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12615 SW 72ND AVENUE-5 12615 SW 72"ND AVENUT c!1 �1 MF:(','1-4ANWAL. PE-PV11-1- C1111111MOFTIGARD PUPM:r*T* NO. - ME001.14110 r,rf of T 7E wARD COMMUNITY DEVELOPMENT DEPARTMENT -TE 13125 S 1.1 Hall Blvd..P 0,Box 23397.Tigard,Oregon 97223,(503)639-4175 1(•S SUE:1) : 7/26/83 l:)nTM. PM*r.NO . 881470 JOU ADL)A1t--.SS : 15W 72ND AVE:.' AX MAP/L01 I AND USE : SUE: LJ DK 1 01' 5 3:Z r.-: ITEM: NO: NO: WOPK C;LASS : AL.'TEPAIJON FUPNA(:,F." (100K AlA 14ANDLP (10 USE *T'YPE : EDUCWT10NAL FUPNACE 100K-11- A'LP HANDL P 1.0K (',ONS*I' .l'Yl:)F-* : FL..00P 1---UPNACE: FKVAP. It',00I.A.,1:1 OCICUP. CIPP . HF-A11--14 VF:'N'T FAN VE.N'T VF:*NT . SYS11.:M HLP/COMP (311-11113 HOOD NO. SI'DRIES: rill..P/C.Omp 3-11.511-11P OWELL .UNI:TS : E N(:;I N17 RA 1*0 P 11 DOM 1-5-30HP XW 3:NE:PAT(:)P WOM 1:UEL I'YPL GAS B1 P/Clomr) 30---t�OHP PF::PA:rp t.jN:K,1,Ej M(-)X . :ENPU'T' 3300000 E31.-R/(:'OMP 504-HP 01,14-P 1. DmPr4s.? PlPING OUIL.ETS PRESS'? YE::S PLMARKS : 1:0I1VWI`t Oil bt.irrwi-w to Phil lowis O !a(• diffit 9 a d P1.3114111 V W 1110 . 00 N PLAN REVIF*-:W E $4, J-3 R $6. 30 1 AX CYTHEP 0 N T MC.1440 HEKATI.NG AND AJ:n R 54116 IN VAN('.331.111,11IF-P A C �)1.1 t*t:1 a 1-)(.1 r, 9721.5 T 1711.40W: 1 "503) 2(:1144 0.1.9*f 0 NO. 37677 This permit is issued subject to the regulations contai led in Title toPFUE I PT' NO . of the TMC State of Oregon Speclelty Codes,zoning regulations ....... and all other applicable codes and ordinances, and It is hereby PE-7PUTPEi"D INSPE11111,1014S agreed that the work will be done In accordenre with the plans and GA!i L.1:NE speciticaliuns and in compliance with all applicable codes and VIC'U111H.-•1:N ordinances The issuance r-f this permit does not waive restrictive F: 1 NAI covenants Contractor and subcontractors shall have current city business tax permits This permit will expire and become null and void itwork Is not started within 180days,orifwork 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 required inspections Rie requested and approved Permittee Signature Issued By SEPARATE PERM; rS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE -7 we nj It, Alit, .... 4WOi V, a it AM OFF OW 1OF 11101. 14-4 1 If 7,4 )0-- IF I 01,N All 7.'.�7�= .....T." OCR $IF Jill-It .1 ;, It a Lr C1. CIS cz -ow lor An 111!rn ow, it,I f M ;0 Lx Fa It f.1.11 ki C ye 0 v V w C C C11 CS F. Lr CL U LL NVT CM tr C H x0x, 'JON% MOIS g! "411v\ lft ONJO W i o► W Wff Sof rw INSPECTION NOTICE — t�Tigard Building Department P.O Box 23397 Tigard, Oregon 97223 Phone 639-41755 / Type of Inspection Date Requested_ Z- — Time_ A.M. Address _ ry ~'� _ Owner 5j7�e�Zot # Builder — ""! U�/� -- C Q aC11�.�.--The following Building Gode deficiencies are required to be corrected: Presented to _ _ pproved Inspector '� ❑ Disapproved Date CALL, FOR REINSPECTION ❑ YEt LINO I I BUILDING PERMIT APPLICATION TIGAFiD OATI_ 19 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE A(ZCOIAPANYING PLANS AND SPECIFICATIONS. OWNER PHONE x:�: ' LOT NO. OWNER -_ fie p JOB ADDRESS ��C ` ;� - _ ARCHITECT •> v "R _ ENGINEER BUILDER rr� ADDRESS �/` ?ate DESIGNER STRUCTURE 0 NEW O REMODEL C] ADDITION - tj,REPAIR ❑ RENEWAL ❑ FIRE DAMAGE' ❑ DEMOilJTIOl, Q RESIDENCE ❑ COMMA JO EDUCATIONAL ❑ COV? ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB[] FENCE OC;r:a1PANCY LAND USE ZONE ` `J°' BLDG TYPE �;�.FIRE ZONE..