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1" x 3" SMOOTH <br />TEXTURED <br />BAND 12"R. <br />HEEL <br />--------------------- <br />0 <br />T.O.M. <br />- - <br />TEXTURED <br />o <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />5� <br />2'-0" <br />12 <br />I I \J5 <br />--------- - ------------ <br />0 <br />7@ <br />F.FL. <br />— --------------------------------- <br />N <br />14'-0" RIDGE VENT <br />12 <br />Z___J5 <br />MINININININ101011 <br />iNININININININFE7. <br />12 <br />�5 <br />15'-0" RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />1' 0" <br />1" x 9" SMOOTH <br />TEXTURED <br />HEAD/BAND <br />4,_An <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 />_ <br />1-1/2" THICK <br />1/2 OF <br />INDOW WID <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 />DECORATIVE SHUTTER <br />L <br />FRONT ELEVATION - Al <br />SCALE: 1 /4"=V-0" <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />HDR HGT. <br />6" FASCIA <br />(TYP) <br />,— TEXTURED _ <br />CEMENTICIOUS oQ <br />FINISH ON C.M.U. is <br />(TYP.) <br />- - _ F.FL. <br />LEFT ELEVATION - Al <br />n_1r <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 contractions 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 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 save or comics 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. Ft Solflt Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hegin Vents Needed <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. <br />"Formula: (Sq. FL Sprit Needed) x 7 = (Sq. In. Needed)19 = (Linear Ft. of Deck -Air Needed) <br />• allAGIN (rile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT <br />"Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed <br />Z o <br />Z <br />Q <br />J <br />o.. <br />co z <br />V) C9 <br />C <br />+—' W <br />� p <br />OW <br />� <br />I <br />E <br />co <br />V) <br />\2 <br />!� U <br />00 <br />cot` <br />co <br />LiJ <br />I— E <br />— 8 <br />kv <br />C tC M <br />C N <br />O o0 <br />= ai <br />UN <br />sLL0 <br />-co <br />Lv y <br />Q rn <br />C 0 <br />u7 : <br />0) <br />A� <br />B ®e <br />N-C•B•D•C <br />0'bY• M <br />�! <br />m �Z� <br />�•. <br />LL. � 'U <br />N +�'J�' C <br />�v f <br />LL U <br />LL0 <br />Vo''/` <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 fV <br />0 � r, <br />rt)MO <br />r>— <br />M <br />Q�'a0— z V)tt) <br />.0 <br />w <br />Q L_ <br />� <br />F— � <br />ol_ U 2-*-1 <br />� <br />Q <br />E <br />t3 <br />z t <br />WJ C:) <br />�z <br />w� <br />za <br />a� <br />W <br />f r <br />air <br />z <br />z830 <br />o <br />' <br />oWz <br />JW <br />U <br />_ <br />(yy���X pJ <br />z <br />S <br />1� <br />V W N <br />�rZOU <br />/� <br />, <br />_J <br />zz <br />�o <br />Q <br />Z <br />Z <br />lljLZ--1. <br />> <br />7 <br />f <br />g a <br />Q <br />U)� <br />c <br />G <br />O <br />1 <br />8 <br />�< <br />a <br />v <br />= <br />(� <br />CLp <br />Q <br />�I': <br />o� <br />z <br />J <br />O <br />£ u <br />b -mLL <br />J <br />Z <br />5 <br />��� <br />2 <br />Z <br />J <br />'"� <br />� <br />W <br />W <br />Fla <br />oza <br />Lfi <br />z <br />z <br /><~z <br />D <br />CY <br />V) z <br />m <br />}. <br />� <br />Z <br /><� <br />UJ <br />= <br />z <br />o <br />a <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FGUZMAN <br />VERSION N0. 10 <br />O <br />SHEET NO. <br />3.1 <br />