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Report --8oP ZO1`4- oO�aO . 1t010 s w 6a r--d eA., nW D Y Structural • Civil Engineers STRUCTURAL CALCULATIONS FOR NEW CEILING CLOUD 12010 SW GARDEN PLACE TIGARD, OREGON SEPTEMBER 17, 2014 O PROs ' A �GINt ,frp df1'\ r 4845PE F "% / 4 ,,' � OREG6 `: 00O�/ 09 wo ,iser,1 T 7'7'A, `3i r L Irx`�1Rs::S: O7:0/ it, 1 DESIGN PARAMETERS: 2014 Oregon Structural Specialty Code DEAD LOAD 6 psf DL IMPORTANCE Is= 1.0 SEISMIC MAPPED RESPONSE SEA=0.722 SITE CLASS D IMPORTANCE IE= 1.00 CONTENTS: CALCULATIONS 1 TO I 6443 SW Beaverton-Hillsdale Hwy,suite 210•Portland,OR 97221 •ph:503.203.8111 •fx:503.203.8122•www.wdyi.com . OWDYStructural • Civil Engineers bra Job Name: BMW CEILING CLOUD Job No: 14154 Sheet No: C-1 Client: LRS ARCHITECTS Date: 09-2014 By: saw Structural Narrative Our office has been asked to provide calculations for the addition of a new 32'-6" long x 14'-6" wide ceiling cloud. The cloud will be supported from the existing wood Berkeley panel roof system. It is our understanding that the proposed T.I. will be removing the existing metal framed suspension ceiling and replacing it with only the proposed cloud. The proposed ceiling cloud is a light gage metal framed with an overall weight of 3 psf maximum. The existing suspension system including lighting has an overall weight of 2.8 psf. The OSSC section 3403.3 allows for a 5.0% gravity load addition and related alterations. The proposed ceiling removal and subsequent cloud addition falls below this threshold and therefore is allowed without analysis of the existing roof structure. Both gravity and lateral cloud support systems have been designed and are contained within the following calculations. WDY, INC. Scott A. Walker; P.E., 6443 SW Beaverton-Hillsdale Hwy,suite 210•Portland,OR 97221 •ph: 503.203.8111 •fx:503.203.8122•www.wdyi.com rjWDY Structural • Civil Engineers Job Name: BMW-CEILING CLOUD Job No: 14154 Sheet No: ‘,....z Client: LRS Architects Date: Sept 2014 By: saw , - I i 1 -• 0 . TL. __Filartuivr 4-- 1 -,- t- i 1 I • i 141400144„44.. i Tt.I 1-kgatec_ I 4,0 i 1 41 . c-i 14Ne .1 1 *,..„ 1 f 1, - ' Cdc4PLL'i•J. al b% 1 PtL 1 1 1 1 F i -1 ftir I Cgt.i.0.2. kl.e) I ' : 1 1 -1-1--4-4-4))-Leckr.P.A-1 /' 1 1 _., ._.. - iiit ..c..; : I 1 1 ______1__ i 1 i i k S7 C 1 - ! (1 ,4' 1)011•14:5 • ;II . , ; -Fi 0• ...1.,,,,'). r--.=--, 11111 l• 20 i i . - 4 -r- ism■ 1 1 .1 1 1 I I 1 d -..: ' 1_-......01 P.' ' - -i................■6....--4 i II., - 111_, :',.#.:.-V. • 4.... ! • .. . -. J,• 1 . r• '5' ' — —.------.........-- . I : I i I I 1 I . I '' I 1 1 ! I I , I /----011"-1-.- , i ' _./. j.. 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Oil!"11 i • ri. t, , , , , , , , .„_ ,_ _,_ ,_ ___ ....,I...,, ., , , . ,, i !... __, ,,.. 4.-4 ___T.:.. f I _-_, °^'",~^'"--._~_- "".-~-._"^—. .."°`.~n-n",44....4 "="`..^ -.1,=^`,^lv4^. ^a.*^v Wet*°o,... ..~+ti..