__PLAN CHECK BY HEAT. SEWER PERMIT S OCC.LOAD FLOOR LOAD—�_ HEIGHT NO.STORIES / AREA NO.BEDROOMS V1LUC/� BUILDING DEPARTMENT SET b:e1C5 FRONT w NEAR LEFTSIOIE RIGHT SIDE pnfr^H THIS PERMIT IS ISSUED SUBJECT T 7 THE REGULATIONS CONTAINED IN THE BUILDING CODE,ZON!N, REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED TY.AT TP..1 Plan Chee* WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCI WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIV! Sub-total• RESTRICTIVE COVENANTS.CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINES: LICENSE SEPARATE PERMITS REOUIREO FOR SEWER.PLUMBING AND HEATING. ;:itatB Tau SDC— Total _ PDC# AP PUCA N T OR AG E-:N T —i—By Receipt No. Approved AOJRE:aS � PHCiNE W— SDC PDC SEWER CONNECTION S SEWrR INSPECTION S SEWER SURCHARGE S Comments: — — - -- S'o Construction Inspection&Related Tests Carmen Tesing, Inc. 6 x 12 Concrete P.O.Box 238„Tigard,Oregon 97223 REPORT OF TEST SPECIMENS Phone(50j)684-3460 Date Molded: 8 -14 , 19 86 Job No. CP-2810 Permit No. 6052 Client: Jahr COrnOT.�1s1Un_---- -- -----___-- Project: Phil Lewis Elementary School. A3dn. Address: 12615 S.W. 72nd, Tigard Contractor: Juhr Const. Sub Contractor: Concrete Supplier: __jLcxjS I,land _ Truck No. 16 Ticket No. — A-147557_ Cast By: _ J. Higgins _ Test Time: 8:30 Load No. — Sunny 80 60 Weather: Temp. High: _ Temp. low: Sidewalk front on addition. Location of Placement: 7 of 7 77 — —.___ -•-----Cu. Yds __-- Concrete Temp: - ---_-- Strength Requirement: 3000 ^_ pSl ® Z8 days Slump? 1 2° _Cement Type Mix No /No. Sacks Mix #300011 _ Air Content _ — Max. Aggregate- 3/4° Admix. Amount: _ Brand: Admix Amount: Brand __- -Set 'est IV I Register Date Date Jnit Total Area Unit Report No. Days Number Recd Test W!, load PSI No. I 7 3150 8-15 8 -21 78,646 28.27 2780 9 7 3150 8-15 8 -21 77,791 28.27 2750 9 28 3150 8-15 9 -11 10`',180 28.27 3790 12 28 3150 _ 8-15 9 -11 108,958 28.21 3850 12 Remorks: cc: City of Tigard !► !� I� � � Ili 1! R� iii' t11!! Construction Inspection&RelateA Tests Carlson Testing, Ince 6 x 12 Concrete P.O.Box 23814Tigard,Oregon 97223 REPORT OF _ — TEST SPECIMENS Phone(503)W4-3460 Dote Molded: ._ 8 -14 19 86 Job No. _C.?=7810 Permit No. 6052 Client: ____Jahr (rQr 1�------ -- -- -- – --- Project: Phil Lewis Elementary School Addn. Address: — 12615 S.W. 72nd, Ti ar !, Conti-actor: _.�jLhr Court. Sub Contractor: Concrete Supplier: Ross Island Truck No. 16 __— Ticket No. A-147557 Cast 9y: Hlc ins Test Time: 8 30 Load No. _ 1 Sunny 89 60 Weather: _-- Temp. Nigh: —_ —_ Temp. low. Location of Placement: Sidewalk front on addition. 7 of 7 77 Cu. Yds. —_Concrete Temp: _ Strength Requirement: 3000 PSI a—28 days Slump 2 112" Cement T I YPe Mix No./No. Socks_ Mix #3000B Air Content_ Max. Aggregate___jZ4"__ Admix. Amount: Brand: v� Admix. Amount: Brand: Set ~Test® Register — Date I Date Unit Total Area Unit Report No. Days Number Recd Test Wt. load PSI No. 1 7 31.50 8-15 8 -21 78,646 28'27 2780 9 7 3150 8-15 8 -21 77,751 28.27 2750 9 28 3150 8-15 9 -11 28.27 28 3150 8-15 9 -11 28.27 Remarks: -� cc: City of Tigard vW Owl 1WW vF w W ue� � r�-�l Consh-ucdon lnspecdon&Rdatcd Teats Carlson esf.ng, Inc. P.U.Box 23814 6 x 12 Concrete Tigard,Oregon 97223 REPORT OF ZEST SPECIMENS Phone(503)6M-3460 Date Molded: 8 -13 , 19 86 Jab No. CP-2810 Permit No. 6052 Client: Juhr Corporation Project: Phil Lewis Elementary School Addn. _ Address: 12615 S.W. 72nd. Tigard Contractor: — Juhr St _—, Sub Contractor: Concrete Suppiim: Ross Island — Truck No.M- Ticket No. 2-4-2-4631- Cost By: __ J. Higgins Test Time:10t3II_ load No. 1 Weather; Sunny Temp. High: —82 Temp. low: 60 Location of Placement: Sidewalk front on addition. Cu. Yds. $ of 14 78 __Concrete Temp: Strength Requirement: 3000 _PSI ®__28 days Slump 33,['2 _Cement Type I Mix No./No. Sucks M1x $ OOOB _ Air Content 58 _ Max. Aggregate_ " Admix. Amount: __— Brand:V.R. — Admix. Amount: _-__. Brand: _ SetTest (a Register Date Date T Unit Total --r— a Unit Report - No. Days Number Recd Test '- Wload Area PSI No. 1 7 3142 8-14 8 -20 82,127 23.27 2910 8 7 3142 R-14 8 -20 82,896 7.8.27 2930 8 28 3142 8-14 9 -10 106,480 28.27 3770 11 28 3142 8-44 9_10 104.98 28.273710 _cc: City of "igard ��_— ------ ------ --- ANffWFffMFW grim= Consn•uctinn Insp,vrion$-Related'tests Carlson Testing, Inc. ..