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-A - .1_1. i - , - I , , _ . — d6 A - I - L�.ILALI_J, I a . . __ - , - . ! � . I i , . 'It _i. . , �� , - - - - - L a . I A.— 1,1 i A� � . � .- � General Notes ROOF CRITERIA: 0 12" OVERHANG U.N.O. 0 PLUMB CUT FASCIA ROOF 0 PITCH PER ELEVATION 12 **G.C. VERIFY ROOF PITCH" 5.9 ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS VRIDGE VENT MANUFACTURER. FIBERGLASS SHINGLE OR "ELECTRICAL SPECIFICATION NOTES" CONCRETE TILE PER ELECTRICAL CONTRACTOR MUST VERIFY WITH COMMUNITY SPEC (SEE THE SPECIFICATIONS FOR THE TYPE OF FIXTURE STRUCT.) TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I Exterior Covering --------- T.O.P. R703.6 Exterior plaster. HDR. Installation of these materials shall be in compliance with ASTM C - - - - - - - - - - - - - - - - - - - - - - - 926 and ASTM C 1063. R703.6.1 Lath. 12 k&L — All Lath and lath attachments shall be of corrosion -resistant F- materials. Attached per ASTM C 1063. z 5.0 0 0 n R703.6.2 Plaster. _J _J 00 0 F- 1H3SH 0 F- Plastering w/ portland cement plaster shall be not less than three X cr coats when applied over metal lath or wire lath and shall be not F- F- z z less than two coats when applied over masonry, concrete. 0 0 11 3.0 12 0 0 1 R703.6.3 Water-Resisitive Barriers. FL.�, Water-resisitive barriers shall be installed where cement plaster - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - 'k - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - (stucco) is to be applied over wood -based sheathing, shall include 12 5� T.O.M. a water -resistive vapor -permeable barrier. The individual layers - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15_0 - - - - shall be installed independently such that each layer provides a WEEPSCREED HEEL - separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The @ GAR. barriers shall consist of one of the following. AV- 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. R703.8 Flashing. CD Approved corrosion -resistant flashing shall be applied 00 TEXTURED FINISH F_ shingle -fashion in a manner to prevent entry of water into the wall 1' 8" op cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. 0 Exterior window/door openings. 0 Intersection of chimneys or other masonry contructions with F.FL. frame walls. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 21% - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 Under and at the ends of masonry, wood or metal copings and sills. 0 Continuously above all projecting wood trim. a Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 0 At wall and roof intersections LEFT ELEVATION A 0 At Built-in gutters. SCALE: 1/4" V-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) 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 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion o 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 FOLLOWNG VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA I LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 12 *If not enough vented solfit is provided due to fire protection, the contractor shall use the 8'RIDGE VENT following approved vents: FIBERGLASS SHINGLE OR 5.9 * LOMANCO DECK -AIR (Shingle Roofl - 9 SQ. IN. OF NET FREE AREA / FT� 4'OFF-RIDGE VENT **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft of Deck -Air Needed) CONCRETE TILE PER e O'HAGIN Mi e Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT COMMUNITY SPEC (SE -Formula: (Sq. Ft. Soffft Needed) x 7 (Sq. In. Needed) 86.25 Amount of O'Hagin Vents Needed STRUCT.) T.O.P. - - -- - -- - A HDR. z z 0 0 co _J 9 _J 0 23 SH r, 0 z z 0 0 12 15.0 12 3.0 F.FL. - - - - - - - - - - - t - - - - - - - - - - - - - - - - - - - - - - - - - - - — - sk - - - - - - - - - - - - - - - - - - - - - - - - - - - - -T.O.M -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HEEL r4@_GA_R_. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ar. 60 TEXTURED FINISH TEXTURED FINISH " 7_0" �F.FL - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2b SH 25SH RIGHT ELEVATION — A. SCALE: 1/4" = V-0" (Df z M z Z� CL Z Q) (D03 0 LJ.J c1f L /) Z:) U0 E 0 0 ca 0c:) C14 E 8 0) Cl) ccQ 00" U. 00 _00 0 9 , iz, -CL < 0 6 OT 0 8D, D -C-8 -C 14 0 F 6 cli �_A Z tv) S I 0 0 _J otu UJ CL z 0 r C.<\ a 0 u L. LLW :C0 z CD F ;FC C4 ....... Plor Am 0 Esi I To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and sea] is only for the structural engineering portions of the drawing pages bearing Engineer's signature and sea]. C) C) Z CN 0 a) �-4 C:) V) =3 tZi CD > (n M z 4-r fy) N (0 Ln 0 — Ln U_ C>L z F- � ro M -I 0� U CL 00 z 3i E z M LU C:) W _J 0 t-0 0 Z ZLLR -zr X a 0 0 z < (.5 op Z >z 0 a- 0� z >_ Z_ LZL, 'F"-' Z z 2 u_JJ 0*1 8 15 LLJ C'4 0 Z, (9 C:) 0. LLJ W,_ LLI Ln r-4 (N U) Ln W U) LU 0 Ce Z UJ a 00 0 '!0 z u L--u �! -2d 2 or- 0 z cc z LZ gi M LU (3 uJ UJ 0 0 z 0 P �8 U, I � 8 2 iT) _3 z N 0 �! ... L. " , Z 2E 5 tu- r-4 psyl: z �.J ,0 C) V- 7..q < F— C:) CY) > Z LU > .. W Z z 0 :5 W SCALE AS NOTED PLOT DATE 12/7/2012 TECH: FFLORES VERSION NO. 1525 JOB NO: 17-1426 SHEET NO. 4 ,U