~ _ COMPANY PROJECT L' lP`�L so + G�),2 di WoodWorks® kv SOFTWARE FOR WOOD DESIGN Sep. 18,2014 08:13 BMWcloudsupport.wwb Design Check Calculation Sheet Sizer 8.11 LOADS: Load Type Distribution Pat- Location (ft) Magnitude Unit tern Start End Start End cloud Dead Point 4.00 288 lbs MAXIMUM REACTIONS (lbs)and BEARING LENGTHS (in) : iv 84 Unfactored: Dead 152 152 Other Factored: Total 152 152 Bearing: Load Comb #1 #1 Length 0.50* 0.50* Cb 1.00 1.00 `Min.bearing length for joists is 1/2"for exterior supports Lumber-soft, D.Fir-L, No.1, 2x6" Roof joist spaced at 24"c/c;Self-weight of 1.96 ptf included in loads; Lateral support:top=at supports,bottom=at supports; Repetitive factor:applied where permitted(refer to online help); Analysis vs.Allowable Stress (psi)and Deflection (in) using NOS zoos: Criterion Analysis Value Design Value Analysis/Design Shear fv = 27 Fv' = 162 fv/Fv' = 0.17 Bending(+) fb = 939 Fb' = 1205 fb/Fb' = 0.78 Live Defl'n negligible Total Defl'n 0.23 = L/412 0.53 = L/180 0.44 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 0.90 1.00 1.00 - - - - 1.00 1.00 1.00 1 Fb'+ 1000 0.90 1.00 1.00 0.896 1.300 1.00 1.15 1.00 1.00 - 1 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.7 million 1.00 1.00 - - - - 1.00 1.00 - 1 Emin' 0.62 million 1.00 1.00 - - - - 1.00 1.00 - 1 Shear : LC #1 = D only, V = 152, V design = 151 lbs Bending(+) : LC #1 = D only, M = 592 lbs-ft Deflection: LC #0 = Self-weight (live) LC #1 = D only (total) EI = 35e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated All LC's are listed in the Analysis output Load combinations: ICC-IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. �2 ) Mco-JS"' C AcW - . riWDYStructural • Civil Engineers bre/ Job Name: BMW—CEILING CLOUD Job No: 14154 Sheet No: C).5 • Client: LRS Architects Date: Sept 2014 By: saw 1—. I -I [. . . I 1 .1 ..1 , 1 . , 1 1 I- 1* . I 1 , - 1 1 -. At _ 20 i "... i` '1.-1..ti ' i : i ; 1 ,- --.--- • .. e‘ Ilr Aiii' .. il ITIL 0"17, • 1 1 ll _ ! - 1 •I- aj i I ii i..-4-----, , -- I-1 i 1 1 --i- - __}........LS11441 ; ....LOP .......: 1 -4- 1 1 - ! I I- = 1 , . = i 4 . 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Design Maps Summary Report ep- f_ ( GS Design Maps Summary Report V (� User-Specified Input Report Title BMW Ceiling Cloud Wed September 17, 2014 00:59:48 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 45.43°N, 122.76°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III i ---i-mr"014=LT - . irsi-- - ---• `-' f -7=';;:;77=-• b 154a0m eaverOfl _ ,' ~ r - y .x l 1 M ' �: ,:: X 1 0 "- , _ - G 4r s „ ..` ' '41Milwatti l v. -zo ti7 = ,.Lake Oswego t ' 210 s i� }J r- i r C - v y A M R I As-ft. ."--" - --. alati rr rnapquest b 4. 2 __ --.-,--4::,'_:_>, -'" t - ipQuest __ i � _ I USGS-Provided Output - Ss = 0.975 g 5M5 = 1.083 g SDS = 0.722 g Si = 0.423 g SM1 = 0.667 g SDI = 0.445 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum Design Response Spectrum 0.88 1.10 0.80 0.99 0.72 0.28 0.64 0.77 0.56 II 0.66 01 0.42 Y H 0.55 di 9.40 ' IA 0.44 0.32 0.33 0.24 0.22 0.16 0.11 0.02 0.00 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.20 2.