERSION NO. 3ol <br />SHEET NO. <br />3.2 <br />1 _T F �> _r i <br />