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Report (67) c:177c 5 ) ifY-Cct)( Y of 1.12u: AMENDMENT TO STRUCTURAL NORVING DJVfsror PLAN REVIEW #4 PACIFIC PARK PLAZA 13000 S. W. PACIFIC HIGHWAY TIGARD, OREGON I p1 •rissG "4, CO IS WOO ItS o6 Job 03-500.07 June 27, 2006 Harris Hyman, PE/PLS LKIN ENGINEERING, P. C. 7165 S. W. FIR LOOP #204 TIGARD, OR 97223 503-598-1866 RESPONSE TO STRUCTURAL PLAN REVIEW#4 June 27,2006 Item 1. Shear wall calculations attached (Tiland notes); strap deleted from design. Item 5. Overturning calculations attached(Tiland notes) Item 6. Shear walls recalculated, calculations attached(Tiland notes) Item 7. Plans revised, sheets 17, 18. Item 9. Roof pitch induced by styrofoam underlay, eliminates ponding; drawing 11/4 Item 10. Framing calculations for two-story section attached; detailed on plan sheets 19, 20 Item 11. Calculations attached;framing detailed on drawing 11/4; out-of-plane effect insignificant. Item 15. Calculations attached(Tiland notes) Item 19. Calculations attached(Tiland notes); Details revised Item 20. Calculations attached; details on drawing 13/3 Item 21. Construction of trash enclosure deferred. Item 24. Floor framing by joist fabricator; deferred submittal Item 25. Sheet 17 revised. Item 26. All shear walls are two story; Sheets 17, 18 Item 27. Deferred submittal Item 28. Deferred submittal Item 29. Deferred submittal JOB NAME: Pacific Park Plaza CITY OF TIGARD JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT DATE: May 26, 2006 13125 HALL BOULEVARD MCE Project No.: 051333 TIGARD, OR 97223 SHEET 1 OF 4 Tigard Building Permit BUP-2004-00297 STRUCTURAL PLAN REVIEW#4 Engineering Dated 5/22/05 and 5123106 Corr. item Page No. Comments Code Section Made No. 1 I, Calculations Submit calculation for loads to shear walls as Table 16-M #2 required for the seismic and wind controlled Section 1612,1 & directions. The analysis still needs to comply with Section 1633.2.9 Section 1612.1 which requires compliance with Sections 1633.2.5 and 1633.2.6. Therefore, submit details for lateral load transfer and connections at the reentrant comer. Provide engineering to account for the bending In the strap from the exterior wall to the line of action. In addition, provide details in hpw the strap Is connected to the walls and the other framing. The submittal addressed a portion of the item. Submit calculations and details to address each of the items. Not 2 X Submit details for lateral load transfer and Section 2211 Req'd connections including Omega. Not 3 Submit details for shear walls including fasteners, Section 2211 Req'd spacing and method of proper Installation. Not 4 Submit details and calculations as required. Section 2211 Req'd 5 t Pages 3 thru The overturning calculations at the shear walls do not Section 1612.1 6 of revised properly account for the application of forces from the calculations diaphragms. Submit calculations to properly account Y for the application of forces from the diaphragms to the shear walls. Provide information concerning the development of the spreadsheet used in the calculations, as the output seems to not properly account for the loads as previously stated. The submittal is incomplete. Submit calculations and details to address the item. 6 Pages 3 thru Submit calculations for the shear walls so as to Section 2315.1 6 of revised comply with Table 2306.4.1. calculations Clarify the use of 505 pif for the capacity of the shear walls as indicated in the plans. Clarify the discrepancy between the plans and engineering, as the engineering is based on Structural 1 (from Table 23-11-1-1)whereas the drawings specify OSB. I • JOB NAME: Pacific Park Plaza CITY OF TIGARD JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT DATE: May 26, 2006 13125 HALL BOULEVARD MCE Project No.: 051333 TIGARD, OR 97223 SHEET 2 OF 4 Tigard Building Permit BUP-2004-00297 STRUCTURAL PLAN REVIEW#4 Engineering Dated 5/22/05 and 5/23/06 Corr. Item Page No. Comments Code Section Made No. 7 Plans Submit plans and details for the revised shear walls Section 106.3.3.1 K per the calculations dated 3/22/06 including fasteners, spacing and method of proper installation. Provide information for the complete lateral load path to the foundation including bottom plate nailing and anchor bolting. The submittal Is incomplete. Submit calculations and details to address the item. 5/26/06 8 Calculations Submit calculations and details to comply with the Section 1606.2 y partition loading requirement. 