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j'I- I I I I , '. I I I I. IIP II }Ilrlll9 <br />I'Ir <br />l.11 I <br />f."II�H I'I I _ I � I' l 1 'I"II 'l1E•!}. !�elell!!�I I I I 1 II I I <br />'r � _ _ _ i- u - _ __— _ <br />- <br />I <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 />12 — <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED <br />ON DOOR <br />12 <br />:;�5 <br />T.O.M. <br />HDR HGT. <br />------------------------------------------------------------J F.FL. <br />14'-0" RIDGE VENT <br />12 <br />15'-0" RIDGE VENT <br />REAR ELEVATION — A <br />SCALE: „a"_,..o. <br />12 <br />5 - -� - — _- - �- - - - -- -- <br />- - � _ <br />3 T <br />AB SHINGLES. ROOF <br />INSTALLED AS PER <br />- - --- - - MANUF. SPECIFICATIONS <br />.�_ <br />--------- - - _ -- _--- - - - -T.O.M. <br />-------- - ---HDRHGT. <br />---------------------------------------------- 1-0 <br />------------------------------------------------------------ <br />TEXTURED <br />TEXTURED "� CEMENTICIOUS <br />2'-0" CEMENTICIOUS FINISH ON C.M.U. <br />FINISH ON C.M.U. (TYP.) <br />(TYP.) C? <br />-----------F.FL. <br />LEFT ELEVATION — A <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-Resisi ive 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 wails. <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 />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 save 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 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 conbador 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 SO. IN. OF NET FREE AREA / VENT <br />-Formula: (Sq. Ft Soft Needed) x 7 = (Sq. In. Needed) / 8625 = Amount of O Hagin Vents Needed <br />0 !P8 <br />zo <br />— o <br />z <br />Q <br />J <br />U, z <br />V)0 <br />'' <br />U-) <br />-W rJ <br />� p <br />0 LL, <br />Ln rti <br />I- <br />o <br />0 <br />00 <br />U <br />mr- <br />� <br />C <br />LLr <br />E <br />U <br />kD M <br />O oN <br />a j <br />U <br />0 <br />L LL � <br />_ <br />aI) <br />Q rn <br />U) a o <br />In v <br />13. <br />�i Q 0 <br />B D. <br />,i <br />co rn <br />tg <br />N <br />ly} <br />Q ® ' <br />�•!/1illlll�ei �� <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 N <br />0 cu r-, <br />> (n re) O <br />r--1 O <br />fh <br />V) (p Ln <br />aL_L� <br />CL <br />F-. , M <br />Q� U C r-t <br />Q <br />E <br />z M <br />WLLJ <br />J � <br />d'- <br />O o <br />y <br />w� <br />za <br />C <br />z <br />UZ <br />Pzo0�0 <br />oW <br />z <br />010 <br />F- N <br />l , <br />L1J <br />J <br />8 U, <br />Z <br />W <br />z <br />Q o U <br />I --1 <br />0 <br />W <br />zz <br />M <br />3 <br />> <br />C: <br />z <br />U <br />0i <br />ro <br />Q <br />LU <br />alp <br />X9g <br />cr: <br />om <br />© <br />Q <br />0 UJ <br />f 0 <br />�aMo <br />Z <br />Z <br />N <br />o <br />I ,di wU <br />W <br />C <br />wJ <br />02/0Y a <br />aF <br />*k <br />0) <br />^ <br />Q <br />Z <br />Z <br />cc z <br />a <br />0 <br />rl <br />QJ <br />W <br />W <br />z <br />J Q <br />az <br />g <br />� <br />a <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION No' 10 <br />SHEET NO. <br />3.2 <br />