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9970 SW GREENBURG ROAD .............. ............... .............. w . kilo K9 Ii I A A 9976 5'W GREEN1313RG Rf-V,',)- KWIK KOPY 4 CIT(OF TIFA RD i L R"I I F l GATE OF c�nroFTWARc OrcLiOgNc.Y COMMUNITY DEVELOPMENT DEPARTMENT � ORROCH t�E:RI�i t r #t., , , . . . , � SUP91 0:."00 13125 SW FWI Blvd. P.O.licx 2339,Tigwj,OrtV n 97223.(603)83614176 3I'T'f� AUUR179S. . ,. o V9(r 70 W ORF E.M.1URl3 PI) PCIRC171.-4 I.S1, .'6I)I: 1119+4t Vo I �UEtV 1 V T S I ON. . t LEHMANN Ar;R.` T RACI 2.1:H%1]NO w i:: 1 BLOCK a 1_CJ1.. . . . . . . . . . . . . g6 ,:t_A'39 OF WORK. 6NEW FYPF, OF' LISE:. . . t CAIIW OCCUPANCY GRP. t Flt, OCCUP'ANLY 1_.011F►t 'TENAN'T NOME:. . . t Remarkc,s Construct shwa .-vtory oftice t,ldil w/partiail ::'rid flr,, tit rms, int wai .li_ TTP to be pail] in in%tail lmentrn, fApplic:ation auhmitt ed, sent to Phyllis. Commorr.i.al Tlr', Total $8, 903. 00. Il w n e r a _... ......._ _._.. ...... .. . ._.. _ . ._ _... .._. PROJTECT MANE4GLIVI'INIT 6ROUP I . 34 N. W F" .RST AVE'lUE:, SIJ I 11: 1! 0;1r4 i POR i I.AND OR 9 7;.*"09 F'hnne #1 2238622 C.antractara _...__.__.. _._._.__,.. . .._..__..., ..._ _. ,.. ...___...._ PROJI._i;.T MANAGEMENT GROUP :34 NW FIRST E3TREi. T, SUITE 304 1!11121 L_ON1) OR 97P09 R akI #. 6:3 753. Occupancy of thy. above re'Ferenced Fauiiciing is, hPretry yivnn, anti certifi.et, thg c. ampitdrice with the State Of Orc+clan spec:iarity codoo, far the tlrok.cp, orl.".1PA-r6-cr~y, 611f. Nse under whirh the r of er-erlc ed permit- wiRr; t 1stsued. Al F' 1 11RTMEI�IT b . �!NO SN F A SF ,_.e, _ 6LJl L..1)lNI _6IF'F POINT IN C(1N!3 )I CUC]S PI_.ACL" JUSCrION NOTICE City of Tigard Building Depa.^tment 13125 SM Ball Blvd. Tigard. Oregon 97223 Inspection Lina (Rec-o-Phone: 639-4175 Biwiness Phone: 639-4171 Inspection:.--------.__-- -- -- ----.-- Footing Plbq. Underelah Mech. Rough-in App-/Sdwlk Founa. Plb9. Top out Gas Line FINAL: l\ Post/Bema 3truct. Sen. fewer Framinq -Bldg., Poet:/Beam Mech. Rain Drain Inaulation -Plumb. Olhq. Underfloor Water Lina Gyp. Bd. -Mech. Date Regsaeeteds_ Addrauas_ ,��,9 _ _ Permit : 9.1- Bullder; THE FOLUMI'NC CORRECTIONS ARE REQUIr.EDs Inspectors � 'J Dates ./'' /3- 7 Y vA ,ROVFD DISAPPROVIM _ APPROVED SUBJRM To ABOVE —Ca'1 For Reinsp. INSPECTION NOTICE City of Tigard Rnildi.nq Depertw:int 13125 SN Ball Blvd. Tigard, Oregon 97223 Inspection Line (Ree-O-P ne)t 639-4175 Business t,honc- 637-4171 Inspections___ Footing Plbg. Underslnh Koch. Rouqk2n Appr/adwlk Found. Plbg. Top Out Gas Line FINALt Post/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Insu_attun _-Pluteb.� Plbg. Underfloor Water Line Gy-2. Bd. -Meeh. Date Requested: 3 1 -1 _Time: AM PM Addcesa:_ Builders THE FOLLOWING COik�RCTIONS ARE REQUIRETIs OcrJ�✓r�(' .r— Inspectors �G �� -- D1tes___ _APPROVED DISAPPROVED - APPROVED SURJXIT TO A90VE Call For Reinsp. y I`IHK W:: WLI T tr4U 1 NttK 1 I'4b (OW I-'u 1 I I .wf WALKER/DIL..OREE T'O/YOUNIE, INC, Q COJSULTING STRUCTURAL ENGINE ERS 215 3.W,HOC)KER STPrET, PORTLAND,OREGON 97201 503!223 0555 FAX 503/223-1075 Job b 7 970 . o o. Sheet No.�M��OF Client_. f. x/C �-X Dates 10I1u1 A. wnLKwn I I ,iAi � IN 1:.). PIA0 ,,nDr w 1:rrasr•,n I',F. �.�-�'p�OF I i I I I � i 1 � ` 'Al ircnrNln y��12,4 1 `'�� :01.Of1A00 IAWAII OAHO MONTANA NEW MEXICO �, yq ,Q� OREGON i4 WASHINGTON IA,"% C , C `a CN Yfi'E 3�.� M 4'�L7 IT T-1 LG LL Its, SM. -1 6 t; D otS p� LU G Cz MHP 05 '42 10:59 WDY ENGINEERING Lid ru_ 1 1 . WALK ER/E:>ILOF:JET0/YUNlE CONSULTING STRUCTURAL_ ENGINEERS INC. `'�'S.W.HOOKER STREET, � PORTLAND,OREGON 97201 503/223.0555 FAX 503.223.1025 Client _""=-='- =- , GZ. � •-1ob No. —j-�____— ------_ Sheet No. RINCIPAL$ -�- r_y I._' __ - Date ' By ROBERT A• WALKErj DALE J. I ....� � I - _ � .,,,�--..1_�.:..,.. . I.. •-.,..,,. {.. -1_..,_� ��_w� DILORETO WADE W. YOUNIE ICENEEQ P, -�. .f__ I i..�. - -•, ,. ��L.-• �' _..�_ H ! �I 1� _ - .....�_. •".j ARIZONA 1 - I _i_._ _ -- - 1'• _ _ CALIFORNIA -- - - ;DAHQ r _ ''MONTANA NEVADA opt COON SEW MEXICO I� - ✓� _ I _� _ - _ �''ASHINOTON - -- -'rl- _ I .' �• �.i __-{-, I. i ],1I'�4 %CT ION 1 ICE azBuil�t'�+q pepart�e.t City of 'li4t � '97223 13125 Sit Hall Bl.d ", Siga,d- prego• BuainF:ee Fhon©: 639-4171 Inspection Line (Rec--O-'?hcne): 639-4175 Tnepoction:M__ - Footing Plbg• Ondocelab Mech. Rough-in Appr/Sdwlk Found. Plbq- Tap O::t Gas Line FINAL: San. Framing -Aldg- Poet/Ream St:.'+uct. +w Rain Urein Insulation -Plumb' poet/Ae++:n Me(h. _ ,_ plbq• Underfloor water Line Yp' -Hoch. Ad. —PH Date Hequeet ed:, p�irnJ.t Address:- I iT----- Hui Ider, THE MLjLOw]NG ECTIONS ARE 12j IRRDf -- Ad nares: DISAPPROVED APPROVRC SI)AJF.CT 7n ABOVE RPPII - I Ca11 for Reinop. Constrw cion Inspection&Related Tests Carlson 'Testing= Inc. F.O.Box 23814 Tigard,Oregon 97223 Phone(503)684-3460 FAX 684-0954 March 2, 1992 #CP-6951 FIELD INSPECTION REPORT DATES COVERED: February 25, 1992 PROTECT: Kwik Copy/?progress Graphics (Job# 265) ADDRESS: 9970 S.W. Greenburg Road INSPECTOR: D. Leach #360 02-25-92 : CTI representative was requested to check the epoxy rebar placement at the retaining wall. stairway on the southeast corner of the building. Found the contractor. used Masco epoxy not Hilti. Attached is the information sent to us from the contractor , All work appears to be according to plans. Our reports pertain to the material tested/inspected only. Information contained herein .is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not aesitate to contact this office. Respect-fully submi�ted, CARLSON �TESTING� JNC. Doug, , W, Leach President DL:tlt cc: Project Management Group Ken Parker Masonry City of Tigard =INA+tw VW W- °1A nw a: aw �YS�RC.T,,�i VO^.ICE City of Tigard 8-uilding Department: 13125 Sal Ball Blvd. Tigard, Oregon 9722.3 Inspection Line (Rec-O-Phone): 639-4115 Business Phone: 639-4171 Inspection: — V ( 'n�y-- ----- ---- Footing Plbg. Ur.derslab Mech. Rough-in pr/Sdwlk Found. PIbg. Top Chit Gas Line FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. Poet./Beam Mach. Rain Drain Insulation -Plumb. Plbg. underfloor Wat7er Line Gyp. Bd. -Noah. Date Requeated: 1 `–�1 Timet aKlY ANI�Ar� PN f Address: 6- a 1-16 �1(�,Q�(t u Permit �t �� ✓w Builderr �] 7 THP, FOLLOWING OOKMCTIONS ARE REQUIREDt Afi �. J w _2,.%,0� ./ �.i►. ,f�� ' - - Y f Inspectors APPROVED _ — DISAPPROVED _ APPROVED SUBJECT TO ABOVE Call For Reinsp. PPOJECI MANRGEMENT PDD TEL No .223-8550 Feb .28 ,92 10 :44 P .02 FEB 27-192 18:44 WDY ENGINEERING 6575 PE2 WALKER/CALORE''1"CaNOUNIE, INC. Ilk CON5'ULTI-1413 STRUCTURAL ENGINEERS 216 S.W.HOOKER STREET,PORTLAND,ORSOON 0720 i 603/223-U555 FAX 603!229.1026 Joba?-Vll��-_ V� __- � glob No. --- Shoot No. �r Client W�w_•.-+_-_ �lt°r Y t_ _�- Date 2—? gy 0E 'AINOIPALS ROBERT A �.c-. ''.. . ex. WALKER DAIS J - _ DiI.ORETO WADE W. YOUNIE _ -a_._ .. . � - r I � � ICENSE0 N,6. ARIZONA ' A:,��. CALIFORNIA COLORADO HAWAII -- IDAHO MONUNA NEVADA NEIN MEX100 - ....,. ... I �•" �-�..` onrooN WYOMING , �OR _ _ .I..... .� pa I _ 1-7 f MW if PRODUCT DATA • PRODUCT DATA • PRODUCT DATA • PRODUCT DA TWO COMPONENT SYS HImMODGE M�SCC]i HIGH-MODULUS,HIGH STREN STRUCTURAL EPDXY PASTE ADHESIVE MASONSSUPPLY �pMPANY_ P.O. Box 42367- FOR INDUSTRIAI. 115E OP Portland, Oregon 97242- (503)234-4321 -FAX(503)234-5606 MASCOBOND til MOD GEL is,; DESCRIPTION 100 , solids,two Component MOISTURE INSENSITIVE epoxy structural adhesive system. Has a uniq HIGH MODULOS OF ELASTICITY,wr7en mixed with salt-free, kiln-dry silica aggregate will produce a sag-resistant mortar for both verbs and overhead patching of interior surfaces.MASCOBOND HI-MOD GEL gel-like consistency is an excellent structural adhesive for of mating or non-mating surfaces where the glue line will not exceed Aof an inch.Recommended to grout anchor bolts,to sea) to set injection ports prior to injection grouting.' bondir ADVANTAGES: a racks,ar Gel-like consistency Easy mix ratio of 1 to 1 A:B. Fast setting provides high early strength. Insensitive to moisture before, during and after cure," Non-abrasive formula permits application with automated equipment. Provides excellent adhesion to most structural materials. Low temperature curEr as low as 40°F" MASrOBOND 11 MOD GEL conforms toASTM-C-881-87,Type I and IV, Grade 3, Class B & C„AASHTO-M235 86 PHYSICAL. PROPERTIES "`'—------- TypePACI:AGfNQ,; Available In 2 quart,and 2 gallon units.Available In larger Moisture Insensitive&low temperature cure R-19&i[;,qu'est. Hi-Modulus Epoxy Gel Mixing Ratio 1 A to 18 by volume VERAQE: 1 gallon of MASCOBOND HI-MOD QEL when mixed with Color Part A Resin Light Grey ga on o loose aggregate will yield appp Ad•Mix Light Grey inches as grouting. roximately 360 cubic Inches, 1 Part g Hardenor Light Straw gallon of MASCOSOND Hi-MOD GEL w111 yield approximately 231 cubic Viscosity Ad-MixASTM-0-2393 Gel 'Cl4UTiT JN 'Minimum application temperature 40°F Pot life' Noat Approximately 3U rnln�fe� Tack Free rime �� ...75 j 'Maximum glue line 14 of an inch 14-16–ho2.4 hours 1" a h.,,s 'Maximum epoxy mortar thickness is 1 V;-Inches per fill "'AMBIENT TEMPERATURE *FPOxY mortar is for inle0or use only 'Do not thin, Solvents will prevent proper cure NEAT BINDER 'Use only oven driud,ggregate Bond Slrenglif I,PSI, ASi M C-882 'Do not seal exterior labs on grade 2 Days(moist cure)Hardened concrete to 'Material is a vapor barrier after cure, hardened concrete or steel 1800 min :Not for sealing cracks under hydrostatic pressure 14 Days(moist tura)Hardened cnncretv..to Minimum age of concrete must be 28 days for mortar hardened concrete or steel applications Water Absurplion 24 Hits% 1600 min 'Test for moisture vapor transmission for mortar appli- Heat Deflection Tem ASTM-D-648 rature 7 days ASTM-D-570 .5%maximum cations. Moisture passing through the substrate by Y Linear124'F pressure during the app(cation and curing of e Compressive e CO-Efficient of Shrinkage orT Cure ASTM•D-2566 ,003 maximum cause bond failures poxy will Strength ASTM-D-695 PSI ....417F_ ....7 'Due to many variables in bonding on damp surfaces, 24 Hours 5800 ...r�0'F. be certain to lest application under the same 3 Days 5000 1 p�T 9800 conditions as the full scale v ork. 7 Days 9000 10tipO9600 E8:'�EMPERATR Compressive Modulus 14 Days PSI Will cure at lamperatures as low as 40'F.,provid- rensile Properties ASTM-0.638 4.9 x 105 ing the temperature will be 40'F and rising during the next 72 hours. 