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Specifications (2)
. -5 up2Z _c etCZ 1073o s v∎/ iSo,q-ve_ R AUG 262010 C f GARD I��! � Y t : 7..rl M I L L E R BUILDING DIVISION CONSULTING ENGINEERS STRUCTURAL CALCULATIONS Ceiling panel support at Westgate Baptist Church 12930 SW Scholls Ferry Rd., Tigard, Oregon Westgate Baptist Church August 20, 2010 Project No. 100684 5 pages Principal Checked: OFAr THESE CALL 0 1P 7 s "f , VOID IF SEAL viteo •r7 '° 0 1‘4449 • F., e, AND SIGNA ' + T ORIGINAL WIRES: 12- -200 * ** LIMITATIONS * ** ENGINEER WAS RETAINED IN A LIMITED CAPACITY FOR THIS PROJECT. DESIGN IS BASED UPON INFORMATION PROVIDED BY THE CLIENT, WHO IS SOLELY RESPONSIBLE FOR ACCURACY OF SAME. NO RESPONSIBILITY AND / OR LIABILITY IS ASSUMED BY, OR IS TO BE ASSIGNED TO THE ENGINEER FOR ITEMS BEYOND THAT SHOWN ON THESE SHEETS. 9570 SW BARBUR, #100 PORTLAND, OR 97219 PHONE (503) 246 -1250 FAX (503) 246 -1395 9570 SW Barbur Blvd . Suite 100 Portland. Oregon 97219 -5412 Phone (503) 246 -1250 Fax (503) 246 -1395 www millerengrs corn American Consulting 44 Engineers Council Building Code: 2010 Oregon Structural Specialty Code Soils Report: No Soils Report by: N/A. Dated: N/A Soil Bearing: 1500 PSF Retaining Walls: No • Equivalent Fluid Pressure (active): N/A PCF Passive bearing: N/A PCF Friction: N/A Structural System: Building Structure Vertical System: Lateral Sys: Element Ceiling - -- -- Load - Type - -- -- —Dead - ----- Basic Design Value (PSF) 5 Loads: Load Type Value (PSF) Deflection Criteria Lateral Design Parameters: Wind Design: N/A N/A MPH Exposure N/A Importance Factors l = -1.00 IE = 1.00 I = 1.00 I, = 1.00 Occupancy Cat: II (wind) (seismic) (snow) (ice) (Iw = 1.0 with wind concurrent with ice) . Seismic Design Seismic Design Parameters based on USGS Seismic Hazard Curves for: Conterminous 48 States 2006 International Building Code 2% PE in 50 years, 0 2 sec SA = Ss Latitude = 45.4422392 2% PE in 50 years, 1.0 sec SA = S1 Longitude = - 122.8099099 Spectral Response Accelerations Ss and S1 (Site class B parameters are indicated on this page, for actual site class Ss and S1 = Mapped Spectral Acceleration Values used in design, refer to seismic design summary) Site Class B- Fa = 1.0,Fv =1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 0.931 (Ss, Site Class B) 1.0 0.338 (S1, Site Class B) Design Summary: . These structural calculations cover the lateral bracing of a new acoustical tile metal suspension grid system into an existing building. The existing roof structure is not reviewed under this scope of work. Also the structural review of the ceiling system is not part of this calculation package, for more Information reference ICC -ES evaluation report ESR -1308. • ® 9570 SW Barbur Blvd Project Name: Ceiling panel support at Westgate Baptist Church Project #: 100684 � Suite One Hundred Portland, OR 97219 Location: 12930 SW Scholls Ferry Rd., Tigard, Oregon MILLER (503)246 -1250 Client: Westgate Baptist Church Consulting FAX: 246 -1395 �A vim Engineers BY: JS Ck'd: /_ / Date: 08/20/10 Page 1 of S • • • SEISMIC: IBC LOADING USING ALLOWABLE STRESS DESIGN Elements of Structures, Nonstructural Components, and