9 Calculations Submit calculations and details for the ponding on the Section 1612.3.3 roof or show that the beams are adequate to resist ft the additional loading as a result of the ponding. e The submittal is incomplete. Submit calculations and details to address the item. 10 Calculations Submit calculations and details for the framing of the Section 1612.1 ;f two-story walls including headers, sill framing and " columns to resist out-of-plane loading requirements. r' ,/ The submittal is Incomplete. Submit calculations and details to address the item. 11 Calculations Submit calculations and details for the second floor Section 1612.1 exiting including floor framing, floor framing " t l connections and the out-of-plane loading requirements at the two-story ballooned framed wall. The submittal is incomplete. Submit calculations and details to address the item. 5/26/06 12 Calculations Submit calculations and details for the snow drifting at Section 1614 the parapet along the perimeter per the code requirements. 5/26/06 13 Revised Clarify the wind loading requirements as the Section 106.3.3.1 Calculations calculations Indicate the 100 mph exposure 'B' whereas the drawin•s indicate 80 m•h ex•osure 'A'. 5/26/06 14 Revised Clarify the elevations of the building as the Section 1621.3 Calculations calculations Indicate the overall building height as 29', but the drawings indicate the height to be 31'tall. 15 Revised Submit calculations and details for the seismic Section 1612.1 Calculations calculations including partition loading and storage loading per the code requirements. In addition, show calculations comparing the wind load in comparison to the seismic load of sections "A"and RB". The submittal is incomplete. Submit calculations and - g details to address the item. _ _ • • , „ JOB NAME: Pacific Park Plaza CITY OF TIGARD JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT DATE: May 26, 2006 13125 HALL BOULEVARD MCE Project No.: 051333 TIGARD, OR 97223 SHEET 3 OF 4 Tigard Building Permit BUP-2004-00297 STRUCTURAL PLAN REVIEW#4 Engineering Dated 5/22/05 and 5/23/06 Corr. Item Page No. Comments Code Section Made No. 5/26/06 16 Revised Submit calculations and details for the floor to floor Section 1612.1 Calculations hoidowns In line with the capacities as listed by is Simpson Manufacturing. 5/26/06 17 Calculations Submit calculations and details for the uplift capacity Section 1612.1 Detail 8/2 & 3 of typical anchor bolts used as hoidowns and the r allowable tension on the top of the thickened footing. 5/26/06 18 Calculations Clarify the use of the hoidowns spaced at 4' o.c. and Section 106.3.3.1 Detail 8/2, 3 why they are used for negative tension. & 10/3 19 Calculations Submit calculations and details for the in plane and Section 1612.1 Detail 9/2 & 3 out-of-plane load transfer at the roof and floor 11/3 & 4 diaphragms per the code tequirements. The submittal is incomplete. Submit calculations and j' details to address the item. 20 Calculations Submit calculations and details for the guardrails so Section 509 Detail 12/3 & as to comply with the code requirements. 4 The submittal is incomplete. Submit calculations and details to address the item. 21 Plans Submit calculations and details for the trash Section 106.3.3.1 enclosure per the code requirements. Clarify whether the trash enclosure is a deferred submittal or not to be constructed. 5/28/06 22 Plans Section 11/2 indicates a floor throughout the section, Section 106.3.3.1 'whereas Sheet 9 indicates a clearstory volume. Clavi and ensure the drawin.2s are consistent. 5/26/06 23 Sheet 9 Submit calculations and details for the in-plane and Section 106.3.3.1 out-of-plane load transfer at the joist transition between TJW and TJI oists. 24 Sheet 10 and Submit calculations for the joist connections at the Section 106.3.3.1 Detail 12/1 beams to com. . + . e code :• reme f e em s a deferred subm al, remove the call- outs from the •lans to avoid conflicts. 