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8770 SW BURNHAM STREET-1 v O (l) E m C ry D N 1 N 0 h pt H O U D) H fi r m I S'>'iU SW BURNHAM STREET .,- ` 1 SIGN PERMIT APPLICATION cOF 1 I YARD Date Lk ceu-ber 4, 19 No. 0766 66 1 he applicant hereby app.;es for a permit for the work indicated or as shown in the accompcnying plans and snerifications. SIGN LOCATION ADDRESS: _ 8172 SW Burnham. Rd. _ _4 AFPLICArJT: Owner Lessee ___ Authorized Representative .63gn (:ral NAME/COMPANY Urci.aion Graphs•c_,,_ _ _ Tel. 639-.A91'' PROPOSED SIGN: Freestanding Wall x Prnjeeting Other SIGN DIMENSIONS _, I 'S'6" AREA . A9,24 s'::. HEIGHT —} __`_. WALL AREA 1­, PROPERTY FRONTAGE 100 COST_.._:'0.00 ZONIN,� DISTRICT _ILLUMINATION tda MATERIALAcrylic 111ex _ COLOR _ Ivory and rv, _ �:OPY - cr-ecision Graphics _ _ DRB EXISTING SIGNS: Freestanding X Wall ____ Projecting ___ Other COMMENTS: All sign permits must be accompanied by a scale dravving and plot plan. If work authorized under a sign permit has not been completed within ninety days after the issuance of the permit, the permit shall PLANNING DEPARTMENT become n II and void Permit Fee Approved _ STI,' Applicr nt's Signature --- �ieceiQ-•t No. _ Renewal Date_--- _-- Address Telephare .� � j7( SIGN PERMIT APPLICATION SOF TIGARD Date r_ 'I i9____ No.._ The applicant hereby applies; for a permit for the vrork indicated or is shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: 8770 S.,/. Burnham Rd. _ APPLICANT: Owner__ Lessee Authorized Representative i.Rn :raft _ NAME/COMPANY Tel. 639-+T9o --- PROPOSEDSIGN: Freestanding __ Wall XXXXX Projecting ---Other — SIGN DIMENSIONS 141, x 2c}!6" AREA _ 39.;)4 ''FIEIGHT L" .Lp_ ;,zANALL AREA 1.600 sg.ft PROPERTY FRONTAGE Inn COST_.300.:1O_ ZONING DISTRICT ILLUMINATION non ti►llum MATERIAL COLOR _— vor; ,,,d gold T COPY Precision ir-whice _ _DRB EXISTING SIGNS. Freestanding ""� Wall Projecting _ _ Other COMMENTS: All sign permits must be accompanied b1 a scale drawing and plot plan. If work authorized under a sign permit has not been cornpleted within ninety days after the issuance f the permit, the permit shall PLANNING DEPARTM NT orne nu void. Permit Fee _ Approved _ App ' ant's ns r Receipt p ,�. i ham Rd 639-491(1 Renewa ' ,+, ddress "elephone ICI Y OF TI67ARD No. 107d 12755 S.W. ASH P.O BOX 73397 fate TIGARD, OR 97223 . 1 Name J —� -- Addmss _--— Lot Block/Map Subdivision/Address Permit #'s Bidg. Plumb Cash Check Sewer Other Other Rec, I�y� Acct. No. Description Amount 10.432 Building Permit Fees _ 10-431.600 Plumbing Permit Fees '�- 10-431.601 Mechanical Permit Fees 10.230.501 1 State Bldg. Tax — — 10.433 Plana Check Fee 10-435 1 Other Licenses & Permits 30.443 Sewer Connection 30.444 Sewer Inspection 24-446 Street Syst. Dev. Charge 25.449.810 Parks I Syst. Dev. Charge 25.449.620_ Parks II Syst. Dev. Charge 31.450 Storm Drainage Syst. Dev. Charge 10.430 Business Tax 10.434 Alarm Permit i 10.227 Bail 10.455- _ Fines -Traffic/Misd/Parking __ ` 10.230- CPTA Traffic/Misdl Ic. Asst. 10.456 Indigent Defense __- 30.446.401 Sewer Service/USA 30.446-402 Sewer Service/City _ 31.447 _Storm Drainage _ ---_ 40.475 Bancroft Prin. Pymt. 40.471 Bancroft Int. P mt. 10_-451 Other Charges for Services 1 TOTAL C,, f ADDRESS �:� <\ UJ?.N 4 PERMIT NO. ---�— PERMIT CHARGE _ none .dJ CONNECTION a1 e� OW'v E R ON FEE Y�wr � PAID BY TYPE OF BUILDINGDATE CONNEC , ED SERVICE RATE C>V � 1 INSPECTION FEE CONTRACTOR PAID By DATE SIZE OF CO'!!;ECTiON ASSE55MENT PAID DON KRA MER and ASSOCIATES CONSULTII`! G .STRUCTURAL ENGINEERS z112 WASHINVIUN SikEE' VANC. 693-1621 