� P.O.Sox 23814 6 X 12 Concrete TEST Oregon 97223 REPORT OF—^ TEST SPECIMENS Phone(503)6U-3460 Cate Molded: 8 -13—, 19 86 Job No. CP-2810—_ Permit No. 6052 I-lient: Juhr Corporation Project: Phil Lewis Elementary School Addn. Address: 12615 S.W. 72nd, Tigard Contractor: Juhr Const., Sub Contrartor: Concrete Supplier: ROSS Island _ Truck No.76 Ticket No. T-4-24611 Cast By: _ J. Higjins Test Time: 11lL3U_ _. Load No. 1 Weather: _. ..gunny —__ Temp. High: . 82_ Temp. low: 60 Sidewalk front on addition. Location of Placement: _ --Cu. Yds. 8 of 14 _—Concrete Temp: _ 78 Strength Requirement: 3000 PSI ®_28 -days Slump 3 1 —Cement Type I Mix No./No. Sacks_ Mix #30005— Air Content_51 __ Mux. Aggregate_ 1/4" — Admix. Amount Brand:V.R. __ Admix. Amount: Brand: _ Set fest® Register Oote Date Unit Total � Unit �Report No. Days — Number Rec'd� Test Wt. Load Area PSI _ 1,10. 1 7 3142 8-14 8 -20 82,127 28.27 2910 I g 7 3142 8-14 8 -20 82,896 28_.27 2930 8 2C 31.42 8-1-4 9 -10 28.27 28 3142 8-14 9 -10 28.27 i i Remarks: cc: City of Tigard 1" i 1 / c NATIONAL ROOFING CONTRACT0Pi A=SS_GCIATIOIN_— MEM3EF, ff-RAROU-MRIVIRAL, INC. 5410 N.E. 109th ,AVENUE • PORTLAND. OREGON 97220 254-5ES1 August 12 , 1983 Phil Lewis Elementary School 1261 S. W. 72nd Tigard , Oregon 97223 Deck - Wood - Good Condition Existing roofing to be removed duwn to decking. New membrane and insulation to be installed. 1 . One layer 251/ glass base sheet spot. nailed. 2. Wood insulation stops at perimeters. 3 . One layer , 1 . 8 inch conposit insulation , mechanically fastened. 4. Tape joints. 5. Two layers 1111 glass ply sheet solid mopped. 6. One layer white mineral cap sheet solid mopped. BUC!(ARnO-THERMOSEA , INC . l Michael ". Harvey � Estimator MPH/klf Enclosure INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone. 639-4175 �CO��til C S Type of Inspection _ _._-- _-- ' ---------.-----___._.._—�.._,.. ___--- Date Requested Z Time _--L-----A—M.. _P.M. Address Owner_-- ( }-- Lot # -- Builder --------__-- �__--The following Building Code deficiencies are required to be corrected: Presented to _� � APP►oved Inspector ❑ Disapproved Date E CALL FOR REINSPECTION CJ YES 0 NO MINE (,onstruction fnspecrian&Related Tests Carlson Testing, Inc. P.O.Box 23814 6 x 12 Concrete Tigard,Oregon 97223 REPORT OF _ TEST SPECIMENS phone(503)684-3460 Dote Molded: 3 -7 19 86 _ Job No. CP-2810 Permit No. 6052 Client: __ Juhr Corporation Project: _ Phil Lewis Elementary School Addn. _ Address: _ 12615 S.W. 72nd, Tigard _ Contractor: _—_ Juhr Const. Sub Contractor: Concrete Supplier: Ross Island _ _ Truck No. 76 _ Ticket No. T-424315 Gast By: _ D. Leach Test Time: 8:01) __ Load No. _ 1 Sunny 90 60 Weather: _ _ _ Temp. High: _ iemp. low: _— Location of Placement: Ground slabs. Cu. Yds. _ Concrete Temp: _ Strength Requirement: _ 300� PSI a_28 _doys$lump_ 4" Cement Type I Mix No./No. Sacks Mix #3000._ Air Content Max. Aggregate 3/4" Admix. Amount: _ Brand: MBVR _ Admix. Amount: __— Brand:— Set Test a Register Date Date Unit Total Area Unit Report No. Days Numbor Recd Test Wt. load PSI No. T 7 27/7 7-1.0 8 –14 94,031 28.27 3330 7 7 2777 7-10 8 –14 93,106 28.27 3290 7 28 2777 7-10 9 – 4 28.27 28 2777 7-10 9 – 4 28.27 Remarks: _ cc: City of. Tigard ------ —- -- — ------ �` lB INSPECTION NOTICE Ci'y of Tigard Bmiding Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 6399-417755 ' Type of Inspection �_._.__.