25 Sheet 17 art 7.7":". - •• = • - . pare ' - _- Section 106.3.3.1 wall locations as indicated in the wall elevations. In addition, wall elevations 18/3 and 19/8 do not exist. Provide information for each wall as required. The submittal Is incomplete. Submit calculations and details to address the item. 26 Sheet 17 Submit calculations and details for the load transfer _ Section 1612.1 between the full height shear wall and the two story • shear walls as Indicated in the plans. The submittal is incomplete. Submit calculations and I . JOB NAME: Pacific Park Plaza CITY OF TIGARD " JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT DATE: May 26, 2006 13125 HALL BOULEVARD MCE Project No,: 051333 TIGARD, OR 97223 SHEET 4 OF 4 Tigard Building Permit BUP-2004-00297 STRUCTURAL PLAN REVIEW#4 Engineering Dated 5/22/05 and 5/23/06 Corr. Item Page No. Comments Code Section Made No. details to address the Item. 27 General Submit one set of manufactured floor and roof joist Section 106.3.4.2 shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 28 General Submit one set of stairway shop drawings, which Section 106.3.4.2 have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 29 General Submit one set of suspended ceiling shop drawings, Section 106.3.4.2 which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. , , ...t. weriosityri ,,,v;ipplo I44:01 ...4 , 1 , aatv-4v,,om \ . ewooz ze/q111 .040.,/i• \\ iiiiV L ''0401Me19' -s. , WA 106. •••••0011116._____iiiiki4s, y'e.,97g 40/10/ "likpAP azipez. 7.4,70 ____--------1---ev , j '''''', 1-1-----j-------00- f i ille i grO7t A°"4441011.1ifq'rip 74(90.1 .. -..... -,,- pr*A0.10/1,014 56'1777 "t 00,104/144141.1to .4,/(21A eAdoemy,,iroti 4,- • . . 0/ .op ii41:;..1"...1 ' [ - ,� _-'____ _____-__'_ _ . - _ ' __ -__- - - ____�_-- __'___-__-- __ -- ' ^�� _� � � - ' - i- -_ - -_---_ ' " ��'�» / °-� � - - --------' -- --- -------' ------ ---� ----r - -----------�--- -- ---- __._ --.- -~ - - - - - 1 --' ilt/ 74/44 S. -_---' ._ _ ~-_-_~~.~ � N � - - 0__,�-_ /fit ~_ ~ ' -- .-VA __ ^ -~)_-__-__-'_____---.�- �� - _-' - 114/1�° �* � � Aev -;,0 f.,--/,,.,f., /,,.,,._ Z. `'__ __-- /__' �� ~� ~ / ^ �- _ _ �� ____ �� cc:.,?; ' _- _^��- ��~ __ - _'� -' --_. _-- _- --� - �� .0,6. 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' - - °^'-ei -~~~p ' ° ' - - '^^^ ,..P.114 ~ 1,-,. ,?, 41,./4/, /1.44up��' ~�"~*' 4~�~~ ~` - ;q'^�� f ~� ^" -a ^�� - 7w"�� r ,- e&--; omili ./,,,:zf' �� /~ 01 �-- --' ' ,2~40 ^~ � - - P ~464 ~ ~...-,. .,°~/ / M ,,,-)0;`,44,/,7��' � ��^ - � , ^ /g 0,*.c...,..7 7/07y, ,c0-er )mbigit2Y- 4tf? e;iiiirk 9 _:_5,7 , . ,_..__._ )44"'91.' ; '°:"C 5/ 44e el" ""v41.- A° 07+* ffit#11f--/ ---2467,4e;,467P0-746-;- .1---a;; - ,,,,airizowor .7i kee Pr - ---Imie;* ----71 00;iv-p-----0,- Pr-- --,,,dreigi -,. ../-- -----#.44A -' Agit#V1-41- r 4 twit --'' ' ',71713"----'41.1-44**V4';'frn -.r ------Ole '*' it-------4.- -ii----- nrw- ----- --- „stiesc„ - - -- - -,.-'-e7- - -,4,147(P-1 lemir.;,-- "azalir '-^/ Cf‘itir' ---.Aa?,1;11:9,21TIVVr-1- -Ird- :fffil--7/Orr --rP —WI ,. - elte' _ .., ____ie4wv___/70.444c_w_v_____ ____ _ _ ___ __ _ _ 1 ____:__ Welkin Engineering, PC HE 14:04 20-Jun-06 Project 03-500.07 Massih Building BEAM ANALYSIS 27' streetside framing, 16" tributary 6/114 ft' BEAM PARAMETERS CONFIGURATION 2 spans support 1: simple R = 20# span 1-2 = 9.7' support 2: simple R = 202# span 2-3 = 17' support 3: simple R = 84# BEAM SECTION material: Doug.Fir E=1,550,000 psi section: 2x6 width=1.50" depth=5.50" area=8.25 sq.in. S=7.56 inA3 I=20.80 inA4 LOADING continuous load from 0' (10.8#/ft) to 15' (10.8#/ft) continuous load from 15' (12.3#/ft) to 26.7' (12.3#/ft) LOAD and DEFLECTION D+(max)=0.04" @6. 7' 11#/ft lief 12#/ft L=26.7' R=20# R=202# R=84# D-(max)=0.39" @19.0' -' ` " /,y/IIS 0,Of, SHEAR FORCE and BENDING MOMENT V+(max)=116#@9. 6' M+(max)-3,485 in-#@19. 8' fb+(max)-461psi V-(max)=85#09. 6' M-(max)=-3,835 in-#09. 6' fb-(max)=507psi Welkin Engineering, PC HH 14:04 20-Jun-06 Project 03-500.07 Massih Building BEAM ANALYSIS 27' streetside framing, 39" tributary j' / BEAM PARAMETERS CONFIGURATION 2 spans support 1: simple R 48# span 1-2 - 9.7' support 2: simple R = 493# span 2-3 = 17' support 3: simple R s 205# BEAM SECTION material: Doug.Fir E=1,550,000 psi section: 2x6 width=1.50" depth=5.50" area=8.25 sq.in. S=7.56 in^3 I=20.80 in"4 LOADING continuous load from 0' (26.4#/ft) to 15' (26.4#/ft) continuous load from 15' (29.9#/ft) to 26.7' (29.9#/ft) LOAD and DEFLECTION D+(max)=0.10" 06. 7' 26#/ft 1g /f 30#/ft L=26.7' R=48# R=493# R=205# _2 D-(max)=0.96" @19.0' c z SHEAR FORCE and BENDING MOMENT ' S. +mfr''; V+(max)-283#@9. 6' M+(max)-8,473 in-#@19.8' fb+(max)=1,121psi OOPV-(max)x=207#@9. 6' M-(max)=-9,341 in-#09. 6' fb-(max)=1,236psi Welkin Engineering, PC HE 14:04 20-Jun-06 Project 03-500.07 Massih Building BEAM ANALYSIS 27' streetside framing, 60" tributary •v4 . BEAM PARAMETERS CONFIGURATION 2 spans support 1: simple R = 74# span 1-2 = 9.7' support 2: simple R = 759# span 2-3 = 17' support 3: simple R = 315# BEAM SECTION material: Doug.Fir E=1,550,000 psi section: 2@2x6 width=3.00" depth=5.50" area=16.50 sq.in. S=15.12 in^3 I=41.60 in"4 LOADING continuous load from 0' (40.7#/ft) to 15' (40.7#/ft) continuous load from 15' (46#/ft) to 26.7' (46#/ft) LOAD and DEFLECTION D+(max)-0. 