VANCOUVER, WASHINGTON 98660 PORT. 289-2661 March 26, 1",19 Jensen, Krause & Schoenelber 1962 N.W. Kearney Portland, Oregon 97209 Attention: John Jensen RE: Schramm Plastics Addition Gentlemen: On March 15, 1979 our office made a cursory observation of the panel joint connections on the above refex7nced project. Most of the joints are connected with our typical butterfly connection used on all of our jobs with tilt-up walls. One set of panels are connected with a bar that is fully welded to each-panel the flull length of each insert. Because this occurs in only one joint there should be no sizeable shrinkage stresses that could tear the welds. In our opinion, the connections are adequate and are what waF intend._ for the structure constructed. If you have any questions or if the buil.dir.g department needs more information please call our office. Cordially, Don Kramer a- : Associates, P.S. By_ � - �^ '`� r p oe Gehlen IL � J � JCG:d j m 7F�,�Sf' � scFro" REGISTRATION: CIVIL-STRUCTURAL WASHINGTON OREGON ALASKA CALIFORNIA MONTANA ■ F� Jr.✓o"ly 'f+'"".''ti5 .ina Ayi.:..,,.�}' aF5'.�•�fh" }.aF;•!r ytU Kri'''s � ,¢b:•,ib s+i51t�. "'�ya+'4e4.2�i>Y+,r;�t• � .r4�4,4� rt N�r��t""�"+II'Ir�.��1''`'lJr• %hR���� alt�• {'1 `»-pI_ 'j^ry� ,� �,�,�+' 4�?"''�bM +h+� w,r'��•t'i�:r"�I >� R" i � i A^• Tally"+I�' S 0�.•:�.�,••�l1 `111•�'s,�1/} , � � �_��y�, `'�_'�'-��.y�`���,�(..�}_ •�.,y,t.^. �,a �,� — �til1J'�il:•�•.�.�•.•�..��_r.'�w `i1 ay,'�,•.- Cyt Z �� ,. N rA : N •.r cn Ao C M PLO br ' � •' � ,� it w C O i �♦ .:I � � 1�,M• •�f� rn �n � 010� y '" � 117 O � �'• J, w r, I a U C y r bo �1y0 (�1 �••� 4J o I gyp ' r > . L,7 acua j 14 VJ \ �+ "e. I f •��� � O d 07 O U V •- rSLiS'."�M, .._.y i^�_`'L�-L�.;i:,� �Y17��T+L '..�• ..,... , � •.• .tT, i.. —. loA 1 .` +I >>�.int ul tsl��r +: �! �A �1�, y �� +r 1►�+..��` 1 1��i 4 , !14 4y.�J� ;.�� •.w •p� 1 � — I Ger=-ro,QMEO r•1cl��t� ��- AA Ft fFGlv To __ 36z- rA ''" JIENSEN KRAUSE S SCNOENLEBEPI ,1 �� nwwwM •• ARCH...... 4 S. PLANNERS AIA _ I� � 1fw•NW M\AwN!♦ �Ow7lANO OwwwON w7R0• w0! X1'1�w�w � w yp r r � Kr k.A-7 CITY OF TIGARD BLDG. DEPT. 12420 S.W. MAIN STREET TIGARD, OREGON 97223 PHONE 539.4171 CONTRACTOR: Pursuant to Section(s) of the Uniform Bonding Code, the following items) require correcting: -)ate: -- "' _-�P— Permit No. Insoector 0ALe*6 R-'A EMPr-C,`TIQN BUILDING PERMIT APPLICATION `IT q FY TIGAR® ATE�._hJ 1978 THF. UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HERE,') INOIC:--TED Bl 11LDERPHONF _ OR AS SHOWN AND APPROVED IN 'THE ACCOMPANYING PLANS AND SPECIFICATIONS, OWNER PHONF LOT NO. ^ OWNER oirastirfl IIBQ;I: �(:.;£: J013ADDRES41770 SU burnhaMV� �_ HOrtE;q[�r)r1r_SS A Rt H I TELT BUILDER ADGRESS ENGINEER yy�+� rrTT11 _ r�ESIGNl.R STRUCTURE UNEW ❑RFM_nDEL r-t t_IADDITION ❑REPAIR ❑RENEWAL OFIREDAMAGE_ ❑DEMOLITION ❑ rR--E��SIDENCE COMM ❑EDUCATIONAL LJGOV'T ❑RELIGIOUS❑PATIO_ ❑CAR PORT ChARAGE ❑_STORAGE CISLAF ❑FENCE L_IBUND ❑MOVIfur. UCONUITIONAL USE ❑DESIGN REVIEW ❑COUNCIL APPROVED ❑SIGNS OCCUPANCY LAND USE ZONE_- :. JLDG,TYPE_Sr� FIRE ZONE L PLAN IHECK BY LTIS HEAT — ' arl��rut.L �dditia�n to wxlstinu bQjjpjnLjail .1 _ ­p."t_pjp!jj0 Shout 1 thxu 7 ap I:SB�>,.0*�� y 1srlssn. tirrlL, sa, 5ct,awnlsbar. �,avhiLscts. NO InduiStrini ,assts ellosood in Sower System, `r,jusr Pl:i'pllt17513 2400.00 95SwLOAD —F IL14A._LQ>�VPl1_Tat Q— — 1 `-20b© N �� Ill.�iia �€IStt1I __1M_Q_ tT9RIES------ Ar,e: .