— ----- -- ------ - Date Requested / Time A.M. P.M. Address Permit Owner ��1� �1�� e `- --- Lot #-------- Buildpr — —The following Building Code deficiencies are required to be corrected: Presented t0 Inspector / _--- _-___ ❑ Diapprotlld Date .2" -- CALL FOR REINSP C770N ❑ YEd 0 NO w w w w INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 6394175 Type of Inspection'_ ��4TiD�J Date Requested _ 1* Time M, P,Iy1. i�6 iS' '7�„,,,. Address � Permit Owner 1(5'0 'Q- -%2�4010Z y/.shi '/C�� lot # Builder -Tv41j AX 9 — The following Building Code deficiencies are required to be corrected: Presented to _ Approved Inspector ,•fir o_}— [I DisappruvAd Date CALL FOR REINSPECTION M YES O NO W W N N W ! R 1 INSPECTION NOTICE City of Tigard Building Department P.O Box 23397 Tigard, Oregon 1223 Phone,639-4175 Type of lnspection cee//N � "�/ , Date Requested 7 Al _ ��, may' Time_ A.M. _.P.M. ► Address 'ry�� FGf�/S Permit Owner -----� 7-- Lot # - Builder The following Ruilding Code deficiencies are equired to be corrected: Presented to _ Approved Inspector --� / I ----- [ Disapproved Date CALL FOk REINSPECTION J fEt C7 oo r Construction Inspection!Q Related Tests Carlson Vesting, Inc. 6 x 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS 71gard,Oregon 97223Phone(503)684-3460 Dare Molded: 7 -9 ' 19 86 Job No. CP-2810 Permit No. Client: Jahr Corporation Project: Phil Lewis Elementary School Add-n. Address: 12615 S.W. 72nd, Tigard Contractor: Juhr Const, Sub Contractor: Concrete Supplier: Ross island _ Truck No.21 Ticket No. A-146267 Cast By: _ H. Payson Test Time: Load No. l Overcast 75 55 Weather: _ Temp. High: _ _ Temp. Low: Conference roan #42 - work roam #44 and passage #42B (slab) . Location of Placement: 8 71 Cu. Yds. Concrete Temp: --_ Strength Requirement: 000 _ PSI a_28 days Slump_ ln Cement Type 1 Mix No./No. Sacks_ Mix #3000B Air Content Max. Aggregate 3/4" Admix. Amount: --- Brand: Admix. Amount: _. _. Brand: Set Test® Register Date Date Unit Y- Total Area Unit Report No. Days Number Recd Test Wt. load PSI No. J 7 2777 7-10 7 -16 75,951 28.27 2690 3 7 2777 7-10 7 -16 75,290 28.27 2660 3 28 2777 7-10 8 - 6 28.27 28 2777 7-10 8 - 6 28.27 Remarks: cc: City of Tigard Construction Inspection&Related Tuts Carlson Testing, Inc. P.O.Box 23F 14 Tigard,Oregon 97'23 C11--2810 Phone(503)ER4-JAN Poo No. REPORT OF IN-PLACE SOIL DENSITY TESTS July er 198h Client Julu- Cor ;iation Project Phil Lewis Eleimntar-,r School. Addition Soil Description 3/4" Rock frcvi Tigard Sand b Gravel Max Dry Density 126.7 lbs./'cu. It. Optimum Moisture 10.2 % Method of Test Nuclear 3411--E3 O.T( Or Ttst "1(t IN-PLACE Of NSITT r(5) woe T E S T l 0 C A T O N r'�� 1,, oonrust Iut.icu rT.i 1 i•...•i r o. w r r 7-7 I Slab on Grade Addition r-ade '1.9 130.7 121, 1 95.5 I Remorlrs cc: Juhr Corporation y-o�'I'igard-- - --- _ - --- ------ CARSON TESTING INC ok ' INSPECTION NOTICE 7 i City of Tigaid Building Department 2 P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 k k Type of Inspection ��c .-�1 'A I y Date RequrrstedlL —'_�� '' Time A.M.. P.M. Address —Z& /—�- Permit # — Owner /2/-� -- �' �/ �(? Lot # Builder— ---� iThe following Building Code deficiencies are required to be corrected: - A f L - -------_ -- I Presented to ¢ _ Approved Inspector (� Disapproved Date CALL FOR REINSPECTION I 0 YES ❑ NO INSPECTION NOTICE City of 'Tigard Building Depar(ment P.O. Box 23397 Tigard. Oregon 97223 Phone: 639-4175 Type of Inspecti n ACT Date Requests Time A.M — P.M. Address Permit Owner Lot Builder The following Building Code deficiencies are required to be corrected: 4. Presented tw 4-4-tApprove d Inspector Disapproved Date CALL FOR RPINSPECTION YES (--] NO Construction Inspection 4 Related Tests • Carlson Testin.g,, In,f, . 