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<br />t CJ igrt Wind ,Pressure For Exterior Components and Cladding 30 P.S.F. Angle of Roof 10 3Q Degrees - - --
<br />� 11 �� - - - -- - - - -- - _ - - - - - --
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<br />. Building Catgory l { - - -- - - - - - - -- --
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<br />Sheet Metal Anchors and Tiffs
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<br />_ -
<br />,� : , Exterior Gaiv. l raducts ASTM' 1 153 CLASS 8--2
<br />-_ __ - -- -- _. >, - - AS , - - - -- - - -- - - - -- __ - - -- - ___ - -- - - --
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<br />- A AND - NAPE PANELS SNOtJLD BE AV OI D ED.
<br />„, • ,' BE APPROXIMATELY SQUARE; ELONG TED L S 0
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<br />!K DRIVEWAYS AND S DE At,KS C N
<br />"r _ �' . 130 DRIVES AND WALKS WIDER THAN ABOUT 10 TO 12 ft. SHOULD HAVE A LONGITUDINAL JOINT DOWN T11E CENTER. SPACING
<br />r IN . N PATIO SHOULD NOT EXCEED 10 ft. IN EITHER DIRECTION IF POSSIBLE T }1E PANEL FORMED
<br />THE E TR Tl N JOINTS i
<br />�_ _ . OF E ONS UG © G
<br /># "I , . l N PATi 5 SHOUL BE APPROXIMATELY SQUARE.
<br />., . ,_ 8Y CONTRACTION JOINTS IN WALKS, UR VES A 0 0 S L .
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<br />ROOFING REQUIREMENTS I I 0 �f IEK fZ00F1NG RF C�UIK�MkN I S I: h )"
<br />VALLEYS Dri Ed e Shalt Be Provided at Eaves and Gables of Sh int to Roofs, and
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<br />.. O�reria ed a. Min imum of 2 inohes. Eave Drip Edges ShaII Extend 1 4 latc
<br />Valley
<br />Linings shalt be installed in Accordance with Manufacturers pp p g
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<br />f r App l ying A halt Shi ngles. Beto�r Shea thing and- Extend Back on the Roof o Minimum of 2 'inches. Drip !
<br />Inst Instructions be o e sp q
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<br />E ht ni i F n M inium f 12 on , nter.
<br />Ed e Sha t be Mec co t Fastened ed a ax o a
<br />Valle Linings of the Followin Types shalt be Permitted. q Y
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<br />1. For 0 en Valle ( lining exposed) Lined with Metal. . � x,''
<br />P Ys Y P ) fx
<br />. The Value Lin small be at least 16 Inches Wide and of ,
<br />�A(,� AMEN I"
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<br />any of the Corrosion Resistant Metals Listed Below: �-
<br />Y As haft Shm Les Shall be Secur to The Roof With Not Less Than Four . r �
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<br />Fasteners Per Stri Shin+ to or Two Fasteners Per individual Shin te. For - ,
<br />P . J g nl
<br />2. For Open Volleys Li ning of Two Piles of Mineral 5 4
<br />p Ys Y 9 Roofs Located Where The Basic 41nd S 'Speed Per Fi Figure 1646 is 110 rn h .
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<br />Surface Roll Roofin shat be e ed e
<br />ur ace o B or Greg � Special Methods � of Fcstenirt` are Required. . tlniess Other
<br />9 t.er, p d � -9 � �� 3
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<br />Layer shall be- 18 Inches and the To Layer a Minimum of 36 inches Wide. Attachment of Asp halt Shint les Shall Confor►n � ith ASTM D 3161 Modified .. . ...
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<br />t o-110 o r PA 10 -5.
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<br />3 For Closed Valle volle covered with shing V L r nin shoal be I , . > � - -,
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<br />One of the Followin 11 ...
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<br />1. Both Types 1 and 2 Above. Combined '
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<br />. One PI of Smooth Rail Raoiin at feast 36 (aches Wlde antd •
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<br />and Com ! h with ASTV 0 224 .��.. ____�.._ _- I„__..___ -L._'
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<br />Specialty nderta eat at least 3G Inches ode and Com i n I I I I 5 ; ° : �'
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<br />See Table 1507.3.9.2 to Florida Building Cade if Other Ma is Desired must Comply vrtth Table
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<br />Underla neat sha be a Minimum of t><ro !.a gins A lied as Follo�rg:
<br />Yr Y PP
<br />1040 "ll a.6
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<br />4 -o 4 - 4 -0
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<br />1. Startle of the Eave, A 19 Inch Stri of Underta rnent shalt be A lied Parallel with the Eave
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<br />Sufficiently
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<br />' the ve 36-Inch-Wide Strip of U eria eat Felt shall be Ap Overlap
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<br />Successive" Sheets 19 inch and. Fastened Sufficient( to Sto in Place.
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<br />R OOF OVERHANG COMPONENT AND CLADDING DES1
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<br />FA S l E N EFL S
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<br />0 ON NT nd CL 001 G ',MND LOADS FOR U D!N V� M
<br />C MP E a A N �t G WINO PRE5 ' RES FOR A BU Wi ME N Roo
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<br />Nails shalt be Corrosion Resistant Nails Conforrnmg to ASTM F 1667,
<br />1 100.0
<br />R` HEIGHT 3 FT CAT IN EXPOSURE B PSE
<br />A MEAN RO OF O , LO ED EX SU _
<br />( HEIGHT QE , O FEET LO IN EXPOSURE B NSF
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<br />i f n Clips. e C orrosion R ;� Lance s all meet 1.60 w. Ci
<br />Cl i p s shall be Corrosion` Rests a t C The C es s h
<br />P . FT. Acc r i t ASTM A 15 3 or an Eq ual Corrosion" Ros'stance b Coatin
<br />ER SQ o d gy . o q y 9
<br />Electro GaivaniLation, Stainless Steal, Nonfe(rous Metals
<br />and Alloys or other Suitable Corrosion Resistant Material.
<br />r Sta inle ss t
<br />Fosterers for "Asphalt Shingles shall be Galvan S.ta ess S
<br />r .
<br />1 I
<br />'n Nil Minimum 12 au 05 inch) Al� niinum or . C opp er er o f1 a s M u G e c
<br />u A Roof ,. t
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<br />Re ad f th Penetrate M I In Diameter Ffe a a L n top e
<br />Shank withF a n mum $ c m a e
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<br />n Inrm fn f 4 Inch t o the Roo
<br />Th the l2oafln Materials a d M u o 3 t
<br />q 9
<br />, , `'e ('e the Roof Sheathin is Less than 3 4' Inch Thick the Nails
<br />Sheathing. YVh 9 / .
<br />shall Penetrate Throe . h the Sheathing. 9
<br />STA - T
<br />Please be Advised that the Shingles used on this Project have to hove
<br />Passed M--OC PA 107-95 or ASTM D 3161. (mod(fied t , 110 M PH). i n
<br />Addition, These, Shingles are to be Manufactured to Meet and have been
<br />Tested and Found to be Compliance with ASTM D 3462. Manufacture to
<br />Send Note of Compliance. Some Shingles may Require more than 4 Nails
<br />See Manufactures Recomendation. .
<br />:WJN.O (M N -3 SE ONAS Gt)SF} ' . ,
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