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12155 SW GRANT AVENUE 12155 SW GRANT AVENUE 'A (n .N C tU N C7 3 U) to u7 rA 1 BUILDING PERMIT APPLICATION TIGARD DATE— nTYr.1 1st4807 THE UNDERSIGNED HEREBY APPLIES 70P H"ERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE 620-2699 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFI(;ATIONS. OWNER PHONE LOT NO. OWNER Leo Eival— JOB ADDRESS ll_55 yw_s .___�__. _- ARCHITECT ENGINEER BUILDER ADDRESS.____ STRUCTURE D NEW [*_REMODEL ❑ ADDITIUN Cl REPAIR ❑ REN5WAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE 4 COMM Cl EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS—❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY --jL-3__..LAND USE ZONE _ZP BLDG.TYPE —IM—FIRE ZONE_..__PLAN CHECK BY ^_ T HEAT-._--- _rover for chis&_collectiw't 10 X 12 `c 22 ft. high l)ust r. 0 lection tp weet u1:'u Requirowenta i al l por code.__ _ SEWER PERMIT# :dune rceq�.tired. Call for rdineldlnapectiort _ _ _ _ OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA NO.BEDROOMS VALUE 1900U,. BUILDING DEPARTMENT __. SETBACKS FRONT _REAR_ _LEFi'SIDF RIGHT SIDE Permit .50 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING 1 REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HFREBY AGREED THAT THE. Plan Check11.3N _ ,WORK. WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPFCIFICAriONS AND IN COMPLIANCE _.. WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal LICENSE. i _ RFSTR!CTIVE COVENANTS. CONTRACTOR AND SUB CONTMACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax •10 SDG — Total _ 2`).5b FDCM APPLICANT NT --- -- Receipt No. — _ Approved 111w AD FS _ PHONE DATE INSP. TYPE INV)PECTION REMARKS PWJMBING DATE 71 ContfdctOl Permit No. Flough-Iii Fixture Final HEATING Contractor Permit No. Gas or Oil Rough-in Final SEWER Final DRIVEWAY Final Storm Drainage Main Drain)Final Sidewalk Curb P,Street Flnel ApproA-h Ii-T--1rICAif'-—0CCUPKNCq— DG. DEPT. ri:,:tL-- TEMPORARY Final X CIERTIF`1CATK OCCUPANCY Londit,aping Toning Final A l i t C j 1 2X/a 1, do r Tfl R0 N G'H 5AA7 __._3�IT _PR�3.? t I •TI Ic o hi c PIE R S 1 1 ' _ I APPRCVED FOR CONSTRUCTION j CITY OF TIGARD PE ?+T NSITE ADORESS_f 1�� BY TITLE_____ - --DATE 1�+� C� � v �I r r-_ i 5 C ALS" 1 DEPARTMENT OF COMMERCE—PIANS REVIEW SECTION NOTICE OF PLANS REVIEW PAGE I of 2 • ' ROOM 916,STATE OFFICE BUILDING,PORTLAND 97201 (THIS If NOTA BUILDING PLRMITI c SEEBER __------ _.._.... — --__ — -- Building Address County —WASMMH-- Occupancy —a"2— Const. y=tN _Sound Value 150.*QOOg..—Plan Fee V+400 Architect ALFRED IT VAN D%ffLIN Now Bldg. Tf Addition p Alteration [I Uate Received 41 1 Owner _,ICTOL SEEDER Address Date Reviewed 5 12Z-78 _ Stories _ Area 11.25Q/ Attic _A1__1 "_Fire Walls..NQS.—Fire Escapes_LLS.__ Exits' 8 24!6_7 ft. Main Fir. Basement Ht, Stops c To,.t', dth Shin 37 / NIS Vert. Shafts N��� / Sprinklers N�' / / ' __ Men. Alarm M�S S.P. -.NL-S/—.' ...._ — Closed Closed N�q Yes Area Covered Int, 5 re E t. Ext. - —/_�__ Ht. Det. _N��_/_ /_.—» Floor Oh CeilingGYP BD Roof$LT��_Sit. Members CONC1WOOD Class No. Type Area Covd. *� 'T Wall cover CONC /CQ13.CLG)W,. rm. encl. __�S -- Type flue —I/S.-Type Htq. System —Pl�fi.__ _ Fuel Ent. Int. I The submitted plans have been reviewed for conformity with fire protection statuies and regulations of Oregon admin• istered by this office. Items No. 14x_17& 20sL_.?6s-28 checked on the enclosed list are applicable. These items and any specially noted provisions must be incorporated into , the project to meet current fire protection regulations. Approval of submitted plans is not an approval of omissions er oversights by this office or of noncompliance with any applicable regi-lations of local government. REMARKS: __12_Tlily_ $_A IPX_AN-D-111.1 5AFETY__rLAN__REV1.FW_COVERT G_ZE_CONSTRLL0UQ1,._9FA InW �3�:II�II�Q �DI4A ''P S0._SE_ILS-._FIRE Z9 Lam' ?�__TkII .-REEiIr._I S..PA554.9N_�klE.F1 kE A�1� L1 SAFE�'y._FO�tTI0N5 OF �9Z6 EDITION._QLM[E_.,5TAT> QF_DRE00►1LSTR021TRA.L-HECIAL.TY_. nEg� z)_Qrn C. MAY 1LOT E n_=RQII('II ., 1nV_ABEASa,_SE-C'1'i;4tti -3.303-Cc) EX�T_P49E5 S[TALI,_HQT-DE N�D_SQ_TI[AT_OlgE 1XiO1L.MAY BLOCK_AI�OTHER I�QOI?9g_iXTOi4PF.NtNc T0. PI'EyE_NT__.T[[ �4OR QPErIILL�PRQl1 COMPLYING-WITIL SECTION 1303- 41 303_(d�.