Equipment Supported by Structures Copyright © 2007, Miler Consulting Engineers, Inc. Site Class D IBC 2006 Table 1613.5.2, pg 303 Seismic Design Category D IBC 2006 Table 1613.5.6(1), pg 306 • Occupancy Use Category II IBC 2006 Sec 1604.5, pg 281 S = _ __ 9_3.10% IBC 2006 Figure 1613.5(1), pg 308 -325 (0.2 sec response) Fa= 1.13 y _ IBC 2006 Table 1613.5.3(1), pg 304 (linear interpolation is used) SMS = 1.05 IBC 2006 eqn. 16-37, pg 303 SDS = 0.70 IBC 2006 eqn. 16-39, pg 304 IE= • - 1:00 ASCE 7 Section 13.1 3, pg 143 aP j 10 • ASCE 7 Table 13 5.1, pg 146 Rp -- - : 2.50 —;• ASCE 7 Table 13.5-1, pg 146 z (ft)= ! -10 Component attachment elevation w/ respect to grade h (ft)= 13 . Stricture roof elevation with respect to grade F 0.284 • Wp ASCE 7 Eq. 13.3 -1, pg 144 OR 1.120 • Wp . ASCE 7 Eq. 13.3 -2, pg 144 Not less than 0.210 ' Wp ASCE 7 Eq. 13.3 -3, pg 144 F 0.284 * Wp 0.2S = 0.140 • Wp ASCE 7 Section 13.3.1, pg 145 (Vertical Earthquake Load) H tc.K A AvcNoR e I al -o o,C, E A-c.N- Lc/ 4y MA-r. GE 2- IJG. LOU 5 p z-c- O.L. - (& = ( 5 r. ► a t (t 5 e 72_6 # Co I l ox 7 ,10 = 1 o 1 - V £p..T sEasA2c 9570 SW Barbur Blvd Project Name Ceiling panel support at Westgate Baptist F p o urq t # 100684 Suite One Hundred Portland, OR 97219 -5412 Location 12930 SW Scholls Ferry Rd., Tigard, Oregon MILLER Client Westgate Baptist Church CONSULTING (503)246 -1250 ENGINEERS Fax: 246 -1395 By JS Ck'd e - Date 8/20/10 Page V- of S AcoosTl -c TL. C. L .4T� -tz#L 1,q�c Nc_. • - -- — - X:: ® L PN I I Cp0' i , , 'i c..... -- (P-0 I-1.V) = ? .4; 1-1.,(1-SO4/ g = (R-0 4 x TA i✓ 14 s°) t 1 o I = 3 o s$ c,om pR I. i = t c 3 Clots Pk. T,,, (U. ( oG )2C—i4-Y.3 G k5) = 3 l 8 1 4. 1 - G- Cu 2 R& . O1-, I ()S F 12 G- S ' t� L/c y Cv 1- R_ tr S A- 11- -c; o. c. LAGS L,v.4'f ALovc- 6A C-14- 0-c -- 1F --cov12.. p Ld." �jz -26.c r A41,1_6,ti LtJ'L t t♦ C P--05.3/ /Vl A-zN R (> NN E. � M C 4A- ER-S, I ' . ' "oi U p LL -t o \ - G . C; " _0-o4- # x 72) 0 .6.7 1) = Ii c, # Uet.2 -r ® t -Sr R, ( C , ps- �( 1 � `- o C_1,S5 = 1 5Ca" ■.g.'- LoA-t. . a 4 9570 SW Barbur Blvd Ceiling panel support at Westgate Baptist Church 100684 Suite One Hundred Project Name Location Project # ® Portland, OR 97219 5412 12930 SW Scholls Ferry Rd., Tigard, Oregon MILLER Client Westgate Baptist Church CONSULTING (503)246 -1250 JS 8/20/10 3 of ENGINEERS Fax: 246 -1395 By Ck'd 1941 Date Page g • CFS Version 5.0.2 Section: Section 1.sct Paul Albertine Channel 1.5x1.25-25 Gage_ _ __Milller Consulting_Engineers,_Inc. _ .- - Rev. Date: 8/20/2010 2:16:12 PM By: Paul Albertine Member Check - 2004 North American Specification - US (ASD) Design Parameters': Lx 2.5000 ft Ly 2.5000 ft Lt 2.5000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P Mx Vy My Vx (k) (k -in) (k) (k -in) (k) Entered 0.31800 0.00000 0.00000 - 0.04820 0.00000 Applied 0.31800 0.00000 0.00000 0.00000 0.00000 Strength 0.33036 0.38270 0.30100 0.28510 0.53365 ,. Effective section properties at applied loads: Ae 0.056585 in ^2 Ixe 0.020822 in ^4 Iye 0.003902 in ^4 Sxe(t) 0.027763 in ^3 Sye(1) 0.017353 in ^3 Sxe(b) 0.027763 in ^3 Sye(r) 0.003806 in ^3 Interaction Equations . NAS Eq. C5.2.1 -1 (P, Mx, My) 0.963 + 0.000 + 0.000 = 0.963 <= 1.0 • NAS Eq. C5.2.1 -2 (P, Mx, My) 0.506 + 0.000 + 0.000 = . 