08" @6. 7' 41#/ft 19rf 46#/ft Lim26.7' R-74# R=759# R-315# D-(max)=0. 74" @19. 0' 4„ / 7'/Z..Ir -..- 7_2 ' ," 74 " 747/ SHEAR FORCE and BENDING MOMENT V+(max)=436#@9. 6' M+(max)-13.0 in-K@19.8' fb+(max)-862psi V-(max)-320#@9. 6' M-(max)=-14.4 in-K@9. 6' fb- (max)=951psi • Welkin Engineering, PC HH 15:50 22-Jun-06 Project 03-500.07 Massih Building BEAM ANALYSIS parking side stud, D/L = 1/240 iff, w 7714 BEAM PARAMETERS CONFIGURATION 1 span support 1: simple R = 410# span 1-2 = 25.7' support 2: simple R = 437# BEAM SECTION material: Doug.Fir E=2,000,000 psi section: rectangle (calc) width=1.75" depth=9.50" area=16.63 sq.in. S=26.32 in^3 I=125.03 in^4 LOADING continuous load from 0' (31.2#/ft) to 15' (31.2#/ft) continuous load from 15' (35.5#/ft) to 25.7' (35.5#/ft) LOAD and DEFLECTION 31#/ft 3f$f 36#/ft L=25.7' R=410# R=437# + .y D-(max)-1.29" @12.9' L. ' - 6• / a /Z rs 2 ' , SHEAR FORCE and BENDING MOMENT V#(max)=409#@-O.1 ' M+(max)-32.4 in-K@13.1 ' fb+ (max)=1,231psi V-(max)=436#@25. 6' ." 451 6 s� / 7 7/i1 117 4/1,fi e//11 ._ _. 3'fi /-it 77 ._ iist 4.7 • °Al I it 1/0 CI 7 4 *air" 54.2 "S:4,0/ /3i, t _ tese, iulfrojr Crial ,"s, ,(44.54Z/ fol? .VApar, .4= 67 -0/v/2G1 " a-70W,, ' / Cy i a Ile oti 74/ 0 1-5' ....z. ../ .,,0,44,40, ,... ,,..\ -01- -- . , , , ._...__ ..._.._..._.._........ .._� ..,..W,.«�a,.�:;na.�,:K::mac,•..-,-. . a , :1 . (Iva; ,- '/ Harris Hyman, PE/PLS HH 09:17 23-Jun-06 Project 03-500.07 Massih Building BEAM ANALYSIS walkway stringer BEAM PARAMETERS CONFIGURATION 1 span support 1: simple R = 1,200# span 1-2 = 20' support 2: simple R = 1,200# BEAM SECTION material: Doug.Fir E=1, 900,000 psi section: rectangle (calc) width=1.75" depth=11.88" area=20.78 sq.in. S=41.13 in^3 I=244.21 in^4 LOADING continuous load from 0' (120#/ft) to 20' (120#/ft) LOAD and DEFLECTION 120#/ft 120#/ft L=20.0' R-1,200# R=1,200# D-(max)-0.93" @9.9' 2) SHEAR FORCE and BENDING MOMENT V+(max)-1,197#@-0.1 ' M+(max)=72.0 in-K@9.9' fb+(max)-1,751psi V-(max)=1,197#@19.9' ........_ _. .._ _ R rt 9 ./... .4.4_ -4:' ] '1 M ^- �..... r � •rte ........ ____.__..,_ ' 4 .bei I 1/ _ _ . x 4011 fa, �, ' __ !IC9 r i - iV O F L i "z . '.4 " " • w "12t . a,. •7 " t es s4 -M. Yti • YNN ENT, S PACIFIC PARK PLAZA @ 13000 S.W. PACIFIC HWY. TIGARD, OREGON STRUCTURAL -171 ,i 4v�z60 -71417-4) CALCULATIONS LATERAL ANALYSIS ONLY FOR NOTE : These documents are provided solely for the project at the specific site noted on the "wet►stamped cover sheet and on the title block at the bottom of each individual document sheet, below this SNete note. Any other use of these documents is unauthorized by the office of RONALD L. TJLAJVD CONSULTING ENG1 .LKIN ENGINEERING Ronald L.Tiland Consulting Engineer Project: Pacific Park Plaza @ 13000 S.W. Pacific Hwy. P.O. Box 7066 Tigard, Oregon Aloha,Oregon 97007 Lateral Analysis Only (503)-591-5853 (971)-409-1810 Client : Welkin Engineering email:RLTILAND@ix.netcom.com JobNum : 06081 Date : 6-26-06 rI .r.I.•.,d.> yit.) {f 3.l••+:M'bWIW i.,Z1.1.,-..,,,,,,i4.,,,4,.,....Y N Y .. ..., t t • 1IyF - 40° Norray - _- , 'Nq� -. � 2A � Nig � 51►.nP�iotJ �stto ....... Ga 7pa{., fL4T0. Aa,ovE r,wa wM..If ��t��'��IIIA ti Qr►� I it-ti • I �� ..� Ark QCOF t 'D 1 ^T••• .f./ \ 0' 454 s.f, st• og hieSECOND FLOOR 1111111 2952 squore feet offices 2C )'�A 1308 squore feet storage/mechanical ill i t. ` ilk IM? 1.1 GMh TG Up • •r-i Iu DOD 101 CONSTRUCT r s01.0b 00Y-C,, Agit. OPENINGS IN THE WALLS : WITHOUT •:: .. � 0 w�L.G. BETWEEN OF THE SENG NEER �- B S1Mr oW chmit-1tv r1 rt♦ �. �. i ,� v, _, rQ • ��pen •l below WEI �i�/Zi.J/ -ti ! r 0 vKTG1G « I1 Ece4`btc., � 1 0 :.. 140tiL'gOm RIM., _ �,t t-v' FSI. ` 654 s f, • _ �.Q&, g G, ! ,ii r, mechoniao/ • 2' 2G br III.Room J do storoge 2E f .$ ; .. o rPeg- Pt.c901Z 1''t„4tJ NOTE These documents are provided solely for the project at the specific site noted on the "wet'stamped cover sheet ana on the title block at the bottom of each individual document sheet, below this 'red'note. Any other use of these documents is unauthorized by the office of RONALD L. T ILAND CONSULTING ENGINEER.. Ronald L.Tiland Consulting Engineer Project : Pacific Park Plaza @ 13000 S.W. Pacific Hwy. P.O.Box 7066 Tigard, Oregon Aloha,Oregon 97007 Lateral Analysis Only (503)-591-5853(971)-409-1810 Client: Welkin Engineering email:RLTILAND@ia.netcom.com JobNum : 06081 Date : 6-26-06 Pi l ,.. .n•a..k.,........ A..a....... ,........ ...