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13185 SW PACIFIC HWY (2) - - „,i„ p 63 7- 2-9/ -' BU DING PERMIT APPLICATION TIGARD D ,19 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK H 'REIN INDICATED BUILDER PHONE�j_ ? OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND' IFICATIONS. OWNER PHONE LOT NO. OWNER JOB ADDRESS 9--L{ ARCHITECT c� `d ENGINEER BUILDER N ADDRESS DESIGNER STRUCTURE ❑ NEW ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE ❑ COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS Cl PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB FENCE OCCUPANCY LAND USE ZONE BLDG.TYPE FIRE ZONE- PLAN CHECK BY HEAT SEWER PERMIT# OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA NO.BEDROOMS VALUE BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub-total RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax SDC— Total PDC# APPLICANT OR AGENT By Receipt No. Approved ADDRESS PHONE DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE Contractor / / �/"1� Permit No. •�/ay � tl'� "� c� t J Rough-in +�- r A9® STA _ ��j Y� (C � , �s�.cr�.,� Fixture ' ` slit.( ��1!/"��Yrti �1 Final `�i2�l((" ,1A j � / _ HEATING r/ify Contractor �� / r Permit No. i Gas or Oil Rough-in Final SEWER Final DRIVEWAY Final Storm Drainage (Rain Drain)Final Sidewalk 1i Curb&Street Final Approach BLDG. DEPT. I•` :NAL r— TEMPORARY CERTIFICATE OCCUPANCY ICV"'2TIFICATE OCCUPANCY Final Landscaping Zoning Final SEWER PERMIT ,• .7q , ks . ziala Unified Sewerage Agency _g of Washington County CITY OF 7-7 x?re DATE 17-- fl3 OWNER : I`� EaFcc.,A" PE )F- PHONE : OWNER ' S ADDRESS : TYPE OF INSTALLATION : ❑ BUILDING SEWER ❑ BUILDING SEWER AND SIDE SEWER TYPE OF OCCUPANCY: El NEW ❑ SINGLE FAMILY COMMERCIAL ❑ EXIST. (PRIOR TO 7- 1-70 ) ❑ MULT. RES. El INDUSTRIAL FIXTURE UNITS - / DWELLING UNITS ADDRESS OF STRUCTURE : 1 = ' / ,/^\/ PERMIT CONDITIONS : THE APPLICANT AGREES TO COMPLY WITH ALL RULES AND REGULATIONS OF THE UNIFIED SEWERAGE AGENCY. WHEN CALLING FOR INSPECTION , PLEASE REFER TO THE PERMIT NUMBER . THIS APPLICATION EXPIRES IN ONE- HUNDRED AND TWENTY ( 120 ) DAYS. THE AMOUNT PAID WILL BE FORFEITED SHOULD EXPIRATION OCCUR . FEES: PERMIT FEE $ - 77 (3 o v'3 `�' S.) / 1t., %n. S EE .fit 26: C_ Oe/N / P"1/4 A o /- /— 4-A v 3 7-NE VAS,C ion- /- /e — — ' E STv/z�' S = �� _ 3. S S / , %4 �SEs� /��,lZ/t-t / T 2 5 67 3 r i • CITY OF TIGARD-12420 S.W.MAIN-TIGARD,OREGON 97223 RECEIPT _ 5 DATE: c� /. AMOUNT: $ -*DOLL i _ i - ' '�.� - • ARS NAME: �� d) 1 t i9 IA CASH: ADDRESS: �/ La:la-4)46 "14-5.0f CHECK: M.O.: # OF FOR: ACCT. # PERMITS SURCHARGE AMOUNT • SEWER BILLINGS 40-364 $ BUSINESS LICENSE 05-331 PLUMBING PERMIT 05-332 $ MECHANICAL PERMIT 05-332 BUILDING PERMIT 05-333 SEWER CONNECTION 40-363 SEWER INSPECTION 40-365 SYSTEM DEV.CHARGE 25-366 PARK DEV.CHARGE #1 30-367 PARK DEV.CHARGE#2 30-368 ZON G ADJUSTMENTS 05-362 41 TOTALS $ $ i S 5---' RECEIVED BY: ‘----,41- PERMIT NUMBERS ASSIGNED: Number Amount Number Amount Number Amount $ $ $ $ $ $ $ $ RECEIPT 16991 41.4,06i1>e 0 (C??4° March 23, 1984 1 ) CITYOF TIGARD WASHINGTON COUNTY, OREGON Joseph M. VanLom 34 NW First St. , Suite 309 Portland, OR 97209 RE: Park Street Square Dear Joe: I am in receipt of your letter of March 21, 1984 where, on behalf of Bedford Properties, you requested permission to perform site development work at the Park Street Square project prior to the disposition of the appeal now pending. Please be advised that I am in agreement that you may proceed to perform site development work in conformance with items 1, 2, and 