- Q.MA2RQQML____VAI,S BUILDING DEPARTMENT SET BACKS FRO 0811 PIG t4IEAR LEF T sinF RIGHT SIDE Permit $1129 00 — — _ -- -- THIS PERMIT IS ISSUED SUBJECT TO THE REGi:t-ATinNB CONTAINED IN THE BUILDING CODE, ZONING Plan Check ,,b.00 REGULAIIONS AND ALL APPLICABLE CODES Alit) OaLINANCES. AND IT IS HEREBY AGREED THAT THE WORK Wli-I. BE DONE IN ACCORDANCE WITH I'tif. Pt..1\l.", o,tJU SPECIFICATIONS AND IN COMPLIANCE WITH Sub-total t ALL APPLICABLE CODES AND ORDINANCFS. THF ISVIANCE OF THIS PERMIT DUES NOT WAIVt State Ta _. f...00 RESTgIC�'IVE COVENANTS. CONTRACTOR AND SIIB CONTRACTORS TO HAVE CURRENT CITY BUSINESTaj , _44 LCEf�SE. SEPARAT�pEgMITS REQUIRED FOO SrWrR, PLUM Total BIN3 AND HEATING. ' 6 ,. .�F a nr+nr Ic nr�i t)li �ii;i�:,i Approved f'„ i,,?1 Ijet, Receipt No _- Fis e� DATE INSP. TYPE INSPECTION REMARKS _ PLUMBING OATS Contractor Permit No. Az-VIA -- .l Rougn-in Fixture -/ I9 Final 4- HEATING Contractor Permit No. Gas or Oil Rough-in Final --� __-- --� SEWER Final� DRIVEWAY — Final Stolen Drainage _ (Pain Drain)Fin"I Sidewalk Curb&Street Final -— 1 Approach BLDG. DICPT,FINAL r TEMPORARY CERTIFICATE OCCUPANCY Final ICERTIMCATE OCCUPANCY — --- Landscaping Zoning Final �► �e a JEWW � PLASTIC FABRICATORS, INC. 8770 SOUTHWEST EURNHAM STHELT TIGARb UP(GON 91223 TLI_LPhONL 503 639 508,' Octoht:r 26, 1978 City of Tigard Planning Department 12420 SW Main Tigard, OR 97223 Attn: Aldie Howard Planning Director Dear. Mister Howard: We have been informed by our Architects , Jensen, Krause & Schoenleber that a question has been raised regarding *he disposition of our presently operating septic. tank. It is our intention, subject to your approval , to break in and fill the tank with sand. We anticipate doing this work within 2 to 3 weeks , weather permi '.ting, after our new line has become operational . Sincerely, SCHRAMM PLASTIC FABRICATORS , IN'. L.E. Schramm President LES/jb NORTHWEST TESTIT�G LABORATORE ES 41 15 N. MISSISSIPPI AVENUE C:W,%TRUCTION INSPECTION P.0. 0 0 x 17 1 2 6 NON-DESTRUCTIVE TESTING MATI.RIALS INSPECTION PORTLAND, OREGON 972 17 WEI.OING CERTIFICATION _'J.M1![A I. ANALYSIS SOIJ.TESTING FHY-.ICAL'TESTING I- H U N E: 5 0 3-2 8 8-7 0 8 6 , October 19, 1978 Jensen Krause and Schoenleber 733 NW 20th Portland, Ore.97209 Attention: Mr. John Jensen Re: Schram Warehouse 8900 SW Burnham Tigard, Oregon Gentlemen: We would like to confirm our telephone conversation of October 18, 1978 regarding the structural fill placed in June, 1972 at the above referenced project. It is our recollection that all fill placed within the existing building and in the future build- ing site (presently parking lot) was placed as a structural fill . It is Our recommendation that spread footings can be designed for a coniact pressure of 2500 psf and founded at shallow depth within the, structural fill. (We do request that we inspect all footing excavations prior to the placement of concrete. We look forward to being of service to you on this project. Respectful Iy, NORTHWEST TESTING LABORATORIES, INC. 100f 104?� Charles R. Lane, P.E. General Manager .-_iCRL:k j l ��� js j u OCT 2 U 5978 MNSEN, KRAUSE & SCHOENLEBER i I �I 4lo Psi PROFS o c.'Aj �3© fes( -� �C'/co,INg�y ` OR 60 07ALLOP w I�- 2 O K. ooc T�sP '__._�� ALl- Pa = I o _ e BM -zo Z 800 2.200 P(.-F �3M1 f<'Uu_ Lf.Nc)T-H nr- LJAU- L)tAbr -7, di � u C zo)to q` _ ` ? k l Z PROJECT`S C-1j R.AM .�O I�T c ALG V l.l�'rt pts.