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F7 �F4 8'-0" RIDGE VENT I 1 " x 4" SMOOTH TEXTURED COMPOSITION SHINGLES 12 12 TRIM / BAND 5 5 ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 6" FASCIA L (TYP) 77 T. 0. P. 1 ------ ----------------- — — — — — — — — — — — — — — — — — HDR HGT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — 11-011 1L_J1 1 " x 12" SMOOTH MYTHOMn 25 SH 25 SH 25 SH TRIM / BAND FLASHING 5 2nd FIN. FLF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - %_ - - - - - - - - - - - - - - - - - - - - - - - , - _3% - - - - - - - - - - - - - - - - - - - - - - - L-01- HEEL C a --- - - - - - - HDR HGT. DECO CORBEL 1 X 8" SIMULATED--, WOOD FINISH F16 TEXTURED CEMENTICIOUS 25SH FINISH ON C.M.U. DI 17 F.FL. IF - - - - - - - - - - - - - - - - - - - - - - - - �1 - - - - - - - - - - - - - - - - - - - - - - - - - - nF5 4 �, 12'RIDGE VENT 00 N FRONT ELEVATION - Al. SCALE: 1/4"=V-101" T.O.P. HDR HGT. , -100 00 2nd FIN. FLN, - milt T.O.M. HDR HGT. N LEFT ELEVATION � Al 1/4"= 1 1-011 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 MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES, Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C an R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTMI C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less then three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. 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 shall be Installed independently such that each layer provides a rate continuous plane and any flashing Intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material In accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap, R703.4 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. • Exterior winclow/cloor openings. • Intersection of chimneys or other masonry contructions with frame walls. • 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 floor assembly of wood -frame construction. At wall and roof intersections At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. 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% but no more than 50% of the required ventilation is provided in the upper portion of 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 eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOVMNG VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) R DGE VENTS 15 SO. IN. OF NET FREE AREA I LINEAR FT. I OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA If SO. FT. • O'HAGIN VVEATHERMASTER (Shingle RooQ - 72 SO. IN. OF NET FREE AREA/ FT. (Sq. Ft. SON Needed) x 7 - (Sq. In. Needed) / 72 z Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roofi - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft, of Dock -Air Needed) O'HAGIN (Tile Rool) - 86,25 SO. IN. OF NET FREE AREA IF VENT Formula: (Sq. Ft. Soffit Needed) x 7 =(Sq. In, Needed)/ 86.25 =Amount of O'Hagin Vents Needed "'M room V) 0 (1) C_/3 4-J Lu (DM 23 0 LU yZ03 C) LAJ C) LL lag ur) Al E D. M0 5i < C a . . ........ z Ima FESS' (111111Wro I To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Sth Edition. Engineer's signature and seal Is only for the structural engineering por"ons of the drawing pages bearling Engineer's signature and seal. z r-4 0 (L) N 04 C) Ln to > C:) 4-J < V) z (1) Ln U Cn cj� U 2. r-4 < 00 z E Lu W _J CD z g 0 Ell < UZ, 165-. 00 C)o L.LJ __J 8 z z LU Ln C/) < LU Igg r-4 0 Er I i U_ J4 �=J z Lu 0: z LU _J Ln -I Lij 2: < z Lij X < z t T.-q cn C:) co 0 C� 00 z :5 UJI rn T_4 0- V) SCALE AS NOTED DATE 1/4/2018" TECH: ERAND VERSION No' 10 SHEET NO. 3.1