3 listed on your letter. Item 4, however, involves the sidewalks, curbs, paving, etc. on Park Street and Grant Street. Since the appeal filed by Mr. Bishop relates directly to the ultimate location of the accessways to Park and Grant, no work may be performed which in any way could be affected by the appeal until the matter is resolved. I agree with your commitment that all work will be done with the understanding that it is at the risk of Bedford Properties. In addition, the partitioning map has been reviewed and at least one revision will be required. Grant Avenue presently has a 40-foot right-of-way and the City standard is 50 feet. The additional 5-foot right-of-way dedication unfortunately was not clearly noted in the conditions of approval, however, this supplemental right-of-way will be necessary to comply with the half street improvement requirement which is a condition of approval for the development. Depending upon the agreement you reach with Engineering regarding the width and location of the sidewalk along Pacific Highway, additional right-of-way may need to be dedicated there also. The right-of-way dedication should be reflected on the partition map and legal descriptions recorded with the County. A copy of this letter will be directed to the Building Division so that they may be aware of the changes described. Please call if you have any questions on this matter. Sincerely, William A. Monahan Director of Planning and Development (WAM:pm/0373P) \ 12755 S.W. ASH P.O. BOX 23397 TIGARD, OREGON 97223 PH: 639-4171 • Architects Van Lom A.I.A 34 N.W. First St. Suite 309 Portland, OR 97209 503/226-0590 I I I I /.. March 21, 1984 Mr. William A. Monahan igggffif Director of Planning & Development City of Tigard M1237914 12755 S.W. Ash Avenue Tigard, Oregon 97223 CITY OF TIGARD PLANNING DEPT. RE: Park Street Square Tigard, Oregon Dear Mr. Monahan: On behalf of Bedford Properties, I would like to request the permits necessary to proceed with site development work on the Bedford Properties Park Street Square project on Highway 99 and Park Street in Tigard. It is our understanding that an appeal filed by J.B. Bishop will hold up the issuance of a building permit until April 3rd. Bedford Properties signed contracts with the lessors of the convenience store which require an occupancy by ,the end of June - only 'if construction begins on the site immediately can the schedule be met. We therefore request a site development permit to allow for the following to take place during the time delay of the appeal period. 1 . Permission to provide for sanitary, storm sewer and all other utilities to be installed. 2 . Permission to provide all on-site grading required for the parcels involved in the submitted permit request. 3 . Permission to provide excavation for required building footings and slab up to the point of the pouring of concrete . 4. Permission to develop off-site improvements such as the Park Street/Grant Street & Pacific Highway improvements i . e. sidewalks, curbs, paving, etc. All of this work will be done with the understanding that it is at the risk of Bedford Properties . If the appeal is granted and access is modified on Park Street, the cost of the work completed will still be that of Bedford Properties . Because of delays much past that time indicated as necessary by the City to process this application for Building Permits , we ask for issuance of required site permits to facilitate keeping somewhat on our schedule for construction and occupancy of this building. . We would appreciate