( CLIENT,.Irtil�� � IC2^l1 r,g , AGN of nl t_t.E3�� I DON KRAI►AERi & ASSOCIATES R,S, _DATE _ DESIGN I CONSULTING ENGINEERS 0--T VANCOUVER, WASHINGtON J08 N0. SHlET ppp VANC. 6931621 PORT. 289-2661 - - - I DIPARTMENT OF COMMERCE—PIANS REVIEW SECTION NOTICE OF PLANS REVIEW am mise-uric (THIS IE NOT A SUIIDINO PERMIT) y„ildi„q _SCHRAMM PLASTIC FABRICATORS 8770 SW BURN_HAM_LTIGARD No. _78.1260_ Building Address County _ WASHING_1_O_N Occupancy B-2 MFG. 44 Const. V-13 Sound Value 25&000#00 Plan Fee 44.80 Architect _,J JENSEN New Bldg. ❑ Additiong Alteration ❑ Date Received __8L21178 (')wrer __lr_E $��_.iAl"! Address —8170 SW BURIVHAM RD__T GAba. Reviewed _ 9/5178 Area 2029 NONE - 1 N S 2 6 _ stories ,� _ Arca /�_ Attic _/______Fire Wells�_ Fire Escapes _ � ._ Exits /. _ ft. Main Flt, Basement'` Ht. Stops rot.Width Stain _ N�S /_ •� Vert. Shafts NLS _/ • Sprinklers _X __/_ �!/ - Man. Alarm .-Na S.PMj_$ _/=_/_ C'osed Closed No Yes Ares Covered Int. Size Err. E.t N/S __./ - _Ht. Det. NL5.�/ _— _/ - . Floor _(%ONO Ce ng - Mass —W.—_ ot 9 N� t— Roof) ll� _Sir. Member __WOOU.. CONC rp� tee coed. Wall rover /_CQNU Htr. rm. encl __ s Type flue _ NIS Type Htg. SystemN 15 N �_ Fuel S Err. Int. _ .__L_ The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon admin. O.-red by this office. Items No, _17E, 20p and 26 checked or 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 or nversigh ;br this office or of noncompliance with any applicable regulations of local government. RFMARKS: _THIS_IS_ A FIRE AND LIFE SAFEAN REPLVIEW COVERING THE ADDITION TO A BUILDING . ?NDICATED TO BE IN FINE 2, THIS REVIEW IS S BASED ON THE FIRE AND LIFE SAFETY PORTIONS OF THE 1976 $TATE OF OREGON STRUCjVRAL SPECIALTY CQDE_., A) THE WEST WALL IS REQUIRED TO BE ONE• OUR_j7_RE-RESISTIVE CONSTRUC ONe UNIFORM BUILDING CODE TABLE 5-A_ FRE;ANE 2E,__ B) SAVE OR CORNICE VENTS ARE �FEETa-MAOUREDTAM ARLLYs ABOVE WINDOW_ OO OR DR OPENINGS, UNIFORM_BLUL- NG CQ)_E_RE_CTION 3305(m). _ C) PLANS ARE OR SUBJECT TO THE ITEMS NOTED ABOVEg THE AP AL OF E AUTHORITIES HAVING JURISDICTION. Examined by Copies to: _APPLICA_NTjX!LE,DEPIalsEMALOWNERAI G,bEPT1A_fI1E DEPT.jFLi 3. 7 SP•2658S•B14 I i i I STATE OF O :GON Adopted 1-1-70 DEPARTMENT OF COMMERCE Fire i Life Safety it PLr111S REVIEW SECTION Plan Review Number (n1r-(2�? CHECK-MARKED nEGULATIONS, Ili ADDITION TO ANY REQUIREMENTS APPEARING ON THE ATTACHED REVIEW NOTICE, MUST BE INCORPORATED INTO THIS PROJECT. Approval of submitted plans does not constitute anoroval of any omissions or oversights nor of noncompliance with any applicable regulations of local government that may exceed State requirements. 1. Structure required to be Type throughout due to area, height, occupancy, Fire Zone. 1. One-hour fire resistance ratinq required for all interior constructior 3. All living units required to be completely separated by one-hour fire resistive construction. 4. Exit corridors require separation from any other area by one-hour fire resistive construction. Sec. 3304(g) S. Door assemblies of Interior openings to ccrri.dors are required to have a fire resistance ratinq of not less than 20 minutes and must be self-closing or automatic-closinq. Reliqhts in corridors require wired glass set in fixed (steel) framing. See 1.973 State. Structural Specialty Code, Sections 3304(h) and 4306. �.. Storage rooms, closetr, laboratories, shops and areas of similar hazard require separation from other areas by at least one-hour fire resistive construction. Furnace and boiler rooms require one-hour fire resistive construction. �. All vertical openings such as stairways, trash chutes, etc., require full enclosure of one-hour, two-hour fire resistance. Access ways to such shafts require self- closing and latching Class 8 fire door assemblies one-hour rated, one and one-half hour rated. Sec. 1706 n, Attic areas require draft barriers as per Sec. 3205, not exceeding each 3,000 square feet. (9,0100 square feet where sprinkler protection