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1 <br />12 <br />5� <br />12 <br />Z�5 <br />- ------ T.O.P. <br />HDR HGT. <br />2nd FIN. <br />CJ / WEEP 12 OJ / WEEP FLR. <br />--— — — — — — — — — — — — — — — — T.O.M. <br />----------------------- S ---------------------- <br />----------------- HDRHG <br />\_ <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />-------------- ------ ---------- — --- — — <br />ROOF TO BE <br />CENTERED ON <br />DOOR <br />REAR ELEVATION - B1 <br />SCALE: 1 /4"=1 r-0" <br />T.O.P. <br />HDR HGT. <br />-ICO <br />r- - <br />N <br />ti <br />2nd FIN <br />FLR. <br />T.O.M.------- <br />HDR HGT. <br />00 <br />00 <br />F.FL. <br />12 <br />------------------------ F.FL. <br />LEFT ELEVATION - B1 <br />SCALE: 1 /4"=1 r-0(' <br />M <br />4 <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 11300 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 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA I SQ. FT. <br />• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. <br />(S% 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) 19 = Linear Ft. of Deck -Air Needed) <br />• O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT <br />"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed <br />(D�2 <br />Z M <br />0 <br />01 <br />z� <br />Q <br />a <br />t/) (D <br />� cn <br />w <br />� p <br />0 LU <br />E <br />0 <br />o 0 <br />W <br />mink I— o <br />m (6 M <br />N <br />— U <br />t=t ♦ <br />O O <br />_ <br />_I_- V- co <br />oo <br />a / co <br />O <br />a 9 <br />Y <br />�C rn <br />((7 O c} <br />rnQ o <br />C2 <br />oti�161111111 <br />N <br />CO co <br />0 <br />z:i: o <br />o <br />�LLjr "' <br />,.. <br />LINJJ <br />O° Z' <br />c, a <br />� Z <br />w <br />U <br />C� <br />." <br />To the best of E eer owl d in(p�lnatiod„ and:• <br />belief, the struct l plans and sdEtificetibris coQ Mbedle <br />within these dra co yyt�L the Ida fit: <br />Building Code - Rest11 6 `PcXti�. 'ihee_ <br />signature and seal is on r e structural r� ering <br />the drawing <br />portions of pages-fr{�(��er's signature <br />and seal. <br />O <br />O <br />Z N <br />0 a� <br />1-44-'O <br />i> -+HMO <br />M <br />„ <br />Q <br />CL M <br />Q <br />u <br />ca <br />z <br />W <br />110 <br />J <br />�Z <br />z a <br />f c <br />F <br />z <br />u On <br />O <br />ooU6 <br />zw Q <br />C) Z Z <br />'Q <br />�ooLo <br />W <br />mho <br />_J <br />W <br />ou) <br />zz <br />ro <br />`• <br />_J <br />W <br />Fz <br />Gr <br />g� <br />z <br />to <br />U <br />U) <br />cc <br />G <br />0 <br />' `/�' <br />_ / <br />` <br />non <br />Z <br />U <br />Un <br />N <br />Q <br />oz <br />� I- o <br />I- % <br />0 <br />1/-'�1�--1 <br />GYP <br />x � S <br />CL IL <br />N <br />g<0< <br />Q <br />WLza <br />�¢Q <br />Z <br />gPZ0 <br />W��o <br />Zw <br />r,4 <br />tJJ <br />Q <br />Z <br />z o <br />�~ <br />°d ce <br />d' <br />Ln <br />Z <br />a <br />(N Z <br />m <br />� <br />0 <br />_ <br />�Z <br />SCALE : AS NOTED <br />DATE : 1 /5/2018 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />SHEET NO. <br />3.2 <br />