14 Days Tensile Strength PSI Epoxy materials and aggregate should be stored at least 24 hours prior Elongation of t3reak% 7200 to use at 65°F,or higher.Epoxies stored below 60°F,will cause the epoxy Acidulus of Elasticity PSI to thicken substantially making it difficult to property blend the two m,11 =lexurat Ploperttes 14 Days ASTM EY 71JI0 4 4 x 105 erials and obtain a proper mating of resin and hardener PROTECT El6opent Strength PSI FROM INCLEMENT WEATHER AND FAEEZINJ. if product len,pera- endint Modulus of Elasticity in 58f tura felts below 50'F 11 Is,�,*n,mended that a product temperature or tiending PSI 7.?x 105 70°E be obtained prior to using —INDICATES TEMPURATURr- 1`01r,CURING&TESTING IISCIA1MER OF WARRANTIES ANG LIMITATION OF LIABfLITY:Mnsous suaP�r COMaATIr 1t r at Solicit ehur+ro ItoxVK o, clu rd ox b purrhLI pTA IIrt IISON WARRANTY IS MAS[IN NS OF SUPPLY :�[IAAi Ot'�a I warraal6(hat it a�Y PP )1ANUIX11rAYUrOITII1NI IN W1 of1IAHI IE[N[UvOISCLAIMEU IT 15UNDEkStp00ANDACi9EED7rIATaUY[R'5SOIrrl[MBbrAhC,:HEREF0REISE.PpIERSrove 11APllRYw+Celeosve it) M,ransh,porn+o'er ,r -4A UNIX H ANY WAr11 F II r,1N Nit Cil I ARI t ,Ott p1 iQ Iryylc�S ; NE n WARRANTIES•EA NU THEREF RE SEI.b INCI U01Np 111E WA1 ItR IN CS OFA T Ji.rrfly XIf1`14AN<,/MA"NOCIRCUMSIANCISStrA[t SrtlrrMI. iASL StLWITiiOlArp+[�IgLAETUF COFTHE LIR 14ASEPRICE PAID 9YFUr 11fCRINCON1HACt, I i it wo srI 11IT S I IAIIII 17Y aoluru Qt,Mkeeur,tlq Uou,siren determine the IL/Ra it r UVEN11Al OAM iL►w+SERORREP1ACrM1'N70f ANvUrF[�ry[DOpUS a Irn7rS[d llu5 i,nragrarrh rrtp no,be or II n Y 0 Ihe�^odJct to hiS Intended use tl Usa ARES rr it PRICE STATEU FOR 1�I[p00hS IS A CONsinrRATION a y rudirred 1r1[RE ARE NO WARRAfJ7itC u,N,� r r _ essurtMe w rete....1,,,, . INS IN NOTICE city of Tignra ..uild.ing Department 13125 Sit Ball Blvd. Tigard, Oxegon 97223 Inspection Line (Rec-O-Phone): 619-41'15 Business Phone: 639-4171 Inspection:_--__ --- Footing 01bg. Underelab Appr/Sdwlk Found. Plbg. Top out / Oas Line J FINALS Poet/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mach. Rain Drain Insulation --Plumb. Plbg. Underfloor. Water Line Gyp. Bd. /I — -Tech. Date Requested: =7�._-P �� T`i ne: _ _AM — � ,QPM Addreee: Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspeatolrs/_..Gly _ _ — D&te: L 4'r7 y APPROWD DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinep. Mill ,[NRrECTIGN City of Tigard Building Department 13125 OW Ball Bl-vv;. Tigard, orugon 97223 Inspection Line (Rec--o--Phone): 639-4175 business Phone: 639-4171 Inspection:_______ -- - -- footing Plbg. Underalab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Cas Line FINAL: Poet/'seam Struct. San. Sewer Framing -Bldg. Pout/Ream Mech. Rain Drain Insulation _ ' j/t, Plumb. Plbg. Underfl% Water Line Bd. -Mecl.. r Date Aecluesteds,��2 Times PM v .ddreessC� L � _ Permit I= Builders THE FOLLOWING CORIVCTIONS ARE REQUIRED: \.jr��rl L�� !AJ //LLIi �.JZ t-�-i�ll��C.•-'�I/ �_ ��JJ //JJ �" �2d__ Ceti t-v� • -.- i -o n ItiscEo[t e4- Dates 11PPROVED DISAPPROVBD APIROVE'D SUBJECT TO ABOVF Cell For Reinsp. 9,e � INSPECTION NOTICF City of Tigard Building Department 13125 SM Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O.-Phone: 639-4175 nueinese Phone: 639-4171 Footing Plbq. Underalab Mech. Rough-in Apl,r/3dwlk Found. Plbg. Top Out Gas Line FINAL: r- Pont/seam ,eruct. San. Sewer raminq -Bldg. Post/Ream Mech. Rain Drain I -Plumb. _I Plbg. Underfloor water Line Gyp. Ed. -Meeh. Daca Rdgnested:— TimeI PM Address: ` 7/) /��-- -�U-'J— Builders J ! 7 2 TBE FOLIMING CO CTIQN9 ARE REQUI1EtED: Inspectors fJ J Dates / APPROVED DISAPPROVED APPROVE13 SUBJECT TO ABOVE Call Por Reinsp. t� MptgPION NOTICE city of Tigard Building Depart—nt 13125 gV Ball Blvd. Tigard, or.egoo 9% 23 Inspection Line (Rec-o-Phon%)t 639-4175 Business Paone: 639-4171 Inspection: -- -__- Footing Plbg. Underslab Mach. Rough-in AFpr/Sdwlk Found. llbq. Tpp pet Can Line FINALS Poet/Beam Struct. San. Sewer !taming -Bldg. Poet/Beam Mech. Rain Drain Insulation -plumb. Plbg. Underfloor -Wa/ter Lina` GYP• ad. -Mach. "� I ( Z Time Date Requested: �1 Permit #1 L Addrese: C v But l de r:THE FOLLOWING CORRECTIONS ARE REQUIRED: OF ` Z i In"ctort f --------- APPROVED APPROVED - — DISAPPROVED 1"P"CVXD SUBJECT TO ABOVE call For Re'nsp. i • F INSPRG"fION�1OTICH, City or Tigard ecildi" Dwpart;a9nt 1:115 BN Ball Blvd. Tigard, Oregon 9-7223 Inepection Line (RO-Phone�t 639-4175 BB(R---G-Phone): aiiness Phone; 639-4171 Inspection: Footing P1bg. Underslab Mech. Rough-in Appr/BdMlk Found. Plbg. Top Out Oas Line FIR'AL e Poet/Beam Struct. San. Sewer _^ ( grau1nq -Bldg. Poet/Beam Mech. Rain Drain Inaulatlon _ply. Plbg. Underrloor Water Une n Yp• 8d. -Mech. Dato Requeetedt n Times AA Addreaal- `� 2:� � i3.� //`t'��L� / / pM Permit alt 7 ! 3ov Buil,jert t 4! c THE P'OLIOFING CORRECTIONS AM RBWZRRDt ,47 r� ld t - / r' Aj r a+ .t r G I Inspectors I� natal e_ 9 ,__APPROVED DISAPPROVED _-_ -- -..._ APPROVED SIiBJRCT To ABOVE For Reinap. I MOM City of Tigard Building Deparhiment 13125 811 Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rae.-O-Phone): 639-4175 Business Phone: 639-4171 Inspection:° --f' _ Footing Plhg. Underelab Mach. Rough-in Appr/So.lis Found. Plbg. Top Out Gas Line FINALS Poat'Beam Struct. San. Sewer Framing -Bldg. Post/Heart Mach. Rain Drain Insulation -plumb. Plbg. Un,lorfloor Nater Line Gyp. Bd. ^_Koch, ti date Raq+taatedt__ Time: / "-11:•. PFI Addree,t �! Permit/it #s 2 �� THE FOLLOWING CORRECTIONS ARE REQUIREDt Af i Inspec:oDatst t� '� 2._.. --- ---- � Z � _ ___APPROIRU --- DISAPPROVED APPROVlD BUejaCT To ARM Call For Reinap. i City of Tigard Building Departeent 13125 SW gall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Plbg. ugd"erslalr' Mach. Rough-in Appr/Sdwlk F und. Plbg. Top chit Cas Lina FINAL: Post/Beam Struct. San, Sewer Framing -Bldg. Post/Team Mach. Rain Drain IneulatLon _ply. Plbg. Underfloor Nater Line h Gyp. Bd. _ . Date Recp:eatedf�_ / • - Tifie✓/�` PM Addreeq:�� Permit # Builder: ��'/ �.�..�.�. J C�•'7� THE FOLLOWING ZREC'TIONS ARE REQUIRED: , -------------- i - Inspector o-`L� ------ Date:— �" ----- --------- C APPROVED DISAPPROVED APPROVED SUBJEG`T To ABOVE ■ Call For Re.nsp. ubrim.:'y:•tt LN6PZCTION NOTICE City of Tigard HeilQieg Dspsr7ass"= 13125 M Hall Blvd. Tigard, Oregon 97223 • • Inspection Line pec-O-Phone): 639-•4175 Business Phone' 639-4171 Inspection' — Tooting Plbg. Underslab C sch. Rough-id Appr/Sdwlk Found. Plbg. Top Out as Line FINAL= Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line OYp• Bd. Date Requested' -C Timet 11N _yl _ Addrawnt_(X? Builder:___C�� __� �.�� / / /✓ TRE FOLLOWING CORRECTIONS ARE REQUIRED' Inspect0 �,`�-• --. _ Date-_�_� +-`� APPROVED DI3A^PAOVRD APPHG4T.') StlB.JECT TO ABOVE Call For Reinsp. IrsyscTION NOTICa. city of Tigard Building Department 1.3125 gW f1all Blvd. Tigard, Oregon 97223 Inspection Line (Rec•o-Phone)�:�63.9�--44175 Business Phone: 639-4171 Inspections—— Footing nspection:_—Pooninq P•bg' Underslab Mach. Rough-in Appr/Sdwlk Pound. Plby. Top Out Gas Line FINAL: Preminq ?pBldg. Post/Beam Struct. San. Sewer .� Yost/Ream Mech. Rain Drain Insulation -Plumb. � -Mach. Plbg. Underfloor Water Line Gyp. Bd. ,/_� ' / _ — — ---Time: AM PN Date Requests d: — Permit is Addrepe:-' 1 Builder: THE FOL-'/1WING CORkiCTIONS ARE REQU RED: -- t-� Dete:1��Y Inspector: APPROM DIBAPPTAMD APPROVED 8UWVCT TD ARM Call los 1binEp. MECHANICAL CITY OFTIFARD C11YOF7MID PERM I T I COMMUNITY DEVELOPMENT DEPARTMENT offem ;-,[.-.Rmi,r #. . . . . . . : mEc91--028'j 13125 SW HWI Blvd. P.O.Bok 2=97,TIWJd,OM90n 91 (503)*J&4175 6 -') -'I I / I (""SATE ISSUED: 01 /2'9/9 ' SITE ADDRESS. . . 9970 SW GREENBURG RD PARCEL: IS126DC-04601 SUBDIVISION. - - - . LEHMANN ACRE TRACT ZONING: C-P bLUCK. . . . . . . . . . .. LOT. . . • • • . ' . _. OT. . . . . . . . . . :6 CLASS OF WORK. . :NEA FLOOR FURN. . . . EVAP COOLERS: TYPE OF USE. . . . :COM UNIT HFATEqS- - : VENT FANS. . - -2 UC(-UiPANCY GRP. B2 VENTS W/O ADPL: VENT sysTEms: G BOILER" /COMPRE-SORS HOODS. . . 31-OrRIES. DnMES. INGIN: FUEL 0-3 HP. . . . -.0 -, /GAS/ 3-15 COMML. INCIN, MAX INPUT- B'ru 15-31171 HP. - - - : REPAIR UNITS: CIRE DAMPERS'?. - : 30--l!'50 HP. . . . : WOODSTOVLS. - .-)AS PRESSURE. . . : 504. HP. . . - " CLO DRYERS.- 00. OF AIR HANDLING UN I TS OTHER UNIT5 AURN ( 100K BTU! 10000 cfm: GAS OUTLETS. 2 JRN ) =,I00K STU: > 10000 afm : ;%emEjr,4js : CoTistri.mt two—story office bldg w/Pat'tiLRI 2nd flv" tlt "s. int Walls- Owner: 1--^EES i.-ROJECT MANAGEMENT GROUP INC. type amol.tnt by date— recpt -34 N. W. FIRST AVENUE, SUITE 0 304 PtRMT t . 00 11-14 01 C PLCK $ 10. 00 JLH 01!_'9/92 F:,ORTI—AND OR 17c'09 5PCT .21. 