provided) Sec. 3205 1. Voids created by ceiling-floor systems require draft barriers not exceeding each 1,000 square feet. Sec. 2517(f) 111. Building projections such as balconies, eaves, overhangs, etc., require fire protection as per 1976 S ate Structural Specialty Code, Section 1710. I1. Fire • tops, blocking or framinq members pierced for utility runs require• packing to equal fire reuislance prior to such piercing. Wood frame construction requires firestoppinq of both verti,al and horizontal draft openings at maximum intervals of 10 feet. Sec. 2517(f) 1 . Corridors require at least 6 feet in clear width. Drinking fountains or other equipment may not operate in a manner which would obstruct the minimum 6 foot width. Sec. 3317 1 '. Handrails are required on all stairways. Stairways over 44" wide need handrails on both sides. Sec. 3305 1 •. Open stair railings and quardrails shall have intermediate rails or closures with no openings large enough to pass a 9" sphere. sec. 171.6 1 Exit doors from lobbies, corridors and rooms with potential occupancies of SO or more arc: required to swing in the direction of exit travel. Sec. 3303 1 Exit doors from lobbies, corridors and assembly areas require panic hardware. Hardwsre for all doors 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 liuted automatic are not acceptable. Sec. 3303 (See exception) 1 �. At least 44" (inches) in clear width, without projections, is required for exits and patient roam doors through which patients must be transported .in wheelchairs, stretchers or beds. Sec. 1318 SIeep1nq rooms require at least one window readily openable from inside without special tools and piovidinq a clear opening of not lees than 5.7 square feet. The minimum, net clear openinq heigh� dimension shall be 24 inches. The minimum net clear opening width dimension shall be 20 inches. Where windows are provided as a means of egress or rescue they shall have a finist.ed sill height not more than 44" (inches) above the floor. (Over) (2,0/ Surface flame spread rates of walls and ceilings, minimum requirement: stairway - 25, ccri7iAors - 75, other rooms - 200. Sec. 4203 21. Combuatiile 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 noncombustible or rendered and maintained flameprm f. Sec. 4205 23. with standard spacing, rows of seats between aisles may riot exeked 14. Rows of seats opening onto aisles at one end only may not exceed 7 ;:data. Also see r_ontinental spacing, Sec. 3313 - 3314 24. Standard seat row spacing must provide a apace of at least 12 inches from the back of one seat to the front of the most forward projection of the seat immediately behind. Sec. 3314 25. Posting of capacity of assembly areas as noted is required by State Structural Code, Sec. 3301(1) 26 Heating, cooking, air conditiotinq and similar service equipment are required to be approved and listed by a nat!.onally recognized testing agency, such as U.L., Inc., and to be in- stalled in compliance with agr,ncy's specifications and recognised safe practices. The installation of ventilation systems 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 nonportable machines emitting of producing dusts. (Ref: Sec. 1008) Dust collection equipment to be located outside of building or in one-hour separated room equipped with automatic sprinklers. 2S. A.S.M.E. approved pressure relief valves are required for 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 ani relief valve. 