6 x 12 Concrete P.O.sox 23814 REPORT OF TEST SPECIMENS Tlgerd,Oregon 97223 '—' Phone(503)684-3460 7 -1 36 2810 Permit Date Molded: _ , 19 _ Job No. Client: Juhr Corporation Project: Phil 1Awis Elementary School Addn. _ Address: 12615 S.W. 72nd, Tigard Juhr Const. Contractor: Sub Contrac or: Concrete Supplier: Ross Island _ Truck No. Ticket No. Cast By: H. Payson Y . Test Time: _ load No. Cloud: 80 55 Weather: _ Temp. High: _ Temp. Low: Work roan f and atrim stem walls and conference roan x{42 columns. Location of Placement: Cu. Yds. _ Conc•eie Temp: Strength Requirement: 000 PSI a 28 days Slump 411 Cement Type I Mix No./No. Sacits Mix #3000B— Air Content 5'0� Max. Aggregate._. 3/4" — – Admix. Amount: b.,....;. Admix. Amount:_ _ Brand: Set Test® Register Date Date Unit Total Area Unit Report No. Das _ Number Recd Test Wt. Load PSI No. I 7 2743 7-2 7 - 8 28.27 -- 63,340 2240 _ 2 7 2743 7-2 7 - 8 28.27 _ 63,607 2250 _ 2 - 28 2743 7-2 7 -29 99,153 28.'l7 3507 5 28 2743 7-2 7 -29 28.27 100,076 _ 3540 5 _ CC: City of Tigard Remarks: _ 1W Construction Inspection&Related Teats Carlson Testing, Inc. 6 x 12. Concrete P.O.Box 23614 REPORT OF TEST SPECIMENS Tigard,Oregon 97223Phone(503)664-3460 Dote Molded: 7 -1 r, 19 86 Job No. CP-2810 Permit No. Client: Juhr Corporation Project: Phil Lewis Elementary School Addn. dd12615 S.W. 72nd, Tigard O, ress: _ Juhr Const-. Contractor: � _ Sub Contractor: Concrete'iupplier: Ross Island Truck No. _ Ticket No, Cast B H. Payson Test Time: load No. _ Cloudy 80 55 Weather: . Temp. High: Temp. low: Work roan #44 and atrium sten walls and conference roam #42 columns. locetion of Placement: ----Cu. Yds. _Concrete Temp: n Strength Requirement: _ 000 PSI ®_Z8 doysSlump 4 __ Cement Type_I Mix No./No. Socks Mix #3000B_ Air Content 5.0% _ Max. Aggregate 3/4- Admix. Amount: Brand: Admix. Amount: __ _- Brand: Se Test® Registtr Date Date Unit Total —T Unit Report No. Day_ Numbiir Recd Test Wt. load _ Area PSI No. 1 7 2743 7-2 7 - 8 28.27 63,340_ _ _ 2240 2 7 2743 7-2 7 8 28.27 — 63,607 2250 2 29 2743 7-2 7 -29 Y 28.27 28 2743 7-2 7 -29 _ 28.27 - - cc: City of Tigard —� Remarks: Construction Inspection&Related Testa Carlson 1'esting, Inc. 6 x 12 Concrete P.O.Box 23814 Tigard,Oregon 9727 REPORT OF TEST SPECIMENS Phone(503)684-?460 Date Molded: 6 —27 , 19 86 Job No. CP-2810 Permit No. Client:— Juhr Corporation Project: Phil Lewis Elementary School Addn. Address: _12615 S.W. 72nd, Tigard - Contractor: _ Juhr Const. Sub Contractor: Concrete Supplier: Ross Island _ Truck Nn. 25_— Ticket No. _T-4-22214 Cast By: —_ M. Tabs'rt Test Time: 11:_35 —_ Load No. Clear 80 55 All footings as shown on 51 drawing. Weather; Temp. High: _ Temp. Low: — Location of Placement: 5.5 —Cu. Yds. Concrete Temp: Strength Requirement: 3000 _ PSI ® 28 `days Slump 2 3/4" _Cement Type Mix No./No. Socks —, Air Content_ Max. Aggregate 3/4" Admix. Amount: _ Brand: Admix. Amount: Brand: Set Test Register Date Date Unit Total Area Unit Reoort No. Days Number Recd Test Wt. Load PSI No. 1 7 2697 6-28 7 - 4 86,893 28.27 3070 1 7 2697 6-28 7 - 4 86,283 28.27 3050 1 28 2697 6-28 7 -25 104,920 28.27 3710 4 28 2697 6-28 7 -25 103,879 28.27 3670 4 Remarks: cc: City of Tigard ------- -�---- Construction Inspection&Related Tests Carlson Testing, Inc. 6 x 12 Concrete Tlgrard,Oregon 97223 P.O.Box 23814 REPORT OF TEST SPECIMENS Phone(503)684-3460 Date Molded: _ 6 -27 19 86_ Job No. CP-2810 Peritu t No. Client: -_ Juhr Corporation Project: Phil T-ewis Elementary School Addn. Address: — 12615 S.W. 72nd, Tigard Contractor: J4,r Const. Sub Contractor: _ Concrete Supplier: Pols Isl ind Truck No. 25 Ticket No. ` T-4-22214 Cast By: M. Tabert Test Time: .11:35 Load No. 1 _ Clear 80 55 Weather: _ Temp. High: . _ Temp. Low: All footings as shown on 5.1 drawing. Location of Placement: —_ 5.5 Cu. Yds. Concrete Temp: Strength Requirement: 3000 PSI ® 28 daysSlump 2 3/4" Cement Type_ Mix No./No. Sacks_ _ Air Content Max. Aggregate__._ 3/4" Admix. Amount: Brand: Admix Amount: Brand: Set Test a Register Date Date Unit Total Area Unit Report No. Days Number Recd Tes! Wt. load PSI No. I 7 2697 6-28 7 - 4 86,893 28.27 3070 1 7 2697 6-28 7 - 4 86,283 28.27 3050 1 28 2697 6-28 7 -25 28.27 28 2697 6-7.8 7 -25 28.27 Remarks: — cc: City Of Tigard ,- ;c i:t�t,l 6052 CITY8FIIGA�ttj 639.4171 3.nsp. Lire 639-4115 DPTE June__ � t9 86 BUILDrNG PERMIT TAX MAP � LOT NO, L—SUBDIVISION OWOWNERii?