1710 -T L H 'x11 :'9/9: �*Jhcine #: 223-8622 C,ontracto;,: ONCTIL SHEET METAL- CO. 4320 N WILLIAMS AVE PORTLAND OR 97217 281-0752 $ 5E,. 00 TOTAL R e q 088'j 7 __- -_ .___._.__._ REOU T IRED INSPECTONS This pervit is issued subject to the regulations contained in the F: anal Inspection Tigard Municipal Code, State of Ore. Specialty Codes and all other ------------- aoplicable laws. All work will be done in accordance with approved plans. This persit will expire if work is not started within IN days of issuance, or if work is suspepded fn.r sore than 189 days. �'-kp --Mi.ttee 'Iteri n v : Call for ins rection 639-4175 1m7j7CV1HEATING&COOLING SERVICE CO 503- 282-5700 4320 N.Williams Avenue Portland,Oregon 97217 C ?0 �1 1 LITY UE- i I LjiS-lkl) RECL I Pi UV POYML-N I kLLL 1 p f Nij. a 9 CHE=CK AMOUNT a NAME a ANCTIL SHEET METAL CASH AMOUNT ADDRF.SS a PAYMENT' DPTE GUBD I V I G'I ON 111111) PURPOSE. 01' PAYMENT AMOUNT 1-1411) MECHANICAL PE 40. 00 PLAN CHECK FE 0. 00, ST. BUILD PER 2. 00 ()170 SW GREENRURG RD TOTAt AMOUNT 01117 ir INSPECTION Nd.CICE City of Tigard Building Dep"t't 13125 SN Ball B1v1. Tigard, Oregon 97223 Inspection Line (Roc-o-Phone): 639-4175 Business Phone: 639-4171 inspection:__— FootingPlbg. tlnderslab Mech. Rough-in Appr/Sdwlk —� Found. PlGas Line FINAL: bg' � Out Post/Beam Struct. $ps:. Sower Framing -Bldg. Poet/Beam Mach. lain Drain lnsulatl.on -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Meeh. Times AM PH Dete ltaqu�etad: Permit Addre re: -- Builder• . THE FOLLOWING CORRECTIONS ARE REQUIRED: Dates Inspector: --- --- APPROVED DTSAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. CITYOF TIFARD RO �/ COMMUNMY DEVELOPMENT DEPARTMENT mom 13125 SW Hell Did P.O.Box 233W.T19affll,OnPgOn 91 (6W I4304175 PLUMBING PIL*RM-IT PERMIT #. . . . . . . * PLM91 -01�15 639-4171 DATE ISSUED: 01/2z-/92 SITE ADDRESS. . . : 9970 SW GREENBURG RD PARCEL- 151,= )C-0460 ! SUBDIVISION. . . . : LEHMANN ACRE TRACT ZONING: C-P FLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :6 MF- CLPSS OF WtJPK. . :1'4EW GARSAGE DISPOSALS. . : MOSILE HOME SPACES. : I*YPE OF= USE. . . . :COM WASHING MACH. . . . . . . : BACKFLOW PREVNTRs. . : OCCUPIANCY GRP— :B2 FLOOR DRAIN;. . . . . . . : I'RAP'�a. . . . . . . . . . . . . . . STORIES. . . . . . . . :? WATER HEATERS. . . . . os CATCH BASINS. . . . . . . r F:*IXT'IJREG--------------- LAUNDRY . TRAYS. . . . . . 9 SF RAIN DRAINS. . . . . : SINKS. . . . . . . . . . : URINALS. . . . . . . . . . . . I GREASE TRAPS. . . . . . . . LAVATORIE=S. . . . . :` OTHER FIXTURES. . . . . : 1 TUB/SHOWERS....: SEWER LINE (ft) . . . . : WATER CLOSETS. . :2 WATER LINE (ft ) . . . . : DISHWASHERS. . . . : RAIN DRAIN (ft) . . . . : Rpmar-1-(s - Constr,,.tct two-stot-Y offi(--e bldg w/pat-tial 2nd f1v-, tIt r-M-,, int walls. Owner: F'EES PROJECT MANAGEMENT GROUP INC. type amount by date r-ecpt 34 N. W. FIRST AVENUE, SUITE #304 PRMT $ 37. 50 JLH 01/24/92 F-,LCK $ ). -�6 JLH 01/24/92 PORTI-AND OR c7205 P,C,T t 1. 88 J 1..1-4 01/24/9J' 1=11-ione #.- 223-3622 Contractor,: -------------------*-----'--*------- qNCTIL P,LUMBING 1.6900 5W ME14-0 R0 BEAVERTON OR 97006 $ 4G. 76 TOTAL Reg #. . : 24.184 ------- REQUIRED INSPECTIONS This permit is issued subject to the regulations contained in the WrAt :�V- Line Insp Tigard Municipal Code. State of are. Specialty Codes and ail other Rai.tqh--in Insp applicable laws. Ail work will be done in accordance with P,LM/Undev,f I approved plans. This permit will expire if work is not started Top—ol.tt Insp within 180 days of issuance, or if work is susoended for more Storm Drain Insp than 180 days. Rain Drain Insp F i n a I I n s pest i on per-m i t t e e S i gnat 1-Ir-e -� _2 ------ I Call fur inspection 639-4 175 r r r r • r • • • r �r � � - s 1_..1 Ll �11_„) Ll Ll Ll IL 1 *I 'r 7 • rt� �i�+"'�� P• a'kMs„A;��t��4,�'��!{�1�i;�1�.Ir l�� .l isr�1,�; t r�t.(F&�'}9_.','.� • r I CITY Or TI(W)RE) - RECEIPT OF P= -IYME.NT W-clFIT NQ. 192-222656 656 CHECK AMOUNT 48. 76 NOME a ANC7IL PLUMBING GASH AMOUNT 0. 00 ADDRESS n 16900 5W MERLD RD PAYMENT DATE: a 01 /30/9c”, � 5:1AE?IVI43I�1N c BEAVERTON, OR 9-7006-- c'IARPOSE OF PAYMENT AMOUNT PAID PURPOSE:. OF PAYMENT AMOUNT PAID s." oJMBINA PERM ��. _... __.. :37. 450 PLAN CHECK FF ,1 BUILD PER 1. 88 I i +!(h SW (IREENBURS 141D f I I' W OMOLJN,r vjAI t) _ - - -) 48. 76 W INSPECTION NOTICE City of Tigard Building Departs ent 13125 Sp Bell Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639•-4175 Business Phone: 639-4171 Inspection: Footing Plbg. Underslab Mech. Rough-in hppr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Boam Struct. San. Sewer FraLaing -Bldg. Post/Beam Mech. Rain Jrain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Rd. -Koch. Date Requestedt /D� ��,� Times / - AM _PH Address;----_L..L � / Permit #o -7 Builder= � THE 'POT-LOWING CORRECTIONS Ake REQUIREDt /1r.�� i� •1P21iJ.� Y/ v' Inapoctor:_ � Date: 6 APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVR -,----Call For Reinsp. ti ��!-Jlgd '_�City OfSiyacDepartwc3nt 13125 top Ball Tnepection Line (Ree-O_phonee 97223 ): 639-4175 Business Phone: 639-4171 Inspection: Footing Plbq. Underslab Mech. Rough-in Found. APPr/Sdwlk Post/Berm Struct. Plbq. Top Out Cee Line FINALt San. Sewer Framing -Bldg. Past/Deem Mesh. Rain Drain ------� IneuLatlon -Plumb. Ploy. t•nderlloor ) Water Line GYP. 9d. Date Re -Meeh. g�eat.dt� / 3`{ Time: AM Addresat J Builder: ---�-•:�! _ Permit f 4 THR FOLLOWING co, .CTIONS ARE —'-_—� _G REQUIRRDt P' ' Date APPROVED D13APPROVED ' 11PPROVRl7 SUB.IECT TO ABOVE __Cell For Rsinsp. �r.ption I BPECTION NOTICE City of Tigard Building Department 13125 BW Hall Blasi. Tigard, Oregon 97223 Line (Rec-o-Phone)t 639-4175 Business Phone: 639-4171 7napections �--r— Footing Plbg. Underelab Mech. Rough-in Appr/Bdwlk Found. Plbg. Top Out Gas Line FINALt Poet/Boars 3truct. Ban. sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plhy. Underfloor Nater Line Gyp. Rd. -Mach. Date H®questedc _ Tiatet AM PM Addr..sas z ��1i�T Permit #sqZ L225 Buildert THE FOLLOWING CORRLCTIONS ARE REQUIRED: I Inspector: —� Dates __ L APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Fri Reinsp. i INSPECTION NOTICE City Of Tigard Building Department 131:" SIS Ball Blvd. Tigard, Oregon 97223 Inspection Line (P.ec-O-Phone): 639-4175 Business Phone: 639-4171 Footing 1 Plbg. Underalab Mech. Rough-in A c/Sdwlh PP Found. Pltg. Top Out Gas Line FINAL- Post/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Lina ` \ -Hoch. Date Requestsdt r TlmeIn Fi PH Address: �� (� " _• Permit #� Builder: �- THE FOLLOWING CTIONS ARE REQUIRED: Inspector: —_ --- — Data: ---APPROVZD DISAPPROVED APPROVED SUBJECT To ABOVE __G11 For Reinsp. CITY OF TIGARD OREGON January 17, 1992 Mr, Monty Von Struck Project Management Group 34 NW First Ave #304 Portland, Or 97209 Re: 9970 SW Greenburg Rd. Building Permit# BUP91-0300 Deur Mr. Von Stuck, I wish to clarify the Building Division's position with respect to the above referenced project, and the problem that has arisen with a portion of the building having been constructed in the public right of way. At this time, no order to stop work on the project as been issued, hodever, any work done beyond this point will be at the your own risk. Additionally there is no guarantee that the prt-posed solutions being considered by the city's legal counsel will solve the problem. Should you Irish halt work until a resolution is achieved, please contact me so we may discuss the steps necessary to allow partial completion of the building, and a temporary occupancy permit for you client. If you have any questions, please call me at 639-4171. SincerelX Brad Roast- Building oastBuilding Official 13125 SW!Rall Bhrd.,P.O.Box 23397,Tigan;,Oregon 97223 (503)639-4171 -- Construction Inspection a Relatc,l 7nsts Carlson Testing, Inc. PO Box 23,3'4 Tigard.Oregon 91223 Phone(c503)684-3460 FA January 16, 1992RECEIVt( 4os54 #CP-6951 JAN FIELD INSPECTION REPORT COMMUNIEY ULVILUPNit.ivi DATES COVERED: January 16, 1992 PROJECT: Kwik Copy/ProgreEs Graphics (Job# 265) ADDRESS: 9970 S.W. Greenburg Road INSPECTOR: J. Woolf #486 1-16-92: CTI representa'--ive inspected rebar prior to grout placement in top 9 ft section +.-)f west portion of building. Found rebar to be per Plans. Checked ledger bolts and found 3/4 " bolts to be undersized in diameter by 2/311 . Contra-7tor notified project engineer and they requested one additional anchor bolt every 48" o.c. for west and south wall roof ledger. Contractor had them installed. Observed placement of 12 cu. yds. of Lone Star, Mix# 885, 7 sack K,irtz Mix grout in top 9 ' of 44 section of mid center Fast wall , 46 ' section of south wall, 66 ' section of west wall and 29 , secticn of north wall . No samples were taken this date. One set of pii_sms to be cast at next grouting. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization .from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CP)IULI ON TE�T1NG, NC. Douglas W. Leach President JB:llo cc: Project Management Group Ken Parker Masonry City of Tigard INSPECTION NOVICE City of Tigard Bulldlag Depot 13125 an Bell. Blvd., Tigard. Oregon 97223 Inspection Line (Ree-o-Phone): 639-4175 Buaineun Phone: 639-4:71 Inspection:_ C� /�y1 u Footing Plbg. Underslab ---`�-`-- -- -_�- Mech. Rough-in Appr/Sdwlk Found. Plbg. Top out., Gas Line YINAL: Post/Beam Struct. San. Sewer F1•aming -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line GYP' 9d• / t�.Nech. Date Requested: �� -L J ,34' W Lm� AM —PH ? Permit # �--�� Builder:� -------------- �S� -X17.1 � THE FOLLOWING CORRECTIONS ARE RE66iRED: -- ,t 1 I Inepec,,rr,r: --__ ,: -- --- -- --- Date: z- ' _APPROVED DTSAPPROVED /O�'_ APPROVED SUIWSCT TO ABOVE __Call Por Reinsp. i� ffi L MR LL 8 m r > 0 0 _~ NQ rU m -oMLL e w Jzgt�u —mf y > 4 � UnClnrq U -N �] g� QZa W vl o � J (.