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(+1") SMOOTH <br />TEXTURED BAND <br />`L <br />72" <br />DECO. LOUVER <br />10" <br />• <br />O <br />-- 5" <br />ADD 2" WHEN <br />INSTALLED IN <br />STONE <br />2 KEYSTONE DETAI L <br />SMOOTH <br />TEXTURED <br />BAND <br />SMOOTH <br />TEXTURED <br />BAND <br />3 COLUMN DTAIL <br />;�f—f 2M "THICK <br />1/2 OF <br />WINDOW WID <br />4 DECO. SHUTTER <br />2" <br />N <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM / EPS MATERIAL IS ACCEPTED <br />� WINDOW SILL <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 />12 — — — — 12 R703.6.1 Lath. <br />Z All Lath and lath attachments shall be of corrosion -resistant <br />55� , I I materials. Attached per ASTM C 1063. <br />R703.6.2 Plaster. <br />(+1 ") 6" SMOOTH I I F22/F.1 Plastering w/ portland cement plaster shall be not Tess than three <br />TEXTURED BAND 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 />T.O.M. — Water-resisitive barriers shall be installed where cement plaster <br />---------------------- — <br />stucco is to be applied over wood -based sheathing, shall include <br />HDR HGT. — — — — — — — — — �_��� a water -resistive vapor -permeable barrier. The individual layers <br />----— — — — — — — — ---- ---_-----_—_ --------_-- —— — — — — — — — --- __ -- shall be installed independently such that each layer prD idesa <br />■ separate continuous plane and any flashing intended to drain to <br />_ the water -resistive barrier is directed between the layers. The <br />7-11 F -71 El3 barriers shall consist of one of the following. <br />D FE1. Two layers of an approved water resistant barrier material in <br />o accordance with R703.2. <br />ap ap El EJZ R One layer of an approved water -resistive barrier (paperbacked <br />o stucco lath) over an approved synthetic house wrap. <br />L11 EIF] 7©07E E <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 />F.FL. 35 SH — _ — — — cavity or penetration of water to the building structural framing <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — DD[�JEJ <br />— — — components. Flashing shall be installed at the following locations. <br />• Exterior window/door openings. <br />• Intersection of chimneys or other masonry contractions with <br />5 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 />FRONT ELEVATION B but no more than 50% of the required ventilation is provided in the upper portion o <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 comice vents. <br />CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** <br />SCALE: 1 /4"-1'-O" <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 />*If not enough vented soffit is provided due to fire protection, the contractor shall use the <br />following approved vents: <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)19 = 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'Hagln Vents Needed <br />24'-0" RIDGE VENT <br />12 <br />5� <br />--------------------------------------------- <br />2,_Q„ TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) NIIISI <br />— _ T.O.M. <br />HDR HGT. <br />-------------- 25SH ------------25SH------- <br />— — — _ F. FL. <br />---------------------------------------------------------------------------------- <br />ME <br />z. <br />LEFT ELEVATION - B <br />: 1/4"=1' <br />0!� <br />Z o <br />o <br />z <br />z <br />�t <br />J <br />� <br />n�' <br />� cn <br />w <br />U — <br />O f U <br />rV <br />�- <br />o <br />kM <br />V) F - <br />0 <br />1 V <br />CU <br />Co <br />a) m <br />W <br />!— 8 <br />C) k0 M <br />O `m . co) <br />o N <br />U117111 <br />Nao <br />a) <br />Q0 <br />Vav <br />0) Q o <br />A, <br />N.0 H_DC <br />S <br />LC) CCY <br />Q V� u_ <br />I) <br />' <br />� <br />O I {e. <br />o•o�Q ��.) <br />< ^ <br />T E S 5 <br />LL k� C" - <br />A m <br />X c <br />•� <br />W N ftlliltlt� <br />f� <br />d <br />U <br />LLI <br />V m 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 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 />1f <br />0 <br />0 <br />Z tti <br />N <br />0 <br />ate.+ <br />E>—r M O <br />M <br />Q (n Ln <br />z <br />0 <br />Q U_e-- <br />CL <br />I-' . M <br />'0 <br />fY U 00 <br />z < <br />E <br />Z <br />WJ C:) <br />,z <br />o <br />zd <br />a� <br />f � <br />z <br />O <br />PEUS <br />U <br />zE- w w <br />� z Z <br />T <br />f <br />LIJ <br />oKEW <br />ElC7 N <br />W <br />R o <br />LU <br />oZ <br />Z <br />a o <br />W <br />3 <br />3 <br />z <br />(Q <br />J <br />U <br />(n <br />Q <br />W 1 <br />a <br />Oagg�j0 <br />J <br />,t..,... <br />wo <br />LL <br />op a <br />r�ry,��o� <br />W K Z <br />°C <br />d' <br />Q <br />LU <br />zo <br />ce <br />Z4 <br />Z <br />W <br />N <br />L.r) <br />go <br />� � ce <br />_I <br />a <br />0zU <br />�he< <br />Z <br />�-i <br />z <br />a�z <br />kn " Z <br />0 <br />� <br />� z <br />rn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. 10 <br />O <br />SHEET NO. <br />3.1 <br />