�tard Scit'ool Dist.#13J JOB ADDRESS BUILDER _I _�..._.�__ STATE REG.NO. EXP.DATE BUILDER'S PHONE ARCHITECT _ CCL ArchitectsPHONE.-- - 639-4383 OTHER STRUCTURE ❑ NEW REMODEL. I ADDITION REPAIR MOVE LI OTHER DEMOLITION RESIDENCE COMM ;:F1 EDUCATI ! LIGIOUS n ACCESSORY F GARAGE OTHER FENCE_ OCCUPANCY LAND USE 7_JNE -- BLDG.TYPE. ' FIRE ZONE PLAN CHECK BY 1 _HEAP L�)t't,LLt3 t ...lull" I renuitii j of Phil 1. wLs t_1e1Lnt'i1V �Cj1gu 111 �, -I yv:jLU'V'-'S 61d"As _ Ltil Jl'C:t to '1'i.E i; requirerignts. SEWER PERMIT N '7 4 — UCC LOAD FLOOR LOAD HEIGHT NO STORIES AREA '�rNO.BEDROOMS VALUE,j1!„UUU BUILDING DEPARTMENT `vc ' att'' _ SETBACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit 1.12U.50 _ THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE. ZONING — REGULATIONS AND ALL APPLICABLE CODES AND 011DINANCES. AND IT IS HEREBY AGREED THA f THE PI nC eck 12d.32 WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE -77--T-i.7 WITH ALL APPLICABLE CODES AND ORDINANCES. T:iE ISSUANCE OF THIS PERMIT DOES NOT WAIVE PI.Ck.Flre 4413.1.0_ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax 44.0 — SDC _ & Total 2.341.414 PDGN APPLICANT OR AGENT Prepd. 1241.32 -- --- ! ADDRE88 --- - Receipt No � ' � PHONE Bal.Due , 1,013.52 _ Issued By _Approved By ,wlr � >� s■r I� � � � rr� � 6V 14 DATE INSP TYPE INSPECTION REMARKS PLUMBING –p'TE— _ Contract( V_ AXVT21 Permit No Fixture 7 � '– � "Final 7–/7–y6 – HEATING –86e _ _ z _ �" L ontractor ro11W.J Permit No. Gas or Oil Hough-in Z – Final — SEWER — Final DRIVEWAY Final Storm Drainage —` (Fain Drain)Final Sidewalk Curb R Street Final ------ -- – – — Approach BLDG.DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY Final CERTIFICATE OCCUPANCY – --- – Landscaping Zoning Final �.wvtaoa mal-4� C2MRCIAL ftAg CMCTIM—LIST DATE REVIEWED �0A&WBUIlDIN6 SAFETY DFPARTMEK? RE0IEfEO BY Based on the 1982 Oregon Structural Specialty and Fire i Lica Safety Coda DESCRIPTION -AfC#1'r&rS - Cc JOB ADDRESS /$- S Gam' - 7 wKR/PERMITII:E rl6dM olireler• LEM OESCRIPTION VALUATION 3?STQt) Nieuwe construction based on Occ.. Aria i H*Ight 1s Type 1 - n0 J rz_ Actual coostruction by design is Type �1 -.ill Actual largest area/floor Allowable area/floor q/I7;9 Actual total area Allowable total area 21er-leinx ..: Occupancy Classification ", Occupant Load yecrcy?IMaaber of stories 11andicap Facilities r�o _� �'.E'Mi✓4'Siy/� __T_ Occupancy Separatloa _w - _�.. _ /3 wG //- . f�s // Arm Separation Mall "' F Fin Sprrntler System Flood Pla!e Elevation *Qo`1"1bN Total Distance Yard/Street CA or P/L 4ft :f�': Widthof Yard/St Measured to P/L. Street or flight of May a.OE Side Exterior Mali Protection opn1ng Protection Parap't Mall Projections N Ibur Constr [� Noor. Constr r L t E Noor Constr •, M N Moor Constr Flre Retardant Roof Covering. Sec, 3202(b) MOTES: ✓ Indicates item conforms with coda requi, nts. e+iorndlcabs corrections rtQulred to cunbrm with code requirements. AM Indicates Item Is not required by code. V ndicates Item1s not applicable to this project . ndicates note number •x' on Page G. -ove Indlcatet Item not shown ,."" Nu er of exits required-Sec 3303(a) and Table 33-A. ��Fng of exits-Sec 3303(c) . ance to exits-Sec 3303(d) . Direction of door swing Sec 3304(b). Door latch mechanisms-Sec 3304(c) - ,ee_ STAIRWAYS Stairway width-Sec 3306(b) . Stairway rise b run-Sec 