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7500 7550 SW TECH CENTER DRIVE-1 �1 (I' �I c C.t fo =7 r'l 7500/7550 SW Tech Center .� t CONSOLIDATED FIRE AND RESCUE Washington County Fire District No. t / 7 City or BMOWn Fire Department TualaJn Fire )latrict /fes FIRE MARSHALS OFFICE (503) 526-2469 POSTED; OCCUPANT CONTRACTOR -- BLDG. PERMIT # PROJECT NAME ` PLAN REVIEW 1k LOCATION -------------- r JURISDICTION: 1= Be. 2= Du. 3= I:,C 4= T j5- Tu. 6= Sh, 7= Wi. 8= CC 9= WC 0= PIC COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL ❑ Framing ❑ Separation Walls ❑ F] Shaft System Shaft ❑ Fire Dampers ❑ (Overhead/Underground) System ❑ Hood Ext�tg Systems C-7 Conference � ❑ Spray Booth EJCeiling Cover ❑ Other YA ---------- --------------- Date: ,,.; - T.nspector. c� S 1 �y, �3y�A`'yY�*;-Ir�iK'd�+l�«���'"`"F'w"w'�gj1�p�t,,.�:"�'"tiC' Mk4W'Yy/'i'yr,y�lpl►":a.we1�M1r.9Ff'vrgi�ilbwAMti'N�sY "'�'"'1'JW' 1,1�1.r?fA':�t��s CONSOLIDATED FIRE AND RESCUE ®4 city of ea County Fire District nt 1 City rt Beaverton Fire Department Tualatin Fire District FIRE MARSHALS OFFICE (503) 526-2469 POSTED: OCCUPANT ,j CONTRACTOR BLDG, PERMIT 0 PROJECT NAME PLAA RFVIEW 0 LOCATION ��" JURISDICTION: 1= Be. 2= Du. 3= K.C. 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER /,.*""FINAL SPECIAL FOLLOW-UPIREINSPECTION ATTEMPTED FINAL ❑ Framing ❑ Separation Walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (Overhead/Underground) ❑❑ Hood' Systems ❑ Conference Alarm System g ❑ Spray Booth ❑ Ceiling Cover ❑ Other Date: t../��C�rj Inspector: ���. { _ ��� -- r�a1;,a: •t4Pi"' +b'�NI �Vtiw.iii+ '',.rIG7rKtYi{ rc7ly�tia.17';..4.00"'; ® CONSOLIDATED FIRE AND RESCUE Washington County Fire District No.1 City of Beaverton Fire Depaftent Tuslatln Firs District — FIRE MARSHALS OFFICE (503) 526-2469 POSTED: OCCUPANT CONTRACTOR BLDG, PERMIT It PROJECT NAME __ PLAN REVIEW It LOCATION JURISDICTION: 1= Be. 2= Du. 3= F.C. 4= Ti. 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER FINAL SPECIAL FOLLOW-UPIREINSPECTION ATTEMPTED FINAL ❑ Framing ❑ Separation Walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (OverheadlUnderground) ❑ Alarm Sy.;tem ❑ Hood Extug Systems ❑ Confe.rence ❑❑ Ceiling Cover ❑Spray Booth Other - Date: Inspector: 'M ® CONSOLIDATED FIRE AND RESCUE Washington County F;re District No. 1 City Tualatin of Beaverton Fire Depertmeni Tualatln Flre District FIRE MARSHALS OFFICE (503) 526-2469 POSTED: OCCUPANT . F+l Fa,r1t��1 t�ts'�'; Cid%✓fes/�' CONTRACTOR BLDG. PERMIT 0 PROJECT NAME PLAN REVIEW �k LOCATION <, " (,Q, %-tc ..JURISDICTION: 1= Be. 2= Du, 3= I.C. 4= Ti. 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= PIC rCOVER ) FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL rFrk i.rL,4 ❑ Separation Walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (Overhead(Undergrouad) ❑ Alarm System ❑ Hood Extng Systems ❑ Conference ❑ Spray Booth ❑ Ceiling Cover ❑ Other —JE��'.,✓/C/K.rt //c.JuS, /l/�E'!� TT' _; ,. �. , : (fA level Date; , ' Inspector: 7 FIRE MARSHALS OFFICE Washington County Fire District No. 1 City of Beaverton Fire Department • Tualatin Rural Fire Protection District 4155 S.W.Griffith Drive P.O.Box 4755 • Beaverton,O,egon 97076 Phone 15031 526-2469 January 25, 1989 Firestop Company 9384 S.W. Tigard Avenue Tigard, Oregon 97223 RE: Southwest Commerce Center - Bldg. A and B 7550 Southwest Tech Center Dr. Tigard, Oregon Gentlemen: This is a Fire and Life Safety Plan Review for an automatic fire protection system. This plan review is predicated on the National Fire Protection Association Standard No. Thirteen (13) . Plans are approved subject to the following items: 1. Installation of Ball Drip: Ball drip for fire department connections on both systems shall be located at the low point of the piping so that it is readily available for inspection and maintenance, 2. Sway Bracing and Hanging: Sway bracing and hanging has not been shown on plans. Both shall be installed in accordance with National Fire Protection Association Standard 13, 3. Automatic Sprinklered Areas: Automatic sprinkler protection shall be extended to under overhead doors. in and under enclospd canopies and any other un-sprinklered areas. 4. Automatic Sprinkler. Water Flow: Supervision of valves, including valves in vaults and P.I.V.s, shall be super%ised by an Under Wiiter's Laboratory labeled Fire Marshal approved central station. 5. Ins ector's Tests: Inspector's tests have not been shown on submitted plans. Please install inspector tests, preferably at the most remote location on the system or in compliance wit'.► NFPA Standard 13. Firestop Company January 25, 1989 Page 2 6. Hydrostatic Testing: Inspection of underground sprinkler piping shall be conducted by this office while piping is still open. Additionally, hydrostatic testing shall be conducted while pipe joints are open for inspection. After completion of hydrostatic testing of both overhead and underground, a completed contractor's ma-_erial and inspection test forin as found in Standard 13 shall be signed by a representative of the owner (general contractor) and forwarded to this office for Permanent record. Note: Hydrostatic testing shall include all piping, including fire department connecting piping. 7. Approved Plans_ on Job Site: One set of approved plane: bearing the stamps of the Tigaid Building Department and this office roust be maintaineA on the project site throughout all phases of construction and must made nVailable to buildittg reference ng required construction inspections. inspectors for (UBC Sec. 303) S. Inspections Required: Inspection and approval of construction by a representative of this office is required: (a) prior to the cover of any new framing elements following the installation of all utiir I. v runs which will be concealed within wall and partition cavities; it upon completion of construction and prior to occupancy of the tenant Space. (UBC Sec. 305) SPECIAL NOTICE: DEVIATIONS FROM THE SUBMITTED AND HEREBY CONDITIONALLY APPROVED PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISPED HEREIN, ARE PROHIBITED WITHOUT THE WRITTEN AUTHORIZATION OF THE WASHINGTON COUNTY BUILDING DEPARTMENT AND THIS OFFICE, 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. If T can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, ene Birchill Deputy Fire Marshal GB:kw i cc: Tigard Building Department. L7�lji MACKENZIE ENGINEERING INCORPORATED(x:;.Ki;,VN BANCROF) ESTREET PORTLAND OREGON 97201(503)224-9560 RECEIVED RECORD OF TELEPHONE CONVERSATION DEC 15 1988 CaetmuMtp De>relapreen4 --- - -- __-__. - --- .Ion No.- J-8L-4G9 DATE-,__.DeLember_ 5,--19$8-------- nME _ ,��ji1!►�._� INCOMING CALL PERSON_,_-Ur-_Lsijjy-r1 —__ ------- - ---------- - --- OUTGOING COMPANY, L S tl w?-$ A "-c Zsites— PHONE NO. SUBJECT —_ 'iZarb]_St�e1_6eint�rc_i..n_�_in HFMAP ,. _Hr-.ad-Roast, City of.ii-garde sa1]��_�ega.rdiny-bis�or�c that t.h�4_1E.5_'�_ta.�a�h_face --.liacLn.at.._been..Proyidesl_i..n. P-arel No, 7. amiss_uss_tan��i�an_�s.h�Q1.�SMasls�azi�Et>9t�ering - Incu-parat-ed).,-wh.a_InsvectLd the _r_ei�farsing� an�_p�n Y�r1C_._ Schwi_exe--kAss-Q AAbes), the ---AL itY Qf�tEE_Lwas of acted.in accords►�s€--�i*-h- ;he�lsan_5..--she_ nQ. t Q_ he_se�s_Qf two --- _liars-each _-f_ac�era�snaf�s i n�, as our kty notes-_o 1Llhe_-dr_.aw-tngs-xp-n.aILS..an"-ten:L--Den -----8pchtnld (ME_I) cl.arjfied this item with Dan Lawv .__in_th� field aP,d the s�szt_in��as�,�1_ d ._-at. 411 on enter. Thi� ation__i5_ad-eQ-oda e. _ _ F ver v effort __�missjons natad Blease rovid.e--WA-ten-response--with-in --- -- - - -- Uxol v M, Ripley. P.E . —IMR/deh --- `cc*____flrad - DAv e_ Re.ade,._L-_SrAw i ewe_& As s o i�s- _ 6 INSPECTION NOTICE City of Tigard Building Department ?.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection — 1�j� Date Requested Time ^ A.M. P.M. Address << I 1—�j �Permit #J'_a,„ Owner Lot # Builder The following Building Code deficiencies are required to be corrected: Presented to } Approved Inspector Disapproved / - ---- -- [_1 Disapproved Date CALL FOR REINSPECTION [I Y'ES �-el NO W ' I CITYOF TIOARD November 22, 1988 OREGON Mr. John Souther Spieker Partners 5285 SW Meadows Road, 11131 Lake Oswego, OR 97035 RE: Southwest Commerce Center 7500 and 75.50 Tech Crater Drive Dear Mr. Souther: This letter is in reference to our telephone conversation of November 21, 1988 regarding storm water drainage from adjacent property to the above referenced project. The proposed system to carry the stormwater presently being discharged from Circle AW Products (13885 SW 72nd Avenue) onto your project will be acceptable with the following conditions: 1. An easement for the line is provided to Circle AW Products. 2. The line 19 to extend to the southwest corner of the Commerce Center property (please see attached). 3. Erosion control in the form of 6-inch minus rip-rap shall be provided at the outlet of the ripe. A permit and inspections will be required for the work. If you have -iny questions, please call me at 639-4171. Sincerely, Brad Roast Building Official 8152D Attachment 13125 SW Hall Blvd.,P.Q Box 23397,Tigard,Oregon 97223 (503)639-4171 — — roe or r 37 + 238 39 0 $ s '� 41 + 42 43 •r M 7.1 7 INI, 190 190 S • 4e'[ POU � !f 9i ff sr 500 3!1 19 S eN 90 29 '[ 299.961 44934 ;99," Ac INI1 Poll .Y / 6.9/Ac � 0 ci v. 1 2. Y • • r Y !M-M + +!� .�... 11.42 M04 1000 Q�. 37 S.W. M . TECH CENTER Y + e ef+09 M SOS.N 1t2 ze 0� 90V" 11 Y[ MIU.IAY 111AMAY OLL- >r—� ?'".73 ^ 4000 d 58 Ac. IV t C, �"► GOVT LOT 5 �s X� 10.SO A.:, I 1 41 ZIP, fit, IV O -01T I�1 n � h r�71NUS I �},tA,rJ V4 01k, O \ 3 at'[['le'[ *",04 SFEA M P 2 +y 5,IT* I� I 9N0'Tn►n+.,,Prf � WIECT cm, 4r14 14 � • TO PI�LIC N'5/121 �• . Z S.W: S�AI� '� RG STREET R IT 3rt B6 s a•aYE ,ko 1c eo \ N eo "' (Y a 38m. 3601 !'d Ac U .23 Ac zoo Soo w N r gN •1.2OO'9/ tid:lii"..•,;• • , ie• r 't' tea 20 2" 1 . o a N A9.57'w OO 10 JO r OO10 C It \ 360N f1 M O m \ � N i - 2/9 Ac cn s 01 0 J w VACATED 4 +� ^° t 02-32T19 9 68013'[ 412 OOO DRIVE IMa : ,. ( (�--- TRACT'C" ltvll[ EI MV2 \ � ( / � I) I V J s:) J J \1 ! a2�a0 x a i ` 4100 no r • 9OAc o 1TOME, El" 1[ COA z r 1100 �!• ._ 4.70 A c sW r ASSES. Zj PURPOSES DQ 40T fit L 1000 �.. - 6R ANY OTH, w N .56Ac " 900 Qlr 3o �� U .49 Ac I v N W � n p I _aOUNDAMi ADRutmrNT o s v W 373/992 o O • ! • TIGARD s w M oro t•►•90'w N 11.3t't 9 99. 10'It TOOT.10 100 llt.1 a..S I S I 12AB CITY OF T167A RD mle HU11 LYENG Pi-.'.PM I T FAHAMTT NO. FAJOOVOPI. an4 COMMUNITY DEVELOPMENT DEPARTMENT 1A/ 1/88 13125 S.W.Hall Blvd.,P.O.Box 23397.;igard.Oregon 97223.(503)639-4175 P111M PMT .N(:) . C.N31R11,52 riDI)PIESG) 7550 514 C.:Nl+:.Il oP TAX MAP11 Ul, (.?5sJAI)(:,J1000 Sjk.JF.:: - GI-."NTI*i.R L.T : EIK : LAND tKil". T F!, I..C) 512:I.:- VAI LIA1 1(:1N Ni '100 ,000 Slit:11'El A C,K U.'s F"WON'T' : 30 P :AP . P5 W(.)Pl( I'AliG : NEU DWEIA... . UNJA'S : 50 WFGIAT : IV AI., NO HE."'DR(A)MUS, 1'--X*l .WAI I GONS1 11.N NO- 8A T]AS N:2 VIA G : F,:: VIP W: ? 1...(:)A1) N: '41.1 5 N14 E N1.7 W N 11 1011 AL APE() . -�i 0 1,01,41IEG 1 1. . 1:400F CON15T 0 F,1:PE P It.-T '(E:!3 2ND o 14 K:A 5 F:P A R7 N(:) 'T'L V) 3 R I) OEXUP I.A:IDAR? NO PA Tl:1.) IRIA5F.'M T AP A('.-A- F 3:Fill=* V,P,K 1 1:47 YES 61. APM? 1::,I–(,.)W I lIZA I I yl:;:ti VJI1FA,, 1­&,*Ti5AJE: 01' NO I AS,r Piz: lAilit'A, 0 Iii:I<r 11. F",A P'I N I�J:7 S tilt 'm W !4W r1FAI,1)(,)Wri PD 1 1 ) ;N 2.136 /1,,,) N E 014 9701VI 11.5 ZW R ( !:')03) 6011-1666 1 AX 1496 65 t-li:'l 0I)MI.N I (J-101:41:1.;IA C I 1 1;IM 0 9CIAXEW11, N L-ARL $1,11 ,000 00 T R I.W'Y4 NF: DAV:E A 1:)C1 1,t J.;1.1.1 cl Li I, P I Er.V,AT D T 1:1-11ONE. 11503 6 0 R Vlr,:(:.I 1.)J PATT13N NO 3/11 '1101 AL. $t 0,,:*)9 10 PL CA:AJ'�1 T NO This permit IS issued subject to the regulations contained in Title 14 ........... of the TMC. State of Oregon Specialty Codes. zoning regulations and all other applicable codes and ordinnnces, and it is hereby I 1 .1.N() agreed that the work will be done in accordance with the plans an specifications and in compliance with all applicable codes and G I it IN1.)A 1 I.(.)N W A L L ordinances The issuance of this permit does not waive restrictive I A F., covenants. Contractor and subcontractors shall have current city 1.11_8 . UNDEAU-si..Al-.1 business tax permits. This permit will expire and become null and SI AFI void if work is not started within 180 days.or if work is suspended or abandoned for a period of 180 days any time after work has commenced I1 SVI I be there�.pon sib ility of the permittee to assure V-14 AM 1:NC; all required 5-F tions a (III ed and approved TWI1.11. A'T' ON 41,ed ticin P Permitl a Ign ure Issued By: If"041 1 1,1 W -1,04"i f.,.4 F I.)P4 0,i i -AI+ SEPARATE PERMITS REQUIREP FOR WORK OTHER THAN DESCRIBED ABOVE FRIT I WING OF T1MCITYOFAW NO . -. (AJ88P.019 ITY 67A RD C COMMUNITY DEVELOPMENT DEPARTMENT 'ESSUE".0: ii/ "r i tail 13125 S.W.Hall Blvd.,P.O.Box 23397,Tigard.Oregon 97223,(503)639-4115 P141M . r."M,T, .NO . 8E.11.811512 JOB 7500 SW 'TECI-1 (:;ENTILL OR 1 AX MAP/1..01, ei:'.S1 11.UC11410()0 16LJ16: q(JLJTl-IWIl;:%-*T COMMERCE C'EKTEP LT D l< IAVT 5XVI".: VALI 11A,11;ON : $ 606,';.':50 5E TU ACK FPCINT : 30 PE:AP : WOW U, A155 : NEW DWELL—LJINIVT 215 1=t1(:HT : W) USI:K 'TyV)t-.: : CIOMMEA,-K"SAL NO W-KOWOOMS: 1;-:'X*I' .WAI L. UIN!i'l : 11IN NO.SA1145 N:t-1 HP S : E.: 2 1411 W OCCIA." . UP OPENINGS . OEX'Up I OAD N:N14 S :N14 E:NW W :Nl*-1 1,0161- APE:A: '(13750 NO . S*TOPIES I 1100F 11A)NST : A F11:47 RET? I IE:I CHI '1.2.".5 RND: ARRA 5tKPAP"? Ni:) RA111): J k,D OCCIUVI). 1:11. PAl"-21? No PA'TED; ME:7,?AN:I:NF.K 7 BAt F-L.001Q, LOAD: GAPAGIZ l:IPPKL.W? YE.S ALAI:4117 F1 Ow 1111,331M) DE'l UU1 HEAT VYPE. 411: CI.I. ACLAESS7 C1)1:1W'? 1'.11-AN Ely : W-�r, 1-'4E;:MAPK!a - L-iO0 tYVIlWI':.!iT (:. MME-.;.P(:3*;.' CE-NII-J,' (,)INO . 1:31 t.t J.I c41.i i q A LA. "il PEA'.Si I.-il UlL.': 0 SP 1.E K E:1:1 1JAPTNE1hC., #11. -too .tl 0 W 15 V 85 Sw MEADOWU) PD IN-AN kkVIEW q':I. 105 .33 N L.AKF: OWEGO (31*1 970-3-1 FIFIFE DE.P.T. $680 .'can E PHON17i: 1150'3) 6014-41666 TAX $1:)85 03 0,11-IF11 DIEVE1 OVIMENI CHAI-A:;F!i) C S CI I.I I I.:W CAVIL SIX,(U'VOPM) 0 CAW- Eit"HIEWE' 1 $3 5ac 00 N T 1.0k,24 Nr,: DAVTS R A p d `77 P 3 P P WE.PAT 0 < 411 rV80 . 1..".S) C el 6:1,es T 0 111:::GTS1PA1JON 141), !)-111.015 ,1:11.0 . 1?1. R .......... ...... This pc-rmit is issued subject to the regulations contained in Title 14 of the TMC, State - Oregon Specialty Codes,zoning regulations 1N!.!PEC*T'IUNS and all other applicable codes and ordinances, and It Is hereby FOOT I'Nll:, agreed that the work will be done in accordance with the plans and F*OUNDA I ION WAL.L. specifications and in compliance with all applicable codes and if A El ordinances The issuance of this permit does not waive restrictive PL 8 ,UNDE.I.ViL.A8 covenants Contractor and subcontractors shall have current city business tax permits This permit will expire and become null and PANEJ S void it work is not started within 180 days.or if work is suspended or F'PAM ING abandoned for a period of 180 days any time after work has 1 3:ON corrimen It shall be the responsibility of the permittee to assure WOOF* NATLTNG all req red rispectio P r uestpd and approved 1-1:NAI. 'Lq an If shell ed ns Parmitte Signature C,61-1. FOP TN!;PF( TTON 6'.*.99-411.7"5 Is d y SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRI07.7 JVE ®r CITY OF TIGA RD �,r� PFPli"I 'A' NO. : Gh-:*8M1 )20 OrTMARD COMMUNITY DEVELOPMENT DEPARTMENT 13125 S.W.He,!Rlvd.,P.O.Box 23397.Tigard.Oregon 97223.(503)639-4175 f.10 -i-1I1AXM . Pm'� .-44 R04444R ...)OD ADDRESS : 7'!)00 5W I'V(1-11-1 0 5A NUMBF44 3616,7 TAX 1`1101:411-01 SLID: SOUTHWEST [MMMEIPACI-.1' I AND USE I:P L(JIT ti I Z E. SE(*.',*T'I(*.)N: :1 "I'M" . it; PNG. w W(:)Pl( CLASS : NEW USE TYPE : COMM-"AUTAI Illicit al.54r,cl4;tio tcl 6- 1.)0,1-M:1.t kv X V)i r-e fli, 'L R 0 d ill!j if! 411"c?M t ti 0 (J 41L t IF.) :11. q;1.i4-c:1 . T h VA C,cl t.NO. ilk"'clurit pakicl wll]. I:le licit, (JURI".. iplitf:*ma tht".? titc,c'mi-m�y c) F t'I'Jq..J ff;CjW(P p J.ff; rich :1.t)c:a t'Wit(J ilk 1, 1,11 rig M"Is�ill.91 Ll I-Q M III,?I'l t CI 1 V I i,I i v :1.ri--;t ito.1.J.v r, %h iii,*1.:1. p i,ui m r.)a.t.%1. 5 -himpl, irl a0A dir-Gr.c:,r,-.Icirilu -h-cim the diistittrico jjivfi,;ii , T.-F licit, IRc) M-leLer. 10-10LIJI. 1.1 y �.J:i '1 :1 :1 1.�11; 1,iik 1 11 ilk :1.ill,. al Sicliti! Ssowcll"' IJIC.� Aqe TNSTALJ." . TYPE . 11-41 J:I:I 'A�AJ111'1-4 1MPI:'PV7:'.:'JUS API--'A: 11:1011(3 UNI'TS : 1.6 '114NAN1 1MPPOVF::MI1i.;*.N'f NO DWIh'::I L.I NO UN 1 .1. NO. Or RLD13ti :1. 0 A rl P.J.1':K C.N PAP'll INIVAiiii Pri.I-Imll' N (:'LINNI;;:(."1*:I'.(:)N CHARGE .5p W 5 E 1:1!!) Ml::f')')('Wi� 1:11) R ('11:4 1970,31el '.,TNI-*: 'TAP INSI'(AL.L . PHONE: (50 3) 611:1144-14"366 011-11F.iA C 0 N T CAM- 5CA4:1:F;:WV--' R A 1.02-1 Nli.:' I)AVI-.5 C p 1:11-t 3.at 1.1 d Vol, T 0 F"1-10 N E (50;3 I R 3AI 661.6 R I r*71.41ti-PA"11014 140. 34105 J1,61 s .1. fni This permit is issued subject to the regulat,ons contained in Title 14 hfl PT NO . of the TIVIC. State of Ciregor Specialty Codes. zoning regulations ................. and all other applicable codes and ordinances. and It is hereby agreed that the work will be cone in accortance with the plans and P01 KM-1.N specifications and in cunit hainct, with all applicable codes and ordinances. The issuance of this ppr,,,;t does not waive restrictive covenants. Contractor and subco-itractois shall have current city business tax permits. This permi' will expire and become nall and void if work Is not started within 1.30 days or If work is suspended or abandoned for a period of 180 dmyF any time after work has commenced It shall be the responsibility of the permittee to assure all requiie,,djnspec lo 9 are quested and approved r imillee Igmature �'J Issued : (Yil I F 011 6,39-41 7!5 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE CI7YOFTIFARD Cffii;iiND F.,(:EAMT F W.I . COMMUNITY DEVELOPMENT DEPARTMENT o"Ciom DATL :[SWED : 1A/ 1/08 13125 SW,Hall Blvd..P.O.Box 22397,Tigard.Oregon 97223,(503)639-4175 (SDDI:<F,1!:ili : 1530 5W TE.'k-1-4 (:'F:NTE-KW DP USA NUMB En 36,068 I (ix MAI-1/1. 01 ;.,�SAADCAoof) (:.(:)MMEJX;E: RK : 1-i"IN1:) USE* 1 04 1 tai': 1::*(.,ri ON: 1. Tw"'J : in P N G . W 1401-41f CL.At-05 . Nf.;:W COMMEAA,"Ye'l... with a1,11 (.1'r 01k.? thli-picml 150WO,1-al.!Jivp 1.14?! 1:)fe I M 1.t, o?X P)i 1.�lvx+III 12 0 Cl a 4 16 41 1-,V.)M t h ri., (J fit t, :1.111 In I 10...(1 . T 1.1 I t 13 1.is.1. of 1111.)LI r)I, V.)at.J.cl w A.1 A. is tw Tci I,T to A. I,ca CI :1.T -t.h I-in:1 t ci!X r- III . T I-I 4� 1.)cl I I c.,y (.1 cl fo ,I licil, (AI.411iil— .1 W I- I.in mritee 01k, III I-ftc-.y (1-1, itic!wc-ir, F Iwi., in I'lull. 14:Ir.:qkt.M!d eti, IJIW givr"'ll , Vito :1.1-1111 eill- 3 otl.l. dii,eciAut-,ts ri-,int Vhr.t ",J I-Icit !NL) 1c)4;at*1(:l , IJ1*0 Ishin.1.1 at atricl Liicliri-. SiowowW' ial'Icl 1,1.16 Acjr-?Ilc�y wi 'I.J. Jiiwi,mil. sit :L a1.t.4arala. TIMPEAWMAJIS AI:WA: IH 0/1(:1 DW-.1.4-1.NG UNI I'$ ND OF UL.D615 . I— SP11: KER I Prr,.Rmi N 5 P.W") 6-W 11FA001A115 111) GFIAINAE. $1. :1.00 00 I (-.)sw-:[x) 0 W 97 1 1.-1.Nl;:: 'TAG` I.N 51 AL..1... R I:'+10NE'1 (.503) 66-1 -Vleici 1:4 C) ".",C 1-4 1 C W E N (::ARL SCHIEVE R 1.024 NE.' DAMS A C p 1:11,tT fit 1-14.1 7 e?,A,2 T "10;5) kit JSA 6616 0 R 14F.Go I STPAIA(:)N NO ;9/1:1 ()15 7,07 Al III I 1.715 00 PECEIPT NO This permit is Issued sul-ject to the regulations contained In Title 14 of the TMC, State of Citegnn Specialty Codes.zoning regulations PEQUTRE�M INt.5PECIJONS and all other applicable codes and ordinances. and it is hereby a(Ireed that the work will be done In accordance with the plans and POLIGH--1,N Fpecifications and In compliance with all applicable codes and ordinances The issuance ut thiG permit does not waive restrictive covenants Contractor and subcontractors Anali have Current City business tax permitp this permit will expire and become null and void if work is not started with;ii 180 days.or If work issuspended or abandoned for a period of 180 days any time after work has com-nenced-A all he the rpsPonsibility of the permittee to assure all rerju!red sp clions7 are ue d and approved Per tt n Lure Issued By SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE APPLICATION - STREET IMPROVEMENT/EXCAVATION copy ro: LE ORDINANCE NO. 74-14 (WHITE)• -IN 1, (YELLOW)•INSP. (INSTRUCTIONS ON SEPARATE SHEET) t (PINK)-OTHER AGENCY (HWE)-APPLICANT APPROVED ® APPLICATION NO.: 343 _ NOT APPROVED ❑ CITY OF •I IGARD, ORLGON FEE AMT.: s 458.88 — __- PENDING FEE PMT. U CI I Y IIA1,1, RECEIPT NO.: PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT BY ____ ' DATE_ _.L-_-J _ — — — — — — — — — — — — — — — — PENDING AGENCY ''OK" ElAppIlr.Ilinn ;and )'roRrrss Record MAINTEHANCE BONG PENDING INFORMATION Ll F=OR STREET IMPROVEMENT/EXCAVATION As REQUIRED ANNUAL PENDING VARIANCE f l EXPIRATION DATE: y OnE r PERMIT NO.: 307- DATE ISSUED: _-- -- -__ -._- - .- BY: (1) APPLICATION IS HEREBY I"ADE TO EXCAVATE FOR AND INSTALL V`,ilicle 1�umlrvun< , Ian., water, ^storm o. ,Jurtari A5 DESCRIBED HEREIN, IN FULL ACCORDANCE WI .x Tyy27BfEQUIREMENTS. ---- - ��7Q�-3LZ�7� APPLICANT __ ,--idieker Partner: -_ 5285 SW Meadows Rd. Suite 131 fake Uswetyo, OR 684-4666 0 NAME oR[ CITY PHONE CONTRACTOR QM-5 SChieWe & k9soc:. 1024 SIE Davis Portland, OR 97332 239-6616 Rxml A00 CITY- PRO-14 ff. PLANS BY _'lackenzie/Saito & Aswx., P.C. 0690 5o bancroft St. Portiand, OR 97201 224-9570 NAME A'OO 1RKSv _'IT'--_ PHONt ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST: S 11,972.01) DOLLARS FOROFFICEU3 (2) EXCAVATION DATA: 0.04 x s_( 1 h.2.00 = s 458.$8 ^STREFT DESCRIPTION _ PROGRESS & INSPECTION_STATUS SURFACF�'UT+ CUT CUT MA'EERIAL INSTALLED NAME TYPF LEN STH WIDTH DEPTH ITEM & QUANTITY ITEM DATE REMARK�JTYPE BY STREET i.W. Tt`Gtl ;iter i)r.l - _- ,:) ESPON Q ESTIMATED STREET OPENING DATE:_______- / / E S ESTIMhTED STREET CLOSING DATE: _ / / r -� - E - - - _----- - ��_---- D (3) SECL,)RITY NO. _-_- SECURITY AMT'.: $ _! •1,471 Oli STREET CLOSFD SURETY CO.: _ FINAL -` cERtI FI[o CHECK ri CASH O •6-f-40 INSPEC. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS J CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT. .dOI�1.IY i'1K. 191KQ C'9s 1ls r� I I I I (633-4171) 24 hags prior to colmlencing work. 1 1 2.) Conditions of SDR 88-18 apply C U a e - `� _ _ _ _ _ .. _ _ .. _ c I` hereto. S.W. Tec`I Canter Drive 3.) Contractor to provide for -* - - — -- traffic control. c All work shall caTlply with ^� 1� __ plans uru1 withCity 3tanL7r�Cds �..� rk 7it+a (7`i53 5w `T++Ch C nier rivIrl ami Si• ifications. !r ) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT OF-WAY JURISDICTION 15 THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT O" THE WORK, AND TO SAVE HARMLESS THE CITY ANL EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS APPLICANTS SIGNATURE .. y, 1 ` - 1 R 1-� �, DATE- (_ CITY'OF T'GARD CITYOFTNARD I;ki: Y NO COMMUNITY DEVELOPMENT DEPARTMENT 0040 WDN 13125 S.W.Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97221,(503)6394175 J(:)N ADD1141"."Tii : '75.50 5W TEXAA I AX MAP/1...0'1 PG 11.DC410 00 i 1.J ESOU THWIE51 13K LAND IJ15E : 1 01' SIZE . N() WORK CLASS NEW WA'11144 c 1. OS EK I TWAP USE 1JI::!:l'N01 B k F I OW 1*1141WINTP CONSI I Yl*)I'-*: : IT IN I AVORATOPY MEA C)CCUl".1 111M lill-10WER Ul 51-11AIIAt.'AAE:'F� GAnIRAGE- U15POSAL 140. 5T(:)A:1'1:-':(5 : I. WASKII.W." MACHINE: UNITI-5 : TPAY DPW[N FLOOP UPAIN S I N l< '5 1:C IAJF�11:41 (F T ) -000 LJ4 ':i1()l4M/PAT N (F*T PFAARKS : GOILY1111WE151' (,0MM1*-"RC1k:: CENTE'1:4 O F C:E. W S PT F-:1<1::.rf PARTNEPs PERMIT N $1. 1,0 0u E: .5 SW mow.)OWC) 1:41) R LAKE: DP 9703/11 FIXTURES F"HONE: (50.3) 6(0el ..4666 G'jj 'TAX 1 `i C OTHER 0 N F*111SIZE-11-4 KET I IA T WOWLAND Pl-.I.JMF4'1:N('-" R A 'ViPA N . L.01HIF)API) C T C) 972203, G PHONE' 11,503) R NO. 562B TOTAL : This permit Is Issued subject to the regulations contained in Title 14 n E ll�F.:-'T P T N /,J) llo(� of the TMC, State of Oregon Specialty Codes,zoning regulations ---•------•-......•......... and all other applicable codes and ordinances, and It IF, hereby 1-ILQ1.1AI7E:D IN5r."EUT-TANS agreed that the work will be done in accordance with the plans and VILE? . UN1:)E115LA13 specifications and in compliance with all applicable codes and ordinances. The issuance of this pe.mit does not waive restrictive covenants Contractor and subcontractors shell have current city WATI: It 1- business tax permits. This permit will expire and became null and void if work Is not started within 180 days.or if work is suspended or abandoned for a perlud of 180 days any time rifter work has commenced. It shall be the responsibility of the permittee to assure r- MAL all requi d inspections are requested and approved (_A Permittee Sign e Issued 0y: F OP 1 W;4`17C,T .1 ON 639—A 1 7::s SEPARATE PERMIT S REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE CITY OF T 167A PI W41:1.3.1SIC PERKET RD Ciy4�;LRD FIE-J4M.1. 1' NO . : F-11-68�105/4 COMMUNITY DEVELOPMENT DEPARTMENT 0*100N 13125 S.W.Hall Blvd.,P.O.Box 23391.1 Igard.Oregon 97223.(503)6394175 DA'f*E:. 1!:i!ii UE,1.) I.0/ :1.Z!/V38 MT 1'! 1011-T140 M113.1:11:11,57- JOB AOMFICA ! V500 iiw I'V1111 CENTED: D14 1A MAPI/I 0 1, r?5 1.1.15(::/I000 !-1 Ll B 500 T I IWE ti"! (AJM1"I1:.J4(A.`. (11:1A 1 LJ4 L. 1 17.;K I..AND LME: T.1-1 I 0I STZE : 1TEM NO N 0 WWII< CA.Alit-s: NEW WA,TEA C111 0SEE V 1 14A r-, IME, TyI:*1,.: COMME14C.I.A.11 Mlklt-i't .'TYPE: 1:11.1114 PV11.MF.::14 OCCUU.I. GrIp. : IW.'-.1 TLJF3 !A-110WEP (..'AAFAGE '1 RAE'S D15HWASFIEP (',11A III HAU.-I E NC) . !'.iT0P3:E5 : :1. W0E)I+T'N(, M6(­J+I.Nk-.. DWEI 11— 1 AIJINU)PY '14-4)Y 131..1:)(:; . I.A.M1 N 1: 1 A 1-1 LIMA ENIA1N i:i 1A K (F I'll 110 0 WRQ' 1EP HEY)l EFI S TOWIll NA].N F U 01 11EEN PEMARK5 !AJL1'T+IWEt5-1' COMMEnCE-E 01.1i] (Phig S4161:1. PtA.J.cling A w 1-:,J E K E:P F)APTNEAS 1::,E,.Am:r T 00 N E SW MF::AI:)L)W!J: 1:40 L.AKE, 051AIFIEVU OR 9703/1 FJXTt.JWE:E; (503) 604-41666 s mrr:-.: 'rAX t11Ra I S V'3 C 0 N 1::'-1'.NZ L'I KE'I'TH T nowi AND PLA.11481NG, R A 41.524 N . I OM861111) C 1.)ti I-I.J.ra n cl ur- 97203 T 0 PHONE.: (503) 285-25636 I' I NO . 5eu.?El 'TOTAL.. : $193.50 This permit Is Issued subject to the regulations contained in Title 14 PECEA P t NO /0 of the TMC, State of Oregon Specialty Codes,zoning regulations and all other applicable codes and ordinances, and it is hereby 1'•4E.1141.11 RVA3 .1 NIGIPIV,1,1 .1(:1Wi agreed that the work will be done in accordance with the plans and PI-R. I.JINII)EPLA-AH specifications and in compliance with all applicable codes and ordinances The issuance of this permit does not waive restrictive ccvenents Contractor and subcontractors shall have current city WA TE.1'4 L. XNE business tax permits This permit will expire and become null and void if work's not started within 180 days,or if work iSsuspended or abandoned for a period of 180 days any time after work has I commenced. It shall be the responsibility of the permittee to assure all required inspections are requested and approved Permit ee Signstu e Issued By: Col.-I- FAP 1NtsPE7c,r10N 639-4175 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE a October 1 , 1988 Mr, Gene Mi.ldren Mac:.Kentie Saito and Assoc.iate5 0690 SW Bancroft Portland, OR 97201 RE: Southwest Commerce Center Buildings A & R, 7500 & 7550 SW Tech Center Drive Dear Mr, Mildr•en: A play, review has bear, conducted f(.,r• the bui.ldi.rig "shells" on the above--r•ei'er•enced project, The following shall apply : 1 . Landings shall be provided on each side of doorways . ()etail 1/A2 shows a ramp beginning at the throishold of the door, Landings shall be level and have a length not less than five feet. 2 . Ramps noted by details 1/A2 and 7/SO indicate slopes in excess of 1 : 15 which requires handrails on at least: one side for, full length of ramp. Please submit revised details showing the cor•rect:ic)ns above. If you have any questions, please call 639- 4171 . Sincerely, Brad Roast Rui.lc'ing Official ke/7526D CONSOLIDATED FIRE AND RESCUE Washington County Fire District No. 1 City of Beaverton Fire Department wm� Tualatin Fire District FIRE MARSHALS OFFICE October 3, 1988 Mackenzie/Saito & Associates 0690 S.W. Bancroft Street Portland, Oregon 97201. t RF.; Southwest Commerce Center 7500 S.W. Tech. Center Dr. - Bldg. A , 7550 S.W. Tech Center Dr. - Bldg. B Tigard, Oregon Gentlemen; This is a Fire and Life Safety Plan Review and is based on the 1985 editions of the Fire and Life Safety Code (UBC) , Mechanical Firr and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations. This building is being reviewed as a B-2 occupancy without high piled combustible stock acid a hazard classification of Ordinary Group III . Tf conditions are other than these, additional requirements may be 1r;'de, Fire apparatus access roads shall be provided when any portion of an exterior wall of the first stony is more than 150-Feet from fire department vehicle access. If this building is to house high piled stcck, the requirements indicated in Article 81 of the 1985 Edition of the Uniform Fire Code shall be met (note access roads and access doors) . Plans and calculations of the autr.matic sprinkler system shall be submitted for review and approval prior to construction. Buildings that are protected by automatic sprinkler systems shall be provi.dea with hydrants placed so that no part of an exterior wall at grade level is more than 500-feet from a hyd--ant along a rout--e accessible to fire department vehicles. 4755 S.W. Griffith Drive 0 P.O. Box 4755 0 Beaverton,Oregon 97076 0 (503)526-2469 Mackenzie/Saito & Associates October 3,. 1988 Page 2 Submitted plans are not approved for construction. Plans must be revised and resubmitted for revie,,7 and must indicate compliance with the above noted items. If you desire a conference regarding this plan review or if you have questions, please feel free to contact me at (503) 526-2503. Sincerely, Bob Hunt Deputy Fire Marshal BH:kw cc: Tigard Building Department C. Shiewe & Associates PE.PKUT NO HUR61951 (cny`&��TWARD ."�--*— CITYOFTIGrARD cffyOF"TWAND OR100141 COMMUNITY DEVELOPMENT DEPARTMENT L 0/ 15 80 13125 S.W.Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223.(503)6394175 PRI.M . FIKT .NO C4131.85 JOr.'s ADDr-hESS : f5OO CjW 'TECI-1 DP COMMLMCK CEN'T[-�N L T LY : P 5 A.I EKIA 0 0 SUP LAND P !:AKIVOCKS 50 ,000 1:��PoN r : WORK CLASS : NEW D14L.I .I... .UN UT`s : I Lit-RK I'YPE : COMMFKACIAL NO HFIX4001"IF-) EXT .1461-1 CONS1' . 'TYPr:::: NO IDA T+151 N W OCCUP.GRP . Be P1:40 V 0 ID U.N I N(*.."5 (3(7,CIJP. 1-DAD N . W 101 AL Al 7�V.� NO.S'll'OPTE-S : 1. 1.Si T WOOF U)INST' : 1;; :1:PF.:,. PET"? J PAI F D: HE I 111M I ADVA FlAl:ifi:M1 N'1'"7 P D 1: 'A V lK.D A SF*M I' GAPAUX Al A RM? FL.014 1-JEAl' ACXAK5)5 rl AN BY : NEMAHKS : OF NO . COMMFPCE (.A::N'TFJ4 I AS4, PV,VSSUF*-.. 0 SP-1EKER PARTNI'--Pa PEPM11, 11111121e,3.00 W N 5PS5 SW MEADOWS AD PLAN r.11-*V:1A.;:W E I A K EZ U S W EG 0 (314 9703.1 13 20 PH(INE 11!503) 6941 A Os 06 6 Ei*1*A*TE 'TAX [111 Hil:A4 D V F--L.D P M F:N'T (J-10PUES : C 0 S cl 1-4 1".l:.--WE CARL.. SDG Is VOVIM) N C: API..API.. SC'HTF..WFE' SDC 1 R 102Z4 NE DAVIS PIX CA r 97 23P. P PEP Al D < p t) t-1.Pi.n d ri T PHONE (1303) 2,541-661.6 0 111111r."M , 30 R R1::.L`,15*TPA*t­E0N NO . 511105 WhEGEIPT NO . This permit is issued subject to the regulations contained in Title 14 ..»................................................................... of the TMC, State of Oregon Specialty Codes, zoning regulations j:;jF'-'QkJTPED INSPEUTIONS and all other applicable codes and ordinances, and it is hereby F 013'1'l.NC; agreed that the work will be done in accordance with the plans and specifications and in compliance with all applicable codes and r1A.1N1)Ar1ON WA-1...L ordinances The issuance of this permit does not waive restrictive SL.AB covenants Contractor and subcontractors shall have current city business tax permits This permit will expire and become null and void if work Is not started within 180 days.or if work is suspended or abandoned for a period of 180 days any time after work has commenced hall be t responsibility of the permittee to assure all require ins ections r req led and approved. Perm tte ig ature I ue y: SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE KNUEMUM F31.17:1.1 . A)TISIC', PI-:-':PM1*T' PFP�l-- NO ARD C�T�OFT167ACrrf CCANDCOMMUNITY DEVELOPMENT DEPARTMENT 1*.!`.i5t.JED : to/ 5/00 13125 S.W.Hall Blvd.,P.O.Box 23397.Tigard.Oregon 97223.(503)6394175 PM'T' NO D D 1:4 F:5 S 111)"s o SIA) FECIA CE:.N*f*I:A--' Dn I FAX MAP/1 01 r 5 T 1 1:)(:,A000 ci 1.)F." VAL L"'Y'TON .":i0 000 S E 1113A K S F:WON'T* PF 11)R WOPK (:,'I ASS : NEW UNT-1-1:1 . USE 'TYPF.:' : GOMMIF.PCTAL NO BEDPOOM15 IX*1 WAI.J : LEFT : C ON t-i YPE W') 1316`71--Ici W OCCUP LOAD PWO'I -0PF.':NTN1.';5 APEA : ,:10000 N W NO . J.S'Y* : VIL1 GI-I 1, 1:40OF" (';ONS'T' . F*J:NE PE T" P-ND : ANF A 5 F:P A 14 MF:ZZAN'.I.'NE? 3RU: Sit;PAP'? 171ATED . PLOOP LOAD: BASI::*M GAPAGA:' . F,T 1:4r-:: S 1:-.-111<1-1.1 AL..APM7 TYPE, 1::•1...(.)14OF.". C01:41-11? I'!..(-)N BY : A "..i. _ -�K� DEMAPIKS : - I J.rI-4W 'C�M (:'OMMI;'-­P(:,E C,E N'T PEJSSUE NO -,T F, W A-.-1EKF.:.R PIP-AM11, 8 00 N SW MEADOWS 141) PI-AN 4d.i.1,11EW $1 a 3 95 1. 6A1<F:: (35WEX,A) 0 Q 9 7 0 3 lei F,INE: DEP'T eiP 11503) J.J.3 R 0 S*TAIE TAX urli-IER C I)I::'VF7L-OPMEN'T CHAWGEKS : 0 SCI-11ULWE.- CAFIL N CARL ':1M4TL--:WF-. T D(:;(S T PEE.T R 108/4 NI:-: DAV.r.S Ai.,nc I# ) C P cli 1,t:l,ii,ri cI C)r 97P32 T PFIONE (503) O r.44EPA11) < R NO. !sdl:I.o� O*FAI.. 111111.59-1 . 30 —7 This permit is issued subject to the regulations contained in Title 14 F:J.r.1, NO . of the TIVIC. State of Oregon Specialty Codes.zoning regulations and all other applicable codes and ordinances, and it is hereby PIH:QtJJJ&­U INSPEC-IJUNS agreed that the work will be done in accordance with the plans and 1`00 f T NG specifications and in compliance with all applicable codes and F*OIJNI')A'1*1:(]N WALL ordinances The issuance of this permit does not waive restrictive SI..AD covenants Contractor and subcontractors shall have current city business tax permits. This permit will expire and become null and void If work is not started within 180 days,or if work IS Suspended or abandoned for a period of 180 days any time after work has commenced. It shall be the r s onsibility of the permittee to aqsure all re;q�u7spectlons are ue ed and approved Pera y a ignatur , v SEPARATE PERMIT S REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE CIIYofT1GAPERM]''T RD RD F-1:14MIL11 N(-.) ST,681052'. (071`�OFL COMMUNITY DEVELOPMENT DEPARTMENT 13125 S.W.Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223,(503)6394175 '[1:i5IJF..D J.0/ I/06 j08 15W (:'I::N'11::A DP 'TAX MAP/1-01, (:'OMMI::P(' E ('.;I:-::N*1'EJ4 L'T WK : LAND USE : T 1-1 Sur : WORK (X-ASS : NF.:14 USE IYPE: COMOILK-A'Al L"Upic, YAVIDS : VALUI..' : NI r.?00 '000 IMPEWV . ARI.:Y-1 - 1.8073.8 1*-'I:1...I-.? : N0 F-i:NGINFERED F1:1...1_.? : NO r."AVING'? : YES I ANL)'iCAP:I'N(;'? : YES STUAM 1)P(iTNS? : YES W .5 . 0 N SPIEKER PAP T'I'41FPS E "WW"i SW MEADOWS PD PLAN r4F.:.VH."W $/I A 9!1 LAKE OSWEGN') (314 9,103/1 FSI It7N1' (:503) eialfll-4666 5*1'ATE *1 AX $3/1 :1. 0 [)F:.'VEI.-0PMk.NT N r on , 7'.w . ()0 T 'HTEWE'. R (:,API SMIIIEWIF C A 102-el NF.:' DAVIS T portla,ml of-, 97232 0 R PHONE (503) 2341-6616 NO. 114441:911% 1{5 19-.1 . 11.0 This permit is issued Subject to the regulations contained in Title 14 NO. of the TMC. state of Oregon Specialty Codes.zoning regulations ._..•.. . ......._._......._......__._... and all other applicable codes and ordinances. and it is hereby agreed that the work will be done in accordance with the plans and ;IE•'Q'JTWF,.'D INL-*sr,'E:(:,l TONS specifications and In cumpliance with all applicable codes ann S C.,W 1:::P ordinances. The issuance of this permit does not waive restrictive S'I'LIPM DRAIN covenants Contractor and subrontractors shall have current city WA'T'ER LINE business tax permits This permit will expire and become null and F.t.N AL void if work Is not started within 180 days.or if work is suspended or abandoned for a period of 180 days any time after work has commenced It shall be the responsibility of the permittee to assure all requir inspecti n nr requested Find approved 11 req uIr i sp Permittee ignature 11, By Is BY: SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE CiTYOF IFARD OREGON sober 5, 1988 Mr. Gene Mildren MaL'-enzie/Saito and Associates 0690 SW Bancroft Portland, OR 97201 RE: Southwest Commerce Center 7550 SW Tech Center Drive Dear Mr. Mildren: A plan review for the sitework and foundations on the above-referenced project has been conducted. The following shah apply: 1. No work shall commence 'before 7:00 a.m. or continue after 9:00 p.m. 2. All streets shall be kept clear of dirt and debris. 3. Erosion control shall be provided as needed. 4. Cleanouts shall be provided every 1.00 feet on storm and sanitary sewers. 5. Provide soils engineer report for excavation of fill areas along sout.i and west edges of existing f.ill as per report by "Geotechnical Resources Inc." of August 30, 1988. 6. All reinforcing steel shall be tied in place. 7. Approval of aitework and foundations is not s guarantee of approval of the entire project. If you have anv questions, please call 639-4171. Sincerely, Brad RoLat Building Official ke/7378D 13125 SW Hall Blvd.,P.O.Box 23397,Pgord,Oregon 97223 (503)639-4171 - - --- - I CITYPLAN CHECK APPL CATION 0FT1GA7RD-- ClTrI" PLAN CHECK M COMMUNITY DEVELOPMENT DEPARTMENT �JPERMIT p 13125SWHABW P.O.8=23M. DATE ISSUED Tip.►.i.Or.��vrm Iswlssu-tt7sJ08 ADDRESS: r "-- TAX MAP/LOT _S/ �po•a SUB: 51 LOT: LAND USE: OWNER SPECIAL NOTES NAME: SQIeV,6C. REISSUE= OF: ADDRESS: F'q S,P- LAST RCISSUE: j_AIL OSLaY.n�(�Q. °1i23g _ FLOOD PLAIN/ SENSITIVE LAND: PHONE: 60$1�tn�- APPROVALS REQUIRED CONTRACTOR PLANNING: NAME: 4 /irSQC4,,rms • ENGINEERING: ADDRESS: --_-� — FIRE DEPT n OTHER: 9 TL PHONE: ��' -.�O fl l(a ITEMS REQUIRED LIST/SUBCONTRACTORS: _ ARCIi/ENGINEER BUS TAX: _ NA^- ACK�k_ILl_G_/1�. Pl'fD iA` CALCULATIONS ADDRESS: D FT TRUSS DETAILS: en1Z'(IAlln ,!� PARKING PLAN: q JIM LANDSCAPE PLAN: _ PHONE: _ 'L� �Fj OTHER: COMMENTS: _a��� �" ` -Ac , . f= pAj L,A T 1 U/j 'C7 nr - PERMIT N ACCT N DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE 10-432 00 Bui)ding Permit Fees _ 10-431 00 Plumbing Permit Fees -- __ 10-431 01 Mech:inical Permit Fees _ 10-230 01 State Building Tax (5X) y Building Plumbing Mech 10-433 00 Plans Check Fee Building - � Plumbing Mech 30-443 00 Sewer Connection (20X) _ 30-202 00 Sewer Connection (00%) 30-444 00 Sewer Inspection - —--- 51-448 00 Street System Dev Charge (SDC) _ 52--449 01 Parks I System Dev Charge (PDC) 52-449 02 harks II System Dev Charge (POC) _ 31-450 00 Storm Drainage Syst Dev Chr-g (SSDC) 10--230 09 1RFD (95X) 14-49!x"00 TRFD (5X) -` 10-230 05 Washington County Fire N1 (95X) 10--435 00 Washington County Fire Ill (5X) _r 10-22.0 00 Amar t/Wedgewood -- - _ TOTAL 9 REC N APPI.'rCANT SIGNAIURF Received By: Date Received 0TYOFTIGARD 4PLAN CkECK APPLICATION (CIWAF PLAN CHECK C0MMUNnY DEVELOPMENT DEPARTMENT 0PERMITN -� Y 00" i3125SWHWiAjvd, p,p,g,= 97,TVW.Orpxi 97223(5W)63"175 / DATE ISSUED JOB ADDRESS: TAX MAP/LOT 2S/'/Z?. SUB: -� _ LOT: LAND USE: f VALUATION: _ `��,17 -�,- OWNER SPECIAL NOTES NAME: iii I- ,L r-�2 �A,zT ;EISSUE OF: ADDRESS: 2 jL LAST REISSUE: FL0OD PLAIN/ -- �` SENSITIVE LAND: PHONE: -- APPROVALS REQUIRED CONTRACTOR PLANNING: NAME: _ 1___ �- N� - / ENGINEERING: ----_Y�CS ADDRESS: _ FIRE DEPT ~ M OTHER: � — PHONE: ITEMS REQUIRED LIST/SUDCONTRAC"ORS: _ ARCH/ENGINEER BUS TAX: _ NAME: /�--�,�� �_ z ,�- �v CALCULATIONS: _ ADDRESS _ TRUSS DETAILS: PARKING PIAN: LANDSCAPE PLAN: _ PHONE: OTHER: COMMENTS: PERMIT # ACCT 0 DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE 10-432 00 Building Permit Fees 10 431 00 Plumbing Permit Fees - 10-431 01 Mechanical Permit Fees — - 10-230 01 State Building Tax (5915) "i Building Plumbing Mech 10--"433 00 Plans Check Fee d./S Plumbi rig Mech _ Ej�t7�2 30--202. 00 Sewer Connection 30--444 00 Sewer Inspection 51--•448 00 Street System Dev Charge (SDC) 52--449 01 Parks I System Dev Charge (PDC) -' 52--449 02 Parks 11 System Dev Charge (PDC) 31--4150 00 Sturm Drainage Syst. Dev Chrg (SSDC) 10- 2..30 09 T RFD 10-230 06 Washington County Fire #1 (95X) 10--220 00 Amar•t/Wedgewood -� TOTAL. ;2., , O REC # APPLICANT a1GNATURE Received fly : ------ Dale Received ht/3587P/101) ' - PLAN CHECK APPI'C TION CITYOF TIGA. RDPLAN CHECK N <� kCffY0FWq-ARDj PERMIT N _ COMMUNITY DEVELOPMENT DEPARTMENT ORMW DATE ISSUED 13125 SMI NO BMd,P.O.Som 2"97•TiaeM,Oregon OrM(6W)&W4176 JOB ADDRESS: ;;f�' <�,'i�f�, TAX MAP/LOT LI SUB: 14 I .P� LOT: _ LAND USE: VALUATION: "' �,-cam r? " OWNER �'- �� SPECIAL NOTES NAME: REISSUE OF: ADDRESS:` IF UIL —��1 � - — £z2,�2 S.a%• wS RQAlG L.AST REISSUE: FLOOD PLAIN/ _ SENSITIVE LAND: PHONE: -- APPROVALS REQUIRED CONTRACTOR PLANNING: _ NAME: G 1=C--H7r1x/9- ENGINEERING: ADDRESS: I o FIRE DEPT i( OTHER: FAONE: 'Tj .(p�1 ITEMS REQUIRED LIST/SUBCONTRACTORS: ARCH/ENGINEER BUS TAX: _ — NAME: CffULp91r,6ifQ JA'25 . _ CALCULATIONS: ADDRESS: O�qO S.WP.NCR.oF1 TRUSS DETAILS: P0LfLALjQPARKING PLAN: LANDSCAPE PLAN: _ PHONE: �- OTHER: COMMENTS: S — � [=7-n,_,,ti j;)sa-3-. 1 4 A PERMIT N ACCT N DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE 10-432 00 Building Permit Fees _ --_— 10-431 00 Plumbing Permit Fees 10--431 01 Mechanical Permit Fees 10 -230 01 State Building Tax Building Plumbing Mech _ 10-433 00 Plans Check FeeBuilding _ Plumbing Mech _ 30-443 00 Sewer Connection (20X) 30-202 00 Sewer Connection (80X) _ 30-444 00 Sewer Inspection V 51-448 00 Street System Dov Ch;.,rga (SDC) 52-449 01 Parks I System Dev Ch .rge (PUC) i 52-449 02 Parks II System Dev Charge (PDC) 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) 10-230 09 1RFD (95X) 10-43� 00 T It F D (5X) 10-230 06 Washington County Fire N1 (95X) _ — 10-435 00 Washington County Fire N1 (5%) T 10-220 00 Amar•t/'Jedgewood TOTAI -5 .222-1-5 REC 11 APPLICANT SIGNAIURF Received By: 1 jC LJ _ Date Received : t,1 /Iaa7n -�� - C11YOFTIOARDPLAN CHECK APPLIC^TION COMMUNITY DEVELOPMENT DEPARTMENT C17YOF11GARD PLAN CHECK # 1,1125 SW 1431 Blvd. P O.SM 29397, Nard.Oregon R7M 11176 OREGON PERMIT #DATE ISSUED 3'08 ADURkBS: rr, r64 TAX MAP/LOT SUB: _ I.OT: LAND USE: _ " �, 01 — VALUATTON: � , 5 -;;_5�-� OWNER SPECIAL 1%10TES NAME: ==,��, l",�-i-.�• `� REISSUE OF: ADDRESS: — S a.S 'C w 13/ LAST REISSUE: _ FLOOD PLAIN/ --- g � z- SENSITIVE LAND. PHONE: CONTRACTOR - APPROVALS REQUIRED PLANNING: NAME: --- ADDRESS: ---- ENGINEERING. FIRE DEPT -- _ — OTHER: PHONE: I_T_EM, REQUIRED ARCH/ENGINEER LISTLIST/SUBCONTRACTORS: NAME: BUS TAX _ /��'� c �•' r �" CALCULATIONS: _ A)DRESS: TRUSS DETAILS:N_v^ -- PARKING PLAN: -� PHONE: �-— — --.- LANDSCAPE PLAN-- — - ----- OTHER: COMMENTS: PERMIT # ACCT # DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE 10-432 00 Building Permit Fees7 00 , .10-431 00 Plumbing Permit Fees / 10- 431 01 Mechanical Permit Fees - - — 10 230 01 State Building lax (5%) _----- _- Building PI.S. :; Plumbing Me c h _ _-�.—_ 10--433 00 Plans Chec_k Fee Building O Plumbing Mech 30--2.02 00 Sewer Connection 30--44^ 00 Sewer Inspection —_ 7 S 7 51--448 00 Street System Dev Charge (SDC)- 52--449 01 Parks I Systom Dev Chargc- (PDC) _ 52--449 02 Parks 11 System Dev Charge (PDC) — 31-•450 00 Storm Drainage Syst Dev Chrg (SSD( ) 10--230 09 TRFD C1 20 �d . 10-230 06 Washington County Fire #1 (95X,) "--'�"- 10--220 00 Amar•t/Wedgewood i- TOTAL --- — � RE:C # —' APPLICANT SIGNATURE Received Fly; Date Received: ht/3587P/114P —_.- -__—._-- -- _� 1 CITYOFTIGARD, � FLAN CHECK APPL CATI PLAN CHECK N '�� C CnYOFngARD PERMIT N Z COMMUNITY DEVELCPMENT DEPARTMENT 0REooN DATE ISSUED 19125 SW"M Blvd. P.O.Bay 29997,Tlgn !�9nern FM(609 g44_ JOB ADDRESS: �j, kl.}1 ( - TAX MAP/LOTZrj SUB: �.�, LOT: LAND USE: VALUATION: /�Qj �_O OWNER -� SPECIAL NOTES NAME: . REISSUE OF: ADDRESS: f2,545 S, K�Atby��� _ lel LAST REISSUE: I_AILJG __O�,LSFl.�� �2.MQ�g_ FLOOD PLAIN/ SENSITIVE LAND: PHONE: --(Al - .06(p APPROVALS REQUIRED CONTRACTOR PLAA!%ING: NAME: C 'C��7G��� /'i�`��G1r1TtS ENGINEERING: _ ADDRESS: �� _ FIRE DEPT OThER: --- — — __ — PN—ORE - _ ITEMS RE UIPED LIST/SUBCONTRACTORS: ARCH/ENGINEER BUS TAX: DAME: CALCULATIONS: ADDRESS: O(egd 5,W &q39_of-T — - TRUSS DETAILS: _ PARKING PLAN: _ LANDSCAPE PLAN: _ PHONE: _110 OTHER: COMPK'NTS: y��i, � �i t ?E. ��,�`.�_L �C :Y I - - , c- �—1y `i:_ Iti PERMIT N ACCT N DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE 10-432 00 Building Permit Fees 10-431 00 Plumbing Permit Fees 10-431 01 Mechanical Permit Fees 10-230 01 State Building Tax (5X) Building Plumbing Mech _ 10-433 00 Plans Check Fee c r � J rj 2(7 Building — — Plumbing Mech _ 30-443 00 Sewer Connection (20X) 30--202 00 Sewer Connection (80X) _ 30-444 00 Sewer Inspection 51-448 00 Street System Dev Charge (SDC) _ 52--449 01 Parks 1 System Dev Charge (PUC) 52-449 02 Parks II System Dev Charge (PDC) 31-450 00 Storm Drainage Syst Dev Chrg (R.£tui,) 6:�2-5 o 10--230 09 1 RFD (95X) 4 10-46•-eO IRFD (5%) 10-230 06 Washington County Fire N1 (95X) ~ 10-435 00 Washington County Fire N1 (5%) _ 10-7.2.0 00 Amar t/Wed g-�wood IOT,1)L z3rg. yL� REC 6 APPLICANT SIGNAi11RE Received By: ���L� Date Received: - h"J3587P - - i PERMIT # PLAN CHECK # ���• C BUILDING RECEIPT NAME: SC✓ C ��_�+c.�c E ��r.�. DATE: ADDRESS & LOT # & SUBDIVISION NAME: - ACCT. # DESCRIPTION AMOUNT 10-432 00 Building Permit Fees _. 10-431 00 Plumbing Permit Fees 10-431 01' Mechanical Permit Fees _ 10-230 01 State Building Tax C� ",v 10-433 00 Plans Check Fee 30-443 00 Sewer Connection (20%) 30-202 U0 Sewer Connection (89x) 30-444 00 Sewer Inspection 3 51-448 00 Street System Dev. Charge (SDC) 52-449 01 Parks 1 System Dev. Charge (PDC) 52-449 02 Parks II System Dev. Charge (PAC) 31-450 00 Storm Drainage System Dev. Chrg (SSDC) ,7 10-230 09 TRFD (-45t) _ '10-435 00 TRFD (5%) 10-230 06 Washinot on County Fire 01. (95X) — 10-435 00 Washington County Fire N1 (5%) i 10--220 00 Amnrt/14edgewood 3 _� TOTAL (br/1214P) CITY OF TI.GARD NOTICE OF DECISION (((fff SITE DEVELOPMENT REVIEW SDR 68-18 SPIEKER PARTNERS (Western International Properties) APPLICATION: Request by Spieker Partners (Western Interna+ ional Properties property owners) for Site Development Review approval to develop a two building (49,404 and 43,239 sq. ft. ) warehouse/distribution cen'.er• on a 5.6 acre parcel zoned I-4- .(Light Industrial) , Location: 7553 5h' Terh Center Drive (WC:TM 251 1.DC, tax lot 4000) . DECISION: Notice is hereby given that the Planning Director' s designee for- the City of Tigard has APPROVED the above described application subject to certain conditions. 'The findings and conclusions on which the Director's designee based his decision are as noted below. A. 11ND CNG OF FAI,i 1 . Background Tax lot 4000 was previously involved in a lot 11rQ adjustment (M 16-85) with adjacent tax lot 1100 to the east-, resulting in an enlargement of tax lot 4000 from 2.9 acres to 5.6 acres. Tax lot 1.100 Arid a portion of tax lot 4000 ware also involved in another application for, Site Development Review approval for development of two industrial buildings (SUR 13--86) . The proposed development was never, built. 2. Vicinity Information The properties on the north side of Tech Center Drive are developed and zoned I-P (Industrial Park) . The area to the suutF: and east is zoned 1--H (Heavy Industrial) and is developed with a variety of industrial uses , The area west of the site across the railroad tracks 13 undeveloped and is zoned I-L. (Light Industriel) . Tech Center Drive is designated by the City' s Transportation Plan map as a minor collector street. The strcaet is 34 feet wide, paved, and has curbs ;and storm sewers. The street dead ends at the railroad tracks rather than ending in a turn around, When the street was constructed, it was intended that it would at some time cross the tracks and connQC t with a street system on the west side of the railroad tracks . The Transportation Plan m<ap calls for st:roet connections between Hunziker St-eet, Honita Read, and Hall Boulevard near O'Mara Street. It was orig;nal.ly intended that 'Tech Center Drive would connect with this system. 3 . Site Information arid Proposal Description The property is undeveloped and is covered primarily by tall grass. The applicant proposes to grade t:hc, site and construct a two building warehouse/distribution center on the site. The buildings would be located on either side of a large parking arid loading area ser-vod by one 50 foot wide Access driveway from Tech Center Drivf%, SITE DEVELOPMENT REVIEW SDR 88-18 (SPIEKER PARTNERS) - PAGE 1 The e•!!tern building would be one—story, 43,240 square feet in size, and have 16 loading doors. The western building would be one—story, 49,403 square feet, and have 19 loading doors. The site c, old be provided with 113 parking spaces located between the two buildings. Twenty--six compact parking spaces and three handicapped spaces wou d be provided, Seven bicycle rack parking spaces would also be provided. The landscaping plan pr..)poses 19 ornamental pear trees to be 'located along the site' s frontage to serve a3 street trees . Red maple and ash trees would be located around the parking and loading areas. A variety of otho r trees, bushes, and grasses would be used to provide other sits landscaping. Approximately 38 percent of the site would be .landscaped. 