„...... . ....... wt ,i.i apt it . ..,.A.. .. ,w J' nf...:.._.. .....i . c ..., . .. . i marmin Vi 1...1 .......- a '"- - --- . - _ '-1 IF, rosi_=--4. _________7illr,..____._____...,.. .,,..1A 1P ,i NOT Ilf�tun; O sr►.tY�au Coil co sTa, Gam'v Ten�kre ggovg. " I�. Ali illirdanill \\it \D spm.: f/a• . I�_c. �o' jillt0 rg! I i FIRST FLOOR �,Mi �'" --------=''\ 6949 square feet • Ai 4111111.1r6r li 'I I n 00 CONSTRUCT OPENINGS IN THE WALLS BETWEEN SUITESWITHOUT ADVICE OF THE ENGINEER vN , A I 1 D L_._.... ._.... „ma 400!.....o =_.:_ ;, f; _■_ , 0011 ,..**t.....) - ,L' ®� .. •W MA 44> L.JL :j.jI” 1 ,I'.)'1.- Ww • :— _ NYIliV MA11J FL-cow ?c- NOTE : These documents are provided solely for the project at the specific site noted on the "wet'stamped cover sheet and on the title block at the bottom ofeach individual document sheet, below this 'red'note. Any other use of these documents is unauthorized by the office of RONALD L. TILAND CONSULTING ENGINEER.. Ronald L.Tiland Consulting Engineer Project : Pacific Park Plaza @ 13000 S.W. Pacific Hwy. P.O.Box 7066 Tigard, Oregon Aloha,Oregon 97007 Lateral Analysis Only (503)-591-5853(971)-409-1810 Client : Welkin Engineering email:RLTILAND@Ix.netcom.com JobNum : 06081 Date : 6-26-06 • Fr Z. c,4,+.i.,-,a.i..,.,1,n.L. .. :....L...6 M.e...,.,,.].-..,..' .......La..i,1..:n, ....a n. .an;i......i'r;...a ar..•it.N: .ia.Jiis.a, L # - A-x)/44..N k,l 'q t..1.11,C.. • W 1 NT7 r` P7�h l - W I NI', G,re.f.. % 800.Wi'N 'F Pdhul ' ' I ',raR-TAC. , pAGTbit =w.. 10 O l : ' 21,E(;7 Notz►•n-/fit - Fo1-r 5.TE-+ob -? 0 w12 N1e1 � 147-4-.-- 260,Ga/ FT s 13,007 — — r w V q v Ge Qty 41.btJ Lsew me.T7 w4tA ) c.,r✓ (coi--,..rtnn cr-nye-1 ) vitA..)= i,c) 6.63 : w 1 kr.r,wottcb L A, -T7 Is O - IT •CoZ 0.-7 -P2 in' ;5:-tom A107-Z5 ,,-7 Z ,-7C jr.;a litr: -'30 o w w t -A'1Z'DL EP:A.) , D/c ii, , 1 f5it; Co,0 (5-eht71.1107V L .) i if-Z-0 8 , $ 1 Zo-zS 9 , 4 zv.--u, 10, 0 c.c.-Ain V-1-1 tJ7U1t• I % „� 42. t.l9� a [fo;D+ G#cJi4Z,Cfl4- 10,0441,41,x)Z,\-7 ,_ 1i2.0 -- - y.4- *-8,8 4- 8,6 _►_.8 33 3 4- 8 . 1 1Xa-- T— 11, ?.....x.?.....x. )17 - ( = I$to r/4-- wL,� Io,o* 1 1�0 k `t,44.y ak.411'7 4. 8 ,$ 445 9 , 1-) -4- 8 t 1 [1,171734. 12i C 7 4. 600 10,, 27177Z = 1410211Lf NOTE : These documents are provided solely for the project at the specifu;site noted on the "wet'stamped cover sheet and on the title block at the bottom of each individual document sheet, below this 'red'note. AM,'other use of these documents is unauthorized by the office of RONALD L. TILAND CONSULTING ENGINEER.. Ronald L.Tiland Consulting Engineer Project : Pacific Park Plaza @ 13000 S.W. Pacific Hwy. P.O. Box 7066 Tigard, Oregon Aloha,Oregon 97007 Lateral Analysis Only (503)-591-5853 (971)-409-1810 Client : Welkin Engineering email:RLTILAND@ix.netcom.com JobNum : 06081 Date : 6-26-06 C„ I ... ...... r .. ....w. ... ., .... .. r...�.1..,. . ,. ... .r. ., ..I.I Jr..4L 1.e. r..•.:rs.��.o..u.a,E,G.�,N....•�t.r.L',I....4 .:{. 45 r....J.'... ... comm 1T1 O u *2. < w24 0'2 + lo,o41,(01 .29,q,3 2.0,to-7 8,611c94c17,5 f�t� -1-6,04Goiv 7.10 7600(41-1 Z(or( 1 4 Pc,F WO '4 19 o * 13, 3 l 112 Pc.-F e-tvt4 -r1`Ci wt.:: 24*- ,o 4-10,S + (o,04 \I; 317 z 2847c.. 4PW1-7 M 1C. e-JTATlc.- EM-ler ,7 (Co *clot, 17 e, s=,77 "Pr-ow-1 `rYNef- 417 ) \1-= Z,-*,3 4-1 4.W 1(4 1.,u 5 WIE.cor += ,o iS* [e..09 Ste✓] _ ► 4,� to \.) viz vj tos,y- + , 1 1 * [147 = 3Z,5 }L- W kry,WikA_47'dC. ,D 6✓4-175 G,S l 1 , 41t.. 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Box 7066 Tigard, Oregon Aloha,Oregon 97007 Lateral Analysis Only (503)-591-5853(971)-409-1810 Client : Welkin Engineering email:RLTILAND®ix.netcom.com JobNum : 06081 Date : 6-26-06 ,L ..i.<...4 f.....,q.. .«.... m...... :. .,:,. . ,a.,.,... ,.. ... . ..i>.•5,.:1ia. . ...i..,,.i:d..r.,...r.1vw..wu.+:i1.K<..:>;:..4,.", .w, .�.,1 a,. . 4-,ILo wc,18 62 47:.509 07_ t)ta titk N 2-016076 lA V12 r- V¢ tr' \v5 1v4.. UI (w - 4 ,V7 114- 121,Z31<T tt'w 14-0 'N10.r" ( w> •14-04 1115,,k 1 =21 a-lt-F7' 62_09 t 8A (57 z: 4-4,22 w=-r (3z►v> , 11/ )k 11,1 = q,0 w�T Ft, syo~u-- `l2.Cw • 4,1774 2 ,Co"1= 1,04-1e- LwA4-L.= X3,1'1F-r L1-1,4„, , zlZ1Lt.,F CSS= 911(a -I- l,54.= 10)1 k- c1'� .177-3 1.466 19i 4-7-4.l1; 4-Z.,5)(--F7" Z-27 I Iv14–? , 13 )5 r 4z .=I S 9)r—rY Fie.— U�,�w� 2,t„`7+ 1 ,9Zr.: 4,59 ) L0,OP; 7-, )'731p (5')=- 1 ,54-4- (.49z ,Z* (r4 , lob )--"dT64. 4 >e.13= 59 ,1 tc-r--r' o-7 Go 3 C.? = 47.,o v -r O,o N1.rL ? 015 JF u,5+ 30.o 19 8 wr 141 1..)') F O -& �- I t°t Z+ � °I'Z= �,a4-�- Lwr--r- u- = , 1 o 911-t.i� 01 l,Lo9+1,1o97ali, c�h= ,00t.(o PAo-r64>_ x,8 4 4117=49 4,cl ter ct.9 4 C.47 ) 417 19. I C1.) 