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I I _ I I _ I II I I I I- — I I I I I I IL_ I I I I I I u _U <br />12 <br />5� <br />12 <br />�5 <br />T.O.M. <br />004 <br />1I-0" —------------ HDRHGT. <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />TEXTURED o <br />CEMENTICIOUS zo <br />- ' <br />FINISH ON C.M.U. °? 0 <br />0 <br />(TYP.) <br />25 SH 25 SH <br />5068 SGD F.FL. <br />12 <br />5�4'-0" RIDGE VENT <br />12 <br />5�� <br />16-0" RIDGE VENT <br />12 <br />;:�-_ 5 <br />HEEL <br />T.O.M. <br />„ ------------------- <br />2r-0— — ---- <br />op <br />HDR HGT. — <br />-------------------------- —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---------------------------------------1---0� — — -- <br />TEXTURED TEXTURED 2'-011 <br />o - CEMENTICIOUS CEMENTICIOUS Of <br />co 00 FINISH ON C.M.U. FINISH ON C.M.U. <br />Ito (TYP.) (TYP.) <br />35 SH <br />F.FL. — <br />REAR ELEVATION - Al <br />SCALE: 1 /4"=V-0" <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 />R703.7 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and ASTM C 1063. <br />R703.7.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.7.2 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 />R703.7.3 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 />R703.4 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 6th Edition <br />(2017) 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 SO. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. <br />Im <br />zC> <br />0 <br />z� <br />J <br />V) CD <br />IN <br />•U <br />— <br />w <br />~ <br />O <br />ZD <br />o 0 <br />m04 <br />U <br />w <br />a>> r $ <br />a) M <br />CMco <br />O o N <br />0 to <br />Y <br />¢ m <br />ppo <br />In G:s <br />a Q O <br />A, <br />Ncaoc <br />d - <br />. <br />B <br />D\�` <br />N <br />LL y,I <br />C '. <br />Z <br />o� < N•tf. <br />0 <br />_ <br />.:aJ <br />'''''//'Ill';,;• <br />.. i <br />o ❑ <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 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />Z� <br />0 <br />ate-+ <br />> O <br />M <br />Q L,r) 'MLn <br />a tn•�d' <br />HC LL <br />a <br />U CL 00 <br />Q <br />E00 <br />Z � <br />W <br />�� <br />J <br />OZ <br />za <br />f¢ <br />~ <br />Cif <br />z <br />Warms <br />O <br />oQgo <br />w <br />Z l i J <br />QXQ <br />a 2 Z <br />W <br />Lu <br />W <br />"�E�io <br />J <br />LJJ <br />gZ <br />o <br />�z <br />C1 <br />1� <br />0 <br />z <br />uJ <br />Q <br />o� <br />Quo <br />Cm' <br />o ,- <br />L1J <br />8 5y <br />O <br />Cr <br />W o <br />r- <br />ZWo< <br />a <br />< <br />LoaQ3. <br />a�W0 <br />Z <br />u �E <br />W <br />W <br />�o <br />J <br />r--I <br />W <br />Q <br />Q L <br />In~ Z u <br />YQ <br />Z <br />V • <br />Z <br />coZ <br />LU <br /><Z <br />o <br />g <br />-r-A <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION NO. 4nO <br />SHEET NO. <br />3.2 <br />