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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 12 ROOF SLOPE REQUIREMENTS WITH TRUSS �5.9 MANUFACTURER. FIBERGLASS SHINGLE OR — 20'RIDGE VENT "ELECTRICAL SPECIFICATION NOTES" CONCRETE TILE PER ELECTRICAL CONTRACTOR MUST VERIFY WITH COMMUNITY SPEC (SEE THE SPECIFICATIONS FOR THE TYPE OF FIXTURE STRUCT.) L F T TO BE USED. LIGHT FIXTURES SHOWN ARE FOR 12 LOCATION PURPOSES. 15.9 Exterior Covering R703.6 Exterior plaster. T- -T -L Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. T.O.P. T.O.P. - - - - - - - - - - - - - - - - - - - R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. F- Plastering w/ portland cement plaster shall be not less than three z z z 0 0 coats when applied over metal lath or wire lath and shall be not 00 00 less than two coats when applied over masonry, concrete. 0 0 0 Ir X X R703.6.3 Water-Resisitive Barriers. 1-- 1- 12 1- z z z Water-resisitive barriers shall be installed where cement plaster 0 0 5.9 0 12 12 0 0 21-011 12 (stucco) is to be applied over wood -based sheathing, shall include 3F I ---I I --), 1 5.0 a water -resistive vapor -permeable barrier. The individual layers F.FL. -7- F.FL. shall be installed independently such that each layer provides a --------------- - -------------------- ---------- ------------------ ----------------- separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The T.O.M. T 0 M -- - - - - - - - - - -- -- -- -- -- -- - - - - - - -- -- -- - - - - - - -- - - - - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - barriers shall consist of one of the following. - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - WEEP SCREED WEEP SCREED 1. Two layers of an approved water resistant barrier material in T. 0. M. accordance with R703.2. @ GAR. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. J U Approved corrosion -resistant flashing shall be applied TEXTURED FINISH El - EJ 0- 8" shingle -fashion in a manner to prevent entry of water into the wall b) TYP. 9 cavity or penetration of water to the building structural framing 80 80 components. Flashing shall be installed at the following locations. 2- 0" L-1 L] El L] L-1 E] 17 1-71 E]EIE] 0 Exterior window/door openings. a Intersection of chimneys or other masonry contructions with frame walls. -1 E] El 7] E-] E�l 1=1 0 Under and at the ends of masonry, wood or metal copings 35 SH - C5 and sills. F,FL. F.FL.� a Continuously above all projecting wood trim. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- — - - - - - - - - - - - - - - - - - - - 73v- - - - - - - h- 0 Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 16 X 7 OVERHEAD DOOR 8 X 7 OVERHEAD DOOR At wall and roof intersections 0 At Built-in gutters. 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 LEFT ELEVATION 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 oi SCALE: 1/4" V-0" 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 FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA/ LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA/ FT. Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA/ VENT 12 "Formula: (Sq. Ft. Soffit Needed) x 7 (Sq. In. Needed) 8625 Amount of O'Hagin Vents Needed 5.9 F 20'RIDGE VENT J FIBERGLASS SHINGLE OR CONCRETE TILE PER J- COMMUNITY SPEC (SEE STRUCT.) 12 5.9 F -T- J- 7- -7-77'--, �'- T J-� - T. 0. P. T. 0. P. - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - - - - 10 0 0 00 9 00 -J 0 F- 0 z z 0 0 F.FL. 5.0 12 2'-0" 25 SH 0 7 12 13 F.FL. ------------ -- --------------- ------- ------------------------------------ ---- -------------- T.O.M - - - - - - - - - - - T. 0. M. WEEP SCREED WEEP SCREED AT. 0. M. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GAR. TEXTURED FINISH R 22 SH 60 2' 0" 4 25 SH F.FL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F.FL. RIGHT ELEVATION_ SCALE: 1/4" = V-1211" CD!P z z Z*0 z 4--d LU U 0 UJ ::D E 0 0) Cl) Ln 04 a) co LU E a V) C cc M 2 -0 ce) 'r- C14 020 VAN 0 u U) .5 LL 00 M -00 0 CO - i:: 0 .1d U) -, . Ln 0 a < 8 D. I C I*D,C If XC FIX C14 I Cli LO co ul�- LC3 r-- Id c5 0 ,- 6 6 dw.7' rn r 0 U- Lu U- 01 U) IM -g z tP 01 S R. T. the best of the irtvingof��lkpoMtdgit��6�mation, and belief, the structural plans an'j �p�6ci�ications 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 sea]. 40 z 1714 0 cu r-, 1-� 4.J (:) Ln 15 %D C) > Lr) ro M C) M Lr) o VION (1) — Ln - LL z CL e-s U CL 00 < E Z (0 z LU F- W -J C:) ko 0 W z U, Lu z LL Lu z � � :�c U 2: ,A a 0 Ezo >. z < 0 z ZOCLW -<-e-< 1-.2 z z;, z LIU, -Wf C, U IX 0 Lf) 8 Lu C) (y) 0 Z @ Lu 4, Lu T-q N Ln r-4 r4 U) Ln W 0 U) Lu Lui ci� < z U Lu 0 0 0 0 < < U ILL, M - 0 Z C)� 23 Lu z zLLJ 0 z a z LU 0 > F- u) �0- 8V R5- 0 LU 2: F- 2 > 9 o 0 U- z 0 zo >— rq T-1 50; Z z < 0 < < c) > LL. Z UJ LU > 0 Z _j z LU SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 1122 JOB NO: 16-6649 SHEET NO. 4 7-T-7 dh ATIEP-R- T-] T-, III -7--,--TF-F ------------ 7 1 1 1 1 1 1 T— I I I I'l I I . FL1-I1,,1L'LA:. I