— ------- -- 41_IF_-TH TQBACR_QF_T[iIl`INERS_IN TU.-PAINT-1104MEXCEEDS__THE. LII�TS,fSP _IN_ '_19_A Examined by /� ?L� Copies to: ' �FIgLDEPUTYASFh2OWNER LDG•DEP tFIRE__DEPT•gELEC•, __ PRS•2 —APPLICANT SP'26589814 PAGE 2 of 2 DE►A'RIMENT OF COMMERCE•—PLANS REVIEW SECTION NOTICE OF PLANS REVIEW .•} ,;� ;00M 976,STATE OFFICE BUILDING, PORTLAND 97201 (THIS IS NOT A BUILDING PERMIT Ovate SEEBER MULTI-TENANT WALFHOUSE SW TIGARD ST & GRANT AVE TIGARD 78-501 �c,a;' + Swid,nq - _ Address `��40 GALLONS)s�1"liF_ FOLLOWING_.WILL_ DE REQUIRED!., _1)_JI._Sk1ALL__DE _SEFAMUD_ FROM 'M REMAINDER OF THE BUILDING BYA_ CINE-}LOUR ____g(4C_UPANCY SEPARATION__ALL•___SECTION_503o__.__-.-......._. -----.-- -- --..__. ------- ---_ AN__AU SYSTEM _WILL BE_REQUIRED IN THE RWM• __SE TION 3802 (b) 6• ,EXIT FROM THE-PAINT__STORAGE- ROOM SHALL -COMPLY WITII- SECTION :3)03a _6Al..-LEAST ONE HANDRAIL SHALL EXTEND _NCT LESS- THAN _0 INCHES BEYOND 'J'E TOP Af.b BOTTOM _ RISERS Ai;T ENDS,_ SHALL._-BE_RI._TIMED OR SID\LL- TERMINATE IN NEWT, POSTS OR SAFE'T'Y TE'REtI:NALS• _ _SECTION_ "3305 --- �71ALL EXTERIOR_EXIT DOORS SHALL-BEA MTNINA!M OF It IN WI DT'lIn SECTION 3101 (d.1 ANP 3-`%O? Q). ) — H)_PLANS ARE ACCEPTABLE_SUBJECT TO 19IF ITEMS NOTED ALOVl' AND THE APPROVAL OF._'1 E — AITIMORIlIE't.HAVINC JURISDICTION, • Adopted 1-1-78 STATE OF OREGON DEPARTMENT OF COMMERCE Fire & Life Safety PLANS REVIEW SECTION Plan Review Number-2 e_-_5(J CHECK-MARKED REGULATIONS, IF ADDITION TO ANY REQUIREMENTS APPEARING ON THE ATTACHED REVIF.,; NOTICE, MUST BE INCORPORATED INTO THIS PROJECT. Approval of nulimitted plans does not constitute approval of any omissions or oversights nor noncompliance with any applicable regulati-)i)s of local government that may exceed State requirements. 1. Structure required to be Type throughout due to area, height, occupancy, Fire Zone. i� 2. One-hL .r fire resistance rating required for all interior construction. 3. Al living 'snits required to be completely separated ty one-hour fire resistive construction. 4. Exit corridors require separation from any other area by ono-hour fire resistive construction. Sec. 3304(8) S. Door assemblies of interior openings to corridors are required to have a fire rceist.ance rating of not lees than 20 minutes and must be self-closing or automatic-closing. Relights in corrid-rs require wired glass set in fixed (atfel) framing. See 1973 State Structural Specialty Code, Sections 3304(h) and 4306. 6. Stora3e rooms, closets, laboratories, shape and areas of aimilar hazard require separation from other areae by at least one-hour fire resistive construction. Furnace and boiler rooms require ore-hour fire resistive construction. 7. All vertical openings such as stain ays, trash ,•hute3, - tc., quire full enclosure of one-hour, two-hour fire resistance. Access say, _o such shafts require self- elosing and latching Class B fire door assemblies one-hour rated, one and one-half hour rated. Sec. 1.706 S. Attic areas require draft barriers as per Sec. 3205, not exceeding each 3,000 square feet. (9,000 square feet where sprinkler protection provided) Sec. 3205 9. Voids created by ceiling-floor systema require draft barriers not exceedinq each 1,000 square feet. Sec. 2517(f) I('. Building projections such as balconies, eaves, ov,__­ngs, etc., require fire protection as per 1976 State Structural Specialty Code, Section 1710. 11. Fire stops, blocking or framing members pierced for utility runs require packing to equal, fire resistance prior to such piercing. Wood frame construction requires firestoppinq of beth vertical and horizontal draft o7enings at maximum intervals of 10 feet. Sec. 2517(f) 12. Corridors require at least 6 feet in clear width. Drinkinq fountains or other equipment may not operate in a manner which would obstruct the minimum 6 foot width. Sec. 3?17 13. Handrails are required on all stairways. Stairways over 44" wide need handrails on both sides. Sec. 3305 14. )pen stair railings and guardrails shall have .intermediate rails or closures with no openings large enough to pass a 9" sphere. Sec. 171E 15. Exit doors from lobbies, corridors and rooms with potential occupancies of 50 or more are required to