Laserfiche WebLink
I I I I I I I I I III IT 1 11 1 1 1 II 1 1 1 111 1 1 1 1_ 1 _- 1, I I IN,, I - - I t I m I ' I <br />v <br />a <br />r2 <br />LO <br />rn <br />I <br />c� <br />a> <br />c <br />v <br />v <br />t2 <br />M <br />O <br />J <br />to <br />O <br />O) <br />I <br />a� <br />a� <br />aci <br />v <br />z <br />/ <br />c <br />O <br />Q <br />O> <br />O <br />i <br />E <br />N <br />E <br />O <br />x <br />v <br />C <br />C <br />J <br />N <br />N <br />EZ <br />f2 <br />wO+ <br />U <br />O <br />UI <br />o <br />i <br />0 <br />to <br />0. <br />LZ <br />rn <br />N <br />M <br />00 <br />_v <br />rn <br />0 <br />N <br />N <br />0 <br />in <br />W <br />0 <br />s <br />low <br />Foo1oaooa <br />- <br />___ a00000©a , <br />II�II�I�I�I�1 1170 <br />16-0" RIDGE VENT <br />4'-0" RIDGE VENT <br />12 <br />�5 <br />T.O.P. <br />_ — y <br />T.O.M. - <br />HDR HGT. <br />---------------------------------------------------------------------- - -- <br />—IN <br />N <br />o TEXTURED 21-�„ <br />`- o _ CEMENTICIOUS <br />co co FINISH ON C.M.U. <br />CD (TYP.) <br />25 SH 25 SH <br />F.FL.-------------------------------------------------------------------------------------------------------------------- ---- <br />FRONT ELEVATION - Al <br />SCALE: 1 /4"=V-0" <br />RIGHT ELEVATION - Al <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 />R703.7 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and ASTM C 1063. <br />R703.7.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.7.2 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 />R703.7.3 Water -Resistive Barriers. <br />Water -resistive 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 (paper <br />backed stucco lath) over an approved synthetic house wrap. <br />R703.4 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 constructions 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 6th Edition <br />(2017) 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 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 />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 cornice 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 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. <br />LJ <br />�I� <br />L ':l <br />U <br />;U <br />o = <br />M <br />z <br />c <br />z o <br />Q� <br />J C7 <br />o <br />a <br />z <br />� � o <br />,l <br />TTt VJ <br />`V w o <br />�oa <br />,L <br />0 Lu <br />N c <br />N � <br />� o <br />LAj <br />`> , <br />I <br />Q n o <br />N �O <br />zO ylt o0 <br />/z <br />3. <br />ii u-o �O,u <br />W1��'%� <br />N 3 <br />\\z ,� 3 <br />• <br />CJ <br />- 11, <br />/ Sao \ <br />E' <br />`� <br />•'"fill I I O\\ <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />C:, <br />M <br />�w <br />¢ <br />z <br />Q <br />LJL <br />a E <br />OU <br />o <br />� <br />w <br />E <br />> m <br />�R <br />�O <br />❑a <br />H ro <br />❑❑ <br />o o <br />o <br />z <br />O ru <br />N <br />2 ~ <br />°dz <br />R <br />wz <br />xw <br />ru <br />- <br />Zz <br />SOY <br />.. iS' <br />mp <br />Zz <br />zw <br />z <br />r)C <br />g <br />❑ <br />W <br />U 3 <br />NZ <br />oIW <br />as <br />o� <br />FG_ <br />i-� <br />O <br />w <br />u <br />r- <br />�� <br />� <br />V <br />za <br />a <br />�3 <br />C C:)O <br />nL1 <br />W <br />i <br />M <br />.� <br />7- <br />CM <br />.-. <br />> <br />O <br />C L <br />0 a <br />N <br />1..� <br />Al m <br />W <br />C <br />d- <br />r <br />O <br />•� 0) <br />r <br />_J r- <br />CJ <br />N <br />= <br />•-- <br />T� <br />M � <br />ci <br />E <br />m <br />Z r j N <br />co iri <br />c <br />Z <br />z <br />E N <br />O <br />Ecc <br />a <br />0 � Q o <br />� <br />JOB <br />NO: 19-5906 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.1 <br />