4. Ajency and NPO Comments The Engineering Division reviewed the prop03al. aid offered the following comnin­LF : 1 . The proposed warehouse/distribution buildings are to be built on Tech Center Drive, an improved City street built to local street standards in 1981 by the Tech Center Business Park development. In 1983, Tech Center Drive was classified as a minor collector street. 2. The City Conprehensive Plan Transportation Map has identified a need to provide a connection between Hunziker Street, Bonita Road, and Hall Boulevard , The extension of Tech Center Drive across the railroad tracks to this connector has been identified as an additional route as a confection to 72nd Avenue. The passibility of the extension of Tech ",enLer Drive is riot expected '.n the near future. 3 . Tech Center Drive ends east of the Southern Pacific railroad tracks, appy^oxiniately 1, 100 feet from 72nd Avenue. Turnarounds ar•z requires' for dead end streets longer than 150 feet. Cul--de-sacs are the Hurst: common form of a turnaround, although variations are allowed with approval from the City and the fire district. The applicant will be required to provide for a turnaround at the west end of Tech Center Drive consisting of a 45 foot radius cul—de--sac or a 'T' as approved by the City Engineer and fire district. 4. Sanitary sewer- and storm drainage servi.co is available in the improved street, The Building Division reviewed the proposal and offered no comments or objocti.ons . Tigard Water District reviewed the proposal and commented that. although they had no objection to the proposed development, the proposed wager system for the development does riot meet the Water District' s construction reg1airement.s . Additional fire hydrants will. SITE DEVELOPMENT REVIEW SDR 88-18 (SPIEKER PARTNERS) — PAGE 2 be necessary to serve the development-, The District would prefer that: the proposed double check valve assemblies be located inside the buildings . An eight-inch main should be installed, as opposed to the six-inch main that is proposed, to connect the development to the existing water main in Tech Center Drive. NPO #5, Washington County Fire District: #1, PGE, GTE, and Northwest Natural Gas reviewed the proposal and offered no comments or- objections , No other comments were received, B. FINDINGS AND CONCLUSION The proposal for dev,�lopmer+t of a warehouse/distribution center conforms with Community Development Code I--I_ (Light- Industrial) zoning district requirements for type of use, setbacks from property boundaries, building height 05 feet maximum; , site covrr-zve (85% maximum coverage), and site landscaping (15% minimum landscaping) . The prnposal complies with Community Development Code requiremorits for street and parking area trees, sccess and internal circulation, vision clearance at driveway-roadway intersections, and connection of the development- to necessary public services (water, sewer, storm sewers) . the proposal generally complies with Code provisions for parking, although a minor modification to the nit:e plan will be necessary. The site plan provides an adequate number, of parking spaces (113 spaces provided; 93 spaces required at ratio of one "pace par 1,000 square feet) . The plan also provides a suffic.i.ent number of designated handicapped parking spaces (3 required; 3 provided) . Seven bicycle rack parking spaces are alto proposed. Code Section 18. 1.06.020(p) requires that one bicycle par!<ing space be provided for every 15 automobile parking spaces . Therefore, eight bicycle parking spaces are required, The applicant will be required to revist, the site plan to provide for one additional bicycle parking space. No sign loc,itions or sign dimensions have been included in the s.'-- elan. Sign size and location requirements are prescribed by Chapter 18. 114 of the Community Development. Code. Sign size and location will be nevi- jod at th;.:: time a sign permit is applied for, C. DECISION The Director's Designee approves Site Development Review SDR 88- 18 subject to the following conditions . Building per-mits will not be issued until the Engineering Division has approved public improve tient plans and a performance assurance providing for compliance with conditions 1 , 4 and 5 (S-IAFF CONIAGT: Gary Alfson - phone 639-4171 , ext; 378) . Conditions 2 and 3 shall be approved by the Building Division (STAF-1 CONTACT: Brad Roast phone 639 4717) . Condition of approval 6 must: also be completed to the saf;isfaction of t-he planning Division prior to the issuance of a building permit (S'IAFF CONTA(J : Jerry Offer - phone 639--4171, ext 315) . 1 . The applicant shall provide for a turnar-ound at the west end of Tech Center Drive consisting of a 45 foot radius c.ul--de--sa or a 'T ' as approved by the City Enginvor and Washington County Fire District X11 . SITE DEVELOPMENT REVIEW SDR 88--18 (SPIEKER PARTNERS) - PAGE 3 2; 'rhe applicant shall provide for roof and parking lot- rain drainage i:o the public stormwater drainage sy3tem or by an approved on site system designed to prevent runoff onto the adjacent property. 3 . The applicant shall provide connection of proposed buildings to the public sanitary sewerage system. A connection permit is required to connect to the existing public sanitary sewer system. 4. Construction of proposed public improvements shall not commence until after the Engineering Division has approved public improvement plans. The section will require a 100 performance performance assurance or lettAr• of commitment, a developer—engineer agreemerL, the payment of a per•n;it fee and a sign instal lation/street1igh': fee. Also, the execution of a street opening permit or construction compliance agreement shall occur prior to, or concurrently with the issuance of approved public improvement plans. 5. Seven (7) sets of plan and profile public improvement const-ruct-i.,)n plans arid one (1) itemized construction cost estimiAte, stamped by a Registered Professional Civil Engineer, detailing all proposed public improvements shall be submitted to the Engineering Division for approval , Two (2) sets of plan and profile plans shall be submitted for preliminary review prior to submittal of final. plans. b. The site plan shall be. revised to provide for a minimum of 8 bicycle rack parking spaces . The proposed bicycle rack location is approved. Additional design details relating to the protection of bicycles from maneuvering vehicles shall be provided for Planning Division approval . THE FOLLOWING CC,NDITIONS SHALL BE SATISFIED PRIOR TO THE 'ISSUANCE OF AN OCCUPANCY PERMIT , 1 . The proposed landscaping materials and other proposed site improvements shall be installed in conformance with the site plan (STAFF CONTACT : Jerry Oir"er) . 2. Proposed public improvements shall be installed in conformance with the public improvements (STAFF CONTACT : Mike Mills, Engineering Division) . THIS APPROVAL. SHALL HE VALID IF EXERCISED WITHIN ONE. YEAR OF THE. DATE Of' THE FINAL DECISION N,11ED BELOW. 1). PROCEDURE I . Notice: Notice was published in the newspaper, posted at City Hall and mailed i.o: XX The applicant & owners ._....^XX— Owners of record within the required distance XX _ The affected Neighborhood Planning Organization XX Arfected governmental agenc.ieQ SITE DEVELOPMENT REVIEW SDR 88-18 (SPIEKER PARTNERS) — PAGE 4 2. Final Decision: THE DECISIUN SHALL BE FINAL ON September 27, 1988,_ UNLESS AN PPPEAL IS FILED. Appeal: Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32,370 of the Community Development Code which provides that a written appeal must be filed with the CITY RECORDER within 10 days after notice is given and scant. Appeal fee schedule and forn►s are available at Tigard City Hall, 13125 SW Hall Blvd. , 1-igar•d, Oregon, The deadline for filing of an appeal is 3:30 P.M. 9127JAR 4. Questions : If you have any questions, please call the City of Tigard Planning Department, Tigard City Hall, 1312.5 SW Hall Blvd. , PO Box 23397, Tigard, Oregon 97223, 639•-4171 . Zk PREPARED _ y Assistant Planner DATE / l Keith S. Lid-eh,' Senior anner DATE APP OVED ht/6975D \ �lr— MNWUN: J .NI � \ ♦ �. T[[N O[NT[N MIY[ .or FAN T 1J SITE DEVELOPMENT RLVIEW SDR 88--18 (SPIEKER PARTNERS) - PAGE 5 hr SOV—rH ��/ES"r C.OmMErZC>= CENTCP, f� ILG'IN(-1 A Rrx)F FFzAh1NG RF= 1 - QF 2E5 �jv1L_C71NC� cx�F FRAP�fNG r2, - RP7—,z cct_uFlu oEs►uu I,JAL-L- P#QEL 0E'51(A4 Pl. - PZ9 , LATE12,AL L1 - L9 3l/ILDiNLT d L10 - L 1(o �vNt��Tlcxa C)F!V a i/ f - rf5, Ewl - r-w PROFF.r' �S a 1Ali 13089 9 J, OREGON lyyMERRIVV�\Q ------- _-----—- – — _ ._..- __— _By Gam/' i—o p DATE MACKENZIE ENGINEERING INCORPORATED JoeNo 0690 S W BANCROFT STREET PORTLAND,OREGON 97,-01(503)224-9560 SHT -----OF_ P O BOX 89039 PORTLAND,OREGON 97201 FAX(503)228 1285 (��� MnCKENZIE ENGINEERING INCORPORATED 1988,ALL RIGHTS RESERVED ROOF- CDE751 CSN SLS 50' so G D — r I OF.AO LOAL--) 13089 ` r R r-C-'r /b' PL Y I. 6g onEcort v6NvKLiu S c PUP-Liy �, 1.(rr= fyyMERRI���\� I N S J✓ Lit " ZO CLILI,ICr 10 SK�rzItil If, r Q I I ZZ P�1=+t, IZ V5P * Z? = 37 VSf �zZ �aY l4 • p5F _—__mac F�_ _ Ct✓NTEl2 SL _ —_-- By – -- -�_. -- -- --- -- ---- DATE 8/ S /r72E2 MACKENZIE ENGINEERING INCORPORATED JOB NO 0690 S W BANCROFT STREET PORTLAND,OREGON 97201(503)224-9560 SHT F I OF _ P O BOX 69039 PORTLAND.OREGON 97201 FAX(503)2761265 © MACKENZIC ENGINEERING INCORPORATED 190.ALL RIGHTS RESERVED 51�c F�KLiN:� Ir � 1 L = Z4 58 11 1 L f �7 = Z4�p r3ZS 4 n 14- S`.;, c)P, DEu`�E 1 ROUCa H 3 z v�E 4 x PL-)uc1 14 5 �. o�_SENSE 4 . ico Rouc r�_ fr. 1 or S Cr �ENgE 9 BY DATE JOB NO MACKENZIE ENGINEERING INCORPORATED SHT 9F--2- OF 0890 S.W BANCROFT STREET PORTLAND,OREGON 91201 15031224 9580 P.O.BOx 89039 PORTLAND,OREGON 97201 FAX(503)228-1285 c MAC AL DESER ED ZIEENGIRCORPORATED N � � D k -0 6 x _ N 4 i 7CP ..-c E-r-ZK---- - -- --- --- BY - DATE _-� ---_�-- _ -------- -- MACKENZIE ENGINEERING INCORPORATED J08 NO 0690 S.W BANCROFT STREET PORTLAND,OREGON 97201(503)224-9560 SHT -� _OF PO BOX 69039 PORTLAND,OREGON 97201 FAX(503)228-1285 ) MACMENZIE ENGINCERING IN"ORPORATED t0E8,ALL RIGHTS RESERVED A a 03AN3S3W SIHOIN 11V'SpMI 031VNOdNOONI ONIN33NION3 31ZN3HOVW S9Zl-BZZ(EO9)Xdd IOZL6NOE)3klO'ON'4l1NOd6E069X08'O'd ---—d0—,t— IHS'1HS 09S6-4ZZ(COS)IOZL6 N003N0'ONdl1NOd 133WIS"ONONd9'M'S 0690 (131Vd0dUO3Nl ONId33NIEN3 31ZN3)IOVW ON BOr — 31d0 9 JL N N — iJ► ;g N �' fn " K 9 Y 11 B' L c-1 �� '� I� •eJ TECH CENTER II CONCENTRATED LOADS: CONCENTRATED LOADS: CONCENTRATEC 10ADS: P - 1 OL - 2.75 kips P - 1 OL = 2.75 kips P - 1 OL - 2.75 kips LL - 4.92 kips LL = 4.92 kips LL = 4.92 kips X = 7.5 ft X 6 ft X = 4 ft P - 2 DL 2.'75 kips i' - 2 OL = 2.75 kips P - 2 OL = 2.75 k.i.ps LL = 4.92 kips LL = 4.92 kips LL 4.92 kips X = 15.5 ft X 14 ft X 12 ft P - 3 DL = 2.75 k ips P - I OL = x'.75 1.ips P - 3 DL = 2.75 I:lps LL = 4.92 kips LL = 4.92 kips LL - 4.92 kips X 23.5 ft X 22 ft X - 20 ft P - 4 DL = 2.73 kips P - 4 DL. = 2.75 kips P - 4 OL - 2.75 kips LL = 4.92 kips LL = 4.92 kips LL - 4.92 kips X = 31 .5 ft X = 30 ft X = 28 ft P - S DL = 2.75 kips P - 5 DL = 2.75 kips P - 3 DL = 2.75 kips LL = 4.92 kips LL = 4.92 kips LL 4.92 kips X = 39.: ft X 38 ft X = 36 ft P - 6 DL = 2.7� kips P - 6 DL = 2.75 kips LL = 4.92 kips LL = 4.92 kips X = 47.5 ft X = 46 ft 9.33 ft 10.75 ft hinge --- U BM-1 1 I BM-2 I I B11-3 13.75x 28.5 6.75x 31 .5 6.75x 13.5 15.91 k: 52.75 l 46.53 k: 15.2 k ----------------- -- I ----------- -------- -- 1 "----------------------- 49.5 ft 50 ft 37.5 ft Beam Marl 1 GLIJ-LPM BEAM - DESIGN CRITEFIA BEAM SPE 6.75 28.5 1 . Allowable Bending,pst : Fb - 2400 Bending stress +M fb -- 2493 psi 2. Allocable Shear, psi : Fv 165 for +M 189.83 k•-ft 3. Mod of Elasticity, psi : E = 1800000 -M fb == 0 psi 4. Duration of load factor = 1 . 15 for -M = 0 k-ft S. Live Load: Deflection L / 240 G. D+L Load: Deflection '_ / 180 Shear stress : fv = :;4 psi 7. Unbraced top edge for V = 15.91 kips in region of +M ( ft ? Lu = 0 1 ��LsdL • ItCo =tl (Z = ZtZX-)' 8. Unbraced bottom edge Dead Load Deflection = .843 in in region of -M ( ft ) : Lu = C Live Load Deflection = 1 .508 in RF�tii ' 9. Eff span lgth ratio: le;lu= 1 .92 - Li 319 10. Allowed overstres5: ( % )/101= .01 O+L Loud Deflection - 2.351 in Rn=m 1.1TnT4J , i n l h fr : I ! 7rnc Allowable bending stress. for +M: F'b = 2507 psi for -M: F'b = 2507 psi Beam Mark 2 GLU_LAM-BEAM-_-DESIGN-CRITERIA BEAM SIZE : 6.75 -, 31 .5 1 . Allowable Bending,psi : Fb - 2400 Bending stress: +M fb a 958 psi Allowable Shear, psi : Fv - 165 for +M 89. 16 k-ft J. Mod of Elasticity, psi : E = 1B00000 -M fb =-2415 4. Duration of load factor = 1 .15 psi for -M =-224,66 k-ft 5. Live Load: Deflection < L / 240 6. D+L Load: Deflection < L / 180 Shear stress: fv = 165 7. Unbraced top edge psi for V = 2.3.J-8 kips in region of +M ( ft ): Lu - 0 q. Unbraced bottom edge Dead Load Deflection - ,247 in in region of -M ( ft ): Lu = 0 Live Load Deflection = .442 in 9. EFf span lgth ratio: le/lu= 1 .92 = L/ 1357 10. Allowed overstre55: ( % )/:00= .01 D+L Load Deflection = .699 in 11 . Exact Beam WIDTH ( in ): b 6.75 = L/ PIZ Allowab' bending stress : for +M: F'b = 24;'9 psi✓ for --M: F'b = 247" psi✓ CANTILEVER DEFLECTIONS ---------------------- LEFT CANT: DL Defl = . 188 in LEFT CANT: LL Defl = .337 in LEFT CANT: O+L Defl = .525 in RGH1 CANT: DL Defl = . 161 in RGHT CANT: LI_ Defl = .289 in RGHT CANT: D+L Defl = .45 in Beam Marl: 3 ------------------------------ GLU-LAM BEAM -• DESIGN CRITERIA BEAM SIZE : 6.7=, s 19.5 1 . Allo -,able Bend ing,psi : Fb - 2400 Bend! ng stress +M fb = 2,-,2S 2. Allowable Shear, psi Fv = 165 psi for +M = 82.89 k-ft 3. Mod of Elasticity, F is E = 1800000 -M fb = 0 psi 4. Duration of load factor = 1 . 15 for, -M = 0 k-ft S. Live Load: Deflection L / 240 G. D+L Load: Deflection L / 180 Shear stress: fv = 11 7. Unbraced top edge psi ; in region of +M ( ft ): Lu = 0 o'/ boll . 4z- Q_ �CO, k lI'll- G. Unbraced bottom edge Dead Load Deflection = .279 in in region of -M ( ft ): Lu = 0 Live Load Deflection = .499 in 9. Eff span lgth ratio: le/lu= 1 .92 10. Allowed overstress .01 = L% 647 D+L Load Deflection = .778 in 11 . Enact Beam WIDTH ( in): b = 6.75 = L/ 412 Allowable bending stress . for +M: F'b = 2615 psi RF S for -M: F'b - 2615 psi TECH CENTER II CONCENTRATED LOADS: CONCENTRATED LOADS CONCENTRATED LOADS: P - 1 DL - 2.75 kips P - 1 OL - 2.7S kips P - 1 DL - 2.7S kips LL - 0 kips LL - 4.92 kips LL - 4.92 kips X = 7.S ft X - 6 ft X = 4 ft P - 2 OL - 2.75 k1p3 P - 2 OL = 2.75 kips P - 2 DL - 2.75 kips LL - 0 kips L' - 4.92 kips LL -= 4.92 kips X = 1.5.5 ft X = 14 ft X = 12 ft P - 3 DL = 2.75 kips P OL - 2.75 kips P - 3 DL 2.75 1. Ip5 LL = 0 kip3 LL = 4.92 kips LL 4.92 kips X = 23.5 ft X = 2'' ft X = 20 ft P - 4 01 = 2.75 kips P - 4 OL = 2.75 kips P - 4 DL = 2.75 kips LL I kips LL = 4.92 kips LL = 4.92 kips X = 31 .S ft X = 30 ft X = 28 ft P - 5 OL - 2.7S kips P - 5 DL = 2.75 kips P - 5 DL = 2.75 kips LL = 0 kin6 LL = 4.92 kips LL 4. 92 kips X = 39.5 ft X = 38 ft X 36 f " P - 6 DL� = 2.75 kips P - 6 OL = 2.75 kips LL 0 kips LL = 4.92 kips X = 47.5 ft X = 46 ft 9.33 ft 10.75 ft hinge --- ------ --- hinge >I<-------; � � , . Bt1-1 I I BM I I Br, 5. 1ZS�. Z'Z.5. 6.75x 31 .5 5.71 k 30.55 k 49.42 k 15.2 1. I 49.5 ft SO f+ 37.5 ft Beam Marl 1 GLU-LAM BEAM - DESIGN CRITERIA BEAM SIZE 5. 125 x 22.5 I 1 . Allowable Bending,psi : Fb = 2400 Bending stress: +M fb = 1889 psi 2. Allowable Shear, psi Fv = 16E.i for +M = 68.06 k-ft 3. Mod of Elasticity, psi : E = 1800000 -M fb = 0 psi 4. Duration of lead factor = 1 for -M = 0 k-ft S. Live Load: Deflection L 360 G . D+L Load Deflection L / 240 Shear stre5si fv = 86 psi 7. Unbraced top edge for- U = 6 .63 kips in region of +M ( ft ) Lu = 0 B. Unbraced bottom edge Dead Load Deflectior - 2.256 in in region of -M ( ft ): Lu = 0 Live Load Deflection - 0 in 9. Eff span Lyth ratio 1e/lu= 1 .92 14. hllowed ovar5+ress: (.1 100= .01 1R 0• L Load Deflection = 2.256 in 1 11 P,mr+ Ream WTnTN ! i n l: h = I Allowable bending stress for +M: F'b - 2238 Psi for -M: F'b - 33 +a Psi Beam Marti. 2 ------------------------------- GLU-LAM BEAM - DESIGN CRITERIA BEAM SIZE 5.75 , 31 .5 ------------------------------- 1 . Allowable Bending,psi : Fb = 2400 Bending stress +M Fb 1811 Psi . Allowable Shear, psi : Fv - 16S for +M = 168.42 k-ft 3. Mad of Elasticity, psi : E 1800000 -M fb =-2119 psi 4. Duration of load factor- = 1 . 15 for -M =•-197. 13 k-ft S. Live Load: Deflection ; L / 240 ✓� G. D+L Load Deflection < L / 180 Shear stress: fv = 185 psi 7. Unbraced top edge for V = 26.26 1:.1P5 in region of +M ( ft ) : Lu = 0 B. Unbraced bottom edge Dead Load Deflection = .247 in Live Load Deflection in region of -M ( ft ): Lu = 0 = / 358 Lin 9. Eff span lgth ratio: le/lu= 1 .92 = L/ 3 10. Allowed over5tress: (% )/100= .01 D+L Load Deflection = 1 .918 in 11 . Exact Beam WIDTH ( in): b = 6 .75 = L/ 312 Allowable herding 5`re5s : for +M: F'b = 2479 psi for -M: F'b = 2479 psi CANTILEVER DEFLECTIONS ---------------------- LEFT CANT OL Defl = . 189 in LEFT CANT- LL Defl =-1 . 104 in LEFT CANT: D+L Defl =-.916 in RGHT CANT: OL Deft = . 161 in RGHT CANT: LL Defl --.416 in RGHT CANT: D+L Defl =-.255 in Bear Mark. 3 ------------------------------- GLU-LAM BEAM - DESIGN CRITERIA BEAM SIZE : 5. 125 24 --------------------------- ---- -- ------ 1 . Allowable Bending,psi. Fb = 2400 Bending stress: +M fb = 2022 psi 2. Allowable Shear, psi : Fv = 165 for- +M = 82.89 k- Ft 3. Mod of Elasticity, psi : E = 1800000 -M fb = 0 psi 4. Duration of load factor = 1 for -M = 0 k-ft 5. Live Load: Deflection i L / 360 6. D+L Load: Deflection < L / 240 Shear stress: fv = 95 Psi 7. Unbraced top edge for V = 7.81 kips in region of +M ( ft ): Lu = 0 Dead Load Deflection = . 19'� in 8. Unbraced bottom edge in region of -M ( ft ) : Lu = 0 Live Load Deflection = .352 in 9. Eff span lgth ratio: le/lu= 1 .92 = L/ 91 : 10. Allowed overstress ( % )/'100= .01 1,.L LoaA Deflection = .549 in 11 . E.•act Beam WIDTH ( in ): b = 5. 125 L/ 584 AllDweble bending stress : for +M: F'b 22.22 Psi K� 7 for -M: F'b - 2222 psi WXIKK TECH CENTER II CONCENTRATED LOADS: CONCENTPATED LOADS CONCENTRATED LOADS: P - 1 DL = 2.75 kips P - 1 DL = 2.75 kip. P - 1 DL = 2.75 kips LL - 0 kips LL - 4.92 kips LL - 0 kips X a 7.5 ft X = 6 ft X - 4 ft P - 2 OL 2.75 kips P - OL 2.75 kips P - 2 OL = 2.75 kips LL 0 kips LL = 4,92 kips LL = 0 kips X = 15.5 ft X = 14 ft X = 12 ft P - 3 OL = 2.75 kips P - 3 OL = 2.75 kips F - 3 OL = 2.7S kips LL = 0 kips LL - 4.92 k.ps LL - 0 kips X = 23.5 ft X - 22 ft X - 20 ft P - 4 DL = 2.75 kips P - 4 OL = 2.75 kips P - 4 OL = 2.75 kips LL - 0 kips LL - 4.92 kips LL. = 0 kips X = 31 .5 ft X = 30 ft X = 28 ft P - 5 DL = 2.7S I,ips P - 5 UL = 2.75 kips P - 5 DL = 2.75 I; ips LL = 0 kips LL = 4.92 kips LL = 0 kips X = 39.S ft X - 38 ft X = 36 ft P - 6 OL = 2.75 kips P - 6 DL = 2.75 kips LL = 0 kips Ll- = 4.92 kips X = 47.5 ftX = 46 ft 9.33 ft 10.75 ft hinge --- � -----_ , � � ,- -` "--•- hinge BM-1 I BM ; ; BM-3 5 12S>, 22.5 - 6.75x 3'.5 5. 1 5•. 13.5' , 5.71 k JJ.OS k 32 .03 k 5.45 k 49.5 ft 50 ft 37.5 ft Bear, Mark 1 GLU-LAM BEAM - DESIGN CRITERIA BEAM SIZE 5. 125 x 22.5 ------------------------------ --------- 1 . Allowable Gerding.psi Fb = 2400 Bending stress: +M fb = 1389 psi 2. Allowable Shear. nsi ; Fv = loS for +M = 69.06 k-ft 3. Mod of Flasti.:ity, psi E = 1800000 -M fb = 0 psi 4. Duration of load factor = 1 for -M = 0 k-ft 5. Live Load! Deflection ,. L / 360 G. D+L Load Deflection L / 240 Shear .tress : fv = 86 psi 7. Unbraced top edge for V - 6 .6' kips in region of +M ( ft ) Lu = 0 B. Unbraced bottom edge Dead Load Deflection = 2.2S6 in in region of -M ( ft ) Lu = 0 Live Load Deflection = 0 in 9. Eff span lgtn ratio: le/lu= 1 .52 10. Allowed overstress ( % )/100= .01 D+L Load Deflection = 2.256 i,i 11 F.ar1 Ceram WTnTN / in e h = q 1^r. = I / "+17 Allowable bending stress for +M: F'b = 2236 psi for -M: F'b = 2238 psi Beam Marl 2 ------------------------ GLU-LAM BEAM - DESIGN CRITERIA BEAM SIZE 6.75 A-3'5 --•---------------------------- --------- t4-27_ 1 . Allowable Bending,psi : Fb = 2400 Bending stress +M fb = 2lr7 psi 2. Allowable Shear, psi : Fv - 16S for +M 225.32 k-ft Mod of Elasticity, psi : E = 1800000 -M fb =-789 psi 4. Duration of load factor = 1 . 15 for -M -80.55 k-ft S. Live Load: Deflection L / 240 S. "+L Load Deflection < L / 180 Shear stress: fv = 160 psi 7. Unbraced top edge for V - 23.73 lips in region of +M ( ft ): Lu - 0 8. Unbraced bottom edge Dead Load Deflection - ."IS in in region of -M ( ft ): Lu = 0 Live Load Deflection = 2.392 in .ywovLb NQ, 9. Ef ; span lgth ratio: le/lu= 1 .92 = L/ 2S0--- C4 Olt 10. Allowed over5tre55: (%. )/100= .01 D+L Load Deflection - 2 .607 in a94 FzV-0;1 11 . Exact Beam WIDTH ( in ): b = 6.75 = L, 230 UNLIYA L"-,-jc.1:0 Allowable bending 24-11 stras5 : for +M: Ph = psi for -M: r'b - psi 14-79 CANTILEVER DErLECTIC)NS ----------------------- LEFT CANT: DL Def] = . 164 in LEFT CANT: LL Def! =-1 .427 in LEFT CANT D+L Deft =-1 .264 in RGHT CANT: DL Deft = . 14 in RGH1 CANT LL Deft =-1 .6E+1 in RGHT CANT D+L Deft =-1 .511 in Beam Mark: 3 ------------------------- ------ GLU-LA1l BEAM - DESIGN CRITERIA BEAM SIZE : S. I�S 1-3.5 ------------------------------- 1 . Allowable Bending,psi : Fb = 2400 Rending stress - +M fb = "291 psi 2. Allowable Shear-, psi : Fv - 16S for +M = 29.7' l,-Ft 3. Mod of Elasticity, psi : E = 1800000 -'1 fb = 0 p51 4. Duration of load factor = 1 f<, -M = 0 k -ft S. Live Load: Deflection L / 360 G. D+L Load: Deflection < L / 240 Shear stress fv = 108 psi 7. Unbraced top edge for V = S kips in region of +M ( ft ): Lu = 0 B. Unbraced bottom edge Lead Load Deflection = 1 . 106 in in region of -M ( ft ): Lu - 0 Live Load Deflection 0 in 9. Eff span lgth ratio le;'lu= 1 .92 M Allowed over•.tres5: ( % )/100= .01 D+L Load Deflection = 1. 106 in 11 . E,.,act Beam WIDTH ( in ): b - S. 125 = L/ 290 Allowable bending stress: for- +M: Pb = 2368 psi 12F f fcrr -M: Pb = 2369 psi TECH CENTER II CONCENTRATED LOADS CONCENTRATED LOADS: CONCENTRATED LOADS: P - 1 DL = 2.75 kips P - 1 DL - 2.75 kips P - l DL - 2.75 kips LL - 4.92 kips LL - 4.92 kips LL = 0 kips X 7.5 ft X = 6 ft X = 4 ft P - 2 DL 2.75 kips P - 2 OL 2.75 kips P - 2 DL = 2.75 kips LL = 4.92 kips LL 4.92 kips 1.L = 0 kips X = 15.5 ft X 14 ft X = 12 ft P - 3 DL = 2.7S kips P - 3 DL. Z .75 kips P - 3 DL = 2.75 kips LL = 4.92 kips LL = 4.92 kips LL = 0 kips X = 23.5 ft X - 212 ft X = 20 ft P - 4 DL = 2.75 kips P - 4 DL = 2.75 kips P - 4 OL = 2.75 kips LL = 4.92 kips LL = 4.92 kips LL - 0 kips X = 31 .5 ft X = 30 ft X = 28 ft P - 5 DL = 2.75 kips P - 5 DL = 2 .75 kips P - 5 DL = 2.75 kips LL = 4.92 kips LL = 4.92 kips LL = 0 kips X = 39.5 ft X = 38 ft X = 36 ft P -- 6 OL = 2.7S kips P - 6 DL = 2.75 kips LL = 4.92 kips LL = 4.92 kips X = 47.5 ft X = 46 ft 9.33 ft 10.75 ft hinge - -. ; -----? ; ----- --- hinge BM-1 ; 6M ; BM-3 5. 1Z5,. 36 \\ \60 S.75x 31.5 5. 12S`13.5^ 15.91 k 55.27 k 29. 15 k 5.45 k 49.5 f� 50 ft 37.5 ft Beam Marl 1 -------------------------------- GLU-LAM BEAM - DESIGN CRITERIA BEAM SIZE 5. 125 x 36 1 . Allcwable Bending,psi : Fb = 2400 Bending stress +M fb = 2056 psi 2. Allowable Shear, psi Fv = 165 for +M = 189.83 k-ft 3. Mod of Elasticity, psi E - 1800000 -M fb = 0 psi 4. Duration of load factor = 1 for -M = 0 k-ft S. Live Load Deflection <' L / 360 6 . D+L Load Deflection L / 240 Shear stress fv = 129 p_ i 7. Unbraced top edge for V = 15.91 kips in region of +M ( ft ) Lu - 0 8. Unbraced bottom edge Dead Load Deflection = .SS1 in in region cf -M ( ft ): Lu = 0 Live Load Defltction = .985 in 9. Eff span lgth ratio: le/lu= 1 .92 - L,' 489 f2r 10 10. Allowed overstress: ( ;, )/100= .01 O+L Load DeFlecti;n = 1 .536 in Allowable bending stress: for +M: F,b = 2124 psi for -M: F'b = 2124 psi Beam Mark - GLU-LAM BEAM - DESIGN CRITERIA - ------------------- BEAM SIZE : 6.75 r 31 .5 1 . Allowable Bending,psi : Fb - 2400 Bending stress: +M fb 2. Allowable Shmar, psi : Fv = 165 1744 psi 3. Mod of Elasticity, psi : E for +M - 162.26 k-ft 4. Duration of load factor - 1. 15 --M fb =-2415 1 . 15 psi 5. Live Load: Deflection L / 240 for -M =-224.66 k-f{ 6. D+L Load: Deflection < L / 180 7. Unbraced top edge Shear stress fv = 178 psi L� in region of +M eft ): Lu = 0 for V - 25. 17 kips 8. Unbraced bottem edge in region of -M ( ft ): Lu = 0 Dead Load Deflection - .247 in 9. Eff span ]gth ratio: le/lu= 1 .92 Live Load Deflection = 1 .521 in 10. Allowed overstress • (%, )/100= .01 = L/ 394 11 . Exact Seam WIDTH ( in): b6.75 D+L Load Deflection - 1 .768 in = Allowable bending = L/ 339 stress : for +M: F'b = 2479 psi for -M: F'b = 2479 psi CANTILEVER DEFLECTIONS ------------------------ LEFT CANT: OL DeFI = . 188 in LEFT ''-ANT LL Defl =-.2 in LEFT CANT: O+L Deft =-.012 in RGHT CANT: DL Deft = . 161 in RGHT CANT: LL Defl =-1 . 19;; in RGHT CANT: D+L Defl =-1 .032 in Bear Mark 3 - ------------------------------ GLU-LAM BEAM - DESIGN CRi:TERIA ---------- ---------------------- ------------_--_ BEAM SIZE 5. 125 x 13.5 I . Allowable Bending,psi Fb = 241p Bending stress +M fb = 2. Allowable Shear, psi . Fv = 165 "91 psi 3. Mod cf Elasticity, psi : F = 1800000 for +M = 29.72 k.-ft 4. Duration of loed factor a 1 -M fb = 0 psi S. Live Load: Deflection L / 360 for, -M = 0 k. -ft S. D+L Load: Deflection L 240 7. Unbraced top edge Shear stress: fv = 108 p=i in region of +M ( Ft ): Lu = 0 for V = 5 kips 8. Unbraced bottom edge Oead Load Deflection = 1 . 106 in region of -M ( ft ): Lu = 0 in sin Live Load Deflection = 0 9. Eff span 19th ratio: le/lu= 1 . 97 10. Allowed over= ':re s ( % )/100= .Ol 11 . Exact Beam WIDTH ( in ): b = 5. 12.5 D+L Load De"lection = 1 . 1(16 in Allowable bendiro = L. 190 stress: for +M F'b - 2368 psi for -M: F'b - 2368 psi �s TECH CENTER II CONCENTRATED LOADS: CON . .."TRATED LOADS; CONCENTRATED LOADS: P - 1 OL - 2.75 kips P - 1 DL = 2.75 kips P - 1 OL - 2.75 kips LL = 4.92 kips LL - 4.92 klpe LL - 4.92 kips X - 1.25 ft X = 2 ft X = 8 Pt P - 2 DL - 2.75 kips P - 2 DL = 2.75 kips P - 2 OL 2.75 kips LL - 4.92 kips LL = 4.92 kips = LL 4.92 kips X - 9.25 ft X - 10 ft X = 16 ft P - 3 OL = 2.75 kips P - 3 OL = 2.75 kips F - 3 DL = 2.75 kips LL 4.92 kips LL - 4.92 kips LL = 4.92 kips r X 17.25 ft X = 18 fi X = 24 ft P - 4 DI- = 2.75 kips P - 4 DL = 2.75 kips P - 4 OL = 2.75 kips LL = 4.92 kips LL = 4.92 I: ips LL = 4.92 kips X = 25.25 ft X = 26 ft X = 32 ft P - S DI- = 2.75 kips F - S DL = 2.75 lips LL = 4.92 kips LL = 4 .92 kips X - 33.25 ft X = 34 ft P - 6 Dl- = 2.7S kips LL = 4.92 kips X 41' ft P - 7 DL = 2.7S kips LL = 4.92 kips X = 50 ft 12.5 ft 12.5 ft I g ! ------- --- hinge BM-3 BM-4 I - I BM-S 6.75x 19.5 6.75x 33 i 6.75x 18 15. 18 k 49.02 I: 10.SP I: ----------------------- 39. 15 ft 50 ft 37.5 ft Beam Marl. 3 GLU-LAM-BEAM---DESIGN-CRITERIA BEAM SIZE 6.75 x 19.5 1 . Allowable Bending,psi Fb = 2400 Bending stress +M fb = 2a2 2. Allowable Shear, 6 psi Psi ' Fv = 165 for +M = 82.93 l -ft 3. Mod of Elasticity, psi : E = 1800000 -M + = 0 psi 4. Dcration of load factor = 1 . 15 for -M = 0 k-ft S. Live Load Deflection L / 240 6 . D+L Load Deflection < L / 180 Shear stress : fv = 173 psi 7. Unbraced top edge for V = 15.2 kips 12 IZ In regian �f +M ( ft ): Lu = 0 R Ilnhraris � hn++nm ^Hne ns,gri I = C, 1 ^ i n in region of -M ( ft ): Lu = 0 Live Load Deflection = .93 Z in 9. Eff span loth ratio: le/lu= 1 .92 = L/ 344 10. Allowed over3tre55: ( � )/100= .01 D+L Load Deflection = 1 .454 in 11 . EAact Beam WIDTH ( in) : b = 6.75 = L/ 220 Allowable bending stress: for +M: F'b = 2615 psi for -M: F'b = 261; psi Beam Mark. 4 GLU-LAM BEAM - DESIGN CRITERIA BEAM SIZE 6.7S x 33 ------------------------------ --------- 1 . Allowable 8ending,psi : Fb = 2400 Bending stress : +M fb = 733 psi Allowable Shear, psi : Fv = 165 for +M = 74.92 k--ft 3. Mod of Elasticity, psi : E = 1800000 -M fb =-2311 psi 4. Duration of load factor = 1 . 15 for -M =-235.98 k.-ft S. Live Load: Deflection < L / 240 G. D+L Load: Deflection < L / 180 Shear stress : fv = 1S4 p51 7. Unbraced top edge for V = 22 .87 kips in region of +M ( ft ): Lu = 0 B. Unbraced bottom edge Dead Load Deflection = . 112 in in region of -M ( ft )- Lu = 0 Live Load Deflection = .201 in 9. Eff span lgth ratio: le/lu= 1 . 92 = L/ 298S 10. Allowed over5tre5s: (S: )/100= .01 D+L Load Deflection = .313 in 11 . Exact Beam WIDTH ( in ): b = 6.75 = L/ 1914 Allowable hending stress for +M: F'b = 2466 psi. for -M: F'b = 2466 psi CANTILEVER DEFLECTIONS ---------------------- LEFT CANT: DL Defl = .3S8 in LEFT CANT: LL Defl = .64 in LEFT CANT: D+L G,FI = .998 in RGHT CANT OL Defl = .3: in RGHT CANT: LL Defl = .5. 3 in RGHT CANT D+L Defl = .89' in Beam Mirk 5 6LU-LAM BEr1M - DESIGN CRITERIA BEAM SIZE : 6.75 r: 18 1 . Allowable Bending,psi : Fb = 2400 Beading stress : +M fb - 2648 psi 2. Allowable Shear, psi : Fv = 165 for +M = 80.44 k -ft 3. Mod of Elasticity, psi - E = 1800000 -M fb = 0 psi 4. Duration of load factor = 1 . 15 for -M = 0 1:-ft S. Live Load Deflection < L / 240 I 6. D+L Load Deflection <: L / 180 Shear stress : fv = 153 psi 7. Unbraced top edge for V = 12 .43 I. if)s in region of +M ( ft ) L. = 0 I'/t bogy: 8. Unbraced bottom edge Dead Load Deflection = in in region of -M ( ft ): Lu = 0 Live Lead Deflection = .359 in 9. Eff span lgth ratio: le/lu= 1 .92 = L/ 837 10. Allowed over5tre55: (% )/100= .01 D+L. Load Defle•:tton = .558 in 11 . E,act Beam WIDTH ( in ): b = E .7S = L/ 537 Allni,ahlo honrltnn A stress for +M: F'b = 2638 P51 for -M: F'b = 2638 psi �F ►4- TECH CENTER II CONCENTRATED LOADS: CONCENTRATED LOADS: CONCENTRATED LOADS: P - 1 OL - 2.75 kips P - 1 DL = 2.75 kips P - 1 OL - 2.75 kips LL 0 kips LL - 4.92 kips LL - 4.92 kips X v 1 .25 ft X - 2 ft X = 8 ft P - 2 OL 2.75 kips P - 2 DL 2.75 kips P - 2 DL - 2.75 kips LL 0 kips LL = 4.92 kips LL = 4.92 kips X = 9.25 ft X = 10 ft X - 16 ft P - 3 OL = '.75 kips P - 3 OL - 2.75 kips a - 3 OL = 2.75 kips LL 0 kips LL = A .92 k i.pe LL = 4.92 kips x = 17.25 ft X = L9 ft X = 24 fl P - 4 OL = 2.75 kips P - 4 OL = 2.75 kips P - 4 01- = 2.75 kips LL = 0 kips LL = 4.92 kips LL 4.9" kips X = 25.25 ft X = 26 ft X 32 ft P - 5 DL = 2.75 ki.ps P - 5 DL = 2 .75 kips LL = 0 kips LL = 4.92 kips X = 33.25 ft X = 34 f t j P - 6 DL = 2.75 kips LL - 4.92 kips X = 42 ft P - DL = 2.75 kips LL = 4.92 kips X -- 50 ft S 12.5 ft 12 .5 ft j --- hinge ---` � :------> � ------ ` hinge BM-3 I BM-4 I I BM-5 5. 125x 15 6.75, 31 .5 5. 125,E 22 .5 ' 5.55 k 31 .33 k 50.66 k 10.58 k 1 ' ' ------------ --------- ____ __ 39.25 ft 50 ft 37.5 ft Beam Marl- 3 GLU-LAM BEAM - DESIGN-CRITERIA BEAM SIZE 15 1 . Allow,.hle Bending,psi : Fb = 2400 Bending stress for fb 188S6Psi klft 2 . Allowable Shear, pa-1 : Fv = 165 ` 3. Mod of Elasticity, psi E = 1800000 -M fh = 0 psi 4. Duration of load fact(„ = 1 for -M = 0 k-ft 5. Live Load Deflect101 L / 360 G . O+L Load Deflection L / 240 Shear stress for fU SO4S pkips 7. Unbraced top edge in region of +M ( ft ); Lu = 0 8. Unbraced bottom edge Dead Load Deflection = 1 .509 in t2� 1� in region of -M ( ft ) Lu = 0 Live Load Deflection = 0 in 9. Eff span lgth ratio- le/lu= 1 .92 10. Allowed o\erstress ( % )/100= .01 ^ n�i i �A necio i , . , - I crna 11 . Exact Beam WIDTH ( in ): b = S. 125 = L/ 212 Allowable bending stress: for AM: F'b = 2341 psi 1 for -M: F'b = 2341 psi Beam Mark 4 ------------------------------ --------- GLU-LAM BEAM • DESIGN CRITERIA BEAM SIZE : 6.75 x. 31 .5 1 . Allowe.ole Bending,psi : Fb - 2400 Bending stress. +M fb 1596 psi 2 . Allowable Shear, psi : Fv = IGS for +M 148.49 k-ft 3. Mod of Elasticity, psi : E - 1600000 -M fb =-2329 psi. 4. Duration of load factor - 1 . 15 for -M =-216.68 ! -ft S. Live Load Deflection < L / 240 6 . O+L Load: Deflection < L / 180 Shear stress: fv = 161 psi 7. Unbraced top edge for V = 22.89 kips in region of +M ( ft ): Lu 0 B. Unbraced bottom edge Dead Load Deflection = .129 in in region of -M ( ft ): Lu = 0 Live Load Deflection = 1 .523 in 9. Eff span lgth ratio: le/lu- 1 .92 = L/ 394 10. Allowed overstress: ( %. )/100= .01 D+L Load Deflection = 1 .652 in 11 . Exact Beam WIDTH ( in ): b = 6.75 = L/ 363 Allowable bending stress: for +M: F'b - 2479 psi for -M: F'b = ''479 psi CANTILEVER DEFLECYIONS LEFT CANT: DL Defl = .411 i, LEFT CANT: LL Defl =-1 .38' in LEFT CANT: D+L Defl =-.972 in RGHT CANT: DL DefI = .368 in RGHT CANT: LL Defl = .202 in RGHT CANT: O+L Defl = . 166 in Beam Mark S GLU-LAM E.EAM - DESIGN CRITERIA BEAM SIZE : 5. 125 27 .S -------------------------------- 1 . Allowable Bending,psi : Fb = 2400 Bending stress : +M fb = 2232 psi 2. Allowable Shear, psi : Fv = 16S for +M = 80.44 t -ft 3. Mod of Elasticity, psi : E _ .1.800000 -M fb = 0 pai 4. Duration of load factor = 1 for -M = 0 k -ft S. Live Load: Deflection L / 360 6 . D+L Load: Deflection L / 240 Shear stress : fv = 162 psi 7. Unbraced top edge for V = 12.43 kips in region of +M ( ft ): Lu = 0 8. Unbraced bottom edge Dead Load Deflection a .135 in in region of -M ( ft ): Lu = 0 Live Load Deflection = .242 in 9. Eff span lgth ratio: le/lu= 1 .92 = L/ 1241 10. Allowed over stress : ( I' U 100= .01 O+L Load Deflectior = . 77 in 11 . Exact Beam VIDTH ( in ): a = 5. 125 = L/ 796 Allowable bending stress : for 4•M: F'b = 2238 psi Kf 1(0 for -M: F'b = 2238 psi TECH CENTER II CONCENTRATED LOADS: CONCENTRATED LOADS CONCENTRATED LOADS: P - 1 OL = 2.75 kips P - 1 OL = 2.75 kips P - 1 OL - 2.75 kips LL = 0 k_as LL = 4.92 kips LL - 0 kips X = 1 .2S ft X = 2 ft X 8 ft P - 2 OL = 2.75 kips P - 2 OL = 2.75 kips P - 2 DL = 2.75 kips LL 0 kips LL = 4.92 kip! LL 0 kips X 9.25 ft X = 10 ft X 16 ft P - 3 DL 2.75 kips P - 3 DI- 2.7S kips P - 3 OL = 2.75 kips LL = 0 kips LL = 4.92 kips LL = 0 kips X = 17.25 ft X = 18 ft X = 24 ft P - 4 DL = 2.7S kips P - 4 DL - 2.75 kips P - 4 OL = 2.75 kips LL = 0 kips I-L = 4.92 kips LL = 0 kips X = 25.25 ft X = 26 ft X = Z2 ft P - 5 OL = 2.75 kips P - 5 DL = 2.75 kips LL = 0 kips LL = 4.92 kips X = 33.25 ft X - 34 ft P - 6 OL = 2.7S hips LL = 4.92 lips X = 42 ft P - 7 DL = 2.75 kips LL = 4.92 lips X = 50 ft 1.".S ft II .S ft hinge -- I --- ; --- I '---- hinge BM-3 I I BM-4 I BM-S 5. t25.. 15 6 .75 . 33 13.S ' 5.55 k 34. 11 k 34.99 k 3.8 k 39.25 ft SCJ ft 37.S ft Beam Marl 3 GLU-LAM BEAM - DESIGN CRITERIA BEAM SIZE 5. 125 x 15 1 . Allowable Bending,psi : Fb - 2400 Bending stress +M fb 1856 psi 2. Allowable Shear, psi Fv = 165 for +M = 29.73 k-ft 3. Mod of Elasticity, psi E _ !g00000 -M fb = 0 psi 4. Duration of load factor = 1 for -M = 0 k--ft 5. Live Load. Deflection L / 360 6. D+L Load Deflection L ! "140 Shear stress fv = 106 psi 7. Unbracec' top edge for U = 5.45 kips in region of +M ( ft ): Lu = 0 B. Unbraced bottom edge Dead Load Deflection = 1 .509 in in region of -M ( ft ): Lu = 0 Live Load Deflection x 0 in (:F 1-7 9. Eff span lgth ratio: le/lu= 1 .92 10. Allowed overstress : ( % )/100 .01 rl.I I r,nri fls.f i Pr 4 i rn - I roq ll . EAaCt Beam WIDTH ( in ): h = S. 123 = L/ 212 Allowable bending stress: for +M: F'b - 2341 psi for -M: F'b - 2341 psi Seam Mark 4 GLU-LAM BEAT! - DESIGN CRITERIA BEAM SIZE 6.75 x 33 1 . Allowable Bending,psi : Fb - 2400 Bending stress . +M fb = 2152 psi 2. Allowable Shear, psi: Fv = 165 for +M - 219.69 k-ft 3. Moi; of Elasticity, psi : E = 1800000 -M fb --829 osi 4. Duration of load factor - 1 . 15 for -M =-84.61 I:-ft S. Live Losd: Deflection L / 240 G. D+L Load Deflection L / 180 Shear stress : by = 1:S psi 7. Unbraced top edge for V = 20. 11 kips in reg on of +M ( ft ): Lu - 0 3. Unbraced bottom edge Dead Load Deflection - .112 in in region of -M ( ft ): Lu = 0 Live Lead Deflection - 2.356 in 9. Eff span lgth ratio le/lu= 1 .0 - L/ '.:54 10. Allowed overstress : (%. )/100= .01 D+L L ;ad Deflection - 2.463 in 11 . Exact Beam WIDTW ' in): b = 6 .75 = L/ 243 Allowable bending stress: for +M: F'b = 2466 psi for -M: F'b = 2466 psi CANTILEVER DEFLECTIONS ----------------------- LEFT CANT: DL Defl = .358 in LEFT CANT: LL D,-Fl =-1 .891 in LEFT CANT: D+L Defl =-1 .!;33 in RGHT CANT: OL Defl = .32 in RGHT CANT: LL Defi =-1 .871 in RGHT CANT- D+L Defl =-1 .551 in Beam Mark 5 ------------------------------- --------- GLU--LAM BEAM - CU IGN CRTTERIA BEt+M SIZE : 5. 125 11.5 1 . Allowable Bendi-ig,psi : Fb s 2400 Bending stress: +M fb = 2223 psi 2. Allowable Shear, psi Fv = 16S for +M 28.34 b:-ft 3. Mod of Elasticity, psi : E = 1800000 -M fb = 0 psi 4. Dur:itiun of load factor 1 for -M = 0 k-ft S. Live Load: Deflert:on L / 360 S. D+L Load: Oeflection <. L / 240 Shear stress : fv 97 psi 7. Unbraced top eJge for V = 4.46 kips In region of +M ( ft ): Lu a 0 8. Unbraced bottom edge Dead Load Deflection 625 in in region of -M ( ft ): Lu 0 Live Load Oeflectloi = 0 in 9. Efi rpar lgth ratio: le/lu= 1 .92 10. Allowed over5tre55 : ( ti :/100= .01 D+L Load Defl:�,ciion = .625 in 11 . Exact Beam WI['- I ( in ): b = 5. 125 = L/ 479 Allowable bending stress- for +M: Ph = 2368 ps 2f= IPJ 7 for -M: Pb - :368 p- TECH CENTER II CONCENTRATED LOADS: CONCENTRATED LOADS. CONCENTRATED LOADS : P - 1 DL - 2.75 kips P - 1 DL - 2.75 kips P - 1 DL - 2.75 kips LL = 4.92 kips LL = 4.92 kips LL = 0 kips X = 1 .25 ft X = 2 ft X - 8 ft P - 2 OL = 2.75 kips P - 2 DL - 2.75 kips P - 2 DL = 2.75 kips LL = 4.92 kips LL - 4.92 kips LL. = 0 kips Y, = 9.25 ft X - 10 ft X = t6 ft P - 3 OL = 2 .75 kips P - 3 OL = 2.75 kips P - 3 OL - 2.75 kips LL a 4.92 kips LL = 4.9Z kips LL = 0 kips X = 17.25 ft X = 18 ft X = 24 ft P - 4 DL = 2.7S kips P - 4 DL = 2.75 kips P - 4 DL - 2.75 kips LL = 4.92 kips LL = 4.92 kips LL = 0 kips X = 25.25 f'. X = 26 ft X = 32 ft P - 5 DL. = 2-75 kips P - 5 DL = 2.75 lips LL = 4.92 kips I-L = 4.92 kips X = 33.25 ft X = 34 ft P - 6 DL = 2.75 kips LL = 4.92 kip=- X = 42 ft P - 7 DL = 2.75 kips LL = 4.92 kips Y = SO ft 12.5 ft 17.S ft hinge --- '------" -- 1 - - hinge BM-:j 1 BM-4 ! I BM-5 5. 125:• 23.S 6.75,. 33 _ 5 . 125.« 13.S' 15.48 I 51 .8 k 31 .96 k 3.8 k I ------------ ----------- 39.2S fl 50 ft 37.5 ft Beam Marl, 3 - GLIJ-LAM BEAM - OESIGN CRITERIA BEAM SIZE F . 125 A 25.5 ------------------------------ --------- 1 . Allowable Bending,psi : Fb = 2400 Bending stress +M fb = 1792 psi 2. Allowable Sheaf, psi - Fv = 165 for +M 82.93 1--ft 3. Mod of Elasticity, psi : E = 1800000 -M fb = 0 psi 4 . Duration of load factor = 1 Po~ -M = 0 k-ft S. Live Load: Deflection L / 360 G. D+L Load Deflection < L i 240 Shear stress ' fv = 160 psi 7. Unbraced top edge for U = 13.93 kips in region cf +M ( ft )' Lu = 0 S. Unbraced bottom edge Dead Load Deflection = .307 in in region of -M ( ft ): Lu = 0 Live Load Deflection - .549 in R r 9, Eff span lgth ratio le/lu= 1 .92 = L/ 584 1� qll n � n..arei'.^Pe6 : lL1/101n= 011 ri+I 1 4,4 n.+flnrl .. . = OCC 4� 11 . Exact Beam WIDTH ( in ) : b = 5. 125 = L/ 374 Allowable bending stress: for +M: F'b = 2207 p,si for -M: F'b - 2207 p �i Beam Marl: 4 ---------------•--------------- --------- GLU-LAM BEAM - DESTGN CRITERIA BEAM SIZE 6.75 x 33 ------------------------------ --------- 1 . Allowable Bending,psi : Fb - 2400 Bending stress : +M fb = 1448 psi 2. Allowable Shear, psi Fv - 165 for +M = 147.79 k-ft 3. Mod of Elasticity, psi : E - 1800000 -M fb =-2311 psi 4. Duration of load factor - 1 . 15 for -M =-235.98 k-ft S. Live Load: Deflection < L / 241 G. D+L Load: Deflection < L / 180 Shear stress : fv = 1S4 psi 7. Unbraced top edge for V _ 22.87 kips in region of +M ( ft ): Lu = 0 8. Unbraced bottom edge Dead Load Deflection = . 112 in in region of -M ( ft ): Lu = 0 Live Load Deflection 1 .232 in 9. Eff span lgth ratio: le/lu= 1 .92 = L/ 486 10. r' llowed overstress ( % )/100= .01 D+L Load Deflection = 1 .345 in 11 . Exact Beam WIDTH! ( in ): b = 6.75 = L/ 446 Allowable bending stress: for +M. F'b = 2466 psi for -M: F'b = 2466 psi CANTILEVER DEFLECTIW', ---------------------- - LEFT CANT: DL Defl = .358 in LEFT CANT: LL. Deft =-.048 in LEFT CANT: D+L Defl = .31 in RGHT CANT OL Defl = .32 in RGHT CANT: LL Defl =-1 . 122 in RGHT CANT: D+L Defl =-.802 in Beam Mark 5 --------------------------- GLU-LAM BEAM - DESIGN CPITEF4IA BEAM SIZE S. 125 13.5 ------------------------------ --------- 1 . Allowable Bending,psi : Fb = 7400 Bending stress- +M fb m 2223 psi 2 . Allowable Shear, psi Fv = 165 for +M = 28.84 k-ft Mod of Elasticity, psi - E = 1800000 -M fb = 0 psi 4 . Duration of load factor = 1 for -M = 0 k-f+. S. Live Load: Deflection < L / 360 b. D+L. Load- Deflection < L / 240 Shear stress: fv 97 psi 7. Unbraced top edge for V 4.46 kips in region of +M ( ft ): Lu 0 8. Unbraced bottom edge Dead Load Deflection = .625 in in region of -M ( ft ). ( ,1 - 0 Live Load Defle--tion = 0 in 9. Eff span lgth ratiD: le/lu= 1 .92 10. Allowed overstre5s : ( % )/100 .01 D+L Loa-' Deflection - .G25 in 11 . E.�act Beam WIDTH ( in ) b = 5. 125 = L/ 479 Allowable bending stress: for +M: F'b - 2368 psi for -M: F'b - 2368 psi TECH CENTER II CONCENTRATED LOADS: CGNCENTRATEO LOAUS: CONCENTRATED LOADS: P - 1 OL - 2.75 kips P - 1 OL - 2.7S kips P - 1 DL - 2.75 kips LL _ 4.92 kip! LL - 4.92 kips LL = 4.92 kips X - 3.5 ft X - 6 ft X - 4 ft P - 2 OL - 2.75 kips P - 2 OL - 2.75 kips P - 2 OL - 2.75 kips LL - 4,92 kips LL - 4,92 kips LL - 4.92 hips X - 11 .5 ft X - 14 ft X 12 ft P - 3 DI_ = 2.75 kips P - 3 OL - 2.75 kips P - 3 OL 2.75 kips LL = 4.92 kips LL - 4.92 kips LL 4.92 kips X = 19.5 ft X = 22 ft X 20 ft P - 4 DL. = 2.75 kips P - 4 DL = 2.75 kips P - 4 OL 2.75 kips LL - 4.92 kips LL = 4.92 kips LL a 4.92 ips X = 77.5 ft X 30 ft X = 28 f! P - 5 OL = 2.76 kips P - 5 OL = 2.75 kips P - 5 OL - 2.41 kips LL = 4.92 'rips LL = 4.92 kips LL = 4.31 kips X = 35.5 f! X = 38 ft X = 36 ft P - 6 OL = 2.75 lips P - 6 OL - 2 .41 kips LL 4.92 kips LL = 4.31 '<ips X = 46 ft X = 42 ft 12.5 ft 9.5 ft hinge --> I<----- , 1 1'------> ;'--- hinge BM-5 1 I BM-6 I I BM-7 6.75x 18 �^ 6.75x 33 i1 6.75x 30 Jq t2 .4-3 k 4?.99 k S" . 12 I 15.95 k -------------------- - -'----------------------- i 37.S ft 50 ft 49.5 ft Beam Mark 5 GLU-LAM BEAM - DESIGN C7ITERIA BEAM SIZE 6 .7S 19 1 . Allowable Bending,psi : Fb = 2400 Bending stress: +M fb = 2645 psi 2. Allowable Shear, psi : Fv = 165 for +M = 80.34 K-ft 3. Mod of Elasticity, psi : E = 1800000 -M fb = 0 psi 4. Duration of load factor - 1 . 15 for -M = 0 k-ft S. Live Load: Deflection L / 240 6. D+L Load Deflection L / 180 Shear stress : fv = 153 psi 7. Unbraced top edge for V = 12.43 kips in region of +M ( ft ) : Lu = 0 8. Unbr,aced bottom edge Dead Load 3eflection = .529 in in region of -M ( ft ) : Lu = 0 Live Load Deflection = .94S in 9. Eff span lgth ratio: le/l.u- 1 .92 = L/ 317 10. Allowed overstress : ( % )/100= .01 D+L Load Deflection - 1 .474 in 11 . Exact Beam WICTH ( in ): h = 6. r5 - L/ 203 Allowable bending stress : for +M: F'b = 2638 psi F ZI fnr -M PIH = 'CIA •+c . Beam Marl, 6 -------------------------------- GLU-LAM BEAM - DESIGN CRITERIA BEAM SIZE 6.7S ;� 33 1 . Allowable Bending,psi : Fb - 2400 Bending stress : -,M fb 7SO psi 2. Allowable Shear, psi : Fv = 165 for +M 76.61 k-ft 1. Mod of Elasticity, psi : E - 1800000 -M fb ---2208 psi 4. Duration of load factor - 1 . 15 for -M =-225.41 k•-ft S. Live Load: Deflection, L / 240 6. D+L Load: Deflection < L / 180 Shear, stress: fv = 190 psi 7. Unbraced top edge for V = 2j. 17 kips ire region of +M ( ft )• Lu - 0 8. Unbraced bottom edge Dead Lead Deflection = . 14 in in region of -M ( ft ): Lii = 0 Live Load Deflection = .251 in 9. Eff span lgth ratio: le/lu- 1 .92 = L/ 2-788 10. Allowed over5tress: (% )/100= .01 D+L Load Deflection - .392 in 11 . E.-,act Beam UIDTH ( in ): b = 6.75 = L/ 1531 Allowable bending stress: for +M: F'b = 2466 psi for -M: F'b = 2466 psi CANTILEVER DEFLECTIONS ---------------------- LEFT CANT: DL Defl = .307 in LEFT CANT: LL Defl = .549 in LEFT CANT. D+L Defl = .857 in RGHT CANT DL Defl = .203 in RGHT CANT: LL Deft = .363 in RGHT CANT: D+L Defl = .566 in Beam Msrl: 7 GLU-LAM BEAM - DESIGN CRITERIA BEAM SIZE : 6.75 30 I 1 . Allowable Bending,psi Fb = 3400 Bending stress +M fb 22_99 psi 2. Allcwable Shear, psi Fv = 165 for +M = 193. 9" i -ft 3. Mod of Elasticity, psi E = 1800000 -M fb = G psi. 4. Duration of lead factor - 1 . 15 for -M = 0 1 -ft S. Live Load: Deflection ' L / 240 G. D+L Load: Deflection L / 190 Shear stress : fv = 151 psi 7. Unbraced top edge nor ') - 20.34 lips in region of +M ( ft ): Lu = 0 (o�-1 > i.c� R= ;_moo ' B. Unbra^ed boitom edge Dead Load Deflectiun - .bu in in region of -M ( ft ): Lu = 0 Live Load Deflection . 1.217 9. Eff span lgth ratio: le/lu= 1 .92 = L/ 394 10. Allowed over5tress: ( % )/100= .01 D+L Load Deflection . 1 .897 in 11 . E,,.act Beam WIDTH ( in ): b = 6 .75 - L/ 2S3 Allowable bending stress - for +M F'b = 2492 psi for -M: F'b = 2492 psi f.'1= 7z- TECH CENTER II CONCENTRATED LOADS: CONCENTRATED LOADS: CONCENTRATED LOADS: P - 1 OL = 2.75 kips P - 1 OL - 2.75 kips P - 1 OL - 2.75 kips LL - 0 kips LL - 4.92 kips LL = 4.92 kips X = 3.5 ft X = 6 ft X - 4 ft P - 2 DL - 2.75 kips P - 2 OL - 2.75 kips P - 2 DL = 2.75 kips LL - 0 kips LL = 4.92 kips LL = 4.92 kips X = 11 .5 ft X = 14 ft X - 12 ft P - 3 OL - 2.75 kips P - 3 OL - 2.75 kips P - 3 OL = 2.75 kips LL _ 0 kips LL. = 4.92 kips LL - 4.92 kips X = 19.5 ft X = 22 ft X = 20 ft P - 4 DL = 2.7S kips P - 4 OL = 2.75 kips P - 4 DL = 2.75 kips LL - 0 kips LL = 4.92 kips LL - 4.92 kips X = 27.S ft X = 30 ft X = 28 ft P - 5 DL = 2.75 kips P - 5 OL = 2.7S kips P - 5 DL = 2 .41 kips LL - 0 kips LL = 4.92 kips Ll. = 4.31 kips X = 35.5 ft X - 38 ft X = 35 ft P - 6 DL = 2.75 kips P - 6 DL = 2.41 kips LL = 4.92 kips LL = 4.31 kips X = 46 f t X = 42 f t 12.5 ft 9.5 ft hinge ---: I ------` I I :------` I !--- hinge BM-5 I I BM-6 I I BM-7 5. 125x 13.5 6.75.-' 33 S. 12S... 3G I I I I 4.46 k: 28.49 k 55 k 15.95 l: I I I I 1 .-----------------------\ I - --------------------- i ,.--------.---------.-.----- 1 37.5 ft 50 ft 49.S ft Beam Marl- 5 GLU-LAM BEAM - DESIGN CRITERIA BERM SIZE : 5. 125 1 ------------------------------ --------- 1 . Allowable Bending,psi : Fb = 2400 Bending stress : +M fb - 2221 psi 2. Allowable Shear, psi : Fv - 165 for +M = 28.81 k -ft 3. Mod of Elasticity, psi : E - 1800000 -M fb = 0 psi 4. Duration of load factor = 1 for -M = 0 k-ft S. Live Load: Deflection < L / 360 G. D+L. Load: Deflection L 240 Shear stress : fv = 97 psi 7. Unbraced top edge for V = 4.46 kips in region of +M ( ft ): Lu - 0 8. Unbraced bottom edge Dead Load Deflection = 1 .65 in in region of -M ( ft ): Lu = 0 Live Load neflecticn - 0 in 9. Eff span lgth ratio: le/lu= 1 .92 1C. Allowed overstress: (%. )/100= .01 D+I Load Deflection = 1.65 in 11 . E>,act Beam WIDTH ( in ): b = 5. 125 = L/ 161 _ Allowable bending R F Z stress: for +M; F 'b = 2368 psi V-- -M C I L - -17-0 �.- i� Beam Marl 6 -- ------------------------------ GLU-LAM BEAM - DESIGN CRITERIP BEAM SIZE 6.75 33 ------------------------------- --------- 1 . Allowable Bending,psi : Fb - 2400 Bending stress : +M fb 1526 psi Allowable Shear, psi : Fv - 165 for +M - 155.76 k-ft 3. Mod of Elasticity, psi : E - 1800000 -M fb =--2208 psi 4. Duration of load factor - 1 . 15 for -M --225.41 k-ft S. Live Load: Deflection L / 240 G. D+L Load: Deflection L / 180 Shear Stress: fv - 190 psi 7. Unbraced tcp edge for V = 28. 17 kips in region of +M ( ft ): Lu - 0 B. Unbraced bottom edge Dead Load Deflection - . 14 in in region of -M ( ft ): Lu = 0 Live Lead Deflection = 1 .319 in 9. Eff span lgth ratio: le/lu= 1 .97 - L/ 454 10. Allowed overstress (% )/100= .01 D+L Load u^..flection - 1.46 in 11 . E.:act Beam WIDTH ( in ): b = e.75 = L/ 411 Allowable bending stress: for +M: F'b - 2466 psi for -1.1: F'b = 2466 psi CANTILEVER DEFLECTIONS ------------------------ LEFT CANT: OL Defl = .307 in L-EFT CANT: LL Defl =-1 . 197 in LEFT CANT: O+L Defl =-.89 in RGHT CANT: DL Deft = .203 in RGHT CANT: LL Defl =-. 178 in RGHT CANT: D+L Defl - .025 in Beam Marl: 7 -------------------------------- GLU-LAM BEAM - DESIGN CRITERIA BEAM SIZE : 5. 125 36 -------------------------------- 1 . Allowable Bending,psi : Fb = 2400 Bending stress +M fb = 2103 psi 2. Allowable Shear, psi : Fv = 165 for +M 193.97 1 -ft 3. Mod of Elasticity, psi : E = 1900000 -M fb = 0 psi 4. Duration of load factor = 1 for -M = 0 k-F 5. Live Load: Deflection < L / 360 G. D+L Load: Deflection L / 240 Shear stress : fv = 140 psi 7. Unbraced top edge for V - 17.24 hips in region of +M ( ft ): Lu = 0 8. Unbraced bottom edge Dead Load Deflection = .S18 in in region of -M ( ft ): Lu = 0 Live Load Deflection = . 927 in 9. Eff span lgth ratio le/lu- 1 .92 - L/ 517 10. Allowed over5tre5s: (% )/100= .01 D+I- Load Deflection = 1 .446 in 11 . Exact Beam WIDTH ( in ) : b = 5. 125 = L/ 332 Allowable bending stress for +M F'b - 2124 psi for -M: Pb = 2'124 psi � r TECH CENTER II CONCENTRATED LOADS: CONCENTRATED LOADS: CONCENTRATED LOADS; P - 1 OL - 7..75 kips P - 1 OL - ". .75 kips P - 1 OL = 2.75 k:'.p: LL - 0 kips LL - 4.92 kips LL = 0 kips X 3.S ft X = 6 ft X = 4 ft P - 2 D1. _ 2.75 kips P - 2 DL - 2.75 kips P - 2 OL = 2.75 kips LL = 0 kips LL = 4.92 kips LL 0 kips = X 11 .5 f,, X la ft X 12 ft P - 3 OL 2.75 kips P - 3 DL. 2.75 kips P - 3 DL - 2.75 kips LL = 0 kips LL 6 4.92 kips LL 0 kips X = 19.5 ft X = 22 ft X 20 ft P - 4 OL = 2.75 kips P -- 4 DL = 2.75 kips P - 4 OL = 2.75 kips LL = 0 kips LL = 4.92 kips LL - 0 kip:; X = 27.5 ft X = 30 ft X = 28 ft P - 5 DL = 2 .75 1• ip5 P - 5 DL = 2.75 kips P - 5 OL = 2.41 kips LL = 0 kips LL 4.92 kips LL = 0 kips X - 35.5 ft X = 38 f t X = 36 f t F - 6 DL = 2.75 kips P - 6 DL = 2.41 kiPs LL = 4.92 kips LL = 0 kips X s 46 ft X = 42 ft 12.5 ft 9.5 ft hinge ---> I :---- --' > I <--- hinge BM-5 ! I EM-•6 I BM-7 5. 