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1 11 1 1 <br />- ___. 1 1 -- ' --1----- ---- --- - ----- -- <br />General Notes <br />ROOF CRITERIA: <br />• 12" OVERHANG U.N.O. <br />• PLUMB CUT FASCIA ROOF <br />• PITCH PER ELEVATION <br />12 **G.C. VERIFY ROOF PITCH** <br />ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE <br />5.9� CONTRACTORS RESPONSIBILITY TO VERIFY <br />ROOF SLOPE REQUIREMENTS WITH TRUSS <br />8' RIDGE VENT MANUFACTURER. <br />FIBERGLASS SHINGLE OR **ELECTRICAL SPECIFICATION NOTES** <br />CONCRETE TILE PER ELECTRICAL CONTRACTOR MUST VERIFY WITH <br />COMMUNITY SPEC (SEE THE SPECIFICATIONS FOR THE TYPE OF FIXTURE <br />STRUCT) TO BE USED. LIGHT FIXTURES SHOWN ARE FOR <br />LOCATION PURPOSES. <br />Exterior Covering <br />T.O.P.—__----__ _ __ _ _ _ __ _ __ _ __ — — —_ __ _ __ _ __ _ _ — _ _ _ __ _ _ _ _ R703.6 Exterior plaster. <br />— — — HDR. Installation of these materials shall be in compliance with ASTM C <br />_ — — — — — — _ _ 926 and ASTM C 1063. <br />R703.6.1 Lath. <br />12 All Lath and lath attachments shall be of corrosion -resistant <br />5.0� z z materials. Attached per ASTM C 1063. <br />O 0R703.6.2 Plaster. <br />0 1 H3 SH o 0 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 />O O <br />less than two coats when applied over masonry, concrete. <br />U U 12 R703.6.3 Water-Resisitive Barriers. <br />�3.0 Water-resisitive barriers shall be installed where cement plaster <br />____________ _____________________ -T (stucco) is to be applied over wood -based sheathing, shall include <br />12 a water -resistive vapor -permeable barrier. The individual layers <br />---- _J P <br />_ _ _T.O.M. _ _ _ :�� <br />— _! `- !__ shall be installed independently such that each layer provides a <br />HEEL _ WEEP SCREED separate continuous plane and any flashing intended to drain to <br />the water -resistive barrier is directed between the layers. The <br />T.O_M_ _ _ barriers shall consist of one of the following. <br />@ GAR. _ _ 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 />"v <br />o) R703.8 Flashing. <br />Approved corrosion -resistant flashing shall be applied <br />50 <br />r` shingle -fashion in a manner to prevent entry of water into the wall <br />TEXTURED FINISH cavity or penetration of water to the building structural framing <br />1 -8 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 />LEFT ELEVATION A • At Built-in gutters. <br />SCALE: 1/4" = 1'-0" <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 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 I LINEAR FT. <br />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. <br />• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ, IN. OF NET FREE AREA/ FT. <br />12 8' R I DG E VENT (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed <br />5.9 <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA I FT. <br />Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) <br />4' OFF -RIDGE VENT . O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT <br />T FIBERGLASS SHINGLE OR **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)/86.25 = Amount of O'Hagin Vents Needed <br />CONCRETE TILE PER <br />T -- COMMUNITY SPEC (SEE <br />_ T r STRUCT.) <br />— -- - _ _ T.O.P. <br />-- — — — — ------------ <br />HDR <br />- - - -- - - - -- - -- - --- ---- <br />z z <br />O O 7'� <br />0 0 00 <br />0 F_ 23 SH 0 F, <br />0 0 <br />U U 5.0112 <br />— <br />3.0�12 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - F_FL.-- <br />i <br />----------------------------------------- __ _ __ _ __ T.O.M. <br />WEEP SCREED <br />---------- - -- <br />_HEEL <br />------------------------------------ ---TOM_ <br />@ GAR. <br />o °) <br />� TEXTURED FINISH TEXTURED FINISH 00 <br />2'-0" <br />F.FL. <br />RIGHT ELEVATION - A <br />SCALE: 1/4" = 1'-0" <br />UI� <br />Zo <br />— o <br />z� <br />Q <br />a. <br />z <br />O <br />cn <br />•fJ — <br />Ln17� w <br />'m <br />~ <br />o <br />o <br />Cn <br />r- <br />c6 U <br />m <br />a) co <br />w <br />_ U <br />a f0 cM <br />O 20 <br />L LL 00 <br />Ua) <br />a) <br />CY <br />Q O) <br />0o-o <br />u7 O, <br />CL <br />Q O <br />A , <br />a Do <br />N+C B D C <br />\ 1111i1t� <br />zN <br />z <br />� <br />tW u;�rn •• <br />•F <br />��j <br />ss��•. <br />10 <br />IL0) "— N is �", <br />t��C-� Ill <br />S�k, <br />To the best of the Enginee q)q 0g� 1gqfQ t, n, and <br />belief, the structural plans and spe At�$bh1 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 />i <br />O <br />O <br />Z N <br />O v r\ <br />t—t 4-' O <br />>Uco00 <br />M <br />z <br />Q <br />0 <br />N LL <br />a .� <br />oc v a <br />Q � <br />Z <br />LULU <br />C:) <br />f <br />oZ <br />uJ u- <br />S° <br />W mZZ(.,Q' <br />�02:ZQ� <br />Z <U < <br />=�Zw�Z <br />gU <br />0. <br />O4Q or <br />v~aOLUN <br />Cn <br />OO <br />LU Z <br />Lu <br />�3J <br />CD <br />Ln <br />N <br />Ln <br />W <br />,- <br />Q <br />• <br />v /LU <br />J <br />� ° Q <br />I <br /><lZ14 <br />Q <br />LNL <br />w 0 O O <br />LL <br />�z ozw°�ooZ <br />UZ�$$ <br />'WWooZ <br />a0 <br />J <br />I-WaW c�z <br />_uiQ <br />`Za <br />O <br />�w°LLZa <br />�Qos <br />cj�O <br />N <br />a>�o <br />w <br />O <br />J w <br />aQ~LL <br />C:)M <br />> <br />LL <br />z <br />W <br />Oo <br />J <br />g <br />z <br />W <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FGUZMAN <br />VERSION NO. <br />1525 <br />JOB NO: 17-5172 <br />SHEET NO. <br />4 <br />