-Ir �I - g"�);C`•._"- a�Z - <--Z- > 00 p UCY Wmlr Z ?zr U C7 1i 221O¢a wa F-d i —(i x-T� ¢3 z OWOr.F=-y w — - A N CO ulF- y! Qw03`O N<W •Cl (7a LU-i UYUfw n-�ne Zp � II `� L JJa Q N Uw<Ly W>LL to.. N 111 S UWWQQ v�] wx n J w In ro Z N W W =La cc cc Vl LL n to /-m Q toWzw _ _ZZ� a� u _ � e r M IA U w x I Ln K ro °) A O rn IAO II z �3 �3' . a0`- L e..r cr ix__ / G sill cc ^ I :► z zlnan SIU n.ODOIM I I In ~ Q It 9 - f a o ` C onV rJ AMM — N n N01 - ' ^ M r II Kr w.C� C LL en LI- S N M Q 0 O tv e o fel Q CL Ll f7 O W N♦afl 0 r`np ,- 4 Q _ 01 N Y �� O L I I I I N �j'�'�W p Ln U QU '01"n.. 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Testi.o (:t)nstr'.tiun Inspe, &R,',,trd ri•.sts PO.Box 23814 Tigard,Oregon 97223 Phone(503)684-3460 January 13, 1992 FAX 684-0954 #CP-6951 FIELD INSPECTION REPORT DATES COVERED: January 13, 1992 PROJECT: Kwik Co py/Progress Graphics (Job# 265 ADDRESS: 9970 S.W. Greenburg Road H. Payson #530 1-1.3-92: CTI representative inspected rebar and observed of 7 sack Kurtz mix #885 from Lone Star in from 8 to 16 feet. CMU walls south side, and specifications. Found all rebar in place and according to plan No samples were taken for this pour. Our reports pertain to Information contained to the material tested/inspected only. full, without prior. authorizati.onnfron s mothis Offioce. except in. If there are any further not hesitate to contact thiistoffic„egarding this mater, please de Respectfully submitted, �ARLSOTESTTNG INC. Douglas W. beach HP: ].ml President Cc: Project Management Group Ken Parker Masonry City of Tigar i RECEIVED Cnr,,struction Inspection&Related'rests Carlson 'I'esting, Inc. FEB :' 7199' P.O. Box 23814 REPORT OF 6XBX 16 PRISMS TEST SPECIMENS Tigard,Oregon 97223 — Phone(503)884.3480 Met hod of sampling. ASTM C31 Met_ho(J of testing: ASTM C39 FAX(503)884.0854 Do,e Moldo d: —_91ZQA — 19_2._._ Job No. CP_=E2951 Permit No Chent: _PROJECT MANAGEMENT ORGUI- _ v,oject: KWIK a - JOB# 265 Address: ':)')/() SW GREENBURG RD TTGARD OR Contractor: HOFFMAN CONSTRUCTION Sub Contractor: _ Concrete Supplier: LONE" STAR NORTHWEST Truck No. _ 60 _ Ticket No. 204942-12 Cast By: G , STASCH Test Time: 12 = 10 Load No. — ,UNNY Temp. High: 46 _._ Temp. Low: A34 Weather: _ location of Placement: CMU WALL NORTH HALF OF BUILDING LAST 8 ' FROM TOP . Cu. Yds. _— Concre'a Temp: Sti ength Requirement: _1500 PSI ® 'fi days Slump FLUID Cement Type_ 1. Mix No./No. Sacks 7 SK Air Content _ Max. Aggregate 3%3 Admix. Amount:h_, !U j Z MIX _ Brand: _ Admix. Amount: — Brard: Set Test a Register Date Date Unit Total Area Unit Report No. _Days Number Recd Test Wt. load PSI No. 28 2525 01/09 02/0- 28 2525 01 /09 02/0' 28 2525 Cl/09 0 2/05 1 I INGR 28 2526 01/09 021',5 — — — X5,.46.9--- 28 2526 01/09 02/05 — —, __33.75-___2500 28 2526 01/09 02/05 86,220 6,220 33.75 2550 1 _ I I Remarks: cc-CITY OF TTr,ARD RT7 PARKER MASONRY n orma ion contalnecl riefein is not Be repro_ c 171-- i n 71-_in fii11 . withotit. prior Authorization from t. Iii ^ office . 1[jArAg�ICE city of Tigard building Department 13125 BR Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-o-Phone): 639-4175Business Phone: 631-4171 inspection: /� i'� � �1"` Foot.ing Plbg. Underslab Mech. Rough-in Appy/Sdwlk Found. Ylhg. Top Out (as Line FINALS Post/Beam Struct. Ban. Sewer. Framing -Bldg. Post/Beam Mech. Fein Drain Insulation -plumb' plbg. Underfloor Nater Line Gyp. Bd. -mech. /� -- �•� — _—`Times AN PN Date Requested-__ Permit - Ad&ress:__ _1 Builder: T116 FOLLOWIMG CORRECTIOMS ARE REQUIREDs — Dates_ Inspector:_— ---- -------- APflPOVED _ DISAPPROVED --- APPROVED SUBJECT TO ABOVE call For Reinap. r.,nsr+rTnN NOTICE City of Tigard Building DePart=wnt 3 13125 80 Ball Bled. Tigard, Oregon Inspection Line (Roc-o-Phones 639-4175 Business Phone: 639-4171 Inepectlons r Sdwlk Plbg. Top Out Footing Plbg. Underslab Mech. Rough-in PP / Gas Line FINALS Found. Pow-/Beam Struct. San. Sewer Pr:aming -Bldg. Poat/Beam Mech. Rain Drain Insulation -Plumb. Nater Line Gyp. Bd. -Mach. plbg. Underfloor Times AM PK Date Requesteds '- `� PerMit tr Addreaes nuilders TBE FOLI,ONINO tiARRECTIONS ARE MUIRBDs Inspector sem. �" APPROVED DISAPPROVRD APPROVED SUBJECT TO AHOVE Call For ReInep. V1 Ow LMX9UON NOTICE City of Tigard Building Departaeut 13125 SW Ball Blvd_ Tigard, ^-^qou 97223 Inspectinn Line (Rec-O-Phone)s 639-4175 Business Phones 639-4171 Inspection:_;� � ;:i Footing Plbg. Underelab h. Rough--in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINALS Poet/Beam Struct. San. Sewer Framing -Bldg. Poet/Roam Mach. Rain Drnin Insulation -Plumb. Plbq. Tin6arfloor Water Lind Gyp. Bd. -Mach. Date Requested: / ��-�`- —Time: PM Address: 7l� Permit it Builder: Cv � i THE FOLLOWING CORRECTIONS APB IRED: I Inspector: rDate: l �' i APPROVED DISAPPROVED APPROVED SUBJ9CT TO ABOVE Call For Reinep. e aR ear gar qar N PE4TIOp NOTICE C�_4 City of Tigard Building Department 13125 61e Ball Blvd. Tigard, Oregon 97223 Inepectlon Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspectiort Footing Plbg. Underslab h. Rough-in Appr/Srlwlk Found. Plbg. Top Out Gas Line FINAL- Pont/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation _ply_ Plbg. Underfloor Nater Line Gyp. ed. -Meeh. Date Requeetedt� Timet raiz, PM Address: , Permit ft� U Buildert /� G TBE FOLLOWING CORRECTIONS ARE RNQUI Dt G"11�)G e/ Inspector: -• -- — - — ---------- Dats: .. . ' _APPROVED DISAPPROVEp APPROVED SUBJECT TO ABOVE __ Call For Reinsp. DATE ISSUED: 12/31/91 CITI(� TIGARD WILDING PERMIT CffyoFTMItD PERMIT #. . . . . . . . SUP91-0300 COMMMMY DEVELOPMENT DEPARTMENT 0090" 13125 SW Hell Blvd P.O.Box 23397,rqwd,Oregon 97 (SM)0*4175 71 ADDRESS. . . : 99*70 SW G)REENBURG RD PqRCEL: IS12161)C-41-460j SUBD I V 16 1 ON. . . . : LEHMANN ACRE TRACT ZONING: G—P BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :6 REISSUE: FLOOR EXTERIOR WALL CONSTRUCT IOI\� CLASS OF WORK. :NEW FIRST. . . . : Sf N: S: E: W: TYPE OF USE. . . :COM SECOND. . . : b f PROTECT OPEN I NGS? I YV E OF' CONST. :5N TH I RD. . . . : S f N: Se E: W: OCCUPANCY GRt--1. :B2 T 0 T AL,------ --- :, 0 sf ROOF CONST: FIRE FRE'T"? ., OCG'UPANCY LOAD: BASEMENT. . Sf AREA SEP. RATED: 5TOR. :2 HT. : Ft GARAGE— : -,f OCCU SEP. RATED: BSM_r'1:N MEZZ?:N FREUD SETBACKS—--- REQUIRED------------------------- FLOOR LOAD. -50 p3f LEFT: ft RGHT : f t F I R SPKI_- SMOK DET. . : DWELLING UNITS: FRNT- ft REAR: ft FIR ALRM- HNDICP ACC: BEDRMS: SATHS- TMP 5URFOCI-7 - PRO CORR: PARKING: VALUE. $: 175000 Remarks : Constt-�.(ct two—story office blcIq w/pEir-tial 2nd f It-, t I t r-ms, int wall.. Tlr-" DEFERRED UNTIL OCCUPANCY. Owner: FEES PROJECT MANAGEMENT GROUP INC. type amoi.tnt by :.:ate t,ecpt 34 N. (.1. FIRST AVENUE, SUITE #304 PRMT � 6C-:'0. 50 JLH 12/09/91 PLCK $ 403. 33 JLH 31/0E)/91 2194 2 6 PORI LAND OP 97209 F1 RE $ 248. 20 JLH 11/06/91 219428 Phone #.- 2,2,1-8622 5PCT $ 31. 03 JLH 12/09/'3I Cont r-actov PROJECT MANAGEMENT GROUP 34 NW FIRST STREET, SUITE' 304 PORTLAND OR 972109 Phone #: 1.::,03. 06 TfITAL Req #. . - 63753 REQUIRED INSPECTIONS This permit is issued subject to the reguial-ions contained in the Foot/FoLtnd Insp Tigard Municilal Code, State of Ore. Special Y Codes and all other Post/seam Insp applicable laws. All work will be done in ac:ordance with Heinf: it eel IT-Isp approved plans. This permit will expire,if wtrh is not started Slab Insp within 180 days of issuance, ar if work s suspended for sure Masonry Insp than 180 days. Framing Insp Roof nAiInq In9p ....... InsLilation Insp Firewall Insp Pkmr-M i t t e e S i F1 at 1-1 re Up Borat,rl Insp S1.15P Ceilng Insp Final Inspection ("'all for inspection 63'J--41 lb A T O' PY TO: APPLICATION — STREET IMPROVEMENT/EXCAVATION (WHITE)•FILE(YELLOW) -INSP. Bldg• ORDINANCE NO. 74 14 � �� (PINK)-OTHER AGENCY (BLUE)-APPL'CANT (INSTRUCTIONS ON SEPARATE SHEET) 7U APPLICATION NOA3 x1 • APPROVED (.I I,• OI' I I(r,`�K�), OREGON FEE. AMT.: S NOT APPROVED (II I�, {LAI I RECEIPT N —1'---`T PENDING FEE. PMT. By } DATE - - - - - - - PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT' - �)L)11h,,I;Iin ,Ind Progress Record MAINTENANCE BOND N_------------ PENDING AGENCY "OK" ❑ Al REOUIREU FOR STREET IMPROVEMENT/EXCAVATION ANNUAL- U PENDING INFORMATION ❑ EXPIRATEly ON,DATE: —�—^--- PENDING VARIANCE 0 !�_"' PERMIT" NO _' —Y'-- �.� - DATE ISSUED: - _— -=--�—_ ttALh r IMP VEMENT.5 _ STALL ( 1 ) APPLICATION IS HEREBY MADE OE DESCRIBED TE FOR AND FULL ACCORDANCE WITH CITY REQUIREMENTS. ail la.�a. FIRST AVE.� STE. 304, ppRTL11ND��_- 5720.9_____ TTY PHONE APPLICANT PRWE3CT MAIVAC' IL.N`rN wooi+Ess PHONE :ONTRACTOR __.-J---N -- —�ouwess97213 - _ W.B. WELLS & ASSX-, INC. 4230 ta.t . I?tZF.MONT S— r_PORTL�cIC* �►-5g` E PLANS BY -. NAME ooREfB 10,914.00 -- E=STIMATED IMPRoVE:MENT TOTAL VALUATION ( COST: _ ooLCARs ____ 'Z _ —R U0 436.56 FOR OFFI�V/IQ.W 0.04 XS-L __ - s (2) EXCAVATION DATA: PROGRESS & INSPECTION STATUS [?ESCRIPTION STREET CUT MATERIAL INSTALLED ITEM DATE. REMARKS/TYPE BY SURFACE CUT CUT NAME TYPE LENGTH WIDT:i DEPTH ITEM 81 QUANTITY STREET _ N I TP O N Qu IE s ESTIMATED STREET OPENING DATE:__._ / / E O ESTIMATED STREET CLOSING DATE: _ STREET 4. 