3306(c) . Stairway landing dimensions-Sec 3306(g) . �/�. Mar:imum distance between stairway landings-Sec 3306(1) . � Handrails: No. b location, height, termination, handgrip dimensions- Secc 33060) . Minimum 6'6" headroom req'd in stairways-Sec 3306(p) . Exterior stairway protection req'd for bldgs over two stories-Sec 3306(1 ; z _ Exterior stairway construction materials-Sec 3306(n) . WExterior stairway not permitted where protected openings req'd-Sec 3306(n X Protect walls b soffits of enclosed usable space under stairs with one- hour fire-resistive construction-Sec 3306(m 3 n) . c Stairway to roof in buildings four or more stories-Sec 3306(o) . W _ - Stairway termination at basement-Sec 3306(h) . f_, __ Guardrail requirements-Sec 1711 . z Ramp requirements-Sec 3307. W _ Exit signs and illumination-Sec 3314. _ Horizontal exit-Sec 3308. Exit enclosures in Group I occupancies or other occupancies over 2 storie• Smokeproof enclosure-Sec 3310. Sec 330' Exit courts-Sec 3311 . Exit passageways-Sec 3312. SPECIAL OCCUPANCY EXIT REQUIREMENTS Group R occupancy-sleeping room emergency egress-Sec 1204 . _ Aisle requirements-Sec 3315. Seat spacing requirements-Sec 3316. Exiting Groi .3 A-1-Sec 3317 . ` Jx ting Group A-2, 2 .1 , 3 b 4- Sec 3318. Z-,--" Exiting Group E - Sec 3319. Exiting Group H - Sec 3320. Exiting Group i - Sec. 3321 . Panic hardware required- - Sec 3317 , 18, 19 6 21 . NIS Group R occupancies , approved products of combustion detectors other than x p heat - Sec 1210. (Y W - o f Group E or I occupancies Sec 811 or 1 oo9.- ,0/)/i y&;/^e Every apartment house containing-more than 15 dwelling units b evv,-� hot containing 20 or more guest rooms - Sec 1202(b) . All Group SR occupancies - Sec 1313. _ Automatic fire-extinguishing sprinkler system - Sec 3802(b) . _ Class I standpipes Z Class 11 standpipes Standpipes required per W t Class III standpipes Sec 3805 b Table 38-A. ci 1 Standpipes for buildings under construction - Sec 3806 . 161- Z Cr Sprinkler system shall be supervised by an Wy Approved central . pr'Oprietar� cr or remote station service or a local alarm which will give ars audithlr, W Is signal at a constantly attended location - Sec 3803 . _ _ Provide portable fire extinguishers as per NPPA Standard No in it Building is limited to ' 1 stories and "/,?- feet in height as a Type .__Occupancy-Sec 507. Table 5D C>v x Ln CC i The actual values are _steries and feet 1n height. w= X o v Total building occupant load is Sr W _ °C Sptclfic Areas:_ Assembly. conference, classrooms, offices, warehouse, etc. or by floor. A<42 or 4 hour fire-resistive area separation wall construction-Sec 505(e) . c = Extend wall vertically from foundation to ain'. 30 inches above the UJroof Sec 505(e)3. s(C- r,E'r=vv'� a —T Exterior wall termination at horizontal projecting elements such as R. :3L balconies, roof overhangs, canopies, etc-Lec 505(e)2. Ln LL All openings protected by fire assemblies having a 1 or 3-hour WC J hating -Sec 505(e) . a a Lam- Openings limited to 25% of wall length in each story-Sec 505(e) . J cupancy separation. vertical , horizontal or both rated at __ hour fire-resistive construction-Sec 503(b,c b d) . ^ P' g�CTION OF OPENINGS-Sec 50� U � � pen nags not permitted wall . a. �, Z _nur fire assembly, limited to 25% of wall length of each story. cc No opening to exceed 120 square feet. o w v111-hour fire assembly. L^ � U 1-hour fire assenbly. _ ire dampers in ducts penetrating wall . )i 1-hour fire-resistive corridor construction-Sec 3305(8) . v 20-minute rated. self-closing, tigh fi;tlp� smoke and draft door` c .�. 4r�t v 5 of l r n 7r > f►( ' {' ` assembly with lahel -Sec 3305(h) .