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—too <br />00 <br />r-� <br />F7 <br />F4 <br />1" x 4" SMOOTH <br />TEXTURED 12 <br />TRIM / BAND 5� <br />6" FASCIA <br />(TYP) <br />T.O.P. — _ — — <br />HDR HGT. <br />8'-0" RIDGE VENT <br />12 <br />zz::::�5 <br />COMPOSITION SHINGLES <br />ROOF INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />�I ICI ICI ICI ICI ICI 1"x12"SMOOTH <br />12 TEXTURED <br />25 SH 525 SH FLASHING 25 SH TRIM / BAND <br />2nd FIN. FLR. <br />----------------- ------ --- — ----------- ------------ — — <br />------------------- �00 — — — --_— — — — <br />T.O.M. _-- <br />11 F5 <br />------ <br />HDR HGT.----_—_ __ _ — <br />---- ------ N -- — — <br />DECO <br />CORBEL <br />F16 - 1" X 8" SIMULATED <br />WOOD FINISH <br />— --- — ------------------ <br />t` <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />25 SH <br />_p <br />F.FL. <br />12 <br />5� <br />1 <br />------------------- <br />4' RIDGE VENT <br />—�—�— 1--0------------------------------------ <br />F$rN <br />F5 <br />12 <br />5� <br />12' RIDGE VENT <br />1 <br />1'-21" <br />4 <br />FRONT ELEVATION - Al <br />T.O.P. <br />—A 11-011 <br />-----------------------------------------------t—T <br />HDR HGT. <br />-- <br />— — <br />-----+--— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----+— <br />r <br />00 <br />— — 2nd FIN. FLR. <br />T.O.M. <br />HDR HGT. <br />N <br />F.FL. <br />SCALE: 1 /4"=1'-0" <br />LEFT ELEVATION - Al <br />: 1 /4"=1' <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 11150 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 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 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) 186.25 = Amount of O'Hagin Vents Needed <br />La <br />0 LO <br />7, Cl) <br />13 <br />(o <br />z� <br />Q <br />O <br />CL <br />V) U' <br />Q) <br />4-J Lu <br />Lu <br />O <br />Vi <br />F- <br />0 <br />t— <br />\/00 <br />0 N <br />m n <br />U <br />LL <br />H p <br />rn `N�' M <br />c m co <br />N -O M <br />O O N <br />8 <br />ED <br />UC <br />LL CO <br />7 -00 <br />ao <br />YLO <br />SCD <br />O er <br />O Q O <br />A ' <br />B D® <br />N C B D C <br />r <br />/r <br />t`iag�^• r <br />,"� N <br />N <br />�0.������` Cam• <br />o <br />Fit •� <br />J <br />J/ <br />Lu <br />0 <br />le <br />i C�9 IrV !'" <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 cV <br />O N t\ <br />>(/)MO <br />M <br />Q (r) Ul <br />11 tn•L� <br />in <br />0 <br />a) Ln <br />V Q, <br />0 0 <br />Q E � <br />3: <br />z f13 <br />J � <br />W <br />J <br />Oz <br />o <br />�o <br />W <br />za <br />z� <br />as <br />VJ <br />z <br />IL <br />U YX <br />QQLffi0o <br />Q <br />z <br />zoWz <br />Lu <br />�a0u� <br />0 <br />00 <br />W <br />O W N <br />W <br />�W° <br />i <br />M <br />W <br />J <br />oN <br />}o <br />az <br />N <br />w <br />g <br />u+ / <br />U) <br />o <br />o <br />J< <br />fu <br />z <br />0 <br />WOo <br />o� <br />�h <br />T.'i <br />O <br />UO2m5 <br />LL <br />OLOL <br />W�< <br />� <br />Q <br />� <br />a <br />W <br />f �o <br />�a£o <br />Z <br />Z <br />�gWo-Z <br />J <br />T <br />LL.I <br />Q <br />z <br />WOWQ <br />a�z <br />l-1 <br />Z <br />Z <br />aZ <br />Z <br />o <br />o <br />r�l� <br />g <br />LLJ <br />a <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FGUZMAN <br />VERSION NO. 10 <br />SHEET NO. <br />3.1 <br />