125•. 1?.5 8.7S-. 33 5. 125., 22.5:' I 4.46 k 31 .38 34.04 M1. 5.72 k ; --------- i -----------•------------ 37.5 f+ 50 ft 49.S ft Beam Mark:. S GLU-LAM BEAM - QESIGN CRITERIA BEAM 31-LE 5. 125 .< 1 .5 -------------------------------- 1 . Allowable Bending,psi Fb = 2.400 Bending stress +M fb = 2221 Psi 2. Allowable Shear, Psi Fv = 16S for +M = 28.81 k'-ft 3. Mod of Elasticity, psi E = 1800000 -M fb = 0 psi 4. Duration of load factor = 1 for -M = 0 k-ft S. Live L,ad Deflection L / 360 6. D+L Load: Deflection L / 240 Shear stress: fv - 97 psi 7. Unbrace"i top edge for V - 4.46 ips in region of +M ( ft ) Lu = 0 Dead Load Deflection = 1 .65 in 8. Unbracad bottom edge in region of -M ( ft ) Lu = 0 Live Load Deflection = 0 in 9. Eff span lgth ratio: le/lu= 1 .92 10. Allowed overstress ( % )/100- .01 D+L Load Deflection = 1.65 in r 11 . E,act Beam WIDTH ( in): b = 5. 125 = L/ !G Allowable bending fZ� l7 stress: for +M F'b • 2368 Psi 9- _M. rob - Trn -- . Beam MarF 6 GLU-LAM BEAM - DESIGN CRITERIA BEAM SIZE 6 .75 � 33 ------------------------------ --------- 1 . Allowable Bending,psi : Fb - 2400 Bending stress : +M fb - 2163 psi 2. Allowable Shear, psi : Fv - 165 for +M - 220.82 k-ft 3. Mod of Elasticity, psi : E - 1800000 -M fb =-792 psi 4. Duration of load factor - 1 . 15 for -M =-80.82 k-ft S. Live Load Deflection < L / 240 6. D+L Load: Deflection < L / 180 Shear stress: fv 161 psi 7. Unbraced top edge for V - 22 a4 kips in region of +M ( ft ): Lu = 0 0. Unbraced bottom edge Dead Load Deflection = . 14 in in region of -M ( f: ): Lu = 0 Live Load Deflection - 2.392 in 9. Eff span lgth ratio: le/lu= 1 .92 = L/ 250 10. Allowed overstre55; (S. )/100= .01 D+L Load Deflection - 2.532 in 11. E.<act Beam WIDTH ( in): b 6 .75 = L/ 1-36 Allowable bending stress: for +M: F'b = 2466 psi for -M: F'b = 2466 psi CANTILEVER DEFLECTIONS ----------------------- LEFT CANT: DL Defl - .307 it LEFT CANT: LL Oefl a-1 .912 in LEFT CANT: D+L Defl --1.605 in RGHT CANT: OL Defl = .1203 in RGHT CANT: LL Defl --1 .459 to RGHT CANT: D+L Defl =-!. .256 in Beam Mark 7 ------------------------------ --------- GLU-LhM BEAM - DESIGN CRITERIA BEAM SIZE : 5. 125 .< 2�.5 1 . allowable Bending,psi : Fb = 2400 Bending stress : +M fb 19:30 psi 2 . Allowable Shear. psi : FJ = 165 for +M 69.55 k -ft Mod of Elasticity, psi : E = 1800000 -M fb 0 psi 4. Duration of load factor = 1 for -M 0 k-ft S. Live Load: Deflection L / 360 G. D+L Load: Deflection < L / 240 Shear stress : fv s 96 psi 7. Unbraced top edge for V 7.35 kips in region of +M ( ft ): Lu = 0 8. Unbraced bottom edge Dead Load Deflection s 7 . 123 in in region of -M ( ft ) : Lu = 0 Live Load Deflection 0 in 9. [ff span lgth ratio: le/lu= 1 .912 10. Allowed over5tre5s: ('%. )/100= .01 D+L Load Deflection = 2. 123 in 11 . Exact Beam WIDTH ( in ): b = 5. 125 = L./ 226 Aliowable bending stress - for +M: F'b - 2238 psi for -M: F'b = 2.238 psi r2 F- Zoo ULMMUL TECH CENTER II CONCENTRATED LOADS: CONCENTRATED LOADS: CONCENTRATED LOADS: P - 1 DL - 2.75 kips P - 1 DL - 2.75 kips P 1 OL - 2.7S kips LL - 4.92 kips LL - 4. 62 kips 1.1 - 0 kips X . 3.5 ft X - 6 ft X - 4 ft P - 2 OL - 2.75 kips P - 2 OL - 2.75 kips P - 2 DL = 2.7S kips LL - 4.92 kips LL - 4.JL kips LL - 0 kips X = 11.5 ft X - 14 ft X - 12 ft P - 3 OL - 2.75 kips P - 3 DL - 2.75 kips P - 3 DL - 2.75 kips LL - 4.92 kips LL - 4.92 kips LL - 0 kips X - 19.5 ft X - 22 ft X = 20 ft P - 4 OL - 2.75 kips P - 4 DL - 2.75 kips P - 4 OL - 2.75 kips LL - 4.92 kips LL - 4.92 kips LL - 0 lops X - 27.5 ft X = 30 ft X - 28 ft P - 5 OL - 2.75 kips P - 5 OL - 2.75 kips P - S DL - 2.41 lips LL = 4.92 kips LL = 4.92 kips LL = 0 kips X = 35.5 ft X = 38 f+, X = 36 ft P - 6 OL = 2.75 kips P 6 DL = 2.41 kips LL = 4.92 kips LL = d kips X = 46 ft X z 42 ft 12.5 ft 9.5 ft hinge ---> ! ;:--- --> I I :----- "--- hinge BM-5 I I BM-6 I I BM-7 5. 125, 22.5 6,75x. 31 .5 5. 125, 22.5 ' 1 I 1 I 12.43 k. 50.98 k 31 . 16 k 5.72 k --- ------------------- • ----------------------- ------------------------- ,')7.S ft 50 ft 49.S ft Beam Mark S ------------------------------- GLU-LAM BEAM - DESIGN CRITERIA BEAM SIZE 5. 125 x 22.5 1 . Allowable Bendtng,psi Fb = 2400 6. .iding stress : +M fb = 2230 psi 2. Pllowable Shear, psi : Fv ISS for +M = 80.34 k-ft 3. Mod of Elasticity, psi - E = 1800000 -M fb = 0 psi 4. Duration of load factor = 1 For -M = 0 k- ft S. Live Load: Deflection <' L / 360 6. D+L Load Deflection 1 L / 240 Shear stress: fv = 162 nsi 7. Unbraced top edge for V = 12.43 kips in rec,ion of +M ( ft ) : Lu = 0 8. Unbraced 'bottom edge Dead Load Deflection = .35G in in region of -M ( ft ): Lu - 0 Live Load Deflection = .637 in 9. Eff span lgth ratio le/lu= 1 .92 = L/ 470 10. Allowed over5tre5s - ( X )/100= .01 D+L Load Deflection = .994 in 11 . Exact Beam WIDTH ( in ): b = 5. 125 = L/ 301 Allowable bending 12F 27 stress: for +M F'b = 2238 psi Rn.- -M. [I L., - '1^A TO .. Beam Mark 6 GLU-LAM BEAM - DESIGN CRITERIA BEAM SIZE 6.75 , 31 .S -------------------------•------ --------- 1 . Allowable Bending,psi : Fb - 2.400 lending stress +M fb 1680 psi 2. Allowable Shear, psi : Fv m .165 for +M = 156.7 k-Ft 3. Mod of Elasticity, psi : E - 1800000 -M fb =-2412 psi 4. Duration of load factor = 1 . 15 for -M 224.35 k--ft S. Live Load: Deflection C ! / 240 6. D+L Load: Deflection L / 180 Shear stress: fv = 176 psi 7. Unbraced top edge for• V 24.96 kips in region of +M ( ft ): L.0 = 0 B. Unbraced bottom edge Dead Load Deflection = . 161 in in region of -M ( ft ): Lu = 0 Live Load Deflection 1.S22 in 9. Eff span lg0- ratio: le/lu= 1 . 3.2 = L/ 394 10. Allowed overstress : (% )/100- .01 D+L Load Deflection = L.684 in 11 . Exact Beam WIDTH ( in ): b = 6.75 - l./ 3S6 Allowable bending stress : for +M: F'b = 2479 psi for -M: F'b = 2479 psi CANTILEVER DEFLECTIONS P ---------------------- 51 O1HLEFT CANT: DL Deft = .353 in 13M r-0 LEFT CANT: LL Defl =-. 191 in LE 'T CANT: D+L Defl = . 162 in bi1001f RGHT CANT: DL Defl = .Z33 in I, 19 A �� RGHT CANT: LL Defl =-1 .OSS in RGHT CANT: D+L Defl =-.822 in Beam Mark 7 GLU-LAM BEAM - DESIGN CRITERIA BEAM SIZE : S. 17S 22.5 1 . Allowable Bending,psi : Fb = 2400 Berding stress : +M fb = 193,0 psi - Allowable Shear, psi : Fv = 16S for +M = L 51. ) -ft 3. Mod of Elastic! ty , psi : E - 1800000 -M fb = 0 psi 4. Duration of load factor . 1 fcr -M = 0 k-ft S. Live Load: Deflection ! vor 14"00 Au•va V cvu v"u OUba lion 01.1.1.1..'u.- vm I -00 �T� 7� `Z , ,v16 7,(� �.2r➢� }' �1 12 Iol �� I &T, PR GI it w 13089 b j '1f I V /1 ✓ Y V��. 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MACKENZIE ENGINEERING INCORPORATED �`�� 0690 S W BANCROFT STREET PORTLAND OREGON 97201(503)924-9$60 OF ®MACKENZIE ENCiNEEHIN01Ni.OpPpgATED 198e,ALL AE(1 *$pEER'MG LoAO 1T)o/✓S rD W D-f- 1, 33 oSD I�OoF LO�.DS 1,,,✓G t7G s-�o�Zx �-r- o�/� 1:L� Z � G a . -T I! )4,. -7 ,e k�r , PROF Fri f't� L ` = �aL�ng�s OiJO kL� ..��• �GiNF 13089 OREGON wi.✓� f ,g/x'i 1 x f 7 x 1 ' .. 1.5, v Pfd g ''. sE/„✓1/G,x,177 ,. I x, 3 Y�7��s 8 9' Ps�' /Jjh'gnl 19 ,Qa y MERRF-\-. 1,3v., 1-43,--+1,3:- 1 �> 17i J � 1,¢?x��r l Z,a Gi✓SG 71£ !��✓EGi✓S 1z8►.✓r-� 1, d-E �1,��%x )�, If ) 6%f� � �' � x�6� ) I,B GA1G � Go✓E�C,✓s Act i �y � Gi i -- -- - r BY �j✓!i'� DATE �- �G1�yol B.C� _ - JOB NO. MACKENZIE ENGINEERING INCORPORATED I' SHT. 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A, �ccr +`�'"fir vio By_ G -- f�,✓L I DATE JOB NO MACKENZIE ENGINEERING INCORPORATED � 0690 S.W BANCROFT STREET FORTLANO,OREGON 97201(509)224.9550ACKINZI SF1T. n Of_ IY91.All R GN TS EO CORP7-T O L INru7": pu Z Fy 61f 1) �d, O Mr !1�-t✓�1 _ �1d,, �" Z n �",. � N%�i� + Pte/ • �/G �y��� . __ t •/J�,( )2- �j=" I G'r C� 'W,ox"f ! wy, .,,s'r x a� � t O, 7✓._ L•.��k rl EJ/Er R- Al s d C7 c lie /rV--C : r�C r ;r a f - l, �8 !3•l2 r r . ,�_ , D _� z �cr =S�`'c �J z�v'E� I� By Mn-✓/ten M c -- DATE_b r MACKENZIE ENGINEERING INC09PORATED JOB NO. 0690 S.W.BANCF:OFT STREET PORTLAND,OREGON 97201 22 '°08) 4-9560 SHT ? r • 1987,ALL'RfGHrSRESERvEp R��fEO INPUT: P�� �4 34 10, ��r�Fes/(,�✓),� 3 O �s l,e-i,✓� . 11 Z�� \� N - "/Z w�nsv 3 Mfr I � � Z1�2'��-1• li7(y,�'�T-i-�Z� �)���12/ = Ilz,f �� � =J,es ? f1�2f����a/i y• iI � p - o..9' a �m 5��, ��L s.1Wsi ✓� w7: ,,/sr x y Al t9 r • O /�-f G AI� sC�ia /4j n lir `� Zge'� l_,?v�'2�? A-i✓ •dams 3i), s/���,�BE�fcr lf de =S�er h,V4 I� Air BY- ZZ-�� DATE _-- JOB NO - MACKENZIE ENGINEERING INCC'`.:'OP:�TED r._ � 0690 S.W.BANCROFT STREET PORTLANJ,OREGON 97201(503)224-9560 SHT.----OF MACKENZIE ENGINEERING INCORPORATED 19E1.All RIGHTS RESERVED I - 4 w �` 0 1 BY- �l DATE �• _ - MACKENZIE ENGINEERING INCORPORATED JOB NO 0690 S.W BANCROFT STREET PORTLAND,OREGON 91201(503)224-9560 SHT _ r OF MACKENZIE ENGINEERING INCORPORATED 19U.ALL RIGHTS RESERVED i INPUT: pa `y ejef 1) LSI/sGi✓/I•✓�r !i� /''fit�,r—/�!) r/�0/ t1 � N - �/Z W I O i VOL A Ur •�f � w�j� .�� • Z-+ orf/L�a C�'. N/o� =. 3. i�- o •- 1= >3 X0,750 /6 ,�f G 1 0 7 flf E Aft �PK „o, 40 n 3 J,r s »,.9rG(�-4- b L, 3 ��r N, s �l s �/'ln 17��,41�FG r!/ �,/�t�'rG�/G✓ rim f+�--� �j s �� U L� " s= �S ,oCr v BY nATE JOB N0. - MACKENZIE ENGINEERING INCORPORATED _ 0690 S.W BANCROFT STREET PORTLAND OREGON 97201(5031224-9560 SHT -, �OF ENGINEERING RE.SERVEARPO GHTSMTED pa w e n ri/ ,.�s - w N/r� +1; • i� C!! f moi)d Com. N/e), Z-41 I o Mr .. ) ��-Z x 7 S'+y o�Z)-►L9 a•�-12�Z��Z'��� _ Xj Q wr ;/mss,f(r%..�f�a�/� ����l)J ✓J �' 3 Y 1 r =1 X�- Z r7 s Es/E� N',t � 322-Z �3?_ T. � ._ .� , X � L�-- N s 1i� m 3�''In h<�gBE�r�•r iso 3� 2 r'►- 4441 ,19 e«[!;.,.r t ��� D f� s .�S - Il G /10&P D--G s Gr cr hc�d"EGTa By DATE JOB NO. -� MACKENZIE F.NGIN"ERING INCORPORATED 0690 S.W.BANCROFT STREE r PORTLAND,OREGON 97201(509)221.9580 5N'f. 'OF MAr: ENDE ENOINEERINO INCORPOMTEO 1 1951.ALL RIGHTS RESERVED I -4111 BY-�•% DATE JOB NO MACKENZIE ENGINEERING INCORPORATED SHT OF 0690 5 W BANCROFT STREET PORTLAND,OREGON 97201(503)224.060 FMACKENZIE ENGINEERING 19N,ALL RIGHTS RESEF y C INPur: e o'v) Pu /v� (X-,w) s p p, p LTJ/�,✓�„�)� z� rslx-�.�,) � Jol�S 3 N - - �/Z f"J -+ © ai0 0-74 :7 a ,/,n/,v5 _ / uZ� •/sX lZ x f�"�x 11 XJ,o.� 7r' p s ), S-�/ � I �' 3.� `�'' K, P•✓L r.KO�f/�✓! wt! : ./fir Ti "y 0 f✓sl ,r Jr! IG r = 7 I- G a j-C r nf�tc C��-G)+ b N!�3 14:9 I �_ I> ,-�_ << ,� •�... _ t..,x f-Cr.,.l,',t� '��✓ = � ' ' J �``�-c � �lr�=fir w-�d��i 6c =S�cr ho�•%6G l� S CriIn-��lr' Cr BYDATE Z JOB NO MACKENZIE ENGINEERING INCORPORATED 0690 S.W.BANCROFT STREET PORTLAND,OREGON 7201(503)224-9580 SHT. OF J MACKENZIE ENGINEERING INCORPORATED 1901.ALL RIGHTS RESERVED wi or.v ,✓Ij - G✓N�� -►• Z-t �r� j14)4 Nor •.��7� 7l�'fS.7s( gr,Z..") r /�; 7.Z M� � �%•��$ 4- ,•-fes . ��. �� �, o,_ �'�!�-=�= 9 l - � T Z P4,r 10 .�S y S s',� ip, �,�rr Sxl,4or $, „ �z z. or y.✓C s,Kgs�P.✓1 wf, r is"r� x y 141 � Illo 1 e7 e, n s Er/E,�: ;rer1-4 } acr D s d -'Ile Sr BY DATE JOB NO -- MACKENZIE ENGINEERING INCORPORATED FLA0890 S.W.BANCROFT STREET PORTLAND,OREGON 97201(503)224.9580 SHT _ O MACKENZIF ENGINEERING INCORPORATED 19E/,ALL RIGHTS RESERVED �I✓L vL „ /S>� y z,< orf � _, 0;8� �/� �f��r�G.,��_ .� SPX l• ��__ d 2�f ;N 2 9.4 /41 - . DATE MACKENZIE ENGINEERING INCORPORATED JOB NOI 0490 S,W BANCROFT STREET PORTLAND OREGON 97201(503)22A-9560 SNT._ F'-I I_OF rMACK ENZIE ENGINEERING INCORPORATED 19M.ALL RIGHTS RESERVED "o, �q e, yBy I lo DATE MACKENZIE ENGINEERING INCORPORATED JOB No 0690 S W BANCROFT STREET PORTLAND,OREGON 97201(503)224.9560 SHT, r' Z .OF IMACKENZIE ENGINEERING CORPORATED M,ALLAGN SRESER ED INPUT xr FG el, Mt • ?; �7jc�j—��?/�<Z >-1'(J�'D�tS.Li',CZi SSS) _Y All V, j�± LfZ nus P-a r o,7y o b A 1�.S,� A -G ��� .� b • t All ep e� Are A nArc z r _ M— Ad r •'fit t,.�r 4rmIXE ',L/r,.f,t� he Aov D, 13 �S s ) • 9 D- G = r 5.C-r he�14 +�''7''SCG�d — 41c, �i)--14lr BY 1 DA7 E Rif ' JOB NO _ MACKENZIE ENGINEERING INCORPORATED 0690 S.W.BANCROFT STREET PORTLAND,OREGON 97201(501)221.9560 SHT. 'OF-_ MACKENZIE ENGINEERINGINCORPOAA11D u 1981',ALL RIGHTS Fit SERVE DI N Cft) ►AMR---- 19,4111 pl(���) ,�3►�� e l T �/•✓� r i Al (ice✓ s Di/'�' r'`t T Fc SKr) 3 1' D�f,F�(„�),� 30 .�f(x_%�) ► ,mss 3 N; n�Z Mt 7:�JiC�.�igC�37� J y �.31'-►d 4 Ia oIF N Ir to. •�� =189 ¢,�„ z- Ari fj h z Et1EG 44 -eEcT� &Cr -3 By DATE JOB NO. MACKENZIE ENGINEERING INCORPORATED , L 0690 S.W.BANCROFT Sl REF1 PORTLAND,OREGON 97201(507)221.9560 SHT `� OF_--- ACKENZIE ENGINEEP.iN6 iNfAnPOIUTED M 1961,ALL R1GmTS RESERVED �`� �_) �^,� �� ,,.�,�' �� s"jz � fes✓` �y ljrt�� .. �v /'fir CIS-,t✓� z A"�i ` a ct ve b s 1,�o r-a /b A� 13Z, o A-1 sfl� = 4 • � r' ow 31r Xj n y '5r - 0 A e fl I rl N n 3Mh hr��36v fir i dam, � z r7_ a � ✓J..� =N%�� .+f:.iX=.-�J�. .I'c�� /141 llf�p d C Yr- S e�r By DATE MACKENZIE ENGINEERING INCORPORATED S 0690 S.W.BANCROFT STREET PORTLAND,OREGON 97201(507)224.0560 SHT. OF MAGKENLE ENGiNEEAiNG INCORPORATED tfb' ALL RGMTS RESERvED 0 - �r- )4 BY /oll G r_ DATE MACKENZIE ENGINEERING INCORPORATED JOB NOr 0890 S W BANCROFT STREET PORTLAND,OREGON 97201(503)224 9580 SHT -�l� .OF MACKENZIE ENGINEERING INCORPORATED IEEE,All RIG;1T5 RESERVEO� INPUT: ,M e4Y) o.4 -S' _-3, _fat- C1 pa FC lxt) ., -.5, - 1 asU'!F> Bio wiory ,�f sw�j% +1; • Z.+ Cf, f�a)a C�,� N/e) -�`,�� 178, .00 + Puy • �/Z to 4)_ )7�6' Pssts •!�x-Jr: 'K ZSx�P�Xl.e� .�•d p 1✓ p : P sAJ� ' r,./L /ww/ -^ s,is x ,a,� = 2i �3 WJE Are =Cf'µ .,•v�)�`� Y? fe r 2-1 177 a C? 9q D aer -S� cr he�44 Pi 6G 1,1 C C _ BY- DAT E y_DATE JOB NO. MACKENZIE ENGINEERING INCORPORATED p_ 0090 S.W.BANCROFT STREET PORTLAND.OREGON 97201(503)224.9560 'T. -OF MACK[NLl I N01NEIMNG INMAP01MilD IM.ALL MMTS IIIMiMEO 1 � • Z jr Pw Z >cy Cxf►) - �/Z M.• s H/d.H%$ + 0 S ,� c Kl•q*�-O' nuts ./sic 12 Z P-a g a7; - b 0 ' ,49 , 19i ¢Af/b,t ), Ia-y / ` I, s'd =� - r' s�KOsfP.✓! W'r ,,isrTx i4r� 177, /4f E Aft �Cr- _ 4, I Air „ r '9, -5 n s ,,�,,� r zSf'`' L13�,� � � ✓I.� �=h� -�f..��s.Cis.,�r'L�,,,; lie 4, 8 M_c 4,�7rs ;r w19110,e ds -�cr �14 Cdr ©c r) BY DATE �_ 1�.----- JOB NO... -`MACKENZIE ENGINEERING INCORPORATED SHT. — '9 OF OEf10 S.W BANCROFT STREET PORTLAND,OREGON 9 7201(5091 22 •9560 ��,CrcENZ1E EN6IHE �CpgppHATE6 (9) WALLmaMTs nEWoWSEuvEo IN PU7 -' - 'y :N of-t) . z'd ,s wr er) l w�osyv (f'i f/ a�a ),o-4-7 6'- /0,0 'M,. Jim A✓r/l% + P"i /ZT b • � A ,yam p p 10 /1fE Afe = fir.. �,o.f7�/�� , G ` 13 N 9� n r--G lam,-• nAJ6 ( t)+ b G�3 � 1 ,r,k-A1.0 /"r• i �Gv'� = h� Ae41 a e',Z. 7 D-G : acr dt soGr +Mn- 4p r G , BY G DATE. MACKENZIE ENGINEERING INCORPORATED SHT , OF O690 S W.BANCROFT STREET PORTUNO,OREGON 97201(503)221-9560 ' L� MACKENZO ENGINEEWNG INCOl1PORATED] L1901 ALL RIGHTS RESERVED C�f��) ��div f! G-"' �.� �/ rl �7 V./, O f•�'i„/�✓�% i S%Z• •, ��✓� --- INPUT' ar 1 g w�nTN /fit<K-/�✓) r �3Z, Z 1 z `r, f/� �a Cis r�o%= ?•.s1 I A I Mr ' s✓�'��� �' �u1 ��� � Z c 3 n rc .c.'77 d c 2,A4" alb c ?F/ be A0 el Jr ie By _ OATF. MACKENZIE ENGINEERING INCORPORATED JOB NO �- 0690 S W BANCROFT STREET PORTLAND,OREGON 97201(509)224.9560 SHT f=Z--� OF MwGKENZ)E EHGWEEfLNOIHCOAPOAATED ' lila,All RIGHTS RESERVED I 71 i✓lc• s ,,,P.4 CIA � Cp s, b c"rG !� >�i BY /,�✓.f S DATE MACKENZIE ENGINEERING INCORPORATED roe No 0690 S W BANCROFT STREET PORTLAND,OREGON 97201(509)224-9560 SHT OF IZ ALL RION SIRESERVED COPPORATEO f _ tR By S DATE �9 ^^ JOB NO. MACKENZIE ENGINEERING INCORPORATED 0690 S W BANCROFT STREET PORTLAND,OREGON 47201(509)224.9560 SHT P-; Z OF ®MACKENZIE EN3INEERING INC4Ra7RATE0 10SS,ALL RIGHTS RESERVED asp'/!a✓�„✓). 3.� rf G��� s l 3 �f� `Z }� ��Z y✓1 pTi✓ Mf �»�t.�+mss(-�-►����-�d-���z-��) pa =13�a M,� ,•a/r/1%fi + fo/ • ��2 f'sc � ��OSx. ,`�c�S f J'r`✓,���iz>� ��g, /SX asvc 1), /A5- h 1Zr- t dG✓ = o, 183 D-/�-: b � hG�io.� -,C , �Gr=;r �- � ��•� ��'`, D -s= ds '`AGI' +Mf��r (�"'�-. D�r� 9Y ' - / pATE Z JOB NO. MACKENZIE ENGINEERING INCORPORATED -. 0690 S.W.BANCROFT STREET PORTLAND,OREGON 97201(503)224.9560 ® MACXFNM MkNE8101/0 WGC)PUK)UT" tYAI,A11�YO►RS 11f5EMED e:, z bJ or q VZ4 x3, BY j�0�8 DATE �' ��.� �,.,•�q JOB NO. 1--- UTACKENZIE ENGINEERING INCORPORATED f,_r L 0690 S W BANCROFT STREET PORTLAND.OREGON 97201(503(224-9560 SMT OF MACKENZIE ENGINEERING INCORPORALED `. i� ION,ALL RIGHTS RESERVED INr V"r r,, , r (/r/) A K"'-) C' (��) r 3, �� r,. •(►:r) _ 6 J' Puy rC Ie;,) c J i O 1' eylr) "" 1 Fy<kfI) `" r"toTN 3 n i /✓�f <<"��1��' _f / � �-+ (�''� "�j Z \a Cmc ��o) i �� 1 I" G I Q f 4.5LV i5"C z Y- ��rc ./Sx.)2 x Z� xJZfK/.o s �yry P" Xd r 1 rte'1 ..�.r�..='/;. wf _,i5 r�-� •d ASG = Z. 9 G _ �/�-; _-!(r• ..�rr•��if - "�:- ��� d n = �. �^ ' - lZ �"'- � r r"�r=fir " I,• �tlr � alr i E- T C_• By DATE — — — --- -- roe No MACKEVZIE ENGINEERING INCORPORATED Bin �- 0690 S W Bk!CROFT STREET PORTLAND,OREGON 97201(509)2249560 S11T ._±_OF t9A/,ALL7R GN SIRESER ED(SpRPOR�fED i' . i i _ CBy r DATE OS NO MACKENZIE ENGINEERING INCORPORATED FIJI 0690 S W OANCROFT STREET PORTLAND,OREGON 97201(%3)224.9580 SHT -_�OF �- � MACKENLE ENGINEERING INCORPORATED 19M.ALL RIGHTS RESERVED ti _ �I ( BY d DATE__ —. _ -- JOB NO MACKENZIE ENGIN*EKING INCORPORATED 3 0690S W BANCROFT STREET PORTLAND,OREGON 97201(503)224.9560 SNT ------OF INror: r , ' Pz ,44 r 47,4-5 µIo N 1 Ms .. 1 3•-�xZ-�y�-o.�p(2 �+• �,qo f-z!)[-3. 12> ! �; z o-6 l 28x,10), v q� i )2 G r?l1xl,el�Z� 3 r . r 17 D—4 mac✓ = I� 7 �`"- � r'= � r Mn-•/'r� J - t4-i , --- v ' By DATE -- - JOB NO MACKENZIE ENGINEERING INCORPORATED / Fufl0690 S W BANCROFT STREET PORTLAND,OREGON 97201 1503)220-9560 SNT —_ __OF ✓ MACKENZIE ENGINEERING INCORPORATED 19E1,All RIGHTS RESERvED IN r'UT: i iN ,(,if) - e-�,1� Pw� Cc IKfJ 3 1',d r(,'lF� =7 I ,✓Ir �, �, .. .f Z (r, fi Z )4 6�r N/a.�93 l2 I D�t �`��t � 17�lrr�S. � j 7 'd��'f 1.Z� -1���Z �•f r T /Lr I �(,o-�(x ,ens f ,.Z�r,lo/{�iF4,�� A - G � f>� E. • t sr 1.4 19, �✓�,, 13�'?l_3 aAI le r M,n-r�r DATE JOB NO MACKENZIE ENGINEERING INCORPORATED 0690 S W BANCROFT STREET PORTLAND.OREGON 97201(S03)224"95W SHT --S_- OF MACKENZIE ENG INEEAING INCOAP'OFtAr 11101•All RIGH TS RE3ERvED C�f�.�� ��v �E��` � ��8 ,•'%✓oo „✓..- GLS) L->g elhe f) py(k f1) � &t' , c, /moi, (k_4.) � I .ter >, ) 3 S x S•,3+ -r(S,a-+�'l z)�3. �z) ! , I .fxv5 �lsxl?3 f's.t= ) pp �— f-3 fly ►P o I' rr \1 t N F p ►•, s lop, 3 n Ef/E V w' 13 9 � /��� j'_ Ile G o J ►�i�f �_ :')Z 1,l,/; OREGON (� �w % / r1_ t r s ✓l.r f �c r K �(!',, f',, 0 aar. 19.10�QQ� dd 3 , t 9 n DATE JOB NO MACKENZIE ENGINEERING INCORPORATED 0690 S W BANCROFT STREET PORTLAND.OREGON 97201(509)224-9560 SH7 _OF. M�CKENZtEENGtNEERtNGtNCORPORxTEO tOsl,At l RtGfnTS RESERVED !� A s , PR - I t rr a � V r VJ (0,1) I,v -- i13•S V�D - �.J IV' 13089Hl+ - - 1 - L OREGON ve^r 905 <c� {e�f rMERRIV\- 11 )o v 'J V I ti 8 BY II GATE_ JOB N0. r MACKENZIE ENGINEERING YNCORPORATED 0690 S W BANCROFT STREET PORTLA"0,OREGON 9720' (503)224.9560 SHT. I,/ OF ® MACKENZIE ENGINEERING INCORPORATED 1f1E,ALL RIGNT�RElERVEO Gpf) CP°iE ,ocKED DIPQNszpGIM 210 '1 (X) 1�3.h 117 uy� Pp c SFr _�E ilol� TIS 20? (eE,, cl, 200 (2�,10� 110 r/b BY DATE- v� JOB NO MACKENZIE ENGINEERING INCORPORATED SMT. OF ---- 0690 S,W.BANCROFT STREET PORTLAND,ORE0014 97201(509)224.9580 I®MACKENZIE ENGINEERING INCORPORATED 1555,ALL RIGHTS RESERVED CU P nIpPHpclAA MAx k@ ALL W6� Evo12 2 T�wxop TIS TMtz = u4 (1 olrl — i2T3o� 6P,400 kllpl ��1�� ONI� wJ 42 P' (0 I p�l,aw =- Iloo � &A. 1110,6--W vo 44 4 1 �T v5E ti o 1-o I` CHOPP FvpG6 BY DATE MACKENZIE ENGINEERING INCORPORATED JOB NO. � 0890 S.W.BANCROFT STREET For TUNE).OF'GON 97201(503)224.9580 SHT.�tt_—_OF MACMEN21E ENGINEERING INCORPORATED to ALL RIGHTS RESERVED To r Vol ( �o IuTo FFM u • OMIOPTy ypu, 'lo lvl d! NUIQ �uPPoPT�i v�p��� DIAD CV(, Z 7o Pyr 10 f u p"1 0_ 4+11 o or BY-� -- DATE --- JOB NO._ — MACKENZIE ENGINEERING INCORPORATED MLI 0590 S.W.BANCROFT STREET PORTLAND,OREGON 97201(303)224.9560 SHT ENOF.– MACKENZ19 ENGINEERING INCORPORATED 1911,AlL IpON1rt IIEtE11VE0 D : GAP o NU �i� Ild� .PT �— rd i� To *oz, U�IDpDE� �x�P Dai fid h" P �n�Fp No. M X fVoloo oa �x �l dao T�. rl � 10 hl o! ' Vi del liq s 2 Ali vtpcpo Vtarb�. Igo BY_ KMIK OATS JOB NO .. G� A .._!..-.— MACKENZIE ENGINEERING INCORPORATED I. 0690 S.W.BANCROFT STREET PORTLAND,OREGON 97201(509)224.9560 SHT. Y '1 OF ®MACKENZIE ENGINEERING INCORPORATED 10111E,ALL RIGHTS RESERVED �--robwo- 61 �0 GREI� �I N ' m gfgo� 69 �410N--71 IT 77 TIS goo �-=«Qo i E�P�►�Ior1 100013/ -14W , � I�DUEiz Vw*loo ho* - ve? '�/� PARA 4T (P. �) �1�1'Et1WWI A4' VIA 4� 00 K Dq pew �It1Pyo� T�N�la�1 IIE 6mo# .-- 150 w/ lo- I(Gd tommaN Kmvf M400 �1, 1 0 G V/ 1 D•IIYj GO(Mmop NPrIV2 100 dX Punkt P. INTI wA�� BY_ 11 -- DATE �'.� O MACKENZIE ENGINEERING INCORPORATED J08 N . 'n Oa9O S.W.BANCROFT STREET PORTLAND,OREGON 97201(503)224.9560 SHT. V OF ® MA ALL 3E NTBIREEBFJNG MORi�TED = �o x ��►��IP��I� Ix Tap4100 �lX�ubP���irJ X00 f�l�� e4mmoo plo ,�hltllo Tof 'U� wwq b�) —' BY y1���rrrrrr DATE n JOB NO. 0q - MACKENZIE ENGINEERING INCORPORATED 0690 S.W.BANCROFT STREET PORTLAND.OREGON 97201(503)224.9580 (ID MACKIENDE 9HT._._�OF -- ENGINEEFUNG �RpOMTEO 1N7,ALL FIOHT9IIl56M[D lody wv, 1140 x f UP�IP� TOP Efi 100 o - 1 4 llw;pp OHO f Ail�cnO 10 x(� 1'0f � +N �)M����I clfgj f p l I� T/ 10 Ilo� Gv Moi NNW. 0.mo DATE JOB NO. MACKENZIE ENGINEERING INCORPORATED SHT � __OF 0890 S.W.BANCROFT STREET PORTLAND.CREGON 97201(509)224.9560 f� MACKFNlE ENOINEEAINO tNCORpOMiEO 19E1� L RIOlfTs gEmERVEO o of 7 Ty F. I I I I I t t l t I I I I I o 0 qTI coo �; 2�' Ilv� ° I�' (p Old10 �`'�` ( . d f� cy. Pt 4 f 14 VA all li� PH USG hof bwq 6Du� coo I'�P�IN 1'TPPi' l lE Pio i, aXlo nF� l L VV#p bnAwdo mcw 4. ponI J �ii2'MiN EM6J �IM�aN �1f�06 1E►J51oN TIE E P�FuN �'-o' •iy) TO WALL., PaNEI- tiIMPOO '*T'Wl OTPH T160 �P Pue1.10 b'o*) ro ToP � a 4 1 M fefoN 4,T 4 '�TPPP TIE C, ��of�/� (44 POWN To Top j 0 ti�ol `cry pT��I C� G ► 4 coo � t�lP 2b Wltb TOW .gyp 9TF By DATE /1 _ v ---� `-- -- J08 NO.� V MACKENZIE ENGINEERING INCORPORATED p 0890 S.W.BANCROFT STREET PORTLAND,OREGON 97201(S03)224-9580 SMT -�c--1---OF n MACItEflile ENOINEERINO INCORPORATED tYBe,AlL RIONT3 RE�EAyED I NQ t�IW VW No Vt ,ter l lFo f ti �- 001* J l � fi p DATE - JOB NO._ MACKENZIE ENGINEERING INCORPORATED � In_ j 0690 S.W BANCROFT"TREET PORTLAND,OREGON 97201(509)224.9560 SHT. _ -OF_ Fm MACKENZIE ENGI,IEENING INCONPONATE0 HM,ALL NIGHTS NESENVED town 2 T= *//jo �Puow 2 00 0,W M lo N,'�rl� baGTs r Nal' Pao �/F- �X rr = /a0"9 cr - — 30 w,2 = 30 2 = /0. 3��7 four �f�saX e"Ail ENp • �J ¢Mto N —0 N V ._._. � Y __ --- ------ -- ---- BY ----- - ----- ��— LATE -- JOB NO _ MACKENZIE ENGINF_EPING INCORPORATED 0690 S.W.BANCROFT STREET PORTLAND,OREGON 97'11(503)221.9530 SHT_ t11 OF ' ®lic ALLZRIGH S'RESER ED CORPORATED slim iiiiiiiii" 111111111 '111111111 ��qp � �� � � �•9 � Mit yrs pQ�p a� (±o 7PI Fl4r, 54Uw u4b �/l pu r/ar ww (AP - t u�E � li O:TE_ -- -- JOB NO. - MACKENZIE ENGINEERING INCORPORATED 0890 S,W.BANCROFT STREET PORTLAND,OREGON 97201(509)224.9580 Sl 4T. OF ®MACKENZIE 1NGINEERING 111CORPORATEO IM,ALL RIGNTI 14181AVED n ft oR p t h/Z r w oa pI 7* ,= �/e o �� 6 l��v ,A 11(/6 o /f / pif r 23000 KLO-1K DATE_ MACKENZIE ENGINEERING INCORPORATED JOB NO, 0690 S.W.BANCROFT STREET PORTLAND,OREGON 97201(503)221.9560 SHT. G OF Irl-' ENGINEERING INCORPORATED 1011,ALL RIGHTS RESERVED �� rV• 2� X20 > i ►� EA SIDE of ��'� Sj�NT Ae Ppcc�► 2 (�tv1�) - I. �4 BYL - --- UATE --- JUB NO. MACKENZIE ENGINEERING INCORPORATED SHT.JCR:�:OF- 0690 S.W.BANCROFT STREET POP.iLANO.OREGON 97201(509)221•F560 MACKEN24 ENOIhEERiNG INCOPoORATEO tEM AlL 1111NtE RESERVED TIS UP 11-40110M elmfp 10100 =- jko- j400— (poo loo �X��r�iloN 1 / T lko rw 10 W,/ Nf� l IN�(I�I�ED UNpE�, �P�Ip� I�yPEo'(lo�l ►�U-ovJ �EN�Io� �--. n��p� �E �G�io ��P�P �ti T 3�0 01HNoo VTIJ IIJTo ;x lrvQt' f OWN 0 top.I PTO By KMIK DATE MACKENZIE ENGINEERING INCORPORATED J08 NO. 0490 S 1N.BANCROFT STREET PORTLAND,OREGON 97201(509(224.9540 SNT.-.`�L�OF AAACKENDE ENOINEElMND 1NMi 1/OMMD l'� 1NII,ALLIIWNT411ESEINEO �� (c3t, `►� i I a e o Ql v o v �- � N 1 N n,� � _4 � z BY DATE ---- -^-- JOE NO MACKENZIE ENG.'NEERING INCORPORATED SHT.�OF_ 0690 S.W.BANCROFT STREET PORTLAND,OREGON 97201(509)2240560 MACK&MI INOIN EVANO INC011POMTEO 119L ALL MGM MUMD OO of Tie 0 U NN EA � X in Lv COUPTI � IPK A MAX. TV of Y41 a, — yI .-y c Pu�►N , 71, 0 T�0" ov-aal1 � pT IJ,�iE f=OJ�iI�� [916,V LA) iD ;��,f=1 Vi � fJ0 Aflb� 40 /4"T/60 aev alp E� l�F��EG GE�j PFi�Ec ,'Sov 150 1 0 PR ,r q \J G INt vI 13 89 OFle'GON 1 ,%OUI✓E f`I �IL!�� I ' 'l� 10 0d7§N�l COf1f��vj/D�I� DATE JOB NO t MACKEN71E ENGINEERING INCORPURATED 0890 S W.BANCROFT STPEET PORTLAND,OREGON 97201(503)224-9580 SI IT .T OF ENGINEERING-TK NZ 19W,ALL RIGHTS RESERVOCURPORATE wWNW v/ oM� By n�- DATE MACKENZIE ENGINEERING INCORPORATED JOB NO. % — 0890 S.W.BANCROFT STREET PORTLAND,OREGON 97201(503)224.9580 SHT _—_4t_—OF ©MACKENZIE ENGINEERING INCORPORATED e986.ALL RIGHTS RESERVED iti � 1 U 344 y Wf VI I '� U 5�000 urlE k<,r THICK ?p I � ------ -- BY � 1 DATE — ------- ------ -_____—___—_ �'�_l1[=-- MACKENZIE ENGINEERING INCORPORATED ,100 NO 0690 S W BANCROFT STREET PORTLAND.OREGON 97201(503(224.9560 SHT _-fl__OF i[c MACKENZIE ENGINEERING INCORPORATED 1161',ALL RIGHTS RESERVED It 1;2 c2 O > All 11L z TP i oq0#11 � BY-,. —___--- --- — , r, n DATE Joe NO — MACKENZIE ENGINEERING INCORPORATED F 0690 S W.BANCROFT STREET PORTLAND.OREGON 97201(509)224.9580 SHT -�. __OF.— © MACKEN2IE ENGINEEFIING INCORPORATED 1YA0,All RIO ITS RESERVED Ni l T 7 ,1 � 07v� f �•�� 1 � �� r �, J2 .� 2,�'I �r/) �.. r1, �.�2�( I , I z , GATE ' JOB NO MACKENZIE EN:aINEERING INCORPORATED 0690 S W.BANCROFT STREET PORTLAND OREGON 97201(503)224.9580 SHT =� _OF F MACKENZIE ENGINEERING INCOR?ORATE0 ION.ALL RIGHTS RESERVED i �- � Dv MOT food/ q 4v741lg7li w , Ito l'2ji r ��,�� D, l?uo) I'1 ;', . t 5,9 G � (217 z ,i G __------------- BY ---_ DATE JOB NO - - MACKENZIE ENGINEERING INCORPORATED SHT _ L,-OF - - 0690 S W BANCROFT STREET PORTLAND.OREGON 97201(503)224 9560 _ C�MACKENiI!tN01NEERIN41NCORPORATED JUN IM.ALL RIGHTS REST RVED � N D VMS MSN. c 3 WHIG 7c -NO 0W&- o, Pit'! .L R41 BY DATE�' MACKtNZIE ENGINEERING INCORPORATED JOB NO U 0890 S.W BANCROFT STREET PORTLAND.OREGON 97201(503)2?.1-9580 SHT Q7--OF E�TN401NEVINQ INCORPORATAI MTS RESERVED � , rjoo Iol' C)g0 2q'. ) lid . q 0 I01 /.1h jor �5 I / I el- �, p �� �, i ugh , /2 'r Vtlar By — DATE -- JOB NO. MACKENZIE ENGINEERING INCORPORATED SMT, Of 0690 S W BANCROFT STREET PORTLAND,OREGON 97201(509)221.9560 _1_ �_. �� MACKENLIE ENGINEERING INCORPORATED t66S,AlL R�GNTS RESERVED N • c IVAIL 7oNO ,OdWEG Age 12 Il aA � u �f NN w0lde � of go By DATE r� JOB NO. MACKENZIE ENGINEERING INCORPORATED 0890 S.W.BANCROFT CTREET POPTLAND,OREGON 97201(503)224-9560 SHT ff- OF HACKENZIE ENOINEERINO INCORPORATED!!,ALL RIOHTS RESERVED T^ VA j0p lot ► _� ,�.� 2 = i v NIP `tv 1110 M TWe. u7 q �106K ;AUIR Tkr)fV6 T° C �12 V BY DATE A �-�-- - "*'_� _�-- -- '-� JOB NO r MACKENZIE ENGINEERING INCORPORATED Si 4T 11L OF 0890 S W.BANCROFT STREET PORTLAND.OREOON 97201(507)224.9580 ©MACKENZIE ENGINEERING INCORPORATED 1988,ALL RIGHTS RESERVED �`�/v �►��/t CO r I��3 �f • 1 1 W� I I v d J T� 60, VJ E� �y C 69 TOS U�u = l.� ( ,�5) ►2 : D, �� "�� ;. a�� 1�1ir �1��� 0411BY DATE ?ZLrS2- MACKENZIE_ ENGINEERING INCORPORATED _ JOB No 0690 S W BANCROFT STREET PORTLAND,OREGON 97201(503(2249560 SHT _OF F MACKENZIE ENGINEERING INCORPORATED ,yy� IM,ALL RIGHTS RESERVED 1 boo BY_ Kif1h i k1 OAT LM ARACKENZIE ENGINEERING INCORPORATED JOB NO 0690 S W BANCROFT STREET PORTLAND.OREG01,972C1(503)224-9500 SHT � OF MACNEN2IE ENGINEERING INCORPORATED 19SS,ALL RIGHTS RESERVED 7 A Flo G.,u (:; 1P{-UE c� T,? �a ff f�ur� �►FU� �F cG = �`1 — I Iv,1(�O Doo ' Io L--�--� -- ----- - ----- -------- --- BY-- DATE_�--/ MACKENZIE ENGINEERING INCORPORATED JOB NO 0690 S.W.BANCROFT STREET PORTLAND.OREGON 97201(503)224-9560 SHT - 1�? OF r�MACKENZIE ENGINEERING INCORPORATED IN.ALL RIGHTS RESERVED a Fcvhl�A-T"I<.�t-1 I.✓hLL- OESI4 EL 1(0l� Oyr'S,Ue_ Pti rR PA_ (q � Xq � i , . 427 5 PAF PvL. 07"- 11.)& l Rb = 1~L 170 Q T I Z. 1.S FAQ-r�K af- st+r r r7 I(G�� • Qy41j • 3S z � Y t I rr o S �Soor��F P R i Sri L LL. s ZS P F t IZ 3►2 S i 3,2 °� - 21 I I X 5C7 C7 �I -7 x Z S + IZ5 PSF ) A Z�,I PL F (vc;c L A err • 8�X + IoE� 1l , 3��L z (QED PROFc �+ Zsri + C'IN�` o - 3ivFj' 31ce5L 4Z5 t . '?�C:r t�, 4' 13089 4419 OfIrGON 1 19,19�y Q�C� lye,ME RRIV'- DATE q�r --- _ JOB NO MACKENZIE ENGINEERING INCORPORATED SHT Pl-Jj -OF--- 0690 OF __0890 S.W.BANCROFT STREET PORTLAND,OREGON 97201(503)2249580 P.O.BOX 89039 PORTLAND,OREGON 97201 FAX(503)2281285 (g MACKENZIE ENGINEERING INCORPORATED INS.ALL RIGHTS RESERVED os SIU CSR N EK SE GTlcr� Ib S 1�0 7o I S � I70 SECTION S = FRo� pl< by INS�L:�InN �� EL I (n3' Ur,r dVTSIOE N:/_S= I?3 Z-I-, 4F 6F) 1=L 1 Cc 3 R e = 19 12 r f�� ). (S z 3 1 (2�� 5% rtit_C CA LC U►- Il,7— TYV, 4.10 N Te COCNe/L l � i Z / cOk Z � ' o/c pe.5,5r" 'Clr By DATE JOB NO M___-_.._ -- MACKENZIE ENGINEERING INCORPORATED 0890 S.W.BANCROFT STREET PORTLAND,OREGON 97201(509)224.9590 SHT Fw j- OF ML P.O.BOX 89099 PORTLAND,OREGON 97201 i-AX(509)228.1285 (9)MACKENLIE ENGINEERING INCORPORATED 1YM,ALL RIGHTS RESERVED 1 '7 PJ a 14 � �rero - .Gl'G lAit�f1' �sC- Cq� s BAsC4- /y � �/ IU Sf�LrC"F/ON SEc71 bu H-7 Z s =L I Z 6 l�lrF zIZ Pyr � KEy ' Z5� PL I= oLrrm'10 v l0 Od 472 �- 19 IU p 1 Z I jrp� �f� SV.4�j >x � /SO 42 4d'� y5C -Z_ T44(Oa r By _Tm ---- -- -- DATE ----- -- MACKENZIE ENGINEERING INCORPORATED JOS NO - ---- -- 0890 S W BANCROFT STREET PORTLAND,OREGON 97201(5031 224-9560 S H T _-,�w S PO BOX 89039 PORTLAND,OP,EGON 97201 FAX(503)2281285 — OF �j MACKENZIE ENOINEFRINO INCORPORATED 1988 ALL RIOHTS RESERVED —f►zi E�. I�cr ca�S I t�C Rei' (vSa ► ( SI� .� _ (�J( Ir. oe;1 # PL -7L4g* • � T ('02 2-9 r ia� � � Z qU ' • ,on .: 6 S 5"� 7 -7 t.. r�rc, - Zr 4 SC- (0Ito 0 .ter Z�/ CkC Lrc`gS /2CSl�sr�l�rCC SLSczv l(cp r`CcCSg c 2z j7JOt 1-730 Yl� e L 573. Z� Z-'21 ' L- = 4SS7� i� 's � � 4 pc_�• 1yrA.&,cr t4bri (cortiell- 2 Z-7 1Z2Z`I _ '58410 = fic�U�?lon/1L CA/AciTr 3t,v� PLt- BY ---- — — --- -- DATE MAr'KENZIE ENGINEERING INCORPORATED [ITTi JOB NO ._ . 0690 S BANCROFT STREET PORTLAND,OREGON 97201(5031224.9560 P.O.BOX 69039 PORTLAND,OREGON 97201 FAX(503)228. 285 SHT — w OF ©9��'AESeAvEo EERING INCORPORATED � I I s '+ lo' 9 I -Z t' t Iz��kk `i f y /L k '► 4� A y �, c I '�' V s z' !� S © rfic c- ....... __.._..______T -. -r___-. By_ -- DATE-- JOB NO MACKENZIE ENGINEERING INCORPORATED 0890 S.W.BANCROFT STREET PORTLAND,OREGON 97201(503)224.9560 SHT t:"N OF P.O.BOX 69039 PORTLAND,OREGON 97201 FAX(503)228-:'R5 � MACkEN21E ENGINEERING INCCAPORATED 1W.ALL RIGHTS RESERVED r �T rtA[ la w I oej ' 15 G S - I � ,� ►z •o8) �� I �Z�f- PL{' � w T 19x3 p GY P12LI, )pI X65/(1tv t 0 ci/nj ---- k ISD I�{•'� I'S F I3L4 , �y •� t7 9 c� 8 V5IST rzti F=KbrI IJ — - ----- --------- --_.. -_� By DATE. _ I MACKENZIE ENGINEERING INCORPORATED JOB NO. 0890 S.W BANCROFT STREET PORTLAND,OREGON 97201 150311249580r SHT ���'OF P O.BOX 69039 PORTLAND,OREGON 97201 FAX(503)228-1185 I M NZIE.ENGINEERING ED CORPORATED CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW SDR 13-86 APPLICATION: Request by Western International Properties to allow the construction of two industrial buildings totaling 68,800 square feet and releted facilities on property zoned I-L (Light Industrial) and I-H (Heavy Industrial) and located on the south side of Tech Center Drive adjacent to the Southern Pacific Railroad (WCTM 2S1 IDC, TL 1100 9part) and 4000) . DECISION: Notice is hereby given that the Planning Director for the City of Tigard has APPROVED the above described applicant subject to certain conditions. The findings and conclusions on which the Director based his decision are -s noted below. A. FINDING OF' FACT 1 . Background Lot Line Adjustment (M 16--85) was approved and recorded which enlar,,_,d the subject property . The former ear,tern property line coincided with the boundary between the I- L (Light Industrial) and I-H (Heavy Industrial) zones . Since the zone designations were not changed, the eastern 256 feet of the property is zoned I--H and the remainder is zoned I-L. 2. Vicinity Information The properties on the north side of Tech Center Drive are developed and zoned I-P (Industrial park) . "The area to the south and east is Toned I--H and the land west of the railroad trakks i3 zoned I-L. Tech Center Drive is designated as a miner collrc:tor street and it is intended to cross the tracks and provi3e a connection to Bonita Road arid possible future a+:reet c,xten-s-ins to the north leading to Hunziker Street and Hall Blvd. r 3 . Sito Information and Proposal Description The property is undeveloped and is c:ojered primarily by tall grass . The applicant proposes to grade the site and construct two industrial buildings totaling 66,810 square feet. The two buildings will share a common central loading area with parking located around the building perimeter. titorm drainage will be directed toward the railroad right-of---way to the west. 4. Agency and NPI) Comments The Fngirieering Division has the following comments : a. The pubii:. storm sewer line crossing the northwest. corner of . the property must be within a pubic easement. As a condition of approval for M16-85, the majority of this easement was dedicated. Confirmation of the recording of ' NOTICE OF DECISION - EDR 13--86 -- PAGE .' this easement: should be provided 14nd any remaining portion of this line without an easement should have a public easement recorded as a condition of approval for this development:, b. Written verification shall be provided incicating that Southern Pacific Railroad approves of any necessary drainage improvements to be made within the railroad right-of--way , C . The method for, disposing of storiimater runoff has been determined pra,,iously for the Tech Center Drive area and therefore a Sensitive Landa review is riot necessary for the proposed public storm sewer line which crosses the subject property. The Building Inspection Division and t:he Tigard Water District have no objections to the request. The Tualatin Rural Fire Protection District indicaes that all portions of the building must: be within 250 feet of a fire hydrant. No other comments have been received, 8. ANALYSIS AND CONCLUSION This proposal is consistent with Community Development Code requirements related to building setback and height, maximum lot coverage, access, visual clearance, and landscapii.g. Additional discussion is warranted relating to parking, storm drainage, signs, and allowed uses . 1 . Parking The Code requires that ones parking space be provided for each 1,000 square feet of floor area for many industrial uses. Based upon the proposed si-e of the buildings, 66 spaces and one handicapped space are required. The applicant is proposing 276 spaces and two handicapped spaces. This will allow sufficient Flexibility to accommodate the few uses permitted in the 1--L zone which have higher parking requirements. The Code standard foe- parking space dimensions is 9 by 18 feet. All of the spaces shown on the site plan are 18 feet in depth and the widths val^y botwecn 8 and 9 feet. The Code permits the use of compact space-3 (8--112 x 15 feet) for 25 percent of the required number of spaces as well as any spaces provided above the required amount. Based upor the above standards, the site plan must be amended so that a minimum of 50 spaces are a minimum of 9 feet in width with the minimum width for, the remainder to be 9-112 feet wide. A wheel stop or equivalent is required three feet from the front of all parking spaces located on the perimeter of the property. Also, a landscaped strip of at least three feet should be provided between the street right-of-way line and the parking lot. These standards caro be meL by simply moving the curb two or three feet in from the property line an. expanding the landscaped area devoted toivy. Low landscaping material or a sidewalk can be located in the front three feet of a parking space. NOTICE OF DECISION SDR ;3-86 - PAGE 2 Finally, the Code requires that one secure bicycle parking space be in3talled for every 1' required parking spaces. This project must. have five bicycle spaces with the location ar•d design to bo approved by the Planning Director. 2. Storm Drainage The previous 'lct line adjustment approval required the dedication of a public easement for the anticipated storm sewer, line located in the northwest corner of the property. An easement was submitted which included moat of the necessary easement area. Since the construction of the storm sewer line was not necessary until the site was developed, the dedication of the remainder of the public easemQnt was postponed to the site u-velopment review stage. 3. Signs The applicant intends to pace one sign near each driveway entrance which will direct traffic to the appropriate driveway. The signs will be approximately six square feet in size per side. Given the nature of the project and the need to provide directional inf-rmation at the entrances, these signs are appropriate. 4. Allowed Uses The project is a continuation cf the development on the nor4:h side of the street. It ahould be roted that the permitted E'ses are not identical because of the different zoning districts which apply. The applicant should review these differences with the Planning staff. C. DECISION The Planning Director approves SDR 13-86 subject to the following conditions: 1 . UNLESS OTHERWISE NOTED, ALL. CONDITIONS SHALL BE MET PRIOR 'fr ISSUANCE OF BUILDING PERMITS. 2. Five (5) sets of public improvement construct:ion plans and one (1) itemized con3truction cost estimate, stamped by a registered Professional Civil Engineer, detailed all proposed public improvements shall be eubmittod to thn Engineering Section for approval. 3 . Sanitary and storm sewer plan—profile details and concrete driveway apron details shall be provided as part of the public improvement: plans. 4. Construction of proposed public improvements shall not commence until after the Engineering Section has issued approved puhlir• improvement plans. The Section will require posting of a 100% Performance Bond and the payment of a perrA t fee. Also, the NOTICE OF DECISION -- SDR 13-86 — PAGE 3 execution of a street opening permit shall occur prior to, or concurrently with the issuance of approved public improvement plans. SEE THE ENCLOSED HANDOUT GIVING MORE SPECIFIC INFORMATION REGARDING FEE SCHEDULES, BONDING AND AGREEMENTS. 5. A revised site plan shall be submitted fur Plannin:, Director approval which includes : a. Wheel stops or equivalent for all of the parking spaces adjacent to the north property line. b. A minimum width for 50 parking spaces of 9 feet. C. All remaining spaces shall be a minimum of 8--1 /2 feet in width. d. Location for five bicycle parking spaces. The design shall also be approved by the Director. 6. A sign permit shall be obtained for tarn directional signs utilizing the dimensions, size, and design submitted by the applicant, 7. The applicant shall provide the remainder of the public storm sewer easement between the rights--of--way for the railroad and Tech Center, Drive. said easement :hall be prepared on City forms (enclosed) . Contact John Hagman cf the Engineering Division. 8. This approval is valid if exercised within one year of the final decision date noted below. D. PROCEDURE 1 . Notice: Notice was published in the newspap?r, posted at City Hall and mailed to: The applicant & owners XX Owners of record within the required distance XX_ The affected Neighborhood Planning Organization XX Affected governmental agencies 2 . Final Decision: THE DECISION SHALL BE FINAL ON July 29, 1986 UNLESS AN APPEAL IS FILED. 3 . Appeal.: Any party to the decision may appeal this decision in accordance with Section 18.32.293(A) and Section 18.32 .370 of the Community Development Code which provides that a written appeal must be filed with the CITY RECORDED? within 10 days after not' _e is given and sent. NOTICE OF DECISION - OR 13-86 - PAGE 4 The deadline for filing of an appeal is 3:30 P.M. July 29, 1986 4, uesY,ions: If you have any questio•es, please call the Ci Ly of Tigard Planning Department, Tigard City Nall, 13125 SW Nall Blvd. , PO Box 23397, Tigard, Oregon 97223, 639-4171. P E_ ED� Keit S, Liden, n' r Planner TE Wi-i iam A. Monahan, Director of Community Uevelopment D E APPROVED (KSL:ski/d j 54) LILL / — T cz_ -- ORMT201 9MV1 J' k' �! ' �•L,UpM�11K UI. .r. NOTICE: OF DECISION SDR 13- 06 - PAGE 5 0—_%/A J: c ADDRESS ASSIGNMENT REQUEST Please help me inforn the proper parties for address assignments by Riving me the following, informa :ion: o Site to be assigned an address (Tax Map and Lou Number) o Former address at site (if applicable) ':f; o Type of unit (single family dwellinp, multi—family dwelling, commercial unit, office shell with suites... ) o Number of unita (i.e. , apartments). Please indicate where I may find a site plan for reference. o Comments: u Property owner or developer to confirm address with Name: p�� x �� r/l.r�r v�ss xor.a /3 / Address: L^—Ke-7 �7swl-co 0 o Name and address of other parties to receive address confirmation .letter. o Planning file number to receive copy of address confirmation letter. i ht/7288D 74� / _ s 61.) /C�1� ��(:I�//721t!I• ��r^ �c V(.,n P.O.Ebx 237 CITY OF TIG RD PLUMBING L3125 M Hall W Applicants mr.°sl hold Oregon Registration to conduct a plumbing PERMIT CR T1223 business or mus.- roperty owner/operalor not hiring outside help. 6-$-4175 o,a of Devskrxnent Plumbing Permit No. Address Description - Job _ Map.No. _�-- ORS 814-21.610 QUAN. PRICE AMI Tax Loi - Address FIXTURES Lot -- - Block - Subdivision Sink 7.50 ams or name senses -_� _ Lavatory 7.50 Tub or TuiWShower Comb. 7,50 ul'r►p 7C3diess �. .-- Shower Only _ 7.50 Owner ZIP�� ZIp Water Closet i 7.50 _ --•---_----- Dishwasher --__._ .._- - - - - 7.50 Pfxxus Garbage Disposal -�-- _ 7.50 _ JF-ama _Washing Machine ----- --- 7.50 u Floor Drai - - - _ 7.50 "Trry-L� rem Ph" Water Healer --�-_ - 7.50_ -- roccupant City/Slafo Laundry Room Tray -` �- _ 7.50 _ - Urinal _ _ 7.50 ame _ Other Fixtures(Specify)i� 7.50_ 7.50 7.50 Cordracter city/State -- -Zip _- - 7.50 -� MISCELLANEOIJS _ City Bus.Tax No Sewer 1st 100'_ / 30_00 Goan f7oState Sewer-se.Addit.100• --- 15.00 y (R daq Water Service tat 100• _ 20.00 - I hereby acknowledge Cut I have read Cuss application,Cut rhe Information _Water Serviog ea AddN"r 15.00 94%w is oorr*M that I am regisisred with ltw Stam Bundles Board.and also Storm b Rain Drain 1 at 100' 30.00 hew a State Pk*r"V Somme that the numbem giver are onrnci.Cul all _----- -- Plumbing work will be done in acoonfarce with applicabl*provisions of Ore- Storrs&p-1n Drain Adds.100' - 15.00 Pon Nevlsed Slatules CtWAers 447 and 6.93 and applicable codes and that Mobile Horne -- -— ---_ no heip will be un be etpless Noeneed under ORS 693.IN exempt from -- Space - - 25.(10 Stals registration.please give reason below) Back Row Prrrention HOMEOWNERS-I hereby oertoy ew I am the owner of the property ds- DeMos or An64N*Xion Devios 7.50 ecrbsd above.al.~location 1 propose b maks a pb vd*g Instal Alor fur my own uts and 1111111 property Is not being oonstrucled for tai*,lease a Cer11ntcXe rerw �Y Trap d Waste Not d to a Rxturo 7,$0 Catch Basin T_ 7.50 _ kap.of Exist.PkxnbKV - _ 40.00 Per Hr. - - .._-------_ - -- --- Specialty Requested Inspeocris 40.00 Per Hr Aller.of Plumbing wftMn --- an E .WWV Bldg _ 15.00 min AUTHORIZED SIGNATURE - -- Dye No%BM4.or Build.Addition 26.00 rroln Descry»work new(j adddion Dalteration D repair El , ,uj - 15.00 - 12 be dor" residential(.1 non-residential -- - El ION use o1 --_-- — - - bt/Ik*V of property �a --.—_- __ NJb-tl)TAL --- ----�-of-tea-- bAbrilig dtpfopeny NOTICE - Thlt pamM beoom"'AXI end wold M waft on oonstuolion authorized is to oom - - -- 1f1M110*d wi him 100 dweNer M ow"irucoon or worst Is at"" or at andonwl for A PsdW nt 180 days at any 4ms adbr work N oomritenced SMOtAL 00"W'K*0 Dote Issued _�_ _ by -_-- i P.o.Box 2aW7 CITY OF TIGARD PLUMBING 13125 9d HaU BIW-1. Applicants mum hold Oregon Registration to conduct a plumbing PERIT Tigard CR 97223 business or must be property owner/operator not hiring outside help, 6.39-4175 Name of Development ' E {f Plumbing Pnmit No. 04 AA tWIC f- Addlhl /Ertl(- ORS 1 810 DUAN. PRICE MAT Job Tax Lot Map.No. - Addreas ---- FIXTURES Lid Block Subdviskxh --- - --- --- Sink 7.60 ams of name, ss _ l Lwatory 7.50 -CL l y,���f� - Tibor 7.50 mi _- - au xq cas '�-__ - _ Shower Only - 7.50 _ Owner ! fit - -- Zip Water Closet 7.60 -- --, _ Dishwasher _ _ _ _ 7.50 _ Phone - Garbage Disposal -- _ 7.50 -- -- Washing Machine 7.50 Name -- _-. _ - - -_ .._ _ .- Floor Dram7.50 a,nhg� ress ---__ � .. �� -- - Water Heaterl--- .�. 7.50 Occupant Laundry Room Tray . 7.50 Cityi.. --- --------Zip Urinal 7.50_ FJariy� Other Fhrtures(Speciy) - - 7.50 171✓bl�Y( T 7.50 Address7-t�hone -- Qx"ractor qqx1stats 2Jp 7.50 pd (�}�7 ,�iP Ct7Zd3 MISCELLANEOUS city Su" Tax No Sevwr 1st 100' Z 30.00 Q (oma 19C)5 sew«...Addit:100 ---- '15.00 W1114 1:140P.Board NO, State s -- - -_! (Residential) Water Service 1-4 100-- J 20.00_ 0 j 1 hereby advhowbdpe that I have read this application.thal VVkhkxmatinWater Service on.Addil.�h 15.00n - - gtv -n r.oonect,OW I sm regielersd with the State Bull(Ws Board,and also Storm 6 Rain Drain 1 at.100' / 30.00 34D have a State Phxnt*V Noenee that the numbers given are correct,tat an - pknntw g work will be done in smordarroe with applicable proviRkw"of 0-- Storm&PNn Drain AddM 100' / 15.00 got Revised Statutes Chapters 447 and 693 and applicable oodes arni that Mobile Home Spam 25.00 no help MM be employed uroesa NoonsW under ORS 003 (11 eyempt from 6adt Flow Prevention '! Stab regia rxbn,pbass give reason befog aevloe or Preve tion Device 7.50 NOMEf71M*RS-I hereby ow*Shot I an the owner of Iho property de u l -_- - sorbed above.s1 wfh/oh boalion I pwprlee to mob a FlumbkV MN1aMMla+lir Any Trap or Waew Not my own use and Olio propwty Is not being oanstrhxied lir"I*.base or tent. Cnnnecbd to a Fi 7.50 Cutch f)issin 7.50 �- -'- keep of Exist.Pkxnbing - 10.00 Per Hr ----- --- Spodally As" ""CtIons 10.00 Per Hr Alter.of PM.anb"wIthk an E*"81dg. 15.00 ft".ffr ALfTHORIZE D 811 Dab New bldg.or Bulid.Add*jn 26.00 n". e fanal Desalt work rota addition aft"tion Q repair dweuirg 15.00 done_..___.__reaktential t l non-rosWetlttel�_--- - Exbtkq use of bq Cr property _ __ _ - - 1111M•TOTAL 00 U"a �ta GIIJIF a �3 TO bu�c►ptfoparty *rife I jI4" �. - - Tata pwn*baaantes ave htofdlf work or oorlaRtitSaon arthr»ued Ia not rxw, �O T L 11 trtatow te1NMt ttlo dayllta►M ewtlfrudlon a ax>rIt M atJgertead rx rlbandan.rt lir a period of 180 Aa"of any One o ler worth N oonrranood 111"MAL 00NDIT1Qf(tl► - L`+ts berhel by SH-EDDY-SOUTHER #198 SOUTHWEST COMMERCE CENTER SPECIFICATIONS AND DETAILS Owner Spieker Partners ? . 0. Box 5909 Part and, Oregc7 97228-0590 503) 6"A -4666 Arcnitect Mackenzie/Saito & Associates, P.C. 0690 S.W. Bancroft Street P. 0. Box 690139 Portland, Oregon 97201-0039 1 (503) 224-9570 Civil and Structural En iy'neer: Mackenziei Eng veering Incorporated 0690 S.W. Bancroft Street IP. 0. Box 69039 Portland, Oregon 9-201-0039 (501; e24-9570 ' C:ntractor C. Schiewe & Associates 1024 N.E. Dav;s Port'and, Oregon 97232 (503) 234-6616 1 Project Number 288409 i 10 OWNER/DEVELOPER/ CONTRACTOR Spieker Partners P. 0, Box 5909 Portland, OR 97228-0590 (503) 684-4666 A ARCHITECT Mackenzie/Saito & Associates 0690 S.W. Bancroft Street P. 0. Box 69039 Portland, OR 97201-0039 (503) 2.24-9570 � "7 OF N PROFS, , r,1NF ENGINEER Mackenzie Engineering Incorporated ��y� 44 (Structural & Civil) 0690 S.W. Bancroft Street /11,2 2r' P . 0. Box 69039 I Portland, OR 97201-0039 f , ,1 dN (503) 224-9560 ; 17 The following specification sections have been prepared by: Mip R p,�G LANDSCAPE CONSULTANT Mike Faha & Associates 11830 S.W. King James Place Tigard, Oregon 9722.4 (503) 684-3318 Sections: 02751 , 02810, 02820, 02821 0 PR�f U?829-, 02830, 02840 C�J��G1C1 SOILS CONSULTANT Geotechnical Resources Inc. 8230 7412 S.W. Beaverton-Hillsdale Highway; Tigard, Oregon 97225 OREGON v (503) 292-2621 20, Sections: 02.200, 022,11 , 02612 ELECTRICAL ENGINEER Galat, Mitchell & Associates 310 S.W. 4th Portland, Oregon 97204 'e�� PRO,rF (503) 222-1525 �'`` I it ♦ p Sections: 16010, 16050, 16460, 16160 9151 16170, 16181, 1h450 �R � r o INDEX OF SPECIFICATiONS DIVISION 1 - GENERAL REQUIREMENTS 01000 General Requirements 01000-1-7 DIVISION 2 - SITE WORK ,32010 Subsurface Explorations 02010-1 1 Prepared ty GeoTechnical Resources, Inc.. : 02700-1-6 02200 Earthwork action 0�,21-1- 02221 Trenching, Backfilling and Comp 02550 Site Utilities 02550-1-55 ving 02612-1-4 02612 Asphaltic Concrete Pa Prepared h , Mike Faha & Associates: r 02751 Design/Build Irrigation 02751-1-7 02810 Topsoil Placement and Soil Preparatiun 02810-14 0?820 Seeding Lawns 02820-1-2 M 02821 Seeding Turf 02821-1-2 02822-1-2 02822 Sodding 02830 Trees, Shrubs, Ground and Flowers 02.830-1-3 1 02840-1-2 02840 Landscape Maintenance 1 DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07100 Waterproofing 07100-1-2 07510 Built-Up Bituminous Roofing 07510-1-3 07610 Flashing and Sheet Metal 07610-1-2 07800 Roof Accessories 07800•-1-1 07900 Sealants 07900-1-3 DIVISION 8 - DOORS AND WINDOWS 08110 Hollow Metal Work 08110-1-2 08360 Sectional Overhead Doors 08360-1 4 08400 Entrances a, . orefront 08400-1-3 08520 aluminum Winau. s 08,-120-1-2 08710 Finish HarNare 08710-1-3 08800 Glass and Glazing 08800-1.