Laserfiche WebLink
c <br />T.O.M. — <br />1'-on <br />12 <br />5� <br />14'-0" RIDGE VENT <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED - <br />ON DOOR <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />------------------ <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP•) <br />12 <br />;�_- 5 T-0" RIDGE VENT <br />12 <br />�5 <br />REAR ELEVATION - B1 <br />1" x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />--- T.O.M. <br />------------------------------------------- 1r-"----------1,-�" HDRHGT. <br />-------- - --------------------------- ---------------------------------- <br />1'-0" <br />TEXTURED 10 <br />CEMENTICIOUS <br />2'-0" FINISH ON C.M.U. TEXTURED <br />(TYP') CEMENTICIOUS ap <br />FINISH ON C.M.U. <br />(TYP.) <br />- - - F.FL. <br />+3" SMOOTH <br />TEXTURED <br />BAND <br />N <br />SCALE: 1 /4"=1'-0" <br />LEFT ELEVATION - B1, <br />General Notes <br />ROOF CRITERIA: <br />• 12" OVERHANG U.N.O. <br />• PLUMB CUT FASCIA ROOF <br />• PITCH PER ELEVATION <br />**G.C. VERIFY ROOF PITCH** <br />ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE <br />CONTRACTORS RESPONSIBILITY TO VERIFY <br />ROOF SLOPE REQUIREMENTS WITH TRUSS <br />MANUFACTURER. <br />**ELECTRICAL SPECIFICATION NOTES** <br />ELECTRICAL CONTRACTOR MUST VERIFY WITH <br />THE SPECIFICATIONS FOR THE TYPE OF FIXTURE <br />TO BE USED. LIGHT FIXTURES SHOWN ARE FOR <br />LOCATION PURPOSES. <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-Resisitive 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 />Attic Ventilation <br />Attic Ventilation to be in compliance with the Florida Building Code 5th Edition <br />(2014) Residential R806. <br />The Minimum net free ventilating area shall be 1/150 of the area of the vented <br />space. The ventilating area may be reduced to 11300 provided that at least 40% <br />but no more than 50% of the required ventilation is provided in the upper portion of <br />the space to be ventilated.Upper ventilators shall be located no more than 3 feet <br />(measured vertically) below the ridge or highest point of the space, with the <br />balance of the required ventilation provided by eave or comics vents. <br />"CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. <br />• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. <br />" (Sq. FL Soffit Needed) x 7 - (Sq. In. Needed) / 72 = Amount of O'Hagin vents Needed <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. <br />" Formula: (Sq. FL Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft of Deck -Air Needed) <br />• O'HAGIN (Tile Rool) - 86.25 SO. IN. OF NET FREE AREA / VENT <br />"Formula: (Sq. FL Soffit Needed) x 7 = (Sq. In. Needed) 186.25 - Amount o1 CINagin Vents Needed <br />(� <br />Z oawe <br />— o <br />Z <br />Q <br />Cz <br />tn/71 G <br />W cn <br />�_J W <br />U — <br />O w <br />ffc/^i <br />= <br />E <br />o <br />v, <br />00 <br />0 <br />U <br />N Cl) <br />LLJ <br />~ E <br />— U <br />Cl)'. C lC <br />N <br />O _O <br />= a) <br />U yyyN$ <br />lL a0 <br />co <br />7-00 <br />co Q <br />C Y <br />Qrn <br />U) 04'T <br />rn¢Ci <br />A' <br />NC�,DC <br />B <br />D. <br />, <br />2S2 <br />wM <br />� rn - <br />W �4LL „ <br />lazy�0 <br />U. <br />�P <br />FE <br />90\\\\ <br />LLZ E "'7/lI1111� <br />W �aM <br />N <br />_Jo <br />O <br />O U <br />❑ ❑ <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 />0 <br />0 <br />Z cV <br />0 .N n <br />E>-t M O <br />L0 <br />z <br />Ln <br />Q a)LL Ln <br />C' <br />z F- M <br />tY V its 00 <br />Q � � <br />fa <br />Z <br />J � <br />W <br />Oz <br />z aQ <br />4 <br />U) <br />Z <br />f� <br />E9z0,0 <br />0 <br />zOp <br />Lq <br />Q <br />zLq <br />f JJ <br />K R S <br />W <br />1-1 <br />W <br />_J <br />UU W N <br />o N) <br />L <br />W <br />}o <br />az <br />1� <br />Q <br />1 <br />M <br />¢ <br />8 <br />0 <br />O <br />= <br />fu <br />Q <br />w <br />W <br />O <br />Q R Z. <br />w <br />Ti <br />EOM <br />m <br />Z <br />yy.,�� <br />{yoa <br />Lu <br />Z <br />Z <br />,...1 <br />a f 2 <br />W <br />�,��i <br />J <br />ri <br />WW <br />W <br />¢ W <br />OU <br />/ L <br />,-I <br />L <br />Q <br />Z <br />W � N <br />W z <br />Ln <br />Z <br />W <br />aZ <br />Z <br />m <br />rn <br />^ <br />_ <br />�z <br />rn <br />T-t <br />a <br />to <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />3.2 <br />