your consideration. Your very truly, ARCHITECTS V N LOM, A. I .A. wi Jap Van L A. I .A. A ite t JMV. . b APPROVED BY : William A. Monahan Director of Planning and Development DATED : • ( INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639-4171 Type of Inspection p Date Requested 7..) d/ r- ' e Address •ermit # 7 7f' Owner -- Lot # Builder The following Building Code deficiencies are required to be corrected: _\ 7,44 Presented to Approved Inspector _ Disapproved Date 17-=/3 CALL FOR REINSPECTION YES Il NO INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639-4171 Type of Inspection _ Date Requested Time A.M. r< P.M. Address / S/ ;S c- c'4' , '74/ 7. Permit # 21- Owner )� Lot # Builder The following Building Code deficiencies are required to be corrected: ) Presented to ,,Fr Approved Inspector :7/i _ _ Disapproved Date ? ' CALL FOR REINSPECTION I I YES l,Y o LUMBER SPECIFICATIONS MEMBER FORCES FROM LEFT TO RIGHTS TOP CHORD 2X6 TOP CHORD B TTOM CHORD WEBS REACTIONS •1 DF-L I 1= -3142 1= 0 W 1= -1764 W 8= 69 REACTION 0 8= 1800 145DE-1.3E MSR HEM-FIR 1 2= -6931 2= 5587 W 2= 3446 H 9= 179 REACTION 0 15= 1800 T 3= -8060 3= 7902 H 3= -2779 W10= -1140 BOT CHORD 2X5 SEL.STR. HEM-FIR T 4= -8060 4= 7998 N 4= 1522 Nil= 1522 BEARING AREA REO'D ISO IN) 'I DF-L T 5= -6930 5= 7902 N 5= -1140 W12= -2779 BEARING 0 8 4.44HF/ 2.88DF 1650F-I.SE MSR HEM-FIR T 6= -3142 6= 5587 H 6= 179 W13= 3446 BEARING 0 15 4.44HF/ 2.88DF x+,,11•••,,,'+s WEBS 2X4 STANDARD OR STUD HEM-FIR 7= 0 H 7= 69 W14= -1764 +�++++�,V�ERT,y�•+••,• -}-WEB *2 IS 2X4 *2 HEM-FIR ++ 1� • +10C,*•-Ye� --WEB *13 IS 2X4 *2 HEM-FIR TR SS LOADING (CON I) +y� •++pF 6:r; " . LL+DL ON TOP CHORD = 35.0 PSF i tl •'ti- hc• •,.. PLATING IS FOR R-5000 SERIES / HF MSR L ON CEILING = 10.0 PSF i1; .,,t • IOTA DESIGN LOAD = 45.0 PSF 4'4 �y� LORD DURATION INCREASE = 1.15 a �01 NOTE, LOCATE INTER-PANEL SPLICES AT 1/5 ON-CENTER SPACING = 24.0' I PANEL LENGTH +1- 6 INCHES FROM L EITHER END OF THE PANEL INDICATED. _ NOTES 1X3 CONTINUOUS LATERAL COLUMN BRACING ATTACHED TO WEB WHERE INDICATED BY C.]. Rf.D PR-"0 . %..,P-.. • � ,= �fF� _� N..- .,....-..,..,...• �� E Q 0 , Srr , �.•` I. •, � � OREG0W �6 liE ALT. 4'-0" Stub, Plates in ( ) . SYMMETRICAL ABOUT - E,,, 6'-10.3' �� ALT. SPL 13'-1.7" r.,, 12 (0830) (40105) 4860 6475(5) 7290 0.90 2445 (NS) 32105 32105 ( ____iMP - 'MIMS 1 .5"(S) N 0 ��..---'. 2" ill T . -' 1630 Pi. 32150 I (4890) 2475 2995 (NS) (4075) ALT. SPL RN96150(Spl) 9�__.+. 64I 35G 3'-6. 32'-10.2' 40'-0.0' OVERALL SPAN .a.1 A — TRUSWRI TBNNFIT11R5 R-5. ARE OF PRIME OURLITT 20 AND 18GR. .oGALVANIZEO SHEET FNFRRL NOTES( UNLESS OTHERWISE SPECIFIED) H STEEL AND ARE OTSTINGUISHEO AS FOLLOWS: 12049 HMFI PD: 6 TEETH PER SD.IN. .12"X.41" LONG. TEETH ARE PUNCHED TWIT PER HOLE AT I, INSTALLATION 15 ENTIRELY THE RESPONSIBILITY OF THE RESPECTIVE 10"X.25" O.C. HOLES ARE IN LINE. CONT RRC TOR. fl=500D: 1D TEETH PER 50.IN. 10"5.32" LONG. TEETH RRE PUNCHED TWO PER HOLE AT THUS W A L 2. ALLCBRACINO.TEMPORRRT AND PERMINENPERMANENT. .YTOTRESIST LATERAL FILE* FR-40-24/32/24-42 (243 sn.75" O.C. HOLES ARE IN LINE. FIN-PTATE: IS A SPECIAL R-5000 CONNECTOR WITH EVERT THIRD ROW OF TEETH AND HOLES SYSTEMS 3 DESIGN NNASSUASSUMES "DAT CONDITION" OF USE IN NONCORROSIVE i OMITTED. ES O A T E 5/29/84 POSITIONING: PLATES SHALL BE LOCATED ON BOTH FACES OF TRUSS RAO PLACED SO THEIR l \"/\"1 4. DESIGN ASSUMES LATERAL BRACING RT 3' OC TOP CHORD. 