111 W1 it, Lb I5 D,5 -�,1�7 35D8��. 2So,11LT (1881.;) Z No T1 k m) 12ei,Z\r) NOTE : These documents are provided solely for the project at the specific site noted on the "wet'stamped cover sheet and on the title block at the bottom of each individual document sheet, below this'red'note. Any other use of these documents is unauthorized by the office of RONALD L. TILAND CONSULTING ENGINEER.. Ronald L. Tiland Consulting Engineer Project : Pacific Park Plaza @ 13000 S.W. Pacific Hwy. P.O. Box 7066 Tigard,Oregon Aloha,Oregon 97007 Lateral Analysis Only (503)-591-5853 (971)-409-1810 Client : Welkin Engineering email:RLTILAND®ix.neteom.com JobNum : 06081 Date : 6-26-06 • ........,64.) :.- .r .u............ .. .. ....v.•.......JJ/. ''... .. .v.+ A♦ :.'“:' ... 1 .I.,r 4. 'YM4 . . .wu.w.xni. 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P.O.Box 7066 Tigard, Oregon Aloha,Oregon 97007 Lateral Analysis Only (503)-591-5853 (971)-409-1810 Client : Welkin Engineering email:RLTILAND®ix.netcom.com JobNum : 06081 Date : 6-26-06 1. t4' .. ,....,....,,,a...i•.,. _..�.wi..w...,,........ ....... . ,,.... .l,nvat........... ..�...i r. .. ..:.:ri:;i..U�FSlibr.�c•.ia,.:R......:).....,.. ..,... ......._ ��1Z ►v4 4/59 1, c8� I,ZZ 10,i ,z3 �,3B ,40 .41121 P 14),-.-...t1'' "FZ S'12 ;¢ 75 ?(o ' ', 1 to 4-7o r2.0 a _� i- y v c 6. 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Cti>= 1,), .4-(_x,1 +)i15=9► ° l'- t1-S e 1 col. X01'�w'`)=. 4444Zc,.r(.7+1),184117,Lelr l 51 i 7 &11,40 � 4r C'y,= Izti"l-r CS-7, I P\1 -- L,015 i4-20,5+,2-1 4-,ot54c 7-015.14-.S 08-'.:5c)ctx-pr NOTE : These documents are provided solely for the project at the specific site noted on the "weir stamped cover sheet and on the title block at the bottom of each individual document sheet, below this 'red'note. Any other use of these documents is unauthorized by the office of RONALD L. TILAND CONSULTING ENGINEER.. Ronald L.Tiland Consulting Engineer Project : Pacific Park Plaza @ 13000 S.W. Pacific Hwy. P.O.Box 7066 Tigard,Oregon Aloha,Oregon 97007 Lateral Analysis Only (503)-591-5853 (971)409-1810 Client: Welkin Engineering email:RLTILAND@ia.netcom.com 3obNum : 06081 Date : 6-26-06 L,S .. .......... .�. .. ....r..w......l v... .. ..... ...,�.. ...... ... .........../....<..)v...i..lrli..t�.ry..w2w.t.Y.Ge1t.M1wi.rn.a.4bn..... .v. ... .. ...., ..., . \ ( ) = 1►ac+ (3#$c04 2101:3 '?t$Cott- L idAeu.7; ►Dbri- mom <zz c r ! ► t�-✓ 4--(7-,t4-04- l I eo z 51 I K- 0-2.7c-, !1 2? N'\u-T'Cw =3,&(o '(off 410 ,1=13,601 := 1581 (.2 1)(0 e5> (8-7 t I !✓1�? 015*Z-ot5 ,z-I ,6I54ZO,9J * 35-,O 5081 r G C� ► /1/4-)0 T► jO�UUiJ �S�. '� 6445 w; )( wAt 2tD l -l- t,e'tZ> r:'Ai ,c 47v7(. *--7- U't,,z-# (Cl k4 C5� 1 11 dad PkoTe.w> 1,417-*Z(0,(11+ z,o 1,X-13,(01 71 Sr? u.*-t Co 97 co Cy> co(,5 ter 043,9 Ct015 *t4, +t7.--77 151pa] *3tot:. "274'?-ytt 7" F Nv TT Vv-6w"-J r-rc<0n-• "7"-- C77 l l w u tPc.-lz- �i `� c.-1�(a ' �Y Nth ciz-f�,�k- To F—� L4 ) 1z-v.A7 p-4-9 44C( 61.YOLIL >'-- 47-1-7 z - S a? K- \/ppm 440,0 X-- y� , t 0'2. PLAN r , o°t 5- ee Z zO „,5"(0 ---7 t r a t4- , tot �. ) 4' NOTE : These documents are provided solelyibr the project at the specific site noted on the "wet'stamped cover sheet and on the'titte bloci: at the bottom of each individual document sheet, below this 'red`note. .4nv other use of these documents is unauthorized by the office of RONALD L. TILAND CONSULTING ENGINEER.. Ronald L.Tiland Consulting Engineer Project : Pacific Park Plaza @ 13000 S.W. Pacific Hwy. P.O.Box 7066 Tigard, Oregon Aloha,Oregon 97007 Lateral Analysis Only (503)-591-5853 (971)-409-1810 Client : Welkin Engineering email:RLTILAND@ix.netcom.com JobNum : 06081 Date : 6-26-06 • SHEAR WALL SCHEDULE MARK WALL COVER EDGE NAIL FIELD NAIL BASE CONN. ANCHOR BOLTS SEE NOTE 12 • ® 15/32' PWD. SHTG., ONE SIDE 8d ! 6' 0.C, 8d t 12' MC. 16d ! 12' 0.C. 1/2' DIA A,B,'S It 48' O.C. • ® 15/32' PWD. SHTG., ONE SIDE 8d ! 6' O.C. 8d ! 12' O.C. 16d ! 4' O.C., 5/8' DIA. A.B.'S t 32' O.C. NOTES L 'O' INDICATES WALL TYPES USED ON THIS PROJECT, 12 THE ANCHOR BOLTS SHOWN ARE FOR 2x P.T. PLATES U.N.O. 2. ALL STUDS, PLATES, AND BLOCKING TO BE W-L U.N.D. AND REQUIRE 3/I6' x 2 x 2' PLATE WASHERS 0 EACH 3. U.N.O. UNLESS NOTED OTHERWISE, SHEAR WALL ANCHOR BOLT, WASHERS NOT RECM. AT 3x OR 4x PLATES. 4, REFER TO DETAILS FOR ADDITIONAL INFORMATION. 13, ALL NAILING TO PRESSURE-PRESERVATIVE TREATED WOOD 5. WALL COVER INDICATED IN SCHEDULE TO EXTEND WOOD SHALL BE HOT-DIPPED ZINC COATED GALVANIZED, FULL HEIGHT OF STUD WALL AT THE LEVEL INDICATED - SEE PLANS. 