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N <br />FIBERGLASS SHINGLE OR <br />CONCRETE TILE PER <br />COMMUNITY SPEC (SEE <br />STRUCT.) <br />12 <br />5.0� <br />14' RIDGE VENT <br />4' OFF -RIDGE VENT <br />-------------------------------- <br />--------------------- <br />36' EXTENDED - <br />OVERHANG W/ <br />OPT. BATH DOOR <br />SEE SS DETAIL M <br />FOR INFO. HJ <br />12 <br />15.0 <br />TEXTURED FINISH <br />8' RIDGE <br />T.O.M <br />(V <br />F.FL '--------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — F <br />23 SH 1A3 SH 25 SH <br />LEFT ELEVATION <br />T n M FT` <br />FIBERGLASS SHINGLE OR <br />CONCRETE TILE PER <br />COMMUNITY SPEC (SEE <br />STRUCT.) <br />12 <br />5.0 1 <br />14' RIDGE VENT <br />CI u <br />TEXTURED FINISH <br />12 <br />15.0 <br />SCALE: 1/4" = 1'-0" <br />------------------ ------------------------------------------------------------------ — <br />25 SH (2)25 SH 25 SH <br />RIGHT ELEVATION <br />SCALE: 1/4" = 1'-0" <br />T.O.M, <br />TEXTURED FINISH <br />------------------------- <br />HDR. <br />J1 <br />o <br />00 <br />F.FL. <br />35 SH <br />II <br />9080 SGD <br />25 SH <br />25 SH <br />REAR ELEVATION <br />SCALE: 1/4" = V-0" <br />T.O.M <br />HDR. <br />rM <br />F <br />General Notes <br />Attic Ventilation <br />Attic Ventilation to be in compliance with the Florida Building Code 5th Edition <br />ROOF CRITERIA: <br />(2014) Residential R806. <br />• 12" OVERHANG U. N.O. <br />The Minimum net free ventilating area shall be 1/150 of the area of the vented <br />• PLUMB CUT FASCIA ROOF <br />space. The ventilating area may be reduced to 1/300 provided that at least 40% <br />but no more than 50% of the required ventilation is provided in the upper portion of <br />• PITCH PER ELEVATION <br />the space to be ventilated. Upper ventilators shall be located no more than 3 feet <br />** ** <br />G.C. VERIFY ROOF PITCH** <br />(measured vertically) below the ridge or highest point of the space, with the <br />balance of the required ventilation provided by eave or cornice vents. <br />ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE <br />-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** <br />CONTRACTORS RESPONSIBILITY TO VERIFY <br />(Values to be verified with Manufacturer Specifications) <br />ROOF SLOPE REQUIREMENTS WITH TRUSS <br />• RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. <br />MANUFACTURER. <br />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />"ELECTRICAL SPECIFICATION NOTES" <br />•O'HAGINWEATHERMASTER(Shingle Roof) -72SQ. IN. OFNET FREE AREA/ FT. <br />ELECTRICAL CONTRACTOR MUST VERIFY WITH <br />** (Sq. Ft. Soffit Needed) x 7 = (Sq. In, Needed) / 72 = Amount of O'Hagin Vents Needed <br />THE SPECIFICATIONS FOR THE TYPE OF FIXTURE <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. <br />'Formula:(Sq. Ft. Soffit Needed) x7=(Sq.In. Needed) /9= Linear Ft. of Deck -Air Needed) <br />TO BE USED. LIGHT FIXTURES SHOWN ARE FOR <br />• O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT <br />LOCATION PURPOSES. <br />**Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed <br />Exterior Covering <br />R703.6 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and ASTM C 1063. <br />R703.6.