owing in the direction of exit travel. Sec. 3303 16. Exit doors frcm lobbies, corridors and assembly arras require panic hardware. po-'17. Hardware for alp I -,re required for egress is required to be of simple type having no pro- visions for locking against egress, with obvious method of operation. Flush bolts other than listed automat+- are not acceptable. Sec. 3303 (See exception) I.S. At least 44" (inches) in clear width, without projections, is required for exits and patient room doors through which patients must be transported in wheelchairs, stretchers cr beds. Sec. 3318 i9. Sleeping rooms require r :!mat ane window readily openable from inside without special or,'s and providing a clear o� _. 1 of not less than 5.7 square feet. The minimum net clear opening height dimension Ehall be 24 Inches. The minimum net clear openina width dimension shall be 20 inches. Where windows are provided as a means of egress or rescue they shall have a finished sill height not more than 44" (inches) above the floor. (Over) J0. Surface flame spread rates ut walls and ceilings, minimum requirement: stairway - 25, corridors - 75, other rooms - 200. Sec. 4203 21. Combustible acoustical material required to be secured with staples or equivalent metallic holders or a heat resistant adhesive capable of withstanding 1000°F for one-half hour. Sec. 4202 22. All curtains, drapes and similar furnishings are required to be noncumbustible or rendered and maintained flameproof. Sec. 4205 23. With standard spacing, rows of seats between aisles may not. exceed 14. Rows of seats opening onto ais,es at one end only may not exceed 7 seats. Also see continental spacing, Sec. 3313 - 3314 24. Stanalyd seat row spacing must provide a space of at least 12 inches from the back of one seat to the front of the most forward projectior. of the seat immediately behind. Sec. 3314 25. Posting of capacity of assembly areas as noted ie required by State Structural Code, Sec. 3301(j) &-.0'26. Heating, cooking, air conditioning and eimi.lar service equipment are required to be approved and listed by a nationally recognised tasting agency, such as U.L., Inc., and to be in- stalled in compliance with agency's spcaifications at,d recognized safe practices. The installation of ventilation systema is required to be in substantial conformity with the 1976 Mechanical Specialty Code. Corridors are not acceptable for use as supply or return air plenums 27. A dust collection system is required for shop areas for nonpertable machines emitting or producing duets. (Ref: Sec. 1008) Dust collection equipment to be located outside of building or in one-hour separated room equipped with automatic sprinklers. W-128. A.S.M.E. approved pressure relief valves are required fcr all water heaters, installed either in separate water tank port or in port for hot water line. Shutoff valves may not be located between a water tank and relief valve. 29. A firefighting water supply is required within 500 feet of building that is capable of producing 500 qpm (minimum) for 10 minutes for each 5,000 square feet of floor area within building up to a maximum of 500 gpm for 30 minutes, or provide a 5,000 to 15,000 gallon reserve water supply as required. 30. Interior wet standpipes at least 2 inches in diameter located and equipped is per sec. 3804 are required. Couplings and connections required to be American National Standard Thread. Where standpipes are served by sprinkler piping, see 1973 NFPA Pamphlet 013, 3-7.7. Sec. 3804 31. Approved automatic sprinkler protection throughout occupancy is required. 32. Approved automatic sprinklers are required over r,nd under stage and in all. auxiliary areas, includinq dressing rooms, storerooms and workshops. (Sec. 3802) 33. Stage roof ventilators displacing at least 51 of stage floor area, openable by hand from stage floor and by fusible link or other heat activated device, are required. (sec. 39ui-06) 34. An approved fire alarm system conforming to 1972 NFPA Pamphlet N72-A with signals audible throughout building and manual alarm sending stations adjacent to exits from each floor or area are required. 35. 22" X 30" access to attic spares in required per Section 3205. 