3815 SHORE AVE 2020-05-20 - Laserfiche WebLink

P , ER wt "� e/f3 -663 Client: New West Development Date: 10/24/2018 Page 2 of 2 " �esig�-0 Project: Kennedy Residence Designer: Mark McLain Address 3815 Shore Ave.Everett,WA. Job Name: ccsaae-NewwestDevelopment-KennedyResidence Project#: CC8889 U18 2.0E Rigidlam LVL 5.250" X 11.875" Level:Level ?(r / 51'w E' ir6)1. , al- 1 Hole check, no repair required: f)v 2 5 6 P I!jjI .ii iii • 0 0 0 0 0 0 0 0 t • • 11 78„ U I / 1 D.Fir 2 D.Fir / 8,8„ 1 / /5 1/4" / 8,8„ / ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform Near Face 54 PLF 214 PLF 0 PLF 0 PLF 0 PLF 2 Point 0-0-0 Top 2318 lb 2500 lb 0 lb 0 lb 0 lb 3 Tapered Start 0-0-0 Top 63 PLF 0 PLF 0 PLF 0 PLF 0 PLF End 8-8-0 213 PLF 0 PLF 0 PLF 0 PLF 0 PLF 4 Tapered Start 0-0-0 Top 128 PLF 213 PLF 0 PLF 0 PLF 0 PLF End 1-7-9 128 PLF 213 PLF 0 PLF 0 PLF 0 PLF 5 Point 1-7-9 Top 411 lb 636 lb 0 lb 0 lb 0 lb 6 Point 8-2-8 Top 319 lb 483 lb 0 lb 0 lb 0 lb Self Weight 16 PLF Distance between holes: 2" 5" 2" 2" 11" 2" 6r, 2" 2" 1011 2" i i V V V 71 ! typ '''''14- art v '' Ifdr.�,,' ,►�{.,/ . ev. ''% I0 Ot 00 0 0 0 0 0 0 0 0 0 ' : . / 1 - "2 3 4 5 • 7 8 9 10 11 12 ` i 4" 61. 3" 3" 2" 3' _711 3.1 3.. 111. 3.. V:),<\'''.,, ,2- R' p� ealed ',y:. -:AlM 4 D j 125ly 52018 cf Spacing between holes are all Check comparable 6" dia. hole, okay except these two holes; see sheet 3 of 3 for design. holes okay, very low stresses Certification is to verify the joist/beam/truss to carry the loads shown and/or for repair design.The applied loads, dimensions,and field conditions info was provided by others. The loads and dimensions must be verified and approved for 8 the specific application by the project design professional. U 1 Sh. 2 of 3 Notes chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Cscade Capital Ponding 230 East F Street.WA. Calculated Structured Designs s responsible only of the Handling 8 Installation Roseburg Forest Products USA structural adequacy of this component based on the 1.LVL beams must not be cut or dnoed 4500 Riddle By-pass Rd 98421 design cntena and loadings shown. It is the 2_Refer to manufacturer's product information responsibility of the customer and/or the contractor to installationRiddle,OR 97469 (253)503-8097 "�. ensure est ning , een requirements,vale, and buttestrength (541)784-0005 - - application,and to venfy the dimensions and loads. approvals www.roseburg.com V Lumber 3.Damaged Beams must not be used APA:PR-L289,PR-L270,ICC-ES: 4.Design assumes top edge is laterally restrained I.Dry service conditions,unless noted otherwise 5.Provide lateral suppod at bearing points to avoid ESR•1210 2.Wt.not to be treated with fire retardant or corrosive lateral displacement and rotation This design is valid until 7/10/2021 Version 18.40.162 Powered by iStructr"