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1 " x 4" SMOOTH <br />TEXTURED <br />TRIM / BAND <br />1 " x 12" SMOOTH <br />TEXTURED <br />TRIM / BAND <br />F1 <br />1 <br />12 <br />5 [:::� <br />------------------- <br />25 SH <br />-- ----- -------------------------------- <br />F-20- <br />--------------------------- �_� - - - -1 ------- <br />3 <br />J <br />12 <br />Z��5 <br />---------- ------- <br />HDR HGT. <br />2nd FIN. <br />FLR. <br />T.O.M. <br />HDR HGT. <br />F.FL. <br />I ell, <br />FRONT ELEVATION - B1 <br />SCALE: 1/4"=V-0" <br />RIGHT ELEVATION - 131 <br />SCALE: 1/4"=V-0" <br />M <br />0 <br />T.O.P. <br />HDR HGT. <br />2nd FIN. <br />FLR. <br />T.O�M. <br />HDR HG <br />F.FL. <br />00 <br />1.4 <br />General Notes <br />ROOF CRITERIA: <br />0 12" OVERHANG U.N.O. <br />a 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 ASTIM 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-ressitive 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 />e RIDGE VENTS 15 SQ. IN. OF NET FREE AREA I LINEAR FT. <br />* OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />* SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA/ SQ. FT. <br />a O'HAGIN WEATHERMASTER (Shingle Roo� - 72 SO. IN. OF NET FREE AREAt FT. <br />(Sq. Ft. Soffit Needed) x 7 = (Sq. In, Needed) / 72 = Amount of O'Hagin Vents Needed <br />a 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 />e O'HAGIN (Tile Roo� - 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 />a <br />0!� <br />co <br />0 <br />—0 <br />(nul) z <br />0 <br />Q) C-0 <br />4—J LU <br />0 Lu <br />L/) <br />1-2 <br />E <br />0 <br />co <br />Ln <br />C) <br />cm,4 <br />E <br />8 <br />C W ce) <br />0 <br />Rio a) <br />C) to <br />C:) <br />= LL CC) <br />'5 !� <br />:0 -4 r-- <br />(1) <br />a) <br />-�e <br />< 00) <br />U5 - <br />a 8 <br />Lo 0 q <br /><CL <br />N - C B - D - C <br />T9 <br />/111,1, T111" <br />Z//z <br />8D. <br />........ <br />IS E <br />0 <br />C.0 <br />Co. C"N <br />0. <br />C, <br />2N 0 <br />1W 4W K.5E <br />U� <br />10 M <br />'lu -0 0 <br />gt� <br />UJ <br />0 ...... <br />LLz E <br />W <br />uI11%, <br />0 <br />< <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 Sth 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 />C:) <br />C:) <br />f Z r4 <br />0 a) r-, <br />4-J C:) <br />, =_3 tD <br />C:) <br />> U-) ro <br />M C) <br />U-) 1170 LI) <br />0 <br />(1) Ln <br />L_ LL <br />CL e-s <br />, rt) <br />fu <br />ce U a_ r_1 <br />00 <br />z <br />< <br />z E <br />z <br />Lu C:) <br />_J C:) <br />W ;�o <br />0, <br />z <br />U) <br />Z <br />< <br />UZ80 <br />0 <br />z U=, zz <br />!E <br />< <br />0 U.4 Z <br />U C) - Lu <br />0� z: _J <br />a- a Lo <br />00 <br />�> <br />:� <br />U Lu 04 <br />LU <br />LU <br />z <br />> <br />_J <br />LU <br />z <br />Lr) <br />14 <br />-0 <br />U5 <br />Lal <br />0 <br />0 <br />Lr) <br />0 <br />z <br />< <br />LU <br />0 <br />F-- <br />Z <br />H. <br />9 <br />r,4 <br />0 <br />LU 0 _J <br />on <br />�yj <br />< <br />1.; 0 LLI O� <br />tL� 2: 0 <br />0 <br />z <br />Z <br />U-1 <br />di <br />_J <br />T-1 <br />Lij <br />c) <br />V_ <br />< <br />< <br />z <br />LU 8 <br />z <br />kD <br />Ln <br />Z <br />z <br />tu— <br />ji <br />Z <br />0 <br />z <br />ul <br />rn <br />X <br />c' <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: WAMES <br />VERSION No' 10 <br />SHEET NO. <br />3.1 <br />F1?Rr 11,06T�r­tr, T <br />