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—L I Y 1 - I I I I I I I I I ' r I 1. 11 '! 11 1_ I r I 1 11 1 1 t 1 11 _ I _I I �111�'rl, . ,. <br />C <br />a <br />12 <br />5� <br />12 <br />5 <br />- <br />_T.O.M. , <br />1I-0" —— — — — — — — — — — — — — — — — — HDRHGT. <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />TEXTURED o <br />CEMENTICIOUS - ' <br />FINISH ON C.M.U. o0 00 <br />(TYP.) <br />25 SH 25 SH <br />5068 SGD F.FL. <br />;.ate-r� — <br />_._- >�"- �'�. <br />.. -•j �a _ ._ice <br />L� _ �� 1 6 <br />.- r _ <br />�= <br />r - �� — <br />12 <br />T.O.M. <br />- <br />-- <br />- — - - <br />bo <br />HDR HGT. --- - <br />1'-011 <br />F. FL. <br />---------------------------- <br />2'-6" <br />TEXTURED <br />0EMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />----------------------------------------------- <br />35 SH <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />- <br />10 <br />- - <br />21-011 <br />r <br />REAR ELEVATION - B1 <br />RIGHT ELEVATION - B1_ <br />General Notes <br />ROOF CRITERIA: <br />0 12" OVERHANG U.N.O. <br />0 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 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. 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 = Linear Ft. of Deck -Air Needed) <br />• O'HAGIN (Tile Roof) - 86.25 SO. 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 />z MIR_ o <br />z�z <br />a <br />V) U <br />� w <br />0 c <br />C/i <br />T <br />e <br />r- <br />i� U <br />O <br />d� o <br />LU <br />E <br />e iv oo <br />g.;ati�€ 4 — U <br />O M <br />ITU C N <br />O <br />C:) <br />p <br />U� <br />' lL OMO <br />NaC) <br />-heV7 <br />¢ rn <br />2. Q <br />0 ¢ d <br />B D <br />N <br />N <br />y�-' <br />•O. C> <br />C1 �C', <br />01�-ri' ap; <br />r <br />`b� <br />b1LJ <br />ZE <br />To the best of the E n d n e, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 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 />Z17�4 <br />f\ <br />0 <br />.cu <br />O <br />� M O <br />M <br />a U-) In <br />a in•�� <br />a ° LL <br />z <br />v CL 00 <br />E �.s <br />§ <br />W <br />Ira <br />Z <br />J <br />d' <br />J <br />W <br />zd <br />f <br />z <br />w Q it a <br />Iz <br />_0 <br />�7U <br />W W QKQ <br />p�p z Z <br />�OZW <br />d f pJ <br />0� g <br />Uo. <br />ouO <br />J <br />w <br />z O <br />W <br />Q {[yU�I <br />�¢ <br />� <br />� <br />n3 <br />f <br />z <br />Co <br />O <br />Q <br />z <br />Q <br />� Ne <br />tG <br />W <br />CD <br />M <br />Wo85 <br />URC82 <br />N <br />Z<RCC , <br />t aa¢ <br />Z <br />wN <br />N <br />u <br />E <br />a <br />J <br />U-) <br />Ijj <br />Q <br />2: <br />Z <br />V~ZU <br />z <br />Ln <br />O <br />Z <br />Z <br />= <br />z <br />c000 <br />O <br />g <br />= <br />a9 <br />,--1 <br />a <br />cn <br />f <br />SCALE : AS NOTED <br />DATE : 12/28/2017 <br />TECH: ERAND <br />VERSION NO- 10 <br />SHEET NO. <br />3.2 <br />