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.6.2 Plaster. <br />Plastering w/ portland cement plaster shall be not less than three <br />coats when applied over metal lath or wire lath and shall be not <br />less than two coats when applied over masonry, concrete. <br />R703.6.3 Water- Res isitive Barriers. <br />Water-resisitive barriers shall be installed where cement plaster <br />(stucco) is to be applied over wood -based sheathing, shall include <br />a water -resistive vapor -permeable barrier. The individual layers <br />shall be installed independently such that each layer provides a <br />separate continuous plane and any flashing intended to drain to <br />the water -resistive barrier is directed between the layers. The <br />barriers shall consist of one of the following. <br />1. Two layers of an approved water resistant barrier material in <br />accordance with R703.2. <br />2. One layer of an approved water -resistive barrier (paperbacked <br />stucco lath) over an approved synthetic house wrap. <br />R703.8 Flashing. <br />Approved corrosion -resistant flashing shall be applied <br />shingle -fashion in a manner to prevent entry of water into the wall <br />cavity or penetration of water to the building structural framing <br />components. Flashing shall be installed at the following locations. <br />• Exterior window/door openings. <br />• Intersection of chimneys or other masonry contructions with <br />frame walls. <br />• Under and at the ends of masonry, wood or metal copings <br />and sills. <br />• Continuously above all projecting wood trim. <br />• Where exterior porches, decks or stairs attach to a wall or <br />floor assembly of wood -frame construction. <br />• At wall and roof intersections <br />• At Built-in gutters. <br />ELEVATION - DETAILS <br />SCALE: 3/4" = V-0" <br />FIBERGLASS SHINGLE OR <br />CONCRETE TILE PER <br />COMMUNITY SPEC (SEE <br />STRUCT.) 12 <br />5.0 <br />T.O.M. - — — — — — <br />70 <br />6" AND <br />TYPICAL <br />HDR. <br />T.O.P <br />2„ Sn� ��� 6" <br />u [Ila <br />0) <br />C? <br />ElElEl— 1:171 EJ 1:71171 El El E] 80 <br />El El E:1:1 1_11_]LJ::1E:1E11_]E] 00 SANDED <br />FINISH f" <br />F.FL. Ej� <br />ALL TRIM LINES 8 X 7 OVERHEAD DOOR 16 X 7 OVERHEAD DOOR 3068 (2)25 SH <br />ARE SCORED W/36" X 26" TRANS. ABV. <br />WAINSCOT MATERIAL WRAPS <br />CORNER 24" UNLESS <br />OTHERWISE NOTED. <br />FRONT ELEVATION - A <br />SCALE: 1/4" = 1'-0" <br />Z M <br />o <br />O <br />_ <br />Z <br />Z <br />Q <br />Qn 0 <br />W cr) <br />• <br />U — <br />m <br />OiU <br />~ <br />i:2:� <br />�� � <br />0 <br />o0 <br />C) <br />a) M <br />W <br />I— E <br />—0 <br />C) MM <br />f0 'O M <br />O`O0 <br />= a) <br />U <br />L ILL co <br />'a)) <br />Y <br />05 Q o <br />Lo O <br />Q °o) <br />Q o <br />A1 <br />N.CBpC <br />ii It <br />NMI i') <br />iL-J <br />' ° Q a <br />.o fn <br />x <br />Q <br />Wf9Voi11E <br />U o <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />1 <br />O <br />O <br />Z N <br />O <br />r--q }' O <br />ko <br />P-4 M O <br />Q LL <br />CL <br />oC U, M <br />Q 'q <br />Q <br />E <br />Z 3: ra <br />LUJ <br />C:) <br />oz <br />wu-0 <br />�W mzz�� <br />0 z Q 0U <br />r <br />zaQUQQ <br />=�?wPz <br />C7zp fiuJ <br />c1fa <br />�O=oSWN <br />a 0U o <br />0 <br />C:) <br />F aOzOO <br />M <br />��J <br />O <br />Ln <br />N <br />�\ <br />Ln <br />BoLU <br />w000� <br />~OLL <br />- <br />5w0l- <br />waZoZz <br />W <br />(n <br />�_J <br />� <br />p g a� <br />J <br />N z <br />O pLL > 2 ~O a <br />O <br />� U.J < <br /><aoo <br />_O <br />aW0 <br />`�aowa <br />O <br />�M <br />T4 <br />LU <br />aQ� <br />zC:) <br />\Q <br />� J <br />LL <br />> <br />0 <br />g W <br />z <br />J <br />a <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />100 <br />JOB NO: 17-5174 <br />SHEET NO. <br />2 <br />- - - i„ I,-.-i. I , I � 1!.11 h,i i i :.it, l�r ir��i.fI nr Ail iv: nt -na.. i r,irr.-iI.I 1 _r. i lFF_ , r <br />