12' 0C CENfERLINES COINCIDE WITH JOINT CENTERLINES. UNLESS OTHERWISE NOTED. • BOTTOM CHORD. • DESIGNED B Y: GO 010115 IN LUMBER:I SHALLNDIT BE E S OFE MINIMUMFT E GARDE ILCHES.SPECIES AS NOTED. S DESIGN DESIGNA ASSUMES FULL BEARING AT SUPPORTS. SHIM OR WEDGE IF DOUGLAS FIR MR/ BE SUBSTITUTE° WHERE HEN-FIR 15 SPECIFIED. 3850 E. HIRPLOHP 5. CAMBER TRUSS TO L/720 BETWEEN SUPPORTS. 00E: 78 ANAHEIM, CP. 92806 7. ADEQUATE DRAINAGE IS ASSURED. . SUFFIX "G" INDICATES 18 GR. STOCK USED. ALL OTHERS ARE 20 GA. 8. IMPACT BRIDGING OR LATERAL BRACING RECOMMENDED WHERE SHOWN... . FOR BASIC DESIGN VALUES. SEE I.C.B.O. RR.1507. _ 1 GARTH DREGER <7240> LUMBER SPECIFICATIONS MEMBER FORCES FROM LEFT TO RIGHT; TOP CHORD 2X4 SEL.STR. HEM-FIR TOP CHORD B TTOM CHORD WEBS REACTIONS *1 DF-L T I- -1391 1= 0 N I= -196b WID= -359 REACTION o 10= 1485 DF-1.5E MSR HEM-FIR T 2= -3681 2= 2729 N 2= 1869 WII= 455 REACTION o 19= 1485 T 3= -4955 3= 4480 W 3= -1812 W12= -393 ''VIERT4 BOT CHORD 2X4 SEL.STR. HEM-FIR T 4= -5402 4= 5316 W 4= 1282 W13= 511 BEARING AREA REO'D ISO IN) 4°''' 1°1' 1650E-1.5E MSR HEM-FIR T b -4616 6= 4868 N 6= 1659 W15= 1070 BEARING o 19 3.67HF/ 2.38DF •*120 W14= -932 BEARING 10 10 3.67HF/ 2.38DF �,Q� f NNASy.`C,$) I WEBS 2X4 STANDARD OR STUD HEM-FIR T 7= -3649 7= 4271 W 7= -527 W16= -1593 •� ON C.• y/4y•:Q y. +WEB •2 IS 2X4 CONSTR. HEM-FIR T 8= -1804 6= 2906 W 8= 118 H17= 2177 •�*�w�r GT; 4 WEB •17 IS 2X4 CONSTR. HEM-FIR 9= 0 W 9= -7 N18= -1955 :49 Oy=. PLATING IS FOR R-5000 SERIES / HF MSR TR SS LORDING ICON 1) a 1, a 7. LL+DL ON TOP CHORD = 35.0 PSF 7- El) PROF L ON CEILING = 10.0 PSF \� Ff ,p.,:, NOTE; LOCATE INTER-PANEL SPLICES AT 1/5 TOTA DESIGN LOAD = 95.0 PSF ',,, vAGINEF `fes k • PANEL LENGTH +/- 6 INCHES FROM LOAD DURATION INCREASE = 1.15 / < It' y Z ,..0 t .ti EITHER END OF THE PANEL INDICATED. ON-CENTER SPACING = 24.0' / 1'14 ;:+6,..,•.'r•, ' I 1 4 fit OREGON VIER1\\ ` ALT. 3'-0" Stub, Plates in ( ) . ALT. SPL ' 2460 1'6 20'-0.0" ____,__ 8'-0.0' -f- 5'-0.0" 4860(S) (4860) 12 0.40 12 2445 2445 4860 . 2445 3260 0.90 3275 26 75= 24.00-- 3250 2475 2445 NS -- 1 .511 : �- /1\/\/".11111j1F iT 3275 3260 2495 2445 411 2445 (NS) 2995 3245 3275 $ 1630 1630 1 ALT. SPL RN64150(S) (4060) 64135G (4860)1 ; '-0. s" 26'-0.0" 3' 1" a' .. 33°-0.0" OVERALL SPAN 12048 TRUSHAt TONNFCTORS wR-5. ARE OF PRIME QUALITY 20 AND MGR. wwGRLVHNIZEO SHEET STEEL AND ARE DISTINGUISHED AS FOLLOWS: GENERAL NOTES- ;UNLESS OTHERWISE SPECIFIED; MODEL 20. 8 TEETH PER S0.1N. .12"X.41" LONG. TEETH ARE PUNCHED TWO PER HOLE AT1. INSTALLATION IS ENTIRELY THE RESPONSIBILITY OF THE RESPECTIVE 10"X.25" 0.0. HOLES ARE IN LINE. CONTRACTOR. A-5000: ID TEETH PER 50.IN. 10"X.32" LONG. TEETH ARE PUNCHED TWO PER HOLE AT ALL BARCING.TEMPORART AND PERMANENT. TO RESIST LATERAL FILE s FR-33-24/32/X-42 (2 4) .2S"X.75" D.C. HOLES ARE IN LINE. T R U S W A L 2. FORCES TO BE DESIGNED AND PROVIDED BY OTHERS. BN-PI RTF; 15 A SPECIAL R-5000 CONNECTOR KITH EVERY THIRD ROW OF TEETH AND HOLES SYSTEMS 3. DESIGN ASSUMES "DAT CONDITION" OF USE IN NONCORROSIVE OMITTED. ENVIRONMENT. DATE 5/29/84 POSITIONING: PLATES SHALL BE LOCATED ON BOTH FACES OF TRUSS AND PLACED SO THEIR 1/\ /\,/\,/\j 4. DESIGN ASSUMES LATERAL BRACING AT 3' 06 TOP CHORD. 12' OC CENTERLINES COINCIDE WITH JOINT CENTERLINES. UNLESS OTHERWISE NOTED. r V V BOTTOM CHORD. D E S I G N E D B Y: GD DIGITS INDICATE SIZE OF PLATE IN INCHES. S. DESIGN ASSUMES FULL GEARING AT SUPPORTS. SHIM OR WEDGE IF LUMBER: SHALL BE OF MINIMUM GRADE 6 SPECIES AS NOTED. 3850 E. M[RRLOMR NECESSARY. DOUGLAS FIR MAT BE SUBSTITUTED WHERE MEM-FIR IS SPECIFIED. 