36. All exit doors and access ways thereto are required to be identified by approved electrically Illuminated signs nerved by two circuits with one separate from all other circuits. Sec. 3312 37. An emergency power system is required for the gymnasium, __auditorium, building to maintain exit illumination for not less than one-half hour in event of public utility failure. Sec.. 3312 38. Fluoroscent light fixtures installed on combustible surfaces are required to be U.L., Inc., approved for such mounting, or installed to provide at least one and one-half inch air space between the fixture housing and combustible material. 39. Conformance with all requirornents for the removal of architectural barriers to the handi- capped 1n required in compliance with Chapter. 31. NUTF5: 1. Local regulations or insurance stand,,rds for most favorable insurance credit may, and often do, exceed these minimum State requirements. 2. This review does rot cover O.S.F..A. (O.S.H.A.) regulations. 3. This review loss not cover Medicare-Medicaid regulations. 4. Oregon State It Department.. PECEIV,EO The MAI? HORNA�i1' , ......... CITY OF TIG M9 Ty --- - ARD 11200 Allen Avenue, Beaverton,Oregon 97005 646-2131 �r March 21 , 1978 Mr. Ed Waldi.n City of Tigard Building Department Mr. Ed Waldin, I have contacted Mr. Roy Johnson from the State Fire Marshal ' s office as you recommended. Enclosed is a copy of the changes he has requested. Also, I thank you for your direction and assistance in getting Leo Hval a temporary occupancy in the Seeber, , Balzer Warehouse at our meeting of March 20, 1978. Sincerely, Gerald L. Veenker Construction Manager The - _ __---- — -- �_-N2 0217 HORjMAN Company CHANGE NOTICE 11200 Allen Avenue, Beaverton, Oregon 97005 - Phone 503/643-5731 JOB NO.. /, ADDRESS: _ - PLAN: ( /, :W � c.L_.���� _ � • ply / ►r /j�'ti•S CUSTOMER NAME: i PHONE: GATE: DESCRIPI'ON OF CHANGE: AMOUNT: C-//v uc C;.-2 �C.117C-.1 '4' /II C. C,Ic/C /)►cwY/I � ) � C'crfct. Y✓c-�l:� � ,/jC.� ►)c. TIIt, C.l�,.f��'► L r:. c_. .16 4- 0777c"�/'C' ke/A 'Z .417'r7 <<1L ,����,- fir-- �� � C� S, /I c- e T, c, c. J/E •� jr . ,71 —/—t vie, ZL ACCEPTED BY (THE HOILMAN CO.): I TO'AL CREDITS OR CHARGES ABOVE $ AUTHORIZATION: The Holtman Companv fs hereby authorized to proceed HANDLING FEE S with the change(s) listed above/and 12a.ept the charge or credit related ---- `-- thereto. � TOTAL S AUTHORIZED BY: DATE: NOTE: Payment due on possession. P,unimurn charge for any change is 1_71.3 $35.00 except where redued by cred'ts. _ _ r.__ —JOB FILE The - ----- -------------------- -- -N J---�� , G 14011-iMAN Company CHANGE NOTICE 11200 Allen Avenue, Beaverton, Oregon 97005— Phone 503/643-5731 JOB NO.:/ - TDDRESS _ _ �= PIAN: / CUSTOMER NAME: SI PHONE: DATE: DESCRIPTION OF CHANGE: AMOUNT: ��n I -D-%G �• //►� L,.�'1:�ICr S•,.Ic'- C: T ��� S�.ch 5 cC.►'� -7C l�C.. S/'j 7.' � I c._. '�X�'{ ��"Ml.l'c:.TC, L: ►'� cLr 7�G C7c�S� . I lit✓ CL rl7 r S -L [�C Sc�a:.Lc-�� .�,'c'L,�C1— I,•yli� I / r I/�G. ��c .- .c%//) 1-�"*,���� tc - �7C r'►c� �t �'L/i s, s . ' � � � � .z'. .� /< lfc- 1— � �f �• � jiF.'. Ci.//c�.CL[JL" C/ l �j S[`C•r /tierstCr 1' 111*"4-7 P-CC•l" ; S 4 be_ ✓e.1tri n�c:. f I�/•L. ihLt �GC .-1C.,1 Q "-LC i 'IL.il� 14-IC•1LiA4. i /7 I'C� ►1). L�.. I�) c�-tJ / �: LCL' ACCEPTED By (THE HOLLMAN CO.): TOTAL CREDITS OR CHARGES ABOVE S AUTHORIZATION: The Hollman Company fs hereby authorik to procewl HANDLING FEE S with the change(s) listed above and 1 accept the charge or credit related --- - - – trhereto. IOTAL S AUTHORIZED BY: DATE: NOTE: Payment due on possession. Minimum charge for any change is 1T1-3 $35.00 except where reduced by credits. _ JOB FILE .--- I XF A .Address '' �3�j .d A! � Permit No. Permit: harge 07-7 JWner �� � ii�.7 a Connection fee Paid by _� c �• � Type of building Date connected Service rate ���''� Inspection fee c Contractor Paid ',y date S_ze of connection Aosessment Paid _I/W740F ;07 i r i i T7( (0 F 'IGARD REQUISITION �Ao 17363 16 AREGON THIS IS NOT A PURCHASE ORDER PLEASE ORDER THE FOLLOWING: P.O. NO. _none — SUGGESTED SUPPLIER- Van Walsti jn Consulting Engineer_ DATE 2-2'78 Nom- — 610 SW Broadway Building, Rm. 602 DELIVERY TO— _ _ __ DEPT TItEET --- — - -- Portland, OF? 97205 ADDRESS CITY 8 ZIP CODE DATE NEEDED-------------- -- EEDED_— -_ _ ------- - ACCOUNT NO. OUANTITY DESCRIPTION UNIT PRICE AMOUNT 7-.