-3 DIVISION 9 - FINISHES 09900 Painting 09900-1-2 Paint Schedule DIVISION 10 - SPECIALTIES 10950 Miscellaneous Specialties 10950-1-2 DIVISION 11 - EQUIPMENT 11870 Dock Equipment 11870-1-1 DIVISION 16 - ELECTRICAL Prepared by Gaiat, Mitchell & Associates- 16010 Electrical General Provisions 16010-1-4 16050 Electrical Basic Materials & Methods 16050-1-3 16460 Indoor Dry-Type Transformers 164GO•-1-2 16160 Branch Circuit Panels 16160-1-2 16170 Safety Switches 16170-1-1 16181 Fuses 16181-1-1 16450 Grounding 16450-1-1 i a DIVISION 1 - GENERAL REQUIREMENTS 01000 General Requirements 01000-1-1 u 1Y 9 8 1 oluoD GENERAL REQUIREMENTS PART 1 - GENERAL A. DESCRIPTION 1. Work includes, but is not limited to: a . Work covered by this Contract b. Contracts ,ART 2 - PRODUCTS (Products not required in this section) PART 3 - EXECUTION A. WORK UNDER TH I "ONTRACT: 1. Construction of two building shells. a. Work consists of construction of an approximately 43,230 sq. ft. warehouse/distribution, fully sprinklered b:ailding with sloping concrete slab on grade floor, concrete tilt-up walls, and a 20' clear height wood panelized roof System. b. Work consists of construction of an approximately 49,400 sq. ft. warehouse/distribution, fully sprinklered building with sloping concrete slab on grade floor, concrete tilt-up walls, and a 20' clear height wood panelized roof system. c. Site work consists of parking and amenities for approximately 113 cars, true maneuvering, dock and drive in door areas, asphaltic concrete paving, and installation of storm and sanitary waste utilities, d. Work in public ri4nt-of-way consists of curb cuts along S.W. Tech Center Drive. 2. Building Analysis: Latest edition of Uniform Building Code with Oregon Amendments: 1 a. Buildings A and B: 1) Occupancy Group: B-2 2) Construction Type: IIIN 3) Separation on (3) +hree sides 4) Fully sprinklered 3. Legal Description: A parcel of land being all of that property recorded in Fee Number 81 035898 and a portion of that property recorded in Fee Number 79 014512, Washington County deed Records, situated in the South one-'Half of Section 1, Township 2 South, Range 1 West of the Willamette I Meridia:i, in the County of Washington and State of Oregon. 1 01000-1 } I B. WORK NOT IN THIS CONTRACT (N. T . C.) ` 1 . For work designated N. I .C. provide assistance and cooperation. r C. COORDINATION: II 1 . To enable orderly progress of the work, prevent duplication of effort , and ensure proper sequence of operations, Contractor shall coordinate the efforts of all supGliers and Subcontractors. 2. 1"hroughout the progress of the work, the Contractor shall provide all ` necessary personnel thoroughly familiar with the Specifications and f drawings, completely trained and experienced in the necessary skills, who shall be present; at the site and direct work performed. 3. Conditions of Surfaces: Surfaces previously prepared or installed ty � another trade shall be inspected carefully before applying subsequent materials or finishes. If an unsatisfactory condition to receive finish exists, notify the General Contractor and A/C, in writing, immediately. 4. Covering Up: No Contractor or Subcontractor shall cover up or conceal work of other Co,.tractor/Subcontractor until same has been tested and/or approved. 5. Contra-tor shall verify and confirm all dimensions and conditions shown or implied on the drawings and Specificati;,ns as well as the physical cor+dit.ions of the site. NotifyA/F. of discrzpancies prior to start of work. 6. Drawings are generally diagrammat; and, unless specifically dimensioned, the locations of fixtures, equipment, and the routing of piping are approximate and shall not be scaled from the drawings. It is the responsibility of Contractor to coordinate work of his Subcontractors. To this end, Contractor shall require t'iat various Subcontractors carefully examine and familiarize themselves with the drawings covering work of other trades, and that they consult frequently with all other trades so that work may be properly coordinated. The diagrammatic nature of the drawings and the job conditions will not always permit installation in the location shown. When this situation occurs, it shall be brought to the A/E' s attention immediately and the relocation determined in a joitit co, ferencP. The Contractor shall be held responsible for relocating items without first obtaining the A/E' s approval He shall remove and relocate such items at his own expense if so directed by the A/E. i . Verify all grades, 111nes, levels and dimensions as shown and report any errors or inconsistc�nLies to A/E before commencing work. 0. LAYOUT OF BUILDING, AND SITEWORK 1 . Contractor shall employ and pay for a registered land surveyor to establish and maintain base or reference lines and elevations from, which crafts shall lay out their respective work and from which all work may be checked for accuracy in the event of conflict or error. 2.. Verify all grades, lines, levels, and dimensions as shown, and report any errors or inconsistencies to A/E before commencing work. 01000-2 3. Reference Points: Surh as stakes, bench marks, lines, and levels to be carefully maintained. If disturbed or destroyed, replace as directed without additional cost to Owner. E. CODES AND STANDARDS 1 . Throughout the Contract Documents, referenr;; is made to codes and standards which establish qualities and types of workmanship and materials, and which establish methods for testing. 2 . Applicable Codes : All worl shall be in conformance with all Federal , State and local codes. All references to codes, specifications and standards referred to in Specification sectio;-is and on the drawings shall rr•ean, and are intended to he, the latest. edition, amendment, and/or revision of such reference standard in effect as of the date of these Contract Documents. 3. Rejection of Non-Complying Items: The A/E reserves the right to rciect items incorporated into the work which fail to meet the specified ninimilm requirements. The A/E further reserves the right, and without prejudice to other recourse the A/E may take, to accept non-complying items subject to an adjustment in the Contract Amount as approved by the A/E and Owner. F. TESTING 1 . Work Included: Cooperate with the Owner's selected testing laboratory and all others responsible for testing and inspecting the work. 2. Related Work Described Elsewhere: Requirements for testing are described in other Sections of these Specifications,, Where no testing requirements are described, but the Owner decides that testing is required, the Owner may direct that such testing be performed under current standard for testing. Payment for such testing will be made as described in this Section. 3. Codes and Standards: Testing, when required, will be in accordance with pertinent codes and regulations. 4. Product Handling: a. Promptly process and -tribute required copies of test reports and related instructions insure the least possible delay in progress of the work. b. Evaluation of Test Results: The results of the laboratory and/or field control tests shall be the principal basis upori which the satisfactory completion of the work shall be judged. Upon completion of placement if materials, the results of the field and laboratory tests and other data regarding the quality of the work wi l l be er"odied in a written report to the E•-.gineers by the testing laboratory, including conclusions as to the compliance of the completed work with the Specifications. c. if the results of testing show that any part of the structure contains materials which are below the requirements called for by these Specifications , that portion of the work will be subject Lo 01000-3 condemnation. Any work so condemned shall be removed and replaced as directed at the Contractor' s expense, including A/E's extra supervision costs. 5. Payment for Testing: a. Initial Services: The Owner will pay for initial testing services. When initial tests indicate non-compliance with the Contract Documents, the costs of initial tests associated with that non- compliance will be deducted by the Owner from the Contract Sum. b. Retesting: When initial tests indicate non-compliance with the Contract Documents, all subsequent retesting occasioned by the non- compliance shall be performed by the same testing agency at no additional cost to the Uwner. 6. Code Compliance Testing: inspections and tests rGyuired by codes or ordinances, or by a ala„ approval authority, and which are made by a legally constiti,r,ed authoriL;, shall be the responsilility of and shall be pail for by the Contractor, unless otherwise provided in the Contract. 7. Contractor' s Convenience Testing: Inspecting and testing performed exclusively for the Contractor' s convenience shall be the sole responsibility of the Contractor. 8. Inspection by Owner's Personnel : From time to time, personnel in the employ of the Owner may inspect the work where the work is in progress, but shall have no authority to direct the Contractor or request changes in the work except through the Owner' s designated representative. 9. Execution: a. Cooperation with Testing Laboratory: Representatives of the testing laboratory shall have access to the work at all 'Limes. Provide facilities for such access in order that the laboratory may properly perform its function. b. Taking Specimens: Specimens and samples for testing, unless otherwise provided in the Contract Documents, will be taken by the testing persunnel . Sampling equipment and personnel will be provided by the testing laboratory. Deliveries of specimens and samples to the testing laboratory will be performed by the testing laboratory. c. Schedules for Testing: 1) Establishing the Schedule: By advance discussion with the testing laboratory selected by the Owner, determine the time required for the laboratory to perform its tests and to issue each of its findings. 2) Revising the Schedule: When changes of construction schedule are necessary during construction, coordinate such changes of schedule with the testing laboratory as required. G. PROJECT MEETINGS 1 . Persons designated by the Contractor to attend and participate in the project meetings shall have all required authority to commit the Contractor to solutions agreed upon in the project meeting. 1 01000-4 2. Attendance* To the maximum extent practicable, assign the same person or persons to represent the Contractor at project meetings throughout progress of the work. Subcontractors, materials suppliers, and others may be invited to attend those project meetings in which their aspects of the work are involved. 3. Meeting Schedule: Project meetings will be coordinated as necessary to establish a mutually acceptable schedule for meetings. 4. Meeting Location: To the maximum extent practicable, meetings will be held at the job site. H. SLIBMI TTALS 1 . Make all submittals required by the Contract Documents, and revise and resubmit as necessary to establish compliance with the specified requirements. 2. Coordination of Submittals: Prior to each submittal , carefully review and coordinate each item being submitted and verify that it conforms in all respects with the requirements of the Contract Documents. 3. Shop Drawings: a. Scales and Measurements: Make all shop drawings accurately to a scale sufficiently large to show all pertinent aspects of tha item and its methods of connection to the work. b. Type of Prints Required: Submit all shop drawings in the form of one sepia transparency of each sheet plus one blue line print of each sheet. Blueprints will not be acceptable. c. Reproduction of Review Shop Drawings: Printing and distribution of ' review shop drawings for the A/E' s use will be by the A/E. All review comments by the A/E will be shown on the sepia transparency when it is returned to the Contractor. The Contractor shall make and distribute all copies required for his purposes. 4. Manufacturer' s Literature a. General : Where contents of submitted literature from manufacturers include data not pertinent to the submittal , clearly indicate which portion of the contents is being submitted for review. b. Number of copies required: Submit six (6) copies. Two copies will be retained by the A/E. 5 . Samples: a. Accuracy of Samples: Samples shall be of the precise article proposed to be furnished. b. Number of Samples Required: Unless otherwise specified, submit one which will be retained by the A/E. 6. Colors and Patterns: Unless the precise color and pattern are specifically described in the Contract Documents, or whenever a choice of color or pattern is available in a specified product, submit accurate color and pattern to the A/E for review and selection. I 01000-5 I . TEMPORARY FACILITIF_S AND CONTROLS 1 . Utilities: a. General : All temporary facilities shall be provided and paid for by Contractor. b. Water: Provide and pay for water service as required for execution of work. Utilities to b_ transferred to Owner upon Substantial Completion. c. Electric Service: The Contractor shall make all necessary applications, pay all fees and charges, obtain necessary permits, and provide and maintain electric energy for temporary lights and power required for completion of all work. 2. Telephone: Provide a non-coin telephone connected to the local exchange. Install immediately after work is started. Maintain until full completion of the job. Pay for, installation, maintenance, and non-toll calls. Allow everyone connected with the wort, to use, provided they pay for toll calls. 3. Utilities for Testing: Normal quantities of utilities required to make final tests of completely installed permanent systems will be furnished + at no cost to the Contractor. 4. Contractor's Facilities: Provide a field office building and sheds el adequate in size and accommodation for all Contractor's offices, supplies, and storage. Location as Droved by A/E. The entire facility, including furniture, will remain the �,-operty of the Contractor and sha11 be removed from the site after completion of the work. F . Toilet Facilities: Provide and maintain sanitary temporary toilets located on site in accordance with local code throughoAt the construction period and until Substantial Completion. 6. Enclosures: a. Barricades and Closures: Provide and maintain all legal or necessary guards, railing, lights, and warnings during the execution of the work. 7. Shoring and Bracing: Provide all shoring, bracing, and sheeting as required for safety and for proper execution of the work, and remove when the work is completed. General Contractor shall be responsible for the design, strength, and safety of such construction. 8. Environmental Controls: a. Weather Protection: The Contractor shall at all times provide protection against weather (rain, snow, ice, wind, storms, frost) so as to maintain all work , materials, apparatus, and fixtures free from injury or damage. At the end of the day's work, all work likely to be damaged shall be protected. I 9. Damage: Any work damaged by failure to provide protection above shall be removed and replaced with new work at the Contractor' s expense as required. I 10 . Maintenance and Removal : Maintain all temporary facilities and controls as long as necessary for the safQ and propel completion of the work. Remove all such temporary facilities and controls as rapidly as progress of the work will perroit, or as directed by the A/E. I I 01000-6 J. PROJECT CLOSEOUT { 1. Guarantees: Guarantee as required by the General Conditions and any other extended guarantees stated in the technical sections of the Specifications. 2. Release or Waiver of Lie,is: As required by the General Conditions. 3. Project Record Documents: As job progresses, Contractor shall keep at project site an accurately marked job set of Contract Documents showing all changes and deviations from original drawings. These shall be available to A/E. Accurate measurements of all underground services and utilities references to the building shall also be kept . These records of buried utilities should show changes of directions and locations by dimensions and elevations as the utilities are actually installed. (NOTE : Above requirements shall not be construed as authorization to make changes in work or layout without definite instructions in each case.) 4. Final Cleaning: Prior to completion of the work , remove from the job site all tools, surplus materials, equipment, scrap, debris, and waste. r "END OF SECTION" 01000-7 1 DIVISION 2 - SITE WORN. 02010 Subsurface Explorations 02010-1 Prepared by GeoTechnical Resources, Inc.: 02200 Earthwork 02200-1-6 02221 Trenching, Backf-'Iiling and Compaction 02221-1-3 02550 Site Utilities 02550-1-5 02612 Asphaltic Concrete Paving 02612-1-4 Prepared by Mike Faha b Associates: 02751 Design/Build Irrigation 02751-1-7 02810 Topsoil Placement and Soil Preparation 02810-1-4 02820 Seeding Lawns 02820-1-2 02821 Seeding Turf 02d21-1-2 02822 Sodding 02822-1-2 02830 Trees, Shrubs, Groundcovers and Flowers 02830-1-3 02840 Landscape Maintenance 02840-1-2 9 i I 02010 SUBSURFACE EXPLORATIONS PART 1 - GENERAL A. DESCRIPTION 1. General : A soils investigation report has been prepared for the site, of this work entitled Report of Supplemental Geotechnical Investigation, Southwest Commerce Center, Tigard, Oregon, August 30, 1988, by Geotechnical Resources, Inc. , hereinafter referred to as the Soil Engineer. 2. Availability: The soils investigation report is available for review within the appendix of the specifications. 3. Use of Data: a. This report was obtained only for the A/E use in design and is not a part of the Contract Documents. The rel in is available for bidders' information, but is not a warranty of subsurface conditions. b. Bidders should visit the site and acquaint themselves with all existing conditions. Prior to bidding, hidders may make their own subsurface investigations to satisfy themselves as to site and subsurface conditions, but all such investigations shall be performed only under time schedules and arrangements approved in advance by the A/E. B. QUALITY ASSURANCE 1. Soils engineer or independent testing laboratory will be retained by the Owner to observe performance of work in connection with excavating, i trenching, filling, backfilling, and grading. 2. Adjustment of Work: Readjust all work performed that does not meet technical or design requirements, but make no deviations from the Contract Documents without specific and written approval from the A/E. 1 "END OF SECTION" 1 I i 1 02010-1 a 02200 EARTHWORK j PART 1 - GENERAL 9 A. DESCRIPTION 1. Work includes, but is not limited to: i a. Excavating, filling and grading: 1) Site stripping, clearing, and grubbing 2) Filling and backfilling to attain indicated grades 3) Excavation for building construction 4) Rough and finish grading 5) Rock base course for building pad/pavement B. QUALITY ASSURANCE 1. Owner wild engage soil testing and inspection service for quality control testing during earthwork operations. 2. Approval Required: All fill material subject to approval of the Soils Engineer. 3. Backfilling Prior to Approvals: a. Do not allow or cause any of the work performed or installed to be covered up or enclosed by work of this section prior tc all required inspections, tests, and approvals. b. Should any of the work be enclosed or covered up prior to approval , uncover work at no additional cost to Owner. c. After the work has been completely tested, inspected, and approved, make all repair and replacements necessary to restore the work to the condition in which it was found at the time of uncovering, all at no additional cost to the Owner. 4. Unfavorable Weather: Do not place, spread, or roll sil* fill material during unfavorable weather conditions. Do not resume operations until moisture content and soil density are satisfactory to the Soils Engineer. 5 . The owner/Contractor shall provide the engineer a minimum of 24 hours notice for required testing or inspection. C. SUBMITTALS 1. Test Reports:Site visit reports with results of in-place density testing shall be submitted to owner' s representative weekly , Failing tests or unsuitable conditions shall be called to the attention of the owner's representative immediately. t 0220; -1 N' PART 2 - PRODUCTS A. FILL AND BACKFILL MATERIALS 1. On Site Materials: Organic free on-site clayey silt soils may be used as structural fill , provided that the moisture content is adjusted to meet specified compaction requirements. 2. Off Site Barrow: Approved organic-free fine grained soils are suitable for placement and compaction as structural fill . Wet weather construction will require relatively clean (less than 5% passing the No. 200 sieve, Hashed, granular material with a maximum size of 3" . B. DRAINAGE FILLS 1. Shall be clean 3/4" - 1/4" clean oranular material with less than 2% passing the No. 200 sieve, washed. C. BUILDING SLAB BASE COURSE 1. Shall be clean 3/4" - 1/4" clean granular material with less than 2% passing the No. 200 sieve, washed. D. GEOTEXTILE FABRICS 1. Mi rafi 50OX (or equi val ent) shal l be avai l abl e f or subgrade stabi l i zati on. PART 3 - EXECUTION A , Site Preparatio,, 1 . General : All areas to receive fill or foundation units shall be stripped of vegetation, surface organics, and loose surface soils. Stripping shall be accomplished across the site to a minimum depth of 6" - 12" ; locally, I greater amounts of stripping may be required. Upon completion of the site preparation, the expased subgrade shall be proofrolled with a fully loaded, 12 yd3 dump truck . Any soft and/or wet 1 areas that are detected by the proofrolling shall be overexcavated to ` firm ground and backfilled with compacted fill . In conjunction with the proofrolling, any subgrade soils loosened during stripping operations I shall be compacted, as recommended in the following subsection, prior to the placements of any structural fill . 2. Topsoil : a. Topsoil shall be madefrom on-site stockpiled topsoil placed by general 1 contra- tor. b. Loose surface soil (i .e. , topsoil , and soil high in organic content) should be stockpiled on-site for use in landscaped areas. c . Dispose of unsuitable or excess topsoil by hauling away from site. 3 . Clearing and Grubbing: Clear site of trees, shrubs, and other vegetation, except for those indicated to be left standing. a. Completely remove stumps, roots, and other debris. b. Use only hand methods for grubbing inside drip line of trees indicated to be left standing. 02200-2 €t c. Fill depressions caused by clearing and grubbing operations with satisfactory soil material , unless further excavation or earthwork is indicated. d. Place fill material in horizontal layers not exceeding 9" loose depth, 4 and thoroughly compact to a density as specified for backfill . 4. Removal of Improvements: Remove existing above-grade and below-grade improvements necessary to permit construction, and other work as 4 indicated. a. Existing Utilities: p 1) Locate existing underground utilities in areas of work. If utilities are to remain in place, provide adequate means of support and protection during earthwork operations. 2) Should uncharted, or incorrectly charted, piping or other utilities be encountered during excavation, consult utility owner immediately for directions. Cooperate with Owner and utility companies in keeping respective services and facilities in operation. Repair damaged utilities to satisfaction of utility 3) Do not interrupt existing utilities serving facilities occupied and used by Owner or others, during occupied hours, except when permitted in writing by A/E and then only after acceptable temporary utility services have been provided. 4) Demolish and completely remove from site existing underground utilities indicated to be removed. Coordinate with utility companies for shut-off of servicas if lines are active. 5) The use of explosives is not permitted. 5. Remove excess material by hauling away from site. B. EXCAVATION 1. Excavation Classification: All excavation is unclassified and includes excavation to elevations indicated, regardless of character of materials and obstructions encountered. 2. Excavate for footing, foundations, slabs, pavings, and other improvements to sizes and levels shown or required. Allow for form clearance and for proper compaction of required backfilling material . 3. All footings to bear on firm, natural , undisturbed soil free of organic material or on engineered fill . Footing excavations shall be mad with a smooth bladed back hoe bucket (i .e. , a dirt bucket) . 4. Excavate all soft, wet soil , or soil of unusual condition to firm, natural , undisturbed soil , and backfill with specified fill materials. 5. Contractor's Inadvertent Overexcavation: Backfill anu compact all overexcavated areas as specified for fill P,id backfill at no additional cost to the Owner. 6. Excess fill materials: Remove all excavated materials not required for backfilling or other portions of the work from the site. 7. Stability of Excavitions: Slope sides of excavations to comply with lccal codes and ordinances having jurisdiction. Shore acrd brace where sloping is not possible because of space restrictions or stability of material excavated. 02200-3 I 8. Maintain sides and slopes of excavations in safe condition until completion of backfilling. 9. Stockpile topsoil strippings in sufficient quantity 11 of topsoil in all planting bed; and 6" of topsoil in tal 1 olawno and e erosion control area. C. SHORING AND BRACING 1. Provide materials for shoring and bracing, such as sheet piling, uprights, stringers, and cross-braces, in good serviceable condition. 2. Establish requ;rements for trench shoring and bracing to comply with local codes and authorities having jurisdiction. 3. Maintain shoring and bracing in excavations regardless of time period excavations will be open. Carry down shoring and bracing as excavation ,progresses. D. DEWATERING 1. Prevent Surface water and subsurface ground water from flowing into excavations and from flooding projezt site and surrounding area. 2. Do not allow water to accumulate in excavations. Remove water to prevent softening of foundation bottoms, undercutting footings, and soil changes detrimental to stability of subgrades and foundations. Provide and maintain pumps, well points, sumps, suction and discharge lines, and other dewatering system components necessary to convey water away from excavations. 3. Establish and maintain temporary drainage ditches and other diversions outside excavation limits to convey rain water and water, removed from excavations to Collecting or run-off areas. 0o not use treoch excavations as temporary drainage ditches. E . MATERIAL STORAGE 1. Stockpile sat; sfactory excavated materials where directed, until required for backfill or fill . Place, grade, and shape stockpiles for proper drainage. F. COMPACTION 1 . General : Control soil compaction duri,ig construction, providing minimum percentage of density specified for each area classification indicated below. a. Struct-.res, Building Slabs, `,steps, and Pavements shall be compa,�ted to 95% of the maximum dry density at a placement moisture content 3% of optimum, as determined by ASTM 0698. b. Landscape Areas, Lawn, or Unpaved Areas shall be compacted to 90% of the maximum dry density at a placement moisture content f 5% of Optimum, as determined by ASTM 0698. 2. Moisture Control : a. Where subgrade or layer of soil material must be moisture conditioned before compaction, uniformly apply water to surface of subgrade, or laver of Soil material , to prevent free water from appearing on surface during, or subsequent to, compaction operations. 02200-4 b., Remove and replace, or scarify and air dry, soil material that is too wet to permit compaction to specified density. c. Soil material that has been removed because it is too wet to permit compaction may be stockpiled or spread and allowed to dry. Assist drying by discing, harrowing, or pulverizing until moisture content is reduced to a satisfactory value. G. FILL AND BACKFILL 1. Placement and Compaction: a. Plane backfill and fill materials in layers not more than 9" in loose depth for material compacted by heavy compaction equipment, and not more than 6" to loose depth for material compacted by hand-operated tampers. b. Before compaction, moisten or aerate each layer as necessary to provide optimum moisture content. Conipdct each layer to required percentage of maximum dry density or relative dry density for each area classification. Do not place backfill or fill material on surfaces that are muddy, frozen, or contain frost or ice. c. Place backfill and fill materials evenly adjacent to structures, piping or conduit to required elevations. Take care to prevent wedging actir,ri of backfill against structures or displacement of piping or conduit by carrying material uniformly around structure, piping or conduit to approximately same elevation in each lift. H. GRADING 1 . Rough Grading: a. Bring all finish grades to approximate levels indicated on drawings. Where grades are not otherwise indicated, finish grades are to be same as adjacent sidewalks, curbs or the obvious grade of adjacent structure. b. Grade to uniform levels or slopes between points where grades are given Round off surfaces; avoid abrupt changes in levels. c. Rough grade to allow for depth of concrete slabs, walks, and their gravel bases. d , Grade for, paved drives and paved parking areas as indicated and provide for surface drainage as shown, al 'owing for thickness of surfacing material. 2. Grading Landscape Areas: Final grades in landscape ars;as to be held 12" below final grades indicated on drawings for planting beds and 6" below finish grade in seeded and sodded lawn areas and corrosion control areas for final placement of topsoil by landscdpe Subcontractor. 3. Grading Tolerances: a. Rough Gracie: Building and paving areas; plus or minus 0.1 foot. b. Finish Grade 1) Granular cushion under concrete slabs and paving: Plus or minus .01 foot. 2) Subgrade under paving or slabs: Plus or r, inus .05 foot. 4. Finish Grading: At completion of job and after backfilling by other crafts has been completed, refill and compact areas which have settled or eroded to bring to final grades. 02200-5 5. treatment After Completion of Grading: After, grading is completed and subsequent to testing and inspection, prohibit further e:ccavating, filling or grading except wit', the approval of A/E. I . BUILDING SLAB BASE COURSE 1 . General : Base course consists of placement of rock base material , in layers of indicated thickness, over subgrade surface to support concrete building slabs. 2. Placing: a. Place base course material on prepared subgrade in layers of uniform thickness, conforming to indicated cross-section and thickness. Maintain optimum moisture content for compacting material during placement operations. b. When a compacted base course is shown to be 6" thick or less, place material in a single layer. When shown to be more than 6" thick, place material in equal layers, except no single layer more than 6" or less than 3" in thick,iess when compacted. END OF SECTION 02200-6 r"WIN NNA owl 1 02221 TRENCHING, BACKFILLING AND COMPACTION PART 1 - GENERAL A. DESCRIPTION 1. Work in this Section includes, but is not necessarily limited to: a. Trenching and trench backfill necessary for complete installatio,i of all underground items not covered by other Sections of these Specifications. B. QUALITY ASSURANCE 1. Owner will employ and pay for independent te.st;ng laboratory or geotechnical engineer to conduct compaction tests on all backfilling operations. PART 2 PRODUCTS A. TRENCH BACKFILL MATERIAL 1 . Trench Foundation: 3/4" minus; less than 5% passing No. 200 washed analysis. 2. Pipe Bedding: 3/4" minus; less than 5% passing No. 200 washed analysis. 3. Pipe Zone: 3/4" minus; less than 5% passing No. 200 washed analysis. 4. Trench Backfill within building areas and areas to be paved shall be relatively clean (i .e. , less than 5% passing No. 200 sieve (washed analysis) granular material) PART 3 - EXECUTION A. TRENCH EXCAVATION 1. General a. Trench excavation and backfill in accordance with any and all specifications of any controlling regulatory agency under which the work is being performed. b., Excavate the trench to lines and grades shown or established with proper allowance for pipe thickness. The subgrade upcn which the bedding is to be placed shall be firm, undisturbed and true to grade. If the trench is over-excavated, restore to grade with materials specified for pipe bedding at no expense to Owner. Place material over the full width of the trench and compact in layers not exceeding 9" deep to establish grade with allowance for the pipe bedding. c. Dispose of all excess material not required elsewhere on the project. d. Provide all materials, labor, and equipment necessary to adequately shore trenches to protect the work, existing property, utilities, pavement, etc. , and to provide safe working conditions in the trench. Method of shoring in accordance with the Contractor's design. Damages resulting from improper cribbing or shoring will be the sole responsibility of the Contractor. 0221-1 wa. •tee � w� .. e. Locate excavated material in such a manner that it does not create a hazard to pedestrian or vehicular traffic, nor interfere with the function of existing drainage facilities. f. Remove and dispose of existing and damaged sewer pipe and structures and other facilities necessary to construct the sewer. g. Plan and layout trenches to avoid root structures of trees indicated to remain. B. TRENCH FOUNDATION 1. Trench foundation is defined as the bottom of the trench in which the pipe bedding is to lay and is responsible for support of the pipe. 2. When in the judgment of the Soils Engineer, the existing material in the bottom of the trench -is unsuitable for supporting the pipe, excavate below the pipe as directed. Place backfill in trench to subgrade or pipe bedding with trench foundation materizl over full width of the trench and compact layers not exceeding si, inches deep to the required grade. C. PIPE BEDDING 1. Pipe bedding is defined as the furnishing and placing of specified materials on the trench foundation so as to uniformly support the barrel of the pipe. 2. Pipe bedding consists of leveling the bottom of the trench or the top of the foundation material and placing bedding material to the horizontal centerline of the pipe. Place specified bedding material in at least two lifts. Place first lift to provide the minimum [ ]" depth of bedding material shown on t`.e plan before the pipe is installed. Spread bedding smoothly to proper grade se the pipe is uniformly supported along the barrel and excavate bell holes at each joint to permit proper assembly and inspection of the entire joint. Provide firm unyielding support along the entire pipe length. Place subsequent lifts of not more than [ ]" in thickness up to the horizontal centerline of the pipe. Bring lifts up together on both S1riP5 of the pipe and carefully work under the pipe by slicing with i ,hovel or other approved procedure. Pay particular attention to the area from the flow line to the horizontal centerline of the pipe or top of bedding to ensure that firm support is otu`. ained to prevent any lateral movement of the pipe during the final backfilling of the pipe zone. Place pipe bedding full width of trench. [1. PIPF ZONE 1 . Pipe zone is defined as the full width of the trench from the top of the bedding to 4" above the top outside surface of the barrel of the pipe. 2. Place specified pipe zone material carefully around the pi-)e in 4" layers and thoroughly hand tart,-' with approved sticks supplemented by walking in and slashing with a shovel . Prevent pipe from moving hither `;rizontally or vertically during placement and compaction of the pipe zone material . Mechanical compactors are p,•ohibited for placement of fill in the pipe I 02221-2 E. TRENCH BACKFILL 1. Trench backfill is defined as furni siring, placing and compacting of material in the trench between the tor, of the pipe zone material and the bottom of the pavement base rock ground surface or surface material as directed. 2. Soils Engineer will sample excavated material to determine suitability of native material for use as trench backfi?11 . Should native material not be acceptable, trench backfill material will be as previously specifi,?d under materials. Backfill trench in landscaped areas above the pipe zone to within 12" of the final surface grade shown or. the plans in lifts not to exceed 9" of loose depth. Compact each lift to minimum 90% of maximum dry density as determined by ASTM D698 with mechanical vibr,4tors or impact tampers. Compact trench areas at paving and inside building areas to 95% of maximum density as determined by ASTM D698. Place final proper surface as required. Subsequent settlement of the trench during warranty period will be considered result of improper compaction and shall be promptly corrected. "END OF SECTION" a t f I r I 02221-3 02550 SITE UTILITIES PART RAL A. DESCRIPTION I. Work includes, but is not limited to: a. Provide underground utilities to within 5'-0" of building: 1) Storm sewer 2) Sanitary sewer on and off site 3) Site electrical 4) Telephone conduit 5) Domestic water system 6) Fire protection 2. Related Work Specified Elsewhere: a. 01720 Project Closeout b. 0220C Earthwork c. 02221 Trenching, Backfilling and Compaction d. Division 15 Mechanical e. Division 16 Electrical B. QUALITY ASSURANCE 1. Codes and Regulations: a. All work and materials shall conform to all applicable local and State Code, Laws and Regulations, includi.,g OSHA and Public Works Engineering Standards of local public authorities with jurisdiction. b. Whenever indicated materials, workmanship, construction is of higher quality or capacity hanaements that grequired bor y the above Codes, the Drawings and/or Specifications shall govern. C. Should there be any direct conflict between the State or local Codes, Laws or Regulations and the Drawings and/or Specifications, the State or local Codes, Laws or Regulations shall govern. d. Provide insurance coverage as required by public authorities having jurisdiction. 2. Permits and Inspections. a. Unless otherwise distinctly hereinafter specified, this Contractor shall apply and pay for all necessary permits, fees and 11i required by any public authority having Jurisdiction. inspections 3. Drawinqs. a. The working drawings are generally diagrammatic. They do not show every offset, bend or elbow required for installation in the space provided. They do not show every dimension, component piece, section, joint or fitting required to complete the project. All locations for work shall be checked and coordinated with existing conditions in the field before beginning construction under this section or any ether section. 02550-1 b. Existing underground utilities lying within the limits of excavation under this section shall be verified as to condition, size and location by uncovering, providing such is permitted by local public_ authorities with jurisdiction, before beginning construction under this section or any other section. C. SUBMITTALS 1. Submit electrical layout approved by serving utility prior to installation of any underground utilities. PART 2 - PRODUCTS A. GENERAL: Provide 'she following materials where local ,jurisdiction will allow to % 'thin 5'-0" of building line. B. STORM SEWER 1. Concrete Pipe: a. Non-reinforced bell and spigot pipe conforming to ASTM Standard Specification C-14, Class 3, unless noted otherwise on the Drawings. b. Reinforced bell and spigot pipe conforming to ASTM C76, Class II unless noted otherwise on the Drawings. Rubber-Basketed joints conforming to ASTM C-443. 2. Corrugated Metal Pipe in accordance with AASHTO M36 or M167 completely coated with bituminous material conforming to AASHTO M190 with a minimum thickness of 0.05" at the crest of the corrugations. 3. Polyvinyl Chloride Pipe (PVC) : Iii accordance with ASTM 0-3034-83. C. SANITARY SEWER 1. Concrete Pipe: a. Non-reinforced bell and spigot pipe conforming to ASTM Standard Specification C-14, Class 3, unless noted otherwise on the drawings. Rubber 0-ring joints conforming to ASTM C-443. b. Reinforced bell and spigot pipe conforming to ASTM C76, Class II unless rated otherwise on the drawings. Rubber-Basketed joini:s conforming to ASTM C-443. 2. Polyvinyl Chloride Pipe (PVC) : In accordance with ASTM D-3034-83. D. DOMESTIC WATER 1. Copper: Type K hard drawn copper tubing in straight lengths with solder type fittings. Piping 2" and smaller with wrought copper fittings. 2. Polyvinyl Chloride: Class 200 PVC with rubber gasketed push-on joints ::omplying with ASTM D-2.241-84. Fittings conforming to ASTM D-2467-76a. Joints on pipe and fittings conforming to ASTM D-3139-84. NSF approved pipe and fittings. 02550-2 i 1 E. PLUMBING CLEANOUTS 1. Plumbing cleanouts shall be installed in the drainage system where noted on Drawings or where specifically required by the governing Plumbing Code. 2. Cleanouts (Exterior Paved Areas) : Josam #58860 heavy duty cast iron access box with secured scoriated cover, anchoring flanges, and cast iron cleanout with seriated cut-off sections and threaded bronze plug. Provide a minimum 18" x 6" concrete pad at grade. F. CATCH BASINS: 24" diameter or 24" x 2411, 30" (minimum) high with 28" iameter or 28" x 28" traffic grate. Round catch basins 10-gauge steel . Square catch basins 1/4" thick steel plate. Asphalt emulsion coatirg. Lynch Co. or approved. G. VALVES AND VALVE BOXES 1 1. General : Valves manufactured by Jenkins, Kennedy., Mueller, Crane, ITT Grinnell , Stockham, Himmond or Lunkenheimer are approved. Valve boxes conforming to ASTM A 48-83. Heavy duty. Tyler, Fich or Clow., t 2. Gate Valves: a. Cast iron body, 125 psi working pressure, non-rising stem. AWWA C500- 61. b. Velve Boxes: Three-piece adjustable type consisting of top section, cover and extension with walls 3/16" thick minimum. Cast iron. Similar to No. 921 box with Nc. 0081 cover as m6nufactured by Van 'I Rich Casting Corporation. 3. Globe Valves: Bronze body, 125 psi working pressure removable disc, integral seat. Nibco T-211-Y or S-2.11-Y. 4. Check Valve: Cast-iron body, 125 psi working pressure horizontal swing, I lever with spring. I H. ELECTRICAL_ CONDUIT f 1. Conduit for the utility feeders shall be schedule 40 PVC heavy wall . 2. All conduit bends shall be rigid steel galvanized long radius. I . ELECTRICAL TRANSFORMER PAD AND VAULTS: Contractor t,, coordinate size and type of transformer pads with utility company. J. FOUNDATION DRAINAGE PIPE: Advanced Drainage Systems (ADS) PVC perforated flex-pipe or approved. K. TRACER: Provide No. 18 insulated wire buried with all non-metallic pipe. Provide green insulated co4er �()r storm and sanitary and a blue cover for domestic water. 1 02550-3 e* PART 3 - EXE,UTION A. TRENCHING 1. General : Perform all necessary excavation and backfill required for the installation of work. Any piping or other work damaged by the Contractor's operations shall be repaired at Contractor's expense. 2. Water: Keep all excavations free of standing water. Excavations damaged or softered by water or frost shall be reexcavated and filled back to original level with sand, pea gravel or other approved material by the Contractor at his own expense. 3. Trench Excavation: Excavate site trenches to ti;e necessary depth and width, removing rocks, unstable soil (muck, peat, eta.. ), roots and stumps. Cost of additional excavation to facilitate ut;lity cross-overs, additional offsets, extra bedding connections to existing itilities, connections to plumbing fixtures, etc. shall be borne by the Contractor. Excavation material is unclassified. Width of trench shall be adequate for proper installation of piping or conduit. 4. Increase depth as required to avoid other utilities. Encase piping in concrete in areas where depth of cover over pipe is less than vendor's recommended minimum depth or as required to conform to Governmental requirements for crossings. 5. Obtain A/E' s approval prior to installing such piping and encasement. B. PIPE INSTALLATION: 1. Install all piping and appurtenances in accordance with vendor's recommendation. 2. Normally begin pipe 'laying at the downstream of the pipe line. The lower segment of the pipe should be in contact with the shaped bedding throughout i,:s full iangth. Bell or groove ends of rigid pipe and outside circumferential laps of flexible pipe should be placed facing upstream. 3. All field joints made in joining of sections of pipe to form culverts and sewer,-, and to connect to structures in special sections to be closely fitted, tight, providing a smooth uniform interior surface. 4. Inspect all pipe prior to placement in the trench and, if necessary, clean any material tending to plug pipe. 5. Provide proper tools, labor and equipment for Efficient execution of the work. All pipe and fittings to be Carefully lowered into the trench to avoid contamination. C . CONDUIT 1. Buried Conduit Marker a. All buried conduit shall have a yellow PVC plastic strip (minimum 6" wide) directly above the conduit runs. b. All buried conduit end points shall be identified by a treated 4" x 4" x 60" stake directly above the end of the conduit and extending 24" above final grade. The stake shall be painted yellow and labeled with data providing conduit size, routing and function; e.g. , 1114' C to vault, utility power" or 1114' C to telco vault for telco", etc. 02550-4 I 1 ! c. Where conduit is installed for utility the following special requirements shall be met: 1) The installation of underground primary conductors into Contractor installed conduits will be started after the Contractor has proven that the corduit runs are free and clean. This proof test will be required. Utility inspector approval prior to conductor installation will be required. The conduit cleaning carrier shall be approved by the utilit., before application. Conduit capping shall not be acceptabie for this requirement. 2) A minimum separation between parallel conduit runs of 3" shall be required. All conduit runs shall be inspected before coverup by the utility inspector. 3) Electrical conduit separation of 24" shall be required between sewers, storm drains and water lines, Utility inspectioif will be required. Whenever electrical conduits are to be located tLlow planned sewer, storm drains and water lines, backfill will -require tamping for the required 6". 4) All conduit installations shall be in a 48" deep tench. 5) Electrical conduit crossings shall be mechanically supported or soil compacted (611). 6) Due to high conductor pulling tensions for conductor installation, no additional turns in conduit runs car, be accepted without prior approval from the utility. Pulling vaults require straight entrances. D. PIPE TEST 1. Notify A/E, local Plumbing Inspector and Public Works Inspector two days before tests. 2. Drainage and Waste Piping: Test in accordance with Governing Plumbing Code or Public Works Engineering requirements. 3. Water Piping: Eliminate air from system. Fill and test a:. '_F() prig for a period of two hours with no loss in pressure. E. CHLORINATION 1. General : Upon completion of all tests and necessary replacements, all domestic water piping shall be disinfected as required. 2. Method: After thoroughly flushing the system with water to remove sediment, the system shall be filled with a solution containing 50 parts per million of chlorine. After four hours retention, the system shall be drained, reflushed and returned to service. 1 "END OF SECTION" I 1 [ 02550-5 02612 ASPHALTIC CONCRETE PAVING PART 1 - GENERAL A. DESCRIPTION 1. Work includes, but, is not limited to: �i a. Provide asphaltic concrete paving in areis indicated 1) Rock base course 2) Car parking areas 3) Truck parking and maneuvering areas 4) Yard storage areas 2. Related Work Specified Elsewhere a. 02010 Subsurface explorations b. 02200 Earthwork c. 09900 Painting j 3. Paving Sections: a. Type A (car parking) : Asphaltic concrete 311 ; rock base course S" b. Type B (truck and storage areas) : Asphaltic concrete 411; rock base course 12" B. QUALITY ASSURANCE 1. Comply with "Asphalt Paving Institute of Oregon" recommended design and construction procedures, latest edition. 2. Work in public R.Q.W. Comply with APWA Oregon Chapter requirements. 3. Patch and repair of streets: Comply with local governing municipality or County, or State agency standard specification for streets and roads. C. SUBMITTALS: Material Certificates: Provide copies of materials certificates signed by material producer and Contractor, certifying that each material item complies with, or exceeds, specified requirements. D. JOB CONDITIONS: 1. Weather Limitations: Apply prime and tack coats when ambient temperature is above 5�OF (100C) , and when temperature has not been below 35°F 00C) for 12 hours immediately prior 11 application. Do not apply when base is wet or contains an excess of moisture. 2. Construct asphalt concrete surface course when atmospheric temperature is ebove 40°F WC) , and wh_-n base is dry. Base course may be placed when air temperature is above 30°F (-1°C) and rising. 