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(+1") SMOOTH <br />TEXTURED BAND <br />6'ry <br />7 <br />( ) DECO. LOUVER <br />101 <br />F0 <br />T <br />HEN <br />INSTALLED IN <br />STONE <br />KEYSTONE DETAIL <br />G <br />SMOOTH <br />TEXTURED <br />BAND <br />SMOOTH <br />TEXTURED <br />BAND <br />COLUMN DTAIL <br />J <br />1-1/M K J_t <br />Al <br />1/2 OF <br />INDOW WID <br />32' <br />(: ) DECO. SHUTTER <br />(N <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM / EPS MATERIAL IS ACCEPTED <br />5 WINDOW SILL <br />(+1") 6" SMOOTH <br />TEXTURED BAND <br />T.O.M. — — <br />HDR HGT_ — — — <br />F.FL. <br />12 <br />5� <br />r-t-----------------------------------------------------— — — — — — — — — <br />2,_Q„ TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />25 SH 25 SH <br />24'-0" RIDGE VENT <br />FRONT ELEVATION - B1 <br />T.O.M. <br />---------------------------------------- HDR HGT. <br />F.FL. <br />SCALE: 1 /4"=1'-0" <br />LEFT ELEVATION - B1 <br />11 =A, <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 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 SQ. 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 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 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 />0r <br />z M <br />o <br />_ <br />z0 <br />z <br />Q <br />J <br />Iz <br />co z <br />O <br />W cn <br />� p <br />'U — <br />w <br />O <br />�ru I— <br />o <br />o0 <br />ru U <br />m <br />w <br />U <br />0M M <br />c f6 M <br />rfaM <br />O 0 <br />U N <br />O <br />t LL CD <br />3 <br />oY- <br />af Y <br />o❑. O <br />LO %r <br />'S m <br />rn Q o <br />Al <br />!<, <br />TN�C�B�D�C <br />w,BD® <br />AI' c; ^ <br />ZA UA <br />W <br />O NS5 <br />rq-�f <br />�a rn � t' § <br />•LV <br />y <br />w <br />m Ess . c,ti <br />. <br />_ <br />W ¢ <br />C', <br />o <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 eV <br />O N N <br />E- 4 a..+ O <br />U-) M O <br />M <br />Q U-) L0 <br />Q U_ <br />!Z M <br />V o- OC) <br />Q <br />E <br />fp <br />z <br />WJ C:) <br />oZ <br />o <br />Za <br />f <br />r <br />U) <br />z <br />Way r <br />ooU0 <br />zUZ <br />00 <br />W !j N <br />W <br />J <br />�W0 <br />oN <br />Zo <br />> <br />W <br />� z <br />LL <br />LU <br />z <br />a <br />Z <br />Q <br />U) <br />0 <br />C)❑ <br />V <br />= <br />z <br />Q <br />�a <br />LiJ� <br />F <br />01 <br />x <br />U�fa� <br />1 ` <br />V— <br />w`L` za <br />Q <br />Z <br />o❑2:11 <br />WCe <br />�,P <br />Z <br />W <br />w <br />a <br />W <br />�QC5 <br />J <br />1� <br />a <br />Q <br />z <br />Z OV <br />U, <br />z <br />N <br />z <br />Z <br />a< <br />5 z <br />0 <br />g <br />W <br />;o <br />¢ uJ <br />�, <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />O <br />SHEET NO. <br />3.1 <br />