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20-60
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2020
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20-60
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Last modified
3/2/2022 8:07:49 AM
Creation date
3/2/2022 8:07:47 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
20-60
Building Department - Name
PANZER,FRANCIS & EVELYN
Address
5202 16TH ST
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` Design'Pressure**: Fastener Spacing: <br /> -100.5 PSF 12"x 12"x 12"-@ 247 o.c. <br /> -151.75 PSF . _7"x 5"x 7"x 5"x 7"x5"@.127_o.c. <br /> Over PlywoodNon-Structural <br /> 36"wide roof panel 80ksi 1 W tall rib @12"o.c.thru fastened.Substrate:Min.15/32"APA plywood existing <br /> construction over one layer of asphalt shingle(optional)over 24"o.c.supports spacing,'/."min.penetration through plywood. <br /> FOR HVHZ 19/32"APA plywood new construction.Corrosion Resistant Compliant Fastener#9-15 x 1-1/2"Woodgrip w/sealing <br /> washer,or approved equal,h-14 x 7/8"lap screw w/sealing washer @ 24"o.c.in panel side lap.Valspar Fluropon paint coating <br /> (optional for metal panel) Installation per manufacturer's recommended details.Fire Barrier:W'"Dens Deck"or approved equal. <br /> 2:12 min.slope shall comply w/FBC 2017,Wh ed.For slopes less than 3:12,lap sealant must be used in panel side laps.USE RA5 <br /> 133 FOR HVHZ <br /> Design Pressure": Fastener Spacing. <br /> -60.5 PSF 12"x 12"x 12"@ 24"o.c. <br /> 154.75 PSF 7"x 5"x 7"x 5"x 7"x5"@ 12"o.c. <br /> FL 4525.7 Product-, e Over ••• •n-Structural Application N <br /> 36"wide roof panel 80ksi %"rib thru fastened. ,'/."min.penetration through plywood.Corrosion Resistant Compliant <br /> Fastener#94S x 1-1/2"HWH Woodgrip w/sealing washing or approved equal.Min.Slope shall comply with FBC 2017,6d'ed. <br /> For slopes less than 3:12,sealant must be used in side Laps..Substrate:Min.15/32"APA Plywood over 24"o.c.supports spacing <br /> Design Pressure": Fastener Spacing: <br /> .-84.25 PSF 9"x 9"x 9"x 9"@ 24"o.c. <br /> -146.0 PSF 6.5"x 2.5"x 6.5"x 2.5"x 6.5".x2.5"x6.S" .5"@ 12"o.c. <br /> FL 4515.8 Product: ° + U LTRA Rib Over 1x4 Wood. ' • Applfcation NOWKWIZ <br /> 36"wide roof panel 80 ks( %"rib thru fastened 1x4 SVP Wood Purlins over one layer of asphalt shingles(optional)over <br /> min.7/16"OSB or min.i5/32"APA Plywood over supports 24"o.c.max.spacing.Corrosion Resistant Compliant Fastener <br /> #10-16 x 1.5"HWH wood screw w/sealing washer.Additional fastening for Rib w/1x4s:Decking to be attached w/8D X 2-1/2" <br /> nails spaced 6"o.c.along perimeter and 12"o.c.at intermediate supports.Min.Slope shall comply with FBC 2017,Wh ed. <br /> Design Pressure••:. Fastener Spacing: <br /> -45 PSF C&2 o.c. <br /> Reference Data: -157.5 PSF @ 12"o.C. <br /> FORCE ENGINEERING&TESTING(TST-5328) #72-0314T-06 UL 580-941/1897-983(10061/20042)- <br /> FARABAUGH ENGINEERING&TESTING(TST-1654) #T1S8-07 TAS 300-95 <br /> FORCE ENGINEERING&TESTING(TST-5328) #72-0108T 07 TAS 125-03,UL SSO-941/1897-982(200611200V) <br /> FARABAUGH ENGINEERING&TESTING(TST-1654) #107-07 TAS 100-95 <br /> PRI CONSTRUCTION MATERIAL TECHNOLOGIES(TST-5878) #VLS404-02-01/VLS-OOS-02-01 TAS 110.00(ASTM G 155/ASTM B 1171 <br /> FORCE ENGINEERING&TESTING(TST-5328) #84-0239T-06 A-C TAS 125-03,UL 580-941/1897-982(20061/20042) <br /> FARABAUGH ENGINEERING&TESTING(TST-1654) NT126-07 TAS 100-95 <br /> FARABUAGH ENGINEERING&TESTING(TST-1654) #T270-08 TAS 10D.95 <br /> FORCE ENGINEERING&TESTING(TST-5328) #84-0239T-06 D-F TAS 125-03,UL 580-941/1897-981(20061/20042) <br /> FARABAUGH ENGINEERING&TESTING(TST-1654) #T128-07 TAS 100-95 <br /> FARABAUGH ENGINEERING&TESTING(TST-16S4) #T272-06 TAS 100-95 <br /> FORCE ENGINEERING&TESTING(TST-5328) #84-0239T-061-L TA5125-03,UL 590-941/1897-982(20061/I0042) <br /> FARABAUGH ENGINEERING&TESTING(TST-1654) #T329-07 TAS 100-95 <br /> FARABAUGH ENGINEERING&TESTING(TST-16S4) #T273-08 TAS 100-95 <br /> FORCE ENGINEERING&TESTING(TST-5328) #84-0239T-06 G-I TAS 125-03,UL 580-941/1897-982(20061/200421 <br /> FARABAUGH ENGINEERING&TESTING(TST-1654) #T132-07 TA5100-95 <br /> FARABAUGH ENGINEERING&TESTING(TST-1654) #T271-08 TAS 300-95 <br /> FORCE ENGINEERING&TESTING(TST-5328) #84-0239T-06 M&N UL 580-941/1897-982(20061/20042) <br /> FORCE ENGINEERING&TESTING(TST-5328) #84-0237T-09 C FM 4471-953 <br /> PRI CONSTRUCTION MATERIAL TECHNOLOGIES #FAE-019-02-01. UL 580-06/UL 1897-042 <br /> EQUIVALENCY. UL 580-941 IS EQUIVALENT TO UL SRO-06 TEST STANDARD. <br /> UL 1897-Mz IS EQUIVALENT TO U11897-12 TEST STANDARD. <br /> FM 4471-95 IS EQUIVALENT TO FM 4471-1992 TEST STANDARD. <br /> Certificate of Independence: •%IJminljr•• BQ f j.•• • <br /> Locke Bowden,P.E.does not have,not will acquire a financial interest in any cglhe�n�'piaeufaclnjinge.9r distributing products <br /> under this evaluation. ,��.v •• •0CE Ng 6 •• <br /> .Locke Bowden,P.E.is not owned,operated,or controlled by any company,Aanu;act er„p��l�s�ributing products under this <br /> s U. •1. 1 <br /> report. ` <br /> EN <br /> � �• STATE O� ���� <br /> NA:1.. E <br />
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