6. CAMBER TRUSS TO L/720 BETWEEN SUPPORTS. CODE: 78 RNRHEIH. CR. 92806 7. ADEQUATE DRAINAGE IS ASSUMED. . SUFFIX "G" INDICATES IA GR. STOCK USED. ALL OTHERS RRE 20 GR. B. IMPACT BRIDGING OR LATERAL BRACING RECOMMENDED WHERE SHOWN.r. w FOR BASIC DESIGN VALUES. SEE I.C.B.O. 9E6.1607. IGARTH DAGGER '7244> c.r CEQVcC- VZ aAltf Poe Far .T/f. `" Gt.) to KA r OTk tfi} dEr1,ziNc( (A,At.L ' ryyy- 5'.7/ x S-7; 'GG r DEpucr i/Z. " Ern et-, sips 6,12 ?.H, r'!8 -41%,,- TO;ST 1.A6miex e I•%31- H +t AlCtZ 81 o T'ticaj {3'4 oTttE 91 ': Qti,14-Nt'trff..5 ANX) Dtwtems.0,0s ,f . Npeoveo ;N/ CNAMic'c /?J n ♦TE..D 4 r Rppaov6p ay C 4.• 1 LOOSER at£CIFICRTION$ READER FORCESITROR LEFT 8 ��-` TOP 01011) BOTTOM CHORD REACTIO TOP CHORD Ma: SEL.SIR. DTA T I• -Int 8 1■ 0 N 1- •1541:7s 1:-A1011 •RE'RCTION T 156t6� Y SEL.ST 1.8E !{SR NEN-FIN • T 2s -8 8 2s S993 N 2'1 2456 N 8■ -1262 REACT I OR : 1 S■ . r,,,,, T Ss - 8 S. 5905 N 3� -2255 141r. 9■ 1ZD4` p OOT CHORD 2El u SEL OTR. pF ` i T 5■ -2109 a 5• 3906 N 5■, -1062 N11� "Zl56 B TF ' S 87tOF .1.3E 1414HEN-FIR -1544 BEi a IS 3.a7NF/ 2.510F � s N f N[IO<T i2 iS 2X1 1;21AR.w1 R IR -FTA TRUSS LOADING (CON 1) t4 '� mu *II IS 2X4 CONSTR. ere-i�IR LL+OL ON TOP C • 55.0 PSF ♦ , OL ON CEILINGA • 1 0.D PSF ; r PLATING IS FOR'R-5000 SERIES:/ HF MSR TOTAL DESIGN LORD • 140.0 PSf ' LORD DURATION INCREASE ■ 1.15 ON-CENTER SPACING "■ 48.0" ; NOTE; DATE EMT PANEL SPLICES RT 115 OREGON PANEL LENGTH •/- 6 INCHES FROM N EITHER NO OF THE PANEL INDICATED. • �I, IQ,19 - % aTE€1 AS s ft3t,10 Ta: ' VIER E�E�. __ � ' 4M1.. ;1-., (.. , u, or'y to �'er1fv general ccnfrxrinance to, tht ., it,...y,1:I Iii Ill C• ttf ct D 'curert . , `,„1-:'Jt-3.-:',•r . . rC "i':Rs,..�v.f.."rf ttft4't i'tt , nC , i6;l •t .'~.eters 4z 'A iftt o- S r:i CslaaYixTl:f:7 or ii.. : • .,. X',-,,la the ,7,1y<�!::-.t Dv„ ,,,,N.to r;ri, Oce. L :U,,i y> -ry n. ti s ti;kU tr a:.":M, he•41csi t V;(=1 P, 0211,. } ,,' ..'t„r IPec '. S r .- tattrycl:r i ti S J st1 dee"'#I .n s €t tie ie. st s.,,J€I;i;:.ion;2 iti IIi3 secured written c7pCCi'd'. $ Vertdcr is entirely respocsble far perfcrmaxce cf his proddtctisi. 1 .; S1MMETR1CRL ABOUT • VAN a HELEN/LoosE O & A:�L=t;l, T£ _ 3260(SPL) •,f, CONSULTING STRUCTURAL ENGINEERS _ 4 1.t r;: 3933 SOufHwEST KELLY 3275 2490 2445 2445 E'URTLANU, OREGON 97241 M■ `i' 222-4453 t44 i ..� : Illibli..�BNNr �.� ►- 1530 32105 2460 2445 Ii s „` (SPL) i' 2 pa RN32105 ; PO 19'-7.0" OVERALL SPAN t< e R — A.'}qn p. 1RU5NIN CAyxfr7RRS rR-E. ARE OF PRIRE CURLITT 20 RHO IBGR. ..GALVANIZE(' SHEET - r,FNFRAI NATES. UNLESS OTHERWISE SPEC:FI30t 4 = J�jl V!.7110 STEEL Axa R OISTINEU.SHEO PS FO.LOkS, b , tlOC_L„2La1 B TEETH PER SO.IN. .12'X.41• LONG. TEE-w ARE PUNCNE0 TWO ?ER HOLE AT I. INSTALLATION IS ENTIRELY THE .ESPONSISILITT N' THE*21,0,1t4:;44I A:rr " lb t.2S' O.C. MOLES ARE IN LINE. COMTRRCTEN. A-Sacs 10 TEETH PER 55.IW. 1C'0.32' LONG. TEETH ARE PUNCHED TWO PEA MOLE Ti 2. FLL ORRCIMG.TEMPERRIIT AMD PENgNIEN:, IN O1 liTI1NF:' I FILE* FR-IS-IS-40 PS'X.TS• O.C. MOLES RAE IN LINE. TRUSNE'!L FORCES It BE 'COIGNE('ROO'PROVIDED ET NE a IS R SPECIRL R-SGOT CONNECTOF WITH EVERT TNIRO ROA OF TEETH ANO HOLES SYSTEMS 3. CCESIGN R'.SUNE3 `CN" CONDIT:OW' OF USE IN 1MMW1x1ESIVE; ENYIRONMEN 0P10 4/9/$i} P05051i ppN��ON((�,• ?LR7ES S$E.L SE LOCRTEC ON.BOTH FACE: J' ;lag!? PLACED SO 'HEIR to I♦ 1sn] 4. CESIGN R!SUREI.LFTERA: BRACINS AT 3-SC'VOW-C:4RHC. 12'OC CENT..RUNES COINCIDE W'TH U01N- CENTERLINES. ON.EiS OTWER.ISE NOTIC, Y v 'i v V E0!TOM CHORD OESI:AEO BTT L. DIGI9ITS INDICATE SIZE OF PLATE IM INCMET. I. ` S. CESIGN R'.SUNEi FLU. BEARING AT SUPPORTS. SHIN WEDGE 7F �UOOULLRS FIR PHRLL ATO BEF MSLBS'I'INUO TETEHHEREENEN-'IR ISTS'ECIF:EO - 3850 E. HIfl1IL0HI7 6. {AMAERRIF.USS TO ti720 BETMEEN SWPOAT3. l ODE: �S ANAHEIM. CR. 92806 7. FOEOURTE DRAINAGE TS TSSUNEO. . SUFFIX. •C INOICRTES i8 GA. S?DCH USED. ALL OTHERS FIRE 20 CR. 8. IMPACT SINGING ER LATERAL. BRACING AECOM$ENDE3 NNERE 3MSHN.Ir �. -OR RABIC DESIGN VALUES. SEE :..C.E,C. RA.1607• 1\Muir IFVVTV5 et.t,C. • r. .::- !'