-S. 9 }- Structural review on header _panels 75.001- - building Tigard Blvd. ;All l.nl 1r4 (RUCTIONS TOTAL AMOUNT 75.00 SIGNATURE APPROV D D[PT. Hii APPROVED CITU kcal D6q _J I R r i l�.� ..�. ! -- _ � x 2�'-v /fir l:s VAN ®OMELEN / LOOIJENOA & ASSOCIATES CIV L /STRUCTURAL ENGINEERS ;4309 SW COFIKlT P(M I 1 ANP, ORF"�ON 91201 1)011 January 31, 1978 Mr. Fdwnrd T. Walden city of Tigard P.O. Pox 21557 12.420 R.W. Main Tigard, Oregon 97223 RFs Multi—Tenant WarLhouset Tigard, Oregon Deaf Ed, I have received and reviewed the contents of your letter of 1/27/78 and that of Mr. O.H. Van Walstijn, P.F. of 1/23/78. rnclosel are calculations for confirmation o' Pilaster ade- quacy, panel end connection c,_pacity and lateral tie con- nection at C/2. Also enclosei _rp --r.i.-,s of details for amcond floor attachment to stiffen pan,!is horizontally and a pilaster base connection detail datea 1/26/78. These should answer any of your questions If yrni have any furthur problems please contact me imme(li; tely. 11Pr.y truly yours, JAN t)OMFi,FN & LOOIJFNrA f ee A. navid Faller NnFinvd nopy to Hollman Comppny LALM VAN DOMELEN/LOOIJENGA ,���1��QD & ASSOCIATES 3609 S W Corbett PORTLAND, OREGON 91201 LETTER Phone 222.4453 oats -')LLMA�tit �� Subject I I 2.00 A LL Aje , ` >r'- 86 r tJH!SF, 7 7,06 CITY i3L oG. -�-ffr F—Loop' LR-6AAi--NE P, e-, GLS `TH E,. t PPLY per„�� '� :"`•„ / , t11=t1 ( _ �g _ SIfi NF fl [I Please reply No reply necessary 11u 9#1 7 0,ro1IabM f—,N fk4 im 1O .fd Moog 0LEO VAN QOMELEN ENCA 8. �� �UUlYV1/ � ASSOCIATES 3609 SW Corbett PORTLAND, OREGON 97201 LETTER Phone 222.4453 Date �/2 �/'5- t" 5- a"P.J �U Subject 1 17. pU AL C i OF Drt-ASTJ P- SASE— Z>L=-Tfi iL A_ 'XS60 Fi4-7H1AJD Sf'r1�iorl _�'L PAn_)C-LS �I��s T E(t_ I �r D 6- c-Y')O. g���G StHPso►J ; '7va`P Tie ST 12 rg�4 �•� �C'�C T1y r�r AND o y ff rc r=,aasT 7-007R, J6457. PSc rARAB(U.-T pe,aAaLT z �� � 3� 3* ;/, xO'-7" ry (4 n ) x rC . (-P 48 ur.►�Ea sur 2 PZ- 7u)o I3Ars . MEMO PUZH VDtL 91(:NE� Please reply No reply necessery VAN WALE T IJN CONSULTING ENGINEER CivillStructura 610 S.W. Broadway Building, Suite 603 Project: Multi-Tenant Warehouse Portland, Oregon 97205 (503) 222-3452 SVV Tigard St. & Grant Tivard, Or-,,on ,Tnnuary P3 , 1978 City of. Tigard 1P420 S.W. T n Tir?al'd, Orepon 47^? Dent. Of Building's Gentlemen: Upon ,your request T have reviewed the header panels of the P51 and 10' openings for structural adequacy and concluded the fol.lowinp;: 1. The pilasters supporting the header panels appear Inadequate. The celculntion furnished by the firm Van Domelen/Loos jenga _gave not taken in account the moment magnifier factor; the column height was Assumed 171-611 vs. P1'-011 ; grade of reinforcing steel was assumed 60 ksi vs. 40 kai aQ per general notes and height "')f header panel was assumed 9'-611 vs. 13'-0". ?. HPnder panel dasi7n for lateral load pnd assuming reinforced as per -eneral notes (minimun steel) app-ars inpdequate. No calculations on this portion was furnished. '�. Hpsder panel connections should be desitned as per UTC table P3J Item y (up is P.0) . This is however an interpretation and project enp;Ineer should document his opinion. Connectors appear satisfactory when nssumi.ng similar desigrn method as described id the design hand- book of P.C. I. (Prestressed concrete institute) . Because of the Importance off' the connectors it is advisable to have documented calculations on this matter. 4. At the location CIA ( calculation sheet R1) the chord stresses are interrupted by the discontinuation of the wall. The force +,o be transferred should be (1/BWL)/B i^ which W is the tftl lateral force, L length of building(1501 ) and B wiith of buillInR(601 ) ennol.udinr n force of 10.3 kips vs. ?x.75 kips unless the walls are destpned as cantilever in plane of the wall. This assumption should be doconented by the nro jeet enpineer. Sincerely: 0*H, van Walsti J P.E. ! '• '►"� "'� q' •li//Ix+' ..ror.. i .--•1-I EL::!'il A...l� !I�(�C fr l l-�Cw. �'GCa`7i(iC"1�� � � �1/Itd IP�7'4.tA:. , -__��._ oR Ism me . �� p 7'' .. i �'!s 3oD.c 1 ifs 14'/21 t 1 �s �'�a l s �I 1► -K x 1�J,tr fZs 112/c 31Cvx. to r .1�;h, ti,, )�.7 t� � �. 