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General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • 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. 5.9� **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 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. T.O.P. — _ — _ — _ — _ _ _ _ _ _ _ _ corrosion -resistant All Lath and lath attachments shall be of 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 AV 5.0� z z less than two eats when applied over masonry, concrete. Q R703.6.3 Water-Reslsidve Borders. O� 1 H3 SH 0 Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers O O 12 shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to F.FL. -------------_ _ _ _ _ _ _ _ _ ---------------------------------------------------- ---------------- the water -resistive barrier is directed between the layers. The —----------12------------------------------------------------------------- barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in T.O.M. _ _ _ 5.0� accordance with R703.2. — — — -- — _ HEEL _ WEEP SCREED 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. @ GAR. _ _ R703.8 Flashing. 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. o q Exterior lfcn• Intersection ochimneys ss on her masonrYcontructions withbo TEXTURED FINISH frame walls. 1'-8" • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or F.FL. floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation LEFT ELEVATION - B Attic Ventilation be in compliance with the Florida Building Code 5th Edition (2014) Residential al R806. The Minimum net free ventilating area shall be 11150 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 ol the space to be ventilated.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 save or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer SpeaficatIons) • RIDGE VENTS - 15 80. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS - 7 $0. IN. OF NET FREE AREA / SO. FT. FIBERGLASS SHINGLE OR *I Howinot e pproved ven vented soffit is provided due to fire protection, the contractor shall use the CONCRETE TILE PER • LOMANCO DECK AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. COMMUNITY SPEC SEE"Formula: (Sq.FtSaffBNeeded) x7=(Sq.In. Needed) /9=(UnewFtorr�-arNeeded) ( • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT STRUCT.) "Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Arraurd of OMa & verve needed 12 5.91 8' RIDGE VENT 4' OFF -RIDGE VENT T.O.P. - _ HDR. z Z = 0 4 23 SH o o cc O O 12 3.01 12 5.01 F.FL. --------------------------------------------------------- _ _ _ _ ______ --------- WEEP — — — — — — — — — — WEEP SCREED _ _ _HEEL ---------------------------------------------- - @ GAR. 0 TEXTURED FINISH 00 2'-0" a op F.FL. RIGHT ELEVATION - B SCALE: 1/4" = V-0" CD rn zg z Q J a Z 4--i w �U — 0 LUl Eg o V) U mMM $ oso U. U a �, CS ar. Ho A1 B D. ".C.a.o.0 If 11 f--R `t v 6.i i i,f,r, rri ♦ 0.. ' —9 ✓ L4 N i To the best eer of the Engins ge, information, 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. 1 O O z N 0 .a+ CD � M O M Q 'f°v L^ 4) o Ln Q L � d `rn a c. 00 �� 30. z M WUJ 0 z� LUoo asa 8�2 Z Z o yLu 84 W uJ zr�,r J O LA N (n ,Ln—I W �3 Ing t090 0 z E~z�� W — _ CL F. zgf9rzz W W 0 a 0 is—?LU ac� pz=d i W z LU .. �, .. W J g z a W SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 1525 JOB NO: 17-3664 SHEET NO. 4 ■