- ♦*:. :: ..�,--, 0-‘•-,.T-. .17.7; „M•:. ..,�:37.*.. '"•".?. ..: .rt e :8 - Y 8'' .• rte,, i , ',: 1 i s'';',... -,p'f'Ma°w" LIIMBCR. SPECIFICRTIONS MEMBER FORCES'FROM LEFT fiO RI ESTI $O C 2X6,aq. D.F.L. TOP CHORD BOTTOM CHORD WEBS 'REACTIONS `r xis T C 2X6 =i D.F,L. 'T 1■ 1227 B Ia 0 N 1a 30 1110. -83 RERCTION • 11* 2538 ± N B5 7x4 STANDARD OR STUD GARDE HEN-FIR 7 9= =2415 B 2a -1224 N 2. -1288 NI Is -399 REACTION • 18x 17b6 n PRat -9679 B SII 2414 N 3a -2079 N12a 1125 83 �` li `f + (3D11St. H.F. Y t i 4= -5684 B 4 9678 N 4+ 3904 N13a. 2683 1 N f T 5 5608 B 5a 5683 N S= -1357 14111. 2080 Y eq -5508 8 6= 4594 N b= 2436 NIS. -1435 A 4` - � 1 1 1 l T 7a -4594 B 7s 2738 N 7: -893 WI&a 3118 <0 S0O1 •• 11�gIFOR R-5000 SERIES: I 8= -2736 B 8= 0 N 8. 1089 N17a -1739 F N 9= -364 • TE, NOJX$ CONTI MUCUS LATERAL'COLUMN BRAC ING TRUSS LORDING ICON 1) ATTACHED TO NEB NHERE INDICATED BY CIO. LL+DL ON TOP CHORD a 35.0 PSF "r"" t DL ON CEILING a S.0 PSF t NOTE, LOCATE INTER-PANE(. SPLICES AT 1/S TOTAL DESIGN LORD a '•40.0 PSF •' +,Q� V PANEL LENGTH s/- 6 INCHES FROM TC TRIP LL DECK FROM 37.0 TO 0.0 PSF. FROM 0.0 TO 10.0 • �0 OS S{0• ,OV • �Q ' EITHER END OF THE PANEL INDICATED. IC TRIP LI IFROM IN0.0ATO 310 .0PT SF . FROM 36.0 TO +46.0 O . C�� PODURATION ON-CENTER SPACING a 24.0' ~J.. .� , COND. IT Truss supporting 200# at 9'-0" and at .� �. i* 29'-0". One complete truss required. • *'�' $Ste( j •` ey • li ti3 � �, ALT. SPL ALT. SPL 4860 --• 4860 5675(Spl) 5675(Spl) SIL 3260(NS) 1630 3260 NS) 4890 �" '� .- .44..' . �; 48120 56120• 4090 2445 • miry :; .:-..' ' . •• ,,30 -ftiii....,„,,,,...: ,, i I •%4%***%..,, ---4.411. . s-+ 8 - -':.. ''''' ' 230 • 3275 4090 I/4" ` �41I 56120 - ` 4890 •t f ALT. SPL 3260 3290(No S) 48120 2430 ' 6 +' 72120 96135G(Spl) ALT. SPL ty 5'-6.6' 72120 . . - .. . - pR t 4 -0,0" OVERFILL SPAN 4 IALLCWAi r1 f OAG C T.' rit—umuE.7 R•:. R9E CF Pr�,t1E ^URESTT ZO ANO IBG:1. ...Gg1,Vg1/12E0 SHEET. G°AfAAt N�ttf4• 6Uk:45?dTC.ERwi S£fPECIf IECf FILES CFR-6/40-30/42-40 STEEL RNO Ree P TEETH PEA:MIN. PS 1.4LCW9t _ Y6.0'11. @ .EPEE MIN. ,LIRE. LONG. TEETH AAE fUNCNEC T60 pER MOLE AT �l"�fff///lii"'yyy I. INSTALLATION IS EN:I'£.T Tee iESPCNSII:.ITT OF THE RESPECTIVE fit-Ft C-IrJ-78 Ic`%.YS tl C MOLES APE Ir. LINE. itv: TRACTOR. a R�- qp�` IQ TEETH PER SG.IM. Ii:x,32- LONG. TEETH ARE PUNCH12 TWO PER HOLE AT Y. ppRCIMG.TEHPC'�1!7 M*C PE RMENT `RESIST ERtERRL •• :.t5 3.T5- O.C. HCL£S A5E :V '1«E. TRUSWRI. t - OTE 10/14/82 IS•R SPECIPL =-,^^0 C`::5£CTOR WITH EYERT TNIRO RON Of TEE'S AND 1GLES 3. ICr R ScnE4E :«iC�:�7!TI:+"' OU's£ .lNC ORR911YEITTEO SYSTEMS ACNR3I+t. 5��t�)�__EM•MGe Pt 4tE5 5�.. -E le-;:s2 C% GOTH FALEC OF TAUS .. FLA:EO SO THE:. y M. :ESIIt AM•UNES a:E'ci '.�.a_'.:AT 2' '04 CHORD. 12'DC I DES:GNU) ST: RM i.-i. E'r.'L`"i,ES fD t: J ...•, N• CENTERLIFES. 41,LESS OTHEPHI_E S:TCO. 3CTliln CNDRO. - t •n r� OIETTS INCICM'E 510E C: ...VI' 1%4:15. S, OESIGV ASSURES 4;:L: /ERA'S:•R. SUP•--.C£. 3NIA OR WEDGE IF CHECKED 3Y1 /'h 1 kF14, YPLL '+E t- R?:.'-,• e E T '>E^IES AS NOTED. . - H•F1R IS SPECIFTEC. ° Sf:ESSA�t. 2E'WE �CJGLQ$ F:R MAT CE :�35':' 1,-.S49. rE a-5+� E. lIiRQLO;/Q 6 AYEER AU54 TO ':Ti M-:><S PP7!75. .NAN-t2. CA. 92806 T FOEOUA'E DRAINAGE IS RISJE.. 