2q. A firefighting water supply is requited within 500 feet of building that is capable of producing 500 qpm (minimum) for 10 minutos for each 5,000 square feet of floor area within building up to a maximum of 500 qpm for 30 minutes, or provide a 5,000 to 15,000 gallon reserve water supply is required. 30. Interior wet standpipes at least 2 inches In diameter located and equipped as 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. 3:'. Approved automatic sprinklers are required over and under stags and in all auxiliary areas, including dressing rooms, storerooms and workshops. (sec. 3802) 33. Stage roof ventilators displacing at least 5• of stage floor area, openable by hand from stage floor and by fusible link or other heat activated device, are required. (sec. 3901-06) 3,1. Art approved fire alar* system conforming to 1972 MFPA Pamphlet 072-A with signals audible throughout building and manual alarm sending stations adjacent to exits from each floor or area are required. 3 . 22" X 30" access to attic spaces is required per Section 3205. 31 . All exit doors and access ways thereto are required to be identified by approved electrically illuminated signs served by two circuits with one separate free all other circuits. Sec. 3312 3 Pn emergency power system is required for the gymnasiubtt, auditorium, building to maintain exit illuwihation for not less than one-half hour in event of public utility failure. Sec. 3312 3: . Fluorescent 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. 11. conformance with all requirements for the removal of architectural barriers to the handi- capped la required in compliance with Chapter 31. NOTESt 1. Local regulations or insurance standards for most favorable insurance credit may, and oiL: . ?o, exceed these minimum State requirements. 2. This review do*o not cover O.S.M.A. (O.S.H.A.) r"Slations. 3. This review doer, not cover Medicate-Medicaid regulations. 4. Oregon State Health Depas Wo t. Addendum No. 1 to Plans for Additions and Alterations to Schramm Plastic Fabricators Incorporated 8770 S. W. Durham Road Tigard, Oregon Jensen, Krause & Schoenleber, Architects & Planners P.C. The following items are for clarification and/or revision of the plans and specifications and hereby form a part of the Contract Documents. Architectural Drawings Sheet 3 1. Sections 4/3 and 6/3: Revise West wall in building addition, wood frame wall, to be of the following construction for a 1-hour fire rating: a. Exterior face of canopy; 1 x 4 resawn T&G Cedar Siding on 5/8" type "X" gypsum board on 2 x 4 studs at 16" on center. b. Exterior face of canopy soffit; 1/2" x 4" resawn T&G Cedar siding on 1/2" type "X" gypsum board on 2 x 4 joists at 16" on center. c. Exterior face of stud wall at building line 611; resawn Cedar siding on 5/8" type "X" gypsum board on 2 x 6 studs at 16" on center. d. Interior face of stud wall at building line 611; 5/8" type "X" gypsum board on 2 x 6 studs at 16" on center. Run gypsum board up wall to a point just below double top plates to allow for continuous prefabricated G. I. metal screen strip. e. Prefabricated galvanized iron metal screen strip at soffit i.g to be relocated to the top of the stud wall at building line 611 just below and running parallel with the two top plates. Sheet 4 1. Sections 18/4 and 19/4: Cast-in bolts to be changed to the .7ollowing: $-1/2long by 374" 8iameter parabolts with an embeddment dept,i of 3-1/2" with spacings and 3" diameter M.I. washers as shown on said details. Sheet 5 1. Detail 6/5: Omit standard preformed G. I. metal insect screen. end of addendum TIGARD DESIGN REVIEW July 11 , 1978 Tigard City Hall 12420 S.W. (lain St . - Tigard , Ore,jon Site_Desip Review 37-70 Schramm