1.4.t � c,.r, � 3 .tee �►��. � � -- 4 X1.17 K 15 4- .I X W c,.�r J�► 1. a 9 0- V.7 IL I. q KI I"" 4 (,r�'j o' I. � �a'S�►, f c~)g 3 4�' }'�l! t �.!b t.e 6rL�o ice•C R"�1�G.t'c'w ' (.�G•C�._ N'4/l�µ�.f�'l!'s b ��•'t.,��-+fE>M't"�'_ � '..!1 f @ii^y, IL r I�Gw s ( � a , t�7.`� t44 IL kr _ _z .S; I se 114) 23,1 ; Gild''A. iJ C �wJ y - � � •..— M.rMro �� 1 I,•� / •1.IY�Y� � ? ;y�s,�e 1. r�►tri 2 3, 1 n s r r} , ��s ; '' a . t;. d t 0l �+� "'� al(�y�1~_'�/- VA WAL.OUN i, NSULTING ENGINEER my: CIVIL STRUCTURAL < —, _ / CLIENT:-,—, _ PORTLAND,OREGON 22i-3-452 r }gam .� Hs.!,Avt�.w.�w� r°•:r'r«....1„f�.�., :�"� .'ir� '�! `.'i4'V I..,p'....,.�.�nY: 140 �_...�A'1^ f i f 1.4 ('i�' ..-Lo 1 S". f•Ht.��,, ,,.,�-....._...ta. �� .�1�.� �A .. rC�+ 3 w 'r ----r-- / VAN WAL 'TIJN'CONSUL?ING ENGINEER NV.T ---- °A7 ' y FSH.NO. - ✓' I' CIVIL ; STRUCTURAL CLIfNT'__� - ---- - rORTLAN4,OREGON 2?2 34$2 r1torrECT:. r— �■r !..1.'�/C 1. `I Ji`.. !�E L .._.1' b{T t!►..�..-��..,Zri?�<,0 1 t�.��. + G•r .^ it l o 'jr r mv-r. :: � •f I ... �4"� v�G - tb f'�j� G� - ,S I T-t-r.,.. � �i�I7 .: 'Z.G7 wr r � Zua�o.� ict'•, 4A i C.4 d, 10 fro l ' 1 # a ." <i �:Ia � ���/ M���«S�7t a pE y�!•r c..,�'l� *A M-1 ��y S�1.i J�. • ' 1 � 7•�� fr0 / r 4 I . a VAN WALS-Tl.JN e6N, SULTING ENGINEER "`' �"*"- - °A7 H NO� CIVIL i STRUCTURAL PORTLAND.OREGON 222-3452 PRo.1tcTl - -• - w w w w Sheet '�' ol�_ NORTHWEST IRONWORKS, INC. Data - jLDwnBy ,i�s� Quotation No. Project CLACKAMAS, OREGON Contractor ME TELEPHONE 6559167 Architect i O•� i k: '- EQ 0- — f—o 45 f , JF /LX 2% ►z Mn TER nt— /v-T Pmol ;�, . 4. �/' ,r'2,�FB, � •, 1' / SEWER PERMIT M, 13834 Uf Unified Sewerage AgencyTigard 10- 29-77 of Washington:County CITY OF DA rE OWNCR : _ c;p-hp r L!arehniis-E_ PHONE : OWNER 'S ADDRESS: TYPE OF INSTALLATION : x�BUILDING SEWER ❑BUILDING SEWER AND SIDE SEWER TYPE OF OCCUPANCY: nNEW L_I SINGLE FAMILY 'aCOMMF_RCIAL ❑EXIST . (PRIOR TO 7-1- 70 ) ❑ MULT . RES. U INDUSTRIAL. FIXTURE UNITS DWELLING UNITS 4 PERMIT CONDITIONS: THE APPLICANT AGREES TO COMPLY WITH ALL RULES AND REGULATIONS OF THE. UNIFIED SEWERAGE AGENCY . WHEN CALLING FOR INSPECTION , PLEASE REFER rO THE PERMIT NUMBER. (HIS APPLICATION EXPIRES IN ONE-HUNDRED AND TWENTY ( 120 ) DAYS. THE AMOUNT PAID WILL BE FORFEITED SHOULD EXPIRATION OCCUR. FEES: PERMIT FEF_ $ 50. CONNECTION CHARGE 2. 400. SIDE SEWER INSTALLATION ISSUED BY OTHER TOTAL $ 2, 450. AP � I CA JT ATE 1Tr.. 8ruwl:R :,EHV,0 E c WILL MIN C11% THIS SEWER PERMITVa" t3834 ADDRESS OF STRUCTURE 12155 SW [rant St. TAX MAP TAX LOT•^, SYSTEM f•"inri0 r,T,mcak _ l_Of __ BLOCK OF x ziz, APPROVED BY DATE y/ ISSUED BY DATE REMARKS _ bldg. #1776 11T TIGARD DATE 10+2-77 BUILDING PERMIT APPLiCAZTIrON � 177 THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED BUILDER PHO OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHON �! LOT NO._ OWNER '..iJ _ r' I,i(]1'fihl�LiEiiH JOB ADDRESS i11 ab .c:]f,P Grant .5i — — --.�-__ HOME ADDRESS ARCHITECT ENGINEER BUILDER y —1 ADDRESS _ DESIGNER STRUCTURE ►!L-�JNEW IJ REMODEL_—,O_ADDITION �❑REPAI_R� ❑RENEWAL ❑_FIRE DAMAGE — ❑DEMOLITION C1 RESIDENCE LJ COMM ❑EDUCATIONAL OGOV'T ❑RELIGIOUS❑PATIO ❑CAR PORT ❑GARAGE ElSTORAGE OSLAB ❑FENCE ❑BOND ❑MOVING ❑CONDITIONAL U`. : _❑DESIGN REVIEW ❑COUNCIL APPROVED ❑SIGNS OCCUPANCY LAND USE ZONEBLDG.TYPE FIRE ZONE� PLAN CHECK BV HEAT.... )net. a concrete wall typE: Wst&hjuec� X111 par plane & tspoc. shisets 1-7 u:'a — I reparod vy Vain DomelE?n L.00i jonge & Assoc. — PlumbinglF mechanical permits raquireld — eurlcrc+lY �REA1A lbREi�2S2N -_ YALStE! .9O 000. BUILDING DEPARTMENT50 SET BACKS FRONT REAR J UU LEFT SIDE RIGHT SIDE 1) Permit 331.0 --= ---_- ----- - Plan Check ]Ejb�00 REGULATIONS PERMIT IS ISSU D SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINONCES, AND IT IS HEREBY AGREED THAT THE WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIA14CE WITH Sub-total 418.00 ALL APPLICABLE CODES AND ORDINANCES, THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax 19,92 LICENSE. SEPARA �ERMITS REQUIRED FOR SEWER, PLUMBING AND HEA'ING. Tota( 117•Y By Y ' ��-------- APyyICANT OR AGENT Approved Rvt rill No. L ) ADDPESS --- - - ---------_......_--- H ---. ------ ._.,..,.4 .........u,.