3. Grade Control : Establish and maintain required lines and elevations. 02612-1 PART 2 - PRODUCTS A. Asphaltic Concrete Paving: Oregon State, Class B B. GRANULAR BASE COURSE: Crushed rock of 1}" maximum size conforming to a 2" leveling course of the No. 4 minus fraction of 3/4" minus crushed rock is acceptable. C. TACK COAT: Emulsified asphalt; AASHTO M 140 (ASTM D 977 or ASTM D 2397) , SS-1 , SS-1h, CSS-1 orCSS--1h, diluted with one part water to one part emulsified asphalt. D. WEED CONTROL TREATMENT: 1 . Monobar Chlorate by U.S. Borax 2. Nox-Weed No. 10 3. Approved substitutions E. LANE MARKING PAINT: See Section 09900 PART 3 - EXECUTION A. PLACEMENT OF BASE COURSE 1. Compaction: Upper 9" of subgrade within all areas to be paved be compacted to a minimum of 95% of the maximum dry density as determined by ASTM 0698, prior to placing base course materials, all paved areas should be proof roIIed with a fully loaded, 12 yd3 dump truck. Any soft and/or wet areas that are detected by the proofrolling should be overexcavated and backfilled with compacted structural fill . 2. Preparation: After subgrade has been completed as described in Section 02200, and has been approved by the A/E, apply the specified sterilizer over the entire area to be paved, applying in strict accordance with the manufacturer' s recommendations. 3. Placement: a. After completion of sterilizing c;.;.,-ations, place the specified base material over all arras to be paved. b. Compact base material , in single lift, co ,achieve total compacted thickness of 100% Standard Proctor ASTM D 693-78. c. Bring the compacte:i base finish to a uniformly smooth and hard surface conforming to the 0 nes, grades, elevations, and cross sections as indicated. 4. Tolerance: Maximum deviation when tested with a 10' straight edge, shall be plus or minus .05 foot. B. TACK COAT: Apply to contact surfaces of previously constructed asphalt or portland cement concrete and surfaces abutting or projecting into asphalt concrete pavement. Distribute at rate of 0.05 to 0.15 gal . per sq. yd, of surface. Allow to dry until at proper condition to ,ceive paving. 02612-2 C. PLACING MIX: 1. General : Place asphalt concrete mixture on prepared surface, spread and strike-off. Spread mixture at minimum temperature of 225OF (107°C) . Place inaccessibla and small areas by hand. Place each course to required grade, cross-section, and compacted thickness. 2. Paver Placing: Place in strips not less than 10' wide, unless otherwise acceptaule to A/E. After first strip has been placed and rolled, place succeeding strips and extend rolling to overlap previous strips. Complete base course for a section before placiny surface course. 3. Joints: Make joints between old and new pavements, or between successive day' s work, to ensure continuous bond between adjoining work. Construct Joints to have same texture, density and smoothness as other sections of asphalt concrete course. Clean contact surfacei and apply tack coat. 0. ROLLING: 1. General : Begin rolling when mixture will bear roller weight without excessive displacement. Compact mixture with hot hand tampers or vibrating plate compactors in areas inaccessible to rollers. 2. Breakdown Rolling: Accomplish breakdown or initial rolling immediately following rolling of joints and outside edge. Check surface after breakdown rolling, and repair displaced areas by loosening and filling, if required, with hot material . 3. Second Rolling: Follow breakdown rolling as soon as possible, while mixture is hot. Continue second rolling until mixture has been thoroughly compacted to 90% of the theoretical maximum density based on ASTM 2041 (Rice Gravity) . 4. Finish Rolling: Perform finish rolling while mixture is sti l l warm enough for removal of roller marks. Continue rolling until roller marks are eliminated and course has attained maximum density. 5 . Patching: Remove and replace paving areas mixed with foreign materials and defective areas. Cut--out Such areas and fill with fresh, hot asphalt concrete. Compact by rolling to maximum surface density and smoothness. E. TRAFFIC AND LANE MARKINGS: 1. Cleaning: Sweeo and clean surface to eliminate loose material and dust. 2. Striping: Apply paint with mechanical equipment to produce uniform straight ed,les. Apply at manufacturer's recommended rates. 3. Color: White. 4" wide. F. FIELD QUALITY CONTROL: 1 . General : Test in-place asphalt concrete courses for compliance with requirements for thickness and surface smoothness. Repair or remove and replace unacceptable paving as directed by A/E. 02612-3 MM �. a 2. Thickness: In-place compacted thickness will not be acceptable if exceeding following allowable variation from required thickness: a. Rock Base Course: 1/2" , plus or minus. b. Surface Course: 1/411 , plus or minus. 3. Surface Smoothness: Test finished surfaces of each asphalt concrete course for smoothness, using 10' straightedge applied parallel with, and at right angles to, centerline of paved area. Surfaces gill not be acceptable if exceeding the following tolerances for smoothness: Final surface shall be within 1/8" plus or minus. G. PROTECTION: 1. No patching or corrections permitted for asphalt concrete paved surfaces after compacting of lift. 2. Barricade and prohibit traffic on new pavement for at least forty-eight hours after placing. H. STAINS: Remove all asphalt stains from adjacent exposed surfaces. "END OF SECTION" 02612-4 02751 DESIGN/BUILD IRRIGATION PART 1 - GENERAL A. DESCRIPTION 1. Work includes, but is not limited to: a. Furnish design, labor, material and equipment for design/build irrigation system as specified herein. 1 ) Contractor shall provide irrigation design drawing to owner's agent for review at least two weeks prior to installation. The drawing(s) shall contain all pertinent design data required for installation of the system, including water service location, static water pressure at: this location, controller location, backflow preven ter location, main line and lateral pipe locations, sleeve locations, sprinkler locations and drain valve locations. Include man,ifacturer's name, model number and size for all system components 2) Sprinkler heads within lawn areas shall be spaced at 50 percent of the diameter of the proposed spray pattern. Space sprinklers within shrub areas as necessary to provide adequate water to all plant material , but no less than 70 percent of the diameter of the proposed spray pattern. B. STANDARDS AND REGULATIONS 1. All irrigation work shall be performed by those licensed to conduct required work in the State of Oregon. 2. Provide at leas: one person who shall be present at all times during execution of this portion of the work who spall be thoroughly familiar with the type of materials being installed and the manufacturers recommended methods of installation, and who shall direct all work performed under this section. 3. Except where more stringent requirements are specified, conform to the "Uniform Plumbing Code" as adopted and modified by the State of Oregon and all legally constituted authorities having jurisdiction. 4. All materials and equipment in the irrigation system shall be new and shall be brands and types as shown on the drawings or as specified herein, or as approved by the Owner' s agent. C. SUBMITTALS ' 1 . Request for approval of alternate products: Suhmit three copies of the following information: the manufacturer cf the proposed substitution, the model number, a catalog cut with the product's construction and performance I data, and the list price of both the specified and alternate products. Requests may be submitted following the award of the contract with the 02.751-1 Owner receiving credit for any cost savings resulting from approval of the alternate item. Verbal approvals shall not be considered binding. 2. Record Copy Drawings: During the course of installation, carefully show in red line on a print of the irrigation system drawings, all changes made to the irrigation system during installation. This drawing shall be labeled "P _cord Copy", and shall be made available for inspection. Do not use the Record Copy for construction. 3. Upon completion of the irrigation system installation and as a condition of its accept an(.e, deliver to the Owner's agent the following: a. As-Built Drawings: Submit three prints and one reproducible (sepia) of as-built drawings. As-built drawings shall clearly show all changes documented in the Record Copy. Main lines, drain valves, valve boxes, and valve markers shall be positively located by a minimum of two dimensions each from fixed reference points. b. Controller Reference Chart: Submit one chart for each controller showing the area covered by each sprinkler zone. This chart shall be a reduced copy of the as-built drawings, color coded to differentiate zone areas, sized to fit the controller door, and hermetically sealed between 20 mil , plastic sheets. c. Supplemental Equipment: Submit two each of keys to the following: quick coupling valves, quick coupling valve lids, valve markers, manual drain valves, valve boxes, and controller cabinets. d. Maintenance Manual : Submit two copies of a manual containing the following: 1) Catalog cuts of all irrigation materials installed. 2) Contractor's name, address and telephone number. 3) The duration of the guarantee period. 4) The name and address of the local manufacturer' s representative. 5) list and description of routine maintenance procedures, including winteriza`ion, start-up, and recommended watering Mmes for each zone. 6) Troubleshooting guide. D. PROTECTION: Protect existing buildings, walls, pavement, reference points, monuments, and markers on this site. Verify location of and protect all utilities. Protect adjacent property. Protect work and materials of other trades. Protect irrigation system materials before, during, and after installation. In the event of damage, repair or replace items as necessary to the approval of the Owner' s agent and at no additional cost to the Owner, Use all means necessary to protect the public from injury. E. COORDINATION: Coordinate with oti';er trades affecting or effected by work of this section. F . GUARANTEE: Guarantee all installed materials and work of this section for one year beyond the date of final acceptance of the irrigation system installation. Repair or replace items damaged by over- or under-watering durinq this period to the approval of and at no extra expense to the Owner. 02151-2 � I � PART 2 - PRODUCTS A. PLASTIC PIPE : All plastic pipe shall be polyvinyl chloride (PVC) continuously bearing the seal of the National Sanitation Foundation, with the exception of polyethelene pipe specified in detail below. I 1 . Polyethelene Pipe: 1/2" size. Quality and wall thickness equal to Rainbird SP Series. 2. Lateral Lines: PVC Class 200 solvent weld pipe meeting the requirements of ASTM 02241-84. Size as indicated on irrigation drawings. 3. Main Lines: PVC class; 200 solvent weld pipe meeting the requirements of ASTM D2241-84. Size its indicated on irrigation drawings. ' 4. Sleeves: a. Sleeves installed beneath asphalt paving: PVC Schedule 80 pipe meeting the requirements of ASTM 1785 . b. Sleeves installed beneath walls and walkways: PVC Class 200 pipe meeting the requirements of ASTM D2241-84. c. Size of sleeves as indicated o,i irrigation drawings. 5 . Nipples: PVC Schedule 80 standard weight with molded threads. 6. Electri,:a' Conduit: PVC Schedule 40 electrical conduit, standard weight. 1'}" size unless otherwise required. Q. GALVANIZED PIPE : Galvanized pipe shall be threaded and hot dip galvanized standard steel pipe Schedule 40 stanaard weight. C. PLASTIC FITTING: 1 . For Polyethelene Pipe: As recommended by manufacturer of polyethelene pipe. 2. For PVC Class 200 Pipe: PVC Schedule 40 meeting the requirements of ASTM D2466-78. 3. For PVC Schedule 80 Pipe: PVC Schedlle 80 standard weight. iD. GALVANIZED FITTINGS : Galvanised fittings shall be threaded and hot dip galvanized standard steel Schedule 40 standard weight. 1 F. PIPE JOINING COMPOUNDS 1 . Cemenc and Primer f,;-(• Solvent Weld Joints: As recommended by manufacturer of PVC pipe. 2. Teflon Tape for Threaded Joints: DuPont or equal F . ELECTRIC CONTROL WIRE AND CONNECTORS �. Wire: Single strand copper, UL approved for direct burial . Sized in accordance with manufacturer's recommendations. Control (hot) wires shall be red and common (ground) wire shall be white. Spare wire shall be black. 2. Wire Connectors and Sealant: UL approved for direct burial . 02751-3 G. AUTOMATIC CONTROLLER: Weathermatic RM series, with number of stations required, for indoor wall mount. H. VALVES 1 . Manual Iso ation Valve: Size, manufacturer, and model number as indicated on irrigation drawings. 2. Remote Control Valve: Size as scheduled on drawings. Manufacturer and model numher: Rainbird PE Series. 3. Manual Drain Valve: 3/4" size bronze angle val-e with rising stem and cross-type handle. Champion 20ORS, Buckner 22000 or equal . 4. Quick Coupling Valve and Accessories: Rainbird 33DLRC quick coupling vAlve, Rainbird 330K key, and Rainbird SH-0 swivel hose ell . I . VALVE BOXES: Plastic valve box with licking lid, sized to facilitate access to valve(s) for maintenance, repair or ^emoval . Ametek, Carson, or approved. J. BACKFLOW PREVENTER: Double check valuve, as approved by local authorities. K. VAULT/BOX FOR BACKFLOW PREVENTER: Size and type to conform with State and local codes. L . SPRINKLERS: Sprinkler heads shall be Toro or Rainbird, or as approved in written form by the owner' s representative. M. OTHER MATERIALS-, 1 . Gravel : 3/4" minus, washed, crushed rock 2. Valve Marker: Locking type, Rainbird, WFathermatic, or Buckner 3. Manual Drain Valve Key: Minimum length 30" 4. Tracer Wire: Alarmatape or equal 5. All other materials, not specifically described, but required for a complete and proper irrigation system installation, shall be new, first quality of their rEspective kinds and subject to approval . PART 3 - EXECUTION A. PREPARATION 1. Prio- to all work of this section, carefully inspect previously installed work and verify that all such work - s complete to the point where this installation may properly commence. 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the oriainal design, the referenced standards, and the manufacturer' s recommendations. B. CONNECTION TO WATER SOURCES: Coordinate with General Contractor. Make arrangements for water shutoff if necessary. 02751-4 1 1 C. TRENCHING rs of: 1 . Trenches shall h walkwa wof a al pth to kways all main provide minimum es; 36" for sleeving lbeneath sleeving bereft Y vehicular traffic} 12" for all lateral lines. Depth of trenching shall avoid interference with waterlines and other utilities, and shall allow for a 4" vertical clearance between pipes. 1 1% minimum slope towards 2 . Trench bottoms shall have uniform slopes wit.'+ drain valves. Bottom shall be free of rocks or sharp-edged objects. ? , Trench shall be of sufficient width to allow for proper tamping and 4" horizontal separation between pipes. (), INSTALLATION OF PIPE IN TRENCH 1 . Piping shall be laid ibafkfo�aaisepltaced best Pppanal shall be hall subsbantPally sted and approved before supported at all points. by snaking pipe 2. Provide For expansions of PVC p'pe during hot weat;ier, ir, ditch, or running line on open discharge until it contracts to operating length. E. PIPE PULLING: 1. Installation of pipe and wires by means of a vibratory plow/pipe puller may be used as an alternative o the traditional trenching method if approved by the Owner' s agent. Contractor shall submit a minimiim of one reference for an irrigation system which was successfully installed by I this msthod. 2. Solvent weld joints shall be thoroughly cured prior to pipe pulling. 3. Con`ractor shall ensure, by means of an open pit or trench at the beginning and end of the pull , that pipe end wire is installed at the specified burial depths throughout the enti -e length of the pull . Burial depths shall be the same as specified fir trenching. 4. Allow a minimum of five chain links between plow blade and pulling grip/bullet. 5. Pulling grip/bullet shall be a minimum of ?" i.l diameter greater than the combined diameters of pipe joints and wire to be pulled. F . PIPE CONNECTIONS 1. Do use solvent cement on tm,eaded joints. Wrap threads with minimum of three wraps of teflon tape in accordance with manufacturer' s recommendations. 2. Follow manufachueV�'ti hstandtions insepa�able lvent joints gilding of PVC pipe and fittings to ac 9 02751-5 RX6 MWM G. DRAIN VALVE INSTALLATION 1. l one manual dadischarge isas to side each owremote control valve pointsin main line ppe o complete valve and at all low points drainage of all main lines. lumb, in accordance with manufacturer's H. VALVE INSTALLATION: Install p recommendations. 1 . BACKFLOW PREVENiER INSTALLATION:: Complywith in planting bedslwherespos�ibleon to be approved by owner' sagent. J. CONTROLLER INSTALLATION: Install conti�ldlerc forwith lureuback, recommendations . Install battery inside up. Install at r'ye level , or as approved in writing by owner's representative. Attach valve schedule to controller. K. ELECTRICAL WIRING 1 . Run a? 1 24 volt direct burfathPef� ntrollevice r� tofor the outsidelofsthe structurein ) cconduit from the sotto 0 From the structure run all service wire through sleeves under all paving. At 15-foot minimum intervals, bundle together all 24-VAC wiring using standard, electrical wire ties, (naminalYw�dth) .by 150/4'N long. itisPce molded, self-locking tie, / required to secure wiring to the main line. Lay "bundled" wiring the "dalose to and alongside the PVC main line (o. lateral) o hazard" from shovels, and the like, after backf' ll . 2 . Spare (black) wire shall be run from the controller past each -emote control valve, but not connected. At controller and at each remote control valve, provide a minimum of 18" loop in the spdre wire. 3. Tracer wire shall be 'PVC main lines the top of all ping of nnmetal I Tapp to piping apt110-footo composition, such as intervals with standard black 3/4" electrical tape. with 4 . Ins' all all wire in accinsideevalve box at each rmanufacturer' s emotecommendaontroltvalve and a minimum of 18 loopec at the controller. 5 . All wire splicing shall occur only within manufacturer' soinbtructionpslfor shall he made waterproof Y wire connectors and sealant. L . SPRINKLER INSTALLATION 1 . Install in accordance with manufacturer's recommendations. 2 . Install all sprinklers on flexible risers, using flexible polyethylene pipe or FVC swing joints. I 02151-6 M-WiLlw-A-MAR 3. Sprinklers located on slopes which are less than 3% shall be installed plumb. Those which are located on slopes which are greater than 3% shall be installed at an angle midway between plumb and perpendicular to the slope. M. FLUSHING 1. After piping, risers, and valves are installed, but prior to installing sprinkler heads, thoroughly flush piping system under full water head. 2. Maintain flushing for 5 minutes. 3. Cap risers immediately after flushing. N. PRESSURE TESTING 1 . Conduct test in presence of Owner's agent. 2. Test shall be conducted with all control valves and manual drains in place and prior to backfilling. 3. Piping must not lose more than 4 psi after 20 minutes at 100 psi . 4. Correct defects and retest until Owner's agent approves. 5. Laterals will be visually inspected for proper solvent welds and leaks prior to backfilling but no pressure test will be required. O. BACKFILLING: Fill trench with material approved by Owner's agent only after main and lateral line testing. Stones larger than 1" in diameter are not allowed in the Cackfill material . Compact to adjacent soil density. Keep all trenches free of debris. P. FINAL INSPECTION 1 . Thoroughly clean, adjust and balance the installed irrigation system. Adjust spray pattern of nozzles to minimize throw of water onto buildings, walls, roads and parking lots. 2. Upon 48 hours notice, demonstrate irrigation system performance to the Owner's agent. Demonstration shall prove that all valves are functioning properly and that the installed system is workable, clean and efficient. 3. Demonstrate operation of the system, including controller and all valves to Owner's designated operating personnel . 4. Demonstrate start-up and winterizing procedures. "END OF SECTION" 02751.-7 02810 TOPSOIL PLACEMENT AND SOIL PREPARATION PART 1 - GENERAL A. DESCRIPTION 1 . Work includes, but is not limited to: for topsoil a. Furnish labor,preparation ationsal and as shown onment the drawings and speciifiedlherein • and soil prepp sr B. STANDARDS AND REGULATIONS 1 . All soil preparat,ionWad be done the State ofder the Oregon, supervision of a landscape contractor licensed n 2. Applications of herbicide for weed control as may be required shall be licensed under Oregon law . Use as a reference made only by an applicator the current issue of the Oregon State University Weed Control Handbook. 3. Compliance is required with Oregon State laws pertaining to commercial fertilizer labeling. C. PROTECTION. Moving of equipment or materials over prepared planting %nil or planted areas shall be done only on 21' or heavier plankina, as required. ins Provid- protection at Provide profor onron other operat�onspwheredreg9ared. trespassing or damage. PART 2 - PRODUCTS A. Topsoil shall he from on required and added %oite stockpiled ploil amePdmendtsbasspecified.atTopsoil with added topsoil as q shall be a fertile friable, natural topsoil typical , free f stoness,alumps, noxious shall be without admixture of slity. Topsoil ubsoil , clay, weeds -- grass plants such as quack grass or Johnson or their roots and sticks 4 and other extraneous matter. It shall not be delivered while in a frozen or and muddy condition. Delivery °chute t of uch sa lslshall ample ofbone ccub�c yardefromneach approval by the Landscape A ' source of Supply- B. BONFMEAL: F4nely ground raw honemeal . izer C. COMMERCIAL FERTILIZER shall emin minimum organic ION IOP 5K letW btooitl0r�gani�nDeluxeq in available form by weight a or approved equal . Fertilizer shall he brought to the site in origins containers, unopened, which bear the manufacturer' s guaranteed statement of I analvsi D. RHODODENDRON FERTILIZER small be cottonseed meal base rhododendron fertilizer, analysis 5N 15P IOK. r i 02810-1 E. PIAT MOSS shall be horticultural grade Canadian peat moss. Deliver to the site in original bales. F. COMPOST shall be ore of the following: 1 . Rotted, unleached cow manure, free of weed seeds and reasonab'y free from sawdust or shavings, or 2. "Garden Care" sludge compost, available from North American Soils, Inc. 5303 N. Columbia Boulevard, Portland, Oregon. G. GYPSUM shall be grarular type which will include 1/2 of 1% magnesium, in the formula as supplied by Webfoot Fertilizer Company, Portland, Oregon, or approved equal . H. BARK MULCH shall be coarse Prind, 3/4" to 1" size screened. I . PRE-EMERGENT HERBICIDE shall be Devrinol 5-G Ornamental Selective Herbicide in granular firm. Casaron G4 shall be used for cor,trol of "Horsetail" weeds. J . ROUNDUP SPRAY : Roundup Herbicide as manufactured by Monsanto Agricultural Products Ccmpany. PART 3 - F"ECUTION A . INSPEI TION 1 . Examine the entire site for conditions that will adversely affect execution, permanence and quality of work and survival of plant materials and grasses. 2. Verify ghat rough g-ades and slopes of areas to be seeded and planting beds are correct prior to commencing work of this section. If the site is not suitable for landscaping operations, the General Contractor shall perform necessary corrective work. B. GENERAL PREPARATION OF GROUND SURFACES 1 . Remove denris, rocks 1" in diameter or larger, sticks, mortar, concrete, asphalt, paper, contaminated soil and any material harmful to plant life, in planting beds and areas to he seeded or sodded. 2. Eliminate existing grasses and weeds in all planting beds and seeded or sodded areas and stockpiled topsoil , with Roundup Herbicide at a 2% solution. Spray in accordance with manufacturer's recommendations for area and plant materials involved. 3. Protect all existing vegetation to remain from damage from ,pray application. 4. Do not do any work on the areas sprayed for a minimum of seven days after spraying. 02810-2 i 1 5 . Use Casoron G4 in accordance with manufacturer's specifications on "horsetail" weeds, if any are existing. 6 . No soil sterilant of any kind shall be placed over existing tree roots to remain. C. PLACING TOPSOIL 1. Rototill subgrade 6" deep before placing topsoil. 2. Topsoil shall be placed in all planting, Seeded or sod areas at depths as indicated or specified. 3. Topsoil shall be placed where required to bring to level , sloped or mounded grades between any existing or constructed points on the site, such as curbs, walls, walks, paving and other item;. 4. See cross sEctions, or notes, for finish grades on earth mounds. Ficial shaping and forming shall match cross section profiles or notes on plan. Do not exceed 3 to 1 slopes for lawn areas. 1� 5. Provide topsoil at a minimum depth of 12" in planting beds and 6" in sod lawn areas and seeded lawn areas, and corrosion control areas. D. SOIL PREPARATION IN SEEDED LAWN AREAS 1. Rototill to a minimum depth of 6" deep prior to adding fertilizer/soil amPndme,i t s. 2. After rough finish grading apply 50 pounds commercial fertilizer and 100 pounds agricultural gypsum per 1 ,000 3q. ft. , on surface. 3. Rototill to a minimum depth cf 8" , and regrade to final finish grade. Match all new and existing slopes, grades, banks, etc. Leave finish grade 1" below sidewalks, curbs, etc. Finish grade shall flow water away from all buildings, and shall not puddle or wash. E. SOILS PREPARATION IN SEEDED TURF AREAS 1 . Rototill to a minimum depth of 6" deep. 2. Regrade to final finish grade, adding topsoil where req;fired, with final grade to match existing or revised slopes, banks, etc. Grade to eliminate washing and puddling. Slope to drain water away from all buildings. 1 F . SOIL PREPARATION IN SODDED LAWN AREAS (Alternative to Seeded Lawn) 1 . Rototill to a minimum depth of 6" before auding fertilizer/soil amendments. 2 . Apply 100 pounds agricultural gypsum per 1 ,000 sq. ft. 3. Rototill to a depth of 8" . 4. Finish grade in accordance with A/E 's grading plan and as directed to flow water away from all buildings and to e ,iminate puddling and washing. I 02810-3 M - - W -- - -- I G. SOIL PREPARATION IN PLANTING BEDS 1. Rototili to aminimum depth of 6" before adding fertilizer/soil amendments. 2. Distribute following soil amendments in even layers and power rototill or spade to a minimum depth of 12" in all planting beds, into topsoil . a. Compost: Apply 9 yards per 1,000 sq. ft. b. Commercial Fertilizer: Apply 100 pounds per 1 ,000 sq. ft. c. Rhododendron Fertilizer: Apply 100 pounds per 1,000 sq. ft. , in place of b. above where rhododendrons and azaleas are to be planted. d . Peat Moss: Apply at the rate of one cubic foot per rhododendron and azalea plant, where they are planted. Mix in soil thoroughly 3. Set finish grades prior to planting 2" below adjacent paving surfaces. H. PREPARV ION OF BACKFILL PLANTING SOIL MIX 1 . Thoroughly blend and mix the following proportion of materials while in a moist condition: 3 yards topsoil 1-1/2 yards compost 1-1/2 yards bark, medium coarse 10 pounds commercial fertilizer 5 pounds bonemeal I . CLEANUP I. Keep project reasonauly free from accumulation of debris, topsoil and other material . At completion of each area of work, remove debris, equipment and surplus materials. 2. Any paved area or surfaces stained or soiled from landscapi^g materials having been hauled or carried over or around it, shall be cleaned wito a power sweeper ising water under pressure. Building s-irfaces shall he was'ied with proper equipment and materials as approved by the Owner. "END OF SECTION" 0'2810-4 02820 SEEDING LAWNS PART 1 - GENERAL A. DESCRIPTION 1. Work includes, but is not limited to: a. Furnish labor, materials and equipment required for seeding lawns as shown on the drawings and specified herein. PART 2 - PRODUCTS A. COMMERCIAL FERTILIZER: Webfoot Organic Base 10-10-5. B. CQ 3S SEED: Seed shall be certified, quality or better, new crop, seed. Minimum germination of seed shall not be less than 90'.. Minimum purity shall be at least 98%. Seed by weight: 80% Elka Perennial Ryegrass 20% Ensylva Creeping Red Fescue Substitution must be approved in writin by Owner's agent. C. BARK MULCH: Fine bark , 1/2" minus, 'iemlock. PART 3 - EXECUTION A. Roll prepared seedbed with water filled roller to firm seedbed. 1 B. Apply 50 pounds commercial fertilizer per i,u.,, ..quare feet before spreading ' seed. C. Apply 8 (eight) pounds grass seed per 1 ,000 square feet. 1 . Divide seed in equal parts, apply one half in north-south direction, and the other• half in east-west direction. Rake seed in lightly, being careful to distribute the seed evenly. 1 3. Apply a thin layer of fine bark (1/4") on the surface. 1 D. CLEANUP 1 . Keep project •,easonably free from accumulation of debris , topsoil and other material . At completion of each area of work, remove debris, ( equipment and surplus materials. l 2. Any paved area or surfaces stained or soiled from landscaping materials I having been hauled or carried over or around it, shall be cleaned with a power sweeper using water under pressure. Building surfaces shall be washed with proper equipment and materials as approved by the Owner. 0282.0-1 E. Protect and maintain the seeded area by fencing, wateri^g, feeoing, reseeding, mowing and repairing as necessary, through and including two mowings, or as much longer as necessary to establish a thick, uniform stand of grass acceptable to the Owner's agent, or as otherwise specified, "END OF SECTION" 1 02820-2 ` 02821 SEEDING EROSION CONTROL MIX PART 1 - GENERAL A. DESCRIPTION ' 1 . Work includes, but is not limited to: a. Furnish labor, materials and equipment required for installation of seeded turf areas as shown on the drawings and specified herein. PART 2 - PRODUCTS A. COMMERCIAL FERTILIZER: Webfoot Oryanic Base 10-10-5. Scotts Prot,irf #8463 starter fertilizer with pre-emergence weed control . j B. GRASS SEED: Seed shall be certified, quality or better, new crop, seed. Minimum germination of seed shall not be less than 90%. Minimum purity shall be at least 98%. Seed by weight: 70% Elka Perennial Ryegrass 30% Ensylva Creeping Red Fescue Substitution must be approved in writing by Owner's agent. PART 3 - EXECUTION A. Roll with water filled ro 1 er to firm seedbed, or use a drag or harrow on 1 large areas. B. Apply 50 pounds commercial fertilizer per 1 ,000 square feet before spreading seed. C. Apply five pounds grass seed per 1 ,000 square feet. 1 . Divide seed in equal parts, apply one half in north-south direction, and the other half in east-west direction. 7_ . Rake seed in lightly, being careful to distribute the seed Evenly. 3. Seed may be sown with a Brillion seeder. E . CLEANUP 1 . Keep project reasonably free from accumulation of debris, topsoil and other material . At completion of each area of work, remove debris, equipment and surplus materials. 02821-1 2. Any paved area or surfaces stained or soiled from landscaping materials having been hauled or carried over or around it, shall be cleaned with a power sweeper using water under pressure. Building su�faces shall be washed with proper equipment and materials as approved by the Owner. F. Protect and maintain the seeded area by fencing, watering, feeding, reseeding, mowing and repairing as necessary, through and including two sowings, or as much longer as necessary to establish a thick , uniform stand of grass acceptable to the Owr;er's agent, or as otherwise specified. "END OF SECTION" jr. 02821-2 02822 SODDING PART 1 - GENERAL A. DESCRIPTION 1. Work includes, but is not limited to: a. Furnish labor, materials and equipment required for installation of ' sodded lawn as shown on the drawings and specified herein, as an alternate to seeded lawn areas. PART 2 - PRODUCTS A. COMMERCIAL FERTILIZER: Webfoot Organic Base 10-10-5. B. SOD: Sod shall be Oregon Turf Farms (Hubbard, Oregon) , Oregon Turf Blend sod with a mix of 50% perennial ryes, 45% blue grasses, and 5% fine fescues. Substitution msut be approved in writing by Owner's agent. PART 3 - EXECUTION A. Roll prepared bed witr, 200# water filled roller. B. Do final hand and machine , aking to fill and level all holes and depressions resulting from rolling. Leave final grade with sod installed 112" minim„m below adjacent walks, curbs, drives, etc. C. Apply 50 pounds specified commercial fertilizer per 1 ,000 sq. ft. to all areas to be sodded. Rake fertilizer lightly into topsoil 111 . D. Laying Sod: 1 . Lay sod in standard strips. 2. Stagger all butt joints. 3 Roll sodded areas with lawn roller after laying to "set” sod. 4 . On dry or windy days , areas to be sodded shall be watered prior to installation, and rolled and watered as sod is installed. 5 . After installation water sodded area thoroughly and heavily. 6. Sod supplier and landscape contractor shall submit a Warranty in writing that the sod is weed free upon delivery to the job site. 7 . Landscape contractor shall mow sod for first two mowings. 8. Landscape Contractor shall do any repair required, filling, patching, I renewing, etc. as required to deliver a fest class sod lawn acceptable to the Owner's agent. 02822-1 E. CLEANUP 1. Keep project reasonably free from accumulation of debris, top-,oil and other material . At completion of each area of work, remove debris, equipment and surplus materials. 2. Any paved area or surfaces stained or soiled from landscaping materials having been hauled or carried over or around it, shall be cleaned with a power sweeper using water under pressure. Building surfaces shall be washed with proper equipment and materials as approved by the Owner. ' END OF SECTION" 02822-2 PER [ I02830 TREES, SHRUBS, GROUNUCOVERS AND FLOWERS PART 1 - GENERAL A. DESCRIPTION 1. Work includes, but is not limiters to: a. Furnish labor, materials and equipment required for installation of planting areas as shown on the drawings and specified herein. B. TANLARDS AND REGULATIONS 1. Compliance is required with Oreqon StatE laws pertaining to Horticultural Inspections and Commercial Fertilizer Labeling. 2. Landscape subcontractor shall be licensed under applicable law: of the State of Oregon. C. SUBMITTALS 1 . Confirmation of material availability: Submit confirmed, dated list of plant materials selected at nursery supplier or grower, for inspection, i 60 days prior to installation. 0 . PLANT MATERIAL. SUBSTITUTIONS 1 . Plants not specifically mentioned on the dra-,ings will not be accepted unless accepted in writing by Owner. 2. Proposed substitutes in each case shall possess the same essential characteristics as the kind of plant actually specified in regard to appearance, ultimate height, shape, habit of growth, general soil and exposure requirements iE. PLANT GUARANTFE AND REPLACEMENT: 1 . Guarantee and Replacement I a. Guarantee matey and workmanship for one year from date of conditional acceptance. Landscape contractor shall be responsible far missing or vandalized materials until the projact is conditionally accepted by the owner. b. Any plant which is dead or in unsatisfactory condition shall bp removed from the site; the��e shall be replaced as soon as weather conditions permit at the landscape contractor's expense. Replacement plants shall have the guarantee period reinitiated for one year from date of planting. i C. Replacement plants shall include any new growth which would have occurreu since original planting, such that replacement plaits match existing plants of the same variety. 02830-1 PART 2 - PRODUCTS A. PLANT MATERIALS 1. Trees, shrubs, and ground covers shall be healthy, vigorous nursery grown stock in the varieties and sizes cal led for on the drawings. They shall have well developed branch systems and a vigorous normal healthy root system. 2. Plant material shall be in accordance with American Nursery Association standards tet for grading and rootball sizes. 3. Plants in cans shall not be routed down and shall be well established. 4. Plant materials shall comply with State and Federal laws with respect to inspection for insect infestation and plant diseases and shall be free of insect pests and plant diseases. B. OTHER MATERIALS 1 . Pre-emergence Herbicide: Devrinol 5-G or approved equal . 2. Bark Mulch: Coarse grind, 3/4" to 1" in size screened. 3. titakes: Douglas Fir 2" x 2" x 8' , No. 1 . 4. Gays: Douglas Fir 2" x 4" , No. 1 . 5. Guy wire: Steel , galvanized, No. 12. 6 . Stain: Olympic_ No. 715. 7 . Rubber Hose: 5/8 , new rubber hose. PART 3 - EXECUTION A. PLANTING 1 . The Contractor shall lay out, space and face all slant material as shown on the planting plan and as approved. 2. Plant material shall be planted in the prepared beds, or planting pockets as previously specified. Plant materials shall have a minimum of 6" of prepared soil ander the root ball , and a minimum of 5" on each side of the root ball . Rhododendrons shall have a minimum of 12" or each side of the root ball . 3. ' ree Planting Pockets: a. Excavate planting pockets for trees to a min'mum depth of 2' :nd a minimum diameter of 4' . b. Replace with backfill planting soil mix. c. Tree roots or root ball shall have a minimum of ' 2" of planting soil under the root ball and a minimum of 12" en each side of the root ball , or roots. d. Place soil mix around roots or root ball in 6" lifts, well compacted. Wager thoroughly. 4. Plant no deeper than the plant material was planted in the nursery. Spread roots of bare root material carefully over a mound of soil . Carefully trim all broken roots and branches. Prune as required to t' in and shape 02830-2 `wA•W s the trees or shrubs and as approved. Paint all cuts over 1/2" with "Tree Seal" , or approved equal -- two coats. Water plant material in thoroughly by hand immediately after planting. Water every two of three days during the progress of the work, as required. 5. Bank areas where plant material:, are to be pocket planted shall be "skinned" free of all sod, weeds and rocks, and the debris hauled away before setting out and planting of any plants. B. PRE-EMERGENCE HERBICIDE : Apply herbicide according to the manufacturer's directions, on the planting beds, after planting and before mulching. C. MULCHING: After planting and final raking, grading and leveling of the planting beds, the planted areas shall be mulched with a 2" layer of coarse, 3/4 to 1" bark. D. GUYING AND STAKING: Balled and burl apped trees, boxed trees or bare root trees shall be either guyed or staked, with three guys or stakes. E. PRUNING: Remove all dead or dying branches and Criss-crossing banches. Do not cut leader. F . CLEANUP 1 . Keep project reasonably free From accumulation of debris, topsoil and other material . At completion of each area of work, remove debris, equipment and surplus materials. 2. Any paved area or surfaces stained or soiled from landscaping materials having been hauled or carried over or around it, shall 5e cleaned with a pow �r sweeper a my water under pressure. Bui ldi,ig surfaces shall be wasted with proper equipment and materials as approved by the Owner. G. MAINTENANCE : Begin the operations of maintenance immediirely after each portion is planted. Continue maintenance on all work until acceptance by the Owner's agent, or as otherwise specified. "END OF SECTION" 02830-3 +�a 1 02840 LANDSCAPE MAINTENANCE 1 PART 1_GENERAL A. DESCRIPTION 1. Work includes, but is not limited to: a. Furnish labor, material and equipment required to maintain landscaped areas for sixty days after date of Conditional Acceptance as specified herein. Obtain written Conritional Acceptance from the Owner's agent after all planting beds are installed and all lawn areas have been mowed at least twice. PART—3 - EXECUTION IA. GENERAL 1 . Debris and Trash Removal : Keep all trash and debris removed. Leaf raking and removal shall be done as needed. B. PLANTING BED AND TREE MAINTENANCE 1. Fertilizing: All planting beds: Apply 40 lb. per thousand square feet of 10-10-5 organic base commercial fert lizer such as Webfoot brand two times per growing season. First application on March 15 and the final application on June 15. All fertilizer shall be washed off foliage and watered in thoroughly if not watered by normal raint'all . Use cottonseed meal base Rhododendron fertilizer such as Webfoot 5-15-10 for all acid- loving plants such as Rhododendron, Azaleas, skiwid a, Andromeda (Pieris) , Dogwood, etc. , in place of 10-10-5 organic bac;e fertilizer. 2. Weeding: Maintain clean planting beds by pulling and removing from the site all weeds. Check weekly during the growing season and at least bi- weekly at other times. 3. Pruning: Prune to shape plantings as needed or directed to conform to the natural growth patterns. Remove all dead or diseased wood from the plantings. 4. Adjustment of Guy Wires: Guy wires or other devices used to secure trees will be checked to ensure against harm. Remove after one fill growing season. 5. Pre-emergent Herbicide: Apply pre-emergent herbicide to planted areas twice per year. 6. Mulching: Keep a 2" mulch of medium coarse bark mulch on the planting beds at all times. Rake mulch in early spring before applying new cover to break "crust" of old mulch. 7. Spraying: Spray with required insecticide or fungicide as required for condition. Verify this with owner before proceeding. One dormant spray of "Microcop" in .January or February for al l plantings is required. Spray ,I 02840-1 KA ■w ,wr existing weeds with roundup, as needed, in accordance with the manufacturer' s recommendations. 8. Watering! Shall be by automatic system, excepting new plantings or replacement plantings which shall be watered in as planted. Verify balance of watering on new or replacement planting with Owner. Usually 1" per week is desirable during growing season on established plantings. Increase watering to 1-1/2" per week during very warm weather, on all shrub plantings. C. LAWNS AND TURF: 1. Watering: Start water appiicatlon as soon as season required. Apply 1" per week in norma; spring weather, 1-1/2" per week in warm weather and 2" plus per week in hot weat`ler on a regular every other day schedule. 2. Mowing: Mow at least once per week during the normal growing season. Normal height of cut is 1-1/2" . 3. Edging: Edge a' 1 beds and lawn and turf at all perimeters every two weeks. 4. Fertilizing: Feed with Webfoot Turf Treat 15-5-10 or equal , to apply the equivalent of four pounds of actual nitrogen per season in at least four applications. 5. Weed Killers : Use Millers or equal liquid 2-4-D as directed on the package by the manufacturer, or use a Weed and Feed combination such as Webfoot or Scotts, as required to keep lawns and turf weed free. D. IRRIGATION SYSTEM OPERATION AND MAINTENANCE 1 . Contractor shall operate the irrigation system, and provide responsible party with written instructions on systems proper function. 2. Check at periodic intervals to ensure proper balance and coverage. 3. Repair, replacement, and/or changes shall be brought to the Owner' s attention and, if performed, invoiced to Owner, subject to warrantee. "END OF SECTION" r 02840-2 j # r I DIVISION 3 - CONCRETE 03100 Concrete Formwork 03100-1-3 03200 Concrete Reinforcement 03200-1-2 03300 Cast-in-Place Concrete 03300-1-5 03411 Precast Wall Panels 03411-1-3 03600 Grout and Concrete Bonding Agents 03600-1-1 r 1 03100 CONCRETE FOPMWORK PART 1 - GENERAL A. DESCRIPTION ' 1. Work includes, but is not limited to: a. Provide formwork in accordance with the provisions of this Section for all cast-in-place concrete as indicated. 2. Related Work Specified Elsewhere: a. 03200 Concrete Reinforcement b. 03300 Cast-in-Place Concrete c. 03411 Precast Wall Panels d. 05500 Metal Fabrications B. QUALITY ASSURANCE 1. Design of formwork is the Contractor's respons+bility. C . REFERENCED STANDARDS AND SPECIFICATIONS 1. Standards: Comply with all pertinent provisions of the ACI 318-)7, Chapter 6. Building Code requirements for reinforced concrete: Commentary on Building Code Requirements for Reinforced Concrete. 2. Formwork in accordance with ACI 347, Concrete Framework. PART 2 - PRODUCTS A. FORM MATERIALS 1. Wood Forms: ' a. Dimensional S4S Lumber. b. 3/4" BB Class I or II EXT. APA Plyform. 2. Steel Forms: May be used at Contractor's option. 3. Earth Forms: Side forms of footings may be omitted and concrete placed directly against excavation only when requested by the Contractor and accepted by the A,/E. When omission of forms is accepted, provide additional concrete (1") on each side of the min, mum design profiles and dimensions shown. 4. Form Ties: Provide factory-fabricat?d, adjustable-length, removable or snap-off metal form ties, designed to prevent form deflection and prevent spalling concrete surfaces upon removal . 5. Forms Coatings: Provide commercial formulation form-coating compounds that will not bond with, stain, or adversely affect concrete surfaces requiring bond or adhesion, or impeae the wetting of surfaces to be cured with water or curing compounds. 03100-1 I �r aw ■w PARI 3 - EXECUTION A. DESIGN OF FORMWORK 1. General : a. Design, erect, support, brace, and maintain formwork so that it will safely support vertical and lateral loads that might be applied, until such loads can be supported by the concrete structure. b. Construct formwork so that concrete members and structures are of correct size, shape, alignment, elevation, and position. c. Provide shore and struts with positive means of aajustment capable of taking up formwork settlement during concrete placing operations, using wedges or jacks or a combination thereof. d. Support form facing materials by structural members spaced sufficiently close to prevent objectionable deflection. e. Fit forms planed in successive units for continuous surfaces to accurate alignment, free from irregularities, and within allowable tolerances. f. Provide formwork sufficiently tight to prevent leakage dur:;ng concrete placement. Solidly butt joints as required to prevent leakage and fins. B. FCRM CONSTRUCTION 1, General : a. Construct forms complying with ACI 347, to the exact sizes, shapes, lines, and dimensions shown, and as required to obtain accurate alignment, location, grades, level , and plumb work in finish structures. b. Provide for openings, offsets, keyways, recesses, moldings, reglets, chamfers, blocking, screeds, bulkheads, anchorage, inserts, and other features requirp '. C. FORM COATINGS: Coat form contact surfaces with form-coating compound before reinforcement is placed. Do not allow excess form coating matirial to accumulate in the forms or to come into contact with surfaces which will be bonded to fresh concrete. Apply in compliance with manufacturer's instructions. D. INSTALLATION OF EMBEDDED ITEMS 1. General : Set and build into the work anchorage devices and other embedded items required for other work that is attached to, or supported by, cast- in-place concrete. Use setting drawings, diagrams, instructions and directions provided by ,iingliers of the items to be attached thereto. 2. Edge Forms and Screeds Strips for Slabs: Set edge forms or bulkheads and intermediate screeds strips for slabs to obtain required Elevations and contours in the finished slab surface. Provide and secure units to support types of screeds required. 3. Cleaning and Tightening: Thoroughly clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and other debris just before concrete is placed. Retighten forms immediately after concrete placement as required to eliminate mortar leaks. I 03100-2 I a par w w w w t C. REMOVAL OF FORMS: Forms to remain in place until concrete can safely support its own weight and load thereon. Contractor is responsible for form removal and any resulting concrete damage. Repair or replace damaged concrete as directed at no additional cost to Owner. F. REUSE OF FORMS: Clean and repair surfaces of forms to be reused in the work. Split, frayed, delaminated, or otherw;se damaged form-facing material will not be acceptable. Apply new form coating compound material to concrete contact surfaces as specified for new formwork. When forms are reused for successive concrete placement, thoroughly clean surfa,es, remove fins and laitances, and tighten forms to close all joints. Align and secure joints to avoid offsets. G. PATCHING - REPAIRING: After forms are removed, fill form holes with cement mortar mixed as dry as feasible and rammed solid. Repair voids and rock packets. Knock fins off smootn and patch imperfections to match adjacent surfaces. Remove 'eiegraphed lines, sack finish and grind smooth. Rub rou surfaces with carborundum stone where directed. gh "END OF SECTION" 03100-3 03200 CONCRETE REINFORCEMENT IPART 1 - GENERAL A. DESCRIPTION 1. Work includes, but is me limited to: a. Provide complete, in place, all steel required for reinforcement of cast-in-place concrete as shown on the drawings. 