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v I IT ' 11 1 11 1 I 11 1 1 1-- <br />r <br />- _..,,,NTH <br />BAND <br />DECO. LOUVER <br />10" <br />FADD2"WHEN <br />INSTALLED IN <br />STONE <br />2 KEYSTONE D ETAI L <br />SMOOTH <br />TEXTURED <br />BAND <br />SMOOTH <br />TEXTURED <br />BAND <br />3 COLUMN DTAIL <br />-IN <br />H <br />W <br />2 <br />O <br />0 <br />z <br />E <br />3z"' <br />1/2 OF <br />NDOW WID <br />4 �.S HUTTER <br />C"I <br />50 <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM / EPS MATERIAL IS ACCEPTED <br />5 WINDOW SILL <br />12 ��-----�� <br />5� I I <br />� I I <br />F1 <br />") 6" SMOOTH TEXTURED <br />( I <br />TEXTURED BAND <br />12 <br />5� <br />-- — ---------------------------------------------------- <br />01 <br />2,-O„ TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />�5 <br />24'-0" RIDGE VENT <br />FRONT ELEVATION - 131 <br />T.O.M. <br />HDR HGT. <br />25 SH 25 SH <br />------------------------------------------ [---- F.FL. <br />SCALE: 1 /4"=V-0" <br />LEFT ELEVATION - 131 <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 />R703.6 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 -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. 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) 172 = Amount of O'Hagin Vents Needed <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SO. 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 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 />0!� <br />Z o <br />— 0 <br />Z <br />Q <br />n.. <br />t/1 0 <br />w <br />� p <br />U — <br />Ow <br />L <br />~ <br />0 <br />o 0 <br />U <br />mn <br />W <br />3 <br />0M co <br />C t0 co <br />T M M <br />O o0 <br />�a�i <br />1i 00 <br />00 <br />C' Y <br />Q 0vr <br />Sao <br />LO 0 of <br />Q o <br />Al <br />B Ds <br />N`ao` <br />CN <br />N 4bo <br />Z <br />tM <br />to - <br />R <br />ss' <br />LL�rrn <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 5th 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 />0 <br />0 <br />Z tV <br />0 <br />> U- <br />M <br />Q U-) Lll <br />U_ <br />ce V C- 0M0 <br />a <br />E <br />(a <br />Z <br />J 0 <br />W <br />t�z <br />3� <br />za <br />�a <br />z O8 0 <br />z <br />ZWw� <br />z QQ <br />F D z Z <br />_ <br />Q <br />W Lu <br />uW1 <br />0 <br />UE�0 <br />L <br />w <br />J <br />0 z <br />} 0 <br />1� <br />W <br />zz <br />z <br />IE <br />ON <br />Q <br />�3 <br />O <br />TI <br />Q <br />z <br />uJ <br />U <br />= <br />Q� <br />f— <br />aU�a <br />0 <br />J Q <br />O <br />0 O U <br />al 0- <br />N <br />LJ_ <br />Z<0< <br />woj <br />uJaz3 <br />Z <br />Z <br />is-o <br />W <br />J <br />r—I <br />llJ <br />z p <br />�a <br />M <br />Z <br />W~z <br />°d� <br />� <br />Z <br />R Z <br />ca <br />0 <br />4Z <br />a <br />f <br />a <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />3.1 <br />