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Specifications (2) 44S �( �- � f 7 !�! Sc,) t�l�� l + 17 COPY 9 RECEIVEDE COY MAR812016- Structural En�lnssrs CT E f 1 G I N E E R I Ii G CITY OF TIGAi�6a Nickerson Street snite 302 3enttle, wa 98109 arc. BUILDING DNISION 206.285.4512 (v) 206.265.0618 (F) #15238 City - rgarc, Supplemental Structural Calculations �Pn`!Jv r! play,,, As) PROs/ {' J ) River Terrace /yeN • Plan 3413 :4 RE • Elevation B tv ' Tigard, OR 51 22 REVISION o,:�,\ Design Criteria: 2012 IBC (ORSC, OSSC) ASCE 7-10 Wind Speed: 120(ULT); 93(ASD); Kzt=1 .0 Seismic: Ss=0.972, S1 =0.423, SDC=D Roof Snow Load = 25 psf Site Class = D, Bearing = 2000 psf Client: Polygon Northwest Company 109 East 13th Street, Suite 200 Vancouver, WA 98660-3229 Ph: 360.695.7700 Fax: 360.693.4442 Architect: Milbrandt Architects 25 Central Way, Suite 210 Kirkland, WA 98033 P h: 425.454.7130 Fax: 425.646.0945 • \ A . 4e lir6X6 f 6X6 — � }iDR 6x3.2m s a wB.L3 N6 N O 1p�N Q ce4 • STH014 0 59.0 D1. 2x LEDGER ST D1 4X10 HDR 2)2. ...0,: �.. / .P,1 � r---, = bl _ �_ 1 8.1rr ----11 I 1 • -- I I (iJKING S1D•--- �- o•n II ( 4 W✓ TRI 9TU, 1 _ � li I ��1 EACH SI1E M . _, --1 I I 1 I MAIN LEVEL SHEAR WALLS Plan 3413B(R) UPPER LEVEL FLOOR FRAMING 1/4".1'-0" AMERICAN MODERN-Optional Roof at Patio ,49 PATIO WIDTH VARIES PER LOT 1 1 1 1 , w o Patio m 3'1- " Y-11 - I . 9" 4-9" t t o I I > n 6-0 510 f 2-6 5-U SH I 6-0 9I -0 SL W.. o1 �..».. »._.»».r I I F I 1 12 a I I D2 m % Plan 3413B(R) MAIN LEVEL PLAN 1/e-1'-0" AMERICAN MODERN-Optional Roof at Patio • PATIO WIDTH VARIES PER LOT t�F tftil 6�N6x6 PT T 4__ Pj POST m1 THICKENED J0 SLAB EDGE W 0 io 31" CONC. SLABle v, m P3_ al UmimirP' , + •---- -1_ 14-11111Z —N,.. ��• - TMD 1, ® --11..1 l S wI I 1 —2-2114.. I I �I Plan 3413B(R) FOUNDATION PLAN 1/4".,1'-0" AMERICAN MODERN-Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.:1503 BULLETIN DATE: 03-15-16 SCALE: 1/4" = 1'-0" PAGE: PREPARED BY: Alexia Fukui REF. SHEETS: A3. A6. A7 MA-10 This bulletin B a stand-alone document Referenced sheets parted at online plan center have NOT been updated typically. • •' Title: Job# I Dsgnr Date: 4:10PM, 15 MAR 16 Description: Scope: Ren. 560006 Timber Beam &Joist Page 11 Us9.3-2ENERCALC Engine1-Deo-2003Software 15238_3413_5_optecw.Caladations _(c)1983-2003 ENERCALC Enpinserinp Description 15238-3413B-Top Floor Beams _Timber Member Information :ode Ref:1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Base allowables are user defined il B.b1 B.b2 B.b3 Timber Section 2-2x10 4x10 8x12 Beam Width in 3.000 3.500 5.500 Beam Depth in 9.250 9.250 11.500 Le:Unbraced Length 0.00 0.00 0.00 Timber Grade Nen Rr,No.2 Douglas Rr- Douglas Rr- Lardn,No.2 Larch,No.2 Fb-Basic Allow psi 850.0 900.0 900.0 Fv-Basic Allow psi 150.0 180.0 180.0 Elastic Modulus ksi 1,300.0 1,600.0 1,600.0 Load Duration Factor 1.000 1.150 1.150 Member Type Sawn Sawn Sawn Repetitive Status No No No Center Span Data Span ft 2.50 6.00 14.75 Dead Load #/ft 260.00 260.00 75.00 Live Load #/ft 597.50 597.50 125.00 Dead Load #/ft 78.80 78.80 Live Load #1ft 131.30 131.30 Start ft End ft Results Ratio= 0.2502 0.9300 0.5202 Mmax 0 Center in-k 10.01 57.65 65.27 (42 X= ft 1.25 3.00 7.37 fb:Actual psi 234.0 1,155.1 538.4 Fb:Allowable psi 935.0 1,242.0 1,035.0 Penang OK Bending OK Bending OK fv:Actual psi 27.7 110.4 30.5 Fv:Allowable psi 150.0 207.0 207.0 Shear OK Shear OK Shear OK ` Reactions 1 (41 Left End DL lbs 423.50 1,016.40 553.12 LL lbs 911.00 2,186.40 921.87 Max.DL+LL lbs 1,334.50 3,202.80 1,475.00 ©Right End DL lbs 423.50 1,016.40 553.12 LL lbs 911.00 2,186.40 921.87 Max.DL+LL lbs 1,334.50 3,202.80 1,475.00 _Deflections Ratio OK Deflection OK Deflection OK Center DL Deft in -0.001 -0.027 -0.072 L/Defl Ratio 25,915.2 2,691.8 2,471.5 Center LL Defl in -0.002 -0.058 -0.119 L/Defl Ratio 12,047.3 1,251.4 1,482.9 Center Total Dell in -0.004 -0.084 -0.191 Location ft 1.250 3.000 7.375 L/Defl Ratio 8,224.1 854.2 926.8 App. • a OFFICE COPY k REVISION 16'-6" 153 square feet of sheathing 11 _1 , m . , , 0 - / / - 0 3 : 12 0 ti CL: CI—: ti 1 J:L _J_=l 1I CJ a I:L : L 2X LEDGER AT BOTTOM CHORD USE MUS26 HANGERS EXTEND T.CHORD 1.55 ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 03/16/16 PLACEMENTTRUSS CALCULATIONS A TONLY REFER ENGINEERED STRUCTURAL M PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER \I. umber INFORMATION.BUILDING NRT LOT 18 PATIO COVER DESIONSIBLE FORAL RD RESPONSIBLE ALL NON-TRUSS PLAN: DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING I CHECKED BY: DER VIEW ANDI IAPPROVE OF ARD TO & TRUSS ` COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. ‘ LOT 18 NRT 1/4"= 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.