4-LOSIED (3) SECURITY NO. -------- SECURITY AMT.: $__ FINAL --- SURETY CO.: - soNn INSPEc. CHECK �- CASH = -:r=-- SPEC L PROVISIONS /CONDITIONS: (Q) PLOT PLAN: INDICATE SITE PERTINENT Pr1YgICAL . Ai3 work Ahal] COntorM tO the �nC� FEATURES, EXCAVATION LOCATION AND EXTENT. _ R Q O I I y a ar a Pec cati ) � Ito Not y C ty Inspector Car�ewel I I I pars ure starainc wor . ups _ �1- - any• S.r1. CORAL 5rREEIT � 3. ore o ire — 6 X X ^� _ wo):k area 1 ( I SITE: 9970 S.W. Greenb �ROa NOTE THE CITY OF TIG _ D0116�oT�' , GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE 151 RIGHT-OF WAY OF TI IC ION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. WORK, AND TO SAVE HARMLESS THE CITY AND THE APPLICANT AGRB S TO DEPOSIT THE REQUIRED SECURITIES. TO COMPLY WITH ALL. PERTINENT LAWS AN CONSTRUCTION SPECT I ATIONS PERTINENT TO CONDUCT OF THF. EMeLOYEES AGAINST INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS \ ,--_...---^-- DATE 1-----------.._.__�-__ APPLICANTS SIGNATURE ~ R INSPECTION NOTICE city of Tigard Building Department 13125 6W Sall Blvd. Tigard, Oregon 97223 Tnepection Line (Roc.-O-Phone): 639-4175 Buoinese Phone: 639-4171 Inspection: Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk Found. Plbq. Top Out Gas nine FINAL: Post/Beam Stru(-,t. San. Sewer Framing -Bldg. Poet/Beam I - Rain Dral_n Insulaticn -Plumb. Plbg. Underrloor Water Line Gyp. Bd. -Hach. Dates Reyues'.eds_�/�- _�imat 11H y�_PH Address:— / Ae Permit ttgl Bulkier: -� 7—� Oz)"i Il'4- THE. FOLLOWING CORRECTIONS ARE REQUIRRUi Inspectors Date:. z PPROVED DtSAPPROVPD APPROVED SURJRCP TO ABOVR Carl For Re1nHp. INSPECTION NOTIC.'E City of Tigard Ruildinq Depart:eant 13125 SW Ball Blvd., Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Pl.one: 639-4171 Inspection: IPootiny 1 Plbg. Underelab Mach. Rough-in Appr/Sdwlk ?ound. Plbq. Top out Cos Line FINALt P(ist/Beam Struct. San. Sewer Framing -Bldg. PuBt/Ream Mach. Rain Drain Insulation -Plumb, Plbq. Underfloor Nater Lino Gyp. lid. -Mach. Date Requested: / �� —i��Z ^�j/ _Timet Address: G �2/) Pero it BuLlder: t..- i22 THE FOLLOWING kRECTIONS ARE REQUIRED: Inspector / Z /L ------— D e t e: 7 APPROVED DISAPPR-)VEt) -— APPROVED SUBJECT TO ABOVE __ Call For Relnep. Alff-MINEAMPULIKA,a BUILDING PERMIT ��OFTIGARD . C0161MUNITY DEVELOPMENT DEPARTMENT Cnyot TWORDPERMIT #' . » • . . : Bjjpq I.—I.A300 , 13126 BW HWI Blvd. P.O.eft 23M.TOW,onM,07223(508)W0A491 "A nPTE ISSUED: 12109191 SITE ADDRESS. . . : (JRLL-'.NBLjRG RD SUBDIVISION. . . . : LEHMANN ACRE TRACT PARCEL : BLOCK. . . . _. . . ;.. : LOT. . . . . . . . . .. . . . ZONING: C--P REISSUE: FLOOR AREAS--- --__— EXTPRIOR WALL CONSTRUCTION - C'L-AS,S OF' WORK. :NEW FIRST . ." sN: 'F-'E OF USE. . . . Com f S.- E: W: SECOND. . . : 5f PROTECT OPFNINGF3?-----____.. , ,PE OF CONST. .5N OCCUPANCTHIRD. . . . : 5f N: Y GRP. S.. E:_ W: OCCUPANCY LOAD: TOTA 0 5 f ROOF CONST: FIRE RET- : BASEMENT. : sf AREA SEP. RATED- 9 TUR. HT. ft GAR063E. SSMT?:N -6 f OCCU GiEP. RATED: MEZZ" :N REUD SETBACKS--.----.--- FLOOR LOAD. . . . .F,0 ps f LEFT: DWELLING UNITS: ft FRGHT- Ft FIR SPKL: SMOK DET. . .- FRNT: ft REAR: ft FIR ALRM: 1JNDICP Am BEMIS: BATHS: IMPSURFACF.: VALUE. $ : 175000 PRO CORP: PARKING: Remarks: Const"'let two—story Office bldg w/partii-ji 2nd flr1 t -It roll:, int wall $. T11,"" DEFERRED UNTIL, 0CCUPAj\j(,-y. FOUNDATION ONLY PERMIT ISSUED 12-9_9 i. Owner. PROJECT MANAGEMENT GROUP INC. FEES -- 34 N. W. FIRST AVENUE, SUITE #304 type amol-tnt by date rerptPRMT s 620. 30 JLH 12/09/91 --7 PORTLAND OR 972PLCK $ 403.09 `7� JL-H 11/06/91 219428 Qhone #: 223-8622, FIRE $ 248. c0 JLH 11/06/91 219426 3PCT $ 31, 0,3 JLH 1 0,.) L'UT-4tractor: TIF s (490!:j. OL7, F-'R0JE'C7 MANAGEMENT GROUP 34 NW FIRST STREET? cUITE 304 PORTI-AND OR 97209 .:223_8620- r7Pii 44. 6,3733 101-08. 06 TOTAL REQUIRED INSPECTIONS finis permit is issued subject to the reyolations contained in the Foot/Fokinci insp Tigard Municipal Code. State Of 0"- SPef-ialtv Codes and all other Post/Beam In-,P applicable laws. All work will be done in accordance withReinf Steel insp approved plans This permit will PYAjre If vOt'k is not started Slab Insp within 18@ days of issuance, or if w f-k i s s u s pended for sure Masonry 111sp than 180 days. Fra m i n p Insp Roof nai Itiq I n 5 r.3 Trisk.tiation Insp -Irmittee SiqnA t _I-e : F i r ew.-.A Insp GYP Board Insp isl.ted By: Sk.(sp Cei Inp Insp F i na I. 1 n s f i e t j on Call for i"SPPCtion 639-4175 Kxq&Mq&MAKM�AKMqALMqKMA& C'TYOFTIFARD BUILDING PERMIT OFTKNMD,' 1.--'ERMIT #, . . . . . . : COMMUNITY DEVELOPMENT DEPARTMENTBUP9 1_.0296 13125 SW HWI BW. P.O.am 2-M,%W.0-g-g=(SQ��1"VP 7 L DATE ISSUED: 12/0c)/c)1 SITE ADDRESS. , . : 9970 SW GREENBURG RD PARCEL. SUBDIVISION. . . . : LEHMANN ACRE TRACT SL 0 CV. . . . . . . . . . : I.-OT. . . . . . . . . . . . . ..6 ZONING: C—R REISSUE FLOOR AREAS.—_ EXTERIOR WALL... CONSTRUCTION CLASS OF' WORT;. :DEM F I RST. . . . : S f N S: TYPE OF USE. . SF SECOND. . . : ( f E: W 4 3 PROTECT OPENING S?----__ TYV.[----* OF CONST. -5N THIRD. . . . OCCs N 6: E: W: OCCUPANCY GRP'. : TOTAL - --- — : 0 s f ROOF CONST: FIRE RET?: OCCUPANCY LOAD: BASEMENT. - STOP. : s AREA SEP. RATED: 1--IT. : ft GARAGE. . . : sf BSMT? : MEZZ?: REDD EETBACKS --—__ OCCU SEP. RATED: FLOOR LOAD. Psf LEF T: ft RGHT: REQUI 'Ft FIR SPKL- SltIOK DET. DWELLING UNITS.- FRNT- ft REAR: ft FIR ALRM: HNDICP ACC: BEDRMS: BA THS SURFf)CE: VALUE. $ - 0 PRO CORR: PARK ING: Remix-ks : Demolish exisiting SFD. All debris to be removed. Sewer., shall be capped Off. F:a,opinq of S(zwer, )-eql-Air,es inspections by city. PROJECT MANAGEMENT GROUP FEES 3INC. type amount 4 N. W. FIRST AVENUE, SUITE #304 SPCT $ 1- by date t-erpt 25 JLH 12,/09/91 PORTLAND OR 97.2109 PRMT $ J5. 00 JLH 12109191 Phone #g 223-8622 Contractor-: CONTRACTOR NOT ON F-ILE Phone #- Rep #. . .. $ 26. 1`5 TOTAL This perait is issued subject to the regulations contained in the LAI) Sewer, line REQUIRED INSPECTIONS ne Tigard Municipal Code, State of Ore. Specialty Codes and all other Fi ,! applicable laws. All work will be done in accordance with approved plans. This pirsit will p f work is not started woe i within 180 days of issuance, or if Xpil , than 18@ days. s suspended ded for more 1'et-mitter, Issued Syr Call for inspection 63ri-4175 r cii*y or-, 'rIGARD RECEIPT OF PAYMENT REEF lPT NO. a 91—2 2V44 a, CHECK AMOUNT' 677. 7A NAME y PROJECT MANAGEMENI' GROUP CASH AMOUNT c 0. 00 ADDRESE3 a PAYMENT DATE 12?09 1 BUSD I V 113 ION PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID I JILDING PERM 620. 510 ST. BUILD PER 31. 03 BUTLDING PERM 00 ST. BUILD PER s F-OUNDATION PE.RMI T 9970 SW OREENSURG fOTAL AMOUNT PAID 677. 713 WK ANN 0TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 — December 9, 1991 Project Management Group 34 N.W. First Street, Suite 304 Portland, Oregon 97209 Re: Progress Graphics 9970 SX. Greenburg Road 5889C-148-000 Gentlemen: This I' s a Fire and Life SafeLlr Plan Review and is based on the 1988 editions of the Uniform Fire Code (GFC) and those sections of the Uniform Building Code ((IBC) and Uniform Mechanical Code (UMC) rpeci.fica.11 y referencing the fire department, and other local )rdinances and regulations. Plans are cordit-ionally approved subject to the following items: 1 . Address Required: The tenant space number must be prominently displayed on the street front where it is r-adi.ly visible to drivers and officers of responding fire apparatus and other emergency vehicles . UFC Sec. 10 .208 2 . Fire Extinguisher .Requirements: Not less than one (1) approved fire extinguisher(s) with a rating of not less than (*) shall be provided for each (**) square foot of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet . UFC Sec. 10 .303 (*) 2A10B:C, - Light and ordinary Hazard 4A1.0B:C - Extra Hazard (**) 3, ,'( 9 - Light Hazard 1, 500 - Ordinary Hazard 1, 000 - Extra Hazard workln/"Smoke Detectors Save Lives �d Project Management Group December 9, 1991 Page 2 Note: Where flammable ri combustible liquids are used, "B" ratings of extinguishers may need to be higher and travel distances shorter. See requirements in National Fire Protection Association Standard 10-1 . 3 . Approved ^7a11s on Tob Site: one set of approved plans bea-r ing the stamps of the buil�!ing department issuing the construction permit and this office must be maintained on the project :-ite throughout all phases of construction and must be made availahle to building and fire inspectors for reference during required construction inspections . UBC Sec. 303 4 . Recuired Occupancy Certificate: Prior to the uce and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the bu�:lding department issuing the construction permit . UBC Sec. 307 If I can be of any further assistance to you, please feel free to contact me at 525-2502 . Sincerely, Gene Birchill Deputy Fire Marshal GB:kw cc: Tigard Building Pepartment aiv low law Project Management g meat Gement Group Inc. 00 L `WoIN! eft - �— 3, I W P!s4Neadrau>lflAve.Sdrle 101 Po 1Und Orepoo (5031 273 k22 A N I FAY 1501)223.5555 AS50631r 01 Irte n C Cr��`�'►""— 1N05 SE 3ii1'�Snrr! ( / 9rinout Watnmplon 98WU • , .f� / r 747-0584 41b TO FAXcrate cover WE ARE SENDING YOU ❑ Attached C.� U^der sep u $petilicatiOnx 3 P(IntS f Plans ❑ Samples L) Shop drawly qs ❑ — - -- ❑ COPY 01 Iettrr Change order - ,. -- oEscn,nr'ON- f------- COPIE•� _—___- —_.--- _ t i �esubmit _--_- copies tot apploval [-� Apprnved as submitted ❑ , (� For approval ❑ subrr Il_ copies for distributlol1 _ [' Approved AS noted [� For you+ u�;' �etum— corrected prims requestUd (] Returned lot colrectlolis �s - [_� For review and o mment -- -ter• .- --- REMARKS--" �"-�. -- - — -- - Owe _ __.T_ COPY 10--___..