Plastic Fabricators, Inc. Applicant : Lothar E. Schram Request: For site plan and architectural re ,iew of a 2,000 square foot addition to a warehouse. Site Location : 8770 S.tq. Burnham Road Site Designation: The site is zoned "11-4" IndLlSttial Park -none and designated Industrial on NPO g1 . Proposed Use : Warehouse addition is to be used for the purpose of storing materials such as plywood , plastic laminate, etc. Staff Recommendations : Staff recommends approval with the following conditions: 1. All buildinq code requirements milst he met . 2. The sewer issue be resolved after consultation with the Engineering Department. ,3. Additional parking spaces be required. �'�ldie Eloward� � '�--- Actinc; Planning Director a a a , ....--�+.»r.^14•-"�"� gt+Ww.u,,,�•7�, .,,;;� .�y,.,.,�L',�,;�, Y.,+fix BUILDING PERMIT APPLICATION MOF TIGARD DATE 1a-•r-7 ' "f)2 THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED BUILDERPHONC OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE--- LOT NO. OWNER 50irEil" PliglItiC W. !`ADDRESS U770 `a; fjur0I-1ie;;3 HOME ADDRESS ARCHITECT ENGINEER BUILDER ��--11RADDRESS DESIGNER �1---1t STRUCTURE L..INEW —Yl.� EMODEL ❑ADDITION -_ []REPAIR _ ❑RENEWAL ❑FI�1R-tE DAMAGE [:]DEMOLITION ❑ RESIDENCE COMM ❑EDUCAT-ONAL ❑GOV'T ❑RELIGIOUS❑PATIO ❑CAH PORT []GARAGE GARAGE STORAGE❑SL.AB ❑FENCE ❑BOND ❑MOVING ❑CONDITIONAL USE ❑DESIGN REVIEW ❑COUNCIL APPROVED ❑SIGNS u;CUPANCY LAND USE ZONE----BLDG.TYPE FIRE ZONE— PLAN CHECK BY- _ HEAT _ To ins+!. a 3" x.� I ' "ire door In ;e fire non—b waL 1 9 ----------- --- OCC.LOAD __FA,OOR.LQAD—._----- HEIUHL _ -- — --NQ.,_SIQHIES - - .. AMA--- -- NSA.,ULUR94MS___YALQ_E i M 11300 BUILDING DEPARTMEN SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit 11000 -- ---' THIS PERMIT IS !SSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Plan Check REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE ---- WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH Sub-total ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS :Mate Tax +33 LICENSE. SEPARATE PERMITS REOUIRED FOR SEWER, PLUMBING AND HEATING. Total 1103 BY — - — - ---- -- ----- _______ APM iCANT OR AGFNT Approved � Receipt No ADD E9 — HONE'— ---- — DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE -- _ ontractor _ -- –1 Permit No. - ---- -- — Rouh•in Fixture Final HEATING - -- Contractor -- — Permit No. - -- �— — Gas or Oil ---- -- Rough-in --- — — _� Final .�— SEWER Final _ DRIVEWAY -- --- --- ----- Final -- - --- -- Storm Drainage ---- - —�_ �, — Rain Drain) Final Sidewalk ----- _—_ Curb&Street Final -- Approach BLDG DEPT FINAL _ TEMPORARY CERTIFICATE OCCUPANCY CERrIFh'ATE OCCUPANC'e Final Landscaping Zoning Final City of Tigard INSPECTION RE© UEST for 1 INSPECTION TIME : PERMIT NO. : -- DATE: O. : —_DATE: Z� DATE ISSUED-.__1 1_ OWNERS NAME : S,ice ir�ky..l.. ADDRESS : 9770 I CONTRACTOR : rj t TEST: Air ❑, Water p , Virual ❑ , Laboratory ❑ I RESULT: Approved 157, , Disapproved ❑ Pending p SKETCH: I I I i 0 I I , INSPECTOR DATE [NOTE . Attach supplemental t*et data hereto0 T Tpp T-"PlIT BY _._T?1 LE- ., .,,..:�.,^,,....n_,,,.,n•K,...�_..