7c t aEED. ALL DTr.E45 APE 20.a. C RIDDING C• .i E5!'PE , .. SUFFIX L 1•'JI Atc_ I! C ..........:XMTP5I c`IG't va ..E.9. f.R.11C B IMPACT 0 q' A4L iPf::Ni NHER( sem... +. ;' - : R^uNQLO M01RRIS cSbSD> . - *wnozww* -- 1 Vid. P.O. BOX or • ruxLxnw, OREGON 97062 PHONE 682-2601 RETAIL SHOPS (NEW CONST ) March 15, 1984 2 SW PACIFIC HW TIGARD8lD1- 1 253A-286-000 - -� -- � Dear Sirs, This is a Fire and Life Safety Plan Review and is based on the 1962 -edition of -theState of +Oregon-Strmc~tural------ -- ----- Specialty Code and Fire and Life Safety Code (UK ) and the 1982 edition of the State of Oregon Mechanical Specialty Code and Mechanical Fire and Life Safety Code (UNC ) and local ordinances. Hardware for all doors required for egress is required to be of a simple type having no provisions for locking against egress, with obvious method of operation- Flush bolts other than listed automatic are not acceptable. UDC Section 3303 ( see exception ) . Exit signs- shall be installed at required exit-doorways - and where otherwise necessary to clearly indicate the direction of egress when the exit serves an occupant load of 50 or more. U. 8 C. Section 3314(a ) �--�-�� - --- -- Voids created by suspended ceiling-floor systems require draft barriers not exceeding each 1000 sq. feet. LTC Section 2517( f ) . Fire stops, blocking or framing members pierced- forutititg- � runs require packing to equal fire resistance prior to such piercing . Wood frame construction requires firestopping- of both veritical and horizontal draft openings at �a , iaun intervals of 10 feet. UOC Section 2517( f ) Surface flame spread rates of walls and ceilings, minimum reciyirement. stairway 25. corridors - 75, other rooms -200 USX Section 4204. All exposed insulation materials, including facings' shall have a maximum flame spread rating of 25 and a smoke density not to exceed 450. USC Section 1718( c ) L ' *OREGON* TULTIR �. 02. II 1 t [I)R P : TCTLn ... SSI - . ICI � ,� • PHONE 682-2601 64t ,4;* P.O. BOX 127 • TUALATIN, OREGON 97062 14, Thermal insulation shall not be installed :Jithin inches of a recessed l o of fixture enclosure, or ballast s.id shall not be -installed -above t e fixture as to trap beat. Uri Section i . r,', i , A firefighting water supply is required ( prior to any combustible construction ) within 250 feet of all portions of the building (UFC .Section 10 301 ( c ) ) . Not less than one approved fire extinguisher with a rating of not less than 2—A 10—G: C shall be provided for each 3, 000 sq. ft. of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building =hall not exceed 75 ft. (UFC Standard No. 10--i . ) One set of approved plans, specifications, and plan review shall be kept on the construction site where the work authorised thereby is in progress. UBC Section 303(b ) . 1 Approval of submitted plans is not an approval of omissions or oversights by this office or of non— compliance -with--any applicable regulations of local _ government This structure ( or tenant space ) has not received a final inspection and is NOT approved for occupancy. A member of F=ire Prevention staff shall make framing and final inspection ( s ) of your new construction project. Please call for an appointment 2 4 hours prior to the time G thai; you think that your project will be ready for one of the above noted inspections. Reinspection of violations written during one of the above inspections also will be required at the discretion of the inspector. Normal office hours for Fire District: Inspectors are from 00 