6. FOR THE EXTENT OF THE NAILING INDICATED IN THE SCHEDULE REFER TO THE PLANS, TYPICAL 7, FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED AT THE EDGES OF ALL PWD. SHEETS AT SHEAR WALLS. 8, MINIMUM DISTANCE BETWEEN PVD, EDGES IN A SHEAR WALL SEGMENT TO BE 2'-0' UNLESS ALL EDGES OF THE UNDERSIZED SHEETS ARE SUPPORTED BY FRAMING MEMBERS OR BLOCKING. 9. ALL NAILS TO BE 'COMMON' NAILS OR GALVANIZED BOX 8d COMMON ! .131 IN DIA, 10d COMMON t 448 IN DIA. 16d COMMON t 462 IN DIA. 10. SHEATHING ON SHEAR WALLS SHALL NOT BE INTERRUPTED BY ANY WALL PERPENDICULAR TO THE SHEAR WALL 11. ALL SHEAR WALL PVD. SHTG. TO BE C-D GRADE WITH EXTERIOR GLUE U.N.O. NOTE these-documents are provided soiely,for tate project at the specific site noted on the "wet'stamped cover sheet and on the title blocs.: at the bottom a,each individual document sheer, below this 'rednote. . n1%other use of these documents is unauthorized by the office o RONALD L. TILAND CONSULTING ENGINEER.. Ronald L. Tiland Consulting Engineer Project : Pacific Park Plaza @ 13000 S.W. Pacific Hwy. P.O. Box 7066 Tigard,Oregon Aloha,Oregon 97007 Lateral Analysis Only (503)-591-5853 (971)409-1810 Client : Welkin Engineering email:RLTILAND@lx.netcom.com JobNum : 06081 Date : 6-26-06 L • TIEDDWN SCHEDULE MARK TIEDOWN CONN, MBRS, STUD CONN, BASE ANCHOR • NOT REQUIRED SIMPSON CS16 2x STUD, U.N.O. b4F-8Sc# BRAP EA, END SIMPSON LSTHD8/LSTHD8RJ 4x, U.N.O. 24-16d SINKERS SEE NOTE 13 • 2-SIMPSON CS16 2-2x OR 4x, U.N,O. Wicic F IAPENE SIMPSON HTT16 2-2x OR 4x, U.N.O. 18-16d SIMPSON SSTB16 U.N.O. SIMPSON STHD14/STHDI4RJ 4x NO.2, U.N.O. 38-16d SINKERS SEE NOTE 13 3-SIMPSON CS16 2-2x OR 4x, U.N.O. bt'EACi pEND • I SIMPSON HTT22 2-2, OR x 32-16d SINKERS SIMPPSON SSTB24 NOTES 1. '•' INDICATES TIEDOWN TYPES NOTED ON THE PLANS FOR THIS PROJECT. 2. USE ALL CONNECTORS PER MANUF. 3. ALL 'CONN. MBRS,' TO BE DF-L 4. MINIMUM CONCRETE STRENGTH TO BE 2500 PSI, 5. TIEDOWNS LOCATED AT EACH END OF SHEAR WALL U.N.O, - SEE PLAN 6. U.N.O. = UNLESS NOTED OTHERWISE 7. 'EDGE NAIL' WALL COVER TO 'CONN. MBRS,', TYP„ SEE SHEAR WALL SCHEDULE 8. THICKEN FOOTING AS REQUIRED FOR TIEDOWN ANCHOR EMBEDMENT TO MAINTAIN 3' MINIMUM CLEARANCE TO BOTTOM OF FOOTING. 9, A HIGHER NUMBERED TIEDOWN CAN BE USED AS AN ALTERNATIVE TO THE TIEDOWN INDICATED. FOR EXAMPLE, A TYPE '3' TIEDOWN (2-SIMPSON CS16 STRAPS) MAY BE REPLACED WITH A TYPE '4' TIEDOWN (SIMPSON HTT22), U.N.O. 10. 8' MINIMUM FOUNDATION WALL THICKNESS REQUIRED. 11. THIS TIEDOWN TYPE IS NOT TO BE INSTALLED CLOSER THAN 8' TO THE CORNER OF A FOUNDATION WALL UNLESS SPECIFICALLY NOTED ON THE PLANS. 12. EMBED ANCHOR 8' MINIMUM INTO FOOTING PER SIMPSON REQUIREMENTS w/ MINIMUM 8' DISTANCE TO THE EDGE OF THE FOOTING, 13. SINGLE POUR INSTALLATION UNLESS SPECIFICALLY NOTED OTHERWISE. NOTE : These documents are provided soleli',tbr the project at the specific site noted on the "vet'stamped cover sheet and on the title bioci at the bottom of'each individual document sheet, below this 'rets'note, Any other use of these documents is unauthorized by the office RONALD L. TILAND CONSULTING ENGINEER.. Ronald L.Tiland Consulting Engineer Project : Pacific Park Plaza @ 13000 S.W. Pacific Hwy. P.O.Box 7066 Tigard, Oregon Aloha,Oregon 97007 Lateral Analysis Only (503)-591-5853 (971)-409-1810 Client : Welkin Engineering email:RLTILAND@ia.netcom.com JobNum : 06081 Date : 6-26-06 Sr;►Z 'EDGE NAILING' U.N.O. — SEE PLAN PWD. SHTG, w/ 10d @ 6' O.C. @ PANEL EDGES & 10d @ 10' D.C. IN FIELD U.N.O, - SEE PLAN NO HO Z PWD, �! A ,—'EDGE NAILING' FOR SHEAR WALL ABOVE NN ,� FLOOR JOIST, WHERE JOISTS RUN PARALLEL HORIZ. PWD, JOINT , ' TO WALL BLOCK FIRST JOIST SPACE @ WALL @ 48' O.C. & NAIL PWD, TO BLKG, w/ 10d@4' O.C. NO HORIZ, PWD. JOINT 'EDGE NAILING' FOR SHEAR WALL BELOW CONTINUOUS 'TIMBERSTRAND' RIM JOIST OR BLOCKING PWD. SHTG. w/ 8d @ 6' O.C. AT PANEL EDGES & 8d @ 12' O.C. IN FIELD U.N.O. SEE PLAN D. 1 TYP, @ PERIM{ & SHEAR WALLS NOTE : These documents are provided soiei1or the protect at the specific site noted on the "wet'stamped cover sheet and on the title floc;: at the bottom of each individual document sheet, below this 'red' note. 4tn other use of these documents is unauthorized by then,1�:ce vf' RONALD L. TILAND CONSULTING ENGINEER.. Ronald L. Tiland Consulting Engineer Project : Pacific Park Plaza @ 13000 S.W. Pacific Hwy. P.O.Box 7066 Tigard,Oregon Aloha,Oregon 97007 Lateral Analysis Only (503)-591-5853(971)409-1810 Client : Welkin Engineering email:RLTILANDBix.netcom.com JobNum : 06081 Date : 6-26-06 'EDGE NAILING' — SEE IF SHEAR WALL ABOVE SHEAR WALL SCHEDULE 'BASE CONN.' AT SHEAR WALL ABOVE PWD. SHTG. w/ 10d @ 6' D.C. PAIPv' FOR ADDITIONAL INF❑RMATI❑N AT PANEL EDG. S & 10d @ SEE 1.1 10' D.C. IN FIE D U.N.O. SEE PLAN - 4x BLKG. OR J❑IST OVER SHEA" WALL BELOW SHEAR WAL TYPE 'B' SIMPS❑N L 0 @ 32' D.C. 8d ► NAIL @ 6' D.C. 