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12 <br />5L,--_�j <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS — <br />1-01141 <br />---1�— --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — <br />,�_101 IV 1 FE7:1 D M[71ElCil� o❑ <br />HETEXTURED <br />AD/BAND❑ �'�IC��IC�CII�'i 0� <br />El 117::1i�IC�171C7F10 <br />1" x 3" SMOOTH <br />TEXTURED <br />— BAND 12"R. <br />12 <br />�5 <br />HEEL <br />--------------------- <br />12 <br />5� l J <br />- <br />-------------- �- - - - - - - - - - - <br />T.O.M. <br />_____ ----- ---- HDRHGT. <br />TEXTURED r. <br />ao <br />CEMENTICIOUS <br />FINISH ON C.M.U. to <br />=LLZM (TYP.) <br />---_F.FL. <br />1\1" x 7" SMOOTH <br />TEXTURED <br />SILL / BAND <br />,-A„ <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />NOTCH FOAM <br />DECO BRACKET <br />AS NEEDED <br />j <br />DECORATIVE BRACKET <br />C9 <br />• <br />w <br />O <br />= <br />v <br />� <br />'v <br />•v <br />1-1/2" THICK <br />v <br />NOTE: <br />• W = 1/2 OPENING DIM. <br />• INSTALL OVER STONE, <br />TYP. <br />• FIN. TO HAVE <br />TRADITIONAL LOOK & <br />SMOOTH/ SAND FINISH <br />• FOAM/ EPS MATERIAL <br />IS ACCEPTED <br />1/2 OF <br />INDOW WID <br />2 DECORATIVE SHUTTER <br />FRONT ELEVATION - A <br />SCALE: 1 /4"=V-0" <br />15'-0" RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />12 <br />5� <br />14'-0" RIDGE VENT <br />12 <br />�5 <br />T.O.M. <br />HDR HGT. <br />------------------------------------------------------ <br />6" FASCIA t 1'-0" <br />(TYP) <br />2'-0" <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />F.FL. <br />RIGHT ELEVATION - A <br />CALE: 1/4"=1'-0" <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 shelf 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 Bevis or comice vents. <br />"CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SO. 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. Sofilt Needed) x 7 - (Sq. In. Needed) 172 = Amount of O'Hagln Vella Needed <br />• LOMANCO DECK AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. <br />"Formula: (Sq. FL Soffk Needed) x 7 = (Sq. In. Needed) / 9 = Linear FL of Deck -Air Needed) <br />• O'HAGIN (rile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT <br />-Formula: (Sq. FL Soffit Needed) x 7 - (Sq. In. Needed)18625 = Amount of O'HMin Vents Needed <br />0 <br />CD !P <br />Z o <br />- o <br />ZW13 <br />Z <br />Q <br />J <br />a. <br />Z <br />0 <br />rn <br />a--� w <br />'U — <br />OLU <br />N C <br />� <br />o <br />C)1— <br />N <br />O n0 <br />m <br />W <br />— <br />W F-- E <br />a)MC2 <br />l0 '� co <br />p '0 0 <br />tLLGO <br />0 <br />(0o-o <br />acm <br />Lo v <br />Qo <br />A <br />� N <br />��``a��yti9llQtftfl/} <br />\•' <br />�`� N <br />M <br />� <br />lor <br />/*,am <br />c <br />05<� <br />•07J_0 46�_ <br />O� <br />;5�1 <br />c-77 <br />To the best of the Engine 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 N <br />O fin <br />1- 4 a-' O <br />H M O <br />a�Ln <br />.L <br />rz <br />n <br />Q U. <br />rYU Mr -I <br />a� <br />a <br />Z t� <br />WC:) <br />J � <br />w� <br />Z ag <br />Q <br />f 1- <br />C/ <br />z <br />� g!- <br />z�o <br />p <br />zz <br />OFJ <br />� S <br />1� <br />qqr <br />> <br />L1J <br />W <br />W <br />o w C'.o <br />CF)8 <br />LU <br />W <br />ZZ <br />< <br />L U <br />0 <br />M <br />Q <br />�3 <br />s <br />� <br />� <br />� <br />� <br />o <br />o <br />¢ <br />uj <br />o� <br />z <br />CD <br />O <br />r m d <br />(V <br />c <br />ii <br />ga.01 <br />LL- <br />Q J <br />i3 <br />a <br />Z <br />N <br />� W <br />01 ce <br />Z <br />fly <br />a E <br />W tr <br />M <br />Q <br />Z <br />Q <br />Z <br />�Wo <br />BIZ <br />*k <br />rn <br />r <br />Z <br />w <br />N <br />z <br /><_ <br />W <br />,--4 <br />f <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION No' 10 <br />SHEET NO. <br />3.1 <br />