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REVIEWED BLD BLD2021-1063+Structural_Analysis_or_Calculations+8.1.2021_12.33.34_AM+2332320JOB # 21 063 RECEIVED - - Aug 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES BLD2021-1063 DEPARTMENT STRUCTURAL COMPUTATIONS FOR VAN A USDA L RESIDENCE REMODEL 529 HOLLY DRIVE EDMONDS, WASHINGTON 98020 JULY 22, 2021 BY: SABCO CONSULTING ENGINEERS INC. 1 1 322 34TH. DRIVE S.E. EVERETT, WASHINGTON TEL: (425) 33B-0342 JOB # 21063 DESIGN CRITERIA: CODE: ---------------------------------- 20 1 8 I B C WIND: --------------------------------- 1 1 0 M P H ,(3 SEC. GUST) EXPOSURE"C" SEISMIC: ------------------------------ RISK CATEGORY 11 ROOF SNOW LOAD: ---------------- 25 P S F ROOF DEAD LOAD: --------------- 1 5 P S F FLOOR DEAD LOAD: ------------- 15 P S F INDEX TO CALCULATIONS: GENERAL: ------------------ G 1 - G 2 LATERAL:-------------------- L 1 - L4 FRAM I N G:------------------ B 1 - B 2 5A9G0 JOB: Y("r'J Pi'50aL-P`{f0c54ce Q4ot),rL 1 1322 34TH. DRIVE S.E. EVERETT, WASHINGTON 98208 TEL (425) 338 0342 )(I 'l. U SUBJECT: r h T t,+1- 1"4 7c2/} L DATE: JOBM �0 BY KYS SHEET* L 1 &-y JOB: ��1C CEO C�©(n SUL�,TONG EN(GONEERS ONQ SUBJE CT: 11322 34TH. DRIVE S.E. EVERET . WASHINGTON 9820E ` TEL (428) 338 0342 DATE: 7✓ f q a (� 2 Z :! BY KYS JOB#: A rr JOB: 'VA )-i Aj 59AL. RZ,S. IZem�Q`L SQDCD COO NSUL` WO E 1NGIINEERSS M. SUBJECT: PAS —� I A C, i�g L 1 132234TH. DRIVE S.E. _ EVERETT, WASHINGTON 98208 DATE: 7�2 % BY KYS TEL (425) 338 0342 JOB#:� 6 i SHEET # L -3 SABCO CONSULMNO ENGENEERS MC. 1 1322 34TH. DRIVE S.E. EVERETT, WASHINGTON 98208 TEL (425) 338 0342 JOB: j "DAL- PLS - f-2 e AA -.3 P re- ().r-roq-L c- SUBJECT: VLt I v- -r,.% 14 tLf.�- m I DATE: 1 J f221 BY KYS JOB#: :21,2 er3 SHEET# SABCO CONSULTING ENGINEERS INC. 11322 34TH DRIVE SE EVERETT, WASHINGTON 98208 Title: VAN AUSDAL RESIDENCE REMODEL Job # 21063 Dsgnr: KHALED SABRA,ME,PE Date: 9:01AM, 19 JUL 21 Description: DESIGN MEETS THE 2015 IBC STANDARDS AND SPECIFICATIONS Scope : FRAMING AT REMODEL user KW-0605036, Ver5.8.0, 1-Dec-2003 General Timber Beam (c)1983-2003 ENERCALC Engineering Software Description HEADER AT NEW 6 FEET SLIDING DOOR Page 1 beams.ecw: Calculations LGeneral Information 'uiG .. ,. ..tw.w:.zti...- .. .. ,� �ase allowables are user defined t' .... i.:..:.itl( sn..:Y..L .w•,.s .-. ...n:sXt Section Name 4x8 i:;Y..a�.' V .`e.us«. ., Center Span .wws...]�..w.a.��fSY�.-G 6.50 ft .....Lu ... ....�_o..t.._t_e,.....�u_.....o-..-..uA,i...s w.i 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 7.250 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn DF#2 Fb Base Allow 900.0 psi Load Dur. Factor 1,150 Fv Allow 180.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi E 1,600.0 ksi Full Uniform Loads ^ Center DL 218.00 #/ftd LL 363.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 6.5011, Beam Width = 3.500in x Depth = 7.25in, Ends are Pin -Pin Max Stress Ratio 0.893 : 1 Maximum Moment 3.1 k-ft Maximum Shear * 1.5 2.8 k Allowable 3.4 k-ft Allowable 5.3 k Max. Positive Moment 3.07 k-ft at 3.250 ft Shear: @ Left 1.89 k Max. Negative Moment 0.00 k-ft at 6.500 ft @ Right 1.89 k Max @ Left Support 0.00 k-ft Camber: @ Left 0.000in Max @ Right Support 0.00 k-ft @ Center 0.074in Max. M allow 3.44 Reactions... @ Right 0.000in fb 1,200.88 psi fv 111.62 psi Left DL 0.71 k Max 1.89 k Fb 1,345.50 psi Fv 207.00 psi Right DL 0.71 k Max 1.89 k Deflections Center Span... Dead Load Total Load Left Cantilever... ueaa Loaa I otal Loaa Deflection -0.049 in -0.131 in Deflection 0.000 in 0.000 in ...Location 3.250 ft 3.250 ft ...Length/Deft 0.0 0.0 ...Length/Deft 1,584.3 594.45 Right Cantilever... Camber ( using 1.6 * D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.074 in ...Length/Deft 0.0 0.0 @ Left 0.000 in @ Right 0.000 in SABCO CONSULTING ENGINEERS INC. 11322 34TH DRIVE SE EVERETT, WASHINGTON 98208 User. KW-0805036, Ver 5.8.0, (c)1983-2003 ENERCALC Eng Description Title: VAN AUSDAL RESIDENCE REMODEL Job # 21063 Dsgnr: KHALED SABRA,ME,PE Date: 9:01AM, 19 JUL 21 �(L� Description: DESIGN MEETS THE 2015 IBC STANDARDS AND ��JJ SPECIFICATIONS Scope : FRAMING AT REMODEL ----..-. - .. --- .. -- 1-Dec-2003 General Timber Beam inearing Software HEADER AT NEW 6 FEET SLIDING DOOR Page 2 beams ecw Calculation. I I', I', r I I I I I I 1 I I! '��1•� = I II