� n-..:...v...,,,r .w.:w.wl„"v�'IW�gFvWP+W�VhR.,�:, C, '"CITY OF BUILDING PERMIT APPLICATION TIGARD DATE 4`4' ,9 NO 0035 THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS OWNER PHONE --�_ OWNER ychrt@R!R! Gropwrtias ADDRESS _ _ T BUILDER PHONE Js LR Light Donets. ENGINEER BUILDER ARCHITEC1 DESIGNER STr,UCTURE []NEW ❑REMODEL nADDITION ❑REPAIR ❑RENEWA, ❑FIRE DAMAGE ❑DEMOLITION ❑ RESIDENCE COMM ❑EDUCATIONAL ❑GOV'T ❑RELIGIOUS❑PATIO ❑CAH PONT ❑GARAGE ❑STORAGE❑SLAB []FENCE ❑BOND ❑MOVING ❑CONDITIONAL USE ❑DESIGN REVIEW ❑COUNCIL_APPROVED ❑SIGNS OCCUPANCY LAND USE ZONE_ —BLDG_TYPE- FIRE ZONE - PLAN CHECK BY._ its HEAT�`_ 2,5D 25 addition - of fico+ Ipace_according to _approved plana on file OCC.LOAD FLOOR LOAD HEIGHT N0.STORIES AREA VALUE BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit 72 — ---THIS PERMIT IS ISSUED SUBJECT TO THE 1F.GULA,#ONS CONTAINED IN THE BUILDING CODE, ZONING Plan Check REGULATIONS AND ALL APPLICABLE CCOEt, AND ORDINANCES. AND IT IS HEREBY AGREED THAT THE WORK WILL BE DONE IN ACCORDANCE WITH)'HE PLANS AND SPECIFICATIONS AkND IN COMPLIANCE WITH Recording ALL APPLICABLE CODES AND ORDINAN-'l& THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE RESTF,ICTIVE COVENANTS. CONTRACTOR ANU SUB CONTRACTORS TO HAVE CURHENT CITY BUSINESS 1%State LICENSE. SEPARATE PERMITS REQUIRED FOR SEWER, PLUMBING AND HEATING. Total 109008 By P's APPLICANT OR AGENT-T�w-- -----"--'v-�-------��— Approved Receipt No ADbgF55 - — - PM)Nr T 1 I DA7 E INSP. TYPE INSPECTION REMARKS PLUMBING DATE Contracto O.t Per No. 7�/�l�I`p -�1--Y Rou h-in Fixture Final HEATING Contractor -- — Permit No. Gas or Oil --- Ruu h-in --•• —_ Final T SEWER ---- --- - --- _. — Final ------- DRIVEWAY -- Finai Storm Drainage --- -- —___ (Rain Drain) Final —----- Sidewalk Curb&Street Final Approach _ BLDG. DEPT. FINAL TEMPORARY CERTIFICATE OCCUPANCY CERTIFICATE OCCUPANCY Final Landscaping Zoning Final NO. DATE CONNECTION CHARGE COMPU'T'ATION SHEET 1. COMMERCIAL, DRY INDUSTRIAL, PUBLIC STRUCTURES, CAR WASH, MANUAL CAR WASH, AUTO-ATIC LAUNDRIES, LAUNDROMATS, ETC: A. BUILDING AREA c>l/c ..Z DU � SQ. FT. 1500 , B. LOT AREA .3 c... ACRE X 4 s /, I % _ DU C. FIXTURE UNITS / 2 FIXTURE UNITS $ 16 z+L > DU 2. SPECIAL SERVICES: ELEMENTARY SCHOOL STUDENTS 17 = DU io HIGH SCHOOL & COLLEGE STUDENTS s * = DU CHURC103 SEATS - 2.5 _ DU HOSPITALS — GENERAL BEDS = DU CONVALESCENT/REST HOME BEDS - 2 DU SLEEPING ACCOMMODATIONS WITHOUT KITCHENS ROOMS c _ _ Du COMMENTS: 1A ,� _I ,/� S II SIABS Rt ITTORCIrr,j STEf;L 4 STRUCTURALSTEEL .. __... I'1:!-fM.IIVG R.I. _ Ll)nF FI.4Sf'.Ii1G F hAM HNATIPIG WATER IIEA7.'EZ� CITY OF TIGARD a� 12M L W. mom $I ON TICARO,ORROON Fl!!7 APPLICATION FOR BUILDING PERMIT New Construction ❑ Demolish ❑ Addition Remodel ❑ Mow LJY ZONINGDATE ISSUED 11-0-72 BUILDING PERMIT DATE kECEIJa-) u-24-72 PLAN Cpv1L61IG FEE $ 35.00 No. DATE BY BH FrECK $ '22.75 — -- OTHER VALUATION $ TOTAL S 57_75 REC. ?T No. 7/S TWO SETS OF PLANS AND PLOT PLANS MUST DE cuRNISHF.D WITH APPLICATION LOT 1 300 MAP A 2E1 2AD CENSUS TRAC114 !OB 1__ r Architect or Engineer_ John Jensen Address Phone Owner. Sohraw Properties Address 8770 B.W. Burnham _Phone guilder ,gahrasm Fronarties Address Phone BUILDING USE Single Res. L, Multi Res. ❑ Comm. ❑ Industrisl OCCUPANCY GROUP F2 No. of :stories 1 Total Height Area of Lot Type of Construction I II III IV V Floor Area B _ 1-_ 2 -.. Set Backs: Front _ Back _ L.Side R.Side_ t,rivate Sewer Pipe Size Sewer Septic Tank ❑ water Service Pipe Size Storm Sewer ❑ Ditch ❑ Dryweil❑ Street and Curb Requirements _ Driveway Width No. of Parking Spaces_ SEPi�RATE PERMITS REQUIRED FOR SEWER AND PLUMBING SPECIAL ItIFORMATION PARTITIONS IM ME Or =TIM bL7LDINI ,.I ADDRESS ASSIGNED9_w. Burnham atrest FIELD CHECK BY BR --DATE 1148-72 r PERMIT APPROVED BY It is understood that all work will conform with applicable codes and ordinan of the State of Oregon and the City of Tigard, Oregon, and that the building OL not he occupied until a Certificr_te of Oce u n asb n issu the City Al Tigard Building Inspector. nature of A plicant. _