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Installation: Instructions: Attachmment Details <br /> Table 1:Allowable Pressures1.z <br /> Allowable Pressure'-2(psi). <br /> Additional Product Typical <br /> Product Name Names Profile. Thickness Nails Staples' <br /> (In.) <br /> 16"oc 12"oc 8"oc 16"oc 8'oc <br /> Pro Pride.' DL4.5. 0.038. 76 144 69 <br /> 794 . 160 <br /> 49 psf,12"oc into OSB _ <br /> DuraSpan Prospan Premium D5 sheathing — <br /> (vertical application) 0.040" Piooecr T4 37 psf,12"oc into OSB <br /> sheathing - <br /> Alpine Ridge or D4,DU 120 — 170 78 <br /> Fairfield 0.044 <br /> Ridgeplow. <br /> D5,.DL5 59 — 122 59 — <br /> Select,Series Beaded. <br /> Lexington Series OA44 .74 <br /> Beaded Siding 6.5 — -. <br /> Select Series Board Lexington Series Board and 0.048 5.0 — — 45 and Batten, Board and Batten Batten <br /> Spiegel Grove or D4,DL4, 08 — <br /> Harbour Crest Addison Heights or DL4.5;D51-. 0.040 74 174 . <br /> 11 08 <br /> Sawmill DL5,T3:33 <br /> 04,DU 120 — 170 78 — <br /> Bristol Bay or <br /> Oak Harbor 0.042 <br /> Town Square DL4.5,.D5, <br /> DI-559 — 122 59 — <br /> Timbermill Log Cabin <br /> Cabin Panel '— Board 0.042 9o0 — — — — <br /> (S6.5) <br /> D4 100 — — <br /> Timbermill 0.042 <br /> S7 72 — 132 — - <br /> Timbermill 57 psf,10"oc into.OSB <br /> (Vertical application) - D5 0.042 sheathing — <br /> Allowable pressure determined in accordance with ASTM D3679-11. Accordingly,allowable test pressures were calculated using the following equation: <br /> D, =P/(0.36 x 1.5)r where Pt 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 specked connectors in <br /> the structural framing rnust be designed in accordance with accepted engineering practice by a registered design professional. <br /> 3 Refer to Section 5.4 for fastener requirements and referenced test reports for additional details of installation. <br /> 4,Second value is for Double Stapled at 16"oc. ,`,l►1 1 111!!!�� <br /> `�.�`;�,•J.:..TOGA <br /> `� .° • •C E iv S •°•®�ii NTA,Inc.,305 N Oakland Ave <br /> ` ��' ti �` ••�- Nappanee,Indiana 46660 <br /> Engineering 60A No.8463 <br /> 1 No 63511 e = These domnents are applicable only to the elements and loading orifeda <br /> 7� ° epecifiwlly provided herein.These documents shall not be construed in any <br /> • �_ wre to s° y pacify,eertiy or design any aspects of the budding not contained <br /> } herein.Spewed design criteria are based solely on Information provided by <br /> • "' • the client and must he vertfied and approved by the local authority having- <br /> •� irk L jurisdiction.NTA,Inc.Is not responsible for fabrication or erection.If d is <br /> •� - ° ! suspected that these dents have been modified,subeftled or altered <br /> ST E OF ;_ to e ry way,mntact NT&Inc at(574)77e-7976 to ablaln a file copy. <br /> �•,• 10109117 •�.� <br /> •i tr < O R 1 ID p' •(y �• <br />