'EDGE NAILING' — SEE SHEAR WALL SCHEDULE STUD WALL PWD. SHTG. FOR SHEAR WALL — SEE SHEAR WALL SCHEDULE D. 2 INTERIOR SHEAR WALLS PERPENDICULAR TO JOIST SPAN NOTE : These documents are provided solely for the project at the specific site noted on the "wet'stamped cover sheet and on the title block at the bottom of each individual document sheet, below this 'red'note. Any other use of these documents is unauthorized by the office of RONALD L. TILAND CONSULTING ENGINEER.. Ronald L.Tiland Consulting Engineer Project : Pacific Park Plaza @ 13000 S.W. Pacific Hwy. P.O. Box 7066 Tigard, Oregon Aloha,Oregon 97007 Lateral Analysis Only (503)-591-5853 (971)-409-1810 Client : Welkin Engineering email:RLTILAND@ix.netcom.com JobNum : 06081 Date : 6-26-06 -9"2. J.. .,..... .. . ,,.. ...,. ... , �.. :.kit.... : ...... . . .. PWD. SHTG, w/ 8d @ 6' D.C, AT PANEL EDGES & 8d @ 12' 0,C, IN FIELD U,N.0, - SEE PLAN 8d @ 4' D,C, EDGE NAILING STUD WALL U.N.D. - SEE PLAN CONC. SLAB-ON-GRADE 2x P,T. PLATE w/ 1/2' DIA, ABS @ 48' D.C. TYP. U.N.O, - SEE 'BASE CONN.' AT SHEAR WALL SCHED, FIN, GRADE CONC, WALL D. 3 TYP, @ PERIM, & SHEAR WALLS NOTE These documents are provided soler,for the project at the specific site noted on the "wet'stamped cover sheet and on the title block at the bottom of each individual document sheet, below this 'red'note. ,env other use of these documents is unauthorized by the once of RONALD L. TILAND CONSULTING ENGINEER.. Ronald L. Tiland Consulting Engineer Project : Pacific Park Plaza @ 13000 S.W. Pacific Hwy. P.O.Boa 7066 Tigard, Oregon Aloha,Oregon 97007 Lateral Analysis Only (503)-591-5853 (971)409-1810 Client : Welkin Engineering email:RLTILAND@iz.netcom.com JobNum : 06081 Date : 6-26-06 1 PWD, SHTG, w/ 8d @ 6' O,C, AT PANEL EDGES & 8d @ 12' O,C, IN FIELD U,N,O. - SEE PLAN STUD WALL 2x P,T, PLATE w/ 1/2' DIA, A,B,S @ 48' O,C, TYP, U.N.O. - SEE 'BASE\ CONN,' AT SHEAR WALL SCHED, CONC, SLAB-ON-GRADE 8d @ sod. EDGE NAILING UN,O, SEE PLAN CONC. FOOTING D. 4 TYP, @ INTERIOR SHEAR WALLS NOTE : These documents are provided solely,1br the project at the specific site noted on the "wet'stamped cover sheet and on the title block at the bottom of each individual document sheet, below this `red`note. Any other use of these documents is unauthorized by the office of RONALD L. TILAND CONSULTING ENGINEER.. Ronald L. Tiland Consulting Engineer Project : Pacific Park Plaza @ 13000 S.W. Pacific Hwy. P.O.Box 7066 Tigard,Oregon Aloha,Oregon 97007 Lateral Analysis Only (503)-591-5853 (971)-409-1810 Client : Welkin Engineering email:RLTILAND@ix.netcom.com JobNum : 06081 Date : 6-26-06 Site Address: 9? 75- st,.) ritt, r�1 Building Division TIGARD Transmittal Letter TO: r9)1 c DATE RECEIVED: DEPT: BUILDING DIVISION 2006 FROM: I' U#' 11(1 JJ€kl 13 ekX. )ThT� �:r r `� COMPANY: pay PHONE #.: ��j " 5 7 b ' cote ( 19 . RE: 1 -F-) 0 O 7 6 4 ) (Case number, site address, etc.) r-t SS t �f orr (Project name or subdivision name and lot numb r) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Co ies: Description: nn Additional set(s) of plans. Revisions: `�jlek 1�LiJS oL�'�� Cross section(s) and details. Wall bracing and/or?ateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other (explain): REMARKS: FOR OFFICE USE ONLY Routed to Permit Technician: Date: Initials: Fees Due: ❑ Yes n No Fee Description: Amount Due: Special Instructions: Reprint Permit (per PE): ❑ Yes ❑ No ❑ Done Applicant Notified: Date: Initials: I:Building\Forms\LetterTransmittal.doc 03/06/06 : 4Y *,,: .1 r Iii‘ :,. II& _. 54 114,• WELKIN ENGINEERING, PC n 0 Engineers C7I Planners i surveyors /,. - '" E TRANSMITTAL DAThJOB NO. TO: . C,2 I ' er.'...-" ''''''" '-'_, (11- `1- CF I i 61 Nce-- ATTENTION , 0 ' .... i (1.-c ' AA,..\ t--\ Ao.....c...._ G L../i,..':N, 1..... . i 1, WE ARE TRANSMITTING THE FOLLOWING BY: Mail Messenger _ - — Other •4,';• elt.v Ativmotgattvp.i:i.. ..i4.L...i---' 414,ira:ii' w,A,,,;,, 111111111111111111 Z.- . , , 1 2 ar MIL 'e ri ' • t .4410 ' •••'•do 11 .ii.....1111111111111111111.111.11111111111111.. 7 110111, , V.X.0 ,-„ , \,„, V V.I,„„,,„t„•&V , AS INDICATED BELOW: jFor approval For your useAs requested For review and comment - REMARKS: CC: SIGNED BY: 0( d+ 8000 SW P . FAFFLE ST. 0 PORTLAND, OR 97223 9O3.59E1.1888 CI (F) 503.598.1868 0 WELKIN PC@ C 0 NI CAST.N ET