+rdY...s...,,.cu:...,...«..r,....w..........,o...t_..:....n.....,....:t...� �.rYn..,.«...w.a......u.u.r..r.._wc...«a......_._.w:.... UATE INSP- TYPE INSPECTION REMARKS PLUMBING — DATE Contractor _ �g Permit No. n Rough-in-- -- // / y,�,�n/A24, 0 1,q) W�1! Final—_ D72/� h10 ,�,,,_• ,��? `•L ! - EATING Contract -/- 7 a w Permit No at'oNo Gas or Oil _1 � !op Rough-in - - Final -- /� , SEWER Final �/i r I��t�v't� ,CZa�.�.►.�..�,�. _«.�, � DRIVEWAY — Final --- --- ------ Z<�_�,� � Stn_in Drainage - { --- -�� SA p (Rain Drain) Final P 1.4, Sidewalk--- -- --- -- — ►1_�� - QOM n�'� ► R4r1�►-� Curb&Street Final r ani Approach —--- - Bt DEPT FINAL TEMPORARY CER FICATE OCCUPANCY Final O%k C RTIFICATE;OCCUPANCY - oV"° Landscaping l -17• ,� ( Zoning Final . yid r l'T.�7,:• , VAN DOMELEN i LOOIJENGA. Structural / Civil Engineers r Proled8 _.F.C ,'/= �. ;n� rfa,�,•:F Syt— Shen Na I,JC- 2 Cieent t Kith t 41}IZZ, Project No.��L 7.--/./ 41 = ZZ ' A6,F U 5/. y4f.ie �a i� ��. /w�•►/ter 40, µofA/ /0.01/ 04 [ p rr�4 �,.,�/- �/ 7 i •- f o'� x /�"�r. O•Zd 7 8 g ,�,� ,t lies•/r. c✓,f,�/ = . 3'03 K�i= 1.1 , .j�? G�,.•,/ew u.r It4G�/OYl / ' �/ r ,�S y.0?I r Z 7ar,L. qs, /',c u �xa / •SKr/,Qs 20, 3 ; Int use 22 ..- !/h -- .7!/1 C Z 2 /yG 2 2 4�e / R4 R tII O/l fd) . 'GA 7S kA - 1� r I I V M.a - 1.9js QaeA ' y I. a Tesler brow i 7 / r _•q . 4 R- L n CtCe�f rlc Ar.nl �! Iaa�( ,/. !d` 4- N.a :� ,91(4 )/(EXIT) li r* rt.r3 �1.I r SP-17 7 jj- . G t �° r,/t, 6rl. cipe- /G9lesc' 4 �w� Ii e�Ai CJ/SMAS �% S'P'/7� fl///.J IliRj Min i outptil�-.tile bmdata has been written - -- --- - run ***bemanl using bmdata as ttie- 11iit Y Ie - now at end sru's: 3.6 ready run__**-*bemanI Cf.ils bi&ta saysl� •**bemanl . 16116 _. 01/24/7A continuous beam analysis (report) 01-18081 version 1 * firm?"seeber warehouse" * title?"panel pilaster" * report?summary * ready?yes ------- - -�. geeber warehouse panel pilaster page no 1 *beam moments and shears beam no. 1 load applied find f G&M mnmte;:t final beam shear -listance dead live max min dl max min dl. ��a�a�•aa::s=sa�a�:as �a�ws���st�s=s�a���ea� w���N��w����.�ir�pe�..ss .00 .00 .n0 1.50 .00 .00 -12. 1 -12.1 -12.. 1 beam no. 2 load applied finAl Msllt-lndlgsntt final leant shear --------_�.___ •iistance dead Live max min dl max Min dl mas..s'ti..ts::r:�a���'s�s sa�f��NM�.�ts�tOtl��f�� •w�s�w�s��r����n��fl�* .no .00 .on -12.1 =13:1`_=22.1 ?.# _ ;4-- __ I*4 . -- - 4 .96 .00 .00 -.4 -.4 -.4 2.4 2.4 to 5.95 .00 .00 2.0 2.0 2.n 2.4 2.4 lot 11. 90 .30 .00 9.1 - 9.1 ' 9.1 "2 �2 --- - 18 .g4 . 30 .00 1. 9 1.9 1.9 -1.9 -1.9 -1.9 ' 19.83 .15 .00 -. 3 -0 -03 -2.2 -2.2 -2.2 beam no. load, applied final beam rent final beam shear Iistan_oe dead live max min dl max min dl _ 7.n0 .01 .on -. 3 -.3 -. 3 .4 "- .4 1. 27 .02 .00 .0 .0 .0 .0 .0 •0 1 . 34 .01 .00 .n .fl .0 ,0 .© .0 * ;PPOEtftuit tt■, .. .. .. .. ..... CAH_.'• r� VAN DOMELEN i LOOIJENGA. Structural / Civil Engineers Project, By t—11 Shit No Lk- Client G I 1 cJ�.r 1/ > Date t�I- Projed No.21G IA I `4 17 � GC7 � P9r�MFr.�"T N1A���JrF,EIz k-= , / >,4ro/ty/ew / � o/s 1. !0 t j - lG(�J( /Z� _ /.D.fw /D J< :.'. �•,, Ks, p' r•Ptoti�.s>t.,�r� /Q 3 FO.an Z56 les (Oo cre-&& O aOo d/) See '� Z Il',u�m�w3,r, f/r+ ►I/= ( / 'r//�* / � 6o+ o f tWC-k- S-G O t 7 ti IG.9, /�(► 74 T4/S �... //A� 3wtrDC • *Al.'ZS�i •c�i.w F..-ate T".- Fk,* tJ 40rs. �A tC�Cdr wJ��9sr� co14fihmoo- vd NOf�fH wIBT[rr1 .SJftf %�'�it-_rI-�F� �� i1��C�✓ATL Ns $Aia ILr' (/'ALL M O �/ _ AIV i T -/Z Gn�v Zr � -U 64 `IQ Kti /0,-r •,i e- A., 0 c w,. �,/ e 77 E cP (4)ALJ U w isr e 4 AIY> A�Pw,"�it7•,,� D,C. r S's r.0 3 t G ,,�• 9 f •c =3*2 3 lOI1,�I, �.,, - Qin r. r .,//fee I' ��i3.►)�!. Lowes/.' ..�`'sd�O�lt.� ZJ-Zfiz k� �OW•/ 7-78, Eel /J 7Y .. . (r ism /o;— t ro,Z r ..� ADEU0141 NO/seir C ,, h /S Z- S/ r tfyyor /a s J t'•'re�•>ss,._ r. «�t+li I�• r VAN DOMELEN i LOOIJENGA. Structural / ( ivll Engineer: D Pro1ws f�JET i I E. r��, i !1 �1IAfe14 . By, d2tz Sheet No.1p-/ Client,_ F' :�z', C�'��NAv) Date. G,r;-/'? Project No. s. G �v A) '� C �► El , h� /z p!1wa G " r n►s a c. /,f T j !1 ?i- 02 S��_ 3 T'Pu`_7 g �n z oop/{ IJSE 2 rJ C J C. C O e e. JT 1. wi VAN DOMELEN i LOOIJENIGA. Structurnl / Civil Engineers , By I &wet No Clients pato,_6%z Project No. s GtrJ- G.AM L3Ns.