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General Notes ROOF CRITERIA: 0 12" OVERHANG U.N.O. 0 PLUMB CUT FASCIA ROOF 0 PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS 12 MANUFACTURER. 15.9 "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH 8'RIDGE VENT THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR FIBERGLASS SHINGLE OR LOCATION PURPOSES. CONCRETE TILE PER COMMUNITY SPEC (SEE Exterior Covering STRUCT.) R703.6 E)derlor plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. T.O.P. R703.6.1 Leth. - - - - - - - All Lath and lath attachments shall be of corrosion -resistant HDR, materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three 12 coats when applied over metal lath or wire lath and shall be not z z In L5.O less than two coats when applied over masonry, concrete. 0 0 7 -1 9 60 R703.6.3 Water-Resisitive Barriers. OP 1 H3 SH' 0 F- 0 Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include F- z z 0 0 a water -resistive vapor -permeable barrier. The individual layers 12 shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - the water -resistive barrier is directed between the layers. The 12 barriers shall consist of one of the following. - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - J50 T.O.M. 1. Two layers of an approved water resistant barrier material in - - - - - - - - - - WEEP SCREED accordance with R703.2. HEEL 2. One layer of an approved water -resistive barrier (paperbacked T.O.M. Eq stucco lath) over an approved synthetic house wrap. _6GAR. R703.8 Flastilling. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components, Flashing shall be installed at the following locations. C) 0 Exterior window/door openings. 00 0 Intersection of chimneys or other masonry contructions with TEXTURED FINISH F, frame walls. 1' 8" op 0 Under and at the ends of masonry, wood or metal copings and sills. 0 Continuously above all projecting wood trim. 0 Where exterior porches, decks or stairs attach to a wall or - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F.FL�._ floor assembly of wood -frame construction. 0 At wall and roof intersections 35 SH 0 At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. LEFT ELEVATION B The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% SCALE: 1/4" V-0" but no more than 50% of the required ventilation is provided in the upper portion of the space to be vemilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or comice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) * RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS 7 SO. IN, OF NET FREE AREA / SQ. FT. FIBERGLASS SHINGLE OR e allAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT. CONCRETE TILE PER (Sq. Ft Soffit Needed) x 7 = (Sq. In, Needed) / 72 = Amount of OrHagin Vents Needed e LOMANCO DECK -AIR (Shingle Rool) - 9 80. IN. OF NET FREE AREA / FT. COMMUNITY SPEC (SEE Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Unear Ft. of Do& -Air Needed) STRUCT.) a OWAGIN (rile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT 12 Formula: (Sq. Ft. Soffit Needed) x 7 (Sq. In. Needed) 86.25 Amount of OHogin Vents Needed 8'RIDGE VENT 5.9 4'OFF-RIDGE VENT T.O.P - - - - - - - - - - HDR. z z 0 0 00 _J 23 SH 9 0 F, 0 E z z 0 0 F.FL. 12 15.0 0 0 12 �3.0 — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- hk - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T.O.M -- - - - - - - - HEEL WEEP SCREED cSF. T.O.M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - @ GAR. Z 9 60 TEXTURED FINISH F_ 2-0- 10 Ll F.FL - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - 25SH 25 SH RIGHT ELEVATION B_ SCALE: 1/4" = V-0" W) Z —8 a_ V) (D Z (1) C—f 3 4—) LLJ 0 LU E 0 V) I.— LU E 8 M ,MR 0 '10 C, u g :5 LL '22, Al a We ?4,C,B D,C IV cc 1&.,,C'4 0 x. 12 —.4 Ur. 00 u —4 z LL OR UJ Fs� .0S To the best of the Engineer' s e a ion, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. z 0 1-01 46J 15 M Z5 M Ln in 0 N a) — Ln L_ U_ CL z M CL 00 z E z M F- WU.J _J 0 0 Eow tz- 00 z 8 4ffii7zz W- CL to 81 4p:g 8 �; C4 0 oe OZO Ln r*4 r4 Cl) Ln w U) Z. 9 0 < < .M� V; . fi? -0 Z W Z z py LIU: !a MT z LJLJ CL UJ j3 0 = _J U) z V) 0 r-4 P: Rxz� 1,g a fy) > U_ z LU .. 0 .. III z _J z 2-11 _J 05- W I SCALE : AS NOTED PLOT DATE 12/7/2012 TECH: FGUZMAN VERSION NO. 1525 JOB NO: 17-4135 SHEET NO. 4