- - S16NED. i� 11•n.hwurrl arr nor n ,rv.l I r,ll� nr.frl�of sf nrfrl r: WALKER/DILORETO/YOUNI,E, INC. 1 CONSULTING STRUCTURAL ENGINEERS 215 S.W.HOOKER STREET,PORTLAND.OREGON 97201 503/223-0555 FAX 503/223.1025 PRINCIPALS STRUCTURAL CALCULATIONS ROBERT A. WALKER FOR DALE J. DILORETO PROGRESS GRAPHICS BUILDING WADE W. YOUNIE S.W. GREENBURG ROAD AT CORAL STREET LICENSED P.E. ARIZONA T IGARD, OREGON CALIFORNIA COLORADO IIAWAII �DA110 NI)V! MNI 12 2b, I yy I MON iANA NEVADA NEW MEXICO OREGON [[ ' WASHINGTON WYOMING Pop, 'L �Col)0,��`rY `7��{ DESIGN & MATERIALS.- 1990 UBC ROOF LOAD: 18 psf DI_ 25 psf LL MEZZANINE; 18 psf DI_ 125 psf L_:- DL- WIND: 80 MPH, EXP e (UBC ) SEISMIC: ZONE 2B (UBC ) CONCRETE: 2500 psi a 28 day strength REBAR: ASTM A615, Grade 6(1 5TRUCTURAL. STEEL : ASTM A36 SAWN LUMBER: BEAMS & POSTS. . .DF-L 01 JOISTS. . . . . . . . . . DF-L #2 STUDS. . . . . .DF-L #2 GLU-LAM: 24F-V4 SIMPLE ,SPAN 24F-V8 CANTILEVER & CONTINUOUS SPAN TABLE OF CONTENTS: ROOF FRAMING;. . . . . . . . . RI - R3 LATERAL ANALYSI"3. . . L1 _ `10 GENERAL FRAMING. . . . . . F1 - F2 CMU WALL . . . . . . . . . . . . . W1 - W8 FOUNDATION. . . , . . . . . fNDI - FND5 SKETCHES. . . . . . . . . . . S1 - S3 � o r , WALKER/DILORETO/YOUNIE, INC. CONSULTING STRUCTURAL ENGINEERS 215 S.W.HOOKER STREET,PORTLAND,OREGON 97201 503/223-0555 FAX 50?223-1025 Job _ f7 - Job No. Sheet No. Client_ _ Date b,, iINCIPALS iOBERT A. WALKER )ALE J DSL ORETO YOUNIE TENSED P.E. RIT_ONA l 1J� = mf \ ) �X ALIFORNIA AWORADO �f�ir`•►y�vplll�� 1r� G�-l��' 'L 1' IONTANA IEVADA IEW MEXICO k IJcL V•r• �" �1� `llt' ��` .%�✓1�. J_� �� )REGON VASHINGTON WYOMING L W44 �' i„ Cox-� ) rvi FA"ftu Gcoir I rl; WALKER/DILORETO/YOUNIE, INC, CONSULTING STRUCTURAL ENGINEER% PORTLAND,OREGON37201p/ 215 S.W.HOOKER STREET.P� 503'[23-0555 FAX 503/223.1025 Job Client_ Job NO - '—heet No. Date By Q(�-' 4INCIPALS NMM A. NALKER !ALE J. D,LORETO VADE W OUNIE = (5.67 Z :EN;ED P.E. RIZONA ALIFORNIA OLA ADO 11 IAWAII' ; (! 1LINTANA IEW MEXICO - p )REGONVASHINGTON VYOMING IZ�?-3k , E 1st 77--) I, �4 F--\/ �K Tr- I � WALKER/Di-i-oFiE'TO/youp4IE, INC. CONSULTING STRUCTURAL ENGINEERS 215 S.W.F OKERRSTREET.PORTLAND,OREGON 97201 503/223-0555 FAX 5031223-1025 Job `J 1- _ Jab No Sheet No.� J Ment^ VA —_ DatF- 16 C �INCIPALS WALKER -ALE J.DiLORETO f ` 4AUE W. YOUNIE TENSED P.E. ' MZONA AL FORNIA OLORADO AWAITMHO ION ANA EVADA - ,EW MEAiC7 lREGON _ _ /ASHINGTOI! l HOMING "'r`� .�f� - -� k r` Y I►„`' �- e !I: WALKER/DILORETO;YOUNIE, INC. 1 , CONSULTING STRUCTURAL ENGINEERS 215 S W.HOOKER STREET,PORTLAND,OREGON 97201 503/223-0555 FAX 503/223-1025 Job I _ Job Nu. _ Sheet No. Client�21AC1 _ _ Date js: E3y l t OBERT A. WALKER ��!V�. pal i.`.�, �'lra�:7 /V, � `C ` ufii!-'' .ALE J. D LORETO JADE W. VOUNIE TENSED P.E. ZGj 1- ALIFOORNIA - -NA I - OL ORADO AWAII Z0 )AHO tONTANA ; �, (�,�i EVADA EW MEXICO `RECON list -- lASHINGTON JYOMING 0 I I 4 7 1 i C��`r �T �- V(a"�E,Q (tom ) l - ' ZfJ'G R-Yz- J CL �UFU f Z*w WK i,Z Usz s�� r I, WALKER/DILORETO/YOUNIE, INC. CONSULTING .3TRUC'1 URAL ENGINEERS 215 S.W.HOOKER STREET,PORTLAND,OREGON 97201 503/223-0555 FAX 503/223-1025 Job Job No. Sheet No. Client Date By flNCIPALS C'� I ��V^'•` 1 Vc.V�\ i I C� • IGSERT A. WALKER _ `ALE J. DILORETn YOUNIE TENSED P.E. RIZONA. ALIFORNIA y --• I cxoRAoo I ,AYJAII , V )AHO IONTANA �Jt.ly -!_.5 Vv - -' ( C I�/�/1(.J�► 'EVADA �` _'_ _ - F.W MEXICO r�,W 7 V - jASHINGTON u �� lYOMI NG -I - * 0I��9�: Gt1Ft11�.G _ 4(ot 4 (pI f� , I t _ _ Z is �I .k ✓ _ I W'WA Baa w s •� !li J1 WALKEFR/DIL.0F1ET0/1f OUNIE. INC. CONSULTING STRUCTURAL ENGINEERS 215 S.W.HOOKE;STREET,PORTLAND,OREGON 97201 503/223.0555 FAX 503/223-1025 Job _ Job No. Sheet No.-L-- Client o. L--Client Date - _- By IINCIPALS ~ 1 10BERT A.WkLKER DiLORETO VADE W. YOUNIE TENSED P.E - j L✓��c � -7C •G G .5 - f�� NIZONA ALIFORNIA OLORADO - AWAII )AHOF- IONTANA - ,EVAOA j EW MEXICO II 1REGON JASHINGTON ± �L ,�� r _-- dYOMING r i I , I ....�.Yw+.✓-.... tea_. -..-�-wWa�iW�1Y�iW'M�' _. . �...w....- r WALKER/OILORETO/YOUNIE, INC. CONSULTING STRUCTURAL ENGINEERS 215 S.W.HOOKER STREET,PORTLAND,OREGON 97201 50:i/22:i-0555 FAX 503223-1025 Job J�a _ .Job No. _r Sheet No. Client ) _ Date 1Q_ - _ BY -� , +iNrlf., ALS A WALKER WALKER II",, `F' lJ,;'.. 'At FJ --- —-- DiLORETO VAUE W.YOUNIE ��2 7 Ca/EF-a J :ENSEDP.E.. RIZONA �d/�(�-I��-i a� �! ALIFORNIA OLORADO C 1 p iC HAWAII _ 1 ✓✓ l )AHO JONTANA IEW MEXICO ^ VASHINGTON YfOMING t �1✓ f 1�-- �j��, J� I `1 . • 59 Eli 60 v= a � •I' WALKER/DILORETO/YOUNIE, INC. CONSULTING S FRUCTURAL ENGINEERS 215 S.W.HOOKER STREET. PORTLAND,OREGON 97201 Job �� 503/223-0555 FAX 503/223-1025 r� Client �- Job No. Sheet No. ------ Date IINCIPALS ✓�fJJ I c� _ ?OBERT A. WALKER SALE J.DiLORETO VADE W. YGUNIE 1 -'ENSEO P.E raQy PIZONA $ �v k1DI ALIFORNIA OLOo RADO 3l� Col I I ' �AwAIr 1 4,I )AHO 10NTANA TWDA ME MEXICO IREGON VASHINGTON -- �� NOMING �Kv 2c Lw W c .Z/7 ` ISH _ CA�.t�tJpa �� el CfAu !�4 - r�7 (�3+3'+.2�f l� (13,5 r 5�J FVYt(ro — LZS -72 C7r r --1._ !mow CT WAt + VV J SC Wi4 �, ) I�f1�J(011'J� J� WALKER/DILORETO/YOUNII=, INC, CONSULTING STRUCTURAL ENGINEERS 215 S.W.HOOKER STREET,PORTLAND,OREGON 97201 503/22:1-0555 FAX 503'223-1025 Jab -- �� (T _ .Job No. Client Sheet No. I Date I�-- Sy__� . 11NCIPALS �J _ '�'` I z510BERT A. -` WALKER DiLORE i O JADE W. YOUIJIF. 'ENSED P.E. RIZONA OLIIFORNI )AHO 10NTANAIEVADA EW MEXICO /� AEGON ✓��' �u H� I �A\�� `./'� I ) 1 WASHINGTON ��+ /YOMING M -- -/ Y144\ �K �i✓� �/� ) rte'��' ��1.�. C��,.' '�l�� (�.3 O�C� y zC-s a= -72 _ (f�X. 7 c i woa ` WALKER/DILORETO/YOUNIE, INC. f CONSULTING STRUCTURAL ENGINEERS 215 S.W.HOOKER STREET,PORTLAND,OREGON 97201 503/223-0555 FAX 503/223.1025 Job . Job No. _ _ Sheet No. Client�� _ Date O F,-cUQNCIPALS OBERT A. II �/ �,p► I,, WALKER 'ALE J. ��` •► �-... `�� .� F--� T fu�" -GT�:"1' f l�= ��C / DiLORETO - - /ADE W. ��yy' ~ ISI ��i ✓ 1, J •��✓' YOUNIE TENSED P.E. RIZONA ALIFORNIA ; ?\ �I (; OLORADO ION AINA GVIIVC'� �_- S ,/l \YJ\�. I ��•! %JI1 �rj" `c-'�K� FVADA FW MEXICO ,RE^ON C I r JASHINGTONr- ��.✓' /YOMING I ` IIr rc ✓ JIB e- 01 J/ f - -4 0 7. k I �'r,)YL - 4"k DCS u T - _ ---------- ?04�C) C' << Lr 8 '� C)G WALKER/DILORETO/YOUNIE, INC. CONSULTING STRUCTURAL ENGINEERS 215 S.W.HOOKER STREET,PORTLAND,OREGON 97201 50.3/223-0555 FAX 5031223.1025 Job � Job No. Sheet No. �--) Client ��t_ _ Bate By C--" P - ;INCIPAL5 ��•-�L-.-11SL' 11��------1 OBERT A. WALKER ALE J. DIORETO WADE W. meow YOUNIE 'ENSED P.E. i ALIFOORNIA / OLORADO ,AWAY )AHO S 0 IONTANA EVADA EW MEXICO REGON VAS14INGTON I ! ✓YOMING -►1 (�► ^... ..`�,cj k �3.- fi 27.33 J r 2 625 12-t ¢• r�` --� �� ; E1'1►. ,C�� C� `��ICo � , ice ( A 411 17 AZ j IbT r: f ; WALKER/DILORETO/YOUNIE, INC. CONSULTING STRUCTURAL ENGINEERS 215 S.W.HOOKER STREET,PORTLAND,OREGON 97201 503/223-0555 FAX 5031223-1025 Job � Job No. Sheet No C' Client.- Date fI_ -I( By ..�__ RINCIPALS ROBERT A. WALKER ; )ALE J. 1 FM VIE, DiLC7ET0 i NADE W. j _ . I �... ..�_. O LU��-I-� �C 1,75 YOUNIE LENSED P.E. , '_Ir�� 12� � ��Gi� /`� �v ( - r ae,(S Ci t/ \RI2pNA � :AI FORNIA - -- - I/`)ALC CCf4(, AVIAIIADo 1 I /mo i ► ';=l(�.76 WaIi �i► ��i, J ..-- DAHO AONTANA JEVADA (1 JEW MEXICO )REGON - VASHINGTON N1'OMING . 1012 ,e 1. I _ I , I '-�--•-_— --! - III I i.�. , I I � lw v � W. tr LIN-rTp WALKER/DJL CONSULTING STRUCTURA ENGINEERS�RE1'o YOUNIE° INC. 215 S,W HOOKER STREET PORTLAND,OREGON 97201 Job 503!223-0555 FAX 503/223-1025 , —_`_- Job N o. ClientI_ --- - Sheet No. L= _... ._ — Date _ By-' IINCIPALS 1013ERTA. WALKER )ALE J. L Ci VADE W. - ,Ux YOUNIE TENSED P.f: k11ZONA ;ALIFORNIA OLORADO IAWAIf ---�_- )AHO ( -- 1(jNTANP. IEVADA �--- !EW MEXICO )REGON VASHINGTON -- C YYOMING - \ ~-`-`---- li 9 i ALKER/DILORET'O/V0UNIE, INC. CONSULTING STRUCTURAL ENGINEERS 215 S W HOOKER STREET,PORTLAND,OREGON 97231 503/223.0555 FAX 503/223-1025 Job _, VC2 Job No. Sheet No. Client_ 1pA/1„ Date IINCiPALS !OBERT A. WALKER )ALE J. - 4 DiLORETO VADE W. YOUNIE TENSED P.E. RIZONA �r�c ��`► Nj ��/// ALIFORNIA OLORIADOlAWAl -- tON ANA `�j L.�F- CZ , 14E+tl=% 0 iEVADA MEW ME`.'; /AEGON lASHINGTON V Ci U NOMING 11 Fes(►"�� 05%U'L�� PcT 1:VTT `RZe, ..plc 1C f- Z.(ok 'J iL CTS GJ l,Ul'I�IID -- ► In +- < ZIC�� 2oA 21.E or- ►5 771=Z65T. /tit ry wH '. cul - "V00-91 �A'd�l um -1 115'r{?�2 ', �.S --� Cno 75 (4� z ; WAl_"ER/DILORETO/YOUNIE, INC. CONSULTING STRUCTURAL ENGINEE'iS z15 S.W HOOKER STREET,PORTLAND,OREGON 97201 5031223-0555 FAX 503/223-1025 Job { - Job No. Sheet No.�__ Client 'F'l�le _ Date _ By. IINCIPALS �) IODERT A. WALKER )ALE J. ~�_/ DILORETO �.�� VI VADE W. !�� VOUNIE 1 — - (,LIWC :ENSEDPE. RIZONAALIFORMA OLORADOAWAII �I ,/tom-� IONTANA ��UU — r ( � K ,EVADA / IJ i ;EW MEXICO )AEGON _ rl \ � e iASHINGT NOMING� — P-4 % '! J(1P 4 U--. �. Y1 i 1��41 Too cL 0K Olt; wllr �Ir w� ace ws ap �r WALKER/DILOREYO/YOUNIE, INC, r CONSULTING STRUCTURAL ENGINEERS 2.15 S W.HOOKER STREET,PORTLAND,OREGON 97201 503/223-0555 FAX 503/223-1025 p Job P/6�1 _ Joh No. _ Sheet No.(— 1 Client— V� __. Date -21 q I BV �_ - ACIPALS 10BERT A. WALKER -- _ jALE J. f� -- DiLORETO MADE W. YOUNIE ("L-7 UC (,'HGN4 V - RUL. U�t-xJ1VVJ 'ENSED P.E. - ,RI20NA 'ALIFORNIA ;0L0RAD0 1AWAII AON ANA ` ` _ MT SYs ,�A I JEVADAr Lk� WQ . fe-- JEW MEXICO 1REGON VASHINGTON VYOMING J 1 I( .' 7cZ�> myuk Ifo Q- 71� 9t] �C:l�'-- 3.2 k w WE Iml wl W 491 mlWl qffRNA MR I WALKER/DILORE:TO/YOUNIE, INC. CONSULTING STRUCTURAL ENGINEERS 215 S.W. HOOKER STREET,PORTLAND,OREGON 97201 503/223-0555 FAX 503/223.1025 Job u�� ___^ Job No. _ heet No.1In _ Client �� — _ _ Date - r' E3y—y--� _ tINCIPALS /I (�� WAERT IW A. ;. . J.x. �L TKFR ALE J. YS_�_ —i--�-. ✓`""''__,/1 IT _ ��-O �" ry DiLORETC - ✓ LADE W. YOUNIE :ENSEO P.E. • � � b L RIZONA ALIFORNIA OLORADO AWO.11 )AHO \�I tONTANA ( 1 �'�� 2p = 7 L0� V v� 1 L�-i�.