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C14 <br />M111" <br />C? <br />BO <br />T.O.P. <br />HDR HGT . . . . . . . . <br />2nd FIN. <br />FLR. <br />T.O.M. <br />HDR HGT. <br />F.FL. <br />12 <br />5[�:�, <br />12 <br />Z�Z�5 <br />T.O.P. <br />HDR HGT. <br />----------- --------------------- t -------------------- ------------------ L --------- <br />00 <br />J 2nd FIN. <br />- - - - - - - - �CJ / WEEP - - - - - - - - - - - J / WEEP FLR. ml`t <br />T.O.M. <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />I - - i � - 5F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- HDR HGT. <br />------------------ <br />\_ TEXTURED — <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />tTYP ) lu \ <br />F.FL. <br />REAR ELEVATION — B1 <br />SCALE: 1/4"=V-0" <br />12 <br />LEFT ELEVATION — B1 <br />SCALE: 1/4"=V-101" <br />General Notes <br />ROOF CRITERIA: <br />0 12" OVERHANG U.N.O. <br />0 PLUMB CUT FASCIA ROOF <br />0 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/ 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 />R703.6.3 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 />R703.8 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 SQ. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RI DGE VENTS 138 SQ. 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 SQ. 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 Roop - 9 SQ. IN. OF NET FREE AREA / FT. <br />Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Unear Ft. of Deck -Air Needed) <br />• O'HAGIN Mi e R000 - 86.25 SO. X OF NET FREE AREA / VENT <br />I -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed <br />LO <br />< <br />13 <br />I <br />C7- <br />L <br />Ln 0 <br />z <br />Q) C—f) <br />4-J LU <br />0 <br />U <br />0 <br />E <br />0) 0:� <br />V ZD <br />0 <br />2 M <br />00 <br />0 <br />CO r­ <br />cN <br />a) Cl) <br />LU <br />E <br />0) ce) <br />C - "' <br />2 M co <br />0 C14 <br />(D <br />C) <br />0 <br />LL co <br />:3 - co <br />0 M <br />32 iZ, <br />CD <br />_4 <br />< 0 <br />65 CL 0 <br />Lo 0 V <br />CL <br />6 <br />N-C-B-D C <br />\M <br />vwv <br />- <br />V ....... <br />04 <br />C� <br />2:1 U1 <br />0 <br />M <br />J <br />\01 <br />Z <br />UM <br />W <br />LL, X Mh1141%0V <br />S <br />< 0 <br />FJ El <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 sea[ is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />C:) <br />C:) <br />0 <br />1­4 4-J C:) <br />0 Z <br />V) 1 =_3 <br />> J) <br />4-J <br />U-) (0 Ln <br />0 V- <br />CL (n <br />z <br />C: <br />(A ON <br />a) — Ln <br />LL <br />fa <br />Q� U CL OC) <br />z <br />< <br />E <br />z fa <br />LU <br />_J C:) <br />W 1.0 <br />0z <br />Z. <br />U) <br />:z <br />0 <br />0 <br />z 8 <br />9- 0 <br />c".X <br />Z. <br />lz� <br />UZ <br />" �J z <br />00 <br />< <br />Lu <br />�Uz- <br />LIJ <br />Q LLI @ <br />_J <br />LL, <br />tH <br />Z Z <br />-,,B <br />> <br />_J <br />LU <br />z z <br />z <br />z <br />U <br />5 <br />V) <br />_0 <br />C/) <br />0 <br />Lr) <br />U <br />< <br />U.J <br />X <br />H <br />0z <br />< he <br />0- 11 <br />x <br />uJo-in <br />r-4 <br />0<0< <br />z _� <br />cz, <- <br />< <br />Li Ce <br />2: 0 <br />2 g - <br />z <br />z <br />LU <br />Lr) <br />di <br />0 <br />z <br />C) <br />,11- <br />< <br />z <br />LU z <br />Lr) <br />Z <br />Z <br />t— <br />U <br />C� <br />�% <br />z <br />0 <br />LU <br />L211 <br />z <br />LLJ <br />V) <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MJAMES <br />VERSION NO' 10 <br />SHEET NO. <br />3.2 <br />, 1 J 1111 ,, wilm 1, 111 1 WA , & 11 -1 r 61110 1 111, 1 <br />