to 9: 00 a m. and from 4: 30 to 5: 00 p . n. Inspection requests and questions should be trade by phone d:_rinc these hours only . Whenever possible please a> f-or the inspector you wish to talk to, by name. *OREGON* - o' TULTfl � .. � � � � OI � JI Sly Cl r4 Cyt P.O. BOX 127 s TUALATIN, OREGON 97062 ® PHONE 682-2601 4r4,*0. • If you desire a conference regarding this plan revie.s or if you have questions, please contact Darrel Holmes at ( 503) 682-2601 _reel _t s;,I-r•,es. Fire Prevention Bureau TFFML260 OCCUPANCY FILE LIST MAR 19, 1984 11: 0339 TUALATIN R. F. P. D. _ PAGE 1 <KEY INFORMATION ' Assignment Code : 8225B -- ::CONSTRUCTION INFORMATION> <FIRE PROTECTION INFORMATION> FMZ-Occupancy Number - -- 1. Floor Construction : 2, CONCRETE 1. Hazard Class 901 : 512 253A-286-000 2. Floor Covering : 2,CONCRETE 2. UBC Occ Class 1 : B-2 3. Roof Construction : 2,WOOD TRU 3. 2 . Bus-Occ Name & Address 4. Roof Covering : 1, CLASSA/B 4. 3 : 5. Flue Type : NONE 5. 4 . RETAIL SHOPS (NEW CONST) 6. Heating System Type : ELECTRIC 6. Heater Room Enclosed 2 SW PACIFIC - - HW Tr 7. Interior Finish Type: 8, NONCOMBUST 7. Number of Stairs : 0 (BASIC INFORMATION) 8. Exterior Finish Type: 3,METAL 8. Stairway Enclosed . 9. Structure Columns : WOOD 9. Number of Vert Shafts : 0 1. Occupancy Phone : - - 10. Construction Type V-N 10. Exits : 0 Manager 's Name & Phone 11. Total square feet : 5667 11. Attic Stops : 0 12. Ground Area Sq Ft : 5667 12. Alarm Shutoff Loc • 2. Bedford Properties 13. Basement sq ft : 0 13. Power Shutoff Loc 3. 503-257-0716 - - 14. Building Height - : 18 rry. Water-SWUrtif-f L8-c I NONE 15. Number of Stories : 1 15. Nat Gas Shutoff Loc : NONE Business Mailing Address 16. Building Value : 160000 16. Fire Dept Conn Loc : NONE 17. Contents Value : 0 17% Sprinkler Control Loc : NONE 4. 18. Other Value : 0 18. Type of Spr System : NONE 5. 6600 N. E. 78th 19. Ins - Building : 0 , 19. Number of Heads : 0 6. Portland, OR 97218 20. - Contents : 0 20. Sprinkler Supervised: N 21. Occupancy Square Ft : 5667 21. Hazard Classif : NONE Owner's Name, Phone, & Address 22. Ceiling Type : SUSPENDED 22. Anti-Freeze System : N 23. Wall Framing : 5, WOOD 23. Area Covered by Spr 0 7. Bedford Properties 24. Stand Pipe Size : 0 S. 503-257-0716 , 25. It/Ext Stand Pipe : NONE 9. 26. Water Available : HYDRANT 10. 6600 N. E. 78th 27. Attic Access Loc : NONE 11. Portland, OR 97218 <SECURITY INFORMATION) 12. Property in Use : NO 13. ISO Class : 3 1. Alarm System Type : NONE 14. Census Tract : 319. 02 2. Alarm Number : NONE 15. Code Edition Used : 1982 3. Alarm Comment Code : NONE _ 16. Date Built : 02-28-82 4. Guard Security Service : NONE 17. Date Remodeled : - - 5. phone : NON-E - 18. Insp. Type/Month : INF /12 6. Watchman on Duty : N 19. Property Type : RETAIL STORE 7. phone : NON-E 20. Special Haz Type : NONE 8. Guard Dogs : N 21. Special Hazard Loc: NONE 9. Guard Dog Owner 's Name : NONE 22 Misc. Number 1 : 1. 127 10 phone : NON-E - =<<<total number of occupancies listed is 1 >>>>>>>>>>>:> r , _ ,._. beemmemembfilibilblb ";"1" '''',;-"":; .''''..",' ,'-'',4•MAJNI410$4111-4$!.. 4 P2.!FitlIACI ''''. t '.! ' 1, • goo, 0,,A10 4 . . ppr . 1 3 ..„ ;. „,, , ., ,..,, Aar,.1 1 '^ i ' 7.........i.. ...J.T,' ' i ' f 'i 1 w x ` , � t� tai E l >r -per r yg. f5,.`s sAF, `i r {. " f a k ��� si • •:.. i �. _. - i� f' r Yf�..�. e -e. ,^�"` M'ir,,,( ^.."•1" I �^..- ~1.4�p`j� ; I ...v"^'A"`� ---'-'47-- › .+4. .i: ',-.'''''',',..4- .., "S' r w4 l .i v sc: ;,,,,,,<,;-,1;,:,..,-:..,,, ,. 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