` 04 311, gn DL $,o.1e*,x 3(1779) USF S//X Z'� 1aF DF _---__— --- . �oC 41fA �Z4)/Dl9bG. � 3TS /m,5'(4.15*6 3 OC - 1.lf (As/: ) /7.GK 7 2 - /�� ( 'lOS //7 6�., ) Z 1 Z7 F DF Al5F 5' SL-y 1 X404 n.aL, - 44 (29,3)alo (940: ) 49 ~ / Pte, //f C4:,s�� .s • /4s (4:s , s = fARl - -6.5 /:s - /d / Mw� ` e.ev .�I(j,,' �— 7�.?�dLr) ' 3,?. ,,,j Mir 14,3 4f, 9 -7 'NZ = ZS /J,e t Z C 7?e S) = /7¢,/,, A 7I,! S i73 t f 3Z7 VAN DOMELEN i LOOIJENGA. Structural / Civil Engineers ProNct 1" �,a �- s L�a,zy+ _� By _ S wet No 3 Clwnt t I`I VL N' tJ Dott, G t �Z Proloct No. 7� 74 J / vZo r ,f Af ,c 47 � fi•.'f r 6/r� � Y .a 2®" - /,/!(4�'.:)~� - 3�S /4.3(►�, j/.7.s — GG,/ 37, 1- (4 5, -(75,5)/ r 57,E /'7. 6 (Wy,, 37.5- �G �J7.� rZ.7 '` V,,.o C) 48 4 23 i L = 2I,G t V,.e j (d Vr►,o - 'Z,7' — 27 1 'St, t /7 0O,,'s) = Z¢,/� M- . 2 _ (S - zz.3 K V, - 2 Z,!-/l9 0O 11,� K-Z4 F DF AR = /9,3 (7,t09 /S2,`I A-to S S9/4 ZR 1 sY ,A - .44 (37.5)}/0( �itf) ` , 7t Cw.., bwr _� ! ♦ „ VAN DOMELEN i LOOIJENGA. Structural / Civil Enginoor• Praod 1_. z F /mac--IL�c s In 4+rt.�c BY, c /J 11 gw*t No �_¢ Cliem 1 !,L I f A w l Deft. _ _- Pro*1 No ,7 PFA e7- Si.7r�Srf(/,/s)i«..71) - i7, 6 o D/3 ast' / -a AiWG Gong r e �r.,5ie„ �ict fS dmf ��� CA P/1 dP L/. E s/►Mt� D -a. e:j.L. L-V PANC-'L ac 45 f)(f, G.b 415F 17 � ,Ci'7ECr ep 4 ' E/d VAN DOMELEN 6 LOOIJENGA. Structural / CIS it Engineers Project, m L- 1', V J^K l;-�Ij ovs By k .__ ss"t no—E-1- Cll*nti I .rt n; Date �c z __ Prood No.7 I I •� )n sP/wapAal. t3w.�,.s - -=� f-f55'af/F ALLONJ/�BL/� �t!'L/i�/ BOJ[ I�/F'E�,xclE?C - ZL7L�-�fuiT, �Ot_ F'TG 5 8/3 .afa� �5 'a .,' Gr N/f.• J.�/2�/6���fTJ/i = ��w. � �jr'j� F= /41� �/• ` /�I{' 7�. I � i 4P.9c •tom 1.05 177c 017- r As 4I6` I {4„� /Cr /`fie. = /!7(/,GS)(a'/� - 9. 2�/ 6•/7� Fe ./4f �(l� l.I�/I� = /< 2S} �i G/SE ¢- .AJ, WALL. C"Tj/UGS-_ l_✓/a l.G /N_�_tr�V Is 4 jr 'A'- ry CS AW - 3t? �13r,/dr • /B, ,? oe u L o.�c C' mart - 4�'.3 /�� 6 - G x 9. C�' S.t e _ y�r.i�� jr. G ',4 41.4W S- OIL z 143 N �Y14 tj - , �7°�. w VAN DOMELEN LOOIJENGA. Structural / Civil Engineers Project, _ - r 1'r, hl-,1?- 0Us G By, Sheet No. r�Z CIfeM, F4 OL#,I it) Date. L » Project No.se �s 6 �Goe�FrZ A/4� P,o4rX/ Zi (/S1 i�4�e/s ,' 13.s��x�sia•s'),,s� r "/S' = L<,G roc. F/ USE S '.3 SC ,x /G DP -lolA1 T A Z3 01 G i. S -/j/A.)t •_�3 /79 k 7D • 9 ` •. S,f3' s� USE G fJ 'sq x /B yap J 4r 7.� r A6 = /TT �Ar,ts VAN DOMELEN A LOOUENOA. Structural / Civil Engineers ProNet I. ---=— n V-. W� H �sE by. _d Sheet No--L=--Z.�1 - 17 Clieflt I H oL N1 A ti� Date 1 S GL_ Project No. /s 7G te 6 B•� �.i.�- �T Y !i�J Q r 00 �r_�Ac_� L�N F � l 0 5 r i►7 r� �4 ?arw L� ' A —7�z a•nl�� /1.f r.4G� 23e•s = X35 ir1� so 1347 3 44" p 3 Ar VAN DOMELEN & LOOIJENGA. Structural / Civil Engineers Proled, F =e—L fr t kJ� ��c.t louse' ly,-.j' ffProl tNo,�?7ocNo.Clbnt� J ���r�� . Dah i — ` F fffx�o' 55 Uf y-a Ito(st)/40• /tY or :ze(�s,).io` /uo©cine. SS o/ 71rr �')V��•• 273rd/• r z 1 JIIJO LOAD 5 t T � _2_7 O �1 �E/SH C LOAD OTj-S� .7 7 c/ /V/• S v 40 (J# / G)iO#,OFI e1Sd.J4ef& r� 40 3 lo/eckr./= ?G�/f �81/p6 Ot�` /711 - ti No 7-/-- Al- /E s / o r!/c'-A/ soli eel';,e4,vowl .set LOON, w�/� = t1� r.OL Y./s ' . 7L /, V r • .S(/!3)�/��yC): r'Or •�L < 217iQ����.n 30 J/1tlr OJC✓ G.�. %'S/h/I �JI•.JW� IA�t'�7 rS N� xHRtG�ir./) , • VAN iDOMEIEN & IQOIJENGA. Structural / Civil Engineers proms I G�cr3 E r 5 L.1 2c 1-4 o . by i Cr- e:�? $het Client, Date -31/92 _ Project No. 7s7G *.I o 0 o Lowa� 2d0r 3d '_ G. �'w r � N�9 NG,ER SGT 5 IjALL LOP US � " "'^J JflAa/R��Tru�J /'J.// L-oeel -/v 7,/!d roxo - 2-Aix 9 dR /:�w = /d x /3-O x /.3'S = �elR� 'r� ��oa�' �/ E T✓�� e-pNA/. VAN DOMELEN & LOOIJENGA. Structural i Civil Engineers ..�_ Frohcto ��r�F�c 's tva ► rroos- By,_ Shest No.- Client, o.Client, Date _ Project No._7S7C 7 e D/3 <IR - 7 3T. //./f(s o,*_ _ /S3�n = S1 27 720/7.5 Z9.3 c ,3 Q460 000)/Zp,3 .1,eSZ.?�,/s(, f�) = 82 ., _= 7,5� /0.9 �,�� fry /D CnG• 1/Z/Z G ' STa. &Aml Cy�2_ ---- __ �1sr. e 150/>,//-f W✓rc4afle» - /� lfrssl7l�e•FIl3=I?�`sf 274 ''/., S�9 sq Qsor_ 3gs "/�f Verb /Darn / ` = /. 70)66590(,/,"4)/r /Z e/1 Lm f. �i� 12r.�✓� -6,.Vs. ?ys �s /20,75)itOoo = ,Qpr 6 /,2/6 /0 0 7s c ' /G/ ,' fir. Z,� Aa t/��.►lCz,7s� ° •/, ��< < .ZOO— "�4?/Z gas.. �-�OR�L MOME►�L