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A. <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. —� <br />SPECIFICATIONS <br />�_� F <br />1" x 9" SMOOTH <br />TEXTURED <br />HEAD/BAND <br />12 <br />5� <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />HDR HGT. <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />5� <br />Mimi INI INININ� <br />T-0" RIDGE VENT <br />12 <br />5� <br />+3" SMOOTH <br />TEXTURED BAND <br />14'-0" RIDGE VENT <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />1" x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND <br />----- HEEL <br />1" x 4" SMOOTH <br />TEXTURED <br />HEAD/BAND o1 <br />ih <br />— T.O.M. <br />— — HDR HGT. <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. co <br />(TYP`) - <br />I <br />----�71�)-----------F.FL. <br />12 <br />;�5 <br />0 <br />00 <br />FRONT ELEVATION - B1 <br />2'-0" <br />F.FL. <br />—__] --------------------------------------------------------------------------------------------------------------------------------- 17 ----------- <br />RIGHT 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 />R703.6 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and ASTM C 1063. <br />R703.6.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.6.2 Plaster. <br />Plastering w/ portiand 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 />R703.6.3 Water-Resiaitive Barriers. <br />Water-resisitive 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 (paperbacked <br />stucco lath) over an approved synthetic house wrap. <br />R703.8 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 contructions 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 5th Edition <br />(2014) 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 SO. IN. OF NET FREE AREA / SQ. FT. <br />• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT. <br />(Sq. Ft Soffit Needed) x 7 - (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. <br />"Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) / 9 - 'near Ft. of Deck -Air Needed) <br />• O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT <br />"Formula: (Sq. Ft Soft Needed) x 7 - (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed <br />Z o <br />— o <br />Z <br />Q <br />J <br />CL <br />Z <br />V) (9 <br />(—/) <br />w <br />C) <br />U — <br />O t-" <br />if <br />o <br />v, <br />cn <br />o 0 <br />U <br />m r- <br />M <br />LU <br />aim ~ <br />Of M <br />NVi <br />O oa <br />= Qj <br />v, <br />UW <br />L_ LL CO <br />co a <br />Q 0 <br />in 0 <br />A, <br />B Do <br />NCB�DC <br />e <br />�� : +l�C:•i_ •+• <br />di1„ /mod. <br />cD 7NMin <br />N rW04 <br />••�� <br />�j ''v � cc <br />0 <br />1llliiiillll m r <br />C 9 <br />� leimx <br />cc <br />O <br />j��(� �• S5� <br />UMZ <br />m <br />N <br />W/011111t1�1 <br />o <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />0 <br />Z cV <br />0.4+� <br />I>•+��o <br />< -0 Ln <br />cn•L� <br />a <br />QON <br />L_ LL <br />d <br />OC V CL 0 i <br />Q <br />> E <br />ft3 <br />Z > <br />WJ C:) <br />2 <br />WE <br />z Qa <br />W <br />fF <br />o1 <br />Z <br />O2wzod <br />pp Z U U <br />Zz <br />O8 <br />V z <br />L <br />J <br />oZ <br />z <br />O <br />T <br />v , <br />UJ <br />Q U <br />f = <br />r-I <br />W <br />g <br />�3 <br />(U <br />M <br />O <br />1 <br />C: <br />S <br />J <br />V <br />0 , <br />O <br />.96 <br />LL <br />Q <br />��fo <br />Q <br />Z <br />Z <br />^ <br />r-� <br />Ln <br />=_2 <br />a X <br />'u,oLii 1 � <br />J <br />rl <br />W <br />� <br />Z8 <br />rl <br />Q <br />Zao <br />Ln <br />Z <br />Z <br />U <br />az <br />o <br />o <br />g <br />W <br />Qtl <br />f <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION No' 10 <br />SHEET NO. <br />3.1 <br />