�vc1� — ,. EVADA �EW MEXICO ,REGON IASHINGTON IYOMING � � � t�_ PST- MNO eiL loin C RsIL oc '5&,o-7 - 7&c)7 :"' OV- 1 k1 +.�—.. ....�. ... _a wr+r....w✓..•�wl�• rrYY..�w.u.YY�l�r��.w.•• VNALKER/DILOF,tETO/YOUNIE, INC. CONSUL;ING STRUCTURAL ENGINEERS 215 S.W.HOOKER STREET,PORTLAND,ORE-33N 97201 503/223.0555 FAX 503/223.1025 Job _^ _ Job No. ` Sheet No. Client— Date qv UNCIPALS OBERT A. --� WALKER i G,--..a 'ALE J. DiLORETO / bV LADE W. YOUNIE TENSED P.E. ALIFORNIA OLORADO (y/ AWAII' )ANO i iONTANA - EVADA j EW MEXICO ASH NGTON I I _ `iJC II ►�` r .I 1�1� ll"7�'✓� IYOMING . . ; - . __ - �17,r�1U - X20 - � ��y �,�X• (ter � cam._ i2 - tS =- -- z3 = 170 MZ e a FUZ i lKirQ i i I r ; WALKER/DILORE"TO/YOUNIE, INC. ' CONSULTING STRUCTURAL ENGINEERS 215 S.W.HOOKER STREET,PORTLAND,OREGON 97201 503/223-0555 FAX 503/223-1025 Job _— [� _ Job No. _ Sheet No. Client Date By IINCIPALS IO©ERT WALKER _ TALE J. _�----+- IO DE WT A -I J - C�'Z✓�-, �- 1 /� iILJ� YOUNIE 'ENSED P.E. . V JCi ✓ J �G� �Cr (L) �fv; ^� (( '�Y� ARIZONA LIFORALIFOR NIA OLORADO AWAIT )AHO I 10VTANA IEVADA iEWMEXICO � •F'LV��, `� IRFGON (✓f`��G1 __ _. __- /ASHINGTON Z1^ 1l IVOMINC "T'� r��l I '10c" raj c� I .. J IS,S(zcx) 34C�0 VOL I I . .I. � silt >t■I TitWALKER/DILORET01"YOUNIE, INC. CONSULTING STRUCTURAL ENGINEERS 215 SY!.HOOKER STREET,PORTLAND,OREGON 97201 5031223-0555 FAX 503/223-1025 Jobb CcsJots No. Sheet No. Client .C-� — - - Date (2:1 rte- 3y aINCIPALS 'c&"u IOBERT A. WALKER )ALE J. -_{ DiLORETO VADE W. YOUNIE LAI :ENSEDP.E. ALIFOOANIA OLORADO -- - TgY W� Nm SPWPSL IIVSf �I 1AWAII- )AHO IONTANA iEW MEXICO OREGON�ASHING ON IYOM NGT � c✓ c 29�� QC� �-� C 'TU # C:leo«cl,vu— -h W Z 0j * TALL SLENDER CONCRETE MASONRY WALL k k k k k k k k k*********x**x k x R k k k k k k k k k x x k x SLWALL VERSION (1 . U1) SEP'T'EMBER, 1987 ---------------------------- * k * THIS CONCRETE MASONRY GLENDER WALL .PROGRAM (SLWALL) WAS WRITTEN It AS PART OF THE TCCMAR MASONRY RESEARCH PROGRAM AND WAS FUNDED * BY THE NATIONAL SCIENCE FOUNDATION AND THE CONCRETE MASONRY * ASSOCIATION OF CALIFORNIA AND NEVEDA. THE WORK WAS CONDUCTED it AS PAIT OF THE CATEGORY 2 RESEARCH WORK UNDER THE JOINT * RESEARCH EFFORT OF EKEH (EWING AND ASSOCIATES , KAR10TIS AND It * ASSOCIATES, AND ENGLEKIRK AND HART INC. ) AND WAS WRI'T'TEN BY THE * * STAFF OF ENGL,FKIRK AND HART, INC . R * k * SLWALL IS WRITTEN AS A PART OF THE NA'T'IONAL EARTHQUAKE HAZA=_D It * REDUCTION PROGRAM (NEHRP) AND IS INTENDED TO BE BOTH A RESEARCiu * AID AND DESIGN AID FOR CONCRETE MASONRY SLENDER WALLS . R k * NEITHER THE NATIONAL SCIENCE FOUNDATION, THF CONCRETZ MAS')NRY * ASSOCIATION OF CALIFORNIA AND NEVEDA NOR ENGLEKIRK AND HART, * INC: . ASSUMES ANY RESPONSIBILITY FOR ANY ERRORS , MISTAKES, OR * MISREPRESENTATIONS THAT MAY TESULT FROM THE USE OF SLWALL. It SLWALL IS PROVIDED IN AN ":S IS" CONUIT'ION. NO WARRANTIES OF * ANY KIND, WHETHER STA'T'UTORY, WRITTEN, ORAL, EXPRESSED, OR * IMPLIED (INCLUDING WARRANTIES OF ANY FIINESS AND * MERCHANTABILITY) SHALL APPaY. R * * THE COPY OF THIS PROGRAM MAY BE OBTAINED FROM It * CONCRETE MASONRY ASSOCIATION t * OF CALIFORNIA AND NEVEDA ,► It 6060 SUNRISE 'LISTA LR. SUITE 3.875 it * CITRUS HEIGHTS , CA 95610 ar * TEL: (916) 722- 1700 k k y, k k k*k k k k*k k k k k k k k k k k k k k k x k k k k k k k k k x k k R k k k x k R k k k k x f k k x k k x k x tk k R R k k k R k JOB # : FROG. GRAPHICS DATE : OCT 10, 91 SHEET 1 TITLE 1 : EXAMPLE # 1 TITLE 2 : SOLID GROUTED WALL w -3 1. NOMINAL DESIGN LOADS DEAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 207 .00 PLF LIVE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 687 .00 PLF WIND. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13.20 PSF SEISMIC. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10. 00 PSF 2 . WALL -ROPERTIES NOMINAL 'BALL THICKNESS . (t) . . . . . . . . . . . . . . . . . 8 .00 IN WALL HEIGHT. %hw) . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 . 00 FT HEIGHT/THICKNESS AATIO. (hw/teff ) . . . . . . . . . . 37 .77 PARAPET HEIGHT. (hp) . . . . . . . . . . . . . . . . . . . . . . . . 4 . 00 FT THICKNESS OF FACE SHELL. . . . . . . . . . . . . . . . . . . . 1 . 25 IN 3 MATERIAL PROPERTIES 3 . 1 : CONCRETE MASONRY SPECIFIED COMPRESSIVE STRENGTH. . . . . . . . . . . . . 1 . 50 KSI MODULUS OF ELASTICITY. . . . . . . . . . . . . . . . . . . . . . -150 f 'm MODULUS OF RUPTURE. . . . . . . . . . . . . . . . . . . . . . . . 2 . 50 f 'm'1/2 3. 2: REINFORCING STEEL SPECIFIED YIELD STRENGTH. . . . . . . . . . . . . . . . . . 60 RSI MODULUS OF ELASTICITY. . . . . . . . . . . . . . . . . . . . . . 25000 KSI 4. VERTICAL REINFORCING STEEL `JI� AREA OF STEEL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0. 23 IN 2/FT COLE: MINIMUM AREA OF .3TEEL (0 .000'7Ag) . . . . . . 0.05 IN' 2/FT OK CODE MAXIMUM AREA OF STEEL (0.0032Ag► . . . . . . 0. 22 IN�2/F'T' N.G DISTANCE FROM CENTROID OF STEEL TO EXTREME COMPRESSION FIBER. . . . . . . . . . . . . . . . . . 3 . 81 IN DISTANCE FROM VERTICAL LOAD POINT 'Pu CENTER OF 5 .90 IN WALL 6 . MAXIMUM ALLOWABLE MID—HEIGHT DEFLECTION. . . . . . . 0 . 007 h 7 . PARTIALLY GROUTED WALLS 7 . 1: IS MALL PARTIALLY GROUTED? (YES=1 , NO=O) . . . . . 1 7 . 2: IF FARTAILLY GROUTED, THEN C/C DISTANCE OF GROUTED CELLS? . . . . . . . . . . . . . . . . . . . . . 16 IN 8 . DO YOU WANT TO INCLUDE AXIAL LOAD IN CRACKING MOMENT? (YE3=1 , NO=0) . . . . . 1 9 . DO YOU WANT TO USE EFFECTIVE At Eta OF S'T'EEL IN CALCULATING DESIGN MOMENT CAPACITY? (""G=1 , NU=O) . . . . . 1 10. PERCENTAGE OF LIVE LOAD TO BE I7SED TO CALCULATE CRACKING M'JMENT? . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 % w-�- 11. CAPACITY REDUCTION FACTORS (PHI FACTORS) DESIGN CRACKING MOMENT CAPACI. 1 .60 DESIGN STRENGTH MOMENT CAPACITA . . . . . . . . . . . . 0. 80 12. LOAD FACTORS DEAD LIVE WIND (QUAKE RED.FAC CASE 1 1 . 40 1 . 70 1 . 00 1 .00 1 . 00 CASE 2 1 .40 1 .70 1 . 70 1. 67 0 .75 CASE 3 0.91) 0 ,00 1 . 30 1 . 40 1 . 00 13. CALCULATED RESULTS / SECTION PROPERTIES GROSS CROSS-SECTIONAL AREA OF THE WALL. . . . . 69 IN' 2/FT SELF WEIGHT OF THE WALL. . . . . . . . . . . . . . . . . . . . 57 PSF GROSS MOMENT OF INERTIA . . . . . . . . . . . . . . . . . . . 393 IN,4/FT GP.OSS SECTION MODULUS . . . . . . . . . . . . . . . . . . . . . 10J IN-3/FT DISTANCE OF NEUTRAL AXIS FROM EXTREME COMPRESSION FIBER. . . . . . . . . . . . . . . . . . . . . . . . . . 1 .63 IN CRACKED MOMENT OF INERTIA . . . . . . . . . . . . . . . . . 3' "y" 4/FT MODULUS OF ELASTICITY OF MASONRY . . . . . . . . . . . 112:, ..SI MODULUS CF RUPTURE OF MASONRY. . . . . . . . . . . . . . 97 PSI 14 . MAXIMUM ALLOWABLE AXIAL LOAD CHECK (LOAD CASs 1 ONLY) DESIGN AXIAL LOAD 2740 PLF l MAXIMUM ALLOWABLE AXIAL LOAD ( 0 .04A9f 'm) 4111 PLF / CHECK OK r' 15. SERVICIBILITY LIMIT STATE DEFLECTION CHECY (LOAD CASE 1 ONLY) DESIGN CRACKING MOMENT CAPACITt 1 . 18 FT-KIP/FT DEFLECTION CORRESPON. �ING TU DESIGN CRACKING MOMENT 0. 28 IN SERVICIBILITY DEM1,ND MOMENT 1 .61 FT-KIP/FT DEF' ECTION 1.31 IN MAXIMUM ALLOWABLE DE;F'LECTION C%6CK OK 16 . STRENGTH LIMIT STA-E DESIGN MOiiE:NT CAPACITY CHECK ("OAD LASES 2 & 3) CASE 2 CASE 3 STRENr,TH MOMENT DEMAND 1 . b3 1 . 39 FT-KIP/FT DESIGN STRENGTH MOMENT CAPACITY 3 .64 3 .64 FT-KIP/FT DEFLECTION _2:03- �� ..-r25 IN CHECK i OK OK AAAAAAAAAAAx^AAAAAAAA,-,, ,,, . ... -'^A,^^ A I ALL SLF-NDLK CLM;HL I t r W:,UW y WALL A AAAAAAAAAAAAAA^AAAAII-A.AIAI,AA AAAAAAAA SLWALL VLRSJUN --------5EPILMBER, 19L/ U------------------ G D AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA^*A^AAAAAAAAAAAAAAA.AAA^^^^.*^A A A THIS CONCRF_I*LNLA A r'VkSONRY SLE &R WALL. HMA4KAM LsLWALL) WAS WHI Il LN A • AS PAW OF THE TCCTIAR MASONRY RL��A" I-MUNAM AND WAS V UNL*it-L) A • BY THE NAI IONAL 5CIENLE FLXJNDA I IL-lJ AND I HE WWRL I L MASLMY • ASSOCIATION OF CALIFORNIA AND NEVEDA. I HL WORK WAS CUNULX- I LL) • AS PARIOF THE CATEGORY 2 RESEAR(C-1-1 WyjK ljr4X-K iI-t-. JUIN'l • W5EARCH EFFORT OF LKLH (i-WING AND A55(XIAILb. KARIUIjt� ANL) A • A5S(XIATES, AND ENGLEKIRK AND HART INC. ) AND WAS WHI I IF I%j By THE STAFF ry- ENGLEKIRK AND HARI , INC. 5LWALL 15 WR I 1"1'EN AS A PAR I OF I Ht. NA I nAL LAR I HUUAKt HAZARD A V*-LM"CVV "XX;Y�AM (WF f;&) ANK) lb li\IILN(,)LL) IU tit BWH A ft-SEARCH A AID AAV DESIG" AID FUR CUNcRLIL !-,AbLwy 5LtI\h*--R WALLS. NEllf-", THE NATIONAL 5CIErA:I- FLXjqDAIjL)N' A I;t- W(WHEIL MASUNRI' • ASSM�IAIION OF CALIFORNIA AND NEVEDA NOF EWLLKIW AW, HAR*I,, • INC. Ab'3LMS AJ\IY RESFUMIBlL ;Y FOR ANY EWLft:i, MI,-',jAKL5, UR A • M15REFIRESENTA"TIONS THAI MAY RESULT FM)M THE USOF �:LWALL. A SLWALL 15 PROVIDED IN AN "Ab 15" CONDI ITUN. No WAWANIIES UF, A AWY KIN), WE THER 5 1 A 1U WRY, WKI I I EN, ORAL, LxFW55LD, L)R A 11PLIED (IN(j-LL)I% WARRANTIES OF ANY F 1'I1Lb�> AND A rfw-i-mrABIL.I'T-Y) SHALL APPLY. lk 1F COPY OF THIS M<X~ M1y BE UWAIJINLU FROM A LX"'>&TF MASONRY ASSOCIA110N A W CALIFORNIA AND NEVEDA 6LbU '01JNRISE VISTA OR. SUI IL 1875 CITRUS I-EIGH'TS, CA 956,i.j 1EL: (916) A AAA AAA A AAAA kA A A AAA A A A A A A^ok^;, lk^*^^*^^AAAA*AAAA*AAAAAAA*AAAAAAAAA^^^A: Job # F'RUG WAPH DA]L 11-25-91 SEI I IIILE 1: 1 "[ WALL TITLE ;2: FAR TIAL GRI 1. NOMINAL DE51C;N LEADS DEAD . . . . ... .. ... . . . . . . . . . . . . . . . . . . . . . . . . . . 8/b.LIU PLY- LIVE. . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . 1bU.UU F'LF WINO. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . 15.UC) F' F SEISMIC. .