2. Related Work `specified Elsewhere: a. 03100 Concrete Fornnwork b. 02300 Cast-in-Place Concrete 3. Definition: The term "reinforcement" as used herein, includes all reinforcement needed for, concrete indicated on the drawings or required for a complete operable facility. Reinforce all concrete unless specifically noted on the drawings. If no reinforcement is shown, contact A/E for requirements. B. QUALITY ASSURANCE 1. CRSI "Manual of Standard Practice" 2. ACI 318, Building Code Requirements for Reinforced Concrete, Commentary on Building Code Requirements for Reinforced Concrete 3. ASTM A615 and Supplement til 4. ASTM A82, Cold Drawn Steel Wire for Concrete Reinforcement C. SUBMITTALS: Submit shop drawings in accordance with Section 01000. D. PRODUCT HANDLING 1. Delivery: Deliver reinforcement to the job site bundled, tagged, and marked. Tags to indicate bar size, lengths, and other information corresponding to markings shown on placement diagrams. 2. Storage- Store reinforcement at the job site in a manner to prevent damage and accumulation of dirt and excessive rust. PART 2 - PRODUCTS A. REINFORCING BARS: All bars for reinforcement shall be deformed, intermedia .e grade steel conforming with "Specifications for Billet-Steel Concrete Reinforcing Bars," ASPM A615-85 and Suoplement #1, Grade 60 unless specifically noted as grade 40. B. STEEL WIRE: Comply with ASTM A82-85. C. CHAIRS: All chairs and bolsters to be plastic or plastic tipped. D. WELDED WIRE FABR V: Comply with ASTM A185-85 03200.1 `I I PART 3 - EXECUTION i A. FABRICATION 1. General : Fabricate reinforcing bars to conform to required shapes and dimensions, with fabrication tolerances complying with CRSI Manual . In case of fabricating errors, do not rebend or straighten reinforcement in a manner that will injure or weaken the material . 2. Unacceptable materials: ReinforcEment with any of the following defects will not be permitted in the work : a. Bar lengths, depths, and bends exceeding specified fabrication i tolerances. b, Ber.d or kinks not indicated on drawings or final shop drawings. c. Bars with reduced cross-section due to excessive rusting or other cause. B. INSTALLATION 1. General : a. Comply with the specified standards for details and methods of reinforcement placement and supports, and as herein specii-ied. h. Clean reinforcement to remove loose rust and mill scale, earth, F,nd other materials which reduce or destroy bond with concrete. c. Position, support, and secure reinforcement against displacement by formwork, construction, or concrete placement operations. Locate and support reinforcing by metal chairs, runners, bolsters, spacers, and hangers, as required. d. Place reinforcement to obtain the minimum coverages for concrete protection. Arrange, space, and securely tie bars and bar supports together with 16 gauge wire to hold reinforcement accurately in posicion during concrete placement operations. Set wire ties so that twisted ends are directed away from exposed concrete surfaces. e. Provide sufficient numbers of supports and of strength to carry reinforcement. Do not place reinforcing bars more than 2" beyond the last leg of any continuous bar support. Do no use °upports as Lases for runways for concrete conveying Equipment and similar construction lUdds. f. Splices: Provide standard reinforcement splices by lapping ends, planing bars in contact, and tightly wire tying. g. Obstructions: In the event conduit, pipes, inserts, sleeves, or any other items interfere with placing reinforcement as indicated, or as otherwise required, immediately notify A/E, and obtain approval on procedure before placement of ;oncrete is started. h. Adjust reinforcement within allowed tolerance to coordinate with sleeves and inserts. i. Allow for inspection of reinforcing prior to concrete pour. "END OF SECTION" 03200-2 9W M 03300 CAST-IN-PLACE CONCRETE PART 1 - GENERAL, A. K.SCRIPTION 1. Work iicludes, but is not limited to: a. Provide all cast-in-place concrete, complete, in place, as indicated: 1) Retaining walls 2) Columns, beams, and slabs 3) Steps, stairs, and walks 4) Footings 5) Stem walls 6) Extruded curbs 2. Related Work Specified Elsewhere: a. 02200 Earthwork T b. 02221 Trenching, Backfilling and Compaction 4 c. 03100 Concrete Formwork B. QUALITY ASSURANCE: 1. Referenced Standards and Specifications: a. ACI 301 "Specification for Structural Concrete for Buildings" b. ACI 305 "Recommended Practices for Hot Weather Concreting" c. ACI 306 "Recommended P-actices for Cold Weather Concreting" d. ASTM C 94-86 "Standard Specification for Ready Mixed Concrete" e. ASTM C150, Portland Cement f. ASTM C260. Air-Entraining Admixtures for Concrete g. ASTM C494, Type A, Chemical Admixtures for Concrete h. ASTM C33, Concrete Aggregate 2. A pour slip-trip ticket shall be provided with each load of concrete. ?nformation to be provided on each pour slip is as follows: a. Mix design number b. Strength c. Add mixtures and amount d. Slump sent out from concrete supplier e. Size of aggregate f. Truck number g. Slip number h. Load number 3. Testing: Owner will employ and pay for services of independent testing laboratory, working under direction of A/E, to perform concrete test. Contractor shall cooperate and furnish tools, materials and assistance. 03300-1 ' RW V C. SUBMITTALS 1. Mix Design: a. Prepare design mixes for each type of concrete. b. Proportion mixes by either laboratory trial batch or field experience methods, using materials to be employed on the work for each class of concrete required but not less than 5-1/2 sack mix for concrete of 3,000 psi strength or greater. c. Furnish certified reports of each proposed mix nor each type of concrete at least thirty days prior to start of installation of the work of this section. D. CONCRETE STRENGTHS 1. Footings, foundations: flc = 2500 psi at 28 days with 3" slump. Slump tolerances plus 1" minus 1". 2. Floor Slabs: f1c = 3,000 psi at 28 days, with 3" slump. Slump tolerance plus 1" minus V. PART 2 - PRODUCTS A. CEMENT: Standard brand of Portland Cement per ASTM C 150-85a Types I cr II at Contractor's option. Use only one manufacturer's standard brand, type and grind throughout all work of a particular type. B. WATER : ;lean, potable, fresh, and free from injurious amounts of oils, acids, alkalis, organic materials, or other harmful substances. C. ADMIXTURES : (Agents shall both be from the same manufacturer). 1. Air entraining agent: Per ASTM C 260-86. 2. Wat?r--reducing agent: Per ASTM C 494-86, Type A, containing no calcium chloride or other accelerating or retarding agents. 3. Slabs and concrete exposed to weather to have 6% air entrainment. 4. Fly ash prohibited. D. AGGREGATE : In accordance with ASTM C 33-86. E. CURE HARDENER 1. At Contractor's option ensure compatibility with sealers. F. FLOOR SEALER: 1. Protex-Acryseal 2. Meadows - CS309 3. FEB - Febclear 4. Burke - Spartan Coat c 03300-2 PART 3 EXECUTION A. GENERAL: Place concrete in compliance with practices and recommendations of ACI 301, and herein specified. B. CONVEYING: Handle from mixer for final deposit rapidly by methods which will prevent segregation or loss of ingredients to maintain required quality of concrete. C. DEPOSITING 1. Deposit concrete continuously. When continuous placement is not possible, construction joints shall be located as approved by the A/E. Concrete shall be placed as nearly as possible to its final position, avoid rehandling or flowing , 2. Place in forms within 1-1/2 hours after introduction of water. 3. Use of partially hardened or contaminated concrete prohibited. D. CONSOLIDATION 1. Consolidate by vibration, spading, rodding, or forking. Work concrete around reinforcement, embedded items, and into corners; eliminate all air or stone pockets and other causes of honeycombing, pitting or planes or weakness. 2. Do not use vibrators to transport concrete. 3. Do not vibrate forms or reinforcement. E. CURING AND PROTECTION i1. Immediately following placement, concrete shali be protected from premature drying, hot and cold temperatures, rain, flowing water and mechanical injury. 2. Materials and method of curing shall be approted by the A/L. Final curing shall continue for not less than sever) days, 3. Approved methods include: Ponding, continuously wet mats. and liquid membrane - curing compounds. F. SLABS 1 1. Set Screeds with instruments. 2. Deposit and consolidate concrete slabs in a continuous operation within the limits of construction joints, until the placing of a panel or section is completed. 3. Bring slab surfaces to the correct level with a straight edge, and then strike off. l 4. Float, darby anti hand trowel to smooth, uniform surface without use of "3hakes" and/or "dryers". 5. Slopes and tolerances: Slope slabs requiring drainage approximately 1/8" per foot unless otherwise rioted. A tolerao ; e of 1/8" plus or minus in a 12 '-0" radius will be permitted in floors. i03300-3 G. FINISHES 1. Rough Form Finish: a. Provide as-cast rough form finish to formed concrete surfaces that are to be concealed in the tinish work or by any other construction. b. Standard rough form finish shall be the concrete surface having the texture imparted by the form facing material used, wi'.h tie holes and defective areas repaired and patched, and all fins and other projections exceeding 1/4" in height rubbed down or chipped off. 2. Trowel Finish: a. Apply tr-)wpl finish to monolithic slaw surfaces that are to be exposed "o view, ur:?ess otherwise shown, and to slab surfaces that are to be covered ;�J th resilient flooring, carpeting, paint, or other thin-film finish coating system. b. After f1cating, begin the first trowel finish operation using a power- driven trowel . Begin final troweling when the surface produces a ringing sound as the trowel is moved over the surface. c, Consolidate the concrete surface by the final hand troweling operation, free from trowel marks, uniform in texture and appearance, and with a surface plane tolerance not exceeding 1/8" in 12'-0" straightedge. d. Grind smooth those surface defects which wo,ild telegraph through applied floor covering system. 3. Nonslip Broom Finish at Sidewalks and Exterior Slabs: a. Apply nonslip broom finish to exterir concrete platforms, steps, and ramps, and as indicated. b. Immediately after trowel finishing, slightly roughen the concrete surface by brooming in the direction perpendicular to the main traffic route. Use a fiberbristle broom. c. Coordinate the required finish with the A/E prior to application. 4, Chemical Hardener Finish: a. Apply chemical hardener finish to exposed interior concrete floors as indi Jed. b. Apply liquid chemical hardener after disappearance of water sheen on the concrete surface. 5. Floor Sealer: Apply for manufacturer's recommendations. H. EXTRUDED CURBS 1. Provide machine extruded curbs of types, shape and dimensions indicated. 2. Concrete to be special no slump design fur use in extruding machine. 3. Provide cold joints every 2W -0". 4. Pond curb to asphalt with "epoxy resin" continuously along length of curb. 5. Immediately upon completion of curb, spray with liquid membrane curing compound. 6. Final curb shouid be uniform, dense, free of sags, lumps, honeycombinq or other irregularities. 7. At contractor's option, pre-eAtruded sections may be used at 90° corners or short lengths of run. 03300-4 I. CURB CUTS, CURBS, AND SIDEWALKS IN PUBLIC RIGHT-OF-WAY 1. Comply with Public Works Department having jurisdiction for all construction in Public Right-of-Way. "END OF SECTION" 7 r 03300-5 03411 PRECAST WALL PANELS PART 1 GENERAL A. DESCRIPTION 1. Work includes, but is not limited to: a. Fabrication and erection of precast concrete wall panels for use of building walls and enclosures. Includes special finishes and textures. 2. Related Work Specified Elsewhere: a. 03100 Concrete Formwork b. 03200 Concrete Reinforcement c. 03300 Cast-in-Place Concrete d. 05500 Metal Fabrications e. 07900 Sealants f. 09900 Painting B. QUALITY ASSURANCE ' . Testing: Owner will employ and pay for services of independent testing laboratory, working under direction of A/E to perform concrete test. Contractor shall cooperate and furnish materials and assistance. C. SUBMITTALS 1. Shop drawings in accordance with Section 01000 include: a. irserts, anchors and embedded items. b. Ledgers and Ledger bolting. c. Dimensions. d. Reveals. e. Reinforcing si,-,e ana spacing and arrangement. f. Erection drawing showing panel locations. ' g. Layout of panels on building floor slab. PART 2 PRODUCTS A CONCRETE: 1. In accordance with Section 03300 Cast-in-Place Concrete. 2. f'c = 3,000 p.s. i . at 26 days maximum slump 3"; slump tolerance plus 1" minus 1". 3. Concrete to reach 60% of 26 day strength 7 day test break or be subject to immediately rEjection. ' 03411-1 B. REINFORCEMENT: In accordance with Section 03200 Concrete Reinforcement. C. BOND BREAKER: At Contractor's option, ensure compatibility with final floor surfaces and finishes. PART 3 EXECUTION A. COORDINATION 1. Coordinate with other trades to ensure proper placement of sleeves and embedded items. 2. Lifting inserts and additional reinforcing for panel lift is responsibility of the Contractor. B. ERECTION 1. Placing: Accurately position, shim and plumb all panels prior to grouting welding, and/or tulting final connections: 2. Tolerances: a. Wall surfaces: 1/8" in 12'-0" or 3/16" over any length or height of wall panel over 20'-0". b. Horizontal alignment in place 1/8" in 10' or 3/16" over any length or height of wall panel over 20'-011. c. Vertical : 1/8" plus or minus within indicated elevation. 3. Shimming: a. Shim with minimum 6 x 6 bearing plates at location of panel connection to footing. b. Where continuous strip type footings exist, shim at third points of panel or at ^_ach panel/footing connection location. ' 4. After final connections are made dry, pack or grout along panel length where panel is supported by footing. 5. Bracing: a. Brace and support panels during erection to ensure proper alignment and safety until permanent connections are inside. b. Bracing to remain in place until roof diaphragm is complete. , C. FINISHES 1. All colors, textures to be uniform throughout the panel work. 2. Repair voids and rock pockets, knock fins off, smooth and patch imperfections to match adjacent surfaces. 3. Panel surface to be free of bond breaker and dirt laitance or other material detrimental to application of final painted surfaces, If necessary, power wash to clean to achieve necessary cleanliness for final finish. 4. Grout or dry pack all lifting insert holes in wall panels and floor slabs, patches to be smooth, even and flush with final surface. 5. Provide steel troweled finish in all locations. r t 03411-2 , 1 1 D. WELDING ' 1. Weld all final con iections in accordance with A.W.S. Standards with welding executed by certified welders. 2. 1/4" fillet weld ,vitt E70XX electrodes unless noted otherwise. 3. Coat all welded Gonne .tions embedded in earth with bituminous paint prior to backfilling. "END OF SECTION" i I i r l 1 03411 -3 03600 GROUT AND CONCRETE BONDING AGENTS PART 1 GENERAL A. DESCRIPTION 1. Work includes, but is not limited to: a. Grout and epoxy bond for areas indicated on the drawings and in specifications. 2 Related Work Specified Elsewhere: a. 03411 Precast Wall Panels B. QUALITY ASSURANCE 1. Codes and Standards: Follow recommended practices of the Uniform Boilding Code, latest edition, and related U.B.C. Standards. 2. Manufacturer's representative shall provide technical assistance to 1 ensure that all work in this section is executed in accordance with manufacturer's recommendations. 3. Do not place grout unless temperature of materials is a minimum of 40° F for three (3) days prior to installation. PART 2 PRODUCTS i ' A. GROUT 1. Masterflow 713 as manufactured by Master Builders Products for all structural steel to concrete and concrete reinforcing to concrete as indicated on drawings and in specifications. 2. Embeco 201 as manufactured by Master Builders Products for gv -,,,,ting of anchor bolts and reinforcing steel . Do not use where subject to exterior weathering conditions. 3. Others with A/E's written approval . B. EPDXY BONDING AGENT 1. Probond ET-812 as manufactured by Protex Industries, Inc. or approved equal . PART 3 EXECUTION A. Install all materials in this section in strict accordance with manufacturer's written 4nstructions. B. All surfaces should be clean and frets of loose scale, concrete aggregate, or other deleterious materials. "END OF SECTION" 03600-1 L I Di VISION 5 - METALS 05500 Metal Fabrications 05500-1-6 i I I 1 f f 1 I i 05500 METAL FABRICATIONS PAR; 1 GENERAL a A. DESCRIPTION 1. Work includes, but is not Iimiced to: �! a. Provide all mi,.cellaneous metal and metal fabrications, complete as indicated: 1) Buildiny c( lumn, basri plates, beam seats, bearing plates, etc. Guardrails, ladders, and other miscellaneous fabrications. .31 Bolts ani anchor bolts. 4) Inserts and expansion anchors. 51 Miscellane)us anchorage devices, cast-in-place concrete. 2. Related Work Specified E' re a. Other metal items are fically called for and described in other Sections. B. QUALITY ASSURANCE f 1. Steel shall be de:ailed, fabricated and erected in accordance with the Standard Specific,ition for the Design Fabrication and Erection of Structural Steel for Buildings of the American Institute of Steel ! Construction (AISC) latest edition and in accordance with all applicable codes. 2 Materials: New, free from defects impairing strength, durability, • appearance, 3. Welding: Perform all shop and 'yield welding required in connection with the work of this Section, adhering strictly to the current pertinent Irecommendations of the Ar!erican Welding Society. 4. Field Measurements: Take field measurements prior to preparation OT shop drawings and fabrication, where possible. Do not delay job progress; I allow for trimming and fitting where taking field measurome„I; before fabrication might delay work. 5. Shop Assembly: Preassemble items in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for- shipping and handling limitations. Cleary mark u,ili,, for reassembly and coordinated inFtallation. C. SUBMITTALS 1. Shop drawings in accordance with Section 01000. 2. Fabricator's proposed shop coat paint specifications. 3. Furnish setting drawings, diagrams, templates, instructions, and directicns for installation of anchor ,ges, such as concrete inserts, anchor bolts, and miscellaneous items having integral anchors, which are to be -mbedded in concrete construction. Coordinate delivery of such items to project site. ' 05500-1 PART 2 PRODUCTS A� STEEL PLATE, SHAPES, AND BARS: ASTM A36-84a. B. PIPE : ASTM A53-84a C. STEEL SQUARE OR RECTANGULAR TUBES: ASTM A500-84 Grade B. D. CONCRETE INSERTS: Approved manufacturers : Burke, Superior, of size and type indicated. F. FASTENERS: 1. General : Provide zinc-coated fasteners for exterior use or where built into exterior walls. Select fasteners for• the type, grade and class required. 2. Bolts and Nuts: Regular hexagon head type, ASTM A 307-84, Grade A. 3. Lag Bolts: Square head type, r"S FF-B-561. 4. Machine Screws: Cadmium plated steel , FS FF-S-92. 5. Wood Screws: Flat head carbon steel , FS FF-S-111. 6. Plain Washers: Round, carbon steel , FS FF-W-92. 7. Toggle Bolts : Tumble-wing type, FS FF-B-588, type, class and style as required. b. lock Washers: Helical spring type carbon steel, FS FF-W-84. 9. Paint: a. Metal Primer Paint: Red lead mixed pigment, alkyd varnish, linseed oil paint, FS TT-P-86, Type II ; or red lead iron oxide, ► „N linseed oil , alkyd paint, Steel Structures Painting Council (SSPC) Paint 2- 64; or basic lead siliro chromate base iron oxide, linseed oil , alkyd paint, FS TT-P-615, Type II . b. Primer selected must be compatible with finish, coats of paint. Coordinate selection of metal primer with finish paint requirements specified in Division 9. F. EXPANSION ANCHORS: 1. Molly "Parzbolt". 2. Install expansion anchors in accordance with manufacturer's standard embedment requirements. PART 3 -EXECUTION A. FABRICATION, GENERAL : 1. Workmanship: a. Use materials of size and thicKness indicated or, if not indicated, as required to produce strengtn and durability in finished product for use intended. Work to dimensions shown or accepted on shop drawings, using proven details of fabrication and support. Use type of materials shown or, specified for various components r,I -aork 05500-2 ___ M b. Form exposed work true to line and level with accurate angles and surfaces and straight sharp edges. Ease exposed edges to a radius of approximately 1/32" unless otherwise shown. Form bent-metal corners to smallest radius possible without causing grain separation or otherwise impairing work. c. Weld corners and seams continuously, complying with AWS recommendations. At exposed connections, grind exposed welds smooth and flush to match and blend with adjoining surfacr ,. d. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners wherever possible. Use exposed fasteners of type shown or-, if not shown, Phillips flat-head (countersunk) screws or bolts. e. Provide for anchorage of type shown, coordinated with supporting structure. Fabricate and space anchoring devices `o provide adequate support for intended use. Cut, reinforce, drill and tap miscellaneous metal work as indicated to receive finish hardware and similar items. 2. Shop Painting: a. Shop paint miscellaneous metal work, except members or portions of members to be embedded in concrete or masonry, surfaces ar.d edges to be field welded, and galvanized surfacers, unless otherwise indicated. b. Remove scale, rust and other deleterious materials before applying shop coat. Clean off heavy rust and loose mill scale in accordance with SSPC SP-2 "Hand Tool Cleaning", or SSPC SP-3 "Power Tool Cleaning", or SSPC SP-1 "Brush-Off Blast Cleaning". c. Remove oil , grease and similar contaminants in accordance with SSPC SP-1 "Solvent Cleaning". d. immediately after surface preparation, brush or spray on primer in I -Accordance with manufacturer's instructions, and at a rate to provide r uniform dry film thickness of 2.0 mil for each coat. Use painting methods which will result in full coverage of joints, corners, edges 1 and exposed surfaces. e. Apply one shop coat to fabricated metal items, except apply two coats of pal^.t to surfaces inaccessible after assembly or erection. Change color of second coat to distinguish it from the first. B. MISCELr.ANEOUS METAL FABRICATIONS: 1. Rough Hardware: a. Furnish bent or otherwise custom fabricated bolts, plates, anchors, hangers, dowels and other miscellaneous steel and iron shapes as required for framing and supportinC woodwork, and for anchoring or securing woodwork to concrete or ether structures. Straight bolts and other stock rough hardware items are specified in Division 6 sections. b. Fabricate items to sizes, shapes and dimensions required. Furnish malleable iron washers for heads and nuts whic,i bear on wood structure connections; elsewhere, furnish steel washers. 1 05500-3 2. Ladders: a. Fabricate ladders for the ior.ations shown, with dimensions, spacings, details and anchorages as indicated. Comply with the requirements of ANSI A 14.3, except as otherwise indicated. b. Unless otherwise shown, provide 1/2" x 2-1/2" continuous structural steel flat bar side rails with eased edges, spaced 18" apart. c. Provide 3/4" diameter sulid structural steel bar rungs, spaced 12" on center. d. Fit rungs in centerline of side rails, plug weld and grind smooth outer rail faces. e. Support each ladder at top and bottom and at intermediate points spaced riot more than 5'-0" on center. Use welded or bolted steel brackets, designed for adequate support and anchorage, and to hold the ladder clear of the wall surface with a minimum of 7" clearance from wall to ce, ­I ine of rungs. Extend rails 42" above top runs, and return rails wall or structure unless other secure handholds are provided. If the adjacent structure does net extend above the top rung, goose-neck the extended rails back to the structure to provide secure ladder access. 3. Loose Bearing and Leveling Plates: Provide loose bearing and leveling plates for steel items bearing on masonry or concrete construction, made flat, free from warps or twists, and of required thickness and bearing area. Drill plates to recei,,2 anchor bolts and for grouting as required. Galvanize after fabrication. 4. Miscellaneous Steel Trim: Provide shapes and sizes for profiles shown. Except as otherwise indicated, fabricate units from structural steel shapes and plates and steel bars, with continuously welded ,joints and smooth exposed edges. Use concealed field splices wherever possible. Provide cutouts, fittings and anchorages as required for coordination of assembly and installation with other work. 5. Steel Pipe Railings and Guardrails: a. Fabricate steel pipe railings and handrails to design, dimensions, and details ind;cated. Provide railings and handrail members formed of pipe of sizes and wall thickness indicated, or if not shown, as required to support design loading. b. Interconnect railing and handrail members by butt-weldi:.g or welding with internal connectors, at fabricator's option, unless otherwise indicated. c. Provide wall returns at ends of wall-mounted handrails, except where otherwise indicated. 6. Brackets, Flanges, Fittings and Anchors: Provide wall brackets, end closures, flanges, miscellaneous fit+ ;ngs and anchors for interconnections of pipe and attachment of railings and nandrails to other work. Furnish inserts and other anchorage devices for connecting railings and handrails to concrete or masonry work. i 05500-4 t I C. PREPARATION 1. Coordinate and furnish anchorages, setting drawings, diagrams, templates, instructions, and directions for installation of anchorages, such as concrete inserts, sleeves, anchor bolts and miscellaneous items he.ving integral anchors, which are to be embedded in concrete or maf,onry construction. Coordinate delivery of such items to project site. ' D. INSTALLATION 1. Fastening to In-Place Construction: Provide anchorage devices and fasteners where necessary for securing miscellaneous metal fabrications to in-place construction including threaded fasteners for concrete and masonry inserts, toggle bolts, through-bolts, lag bolts, wood screws and ' other connectors as required. 2. Cutting, Fitting and Placement: Perform cutting, drilling and fitting required for installation of miscellaneous metal fabrications. Set work accurately in location, alignment and elevation, plumb.. level , true and free of rack, measured from established lines and levels. Provide temporary bracing or anchors in formwork for items which are to be built into concrete, masonr•, or similar construction. ' 3. Fit, exposed connections accurately together to form tight hairline joints. Weld connections which are not to be left as exposed joints, but cannot be shop welded because of shipping size limitations. Grind exposed joints smooth and touch up shop paint coat. Do not weld, cut or abrade the surfaces of exterior units which have been hot-dip galvanized after fabrication, and are intended for bolted or screwed field connections. 4. Field Welding: Comply with AWS Code for procedures of manual shielded metal-arc welding, appearance and quality of welds made, and methods used in correcting welding work. 5. Setting Loosp Plates: a. Clean concrete and masonry bearing surfaces of any bond-reducing materials, and roughen o improve bond to surfaces. Clean bottom surface of bearing plates. ' b. Set loose leveling and bearing plates on wedges, or other adjustable devices. Afte.• the bearing members have been positioned and plumbed, tighten the anchor bolts. Do not remove wedges or shims, but if protruding, cut off flush with the edge of the bearing plate before packing with grout. Use metallic non-shrink grout in concealed locations where not exposed to moisture; use non-metallic non-shrink grout in exposed locations, unless otherwise indicated. c. Pack grout solidly between bearing surfaces and plates to ensure that no voids remain. E. Steel Pipe Railings and Handrails: a. Adjust railings prior to anchoring to ensure matching alignment at abutting joints. Space posts at spacing indicated, or if not indicated, as required by design loadings. Plumb posts in each direction. Secure posts and railing ends to building construction ' as follows. 05500-5 b. Anchor posts in concrete by means of pipe sleeves preset and anchored into concrete. After posts have been inserted into sleeves, Fill annular space between post and sleeve solid with non-shrink, non- metallic grout, mixed and placed to comply with grout manufacturer's directions. E. ADJUST AND CLEAN: 1. Touch-Up Painting: Immediately after erection, clean field welds, bolter connections and abraded areas of shop paint, and paint exposed meas with same material as used for shop paint ng. Apply by brush or spray to provide a minimum dry film thickness of 2.0 mils. 2. For Galvanized Surfaces: Clean field welds, bolted connections and abraded areas and apply two coats of galvanizing repair paint. "END GF SECTION" 05500-6 DIVISION 6 - WOOD AND PLASTICS 06130 Rough Carpentry 06100-1 -5 06180 Glue Laminated EeaMS 06180-1-1 I I I t 1 I i 1 06100 OROUGH CARPENTRY PERT 1 GENERAL A. DESCRIPTION 1. Wu,-k includes, but is nut limited to: a. Interior/exterior bearing and non-bearing wood stud walls b. Structural framing for roofs, such as purlins and subpurlins c. Blocking, bridging, backing, plates, ledgers d. Plywood sheathing e. Nails, connectors and hangers, bolts, washers, screws and other roof hardware 2. Related work specified elsewhere: a. 03100 Concrete Formwork b. 03300 Cast-in-Place Concrete c. 06180 Glue Laminated Beams d. 01510 Built-Up Bituminous Roofing B. QUALITY ASSURANCE: 1. Lumber Standards! Comply with PS 20 and with applicable rules of the respective grading and inspecting agencies for species and products indicated. 2. Plywood Product Standards: Comply with PS 1 (ANSI A 199.1) or, for products not manufactured under PS 1 provisions, with applicable APA Performance Standard for type of panel indicated. 3. Lumber and plywood shall be new, clean stock of pieces and grades indicated for various uses. I 4. All materials grade trademarked in accordance with one of the following agencies: a. lost Coast Lumber Inspection Bureau (WCLIB) "Sta :dard Grading Rules fur West Coast Lumber". I b. Western Wood Products Association (AWPA) "Grading Rules for Western Lumber" c. American Plywood Association (AN 1 C. PRODUCT HANDLING P,-utection: a. Store all materials in such a manner as to ensure proper ventilation and drainage, and to protect against damage and the weather. e b. Keep all materials clearly identified w10 all grade marks legible. Keep all damaged material clearly identified as damaged, and store separately to prevent its inadvertent use. c. Do not allow installation of damaged or otherwise non-complying 1 material , 2. r(eplacements: In the event of damage, immediately make all repairs and replaceme►►ts necessary to the approval of the A/E and at no additional cost to the Owner. 06100-1 PART 2 - PRODUrTS A. LUMBER, GENERAL 1. Moisture content: Maximum 19% unless noted otherwise. 2, Surface Dressing: S4S B. STRUCTURAL FRAMING 1. Purlins: 4 x 14 Douglas Fir rough sawn 1150elect xs6r0ouglas Fiructural or d#2se #1 2. Subpurlins: 2 x 4 Douglas Fir # fb 3. Studs: 2 x 4 Douglas Fir Standard or better Hem Fir Construction gra e 2 x 6 Douglas Fir #2 Hem Fir Construction grade C. PLYWOOD 1. Nailing for plywood sheathing is indicated on the drawings. 2. Roof Sheathing: APA rated sheathing 5/8" square edge 48/24, exposure i D, MISCELLANEOUS MATERIALS: 1. Fasteners and Anchorages: Provide size, type, material and finish as indicated and as recommended by applicable standards, complying with applicable Federal Specifiratio pto°ide;metal hanlgerssand fr,amiingsanchors washers and anchoring device.. of the size and type recommended by the manufacturer for each use including recommended nails. to weather, in round contact, or 2. Where eaoofhentry high prelative humidity,work is p sed ovie fasteners and anchorages with in a a hot-dip zinc coating (ASTM A 153-82) . E. BUILDING PAPER: Asphalt saturated felt, non-perforated, ASTM D226-82. F. MISCELLANEOUS LUMBER: 1. Provide wood for support or attachment of other work in 1nclua d stng imilarcant strimembeps. bucks, nails, blocking furring, grounds, sty-ipp g Provide lumber of sizes indicated, worked into shapes shown, and as i indicated. 2. Moisture Content. 19% maximum for lumber items not specified to receive wood preservative treatment. 02 3, Grade: Construction Grade light framing size lumber of Douglas F or Hem Fir #2. G. WOOD TREATMENT: 1. Preservative Treatment: Where lumber or plywood is indicated as pressure ' treated or is specified herein to be treated, comply + requirements of AWPA Standards each treatedani t m9 with(plywood) the AWPB Quality ty Standards listed below. Mark Requirements. 06100-2 1 2. Pressure-treat above-ground items with water-borne preservatives complying with AWPB LP-2. After treatment, kiln-dry to a maximum moisture content of 15%. Treat indicated items and the following: a. Wood cants, nailers, curbs, blocking, stripping and similar members in connection with roofing, flashing, vapor barriers and waterproofing. b. Wood sill,-, sleepers, blocking, furring, stripping and similar concealed members in contact with masonry or concrete. ' 3. Complete fabrication of treated items prior to treatment where possible. If cut after treatment, coat cut surfaces with heavy brush coat of same chemical used for treatment. Inspect each piece of lumber or plywood after drying and discard damaged or defective pieces. PART 3 - EXECUTION A. INSTALLATION: 1. Discard units of material with defects which might impair quality of work, ' and units which are too small to use in fabricating work with minimum joints or optimum joint arrangement. 2. Set carpentry work accurately to required levels and lines, with members 1 plumb and true and accurately cut and fitted. 3. Securely attach carpentry work to substrate by anchoring and fastening as shown and as required by recognized standards. Countersink nail heads on exposed carpentry work and fill holes. 4. Stockpiling: Stockpile all materials sufficiently in advance of need to ensure their availability in a t.mely manner for this work. 5. Finish all bearing surfaces on whicli structural members are to rest so as ' to give sure and aven support. Where framing members slope, cut or notch the ends as required to give uniform bearing surface. 6. Do not notch, bore, or cut members for pipes, ducts, conduits, or other reasons except as shown on the drawings or as specifically approved by the A/E. 7. Bolting: Drill holes 1/16" larger in diameter than the bolts beinc, used. Drill straight and true from one side only. Bolt threads shall nuc bear B on wood. Use washers under head and nut where both bear on %!ood; use ■ washers under all nuts. 8. Screws: For lag screws and wood screws, pre-bore holes same diameter as root of thread; enlarge holes to shank diameter For length of shank. Screw, do not drive, all lag screws and wood screws. 9. Nailing: 1 a. Nailing Schedule: In accordance with Table 25-p, Uniform Building Code, latest edition. b. Use common wire nails, except as otherwise indicated. Use tinishing rails for finish work. Select fasteners of size that will not ' penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting of wood; predrill as required. 06100-3 B. WOOD GROUNDS, NAILERS, BLOCKING AND SLEEPERS: 1. Provide wherever shown and where required for screeding or attachment to other work. Form to shapes as shown and cut as required for true line and level of work to be attached. Coordinate location with other work involved. 2. Attach to substrates as required to support applied loading. Countersink bolts and nuts flush with surfaces, u' less otherwise shown. Build into masonry during installation of masonry work. Where possible, anchor to formwork before concrete placement. 3. Provide permanent grounds of dressed, preservative treated, key-bevelled lumber not less than 1-1/2" wide and of thickness required to bring face of ground to exact thickness of finish material involved. Remove temporary grounds when no longer required. C. WOOD FRAMING, GENERAL: 1. Provide framing members of sizes and on spacings shown, and frame openings as shown, or if not shown, comply with recommendations of "Manual for House Framing" of National Forest Products Association. Do not splice structural members between supports. 2. Anchor and nail as shown, and to comply with "Recommended Nailing Schedule" of "Manual for House Framing" a^,' other recommendation of N.F.P.A. and Table 25-Q of the Uniform Buildi Code, latest edition. 3. Firestop concealed spaces with wood blocking not less than 2" thick, if not blocked by other framing members. Provide blocking at each building store level and at ends of joist spans. D. BLOCKING: 1. Install all blocking required to support all items of finish and to cut off all concealed draft openings, both vertical and horizontal between ceiling and floor areas. 2. Install solid blocking between joists at all points of support and wherever sheathing or flooring is discontinuous. 3. Wood fire-blocking, when of wood, shall be two inches (nominal ) in thickness by the full width of the opening being blocked. E. STUD FRAMING: 1. General : Provide stud framing where shown. Unless otherwise shown, use 2" x 4" wood studs spaced 16" on center with 41' face perpendicular to direction of wall or partition. Provide single bottom plate and double- top plates 2" thick by width of studs; except single top plate may be used for non-load-bearing partitions. Nail or anchor plates to supporting construction. 2. Construct corners and intersections with not less than 3 studs. Provide miscellaneous blocking and framing as shown and as required for support of facing materials, fixtures, specialty items and trim. a. Provide continuous horizontal blocking row at mid-height of single- story partitions over 8' high and at midpoint of multi-story partitions, using 2" thick members of same width as viall or partitions. 06100-4 1 3. Frame openings with multiple studs and headers. Provide nailed header members of thickness equal to width of studs. Set headers on edge and support on jamb studs. a. For non-bearing partitions, provide double-jamb studs and headers not less than 4" deep for openings 3' and less in width, and not less than 6" deep for wider openings. b. For load-bearing partitions, provide doubie-jamb studs for openings 6' and less in width, and triple-jamb studs for wider openings. Provide headers of depth shown, or if not shown, provide as recommended by N.F.P.A. "Manual for House Framing". F. INSTALLATION OF PLYWOOD: Comply with applicable recommendations contained in Form No. E 30F, "APA Design/Construction Guide - Residential and Commercial", for types of plywood products and applications indicated. "END OF SECTION" ro r 06100-5 garJ LN—NAm A m► w 06180 GLUE LAMINATED BEAMS PART 1 - GENERAL A. DESCRIPTION: 1. Work includes, but is not limited to: a. Provide structural glue laminated beams of size and number indicated. B. QUALITY ASSURANCE 1. Fabricator: Glue laminated beam fabricator shall be approved and licensed by American Institute of Timber Construction (AITC) . Prior to delivery of glue laminated beams to job site, deliver to the A/E "AITC Certificate of Performance" covering the products furnished. s 2. Manufactured glu-lams complying with ANSI/AITC 190. 1. C. SUBMITTALS: Shop drawings, in accordance with Section 01000. D. PRODUCT HANDLING 1. Storage: Store on blocks and protect from weather and other damage. ;void exposure to rapid changes in temperature or moisture content. 2. Protection: Protect members as required during unloading, handling, storage, and erection including necessary temporary protections due to subsequent work by other trades. E. BEAMS 1. Allowable Beam Stresses: fb = 2400 psi , fc = 450 psi , fv = 165 psi as indicated. 2. Camber: For beams supporting concrete loads, camber for dead load. 3. Adhesive: Exterior glue 4. Appearance: Industrial grade 5. Top �gnsion laminations on cantilevered beams. 6. Load wrap PART 2 - PRODUCTS A. LUMBER : Douglas Fir PART 3 - EXECUTION A. Members plumb, level , square, and in alignment with required lines, levels, dimensions and elevations. B. All fastenings shall fit properly and be drawn tight. C. BRACING: Provide adequate temporary bracing for all members until permanent connectors can be secured. "ENO OF SECTION" 06180-1 IDIVISION 7 - THERMAL AND MOISTURE PROTECTION 07100 Waterproofing 07100-1-2 07510 Built-Up Bituminous Roofing 07510-1-3 07610 Flashing and Sheet Metal 07610-1-2 07800 Roof Accessories 07800-1-1 07900 Sealants 07900-1-3 l i I 9 ■1► ! y '111if I III! 01100 WATERPROOFING PART 1 - GENERAL A. DESCRIPTION 1. Work includes, but is not limited to: a. Provide asphaltic type reinforced waterproofing membrane system suitable for brush application as indicated and in the following areas. 1) Perimeter of cast-in-place walls. 2. Related Work Specified Elsewhere: a. 03300 Cast-in-Place Concrete b. 03411 Precast Wall Panels B. QUALITY ASSURANCE 1. Qualifications of Applicators: Use only skilled personnel who are thoroughly trained and experienced in necessary skills, familiar with the manufacturers recommended methods of application and with the specific requirements for this work. C. SUBMITTALS 1. Submit manufacturers standard specifications and written instructions for installation of waterproofing systems. l2. Guarantee: Deliver to the A/E the manufacturer's standard guarant^e signed by the applicating firm and endorsed by the manufacturer stating that the dampproofing will remain intact and will resist water for a period of five (5) years following date of application. D. PRODUCT HANDLING 1. Protection: Use all means necessary to protect materials before, during and after installation and to protect work and materials of other trades. 2. In the event of damage immediately make all repairs for replacements necessary at no additional cost to the Owner. IPART 2 - PRODUCTS A. APPROVED WATERPROOFING SYSTEMS (Vertical surfaces and as indicated) . 1 . Gilsonite Specification HW-150-P3M. 2. W.R. Grace "Bituthene". 3. Approved substitutions. B. 1/2" PROTECTION BOARD. 1. Reroof board 2. Homasote 01100-1 PART 3 - EXECUTION A. INSTALLATION 1. Preparation: Properly prepare all surfaces to receive waterproofing. Surfaces must be clean and free of all foreign matter. Do not apply waterproofing systems over frost covered surfaces. 2. Application: Apply specified materials in strict accordance with the manufacturer's recommendations covering all areas where waterproofing is required to prevent penetration of moisture through substrate materials. 3. Prior to backfilling, apply 1/2" protection board over waterproof membrane. "END OF SECTION" I I I 1 07100_2 r 07510 BUILT-UP BITUMINOUS ROOFING PART 1 - GENERAL A. DESCRIPTION 1. Work includes, but is not limited to: a. Provide all built-up bituminous roofing complete, in place, as shown on the drawings specified herein. 2. Related Work Specified Elsewhere: a. 06100 Rough Carpentry b. 07610 Flashing and Sheet Metal B. QUALITY ASSURANCE 1. Qualifications of Manufacturer: Products used in the work of this Section shall be produced by manufacturers regularly engaged in the manufacture of similar items and with a history of successful production acceptable to the A/E. 2. Qualification of Subcontractor: The Subcontactor and his personnel shall be currently approved by the manufacturer a� qualified to install the materials of this Section. 3. Bond: Perform work and make provisions to conform completely to manufacturer's bond requirements. Do not include bond fee in bid. The Owner has the option of requiring a bond and if issued, fee will be paid by Owner. 4. Roofing Inspections: Make all required notifications and secure all required inspections by the manufacturer of the approved materials to facilitate issuance of the specified roof guarantee. 5. Roo-v Membrane: Minimum UL Class B system. 6. Attachment: Minimum FM I-60 Class. C. SUBMITTALS f 1. Complete materials list of all items proposed to be furnished and installed under this Section. 2. Manufacturer' s specifications and other data required to demonstrate compliance with specified requirements. 3. Manufacturer' s recommended methods of installation. The :manufacturer's recommended methods of installation, when approved by the A/E, will become i the basis for inspecting and accepting or rejecting actual installation procedures used on the work. 0. PRODUCT HANDLING 1. Delivery and Storage: a. Deliver all packaged materials to the job site in their original unopened containers with all labels intact and legible at time of inspection. b. Store all materiels in an approved manner, protecting from contact with soil and fru+n exposure to the elements. I07510-1 c. For 2.4 hours immediately before laying, stack felt rolls on end and store in an area maintained at a temperature no lower than 10 degrees C (50 degrees F). 2. Protection: Use all means necessary to protect the materials of this Section before, during and after installation and to protect the work and materials of all other trades. 3. Replacements: In the event of damage, immediately make all replacements necessary to the approval of the A/E at no additional cost to the Owner. E. GUARANTEE 1. Upon completion of the work of this Section, and as a condition of its acceptance, deliver to the Owner a written guarantee signed by the Contractor and the installing subcontractor agreeing to maintain the roofing and flashings in a waterproof condition for at least two years following installation, and without additional cost to the Owner. 2. During the maintenance period, the General Contractor and the roofing installer agree that within 24 hours of receipt of notice from the Owner they will inspect and make immediate emeryency repairs to defects or to leaks in the built-up roof system and related metal work. They further agree that within a reasonable time they will restore the affected items to the standard of the original Specific;+tions. All emergency and permanent work during the life of the agreement to maintain built-up roof system will be done without cost to the Owner, except in the event it is determined that such leaks were caused by abuse, lightning, hail storm, other unusual climatic phenomena of the elements, or failure of related work (except related roof metal work included under the agreement) installed by other parties. 3. Agreement to maintain roofing system shall be in written form acceptable to the Owner. PART 2 - PRODUCTS A. BUILT-UP ROOF ASSEMBLY : 1. Manville #3GNS (U.L. Director, #R10161, Card K) or approved substitution. a. Base Ply: Glas Base (1) ply b. Plysheets: Glas Ply (2) plies c. Emulsion Coating: Topguard Type B - Fiberated d. Aluminum Cr,ating: Fiberated aluminum roof coating B. CANT STRIPS: Mineral fiber cants as made or recommended by roofing material manufacturer. C. FASTENERS ACCESSORIES: Provide all necessary mechanical fasteners and accessories made or recommended by roofing manufacturer required for complete installation. a 01510-2 PART 3 - EXECUTION A. SURFACE CONDITIONS 1. Dryness of Substrate: Do not commence installation of roofing oae- roof system until all substrata are sufficient dry to satisfactorily receive this installation. 2. Other Conditions: Verify that substrata are smooth, dry, clean, and free from sharp projections and depressions, properly graded to outlets, and that all metal fittings are in place prior to start of installation of roofing. 3. Thoroughly inspect roof deck and remove all nails or fasteners not completely embedded on roof structure (shiners). B. INSTALLATION 1. Roofer to apply roofing in strict accordance with manufacturer's latest printed instructions. 2. Do not bring or lay roofing unless temperature is at least 400 and rising or unless otherwise specified in writing. 3. Apply and install built-up roofing without interruptions until complete, or cover and protect exposed edges of roofing at end of each work day with glaze coat of bitumen. 4. Apply P-O" wide mineral cap material over metal straps on roof, extend mineral cap 6" beyond end of each strap. Cap material applied prior to application of base sheet. Invert cap and set in mastic over strap. C. CANT STRIPS: Ir. angles of roof deck and vertical walls or curbs, provide the indicated cant strips, fittings flush at ends and to wall surface. D. VENT PIPE FLASHING 1. I nstal 1 new f 1 ash ngs, set on top of f i rst ply of base sheet and seal wi th a 6" wide strip of flashing set in asphalt. 2. Cut a collar of base sheet to fit around the vent and overlap the flange 12" on all sides, placed in asphalt. 