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19-21584
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19-21584
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Last modified
4/26/2020 9:25:34 AM
Creation date
4/15/2020 9:27:13 AM
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Building Department
Company Name
GRAND HORIZONS
Building Department - Doc Type
Permit
Permit #
19-21584
Building Department - Name
RONAN SR,JEFFREY & HAZARD,LIND
Address
37048 NEUKOM AVE
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.Installation Instructions: Attachment Details <br /> Table 1:Allowable Pressures 1,2 <br /> Allowable Pressure'-2(psf) <br /> Additional Product Typical <br /> Product Name Names Profile Thickness Nails' Staples' <br /> (in.) <br /> 16"cc 12"cc 8"cc 16"oc 8"cc <br /> Pro Pride DL4.5 0.038 76 144 69 160 <br /> 1 <br /> D5 49 psf,12"cc into OSB <br /> DuraSpan Prospan Premium sheathing <br /> (vertical application) Pioneer T4 0.040 37 psf, 12"cc into OSB <br /> sheathing <br /> Fairfield Alpine Ridge or D4,DL4 0.044 120 — 170 78 <br /> Ridgeview p5�DL5 69 — 122 59 <br /> Select Series Beaded <br /> Beaded Siding Lexington Series 6.5 0.044 74 — — — <br /> Select Series Board Lexington Series Board and 0.048 50 — — 45 <br /> and Batten Board and Batten Batten <br /> Spiegel Grove or D4,DL4, 108 <br /> Harbour Crest Addison Heights or DL4.5,D5, 0.040 74 — 174 1654 <br /> sawmill DL5,T3.33 <br /> D4,DL4 120 — 170 78 <br /> Oak Harbor Bristol Bay or 0.042 <br /> Town Square DL4.5,D5, 59 — 122 59 <br /> DL5 <br /> Timbermill Log Cabin <br /> Cabin Panel Board 0.042 100 — — <br /> (S6.5) <br /> D4 100 — — <br /> Timbermili 0.042 <br /> S7 - 72 132 <br /> Timbermill D5 0.042 57 psf,10"cc into OS13 <br /> (vertical application) sheathing <br /> I Allowable pressure determined in accordance with ASTM D3679-1 1. Accordingly,allowabie test pressures were calculated usingj the following equation: <br /> D, =P,/(0.3 6 x 1.5),where A Is the average static test pressure. <br /> 2 Allowable pressure applies to the siding only.The strength of the structural sheathing,framing,and the withdrawal strength of the specified connectors in <br /> the structural framing must be designed in accordance with accepted engineering practice by a registered design professional. <br /> 3 Refer to Section 6.4 for fastener requirements and referenced test reports for additional details of installation. <br /> Second value Is for Double Stapled at 16"cc. 1111111111j),111 <br /> E IV <br /> NTA,Inc.,305 N Oakland Ave <br /> Nappanee,Indiana 46660 <br /> Engineering COA No.8463 <br /> No 63511 <br /> These documnis eas SWIcable only to the Blemnft aW lwdhg afteria <br /> specifadY Provided herein.These docuffmaft sh24 mat it construed In any <br /> • .8y tee PaUiY.oemy or dpp arryaspeUa of am hsiftq Mi,.Wfte,! <br /> herein. ad the die.1 and most be�.Md end Approved by ft I.Wuah.ft having <br /> 416 NTAt�i$nW-p.AlbWfwt�bication".m.U.n.tMis <br /> susperted that these documents have been mo&fwd,v�Wmed or Oared <br /> S MOF • merry.4y,cotd NTA,h.ed(674)TMM5 to abWh.We copy. <br /> 10109117 <br /> %1101VAL <br />
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