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20-22739
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20-22739
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Last modified
5/20/2021 11:51:19 AM
Creation date
5/20/2021 11:51:18 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
20-22739
Building Department - Name
PANZER,FRANCIS W & EVELYN T REVO
Address
5434 5TH ST
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Design Pressure**: Fastener Spacing: <br /> -100.5 PSF 12"x 12"x 12"@ 24"o.c. <br /> -151.75 PSF ..... ---7".x 5"x 7"x 5"x 7"x5"@ 12"-o.c. <br /> Product:FL 4525.6 Over ... - <br /> 36"wide roof panel 80ks( -2 Ve"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#9-1S x 1-1/2"Woodgrip w/sealing <br /> washer,or approved equal,%-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 2017,6"'ed.For slopes less than 3:12,lap sealant must be used in panel side laps.USE RAS <br /> 133 FOR HVHZ <br /> Design Pressure**: Fastener Spacing: <br /> -60.S PSF 12"x 12"x 12"@ 24"o.c. <br /> 154.75 PSF 7"is 5"x 7"x 5"x 7"x5"@ 12"o.c. <br /> FL 4525.7 Product: 29GA ULTRA Rib Over Plywood Non-Structural Application NON-HVHZ <br /> 36"wide roof panel 80ksi K"rib thru fastened. ,%"min.penetration through plywood.Corrosion Resistant Compliant <br /> Fastener#9-15 x 1-1/2"HWH Woodgrip w/sealing washing or approved equal.Min.Slope shall comply with FBC 2017,6t'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 &S"x 2.5"X 6.5"X'2.5"X 6.5"x2.S"X6.5"x .5"@ 12"O.C. <br /> FL 4525.8 Product:29(3A ULTRA Rib Over NON-HVHZ <br /> 36"wide roof panel 80 ksi %"rib thru fastened 1x4 SYP Wood Purlins over one layer of asphalt shingles(optional)over <br /> min.7/16"OSS or min.1S/32"APA Plywood over supports 24"o.c.max.spacing.Corrosion Resistant Compliant Fastener <br /> #20-16 x 1.5"HWH wood screw w/sealing washer.Additional fastening for Rib w/1x4s:Decking to be attached w/8D X 2-2/2" <br /> nails spaced 6"o.c.along perimeter and 22"o.c.at intermediate supports.Min.Slope shall comply with FBC 2017,6'h ed. <br /> Design Pressure": Fastener Spacing: <br /> =45 PSF @mod' O.C. <br /> Reference Data: -157.S-PSF @ 12"O.C. <br /> FORCE ENGINEERING&TESTING(TST-5328) #72-0314T-06 UL 580-941/1897-491(20061-/20042) <br /> FARABAUGH ENGINEERING&TESTING(TST 16S4) #T158-07 TAS 100-95 <br /> FORCE ENGINEERING&TESTING(TST-5328) #72-0108T 07 TAS 125-03,UL 580-941/1897-982(20061/20042) <br /> FARABAUGH ENGINEERING&TESTING(TST-1654) #107-07 TAS 100-95 <br /> PRI CONSTRUCTION MATERIAL TECHNOLOGIES(TST-5878) #VLS4XI4-02-01/VLS-005-02-01 TAS 110-00(ASTM G 1551 ASTM B 117) <br /> FORCE ENGINEERING&TESTING(TST-5328) #84-0239T-06 A-C TAS 125-03,UL 580-941/2897-982(20061/20042) <br /> FARABAUGH ENGINEERING&TESTING(TST-1654) #T126.07 TAS 100-9S <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 580-94111897-982(20061/20042) <br /> FARABAUGH ENGINEERING&TESTING(TST-1654) #T328-07 TAS 100.9S <br /> FARABAUGH ENGINEERING&TESTING(TST-16S4) #T272-09 TAS 100-95 <br /> FORCE ENGINEERING&TESTING(TST-5328) #84-0239T-061-1. TAS 125-03,UL SW941/1897-992(20061/200421 <br /> FARABAUGH ENGINEERING&TESTING(TST-1654) #T129-07 TAS 100.95 <br /> FARABAUGH ENGINEERING&TESTING(TST-16S4) #T273-08 TAS 300-95 <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 TAS 100-95 <br /> FARABAUGH ENGINEERING&TESTING(TST-16S4) #T271-08 TAS 100-95 <br /> FORCE ENGINEERING&TESTING(TST-5328) #84-0239T-06 M&N UL 580441/1897-982(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 SM941 IS EQUIVALENT TO UL So-"TESTSTANDARD. <br /> UL 1897-042 IS EQUIVALENT TO UL 1897-12 TEST STANDARD. <br /> FM 4471-9S IS EQUIVALENT TO FM 4471-1992 TEST STANDARD. <br /> Certificate of Independence: o•'g1{�i l�Q'r'.,,� <br /> Locke Bowden,P.E.does not have,not will acquire a financial Interest in any cgfhq n puwuiactbjiIII r distributing products <br /> -, <br /> under this evaluation. 4;�- * •4�CENSr •, -,:,%� <br /> Locke Bowden,P.E.is not owned,operated,or controlled by any company,Man Wact per,.o . sributing products under this <br /> ID <br /> report. _ •? <br /> al <br /> STATE 0� <br /> oA . Z <br /> �r�f�::lll{1►1•� <br />
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