3. After roofing has been applied, form a plastic cant around base of vent. E. MEMBRANE FLASHINGS: Provide base flashings in accordance with manufacturer's standard details. F. MECHANICAL UNIT CURBING: Provide curbs at all mechanical units minimum 6" high. Curbs to be attached to roof deck, canted and mopped into roof membra.ie system. Provide crickets at HVAC to Frevent ponding. "ENO OF SECTION" 01510-3 07610 FLASHING AND SHEET METAL PART 1 - GENERAL A. DESCRIPTION 1. Work includes, but is not limited to: a. Provide all flashing and sheet metal not specifically described in i� other Sections of these Specifications penetration of water througexteriorshell of theuirebuil din9` prevent 2. Related Work Specified Elsewhere: a. 07510 Built-Up Bituminous Roofing b. 09900 Painting B. QUALITY ASSURANCE 1. Quality Standards: In addition to complying with all regulations, comply with all Pertinent codes and "Architectural Sheet Metal Manual " recommendations recommendations contained in and Air Conditioning Contractors Nationalr1Associationof the Sheet Metal 2. Standard commercial items may be used for flashing, trim, and reqlets, provided all such items meet or exceed the quality standards specified herein. [PART 2 - PRODUCTS A. FLASHING: 24 gauge mill phosphatized sheet metal in accordance with ASTM A 526 CQ for all items unless 'n6 cated otherwise. B. LEADER BO,(ES, DOWNSPOUTS AND SCUPPERS: in accordance with ASTM A 526 CQ. Provide de bilyd p screens zat downspouts (removable). pouts C. NAILS, RIVETS, AND FASTENERS: Use only soft iron rivEts hdvin rust coating, galvanized nails, and cadmium plated screws and washers in connection with galvanized iron and steel . 0. SOLDER on galvanized sheet steel , shall conform to ASTM B-32. E. OTHER MATERIALS: All other materials for a complete and a ials not specifically described but required new, first proper installation of the work of this Section shall be quality of their respective kinds. PART-3 - EXECUTION A. GENERAL 1. Form all sheet metal accurately and to the dimensions and shapes required. finish all molded and broken surfaces with true, sharp, and Straight and angles, and where intercepting other members, ;.ape to an accurateines and solder securely. 1 07610-1 i 2. Unless otherwise specifically permitted by the A/E, turn all exposed edges back 1/2". 3. Expansion: Form, fabricate and install all sheet metal so as to adequately provide for expansion and contraction in the Finished work. 4. Weatherproofing: a. Finish watertight and weathertight where so required. b. Make all lock seam work flat and true to line, sweating full of solder. c. hake all lock seams and lap seams, when soldered, at least 1/2" wide. d. Where lap seams are not soldered, lap according to pitch but in no case less than 3". e. Make all flat and lap seams in direction of flow. 5. Dissimilar Metals: Keep from direct contact by applying one coat of bituminous paint or 5y f2lt membrane separation. B. JOINTS 1. Join parts with rivets or• sheet metal screws where necessary for strength or stiffness. 2. Provide suitable watertight expansion joints for all runs of more than 201 , except where closer spacing is indicated on the drawings or required for proper installation. C. FASTENING 1. Wherever• possible, secure metal by means of clips or cleats without nailing through the metal . 2. In general , space all nails, rivets and screws not more than 8" apart, anu where exposed to the weather, use lead washers. D. EMBEDMENT: Embed all metal in connection with roofs in a solid bed of sealant. E . SOLDERING: 1. Thoroughly clean and tin all joint materials prior to soldering. 2. Perform all soldering slowly with a well heated copper in order to heat the seam thoroughly and to completely fill them with solder. 3. Make all exposed soldering on finished surfaces neat, full flowing and smooth. 4. Cleaning: After soldering, thoroughly wash acid flux with a soda solution. F. TESTS: Upon request of the A/E, demonstrate by hose or standing water that all flashing and sheet metal is completely watertight. "END OF SECTION" 1 01610-2 07800 ROOF ACCESSORIES PART 1 - GENERAL b A. DESCRIPTION 1. Work includes, but is not limited to: a. Provide the following roof accessory in locations indicated on the drawings: 1) Roof scuttle 2. Related ;fork Specified Elsewhere: a. 06100 RoughCarpentry b. 07510 Built-up Bituminous Roofing B. QUALITY ASSURANCE 1 1. Codes: Roof hatch assembly must be designed to carry all live and dead roof loads in accordance with Uniform Building Code, latest edition, C. SUBMITTAL I. Submit shop drawings in accordance with section 01000. PART 2 - PRODUCTS A. ROOF SCUTTLE: 2'-6" x 3'-0" galvanized sheet metal ; Bilco S-20 or approved substitution. PART 3 :__EXECUTION A. Install in accordance with manufacturer's instructions for compatible weathertight seal, B. Provide slope on hiqh O do of roof hatch to ensure drainage around skylight. "END OF SECTION" v` 07800-1 07900 SEALANTS rynRT 1 - GENERAL A. DESCRIPTION 1. Work includes, but is not limited to: a. Seal or caulk 4)ints between dissimilar materials for watertight seal . Provide watertight caulked joints at all building exterior locations where possible �vater penetration through joint may occur. If caulking systems for such joints not shown, provide as specifically appruved. 2. Terminology: Where the words "sealant" or "caulking" are used in this text, they shall be considered to be synonymods and shall mean sealant or caulking compounds as specified under PRODUCTS Article. 3. Related Work Specified Elsewhere: a. 03411 Precast Wall Panels b. 06100 Rough Carpentry c. 08400 Entrances and Storefronts d. 08800 Glass and Glazing B. SUBMITTALS 1. Manufacturer's Printed Instructions: Submit three copies of the caulking manufacturers complete current printed instructions covering installation o, such material intended for use on this project. 2. Sample of each type of sealant and backing to be used. 3. Manufacturer's standard color selection. C. PRODUCT HANDLING 1. Deliver materials in unbroken packages with manufacturer's labels thereon. Store materials in locations as directed until ready for use. Do not use packages or material showing evidence of water or other damage. Use materials within the recommended shelf life indicated in manufacturer's printed instructions. PART 2- PRODUCTS A. TYPE A SEALANT 1. Application: General building sealant. 2. Material : One component polyurethane sealant. a. Sonolastic NPI as manufactured by Sonneborn. b. Vulkem 116 as manufactured by Mameco. B. TYPE B SEALANT 1. Application: General building sealant for wide joints. 2. Materials: Self leveling one component polyurethane. 07900-1 i a �s ww a. Dymeric as manufactured by Tremco Construction Division. b. Vulkem 227 as manufactured by M ameco. c. Wide Joint sealant as winufactured by Sonneborn. C. TYPE C SEALANT 1. Application: Paving joint sealer. 2. Materials: Two component pourable self leveling urethane a. Sonolastic paving joint sealer as manufactured by Sonneborn. b. THC 900 as manufactured by Tremco. c. Vulkem 245 as manufactured by Mameco 0. TYPE D SEALANT 1. Application: Sealant for glass and glazing. 2. Materials : One component silicone base sealant. a. Dow Corning #790 b. General Electric Silicone Construction Sealant. E. Filler Gasket in cord strip or other section as indicated. 1. Dow Chemical Et;iafoam. 2. Sonneborn Sonofoam. 3. Approved substitution. PART 3 - EXECUTION A. PREPARATION: Surfaces to receive caulking materials shall be thoroughly clean and free of any non-compatible primers or protective coating;, including lacquers, form coatings, clear sealers, etc. Brush out all foreign matter and loose particles. Clean metal surfaces with solvents and wipe dry while the surface is still wet with solvent. B. PRIMERS AND BOND BREAKERS: Apply to surfaces as required; verify with manufacturer. In general , prime all concrete and portland cement based plaster or grout surfaces. Prime wood surfaces where specifically required. Use proper type primers and bond breakers, apply in accordance with sealant manufacturer' s printed instructio�is. C. GASKETS OR FILLERS: Compress all gaskets to tiqht fit. Where required as backing for caulking system, roll or stretch in gasket sections to depth from sealant face or as shown ( in generil , to 3/8") . D. Install gun grade material with gun nozzle of similar size as joint width as shown. Tool all beads, after application to ensureassume full firm contact. Strike off excess material . E. Maintain edge surfaces adjacent to joints clean and fr--e of caulking stain and excess material . Trim joints as require' ;n accordance with manufacturer's printed instructions. i 07900-2 F. Do not apply caulking materials to a "bleeding" type of surface, such as asphaltic or other oil-emitting types. Where such material occurs at caulking joint (roofing, etc.) , isolate from caulking with gasket filler. G. Avoid mixingany water in caulking mixture before and during application. Do not thin material . "END OF SECTION" 1 1. 07900-3 DIVISION 8 - DOORS AND WINDOWS 08110 Hollow Metal Work 08110-1-2 08360 Sectional Overhead Doors 08360-1-4 J 08400 Entrances and Storefront 08400-1-3 08520 Aluminum Windows 08520-' 2 08710 Finish Hardware 08710-1-3 08800 Glass and Glazing 08800-1-3 I r 08110 HOILOW METAL WORK PART 1 - GENERAL A. DESCRIPTION 1. Work includes, but is not limited to: a. Provide hollow metal doors and door frames of size, type and thickness indicated and scheduled. 2. Related Work Specified Elsewhere: a. 03411 Precast Wall Panels b. 08710 Finish Hardware c. 08800 Glass and Glazing B. QUALITY ASSURANCE 1. Materials: All material used in the fabricating of steel doors and frames shall be free from defects impairing strength, durability, appearance. Doors shall conform to Commercial Standard CS 242-62 and PS4-66. 2. Doors and Frames in accordance with Standard Steel Door Institute (S.D. I . ) recommendations. S.D.I . 100-78. 3. Doors and Frames to be of a single manufacturer. 4. Hardware a. Reinforce, drill and tap doors and frames to receive mortised hinges, locks, latches, flush holts and concealed closers as required. b. Hardware preparation. in accordance with S.D.I . 107. c. Contractor to drill and tap for surface lrcl l:d hardware in accordance with S.D. I . 107. C. SUBMITTALS 1. Shop drawings in accordance with Section 01000. D. PRODUCT HANDLING 1. Delivery and Storage: Deliver and store doors and frames at the job site in dry area. Complete protection between doors to insure against surface damage. Take special care at all times to prevent staining of door surface. Carry doors and frames when moving them. Do not drag. Do not slide one door across another. 2. Replacements: In the event of damage, immediately make all repairs avid replacements necessary to the approval of the AJE and at no additional cost to Owner. 08110-1 PART 2 - PRODUCTS A. DOORS: 1. 1-3/4" full flush, fabricated from two sheets 18 gauge steel with no visible seams on either face. Doors shall be reinforced, stiffened, insulated, sound deadened. Doors shall be bonder zed and finished as standard one-coat baked-on prime coat. Provide top caps on exterior door. 2. Accepted Manufactur ,rs: a. Ceco Corporation b. Curries Manufacturing c. Fenestra d. Steelcraft Maiufacturino Coiapany B. FRAMES IN CONCRETE 1. Fully welded fabricated of 16 gauge cold rolled steel. Frames to be thoroughly degreased and cleaned of all imperfections before painting. All frames to receive factory coat of rust inhibitive primer baked on. 2. Accepted Manufacturers: a. Ceco Corporation b. Curries Manufacturing c. Fenestra d. Steelcraft C. MISCELLANEOUS FASTENERS AND ACCESSORIES: As made or recommended by door manufacturer. PART 3 - EXECUTION A. INSTALLATION: Plumb, straight, true, rigidly secured in place, properly braced with 1/8" in 2" level and 1/16" equal margin B. FIT AND INSTALL SPECIFIED HARDWARE to operate freely and adjust doors before final acceptance. C. PRIME COAT TOUCH UP: Immediately after erection, sand smooth all rusted, or damaged areas of prime coat and appy touch up compatible primer. Touch up is responsibility of door -installer. "END OF SECTION" 08110-2 r M01 p 08360 SECTIONAL OVERHEAD DOORS t PART 1 - GENERAL A. DESCRIPTION k 1. Work includes, but is not limited to: a. Provide vertical lift steel sectional doors as indicated and scheduled. 2. Related Work Specified Elsewhere: a. 03411 Precast Wall Panels b. 09900 Painting B. QUALITY ASSURANCE 1. Provide each sectional overhead door as a complete unit produced by one manufacturer. including frames, sections, brackets, guides, tracks, counterbalance mechanisms, hardware, operators and installation accessories, to suit openings and head room allowable. 2. Inserts and Anchorages: Furnish inserts and anchoring devices set in concrete fnr 1„s�,.11ation of units. Provide setting drawings, templates, and di-ections for installation of anchorage devices. Coordinate delivery with oLner work to avoid delay. 3. Wind loading: Design ana reinforce sectional overhead doors to withstand a 30 lb. per sq. ft. wind loading pressure. C. SUBMTTfALS: 1. Product Data: Submit manufacturer's product data, roughing-in diagrams, and installation instructions for each type and size of overhead door. Include manufacturer's operating instructions and maintenance data. 2. Shop Drawings: Shop drawings in accordance with Section 01000. Submit shop draw ngs for special components and installations which are not fully dimensionEd or detailed in manufacturer's data. 1 08360-1 4 PART 2 - PRODUCTS A. MANUFACTURER: Subject to compliance with requirements, provide products of one of the following: 1. Crawford Door Co. Division, Jim Walters Doors 2. Overhead Door Corporation 3. Windsor Door Co. Division, Ceco Corporation B. STEEL SECTIONS: 1. Construct door sections from galvanized structural quality carbon steel sheets complying with ASTM A 526 or ASTM A 446, Grade A, with a minimum yield strength of 33,000 psi , and a minimum G90 zinc coating complying with ASTM A 525 or ASTM A 446. 2. Steel Sheet Thickness: 24 gauge. 3. Exterior Section Face: Flat, ribbed or fluted, to suit manufacturer's standards. 4. Fabricate sections from a single sheet to provide units not more than 24" high, and nominal 2" deep. Roll horizontal meeting edges to a continuous shiplap, rabbeted, or keyed weather seal , with a reinforcing flange return. 5. Enclose open section with 16 gauge galvanized steel channel end stiles weIOed in place. Provide intermediate stiles, cut to door section profile, spaced at nor more than 48" on center and welded in place. 6. Reinforce bottom section with a continuous channel or angle conforming to bottcm section profile. 7. Reinforce sections with continuous horizontal and diagonal reinforcing, as required by door width and design wtid loading. Provide galvanized steel bars, struts, trusses or strip steel , formed to depth, and bolted or welded in place. 8. Apq-ly manufacturer's standard prime coat, app] ied to both door faces after forming. C. TRACKS, SUPPORT AND ACCESSORIES: 1. Tracks: Provide manufacturer's 3" galvanized steel track system, sized for door size and weight, and designed for clearances shown. Provide complete track assembly including brackets, b acing, and reinforcing for rigid support of ball bearing roller guides, for required door type and size. Slope tracks at proper angle from vertical , or otherwise dasign to ensure tight closure at jambs when door unit is closed. Weld or bolt to track supports. 2. Track Reinforcement and Supports: Provide galvanized steel track reinforcement and support members. Secure, -?inforce and support tracks as required for size and weiqht of door to provide strength and rigidity, and to ensure against sag, sway, and detrimental vibration during opening 08360-2 K111111111111111111 f and closing of doors. Support and attach tracks to opening jambs with continuous angle welded to tracks and attached to wall . Support horizontal (ceiling tracks) with continuous angle welded to track and supported by laterally-braced attachments to overhead structural members at curve and end of tracks. rene or 3, adjustable weathercontinuous strip gasketat tops rand compressible flexible sible astragal on bottom o fbus a of each overhead door. D. HARDWARE: 1. Provide heavy-duty, rust-resistant hardware, with galvanized or cadmium- plated or stainless steel fasteners, to suit type of dour. 2. Hinyes: Provide heavy steel hinges at each end stile and at each intermediate stile, per manufacturer's recommendations for size of door. Attach hinges to door sections through stiles and rails with bolts and ;n lock nuts or lock washers and nuts. Use rivets or self-tapp' y fasteners only where access to nuts is not possible. Provide double-end hinges, where required, for doors exceeding 16'-0" in wid+h, unless otherwise recommended by door manufacturer. 4 3. Rollers: Provide heavy-duty rollers, with steel ball bearings in case- hardened steel braces, mounted with varying projections to suit slope of track. Extend roller shaft through both hinges where double hinges are required. Provide 3" roller tires to suit size of track. Case-hardened steel tires, for normal installations. q. Pull Handles, Locks and Latches: For manually-operated doors, furnish galvanized steel lifting handles, single-side locking device ooenable from interior and exterior suitable for padlock. Lifting handles of galvanized steel . E. COUNTERBALANCING MECHANISMS: 1. Torsion Spring: Hang door assembly for operation by torsion spring counterbalance mechanism, consisting of adjustable tension tempered steel torsion springs mounte6 on a case-hardened steel shaft, and connected to door with gal ,anized aircraft type lift cable. 2. Provide cast aluminum or grey iron casting cable drums, _grooved to receive cable. Mount counterbalance mechanism with manufacturer's standard ball- hearing brackets at each end of shaft with one additional mid-point bracket for shafts up to 16' long and 2 additional brackets at 1/3-points to fsupport shafts over 16' long, unless closer spacing recommended by door manufacturer. at umper 3, Provide of eachhorizontal er a eddrtrackntopcushion door ring or f atpend gobopening installed operation. e 1 08360-3 r F. MANUAL DOOR OPERATORS: PUSH UP: Provide lift handles and pull rope for raising and lowering doors, operating with not more than 25 lbs. lift or pull. PART 3 - EXECUTION A. INSTALLATION 1. Install door, track, and operating equipment complete with necessary hardware, jamb and head mold stops, anchors, inserts, hangers and equipment supports in accordance with final shop drawing,, m 11facturer's instructions and as herein specified. 2. Fasten vertical track assembly to framing at not less than 24" on center. Hang horizontal track from structural overhead framing with angle or channel hangers, welded and bolt-fastened in place. Provide sway bracing, diagonal bracing, and reinforcing as required for rigid installation of track and door operating equipment. 3. Upon completion of installation, including work by warp,tettwast, lubricate, test and adjust doors to operate easily, or distortion and fitting weathertight for entire perimeter. "END OF SECTION" 08360-4 08400 ENTRANCES AND STOREFRONT PART 1 - GENERAL A. DESCRIPTION 1. Work includes, but is not limited 0: a. Provide the following entrances, storefront sections and window walls as indicated as scheduled: 1) Storefront doors and frames. 2) Fin"sh hardware for storefront doors. 3) Miscellaneous mechanical fasteners and glazing accessories for complete system installation. 2. Within the re ,uirements established, it is the responsibility of the vendor fabricator to provide a weathertight, leak-free entry glass and glazing system including all structural support window extrusions, components, sealants, flashing and trim, and other items necessary for complete installation. 3. Related Work Specified Elsewhere: a. 05500 Metal Fabrications b. 07900 Sealants c. 08710 Finish Hardware d. 08800 Glass and Glazing 4. Aluminum Extrusions: a. Alloys: AAMA/6063-T5 b. Color: Medium Bronze anodized finish c. Thickness: 1) Window extrusions: .125 inches 2) Door extrusions: .125 inches 3) Glazing stops: .050 inches B. QUALITY ASSURANCE 1 . Work shall meet or exceed applicable standards of the Architectural Aluminum Manufacturer's Association (HAMA) . 2. All entrances and storefront for this work, unless otherwise specifically approves; by the A/E, will be the product of one manufacturer. 3. Manufacturer's Inspection: Prior to start of fabrication of entrances and storefronts, secure a visit by the manufacturer to field inspect and coordinate installation. a. Manufacturer's representative to ascertain suitability of building structure for installation of entrances and storefronts. b. Manufacturer's representative to coordinate minor changes, or alterations in the building structure to accommodate entrance and y, storefront installations. 1 08400-1 i14 C. SUBMITTALS 1. Submit shop drawings in accordance with Section 01000. 2. It will be the responsibility of the storefront manufacturer to develop and certify anchoring and connection details for storefront sections to adjacent components or structure. PART 2 - PRODUCTS A. GENERAL 1. Entrance and Storefront design for this work is based on products manufactured by Kawneer. B. APPROVED MANUFACTURERS 1. Subject to all the Specification provisions including finish, site lines and profiles. Strength and function are the following manufacturers: a. Arcadia as manufactured by Northrup Architectural Systems b. Howmet c. U.S. Aluminum C. COMPONENTS 1. Framing System: Insulated Glass: Kawneer 2" x 4-1/2" Tri Fab 451 2. Doors: Kawneer narrow style door 190 D. STOREFRONT DOOR HARDWARE: As supplied by manufacturer 1. For major entry doors: a. Center pivot hinges b. Push/pull c. Concealed Close-, adjustable pressure operation d. Weatherstrippinc_ e. Threshold f. Strike PART 3 - EXECUTION A. Prior to erection, inspect all parts of construction affecting installation of components for aluminum windows. Commencing work shall imply acceptance of adjacent surfaces to properly erect iterrs under this section. B. All work under this Sect ;on shall be fabricated by one manufacturer only. C. Erect all items in strict accordance with final reviewed shop drawings and per manufacturer's printed specifications. Use only experienced and skilled mechanics to erect work. 08400-2 D. Rigidly and permanently anchor all frames to building structure. Such anchor shall have sufficient strength to hold the completed and glazed assembly securely in place. E. Construct all items to produce neat appearance and watertight joints throughout. All joints shall be close fit. Internally block all window frame joints for concealed mechanical fastenings which, :nen installed during erection, maintain the strength of the full structural value of the members being connected. In addition, such frame joints shall permit field internal caulking to ensure watertightness. F. Construction and assembly systems shall comply with final review shop drawings. Window components including glazing shall be factory fabricated to final in- place sizes as required for the work. Job milling or resizing of components prohibited. G. DISSIMILAR MATERIALS 1. Aluminum surfaces shall be protected from direct contact with dissimilar materials as follows: a. Paint dissimilar, metals with coat of bituminous paint 30 mil . dryfilm thickness. b. A heavy seal of caulking compound, non-absorptive tape, sealant or gasket. "END OF SECTION" 08400-3 08520 AI i!MINUM WINDOWS PART 1 - GENERAL ( A. DESCRIPTION ih 1 . Work includes, but is not limited to: a. Commercial sash li. Flashings, connectors, anchoring devices, sealants, trims, etc. for complete weather tight installation. 2. Related Work Specified Elsewhere: a. C3411 Precast Wall Panels b. 06100 Rough Carpentry c. 07900 Sealants d. 08400 Entrances and Storefront e. 08800 Glass and Glazing B. QUALITY ASSURANCE 1. Use only one manufacturer' s product throughout the v+ork. 2 . Work shall meet or exceed applicable standards of the Architectural Aluminum Manufacturer's Association (AAMA) . 3. Aluminum Extrusion Alloys and Finish: Extrusions for all work under this Section shall have Aluminum Association 65063-T5 a11oy. Medium Bronze anodized finish. C. SUBMITTALS 1 . Submit shop drawings in accordance with Section 01000. PART 2 - PRODUCTS A. COMMERCIAL SASH: 1 . Merc?r Series 1 .50 2. Viking Series 1600 3. Approved substitution PART 3 - EXECUTION A. MANUFACTURER' S INSPECTION 1 . Prior to start of fabrication, field inspect and coordinate the installation. 2. Manufacturer to ascertain suitability of building structure for installation of entrance and storefronts. 3. Manufacturer to represent and coordinate minor changes or alterations In `,he building structure to accommodate entrance and storefront installations. 08520-1 q. Prior to erection, inspect all parts of construction affecting installation of components. Commencing work will imply acceptance of adjacent services to properly erect items under this Section. B. ERECTION 1. Erect all items in strict ?ccordance with final reviewed shop drawings and in accordance with manufacturer's printed specifications. 2. Rigidly and permanently anchor all frames to building structure. Anchors will have sufficient strength to hold the cnmplete and glazed assembly securely in place. 3. Construct all items to produce a neat appearance and watertight joints throughout. All joints to be close fit. C. Construction and assembly systems shall compl,, with final reviewed shop drawings. Winaow components including glazing shall be factory fabricated to final in-place sizes as required for the work. lob milling or resizing of components prohibited. D. DISSIMILAR MATERIALS 1. Aluminum surfaces shall be protected from direct contact with dissimilar materials as follows: a. Paint dissimilar metals with coat or bituminous paint for 30 mil dry film thickness. b. A heavy seal of caulking compound, non-absorptive tape, sealant, or gasket. E. CLEAI4ING 1. Clean buth inside and outside metal window and door surfaces of all foreign substances. 2. Where aluminum surfaces have become stained or discolored, clean or restore finish per recommendations of the Architectural Aluminum Manufacturer's Association. 3. Stained, discolored, or abrade(+ aluminum components that cannot be satisfactorily repaired shall bs replaced with new like items at no additional cost to the Owner. "END OF SECTION" f I 1 085,10-2 08710 FINISH HARDWARE PART 1 - GENERAL A. DESCRIPTIOV. 1. Work includes, but is not limited to: a. Providr :11 architectural hardware as specified. This specification is not to be cc-strued as quantitative nor complete in every detail . It is the supplier's responsibility to furnish all items classified as architectural hardware and necessary to complete construction as shown on drawings. 2. Coordination: "hardware Groups" described in this section are located within this specificat, )n section. 3. Related Work Specified Elsewhere: a. 08110 Hollow Metal Work b. 08400 Entrances and Storefronts B. QUALITY ASSURANCE 1. Codes: All hardware shall comply with applicable local and/or State fire and current building codes. 2. Where doors require a UL label for fire rating, all hardware applied to that door shall comply with that rating. 3. Doors installed for smoke protection shall receive hardware as recommended by the NFPA or as approved by Underwriters Laboratories. C , SUBMITTALS 1. Haruware Schedule: Submit six (6) copies finish hardware schedule showing the following: List each opening, door size, door handle, door and frame material , door label , nomenclature, manufacturer's number and finish. 2, Substitutions: a. Hardware items as manufactured by companies listed as acceptable may be substituted for "Specified" items providing the same generol design, quality, strength, and specified features are maintained. b. Reque, c for approval of tiardware in lieu of that specified er listed as "Acceptable" shall he made in writing seven (7) days prior to bid opening. This letter shall list the item specified for which approval is requested. Samples shall be submitted if requested. c. Types and 54zes listed under Hardware Groups are a guide for quality and operation and are not to be construed as a complete list. Detai requirements for each individual situation shall suit job conditions. 08710-1 PART 2 - PRODUCTS A. HARDWARE FINISHES AND MANUFACTURER'S LIST ITEM FINISH SPECIFIED ACCEPTED MFRS. *Butts US10 Stanley Laurence McKinney Locksets US10 Schlage Russwin Closers Bronze LCN Norton Threshold Bronze Pemko Reese Push/Pull Bar Nylon coated Kawneer Latch Protector Stainless Steel BBW Lock Plate Stainless Steel BOW Silencer Ives Stop US10 Ives Weatherstripping Stanley Pemko *All hinges to have non-removable pin option. PART 3 - EXECUTION A. Install all finish hardware in accordance with manufacturer's recommeidations and standard locations. B. Fit and adjust all hardware to ensure proper operation. C . APPLICATION: The general contractor shall install all architectural hardware furnished to him. Hardware that requires mortising shall be fitted then removed and placed in their original packages until painters have completed their work. All hardware subjected to hand usage during construction shall be properly wrapped for protection. D. TEMPLATES: Furnish templates to aluminum and metal door suppliers within one week from receipt of approved hardware schedule. Lock reinforcing units shall be supplied to metal door suppliers unless otherwise noted. Physical hardware templates, if required, shall be `urnished to the dour supplier within three weeks from receipt of approved hardware schedule. 08710-2 qW IMLIFAMAMFMAI # E. FASTENINGS: Architectural hardware shall be furnished with all necessary e to fasteners and heavy use and longalifesand shalltharmonizec hor the hardware in position for he. y with the hardware as y to material and finish. F . KEYS AND KEYING: Coordinate with owner. Provide (2) two keys per lock. HARDWARE GROUPS QUANTITY ITEM MANUFACTURER SIZE/MODEL $ Group 1 Hollow Metal Exterior Doors 1 Stanley F66179 4}x4# pair butts 1 closer LCN 4110 1 lockset Schlage ORB DS3PD 1 threshold Pemko 172A t door bottom Pemko 420AV � 1 1 luckplate BBW 9625-1 Iweatherstripping Stanley 10-5050 Storefront Doors `1 cylinder Schlage 1 push/pull bar Kawneer CO-9 Balance of hardware by door supplier. "END OF gECT10N" 08710-3 08800 i GLASS AND GLAZING 1 PART 1 - GENERAL. A. DESCRIPTION 1. Work includes, but is not limited to: a. Provide glass and glazing components of sizes and types indicated. 2. Related Work Specified Elsewhere: a. 08400 Entrances and Storefronts b. 08520 Aluminum Windows B. QUALITY ASSURANCE 1. All glass to conform to Chapter 54, Uniform Building Code, latest edition. 2. Clazing in accordance with FGMA, AAMA and SIGMA recommendations. 3. Tempered Glass: a. Provide tempered glazing in doers, entrances or other traffic areas in accordance with locations defined it U.S. Consumer Product Safety Commissions Standard 16 CFR 1201 C1 and C11. b. Provide label on each piece showing compliance with ANSI Z 971. 1. 4. Manufacturer of Insulating Glass: A firm recognized and experienced in the production of hermetically sealed glazing units, which warrants its products against failure of the seal and other material and workmanship f fai lurks. C. SUBMITTALS f 1. Submit the following in accordance with Section 01000: a. Product data insulating glass: submit manufacturer' s specifications and installation instrijctions. b. Submit samples of each type of color of glass 1) Show proposed maximurr, color range and range of other visual characteristics intended for use on the project. 2) Provide certification by glass manufacturer prior to installation of glass that glass shipped to job falls within acceptable samples. 2. Warranty period during which installation of replacement materials is included: 2 years after date of substantial completion: a. Insulating Glass: Submit written warranty agreeing to replace insulating glass units which show deterioration of coatings or colors, or deteriorate in any other manner, due to failure of materials or workmanship, for five years after the date of manufacture. After initial replacement period, furnish F.O.B. jobsite. Attach manufacturer's warranty. t b. Glass clod Glazing: Submit written wa-ranty agreeing to repair or replace glass and glazing materials which fail to perform as specified, including leakage of eater; or failure in joint adhesion, cohesion, abrasion, resistance, weather resistance, or general durability; or deteriorate In any other- manner not clearly specified by submitted manufacturer 's data as an inherent quality of the material for the exposure indicated. 08800-1 ka MIA am- M PART 2 - PRODUCTS A. GLASS 1 . "Plate" : Plate or float glass in accordance with FS DD-G-451 , Type 1 , Class 1, Quality q3. 2. Tinted Light-Reducing Plate Glass: Plate or float glass in accordance with FS DD-G-451 , Type 1 , Class 3, Quality q3. 3. Tempered a. Strengthen the glass by manufacturer's standard process (prior to fabrication of insulating units, but after cutting to final size) which will increase flexural strength to approximately 4 times normal glass strength. 4. Insulating Glass Units: a. Provide hermetically sealed glazing units, fabricated of tiwo sheets of glass separated by a "dry" air space, and sealed permanently at the edges. b. Provide 1 inch thick insulating glass units fabricated from component glasses specified with manufacturer's standard edge constriction of spacers and sealants, clear inner light. B. GLASS COLORS 1 . The A/E reserves the right to reject glass after installation because of visually nhjactionable variations which exceed the range established by the riianufacturer prior to the start of installation work. The A/E 's right is not limited where the manufacturer has failed to establish acceptable range samples. 2. Color: Bronze 3. Approved substitution in accordance Nith Section 01000 with 6x6 sample of glass and manufacturer' s written technical information. PART 3 - EXECUTION A. Glaze doors and window frames using materials indicated. Maintain indicated clearances and overlaps. Do all glazing in strict accordance with FGMA Manuals and per glazing materials manufacturer' s printed instruction. Glass with chipped edges subject to rejection. Prime surfaces in contact with glazing sealant manufacturer' s printed instructions, when recommended. B. Apply glazing materials uniformly with accurately formed corners and bevels. Use only recomm-nded thinners, cleaners and solvents. Do not cut or dilute glazing sealants. Make good contact with glass and frame when glazing and facing off, do not apply sealant at temperatures lower than 40 degrees F or to a damp, dirty, or dusty surface. After glazing, fix doors so they cannot be operated until sealant has set. Remove excess material (generally within 2 to 3 hours) . Finished glazing shall impose no strain on glass. C. Protect exterior glass from breakage immediately upon installation. Do not apply markers of any type to surfaces of glass. 08800-2 '+we we ss D. Remove and replace glass which is broken, chipped, cracked, abraded or damaged during the construction period. E. CLEANING: Remove labels, clean paint and sealant smears and spots with solvents as approved. Remove from site all containers and other debris used for glazing operations. "END OF SECTION" r r v 08800-3 DIVISION 9 - FINISHES r 09900-1-2 09900 Painting Paint Schedule 1. i i 1 i 09900 PAINTING iPART 1 - GENERAL A. DESCRIPTION 1. Work includes, but is not limited to: a. Paint :11 surfaces as specified or scheduled. See finish schedule for finishes. B. QUALITY ASSURANCE 1. All work shall be in accordance with pertinent recommendations of "Painting Specification Manual for the Pacific Northwest", as published by the Painting and Decorating Contractors of American (PDCA) . 2. Product labels: Each container shall bear manufacturer's legible label indicating: Manufacturer's name; type of material ; product number; batch number; color; instructions for reducing; and instructions for application. 3. Coordination: Coordinate color location with A/E prior to application. 4. Materials shall be the best quality as produced by the accepted ( manufacturers. 1 C. SUBMITTALS 1. Samples in accordance with Section 01000 of each required finish, color and sheen on B-1/2" x 11" cardboard. 2. Complete products list of all materials to be used. D. PRODUCT HANDLING 1. Storage: Store in suitable location where directed by General Contractor, in unopened original containers with l,,hel legible and intact. 2. Handling: Protect against contamination by foreign matter. E. MAINTENANCE MATERIALS: Provide Owner with 2 gallon ; of each type and color of pint used. PART 2 -PRODUCTS i A. ACCEPTED MANUFACTURERS I 1. Miller 2. Rodda 3. Sherwin Williams B. APPROVED SUBSTITUTIONS: Submit paint specifications in accordance with Section 01000. 09900-1 i PART 3 - EXECUTION A. Application of finishes over other work constitutes acceptance. All surfaces clean and free of foreign material as specified and as required by manufacturer. B. Material systems completely by one manufacturer for a specified surface, including sealers, primers, undercoats, all subsequent coats. C. Spread material evenly without runs or sags. Each coat must be thoroughly dry before succeeding coat is applied. 0. Application in strict accordance with manufacturer's can label , regarding coverage, thinning and drying time. E. Where more than two coats of paint are required, vary color at each successive coat. F. JOB CONDITIONS 1. Environmental requirements: a. Follow manufacturer's directions. Apply products in dust free areas. b. Minimum ambient air and surface temperature unless otherwise approved by manufacturer: 60°F for 24 hours before, during and 24 hours after apalication. r.. Do not work where inclement weather may damage surface. 2. Protection: a. Cover or otherwise protect work of other trades, including walls and floors of paint storage and mixing rooms. b. Remove or otherwise protect finish hardware, accessories, plates, lighting fixtures, and similar items. c. Post signs and install barricades as required to protect work of this Section against damage or discoloration. d. Take extraordinary care to prevent fire. Open cans of paint and varnish only when needed. Keep rubbing cloths and oily rags submerged in water. G. CLEARS-UP: At end Gf each day's work, take all necessary precautions to prevent fires. Upon completion of each day's work, remove all staging, scaffolding and containers from the site, remove all paint spots, oil or stains caused to adjacent surfaces and leave job clean and acceptable. 11. PAINTING SYSTEM SCHEDULES: The following schedules provide requirements for paint systems on various surfaces. "END OF SECTION" 09900-2 E � b W t r (Y CP .- I- r F- � •r U 3 4 �+ LL +-1 c Z � d L OJ N y C O W N G Q +d b IJ Z C c C •r •K7 o a w a r 4•' rn ro a1 L- c ~ r• 4j r- O L OJ L d i7 4-J b E E CL +� 3 t � 3 N !-- Q O U U- C) w W an Z Z O H R Q a W cr Cl- LU W U CC LL M � of C .a W S- C-) +j d N LL 7 C V) Q1 E ro vi E � ro rc W •r i � •r Ql � U- C c. N t Ln W M � •-- vi 7E •r N Q i e 0 ro •- L Q j _VI 41 C1 Od/ Q rl •r N Z N L F_ 04 ocni 'v '^ as "' U � = r _a cn v+ LA C3 cl sem' C) w O O _� t r` ro Ca- In T tQ N V1 y _O Q ro 01 CD u 1 U U'r E +-+ LA- N a C V1 •r C ro aC L d W 4- O _ L N Z 4..1 x 41 Z O w Q a W crd W U Q lL cr vi C WLL- C a ro m �- L v E O a L V1 OL C CJ = L O C. C E x b W •r !— •r Gl Q r- LL O � � Z C1 t V'l L IAJ y a x •L \ r Q co OZ7 O r t0 X Y L U O E C O h. Q/ O 2 O Rr Y U O st a N N E N •r E- L Q d O Li m O O N t to U U z aJ c C) z N E d c � w a a +> �v CL N 4/N L N W U U N 4-) w cr . N O Ll- a a � N Lki' a LL. N a N b L 3 U L. N N N N LLI � b ' � .Q •r a •r- �^ 3 �^ G p. � •� � 1 .,_ OCA •'.' d' � s � v I :v a, C 1 V) t I 1 I I I I I 1 W I F I 1 'z I r♦ 1 n O O Z cm M 3 O m tn to CC) N O d '"4 � d ' acC v I m � 1 O I O I 1 d 1 1 F5 1 I 1 I N Y I OF'C7 +j G aJ t„I 1 ,� ti rd �- +- O X 1 v c i aJ 1 a cl E LL Ei X E C c Qro J pt N a) C� IT J 1 aJ LLJ 1 v I 1 }, A r > r ¢ t Ec 0.1 Nom, 'rA cu >, w > x Q N . U IY L- w W O ; A cu (a a) W (U +.1 aJAt W CIL rt) L C E ¢ C •0 cu 0 b b 0 a a) C = 1 a CLCLE anEicuaJ V. U L r0 L I I aJ Wli I a1 U L ¢ u c ... OL o � 1 L � p �i L X � I LLJ I W LY '� Li. C 3 i _a in �+ N N 4J ,� N O, Z U L Y Q!Cl d L U L A N d1 CO' N rio > r0 4J c F Ln N n lO rn c ru fl, '° L Ln O N U t7 O OC u ro LL- L a o N a ro Ll O L c ro CIO U 4- O C.4- _ � O O z t 3 O V) F- +J Z (U _ O UO L L O H" o C, O OD L - 13 ci '^� ro W r' Q) Q1 o +-J u rn N w a.v c a 4- Q O 4- 'r u O w c oc us- a N : 7 L- c N 4_ F-- c W Cl) rC U E N LL. 3 ck: O E o O 4- V) -N r C) v ro O > 0- T) o N N d' ro LLl •r •r tY I- Q1 ro •r � QJ � � 3 gz a ai t c vi L w � a Z ti vim. Y fl- (V N Ln Y .r 1 U U X .:r 4 .--1 kn � Y C1Q1 L() � M Q CL Pn L ro N N i' Gl N EE E d 4' i N O � (L bmf N L a Q) OG1 U- O a• > 1 QJ C N O U ro N C r WL >1 4-1 r G1 r r CO a1 4-J Y C C +) 7 r- c ,r d-J O d > 4- � O z L Q) 3 [L C ro cu z a to ^ a C) m O o ro v oo Q) a v o u v N s V O wrn p •r v N ro N N •C t � v .04- L W U • C:), L O fT Un c 0 cu ~ N " a) Cn ui fu d d d b a) QI S- (1 CJ C L •r r- a U 4- Q r }) Q) 4--) ro N IL C ,r U u N 4- ^ ro 3 G1 L S-+� V) al O C •0 N V i w VI VI T7 LLi N LLL- L_ct ro U =7 U 4--) Q, Is N N r U V) L u w N ro u u L lil 41 C N ro L x cr w � U H O. U d U � O c .r wI f N 0 0 Z L � O o u 0 N N H Z O V) V +1 ro C) u cl� o w 3 C13 H E z �o 0 J Z C) L � rN-• H 4 C (Y d � CL W L a a W U b d 1L O � u v=1 � E •r L CL r O W N f U � u- O a 3 N U r .Q O N DIVISION 10 - SPECIALTIES 10950 Miscellaneous Specialties 10950-1-2 s i 10950 MISCELLANEOUS SPECIALTIES PART 1 - GENERAL A. DESCRIPTION 1. Work includes the installation of all miscellaneru-- specialties including, but not limited to, the following: a. Mail Boxes h. Parking Stall Signs 2. Related work specified elsewhere: a. Cast-in-Place Concrete 03300 b. Rough Carpentry 06100 B. QUALITY ASSURANCE 1. Location and Quantities: All work items of this Section shall be installed where shown and in quantities required to complete the Contract. Where setting heights are now shown, they shall be as directed. 2. Cooperation: Cooperate with other crafts involved in the work of this and other related Divisions to coordinate phases of the applications spe( ified. If any work of other subcontractors must be altered due to lack of proper cooperacion or proper provisions in time, then the subcontractor at fault shall bear all expenses of required changes and the repairing thereof. C. SUBMITTALS 1. Shop drawings and samples: Submit shop drawings, samples and catalog cuts for approval prior to fabrication or purchase. PART 2 - PRODUCTS A. SIGNS 1. Parking stall signs: Provide one sign at each handicap parking stall with international symbol of accessibility attached to a 2" diameter galvani.eJ steel post set in concrete. Sign shAll have a blue background with white printing marked approximately 4'-0" above grade. Sign shall be painted plywood or acrylic. 2. Mail boxes: Cu:,t.om fabricated by Steelco, Northwest, Inc, or approved equal . a. Construction: 3oxes will be fabricated from 16 gauge Not Rolled Stee, and electric welded to ensure watertightness. Door is fitted to close under a fro-it overhang, and is connected by & continuous type hinge- Rox.-� are pre-drilled for installation. 10950-1 �r ar W low b. Finish: Metal is .leaned of all oil and mill finish before priming with industrial metal primer. Finish coat is metal enamel top coat with color as requested by Architect. c. Catches: Cast bronze with a spring lodded ball bearing type locking device riveted to box top and door, d. Mounting: Boxes are normally mounted piggy-back s'.yle with four (4) 1/4-20 N.C. Bolts with Self-Locking Nyloc Nuts. e. Installation: Boxes are bolted onto the furnished mounting poles with all hardware provided. Mounting poles are 3x6x.188 tubular steel which is placed in 18" of concrete with approximately two degree forward slope to ensure rainwater run-off. PART 3 - EXECUTION A. Items furnished under this section to be iostailed by General Contractor according to manufacturer's instructions, unless otherwise specified. I B. VERIFYING CONDITIONS: Verify measurements in field, as required, for work fabricated to fit job conditions. Before starting work, examine adjoining I work on which proposed item is in any way dependent for perfect workmanship and fit. De such corrective work to adjoining work as may be necessary to make work perfect in all respects. C. INSTALLATION: Install all items, plumb, level and in proper alignment. Test and adjust to ensure proper operation. D. CLEANING: Prior to final acceptance remove all temporary protections, clean ` thoroughly and put all work in perfect condition or to appearance and function. E. DAMAGES: Minor scratches may be repaired in manner recommended by manufacturer on approval of A/E. "END OF SECTION" f i 1 1 10950-L ' DIVISIOM 11 - EQUIPMENT 11870-i-1 11870 Dock Equipment I I t� �4 11870 DOCK EQUIPMENT PART 1 - GENERAL A. DESCRIPTION 1. Work includes, but is not limited to: a. Provide the following dock equipment in locations indicated 1) Dock bumpers 2. Related work specified elsewhere: a. Cast-in-Place Concrete 03300 h. PrecasL Wall Panels 03411 B. SUBMITTALS 1. Shop drawings in accordance with Section 01000. 2. Certified pit drawings from equipment manufacturer. 3. Manufacturer' s written maintenance requirements. PART 2 - PRODUCTS A. DOCK BUMPERS: 4" x 18" x 18" L shaped molded fiber impregnated rubber (2.) per dock door, Kelley, Parr-, Dura Dock or approved. PART 3 - EXECUTION A. DOCK EQUIPMENT INSTALLATION 1. Accomplished by dock equipment approved installer, in accordance with manufacturer's written requirements. 2. Rigidly anchored and secured. 3. Level , plumb and in proper working order. B. DOCK BUMPERS 1. Level , true to line, securely bolted or welded to wall panel . "END OF SECTION" 11810-1 DIVISION 16 - ELECTRICAL Prepared by Galat, Mitchell & Associates: 16010 Electrical General Provisions 16010-1-4 16050 Electrical Basic Mater'als 6 Methods 16050-1-3 16460 Indoor Dry-Type Transformers 16460-1-2 16160 Branch Circuit Panels 16160-1-2 16179 Safety Switches 16170-1-1 16181 Fuses 16181-1-1 16450 Grounding 16450-1-1 1 I I 1 i l SOUTHWEST COMMERCE CENTER ELECTRICAL SPECIFICATIONS 16010 ELECTRICAL GENERAL PROVISIONS PART 1 - GENERAL A. GENERAL DOCUMENTS: Application of. General Conditions: The i A.I.A. General Conditions, latest edition are a part of this Specification and the Contractor shall consult them in detail for instructions pertaining to his work. B. VISITING SITE: Bidder is required to visit site of proposed construction. Verify and inspect the existing site to determine j the conditions that effect this work. Include all costs in the bid price for the work and/or material required to comply with the Contract Documents based on the actual existing conditions, and the information indicated on the Contract Documer.l.s. Failure to comply with these instructions will not relieve the Contractor from the necessity of doing any and all work which is necessary to make the electrical installation and systems complete. C. DRAWINGS: 1 . Che Electrical Drawings are diagrammatic with special symbols representing wiring, outlets, lighting and equipm?-it , Generally these symbols are not drawn to scale for the sake of clarity. The work shall be installed per the Drawings a , actual construction and work of other crafts will permit . 2. As-Built Drawings: On completion of work, deliver to Architect one set of record drawings in reproducible sepias. Show all changes and variations from the design drawings and exact routes of all feeders, service conduits and location of all conduits stubbed-out for future continuation with definite dimensions. 3. Shop Drawings: Contractor agree: that Shop Drawing Submittals processed by Architect are not Change Orders; that the p,jrpose of Shop Drawing Submit*als by Contractor is to demonstrate to Architect that Contractor understands design concept, that he demonstrates his inderstanding by indicating which equipment. and material he intends to furnish and install and by detailing fabrication and installation methods he intends to use. Submit Shop Drawings for the following: a. Utility Vault b. Terminal Cabinets C. Meter Bases Southwest Commerce Center Page 1 ElPctriral Snprifiratinn "�M-WIN-UrRip d. Disconnect Switches e. Fuses f. Transformers g. Loadcenters h. Light r'ixtures and Lamps i. . Photo Controls 4. Contractor further agrees that if deviations, discrepancies or conflicts between Shop Drawings and Specifications are disc.ovetid either prior to or after Shop Drawing Submittals are praccssed by Architect, design Drawings arid Specifications shall control and shall be followed. D. CODES: Installation shall. comply with latest Rules and Regulations of the Codes of the State and Local Authorities having jurisdiction and serving utility companies. The Contractor shall. furnL h, without extra charge, any additional materials and labor (hat may be required for compliance with these Laws, Rules and Regulations, even though the work is not mentioned in these Specifications or so shown on the Drawings. E. UTILITIES: Coordinate all aspects of the electric and telephone services with the respective utility companies. Specifically Mr . .jim Ryan of Portland General Electric (503) 643-5454 ext. 225 and Ms. Melody Welch of G.T.E. Company (503) 620-7332. No compensation will be allowed the Contractor for additional work or equipment not covered on the Drawings and Specifications. Excess cost charges for utility company services will be directly paid by the Owner. F. INSPECTION AND GUARANTEE: 1 . Inspection and approval of all wort: shall be performed by the Architect prior to covering with concrete or other materials. Contractor shall notify Architect when work is ready for inspection. Cost of uncovering and making repairs where uninspected work has been covered or closed in shall be born by Contractor. Furnish, at time of job acceptance, three (3) copies of Certificates of Completion and Acceptance from Electrical Inspection Authority. 