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2005 - P08369 - new structure
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1005 Willow View Drive - 28-118-23-41-0006
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2005 - P08369 - new structure
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Last modified
8/22/2023 4:24:55 PM
Creation date
2/18/2020 11:50:45 AM
Metadata
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Template:
x Address Old
House Number
1005
Street Name
Willow View
Street Type
Drive
Address
1005 Willow View Drive
Document Type
Permits/Inspections
PIN
2811823410006
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3 Pcs of*I :/4r x 4" 2.0E Parana PSL <br /> FJ-e gliie)6.05 At„mrim <br /> User:2 13/10/03 11:30:49 AM <br /> Pagel Engine V- 4 1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> SI <br /> � ISTEDrONrR S FOR THE APPLICATION AND LOAD., <br /> !Ll.I <br /> Membei :4112 Roof Siope 12 <br /> 4. f <br /> 19' <br /> Ali dimensions are horizon. Product Diags-an is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary toad Vtfidth:1' <br /> Primary Load Group-Roof(psi):40.0 Live at 125%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> tiniform(pti) Roof(1.25) 3600 135.0 0 To 3'3" Adds To <br /> Uniformfplt) Roof(9.25) 350.0 135.0 15 9"To 19` Addis To <br /> Uniforrn(pif) Roof(1.251 80.0 30.0 3`3"To-15 9' Antis T o <br /> Point(lbs) Roof(1.25) 0 6932 3'3" - <br /> Pooinkibs) Roo(125) 0 8932 15'9" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions Ohs) Detail Other <br /> Width Length !iveiDeaditi prdVrotal <br /> t W,oct column 525' 525 20501791910/9969 L5 None <br /> 2 Wood column 5.25" 5.25" 2050/7919/0/9969 L5 None <br /> -See Ti SPcC+FIER'S!Pi IP RS GUIDE for d; (s):+_5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shier fIbsJ 9790 -7641 127789 Pass...d(&72%) cR. .wIti Spic I under Deas loading <br /> Moment(Ft-Lbs) c". 3 Passed(66%) MU)Span? under Da3td i irg <br /> Live Load Dear(in) O_174 0_613 Paste(U999+) IMC Span 9 under Roof loading <br /> Total Load Def.!fin) (1 0919 Pfd(L 0461„ lir;Span I u nd; Roof p„edrng <br /> -Dehion enteric:STANDARD(1) r36},TL:LP40). <br /> -Bracing(!u):All compression on edges(top and bottom)must be braced at 2'8"e%imless detailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member tabRity. <br /> -Design assumes adequate continuous latesat support of the=repression edge. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY NICKELSON <br /> DFP PLANNING&DESIGN <br /> 910D BALTIMORE ST <br /> BLAINE,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> DFPPLANNINGDES;G @VI I.COM <br /> Copir i-yut £2002 Ly - '..__c awe er.;aegis.=.- rens <br /> iZ <br /> Paraams is s registered trademark of7res Joist. <br />
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