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ao <br />C <br />a <br />TOM - -- <br />12 <br />5[:::T,, <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED - <br />ON DOOR <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF <br />—�� SPECIFICATIONS <br />------------ <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />REAR ELEVATION - Al <br />SCALE: 1 /4"=V-0" <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />15'-0" RIDGE VENT <br />14'-0" RIDGE VENT <br />T.O.M. - --,-_,---- T--,--,._��--�-----�-T- -- -------�-- ----------- —- T---- ,- ___ ----- - - - <br />-- --- --= - ------ - _ _ --- --- -- - - - - - - - - _ - - - - -- - - - - - - - - - <br />HDR HGT. <br />- — -q— — — — — — — — — — — — — — — — <br />1'-0 <br />TEXTURED " <br />TEXTURED <br />CEMENTICIOUS CEMENTICIOUS <br />FINISH ON C.M.U. FINISH ON C.M.U. 2'-0" <br />(TYP.) (TYP.) <br />F.FL. <br />RIGHT ELEVATION <br />- Al <br />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 />e 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 11300 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. FL 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 />(DL9 <br />Z M <br />0 <br />z� <br />d <br />a. <br />L/) 0 <br />v) <br />a--�LLJ <br />'U — <br />OW <br />N <br />E <br />o <br />II^^ <br />CO <br />I® <br />Od m <br />U <br />UaiJ <br />N M <br />m coF® <br />E <br />- ° <br />T .c N <br />O o 0 <br />a) <br />III <br />:3 <br />OYti <br />i�I a) <br />a) <br />1Y <br />O <br />Q co <br />rn Q o <br />1 <br />N.C-B-DC <br />13 <br />D. <br />C, C14 <br />(10 <br />04 <br />r <br />�.� c�' <br />ma �; <br />U.J. <br />m <br />-p atn W 3 4 <br />m q Q�� <br />OLL <br />N °"� ° F - <br />� <br />w <br />W a Lr <br />^, <br />!t�!lili�l��1 <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 />0 (U <br />r--I a_+ O <br />a> -I U) M O <br />Q U7 - <br />2 � 0 <br />rl-. <br />LL <br />Q � <br />U Q <br />00, <br />z <br />< <br />Z E <br />fa <br />LU O <br />W Jl0 <br />d" <br />J <br />O z <br />x O <br />w� <br />z Qa <br /><a <br />~ <br />Cf) <br />Z <br />Qua <br />z o p <br />o <br />U <br />W <br />ZF W <br />I— <br />Q <br />z <br />2 ,n W z <br />�0�Lq <br />1 ' <br />W <br />S W N <br />W <br />mzo <br />L <br />W <br />> O <br />v' <br />Lu <br />z z <br />C: <br />M <br />u) <br />-0 <br />0 <br />0 <br />o <br />'CS <br />Z <br />< <br />= <br />(u <br />r <br />Q <br />OW <br />W O z <br />~Yt72¢¢ <br />` <br />0 <br />°-I a <br />W <br />X UO U <br />�rF. <br />� <br />UiY ma <br />a cj� a <br />o¢oa <br />w, za <br />H � W <br />Z <br />LU <br />r~-i <br />Lr) <br />WDEo <br />Q o z <br />J <br />T.{ <br />W <br />Q <br />LLJ <br />z <br />o i-o <br />0 z U <br />0 Wse <br />~z <br />Z <br />W <br />(n <br />¢Z <br />O <br />_ <br />r <br />la - <br />SCALE: AS NOTED <br />DATE ; 2/24/2014 <br />TECH: ERAND <br />VERSION NO- 10 <br />O <br />SHEET NO. <br />3.2 <br />