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . 1U.U(J PSF 2. WALL FRupeRTIES NOMINAL. WALL 'THICKNESS. i t). . . . . . . . . . . . . . . . . 13.UJ IN WALL HEIWT. (hw). . . . . .. . . . . . . . . . . . . . . . . . . . . . 23.LIU F HEIGHT/THICKNE55 RATIU. (hw/tett). . . . . . . . . . . 36.20 PARAPET HELIGHI. (hp). . . . . . . . . . . . . . . . . . . . . . . . 3.5U F,.1. THICKNESS OF FACE 5rLLL. . . . . . . . . . . . . . . . . . . . 1.25 IN S. MATERIAL FIV-PER'1IE3 r-1XV(3;MTE MAbONRY SPECIFIED aylMiLb51Vt 51WNV1H. .. . . . . . . . . . . 1.5U K51 MODULUS OF ELASTICITY. . . . . . . . . . . . . . . . . . . . . . /bu t'm JDULUS OF RUPTURE.. .. .. . . . . . . . . . . . . . . . . . . . ?.SCJ t'm 1/2 3.2: REINFORCI% SIEILL SPECIFIED YIELD SI'fMM*IH. . . . . . . . . . . . . . . . . . . =.1.7 K51 MODt-LUS CSF FLA5IICITY. . . . . . . . . . . . . . . . . . . . . . 29ULXJ KSI 4. VERTICAL REINFERCINIU STLEL AREA OF SILLL. . . . . . . . . . . . . . . CODE MINIMUM AREA OF STLEL LU.UUU/Ag). . . . . . U.Ub i,14 ..2/F'i UK 1 CXX:E MAXIMUM AREA OF' SI'Et.L LU.UU32Ag). . . . . . U-22 IN 2/F 1 N.U DISTANCE FROM CENT'RUID OF STEEL 1U EXTREMIr COPT IRL-SSION cIbER. . . . . . . . . . . . . . . . . . 6.81 IN 5. UIS i ANCE FR(-r1 VER 1 1LAL LUAU PUIN I 10 Ct N 11-ft' l If b.UU 1N WALL 6. MAXIMUM ALLOWABLE MIU-FfIGH'1 DEFLECTION. . . . . . . I_I.UU/ h /. PARIIALLY WJUTED WALLS 7.1: IS WALL PARTIALLY GROUTED'? 7.2: IF PARIAIL.LY GRWILC, IHLN C/C DISIAN(-tL OF (XiOIJTED CEU_S?. . . . . . . . . . . . . . . . . . . . . lL IN 8. DO YOU WANT TU INCLUDE AXIAL LVAD IN CRACKING 1NG MU ENI? LYES--1. NKr-U). . . . . 1 9. DU YOU WANT 10 U�E EFFECTIVE AREA OF- 51hhL 1N CAL.C.ULATING DESIGN MOMENT C:AFPACj I Y? LYES=1, NU--U). . . . . 1 IU. PERCENTAGE AGE OF LIVE. LOAD 10 BE USEU if_) (.:Al.0 to.A I t LRACXINI; MUiNENl?. . . . . . . . . . . . . . U It In �-7 11.. CAHACI I l' f*-LX ICT ION FAC I OR!:S (FI•Il FAC H.K_:J DESIGN CRACKING MUPENI CAF'ACl I Y. . . . . . . . . . . . DESIGN `;I fiENGI H MOf"EN I (AYAC 1 1 Y. . . . . . . . . . . 12. LOAD F AC T Ufa DLAD LIVE WIN.) (jJwlE RLU.FAC CASE 1 1.UU 1.UL.I 1.LUJ 1.UfJ 1.UU CASE 2 1.4U 1.'7U 1. /U 1.87 U.%v CA5L •-s U.9U U.UJ 1.SCI 1.4u 1.UU 1S. C.ALCULAIEL) Fd:5ULT5 / SECTION F�ERTIES GROSS LVLISS-:3EC T lCX\lAL AF1EA CIF I I L WALL. . . . . 69 1N 2/F I SELF WEIL*v OF JHL WALL. . . . . . . . . . . . . . . . . . . . 5/ F'Sf- GROSS MOMEN1 OF INERTIA 593 IN 4/F1 C7M5 SECTION MULX-LUs. . . . . . . . . . . . . . . . . . . . . . IUS IN 3/FT DISTANCE OF NLUI RAL AX 15 F ROM LX I NEMI.. U]I"Nht',JILIN F IBEF�. . . . . . . . . . . . . . . . . . . . . . . . . . 1.59 IN CRACKED MOMEN 1 OF INER I iA . . . . . . . . . . . . . . . . . 3/ IN 4/F I MODULCri OF ELASTICITY OF MASONKY. . . . . . . . . . . 1125 KSI M(XXLUS OF RU'I UKj-- OF MASC"4-�`r.. . . . . . . . . . . . . . 9/ PSI 14. MAXIMUM 11LL.O4ABLE AXIAL LCIAD CHLCK LLCIAU GASL 1 QALY) DESIGN AXIAL LOAD 1884. f'LF MAXIMUM \L.LOWABLF- AXIAL LUAL) LU.U4.A9t'mJ 4121 NLF 0-ELK UK 15. ttWICIESILITY LIMI1 SIAIE DE-f•LECIION CHECK (I_UAO CASE 1 UNLYI DESIGN CKAC►;1NG MCMNI CWAC11Y U.y4 F1-K.Lf'/F I LJEF LF-C I I ON cUKRESf'(.AV[.)1 NU I U L:)17S i UN CWjkXIN(-; MLMEN1 U.2U IN SERVICILi1LITY DEMAND NKXA--N) 1.4U F 1-KIN/F 1' DEFL..EC I IUPJ 1.25 IN MAXIMU'1 ALLOWA -t DEFLEL I TUN 1.43 1N (I-£CX UK 16. STRENGTH LIMI1 STATE M51UV MLMN'1 CAPACITY CNE(,K LLUAL', CASES 2 & S) CASL '.! CASE 3 STRE'-N I H MUMl:Nl DEMAND 1.89 1. /1 F 1-KIN/F I DESK-74 S IRLW11 M(J ENI CAHAC.i I Y 2.88 1.&J F 1-KIN%F 1 DEFL'�iCIION 2.35 2.Ul IN Cf-ECK OK UK y�pyy�ypWnbir n.N+3ypr++,w+..neu.,u.. AL.KE8/L71L0FlFT0/Y0UNIE, INC. CONSULTING STRUCI URAL ENGINEERS TL Nv 97201 5031223-0555 FAX 503/223-1025 215 S.W.HOOKER STREET,PORTLAND,OREGON Sheet No.�I Job `--- Date - Cos By Client_ AINGMALS IODEPT A. _- WALKER / )ALE J. n R 2•I _ Z .. _ D LORETO VADE W. YOUNIE - �•. r W=11• Z�� f1C i I Z3� TENSED P.E. RI20NA ALIF OLORA RV O :' Ewan )AHO IONTANA EVADE ✓ ` �( EW MEXI,JC MEGON 1ASHING1 14 ►c � �,bk /YOMING i?1��1 FIX r' �i � � FUL r _ I I Y WALKER/DILORETO/YOUNIE, INC. 7CONSULTING STRUCTURAL ENGINEERS 215 S.W.HOOKER STREET,PORTLAND,OREGON 97201 r-03/223-0555 FAX 503/223-1025 Job No. Sheet No. Jot) Client _ Date UNCIPALS!OBERT A. WALKER ( J - ,ALE J. 4 DiLCRETO ( �(,��'+ �i li•�� JADE W. I YOUNIE -- ,, :EN'aE0 P.E. Ire p r ;- ALIFORNIA cc'iOLORADO I )AHO IONTANA EVADA EW MEXICO ASW NGTON l~ _l_ _. . -(,�_ I I. k I-7 `�Z I►Cp �► i. i.... IYOMING Ary r--.. FCTZ . 2 LD N(b U)Out- _!tel 5-/-YLlE -104- 7- 104- -_�F-L _ 9147 r ; WALKER/DILORETO/YOUNIE. 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I `If � YOUNIE 1 (l TENSED P.E. -i RI7.ONA / /+I' w(�= c��a` ZC J -•- _ --- ALIFORNIA L- .OLORADOoi- iAWAII iONTANA. �-- / ` 1 +- IEVADA IEW MEXICO)RE ASWON NGTON %m I DI VYOMING �- , T--- --'�'� Gam-U,- >c = 12,`✓ � � - _ X41 -- - �' I _ �. --i-- Vic-- _ 5��,�� , �r'_1/•._..��"(�2 ►�- ' 111 PT CD � --• - . t 7- I _ r � oA/ALKER/DILORETO/YOUNIE, INC. CONSULTING STRUCTURAL ENGINEERS 215 S.W.H KER STREET,PORTLAND,OREGON 97201 503/2230555 FAX 503/223-1025 a Job Job No. Sheet ClientWee-- _ Date '- <=� ' / By— �. I11NCIPALS 108ERTA. 1 't �.. ; �-�f \I�IV �J c'A') WALKER )ALE J. - DiLORETO MADE W. YOUNIE /Z 5+E` - r ;ENSED RE RIZONA ldl A c'T 'O`-4- JALIFORNIA - -- :OLORADO _ Z(n7 IAWAII JAHO .IONTANA IEVADA IEW MEXICO �'l�wi l 2 4-7 VASHNGTON VYOMING 1 Z (cy- - �G J /L'\ I � --f-4 , i .T I --l- - _. -- E- WALKER/DILORETO/YOUNIINC. 1 CONSULTING STRJCTURAL ENGINEERS 215 S.W.HOOKE ,,STPEET,PORTLAND,OREGON 97201 5031223-0555 FAX 5031223.1025 Job Job No. _ Sheet No. �- C� Client Date _�i By �=� iINCIPALS 0BERT A. WALKER ,ALE J, DiLORETO VADE W. YOUNIE TENSED P.E. _ .___ �b� . W��- - �,,�'C�n � ?CID ".LO C, Tr`1 RIZONA I At IFORNIA OLORADO AWAIT )AHO 1MEXICO ON1ANA V t✓,Q EVADA I // �7/ J+ SEW I �% /V �� 6-A REGON dASHINGTON lYOMING _ LLL id s:w.:,,.wn'AY:YG'i+f.�Ylti ar,fr.M!Wi'NoeuwYYredwC4rim�AMMw41J14NYiwii�YWiMitwli#rca4lfTiWwen.ra.w�fYf+�W.wHaMwI�MJauMirrnwnnuwrtirw,ww+wrwr ; HCCe CWT fla-WA4,- r— J -ToE a Q�r'QC ANO (Z) " 4 TfE2 AT -Trf t--F fes. F3�c�►U IcIrE 1p (p i 'F zT ..�r.�.�.�..wtxuru��a,tlV �wara��wawwmp� �uw..unwo..you.n....a.n..+.:�uYaut�awwi:sraaanMaa�rw.r.'�w..+wrvywnr.. r�n.uy �.. S vE V E r'1-, FiJU- "T �rr - - PAYS � �✓1T�� A �� cam, ��_ 4-CT .� • 1 �Zh C.,,AU �_ G ! I 4x( �p ( I f W/ r '� � f},P� FULL H T OF- 7-0 f7-OCMU 4- cp / b 1 r �� -- -- - VU I V�.- FTS l fn C CITY OF WARD OREGON November 12, 1991 Project Nanage:,.ant Group 34 NW First, Ste. 304 Portland, OR 97209 RE: Traffic Impact Fee for 9970 SW Greenburg Road (Progress Graphics) Dear Roger or Monty: Enclosed with this letter you will find a calculation sheet showing the calculation thrt has been performed to determine the amount of the Traffic Impact Fee (TIF) to oe paid for the project noted above. The calculated amount of the TIF is $8905.00. Please note that you may appeal the discretionary decisions made in determining the appropriate category and the amount of the fee based on that category. A notice ,)f appeal must be received by City of Tigard Recorder no later than 3:30 p.m. on November 26, 1991. An appeal would be heard by the Washington County Hearings Officer. If you have any questions, or if I can be of further service, please contac.-. me at 639-4171 ext. 394. Sincerely Vi Goodwin Permits Coordinator 13125 SW Nall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 - - ------- DATE: PLANS CHECK NO.: //-/Z - f/- PROJECT TITLE: COUNTYWIDE -5 TRAFFIC IMPACT FEE AP CANT_: — WORKSHEET (FOR NON-SINGLE FAMILY USES) MAW ADDRESS: 3(vu.�-S CITY/ZIP/PHONE- RATE PER _GI7� _ LAND USE CATEGORY TRW TAX MAP NO.: REVDENTIAL _ $138.00 /S/ _2le (�C 7"L IN 'a AND COMMER IAL 35`00 SITUS NO.ADDRESS: FiCE __- -__-- ---� 2� N TR Al, _ 133.00 INSTITUTIONAL $57.00 PAYMENT METHOD: CASHam__.. _— CREDIT _ _ INSTITUTIONAL ONLY BANCROFT(PROMISSORY NOTE) LAND usr caTEcoRv [)ESCHIPIIO�N OFF USE I-EKDDA`V AVC. THW{L1TTWE�EKEND TRIP RAT �.L1__ 1�Q_1_ DEFER TO OCCUPANCY �! BASIS: P�� a� �� • .�� CALCULATIONS: _6 x 1 PROJE(7 TRIP GE ,RATION ----__—_� i-7-4( _, mgMa& 1rEE, d'4o s ADDITIONAL NOTES: roa ACCOUN TING PURPOSFS ONLY. G � : ea,"A1 L T •- - I r'll I PAaro� CC WASHINGTONG01INiv TIF NOTEBOOK form tiflo CITY OF TICARD RECEIPT OF' PAV RECEIPT NO. 191 -2-19 426 NAME 2 PROJECT MANAGEMENT GRnl,JP CHECK AMOUNT 651. 53 ADDReus ; 3853 SW SCHOLLS FERRY RD CASH AMOUNT 0. 00 PAYMEN"r DATE 11/06/91 PORTLAND, OR 97,S21- St JBI)J V IS,TON PURPOSE: OF PAYMENT AMOUNT PAIDPURPOSE OF ! rYMEN-1- AMOUNT Vqjj) PLAN CHECK FE qj 3_3 3 PLAN CHECK FF. 24 A— 20 i)970 SW GRET.NPURG io,rAL AMOUNT PAID i Cunstroction ln.spectitm&Relitcd 7csts Carlson Testing, Inc. PO.Box 23814 Tigard.Oregon 9722? Phone(503)684.3460 January 8, 1991 FAX 684.0954 #CP-6951 ! FIELD INSPECTION REPORT �! DATES COVERED: January 8, 1991 PROJECT: Kwik Copy/Progress Graphics (Job# 265) ADDRESS: 9970 S.W. Greenburg Road INSPECTOR: C. Stasch #485 1-8-92: CTI representative in3pected reinforcing for CMU walls north half of bui"-ding last 8, from top. All reinforcing conformed to plans. One set of grouted and one set of ungrouted prisms was cast. A 7 sack Kurtz Mix grout from Lone Star was placed in these walls. Cells were clean and grout was vibrated. Our reports pertain to the material tested/inspect-ed only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If theme are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSori TEST IN , INC. Douglzrs W. Leach President CS:110 CC: Project Management Group Ken Parker Masonry City of Tigard i i i