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REVIEWED BLD-BLD2021-0993+Structural_Analysis_or_Calculations+7.16.2021_3.20.06_PM+2305988$ T L RECEIVED 19011 Wood-Sno Road ANE, 9 72- 4100 36 Woodinville, WA 98072-4436 Jul 19 2021 Phone: (425) 814-8448 SAG NI?IsRlNG BLD2021-0993 Fax: (425) 821-2120 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT = .REVIEWED.!Structural Calculations BY CITY OF EDMONDS € BUILDING DEPARTMENT .........,.,.,.,.,.,.,.,.,.,................... For Lemieux Project Basement Remodel Edmonds, WA July 9, 2021 Prepared by Ryan Hartman Michael Corpus _ _—_--d[IEISJ7 it1111{3] anli[al II II BTL UINEEMNU MB-o i -A.1 prn:, M= k.ft V= L/qto = 29.7o" -(LL) L/240 =—T-qe" (TL) Elreq'd "'-- 2a� X10 6 1b.in 2 1 .2 MB- M= k.ft V = L/,q,go=— (LL) L/240= al,96'.' -(TL) Elreq'd = 191 X10 6 1b.in 2 1 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA 98072-4436 Phone: 425-814-8448 ,zi r � F4 IF TRIMMER POCKET STUD 6RZXP sno 6ROW T= MFR k7JI!a=-R 7 FOOTIN(5— NO Ir. Pax: 425-821-2120 POCKET M)2. TRIMMER STUD 6ROLIP )2K FF STUD &Rap HeR 19 TRL+-55 MFY R H&R- PQnOeT-� 1%� 9G POCKET I TRIMMER STUD Cmap STUD 6ROW H&R IFY TRIJ59 Mm POST- --Foov-b&� Proj ect: Project Number: Client: Designed By: — Date: Scale: Page: — BTL ENGINEERING MB-Oz D;w—e- �. M = r? - k.ft V L/k&., = ©., (I -I-) L/240 (TL) EIreq'd = I l x1061b.in2 qxq) TRIMMER POCKET STUD GROUP STUD GROUP T 3M 2 POST tFOOTIN6 MB-n M = k.ft N V = �. L/ (LL) L/ 240 = (TL) EIreq'd = x1061b.in2 3 l%k 10I t -- 67" -q-r, # TRIMMER o0►w aeras POCKET f 12x STUD GROUP { )sx STUD GROUP TRUSS MFR F OR �PDST FOOTIN6�OTHER 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA 98072-4436 Phone:425-814-8448 Fax:425-821-2120 POCKET ()2X 11 TRIMMER STUD GROUP- STUD 6ROUP H6R 6Y TRUSS MM HOR POST_ --FOOTIN6 ( )mac POCKET ()2x TRIMMER STUD 6ROUP STUD GROUP FkeiR H&R BY 7WO555 MMM OTHE POST FOOTINb Project: Designed By: Project Number: Client: Scale: Date: Page: b i9I F V H 7 t ® MEMBER REPORT PASSED Main Floor, MB-04 1 piece(s) 3 1/2" x 10 1/2" 24F-V4 DF Glulam Overall Length: 10' I 10' 1- D] All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal, ❑2 Design Results Actual 0 Location Allowed Result LOF Load: Combination (pattern) Member Reaction (Ibs) 6111 @ 9' 8" 6024 (4.25") Passed (101%) -- 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 4655 @ 8' 8" 6493 Passed (72%) 1.00 1.0 D + 1.0 L (All Spans) Pos Moment (Ft-Ibs) 11797 @ 6' 3/4" 12863 Passed (92%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.202 @ 5' 1 5/16" 0.239 Passed (1-1567) — 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.333 @ 5' 1 1/2" 1 0.477 Passed (L/344) — 1.0 D + 0.75 L + 0.75 S (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 9' 6 1/2". • The effects of positive or negative camber have not been accounted for when calculating deflection. • The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. • Applicable calculations are based on NDS. Supports. Bearing Length Lea elm to Suppotis (Ibis) Accessories Tout Available Required Dead Floor Uwe Snow Total 1 - Stud wall - HF 3.00" 3.00" 2.86" 1460 2596 646 4702 Blocking 2 - Stud wall - HF 5.50" 4.25" 1 4.31" 2462 3324 1660 7446 1 1/4" Rim Board • Rim $card is assumed to carry ali loads applied directly above it, bypsssEng the member being designed. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bra ding Intervals Comments Top Edge (Lu) 9' 11" o/c Bottom Edge (Lu) 9' 11" o/c -Maximum allowable bracing Intervals based on applied load. Vertical Leads 6oeednn (Side) Tributary Width Dead (0.20) Floor Uwe (1.40) Snow (1.15) Cornmerrts 0 - Self Weight (PLF) 0 to 9' 10 3/4" N/A 8.9 -- 1 - Uniform (PSF) 0 to 10' (Front) 12' 15.0 40.0 Default Load 2 - Uniform (PLF) 6' 6" to 10' (Front) N/A 90.0 - - 3 - Uniform (PSF) 6' 6" to 10' (Front) 7' 6" 12.0 25.0 4 - Point (lb) 6' 6" (Front) N/A 1212 160 1650 5 - Point (lb) 79" (Front) N/A 192 960 System : Floor Member Type : Flush Beam Building Use : Residential ntial b Building Code : IBC 2018 Design Methodology : ASD Weyerhaeuser Notes _ Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-Ilbrary. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Sob Notes Michael Corpus xxxxxx (111) 111.1111 michael.corpus@btleng.net Weyerhaeuser 7/9/2021 7:19:02 PM UTC ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: Lemieux 'P. ,VG BTL ENGINEERING MB- © s Mk.ft V L/1S6 = ©, og" (LL) L/240 = 15. /rs" (TL) EIreq'd = / -�-• x1061b.in2 = M = q.50 k.ft V= 2°8aIt- L/ -1go = ®.Ili" (LL) L/ 240 = 19.7-2-" (TL) EIreq'd = / X1061b.in2 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA 98072-4436 Phone: 425-814-8448 Fax: 425-821-2120 (6-,� 4 5'0 k �1�% F Ef a - 9_Ive F l # /, z# TRIMMER oOrN POCKET RI { 1�x STUD 6ROUP l ]7ac STUD &ROW H&R SY 7VXes MM -HOR �P05T FooTIN6 TRIMMER )2x POCKET )fix STUD GROUP ( )fix STUD GROUP }�R }irk MPR H6R T CFOOTINg POCKET T7ITYP m ( J?x STUD GROUP ( )7x STUD GROUP H6R H8R SY TRL*5 MFR POST �00•fltdb ( )2x POCKET ()Zx TRIMMER l lax STUD GROUP ( 7�x STUD GROUP �gy TRUSS MFR H6R PO3T� FOOTIN&� Project: Designed By: Project Number: Client: Scale: Date: Page: 5 BTL 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA98072-4436 Phone:425-814-8448 MUIN h. .KIN U Fax: 425-821-212C ` f L ...... .... -------- ................ . :. JJ.. ........ ............... ... . ................. ..... ........ ... .................... ..... . e Wo -.. � ................. .... ............ !tPx •=--...-.. .rlr? (I.r' '„��..=.. _;Y.... ,`r,� i�t -c)..................................... ,.... ....................... (P4, a��" Ste,' �•�- �i r n�r�,�r,� ...........................................¢.......................... ,.. .... Project: Designed By: Project Number: Client: Scale: Date: Page: C-��