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.20 2.00 Period, T(sec) Period. T(sec) • For PGA,,,, 11, CRS, and CR, values, please view the detailed report. dp://ehp3-earthq ual.e.wr.usgs.g mddesig nrnaps/us/sumrnary.php?template= itude=-122.76&sitecl ass=38rislcategory=0&editi on=a... 1/2 fl DW Y Structural • Civil Engineers Job Name: BMW-Ceiling Cloud Support Job No: 14154 Sheet No: C. '7 Client: LRS Architects Date: 09/14 By: saw PROVIDE CEILING CLOUD STRUCTURAL SUPPORT Material Weights Exposed T-Grid 0.5 psf 1/2" gypsum board 2 psf Electical/ Lighting 0.4 psf TOTAL 2.9 psf Ceiling Grid Size 14'-6"x 32'-6" 471 sgft Cloud Weight 14'-6" x 32'-6" 1366 lbs WIND DESIGN PER ASCE 7-05, SECTION 6.0 Interior Lateral load: 5 psf Max.Total load= 165 lbs SEISMIC DESIGN PER ASCE 7-05, SECTION 13.0 Analytical Procedure per Section 13.3: Seismic Design Force: 13.3.1 SDS = 0.722 g NEHRP Seismic Design Provisions a = 1 Component Amplification Factor perTable 13.5.1 or 13.6.1 Ip= 1 Importance Factor per section13.1.3 Wp= 1366 lbs Component Operating Weight Rp= 2.5 Component Response Mod. Factor per Table 13.5.1 or 13.6.1 z/h = 1.00 Height of attachement with respect to base FP 473 Design Seismic force EQ. (6-13-1) FpMIN= 295.88 Design Seismic force EQ. (6-13-3) SEISMIC ZONE D : PROVIDE LIGHT GAGE FRAMING CEILING SYSTEM WI JOINTS CLIPPED AND SCREWED WITH A 300#CAPACITY. IN ADDITION TO LATERAL REQUIREMENTS, INSTALL TYPICAL CEILING CLOUD GRAVITY AND LATERAL WIRE BRACING nWDYStructural • Civil Engineers laid/ Job Name: BMW—CEILING CLOUD Job No: 14154 Sheet No: Cr.E5 Client: LRS Architects Date: Sept 2014 By: saw I . , 1 I f i 1 4 -f- t ,_)•_(±7,14-_ villif. 1 • 1 i 1 1 i Ffzi 40*Cs) 4 ridiii-6 4- i= t5cgil NI -.‘`) 1 41 I /1) .F... ..._... --, ---, "1-4) 4\i /Fit/ik'I. 147 ASP) I -I- I- , 1 N, / ...._ 's .4( )6. ova) / i.14-1 = rz,4 1:11•114- c 1 1 ' Carot>1;) ---4-- —t- • - ' i I I ■ _j_ -t 1 i 1 1 le.1-__iNhejalAme#_-1- , 1 _ I_______i______ ' ____,. i•(:- 1444 1).2%(9° 311- -— I i , 7 :ti.:„. i A..u...vai•A 1, ‹,ieco__;_m, -Eras _47-1 i , , 1... — -i-- t -1 . r - ----'1------ ---- i .1 ,,,iip 1 –1--: 2:1d; e-HatiS a 114- ‘-±oT_ i i 1 f I, 1.""rt—.-4,---7---1 i i ! • -I- I I I1 1 1 • I 1 1- ' ._.,_ -'1- - - -4' • ,1 ' 1 (3 ficA7.4_,c44ds_4 . *)44.14y 1 , lifttii *- It... _ ziceit-rov-S -1 ' _- T- L "IZSji /iota Llitgd 12> 4 14EAdy DLrTy i - 1 _+ + . .....i... ....... 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U. 11110.010 o,art morn w a!04 NM'.•0 _ ar m..a. r .. arr'..10 3 - 0.1100.m n .wer.r... -arb fo.a.1.a MM.w EP ma...1.Taal 04.1. �'1 ,. i Imo mamotaimmateamorm J.aM� __ _ _ u " f „af„., �,rAW�1��.M R.MA. :.a a.,a.m.M.w. =rMMIC>i b • �� a .. ( alac� �m.m ,A eamu�.Ma Aar Malx_«A M..� • •-r NW 'cOlw r+ao M. I/21 4 JJf"`""""""��1' t . wr rarss.[ suvsm�nwru.«m.s : >-1'aa1•f r • 1OS M..xrP.aY-0'. r. o e-fr.,e r-r :' eM°wo n .mM.ebuic R �.�..A....., j -r M iv r-r Mfrw,am Ar.l'or.urn 1o.s�o-ATM/. ..I.. //......s.-:...�w..n 1.1.SMn.a rocs o ar Pet.0100 n o aM.c..n in (�ENLARGED DETAIL•CEILING CLOUD FLOOR TRANSITION DETAILS .r, o C.....rva.M.c.�s�ay ■■••o's mat. `J A EMI ...r v 2. ELEVATION ,,,,_m..r a•-al.o1!�"«wcoc« 1.11 - 0.KClPCCa�D''S Meld.nr AiA.m CM A. © 11.11 0.1 °........0-0/1' • at 00...X.,-..�M-„OMB 1.1 U' 4 3 usls.1s srlseoos'r 1..4 00 C R4uM al..,v1.04- ACS M 1 �wr AMU?) 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