0.506 <= 1.0 NAS Eq. C3.3.1 -1 (Mx, Vy) Sqrt(0.000 + 0.000)= 0.000 <= 1.0 NAS Eq. C3.3.1 -1 (My, Vx) Sqrt(0.000 + 0.000)= 0.000 <= 1.0 USE A\ 162S I a-S -IS 57eL stub Coo^ "PRss�oA M6x+^13 V - TFC4.t._ 0 LA 04 s ti Cay IA, R- moo. rfr1 • 9570 SW Barbur Blvd Ceiling panel support at Westgate Baptist - Alf Suite One Hundred Project Name pprt ��t # 100684 ® Portland, OR 97219 -5412 Location 12930 SW Scholls Ferry Rd., Tigard, Oregon MILLER Client Westgate Baptist Church CONSULTING (503)246 - 1250 �^ ENGINEERS Fax: 246 -1395 By JS Ck'd J- N' Date 8/20/10 Page 1 4 • of s • CFS Version 5.0.2 • Section: Section 1.sct Paul Albertine _ __ Cylindrical Tube 0.750x0.049 _ _..,_. Miller Consulting Engineers,_ Inc.____ • Rev. Date: 8/20/2010 3:56:40 PM By: Paul Albertine Member Check - 2004 North American Specification - US (ASD) Design Parameters: Lx 2.5000 ft Ly 2.5000 ft Lt 2.5000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None ,Moment Reduction, R: 0.0000 Loads: P Mx Vy My Vx (k) (k -in) (k) (k -in) (k) Entered 0.3180 0.00000 • 0.0000 0.00000 0.0000 Applied 0.3180 0.00000 0.0000 0.00000 0.0000 Strength 1.0148 0.47862 0.7308 0.47862 0.7308 Effective section properties at applied loads: Ae 0.10791 in ^2 Ixe 0.0066608 in ^4 Iye 0.0066608 in ^4 Sxe(t) 0.017762 in ^3 Sye(1) 0.017762 in ^3 Sxe(b) 0.017762 in ^3 Sye(r) 0.017762 in ^3 Interaction Equations NAS Eq. C5.2.1 -1 (P, Mx, My) 0.313 + 0.000 + 0.000 = 0.313 <= 1.0 NAS Eq. C5.2.1. -2 (P, Mx, My) 0.147 + 0.000 + 0.000 = 0.147 <= 1.0 NAS Eq. C3.3.1 -1 (Mx, Vy) Sqrt(0.000 + 0.000)= 0.000 <= 1.0 NAS Eq. C3.3.1 -1 (My, Vx) Sqrt(0.000 + 0.000)= 0.000 <= 1.0 A LT Us: 34 l Cv NoCl zT T,i- L c SrEE!_ Smub-3 e ) S PLNI L.. 4-RE LoC0.A:o".S. 4 . a 9570 SW Barbur Blvd Project Name Ceiling panel support at Westgate Baptist �� at # 100684 Suite One Hundred Portland, OR 97219 -5412 Location 12930 SW Scholls Ferry Rd., Tigard, Oregon MILLER Client Westgate Baptist Church CONSULTING (503)246 -1250 ENGINEERS Fax: 246 - 1395 By JS Ck'd PrZA Date 8/20/10 Page .S of 5 • Scope of Work Westgate Baptist Church Areas to be finished during this phase are as follows: 1 Floor Kitchen (116a) including the storage closet. The fellowship hall (119, 120, 121), rm. 121 has already been finished under another permit. 2nd Floor No work on 2 floor at this time • 06/10/2010 16:32 FAX 002 /002 • -...: - -- - - _ . ; c if D 5 '434 015 'ico ' - - - -- C O�D ON - -• B�1LO1N 4.5" GAGE GLU -LAM BEAM / Aram BY OTHERS 1,Artop or textrilli 1 rek-,.- AS-19. 1 1 PLC 11 BY MODERNFOLD RN • • 101VAreAMI er ■� `i �! 'IIW` .38 DIA. X — LONG - _ - HANGER RODS ;`! BY MODERNFOLD • CLG 71_ HANGER . c�a�o. !� !I�9at.�o�� BRACKET --- LINE _ I I "� BY MODERNFOLD \. C f2_ • 100 z ii • #17 STEEL TRACK AND 7- I— W = ALUMINUM GUIDE RAIL PAINTED OFF -WHITE +1 C) z W o STEEL,- 4 -WHEEL 1 = BALLBEARING TROLLEYS ce C D a VINYL TOP SEAL (p ,.. Z - (DARK BRONZE OR SMOKE GRAY) .1 W • DARK BRONZE OR SMOKE GRAY 0 - VINYL TRIM tel • ; 111 4 OPERABLE BOTTOM SEAL _ - r� V • - - - .. illllllllliiiui - . - - • - -- - -- - - VERTICAL SECTION • L PLEASE ADVISE . CARPET THICKNESS ____" - .