2. Guarantee: Without additional charge, replace any wort, or material which develops defects, except from abuse, within one year from date of acceptance. G. SHOP DRAWINGS: Provide six copies each of Shop Drawings. Drawings are subject to review and must be approved prior to delivery and installation of the equipment . H. PERMITS: Contractor is to provide all required permits for work involved in the work described by these Documents. Southwest Commerce Center j Page 2 Electrical Specification "1 PART 2 - PRODUCTS A. MATERIALS: 1 . Electrical materials shall be of the type and quality specified, new, listed by the Underwriter's Laboratories, and shall bear their label wherever Standards have been established and label service is regularly furnished by them. Specified brand names and catalog numbers are used to establish Standards of performance and quality. Substitute material to he presented to the Owner for M3 approval in conformance with Instructions to Bidders; (one copy to Engineer) with descriptive literature. Equipment submitted for substitution shall meet. all the Contract Document requirements. Any deviation Gr non-compliance shall be indicated by an attached letter explaining a proposed change. Approval of submitted material does not grant deviation from the Contract requirements. Additional expense resulting by Contractor 's decision to use substitute materials must be included in Bid Sum and shall include all costs by other affected crafts. 3. Substitute material is submitted ten days prior to Bid opening date, in duplicate, written and with catalog sheets or forms. No items shall be substituted from that. shown without prior approval by Addendum. PART 3 - EXECUTION A. GENERAL WIRING METHODS: 1 . All wiring shall. be in conduit . 2. All work shall be executed in a workmanlike manner and shall I present ii neat appearance upon completion. B. TRENCHING AND BACKFILLING: 1 . Trenching and backfilling for electrical work shall be done by the Electrical Contractor. All conduit in trenches shall be on undisturbed ground with a minimum of 24" cover for telephone and 36" for primary power or as required by the specific utility company. 2. Contractor shall verify all finished grade elevations and then install conduits the necessary depths to provide the minimum ground cover after completion of finished grading. Backfill of all trenches shall be mechanically compacted. Buried conduits damaged after installation, by excavation equipment or otherwise, shall be replaced to the satisfaction of the Engineer. j Southwest Commerce Center Page 3 Electrical Specification 3. Bedding: Provide a minimum 4 inch deep layer of sand or clean fill below and above all buried conduits. Additional. bedding shall be provided in excessively wet or unstable trench bottom conditions to provide a firm foundation. 4. Backfill: All site backfill shall be in layers not exceeding eight inches deep and compacted to 55%0 of maximum density at optimum moisture content to preclude subsequent settlement. END OF SECTION Southwest Commerce Center �. Page 4 Electrical Specification 16050 ELE('FRICAL BASIC MATERIl.LS & METHODS PART 2 - PRODUCTS A. RACEWAYS: ( 1. Heavywall Rigid Metal Conduit Elbows: Rigid steel conduit, galvanized or sherardized steel, threaded at each connection; with coupling on one end. Wrap elbows with PVC tape. 2. Rigid PVC Conduit: Type 40 neavywall PV-Duct, high impact polyvinyl chloride, 0300 compound; rated for use with 90 C. Insulated conductors and without threads at each end. El.bow,- tr be rigid steel wrapped with electrical tape. B. WIRES AND C!.BLES: 1. Unless otherwise noted or specified all wire and cable to be copper, 600 volt rated with size, insulation, voltage and manufacturer permanently marked on covering. 2. Conductors No. 12 AWG and No. 10 AWG may be solid or stranded. 3. Conductor:3 No. 8 AWG and larger to be stranced. Color code } conductors with a separate color for each phase and neutral c conductor used consistently throughout the system. Grounding conductors to be TW ins•.�ated (green) except as noted otherwise. 4. Aluminum conductors are not approved. P5. Use only U.L. approved soap type pulling lubricant. 6. Wire :annections and Devices: Manufacturer: T & 13, Burndy, Ilsco, Anderson, 3M. ! C. LIGHT FIXTURES: 1. Ballasts: Ia. Fluorescent fixturea shall have high power factor ..ld weather ballasts capable of providing reliable lamp starting to 0 degrees F. Ib. High Intensity Discharge Lamp Ballasts: High power factor. Outdoor ballasts shall start lamps at -20 F. I Southwest Commerce Center Page 5 Electrical Specification C. Ballasts shall be of the quietest type as normally manufactured for lamp characteristic. Ballasts shall not be noticeably audible at an environmental sound level of 35dB. Ballasts deemed noisier than like ballasts of any given type shall be replaced. d. Ballasts shall be date stamped and warranted by the manufacturer for a period of two years to be free of defects in workmanship. Failures shall. be immediately replaced without charge during the first year, and with a minimum $50.00 Per ballast labor credit during :he second year. D. UTILITY PADS: 1 . Provide precast or field poured and reinforced Concrete equipment pads for transformers per PGE requirements. F,. UTILITY VAULTS: 1 . Provide precast cable pulling and telephone vaults per the requirements of PGE and General Telephone Company. PART 'i - EXECUTION A. RACEWAY INSTALLATION: 1 . PVC conduit may be used in (1) frills, concrete and, (2) in contact with earth. Contractor shall ecsure adequate nucor conduit onduitsizes shall haveirigiid steele ground oell.stats as required. PVC c all bends. 2. Raceways may be rerouted if recorded on As-Builts. 3. Conduit Underground: a. All connections shall be threaded, sealed and wrapped with tape to prevent entry of water. 100% waterproof. b. Minimum depth for exterior conduits - 24 inches telephone, 36 inches primary power or as required by the specific utility company; maximum depth as required by N.E.C. or special conditions. C. Drain service conduits awav from building equipment. B. CABLE- INSTALLATION: 1. The number oL circuit conductors in a conduit are indicated by diagonal hash marks on the circuit run. Grounding h conductors are not indicated, except o uits whic require isolated ground conductors. 2. Maintain color coding of conductors throughout project . Southwest Commerce Center page 6 Electrical Specification I M 3. Do not use conductors smaller than No. 12 AWG. 4. Install conductors in conduits having adequate code size cross sectional area for the circuit and ground wiros required. Minimum conduit size is 1/2". 5. Install conductors in conduits wi-h care to avoid damage to insulation. Do not apply a greater tension on conductors than recommended by manufacturer during installation. No mechanical means shall. be used for pulling wires No. 8 AWG and smaller , END OF SECTION Southwest Commerce Center Page 7 Electrical Specification 16460 INDOOR DRY-TYPE TRANSFORMERS PART 1 - GENERAL, A. GENERAL: 1 . Provide indoor transformers at ratings as indicated on the t Drawings up to 112.5 KVA maximum and operating at 600 VAC or below. 2, Voltage: Transformers shall operate at single phase, nominal 480 VAC primary to 120/240 VAC single phase secondary. Provide standard NEMA, ANSI taps. 3. Rating: Transformer ratings shall be continuous with an average temperature ri.-ae not to exceed 80 degrees C. in a 40 degrees C. ambient with 100% of rnred nameplate load connected to the secondary. j PART 2 - PRODUCTS A. MATERIALS: 1 . Transformer coils shall be of the continuous wire wound construction and shall be impregnated with non-hygroscopic, thermsetting varnish prior to baking. The insulation system shall be in accordance with the "220-C Insulation System for 150-C Rise Transformers" per NEMA ST20. 2. Lifting brackets are to be provided on all sizes. t 3. Ventilated openings must be designed in a manner as to prevent accidental. access to live parts, 4. All enclosures shall be degreased, cleaned, phosphat,.red, primed and finished with a grey, baked enamel. The core of the transformer shall be visibly grounded to this enclosure by means of a flexible ground strap. 5. Sound levels shall be guaranteed by manufacturer, not to exceed NEMA, industry standards. 6. Transformer Supports: Provide additional vibration isolation hangers and pads, brackets and supports as may be required for a complete installation. i Southwest Commerce Center Page 8 Electrical. Specification PART 3 - EX'-'CUTII;N A. INSTALLA-TON. 1 . Comply wish all other applicable Sections of this Specifica ion. Transformers to be wall mounted or suspended where so ndicated on the Drawings. Provide Square-D, G.E. , Westinghoise transformers or approved equal. END OF SECTION Southwest Commerce Center I Page 9 Electrical Specification 16160 k BRANCH CIRCUIT PANELS PART GENERAL A. GENERAL: Furnish and install branch circuit panels for lighting and power loads. Overcurrent devices to be circuit breakers with trip element sizes shown in the Schedules on the Drawings. PART 2 - PRODUCTS A. BRANCH CIRCUIT BREAKERS: 1 . General : Breakers to ce mo?.ded case, thermal magnetic, plug-in type. 2. Multipole Breakers: Two and three pole breakers in branch circuit panels to have common trip, single handle, same type as lighting panel breakers up to 100 amp. Handle ties not permitted. 3. Interrupting Capacity: In less than 250 VAC applications, minimum U.L. interrupting capacity at service voltage shall be 10,000 RMS symmetrical amperes. In over 250 VAC applications, minimum U.L. listed interrupting capacity at service voltage shall be 14,000 RMS symmetrical amperes. Provide higher interrupting capacity where so indicated on the Drawings. B. LOADCENTERS: 1 1. General: Branch circuit panels shall be plug-in circuit breaker type. Bus to be copper or aluminum bar with suitable electroplating (tin) for connection corrosion control; panels similar to Square D "RO" suitable fur 240 volt sysLems as shown on the Drawings. 2. Surface Panels: Surface panels shall have metal face trims with no sharp edges or corners. Surface panel tub finish shall match face trim. 3. Circuit Identity: Branch circuit breakers shall be identified with individual circuit numbers adjacent to each breaker with a typewritten card to identify the load controlled by that breaker. 4. Identification cards to be in panel doors, typewritten, filled out clearly, to identify all outlets. a. Provide main breakers in branch circuit panels energized from secondary term'nals of dry type transformers to conform to requirements of Art 240, N.E.C. Southwest Commerce Center Page 10 Electrical Specification ' r 6. Panel.board Identity: Provide melamine plastic laminate label , three layer black with white core and 1/4 high letters and permanently adhered to panelboard. 7. Manufacturers: Square D, Westinghouse, General Electric. Co. , or approved equal. PART 3 - EXECUTION A. INSTALLATION: 1. Install panelboard trim top 6' 6" above flour, unless otherwise indicated on the Drawings. Align panel plumb and level and locate as shown on the Drawings. Maintain or exceed minimum clearances required by N.E.C. 2. Provide double lugs or landing pads for feed through feeders as required. 3. Panels to have smooth painted finish applied at the factory. 4. Install copper grounding bus in all panels. 5. Cable av me rnn. jctors in panels with plastic ties. END OF SECTION Southwest Commerce Center Page 11 Electrical Specification 16170 SAFETY SWITCHES PART 1 -- GENERAL A. GENERAL: Furnish and install all safety switche where required. PART 2 - PRODUCTS A. SAFETY SWITCHES: 1. Safety switches shall be of the heavy duty, quick make, quick break type with interlocking cover mechanism and provisions for padlocking the switch handle in the "OFF" position. - Safety switches shall be of the ampere and voltage ratings shown on the Drawings, as required by the National Electric Code, and other applicable standards. 3. Safety switch. ,11 be of the fused or unfused type and provided with lumber of disconnecting poles indicated r�n the drawings. Except as specifically noted other,,ise, all neutrals shall be of the solid type. 4. Ssfety switches used in conjunction with motors shall be horsepower rated for the intended load. 5. Except as otherwise indicated, enclosures shall be NEMA 1 or NEMA 3R as required and shall be phosphate coated or equivalent code gage galvanized sheet finished with gray baked enamel. finish. 6. Cable lugs of the proper type and size shall be provided on the line and load side of the safety switches. PART 3 - EXECUTION A. INSTALLATION: Provide manufacturer 's nameplates for front icovering indicating the following information: i 1 . Switch type. 2. Cataleg number. 3. H.P. rating. 4. Voltage rating. 5. Current rating. Provide disconnect switches at all locations shown on Drawings and/or as required by NEC. j Provide nameplate indicating lead supplied. 1 END OF SECTION Southwest Commerce Center Page 12 Electrical Specification 16181 FUSES PART 1 - GENERAL A. GENERAL: Furnish and install all fuses where required. PART 2 - PRODUCTS A. FUSES: 1. Fuses shall be of the cartridge type, size as noted on the Drawings. Fuses shall be current limiting with time delay, Russman type ERS, FRN or equal. 2. Fuse sizes shown on the drawings are based on the best information available at the time of the design. Confirm all equipment and motor loads at the time of installation and provide code sized fuses as necessary. PART 3 -- EXECUTION A. INSTALLATION: 1. Furnish and install a complete set of fuses for all equipment provided. END OF SECTION ,qouthwesl Commerce Center Page 13 Electrical Specification 16450 GROUNDING PART 1 - GENERAL A. GENERAL: Furnish and install a complete grounding system. PART 2 - PRODUCTS A. GROUND RODS: 1 . Ground rods shall be copper coated steel, 5/j" diameter by 8 feet in length. PART 3 - EXECUTION A. INSTALLATION: 1. Furnish and install all grounding equipment , cable, bonding, and ot'.ier materials required. 2. All. exposed non-current-carrying metallic parts of electrical equipment, metallic raceway system, metallic cable armor , grounding conductor in nonmetallic raceways and 1 neutral conductor of the wiring system shall be grounded in accordance with the National Electrical Code and local code enforcing .jurisdictions. END OF SECTION 1 1 i Southwest Commerce Center Page 14 Electrical Specification I I I i I I I I 19 WA NFU"MR GEOTECHNICAL RESOURCES, INC. CONSUITING FNGINFERS ANO UEOLU(:iSTS - August 30, 1988 J\SUPPLMNT.998 Spieker Partners 5285 SW Meadows Road, Suite 131 Lake Oswego, OR 97034 Attention: John B. Souther, Jr. Partner SUBJECT: REPORT OFSUPPLEMENTAL GEOTECIINICAL INVESTIGATION, SOUTHWEST COMMERCE, CENTER, TIGARD, OREGON At your request Geotechnical Resources, Inc. (GRI) has completed a supplemental geotechnical investigation at the site of the proposed Southwest Commerce Center, in Tigard, Oregon. The Vicinity Map, Figu.e I, shows the general location of the project. The supplemental investigation was to augment the work previously completed by GRI (refer to GRI reports dated November 2, 1984, and April 7, 1986, to Cushman '& Wakefield and Robert Leeb Architects & Planners, respectively). The purpose of the recent work was to verit y that the original des;gn recommendations are valid for your proposed development. Of primary concern was the performance of the new fill along the south and west sides of the site. PROJECT DESCRIPTION Based on our conversations with you and personnel from Mackenzie Engineering, Inc., we understand that the proposed development will consist f two office-warehouse buildings with a central parking area, The buildings will be single story with about 22-ft-high walls and will have duck-high loading facilities. We understand that the interior and exterior column loads will be 48 and 58 kips, respectively. Lightly loaded wall loads will be used locally on the perimeter of the building. The maximum floor live loads are presently unknown; however, it is anticipated that they will be less than 200 psf. Based on your proposed site plan, we understand that the proposed finish floor elevation of building "A" slopes from 171.5 ft on the north to 169.68 ft on the south. The floor elevation in building "B" slopes from 170.00 ft at the center of the Luilding to 168.83 ft at the ends. The surrounding parking areas will generally be vithin a few ft of these elevations, with the ( exception of the depressed loading dock areas of both buildings that will be about 4 ft below "This report was not prepared by or for Mackenzie/Saito & Associates (MSA) . It is solely the product of Geotechnical Resources, Inc. MSA makes no warranty of the accuracy or completeness of the report. It is provided for information only. It is NOT a part of the Contract Documents.' 7412 S W Beaverton-Hillsdale Hwy . Suite 102 . Portland, Oregon 97225 0 (503) 292.2621 the finish floor elevation. A significant amount of cutting and filling will be required to site these structures. Cuts of 10 to 15 ft will be common on the northeastern corner of building "A"; fills of comparable height will be common on the south and west property lines. SUBSURFACE CONDITIONS The subsurface conditions were investigated on July 27, 1988, with four test pits, designated 7'P-113 through TP-4B. The test pits were excavated witl. a small rubber-tired backhoe. The locations of the test pits are shown on the Site Plan, Figure 2. Test pits TP-113 through TP-313 were located in areas to receive significant amounts of fill. Test pit TP-4B was located in an area that will require a deep cut. Logs of the test pits are shown or. Figure 3. In general, the test pits disclosed the following types of soil, which are substantially similar to the materials disclosed by the previous investig;tions at the site: 1. FILL: Brown, sandy SLLT 2. Light-brown to brown, sandy SILT 1. FILL: brown, sant'; SALT. The fill materials disclosed in test pits TP-113 and TP-413 are commonly medium stiff' to stiff, brown sandy siN. The fill is typically underlain by an organic-rich layer of soil that was not removed prior to filling. The natural moisture content of the fill soils range from about 19 to 34%. Previously and recently completed consolidation tests indicate that the silt fills are of low to moderme compressibility, see Figure 4. 2. Light-brown to brown, sandy SILT. Light-brown, sandy silt with Some clay was encountered at the ground surface in test pits TP-213 and TP-3B and beneath the fill in the remaining two test pits. 'rhe soils are generally medium stiff to st:ff with Torvanes in the range of 0.25 to O.55 tsf. The natural moisture content of the silt is generally in the range of 30 to 35%. Consolidation test data indicate that the natural soils are moderately to highly preconsolidated and that the compressib;'ity in the preconsolidated range is low, see Figure 5. Groundwnter Groundwater seepage was observed in the test pit excavations at a depth of about 10.5 ft in TP-IB and 6 ft in TP-313. On August 29, 1988, groundwater was measured at a depth of 6 ft and 4.5 ft in observation standpipes installed in test r);t s TP-113 and TP-313, respectively. CONCLUSIONS AND RECOMMENDATIONS General The conclusions and recommendations presented in our previous reports remain valid. However, due to changes in proposed site development, several additional recommendations are required. -2- 41 i Foundation Design Footings founded on 2H:1 V slopes should have a minimum depth of cover of 2 ft above the tap of the footing. An allowable soil bearing pressure of 1,500 psf may be used to size footings. Lateral Earth Pressures Active earth pressures should be computed in accordance with the recommendations presented in our report dated April 7, 1986. Passive earth pressures with a level backfill should be computed using an equivalent fluid pressure of: Ph a 250H, psf where "H" is the vertical distance, in feet, measured from the bottom of the fooling to the ground surface. Passive earth pressures on 2I-J:IV slopes Should be eempHeiee using an equivalent fluid pressure of: i Ph - 85 (if-I), psf where "H" is the vertical distance in feet, measured from the bottom of the footing to the ground surface. The above design passive earth pressures would be effective only if the backfill for the footings or walls consists of sand and/or sand and gravel with a maximum size of 11/2 in. and with ,,w nore than 5% passing the No. 200 sieve (washed analysis). In our opinion, the granular backfill should be placed in 12-in.-thick lifts (loose) and compacted to at least 95% of the maximum dry density as det-rmined by ASTM D 698. Compaction in the footing trenches can be accomplished using hand-operated vibratory plate compactors or tamping units. 'n our inion, flooding or jetting the backfilled trenches with water to achieve the recommended compaction should not be permitted. We recommend that a friction factor equal to 0.35 be used for foundations founded on the undisturbed natural silt soils or silt fill compacted in accordance with our recommendations. Special Construction Considerations 1 Overexcavatioo of Unsuitable Material. We recommend that a qualified geotechnical engineer or engineering geologist be retained to establish the limits of required overexcavation along the south anti -est edges of the existing fills. Particular attention must be paid to the amount of organic material present at the contact of the fill with the original ground. Fill Plac.ment. The on-site silt soils are generally 5 to 15% wet of the optimum moiswre content. If this type of soil is in excess of 10% wet of the optimum moisture convent, drying for use as compacted structural fill is generally uneconomical, unless site and climatic conditions are ideal. In western Oregon. this "ideal" time is commonly limited to the period extending from June 15 to September 15 in ary given year. In our opinion, careful consideration should be given to the potential liabilities as,ociated with initiating construction late in the construction season. Settlement Monitoring. We recommend that the time-rate of consolidation of the fills constructed on the south and west ends of the site be monitored with a network of six settle- ment plates installed at locations determined by GRI. These plates should be installed under GRI's direction and monitored twice weekly by a qualified land surveyor. These data will permit a Timely, rational method for evaluating the rate of fill settlement and may permit an acceleration of the construction schedule if the documented fill settlement is more rapid than the 30 days I redicted. Footing Preparation. We recommend that the exposed subgrade of each footing excavation be compacted to a minimum of 95% of the maximum dry density as determined by ASTM D 698. Compaction should be accomplished using a Wacker-type compaction hammer. Prior to placing the concrete, the exposed subgrade should be e:served and tested by a qualified geotechnical engineer or engineering geologist. If soft wet soils are exposed in the footing excavations it may be necessary to overexcavate these soils and replace them with compacted branular fill. This overexcavatton will typically be limited to 2 ft below the base of the footing. Pavement Design It is recommended that the upper 9 in. of subgrade wit all areas to be paved be compacted to a minimum of 95% of the maximum dry density as cmcermined by ASTM D 698. Prior to placing base course materials, all paved areas Should be proof rolled with a fully loaded, 12 yd dump truck. Any soft and/or wet areas that are detected 1:y the proof rolling should be overexcavated ,.nd backfilled with compacted structural fill. ',Ve understand that the paved areas surrounding the office; ►rehouse buildings will be sub;ected to automobile access and parking, and heavy truck access and unloading. The number A loat,:in;s per day is not available at this time. Based on the above information and the results of our investigation, we recommend that the following pavement structure thickness be used. r -4- Minimum Minimum Asphaltic-Concrete Base Course Pavement Use "thickness, ins_ Thickness In Automobile Access and 3 8 Parking Heavy Truck Access and 4 12 Unloading If other proportions are desired, a substitution ratio of 1 in. of asphalt concrete. for 2 ir,, of granular Case course is recommended. The recommended pavement structure assumes that quality materials are used and nurmally accepted construction practices are adopted. To provide quality materials and construction practices, we, recommend that the work conform to the following "Standard Specifications for Highway Construction" used by the Oregon Department of Transportztion. Part 300- -Bases, Secticn 304 Aggregate Subbase and Base Part 400--Bituminous and Portland Cement Concrete Pavements, Section 403 Asphalt Concrete Pavement The pavement sections presented above assume that construction will occur during the drier periods of the year. If' wintertime construction is anticipated, alternative pavement sections may be required. Design Review and Construction Inspection. We welcome the opportunity to review and discuss construction plans and specifications as they are being developed. Additionally, we are of the of,nion that to observe compliance with the design concepts, specifications, and recommendations, all construction operations dealing with earthwork and foundations should be observed by a qualified geotechnical engineer or engineering geologist. This is particularly important at this site to evaluate footing subgrade and to identify the limits of overexcavation required to remove the existing unsuitable fill materials. We would be pleased to provide these services to you. LIMITA"TIONS This report has been prepared as a supplement to our report dated April 7, 1986. These reportF must be used in conjunction with one another, The purpose of this report is to aid in the evaluation of this property and to assist the architect and/or engineer in the design of this project. The scope is limited to the specific project and location described herein, and our description of the project represents our understanding of the significant aspects of the project -5- 4 relevant to the design and construction of the earthwork, foundations, etc. In the event that any changes in the design and location of the buildings as outlined in this report are planned, we should be given the opportunity to review the changes and to modify or reaffirm the conclusions and recommendations of -this report in writing. The analysis and recommendations submitted in this report are cased upon the data obtained from the test pits made at the locations indicated on the Site Plari and from other sources of information discussed in this report. In the performance of subsurface investigations, specific information is obtained at specific locations at specific tines. However, it is acknowledged that variations in soil conditions may exist between test pit locations. This report does not reflect any variations which may occur between these explorations. The nature and extent of variations may not become evident until construction. if, during construction, subsurface conditions different from those encountered in the exploratory holes are observed or e►countered or appear to be present beneath or beyond excavations, we should be advised at once so that we can observe and review these conditions and reconsider our recommendations where necessary. Respectfully submitted for, GEOTECHNICAL RESOURCES, iNC. PkOF �GJ�F.�•r�I e Rs`rny \82 J, OR GON ^a Y Ppb• e^0 ��i � ci/ David D. Driscoll, P.E. Principal -6- All _ •y,�l,:ll�•;. :3U / .� i .�i'!`� i; S rt .•, •T ' 54 JL:u; II ;I; :I .i �, I(,:.. •, ,Ic 1 ,I�, ••i, �.A' ,y�:, :���i ,\`� .,�1� r, ..• - ��, •II'• 'r••I�,e, �t_.•i1:�'I. •��.,Ult� rim. , �( :..r ! +_ •! .1��;'xM' r 3� �'i%r W1 �• nI ••I: ,�` V,d•\•.' 2. Ir. ��' •���' j!, ,i•, tl•i:,�.../ 4 ,i 117 iI:I';�=•, .• ,•9r `T w,,•t/'J J'ti•• 1,\�L+_1 .)i �����i' •+�'I•\ii .!Y�,� r / (21,u�.11Y t` -� • 7,JT•�1•• • \ • iT, +'�• � ./Sil Ai.�`;'nye (., ,�ti 'Q ! �,. �. J •• .•� •::!:� •�I ' \` �I,i .or " k�r:z ., y.A�.. : P� ��il,♦ t I II, « . �r �•-.• i ,a'� / r:fit:. >t. - ♦ ,.•'•r�,�_,�� `� a :5 ••1 fir✓ I. .b Tllfr ' ,•�,F• 1.r• •� �� ,Y�"' r{� ,y :hw�,tpi 21 39 li IL Al Is .1p �1' -:!:�••` +! 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CONSULTING ENGINEERS AND GEOLOGISTS SPIEKER PARTNERS ' SOUTHWEST COMMERCE CENTER VICINITY MAP DATE AUG. 1988 JOB NO. 398 FIG. 1 Z 4 IR i 41Q Jo - �( II 19 i o ° s� �o ,1, W e 0 w ! - n til I v.�rj rl u Vy�i�YS J Q L A " •�.� E O� �` O t J 111 CO Jo^Y E ovs I cnE o B uj d ml7 F O c C1_ n nO.O ••i !10 Y Y Y O r w L O ryp - o�Eir:�r r�6ole=: o u� '"ereJa�ymc Y Y Evv�nvirE.° op ]Y O C a]U m 7 E.^..v A.c EE �m t3 11 r _ � F-• i _ r m J K = J J iO w F: CC, Y x r v „c 7 _ oma < E C C D Y C V a C I 0 Y 1 r r I O N cx _ L vnnuy$n,ar v mJ�a - ° O V 7 1�• O V a :.O Cr�Y I �Q O • A m — _ E c u s ,� rn ►I Ing ca0a� I �wJa a ] • F c$V TAT-i'rT- �o w O t �--'� ❑ ! ❑ ! u ov J,a�=�a aOE,i {av mCryulO � V m I Q ]Yy ryN� or M o fJOJ�F� E c ;3���C ods _ 1L�✓1 Y'A E � •... I ! .., a Ate. S ' { I c > 1 I I i i 717,i l , l .L-T- t-.-_-r_ dw cry w S G u) — --- � - ii I - , - c� f ; J U. 0 ` f -t cr) ft i l N S , I l � cl }- t C3 3 I � VS LAJ Z =' CL. E I _ W J ' J tJ� W 10, tJ I I of O NIVNIS 1N3313d L.1 i.,r u u u L-1 I I now LE MINNOW owls SIMON WAS am _ Wi� I� URI���i�l� - v � i i i i i i�� i � Details i II 1 Co'� MIN G� /�'— �xT�zU� Go►�G. CURB mmAlwald FINISH GRA,'>R 141,111il I EM��� fI _ CPOC.AS T}-I1�KN:--4"7" A`>P1-IALT FAVINC; Lj I V Q. I E�x-rR-u©F.Q GuP5 S D Nrs i RFVICICINC — ------------ Southwest_Commerce G enter By Tigard. Oregon _ _ .- DATE �SQQ&�A JOB P40 -. !88�409.- ' MACKENZIE/SAITO&ASSOCIATES,P.C.,OREGON SMT. OF X690 Sw F�B�wC;RCSTREET PORTUWO, OREGON 97201 ( )221•%70 C) M�KA�ro n�Eu�ATn'r.a WWA WXMKI . YOot.C.p �tX.t -•-� y.1/Gor�TRot� Jc�t►J-� ��R.�r-1 �''iNI�H TO E.D F DG�F�, • 2'�o caa.� �w rt 110 or 1�42'm,14u'b Nom. �.xf'.a.�J� 1 ' E Z SIDE,I,JAI�.� C� GUK� 1 t ar`vs'c)nNc Southwest Commerce Center � BY Tigard, Oregon _. DATE_� . �. JOB NO. . 288.40.9_ . MACKENZIEISAITO&ASSOCIATES, P.C.,OREGON OaAO SW BANCAOfT STREET POR1L/w0. OREGON 97201 (547)224-9570SHT. Of Mi ALL�I Uff UtIEATU /.C. 'I•LaPLED - ,Z�GROSS 'SLOPR. TOOLED Ec4a .lE.Ca4E. P " =llI1= GN OTFtOL- JOIW4> Com✓! !Bili , ; 1� IiI►►mill I =111 - �. S'-O' '-o" TOOLED tZhQV- 5M OM FINI:sH I CONTROL JOINTS PLAN --TaOLE.D LDL ��cPat�l�Io�J �o)rJ7- �' U 3 "fYPIGAI.. IDE.I..IAIrK Q �j �j NTs ! :L 4 1 -- +�0 REVISi,JNg Southwest Commerce Center By -Tigard, Oregon --__— —_ DATE-�='��= -_ JOB No. MACKENZIE/SAITO&ASSOCIATES, P.C., OREGON 0890 SW BAtCROFT STREET pORTUwO, OREGON 97201 (SOC!)224.9670 SHT. OF O MACKINMV3AIT0 A A OATIl,►.C. IMI,ALL 1110NTS IIIfI11YI0 Z 1- 4 2'- 4"t Z!' C.1. c.PAT E �CAULK PIPE INTO HUB N071 ' MIN. V-0" COVER dF ALL PIPE IN DRIVE AREAS. 0.1. PIP'E UNTIL MIN. =OVER IS ACHIEVED. ' 0 v o% °O00o ° 00 O ° Z � a p n- DOC N Z_ � I -- %" FE 5-TL. ALL WELDED CONST. ALSPHALT EMULSION COATED t INSIDE AND OLIT. Z'-O' t Z'-O" NOTE: USE LYNCH TYPE CATCH DASI N OR EQUAL. . C> W CL CL S p i.rTs _Southwest Commerce Center _ BY Tigard, Ore aon --- _ E 288409. MACKENZIEISAITO&ASSOCIATES, P C.,OREGON Ll I 0690 Sw BANCROP STREET PORTL NO. OREGON 97201 (5M)221.9570 SMT. OF o IA1"aEIiAITO{AiIMATE%I.G. t, p ALL 11gMTE MIRVE0 PUJ rl E31 G Q 107 P'1P� - 5L.0 4 " To I N L IL-r :G+/. 9�4� r'11>�U5 TeEHC'J4 a IJTI I�ITY TR EN GH Q�' Q �� DCS/ICl/1AiC Southwest Commerce Center BY Tigard, Oregon _ OATE 2v"Sa JOB NO.. 288402- ' MACKENZIEISAITO&ASSOCIATES. P C.,OREGON 9MT. OF 0690 SW EvwCROFT STREET D iTWNO. OREGON 27201 15431 224•4570 O M ALL 11gN i�IKIA��i�O SIM&RG. 1 rl � d � J 0 � cvIJG. L,44-LL ` TEr-T10N PIPE S'- o'' NIC" LA, jp - GAPIfJ:� -� PJJP-5 L. e-cb CAST. '�TF } c 5, w 1,J N �o�J-T"����J 1 J D ^FviSIONS --- _ Southwest Commerce Center _ BY Tigard, Oregon—__ _ GATE q- 28•� .108 NO. 288409' I MACKENZIEISAITO&ASSOCIATES,P.C.,OREGON SMT. OF_ rA0 SW 8ANCROFT STREET PORTLANO, OREGON 97201 (603)224.9670 ,, ALlZ11gMT;�[><!A M CATES•F.C. I 3 �or..�TQoc.- JaI�T f►T' s� e,, "^P. Cum TO T_ _ � .r. M- (G Gi N L= E.C7 C.rr E. _• __ W CL f*..L. PAS I E-.� � C E.r. 1 < c-Q uS H E.O Q oc �,.�•�- . HA I GAIo �•t'''1 ro �O ''f4' x ��.-o►' Southwest Commerce Center _ 1 Tigard,—Oregon- aT� - ---- JOB NO 288409. MACKENZIE/SAITO&ASSOCIATES, P.0 ,OREGON SMT. OF 0690 5 W 6NvCR0Ff STQEET 1'0F1?LANO OREGON 91201 (50.7)221.9610 C M.S..NIL RA A 1155 C ATEI.RC. i • e • 1 w� s �+►�.CIRC�L 4op � 1 GONG, tj,e„ L' emo>c, Cc a 0 REVISIONS Southwest Commerce Center By Te and,_—.---�.Ore on � ___—� OATS��S� 6 MACKENZIEJSAITO&ASSOCIATES,P.C.,OREGON JOB NO. 288409 SMT. OF 0500 SW BArvCAOFT STREET 1T1.W0. OREGON 97201 (503)224.9670 o MACKENZIEISAITO•ASSMATIlt I.C. aJ 19ft ALL 11K7NTS RISS VII Har-1 L. d voIcT• - W4roL p - AGI HTS M � L i i b.�cKrIL4, 5�c fz aeq4&v O w Q 1114 4 U REVISIONS Southwest Commerce Center Tigard�Or Wn DATE 28 1 MACKENZIEISAITO a ASSOCIATES,P.C.,OREGON im No. 288409 1 0890 SW 9MrCROFT STREET PORTLAND. OKGON 97201 (503)224.3670 SHT. per-- P-2) (iDIA- 5;D. .7 EE Pr= Flu. W lc'Prjr— F-ausiv �- ToP To '-r-N tD WWI ER. I Pav;►.;� oR �.l►.J'��?Sl.�lrllJb I ' I o DtA. 9tvoTi rJC-y I I I t I I c� 0 a. a Cl AEVISION:R � ��— Southwest Commerce Center Y By Tigard._F re on DATE_ jod Na. 288409 MACKENZIEISAITO 6 ASSOCIATES, P.C.•OREGON s►tr. Of ONO SW9"CF+OfT STREET PORTLAMO.OREGON 9r20t (500) a4-96T0 YACKlN22LSAITO t ASSOCidrm PC. 1N,ALL RIGHTS AtURYWD eO 1�8,� �, � Ivy C�R��� � ►�R�t' oIJ� SND �� PL�✓TIG co,/t;�2 ori� !✓� D. 3" I Ip (. G o rte-! `=7 2 u GT I c> h-j er 1,11-Ji rl 11 �n i �jii 10 w O X n. i Q _ I G r� t,..! �T 2 u �T � o f•! J o I r...� � o REVISIONS Southwest Commerce Center By _ Tigerd Oregon _ _ DATE -1-ZB �$ JOB NO. 28840a' _ MACKENZIEISAITO&ASSOCIATES. P.C.,OREGON s►+T. of O0690 SW BANCROFT STREET PORTLAND. OREGON 97201 (507)22+.9670 O r ALL IMONT��RE![A 11S YEDAT[!1.'C. i 1 i i oR- Z IP SfiRafi� "T YP co co' j.11.4 • W1.4- WW M 2 G o �-J T 2 W i 0 � a a - f rl RFVIFI(�NS Southwest Commerce Center _ _ By � �•(•��` Tigard, Ore og n__ DATE. 28 0 JOB NO ._ --- I MACKENZIEISAITO&ASSOCIATES, P.C.,OREGON SHT. _p Of_ ; 0690 Sw B� M1 CAOFT STREET PQgT� D. OPEC^." 9720 (50 )224•9670 O to l"240 P.C. II AtllpA 1 A 1 DIMENSIONS d -— S V2- M&AEL + 1/20 (2) IS a4"q/c, C 3/4" ir 7— — PLATE I/2"x6"x3" CONNECTION A A B ( 2) /5 e 4 /c- �--- L3x3x3/6x6" CONNECTION B w Vi'c+ PUHCH:D HOLE E R . E_Q_ E EC•1 E Q . AC PLATE 1/4"x6"x4" IE . I Q BEND LINES 0 � CONNECTION C O 2 U. a < 3 WELD CONNECTIONS NOTES AND INSTRUCTIONSNO StAIE: ❑ REVISION! _ --- Southwest Commerce Center By_._____�.__ _ Tigard, Oregon.-- - ------ DATES22 _ Jos NO._ 288409- 'MACKENZIEISAITO&ASSOCIATES,P'l- .OREGON SNT._ OF 0690 SW BAN AOr STREET POR7,/VC,OREGON 97201 (■M)224.0670 O MACKlNZIlAARO l AU=IATEI•RC, 14•ALL MIGHT$"l3lIWID HOTE5 At t> WELPIhk, STESL ftZJNAL �4rA -, MIlDC., STr=EL F4,1594C"ATo}�„ To vexry P>✓p[.E.N TaUOF CA zpr� 4, MM,14*.�4Es� MOM To FAl5F4CA 10 SuE!v=- EaUENT TO VMFICAT, 10H. w b fz_8 4F-27 .i tG IN AST T M J I . rE iA,L '47'�T 147H TO E.1_ELT F�c7E. EkT + I hT��ASS TE,r'I F? B dic ' _ ( 2 ) PLATE 1/2" x 3" x 10" o CONNECTILt-D W Q a a WELD CONNECTIONS C NO SCALE O REVISIONS Southwest Commerce_ Center ward Oegon VTE��S -85 �_._r � 288408. JOB NO .. M[,'CKENZI&SAITO&ASSOCIATES.P C..OREGON ONO Sw BANC540r STREET PORTLAND OREGON 97201 (SM)224.9670 SMT OF "rR L'14a s°���+9s .e. A 42' off` LS^3x3/tx 1(_0�( CONNECTION E i A 1 T I DIMENSIONS - V2- PHE.L.. + f 2� 4 (�) 1115 -a 4" C 3/48 PLATE 1/2'x 4'( x I'-o" CONNECTION F- a ( 2 ) 05 a �t PLATE 1120 x 3' x l'Z' S&NNECTI ON G --- 4 l,,J ��� Go N�� �c-T►oN� CJ REVISIONS Southwest Commerce Center .y__ Tigard. r�qp_n _ D►TIF X440 288409_^ MACKEN21E/SAITO& +tSSOCIATES. P C .CAEGON owMo Sw SMOMP MET "rL.MQ OREGON 9720+ (60x7)224.9670 OF � w►attftatrs..no J AsaacIA7ts,n c. "M ALL FUG"Tt PILUMV90 11w P, 1/4 50 - -.MCS • • • • • I • • • • • e 4N,*-r-11 Lit Fo,e.M 6kK E. TYrICIAL a v o G Przo.�1 o E Gco w NST I cpti1 AT ke FvI HTe,-.- HOTet sM 'F^?4EL ELEVATlo�ly FPR- lcclrJrOlezzMEHT REVISIONS Southwest Commerce Center _ BY_�_ ' Tigard, Oregon OATS --i- 288409.-' JOB NO MACKENZIE/SAITO& ASSOCIATES, P.C.,OREGON 0590 SW BANCROFT STREET PORTLAND. ORCGON 97201 (500)224.9570 SHT. OF C+JAMFER. TYFIc-O t bp-�1 MOP GOt.IN. �p� p�FJ 0 1��.OW LWcAfig 09- Tof FLAT, a � �P.N�� / pP�r•»L GON�1. _. ❑ REVISIONS _ Southwest Commerce Center _-_ BY- -- -_ DATE •?J J`3 Tigard, Ore on___ � 288409.JOB NO. --- MACKENZIE/SAITO&ASSOCIATES,P.C..OREGON SHT OF 0690 S W BV4CROFr STREET W.)p LANO. OREGON 97201 (503)221.9670 O MACKENZIE/S.�RO l ASSOCIATES F.G. M /�,ALL R10MT'S RESERVED ir r r � I t�TE�Z10� 1/4' U4A NFE 7- . TYPI,:AL. C.A.ULKr4G 1 IST IoFz EXTEIZ4012- r �o7-E: P�aVIpE C+Ot�h�E1:�'b� O.C. MA,(" 4EE FoR T' ' CONN. w�.A1�oNs s , o Lu PAHEL TO FAHEL, ❑ REVISIONS Southwest Commerce_ Center rTi�and, 9Ore on � -- DATE f - � ,--�-- — . .288409 ' ' MACK.ENI.IE/SAITO a ASSOCIATES. P.C..OREGON JOB NO. 0890 Sw &V4CROf7 STREET PORTLAND. OREGON 97201 (SM)224.9570 SHT. OF O tA1lWAL R�WMTI PI MV010 =!.►C. aeI � VAKJES e7TU0@ 12'' D.(" 0 0 GoH L- 1 IQ w O Q a. a. � a �3 T6,A.L C::)vC. ie- r-10FZ � — �C- 7 Southwest Commerce Center ' Ti and Greet on __ DATE ' _ _---.. ----.- 28840;9. JOB NO._ — MACKENZIE'SAITO 6 ASSOCIATES, P.C., OREGON SMT. _ OF-- 05W f_._0690 Sw By CpOFT STREET POp%ANO. OREGON 97201 (5W)214.9570 CKaNZI MA [15AIT0 AiiOC1I.7t[8,f.C. m Ain IIIaNT311lf[11VE0 Ir�TE.c.k'�K EXT E�IOIz L X30',"-o r'1 o F K� f• T`t'f' o � i > cr- I a. 0 REVISIONS _ Southwest Commerce Center — BY_ ta Zg Tigarc�..i)re oy n ----- OATE . 288409 r- JOB NO _ r MACKENZIE/SAITO d ASSOCIATES,P.C.,OREGON SF17. _ 0fo SW BANCROFT S. ni/ 'QjET PGaND. OREGON 97201 (SM)224.9670 OF Mi.0 �[Asso�Arts.r.cist 'l+' CAA HFEX. ! I r14 O'�GKL�}� Rip ,-o— GOWW. "E� tXT. I►.tf L Z ��,�1�4,,. x pI- �u �Or.AJ F ul 1`I CtT>C + 1r Rd`f IDS �,ONJi�G71 CSN 4-a" QC, O REVISIONS Southwest Commerce Center _ SY Tigard, Aregon _ a� !3 'Z& -&_- ' ' • MACKENZIEISAITO&ASSOCIATES,P C.,OAECON ,,oe No. 288` 09 000G SW OACPOFT RF+EET PpatLlwO,OREGON 97201 (503)274-967G or � +".+�LL�°psi m►�a`..a ld"�RIES. -SFS TIN YN LA FVR SIZE F<�:c-n N G r"F—Y G RD V ju�I N I � r � I Q Pea- TO REVISIONS Southwest Commerce Center Tigard, Oregon aTE JOB NO. 288409. MACKENZIE/SAITO&ASSOCIATES, P.C..OREGON 0890 SW BANC•ROrr STREET "TLAN0. OREGON 9,201 (Sal;714•o510 SMT. OF MACKENZI ALL IIItO T a ASSOC�MIL P.C. P^NcI-=d t'-�'' N 0133 � � I f ld. FSR 0 L.L. to $L-va-& posh . # 6 V'T(p 10.c,. �.��-� OF�►i I Ngo f � o.c. i Neu 4' 1 hGIl - oL 0 SWI.+O 6#%�PJ T (IIIA�) __ ��) �y tofJG• Ccohlr.� �_� � � �%'' K�7• pEf''11.1 � o _ Cc Mow r IN4 C-0Tr* ❑ REVISIONS Southwest Commerce Center Tigard, Oregon DATE q' $ —� -- ,,oe"o. 288448 MACKENZIE/SA1TO a ASSOCIATES, P.C., OREGON SH?. OF 06% SW BANCROFT STREET PORTLAND, OREGON 97201 (Sal)224.9670 ® EAAITG&,A MOGAfd.P.C. I 6,006. WAP-LL FA-t4W, c,0W?J. "Ib," Ga 4, c* PW F,-L. � AT 0'' FROM a* -N rcND YA Lorl�,. S LAF3 A-'Axo Rao V, G" I e l.JALL.0 PANNI, o w > O VL 1 a --- I fi�� a L To N F:L f�1 1101 ❑ REVISIONS Key Pacific dor oration Pr'l Operations Center DA JmNo MACKEN-%i-3AITO&ASSOCIATES,P.C..OREGON 94T of 0N0 SW glNCi10PT STREET PORTIJVO. OREGON 97201 (503)2249670 �YACItENlIfJUM!A6SOCtAT!!,PC .... I ?"Eu To ==TItjca WNW . - I�►o►u. }�.NCsV I /8�'�i �-0►1 INT�(?I�R w*LL rll�eA- w I oil a Q ❑ REVISIONS _Southwest Commerce Center __—___ _Tigard. Qregg .._ ____.. DATE.f � joe mo. 288409 ._ MACKEN21%JSAITO d.ASSOCIATES, P.C.. OREGON sw --of—, 06W S W SAW P40FT STREET PORTLAND. OREG)N 97201 150.71 224-9670 .fK ALL iMOMTt IIbillVle MApIlMDMAfTO i TV,P C. � A �IMF�CN ST�:�23Co _ _ /�' (�,L, �rr�'1-SEE �R,�*t'11P►C� I / f%A4 �FGa SIZEt7*,i7 * TG P 41f G L-U L. 41 A.5 `, I ' '-� ,fit-c�►'�;�iD�T'E H I N •._ Gil f`:��'f'G}�L IQO -Eta o�.j vRA�•.JirJv..5 G.L i i H N,T,�, Southwest Commerce Center_ ,y_� Tigard. Oregon M DATE mMACKENZI MAITO&ASSOCIATES.P.C.,OREGON roe 289409 _ OW Sw 9M CROFT STAEr r`OPM-AP0. 0MG04 9?M' (SMI 224-ISM WT. Cf 0 I,1kAIL 1 q?No ►C. �A I FP-- - �o eLEVATiOW THrtiJ ST N Scl; µOT�-- e:elcplj Lu O Q I a a � LP rURLl 0 REVISIONS —_ Southwest Commerce Center r - _--�--�� -__---- BY Tigard. Oregon IMACKENZIE/SAITO&ASSOCIATES. P.C..OREGON .'oe No. 2819_ - 0590 SW BANCROFT STREET PORTLAND. OREGON 97ZO1 (500)224.9670 SHT. _OF C MACKl"ZQ ARO{AliOC1AT!!,oC. 1M�,ALL IUGHT!RlsIRYIO I I I l Tp � 22Js STRAP g'-oli ►` NL V, To TOP �c. TO c T. CLEAT W �r T• l�P PL.ATE.. GoU�-� • � �S�C F�fZAf11t`1i� Fl-AN FDR SIZE hAVC�E� GcNL• P= 0 w y ' O Q a CL RP 13 REVISIONS _Southwest Commerce Center _ - ----- _T ggrdt- Oregon MACKENZIE/$AITO a mDArE�-� ASSOCIATES. P.C.,OREGON roe No. ._-_ . L1690 SW BMrCROFT STREET Pap%A-4�J, OREGON 97201 (500)224-9570 4MT�=JF C MACR[N21 -MlT0 a9 n'TI,►,C, 1M1,All 140MTi�K![IIY�rt I ��. mlR�i�4 No� �o;,J►J �LiJ-1_,AM KM. SLDf SEAT Q`--1 ' FII im_A�t4G 0 5M. SEAT FULL, C FL�"'ctZ PLAN I O I a: a rL Q - ��4� Southwest Commerce Center _ _ By_ Tigard, Oregon _ _ DATE "az'-� , J08 NO. 288409. MACKENZIE/SAITO&ASSOCIATES.P.C..OREGON SMT.. OF 0890 Sw AAroC1aOFi SHEET �FITL/1N0. OREGON 97201 (SOS)d24•QS1�1 O ,MM�i��u11q�11 t AA1SIMATI&PC. �1.�l�Ol�1 S Q� ad II aI,OE KAL 41' - FLASH Ih4G -Z4 GA, gIMIL.� DE-74-IL3� ' c;�7 (2-)�z"i$x4"HP.L-;,oN IV4 br . -.. 4- bOT 66 '3/16TT-- W/(t)1X9 bw6L� If Tor, �. �T� Na. Q ------------ �3 NSI� f i rJ L17 - --?�a a. a. I R PA NAL ❑ REVISIONS Southwest Commerce Center Tigard, Orz'-gon 8Y Q --------_ DATE -f r I MACKE►JZIE/SAI10 d ASSOCIATES, P.C.,OREGON roe Na._2$84 — f L 0890 SW STREET PCRTLAND, OREGC)N 9720, (5W)224.9570 SMT. OF L *WA"L"ZM'T3O E A,�jATa P.C. 1w,ALL�qMT�11ESERYEO I 1 I 5EE DET,-,IL 3/KF- 1 "5iMP." ST I- B 41-011 O,c. Sul5I'L'9lLIt4 To T/F£ OV ElZ PL-e.W OO D (vi a s 11N 1/1_ TOr PLATE) f TILT—Ur r7,,HEL, f 'SI MP.' F24t4 F.A. Eta D O� SUt�PV�1...IN 0 w SU r UKLIH COI- I'ECTI0 T ft -- D REVISiOr s Southwest Commerce Center _ Ay Tigard,Ore oqn - -------- --- DATE "I- Z��22z JOB No. " 288�4b9.` MACKENZIE/SAITO&ASSOCIATES, P.C.,OREGON OOFp�_ 0090 S w BMK AOFT STREET PORTtJ►N0. OiiEGC�v 97201 (5Q3)224 9n 5 SMT.O M ALL gAg otstnvLbATtt.p t \ (17 7/8: 40 POLI / �/�i- � �2� fig- '/,4. K 8 F CPst✓1. t�EPT:I - %21. �T o►J - �, x ya x WI/z 4 4� 1441 '_ 1/4 - V2�� L !;)'A I � 4 o LAS a �'— o f Ir-�p1.1� r t�D PiJ I r� I a. Q I/2il s II-pil FNUI�.Vl►J(1 'Al 6gfr4 P '2. - Southwest Commerce Center Tigard, Oregon DATE-- ' ATE__ ' JoB NO 288409 MACKENZIEISAITO 6 ASSOCIATES,P C..OREGON SMT, OF 0690 SW 604CROFT STREET POA7LANO. OREGON 97201 (5W)224.9570 1"l,ALL IIIOMTS RESERVEDAT118.F.0 •� Owl 1 —I/—V--- - — ' /t < 5 2 x 12 ' FoPL e-oN�! I to) oma. i 0 W T- o. CL Q [ l REVISIONS Southwest Commerce Center 0y I � V GATE 2 0 t)�.P � Tigard. Oregon_ __-- -�____ 238409- J"NO MACKENZIE/SAITU&ASSOCIATES, P.C.,OREGON rt OF 0690 SW BANCROFT STREET PCRTl/VMC, OREGON 97.1+ 16091 224.9670 C MACKLMIJNMRO�AY00�lf►.c. I ALL 1MOpTt IIdEMq 2 GO t'--I�, P�►JAL. I i a i �✓t� � 4K12 C I - _ ----- Arm�T'�J�,o.L t'��L�f•—.� LLJ Q Q. t a � U REvisic,Ns Southwest Cr rmerce Center _ By_r'� Tigard. OrerT gon -- ,oa 288409 s_ MACKENZIE/SAITO a ASSOCIATES, P.C.,OREGON rLLJ 5W. O xs� SW 3uvcao� STREET n . OREGON 972ot (5mi n�•d610 O yACKtN=It�A1T0 �atocIA-MRG. t1 ALL PW1111tttRy� i (v WELP SN !ELN WOEL-P 'PT UPS I PoP- bM HAN64912 1/+V G L 1-0 N � 1,q VI 0 W 0 a v 5�/�M 4 FURLIO dr 9:Lo Co�J , '/'G II I ❑ REVISIONS Southwest Commerce Center B1'._�� Tigard, Oregon -- ���- -- DATE "F40 288409 II MACKEN21E/SAITO 6 ASSOCIATES, P.C.,OREGON 'UTE91 a+C OSw BNOF7 STsaEET PORTLAND, OREGON 97201 (500)224-9670 s►,T. OF !MA I n y/(c. , -rofc'1'�X CI3M, I vERt, SI.oT X2'}4 X t;i 1 1 Noe W ?U ti I � ( ] REVISIONS Southwest Commerce Center____________ _? erd re Qn _ DArE -i ,os,o 288409 MACKFNZIE/SAITO 6 ASSOCIATES. P.0 .OREGON I I SNT _ OF U 0690 SW t4AN'pC1FT ''FEESTiJ� OREGON 97201 ISM)224 9570 C) rACM_,,,2JMI`TO&A&WCIATts.A.0 J •N RM►,�t Ri 4i RV i11 3/P��► 2Eti� X11 F�TtJ� to�� bo-,YpM f�- 3¢I► ��I�x X11 = (� � 3/4►'cp f �j�' N.x•1.,5, N MvF � caf'�I F o PIS 111 f a EL6U� 1' lprJ la U REVISIONS Southwest Commerce Center _ _ K Tigard 4ron. �a-- OATE ----- ,oe,o. 288409 MACKENZIE/SAITO&ASSOCIATES. P.C..OREGON MERMT. OF 0680 $W BIwCROfT STREET PORTLAND. OREGON 97201 (SM)224-9570 MACR[N2JEAWTO&AE[OCIAT[! FC. 0 1 ALL lMOMT[AEURV[O r"T 0 II'nI'/ t" 'I if 60 1 kII �y 5/8il / I 4 Y, 3 12 � L v+ r _ - + 4-- 4— + 4 7/ XI/,11 3/�►l �,I`21, ,- �n 0 w O 0- a. (� REVISIONS Southwest Commerce Center _ gY�_._f`�"' Tioar_d,_4_ re��n' _._ _ DATE x)smo _ 288409 a MACKENZIE/SAITO 6 ASSOCIATES, P.C.,OREGON OW SW BANCROF'T STREET PORTLAND OREGON 97101 15031 224.Y. STO SMT. OF O tA MXX2 M11TO♦AYOCATtf,►.C. �AU 1110M1tI��t![M� la1 fq # 1 ,y, S'111D II q n N f 4- 4- + LIrypTIoi'� + -}— + -� �� Y4 0 Lu Q x CL ��� r , I_oil C1 REVISIONS SouthwestCommerce Center� 14Y DATE_._L_z -- 1 Tigard on_ Oreg ____ __._ 2884�7� JOS NO. �---- MACKENVE/SAITO&ASSOCIATES, P C , OREGON sM -��sOFpp Ono Sw amcper STREET PMTIPW. OREGON 97201 (5m)224.4570 �wR �t170ait111�ArMPC 1,44 2l x 5�� $ w/ CI *+ x bl TYP. ev I411' t�� C vK• v iGa� Iv I Nf iVI*T0 T S . rrflJt.Lt ArJ I � I Q N•M ' QOiOR.� d.H. t�oa�c ,,��6 L�,� X-4- 4,P) -440) w �jki '• - TuRSIov t7�N 4L.&W eve-lit Q CL a - rte► �"- 0 REVISIONS Southwest Commerce Center k,�N i ard. Oregon By DATE MACKENZIE/SAITO&ASSOCIATES. P C..OREGON JMNO 2$8409-- OWC Sw SMCPFl STPEET PORTLM+O. OPEGCN 97?Ot (SM)224-9670 SNI. pf Le ,f` "i� I I of Tom. co;.JMrI -74 f i I w CL a I d lell' 3 e7 C] REVISIONS Southwest Commerce Center 9v Tigard Oregon __. _ DATE -ZP�- jog,,o 288409 _ MACKENZIE/SAITO&ASSOCIATES, P.C.,OREGON 0890 SW aANCROFT S'TFFET PORTI MIp OREGON 97201 (SM)224-9570 SNT. OF DIMENSIONS A 4-3/4 „ � B 2„ C . 1 /4„ Concrete Panel with a A 3/4" Chamfer � , � ,�----- 26 Ga . Prefab Sheet Meta C Sealant 6 Bicker Each Side B -- Hollow Metal Frame Anchc at 49" o .c . Maximum ---- �.— Mo PLYWc�;00 J^ ( I v � '— -�-- - Window Stop - 5/8" x 1 -1 /4" Typical 4 sides , Anchor at 24" o . c . B - _�- Maximum Hol log.: metal Mul 1 ion 2 P- ece Hollow Metal Door 4 __ HOLLOW METAL TRANSOM dTIH OW No kale _Southwest Commerce Center �— Tigard, Ore on _ --- aAIE MACKENZIE/SAITO a ASSOCIATES, P.C .OREGON joe No 288409 0690 " BANVXYT STREET P0A%AN0 OREGON 97MI (SM) 224.9670 SHT OF AIACK[MbE/SAfTO{AMOMAM P. ��,ALL A10MT$ALS[AVU -- C4W—Rrx:�rP, WALL Pp Nr,%.- HOLLOW METAL 011 e '��4j1G��AMFER_ 2� 5✓b�� I ' 0 I w cca a. 4 _ HOLLOW HETI. D040(Z JAr 15 U REVISIONS Southwest Commerce Center A�_�2 II Tigard. Oregon _. -- -- DATE joe4o _288449 MACKENZIE/SAITO&ASSOCIATES, P.0 .OREGON OE®0 Sw BAIrCROFT STREET "TL/)O. OREGON 97201 (50221-g67, 9HT. OF c t�AINLlnIlgNTs O a RvEpATEl RC. C1>Ak A,' ICL AT SGLP�'F3� �rrn.H .� T/Q::o • a • •• \J II_/��� I 711 ���� s • DULT- UP Ro.-F ' n w COW N�bUT > CD cc a a a ❑ t4wtS1ONS Southwest Commerce Center BY _ i a�g rd, Oregon _ DATE JOB NO. 288-408. _ MACKENZIE/SAITO 6 ASSOCIATES, P.C., OREGON SMT. OF ono S W BANCFOFT STREET POfiTLJAlvO, OREGON 97201 (50.7)224-9670 WACKENZIL4LARO 6 AMOC1ATtl P.C. 10W ALL MIGHT!aftRVEO11 WA ; DPof� o W Q a CL - Southwest Commerce Center By _ c -- OATE — Tilardl,_Ore on ___ 288409., JOS NO. ----- MACKENZIE/SAITn&ASSOCIATES,P.C..OREGON SHT. OF OW Syr BM CFOor STREET PORTLANO. OREGON 97201 (SM)274.9670O MA.KIfND rT0 t AfiOCaAM►•G 17 A Hyl11LflRVID ROOF &G1rr-rLE I NAJI..�R ' I� Itl6rip N�ISUI.-A��Oti !SU..T UP K001"N& ,.�--P.'C. WOOD or_.JQs ' ROOD 5h'tE..A"rHIP�7r i o W cr - C i REVISIONS Southwest Commerce Center 9Y ' r!gard, 0 gAon__ _ DATE MAmCKENZIE/SAITO&ASSOCIATES,P.C.,OREGON Boa 0690 Sw 8A►,JqOFT STREET PORTI-AND. OREGON 97MI (5031 224 9670 SHT. _OF Mme.A L RIONTS RUEA53CGATEi* (1 C. I I � I i R.GI'�f Xa�`fTUS ` Sl.L$ DeTP 6 'SMA I �'M`6fI IU1C�.8J 6 .0 4.Pl1 De'46- '1 �'-- DIPAiA Z^& a KCC?I0 RLxj&•rrr. Da-?"f TD I*-wo LIr7 p6nej= is 4� s 0 W Q -al M CL O REVISIONS _Southwest Commerce Center 8V Tigard, Oregon _ DATE `l -297 �S Jog N7 288409 MACKENZIE'SAITO& ASSOCIATES,P.C..OREGON 0690 SW BJJK'AOFT STREET PQRTL/Vvp. OREGON 97201 1503)221.9670 SHT. Of MACRIN=ILSWO++A 1U,AIIOCIATR�.►Q� ALL MONTI pMURVI0