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20-1218
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2020
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20-1218
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Last modified
6/2/2022 12:54:18 PM
Creation date
6/1/2022 9:12:27 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
20-1218
Building Department - Name
CARIERA,JOSETTE
Address
37756 NEUKOM AVE
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Installation Instructions: Attachment Details <br /> .Table 1:Ailovuabte Pressures''? . <br /> - -- Allowable Pressuretz:(pai) <br /> Product Name Profile Thickness -NattB Sta� <br /> Additional Product Names . a pies' <br /> In <br /> ( ) 16!oc 12"oc '8"oc 16.,oc 8"oc <br /> Pro Pride - DL4.5 0.038 76 - - is 144. T 9 16q <br /> - - - - 64 <br /> 49 of,12"do into OSB <br /> DuraSpwi Proapan Premium D5 sheathing <br /> 0.040 <br /> (vertical application) Pioneer T4 37 psf,12"oc Into OSS <br /> -sheathing <br /> Fairfield Alpine Ridg9 or D4,DL4 g 044 120. — 170 78. -- <br /> - - <br /> Itldgevievv D5,DL5. 1 50 122 59 -- <br /> Sated Series ---- Beaded' ; <br /> - Lexington Series 0.044 74 <br /> Beaded Siding . . 6.5 <br /> Select Series Board. Lexington Series Board and: 0.048 50 — - 45 <br /> and Batten Board and Batten Batten <br /> Spiegel Drove or 04,OL4, - -- 108 . <br /> Harbour Crest Addison Helghts or DL4.5;,DS, 0.040 74 --- 174 1664 <br /> Savml•Ill DU,T3.33 !, <br /> _D4,DU 120 — :f 176 78 <br /> Bristol.Bay or <br /> Oak.Harbor 0.042 - <br /> Town Square - <br /> DUS,05, 59 -» 122 59 <br /> US _ - <br /> Cabin <br /> Timbermill Log <br /> Cabin Panel Board 0'042 .100 — <br /> (56,5) <br /> D4 100 — -- — — <br /> Timbermtll 0.042 -- - <br /> S7 - 72 132 - <br /> --Timbermill 57 psf,'10'od-into OSB - <br /> (vertical application).: - 05 0.042 — -- <br /> sheathing:. . <br /> 'Allowable pressure detemilned in accordance with ASTM D3679-11.Accordingly,allowable test pressures were calculated us'ing'the following equation:; <br /> DP=P/(0.36 x 1.5�,where Pr is the average static test pressure: <br /> x Allowable pressure applies to the siding only.The strength of the structural sheathing,framing,and the withdrawal strength of the specified corrredors in <br /> the structural framing must be designed In accordance with accepted-engineering practice by a registered design professional. <br /> ''Refer to Section 5.4 for fastener requirements and referenced test reports for additional details of histsitation. <br /> *Second value Is for Double Stapled it 16'oc. - j l l 1111 <br /> G E N.S.••;z0'S►' trca,Imm,306 Nt?aklandAv®' <br /> ti <br /> '• � i Nappanee,lndlana.46660 <br /> �► : i Englneerfag COA No.SM <br /> .`. *. No 63511 :*: nbsedown u,ae,nara.odrlodaeromenrienaw.aneaeam <br /> . �: • _ • r •p•tlSWYpmvWm aenln.7fino Eoaniint.Wil mtU•pmau•tl N•iry'r <br /> . • - • way to•peft aNyrdesip airy au tw apkis of &V rmtcmt&W <br /> Z....•• y w/ h•n§4 Sp•ct1MaE•dynad"ta sre EtwdooHbmlMomti6um pmhkd by . <br /> �. _ 7c ,"a- •i�il.= aia dbasiWmratt+evetModaMeAav"dtriau 6alHharNa. . <br /> ' r' ..d ' -i•"+w- ���MA nc.hrrot,e�ymrIDM krteDticeUan a'm•a,'m.tt@b. . <br /> . .apM•dtMlaena dowmtmb tuwl,aa,indfi•d,wbOtlaA•d or•m,M <br /> • + burry w•y,mntae Nr0.,lnc et(st4177a7ers to•hYein•tie aCY. <br /> ST E OF' - <br /> �,fi`• 10109117 <br /> IONA L.Iti��t� <br /> 1. <br />
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