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l-I00 <br />m_ <br />9■ <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. — <br />HDR HGT. _ <br />F.FL. <br />12� 1" x 9" SMOOTH <br />12 12 TEXTURED <br />51�_ — FREEZE BAND <br />T -- - ---= ---_- -- HEEL <br />3 TAB SHINGLES. ROOF - u u u u <br />INSTALLED AS PER MANUF. 12 — <br />SPECIFICATIONSffiT <br />— 5� <br />1' 0" <br />1 x 9 SMOOTH E:1 E = E==] 1:1 <br />HEAD/BAND T <br />12 <br />5� <br />i0 <br />— T.O.M. <br />HDR HGT. <br />TEXTURED <br />CEMENTICIOUS o <br />zf_FINISH ON C.M.U. o0 <br />(TYP.) CID <br />I.-M-111IM11011I — <br />I _ <br />SMOOTHME <br />TEXTURED BAND <br />T-0" RIDGE VENT <br />12 <br />5� <br />14'-0" RIDGE VENT <br />12 <br />;�E�5 <br />FRONT ELEVATION - B1 <br />SCALE: 1 /4"=V-0" <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 />R703.7 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-Resisitive 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 />R703.4 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 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 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 />cn V <br />rM <br />93 <br />—g <br />d <br />J <br />(n <br />Cz <br />V) <br />v, <br />� <br />w <br />O °U <br />E <br />t� <br />o 0 <br />`® <br />� <br />m <br />w <br />~ a <br />�M <br />C t6 Cl) <br />N <br />® U <br />dj <br />O o <br />t LL- 00 <br />tJ N•' <br />Ir ' <br />-00 <br />C> Y fz- <br />O <br />y <br />d rn <br />LO d. <br />cs> Q o <br />131DAl I <br />,r <br />ctgS 4 a <br />} {Si <br />Es ' �c <br />`79 <br />el <br />a_ a <br />- uu <br />LL.la" <br />CN <br />�o <br />To the best of the Engr knowl;a e, inform* ,and <br />belief, the structural plan. . AP a I.%Wtained <br />within these drawings comply wii`H fRL2A17' Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />z� <br />O N I\ <br />1- 4 4-' O <br />M <br />� J) O <br />M <br />Q � <br />a cn <br />Em <br />Qa) LLLn <br />CL a (^ <br />QV CL 000 <br />ca <br />z <br />W <br />J <br />� <br />0z <br />p <br />o_ <br />LU <br />Z a <br />f ~ <br />(n <br />Y <br />w Z:c <br />u z 8 0 <br />z <br />ENO <br />O <br />Z O Z Z <br />=0,WZ <br />2J <br />Q <br />otW <br />0 u- 8 <br />o <br />L— <br />W <br />J <br />F�zO <br />0 Z <br />z o <br />'a <br />N <br />\j <br />/'r <br />V' <br />W <br />z <br />�w <br />C <br />T� <br />� <br />5 <br />a <br />Z <br />M <br />0 <br />U <br />_ <br />z <br />�¢ <br />-Lu <br />oo <br />J <br />sm <br />se <br />O <br />rr <br />UKma <br />oQOQ <br />W Waa <br />uJ W<z <br />Q <br />V- <br />a <br />Z <br />oogw <br />W LL P <br />ZC,w <br />�-1 <br />In <br />a <br />LU <br />W <br /><,W� <br />Qzo <br />oaz <br />" <br />� <br /><C <br />Z <br />Z <br />aQz <br />tu—Z <br />J <br />°° <br />OLu <br />o <br />g <br />= <br />¢ z <br />,--I <br />a <br />to <br />SCALE : AS NOTED <br />DATE : 3/7/2018 <br />TECH: JMUROSKI <br />VERSION NO. <br />10 <br />SHEET NO. <br />3.1 <br />