- y / z , e� �� Minimum �-inch thick wire glass set in steel frames . Total area of all openings, other than doors , limited to 25% of interior corridor wall Q Sec 3305(h)2. ey./ Fire dampers {n ducts penetrating corridors-Sec 3305(h) 6. 4306 . w -7"— Dead end corridors shall not exceed 20. feet in length-Sec 3305(e) . Corridors serving 10 or more shall be minimum 44-inches wide-Sec 3305(b) /►>'Jri Corridors in R-3 or in R-1 dwelling units shall be minimum 36-inches wide-Sec 3305(b) . g°C A6,, � Corridors in E-1 Occupancies shall be width required by Sec 3303 plus 2-feet , but not less than 6-feet-Sec 3319(e) . Corridors serving any arca housing non-ambulatory persons shall be minimum 8-feet wide-Sec 3321 (c) . _ ovide mir. ids. of access b facilities for physically handicapped in: ;A) Government Bldgs or (B) Bldgs over 4000 sq.ft. or over 20 ft.ht.-Ch.31 . Handicap parking space shall be identified by a sign centered at least 4 ft. above grade, near the required parking space. The sign shall be marked with a the International Symbol of Access b shall have the following words in at a least 1" high letters : "Parking by DMV Disabled Permit only. Violators c subject to towing under ORS487.935 and a fine up to $250 under ORS487.930". = Sec 3108. CC E' The 1980 ANSI A117.1 Standards are adopted by reference for making buildings 6 facilities accessible to 8 usable bX ehysicalIXhandicapped people. fC Provide thermal performance calculations as per Sec 5301(c) . THE FOLLOWING MINIMUM INSULATION RE UIREMENTS SHALL. APPLY FOR: Group R - 3 St or es or LessMax. % wall openings, double glazed or V) oof/Ce ng R-30 storm -windows having a U factor of 0.70 or OF Walls R-11 • less. If area is equal to or exceeds 17% U _ Floor R-14 use equation (53-1) . J ALL BUILDINGS OTHER THAN GROUP R OCCUPANCIES: 0 c �Roof/ceiling she not exceed overal U " .084 (R-11.9) . = Walls U - .30 if 3 stories or less. C) Walls U a .36 if over 3 stories. o Floors U - .080 (R-12.5) . SLAB ON GRADE PERIMETER INSULATION REQUIREMENT-ALL CCCUPANCIES: 00 �— ■� for unheeated slaab. /Fria -6.2 minimum for heated slab. = The insulation shall extend downward from the top of the slab for a minimum distance of 24" or downward to the bottom of the slab. Sec 5303(d)4. Pde moisture control for bldgs with R Occupancies per Sec 5303(f) as below: W L alls of new bldgs shall have a max. one perm cup rated vapor barrier. Z 'floor s of new/existing bldgs shall have a max. one perm cup rated vapor barrier.' '-"Exterior ceilings w/o attic space shall have a max. � perm cup Y ,pwnd cover of 6 mil ?olyeth. or approved material req'd in crawl space. _�_ 1 proved vapor barrier req'd under concrete floor slab% . W N Provide Sound Tran mission Control in R Occupancies per App. Chapter 35: i Walls 6 f r c g assemb ies req min. Sound Trans Control of 50-Sec 3501 (b) . i Floors require min Impact Sound Insulation of 50 - Sec 3501(c) . L,--Combustion air for fuel burning equipment or appliances - UMC Chapter 6. _ ermanent access to roof mounted mechanical , HVAC equip ,- UMC Sec 710(h) . "protect appliances installed in areas subject to mechanical damage-URIC Sec 508. 4- rovide mechanical protection for gas outlet risers 6 meters subject to _ damage - UMC Sec 2221 ( 1 ) . C), __ _- sitive means of disconnect located adjacent to 3 within sight of mechanical ar equipment with electrical connections of more than 50 volts - UMC Sec 509. z _ L_ volt reccptacle located within 25 ft . of equip for svc/mtce-UNC Sec 509. Z�*_ Minimum 3/4" corrosion resistant condensate drain line from mechanical equip. to approved fixture or area drain - UMC Set 510. _J -Poof drainage h piping size A location - UBC Sec 3207(a 6 b) 6 UPC Sec 1401 . Roof drainage piping concealed within building construction shall be installed with cast iron or approved mat'l - UBC Sec 3205(d) b UPC Sec 401 b 1404-.A. G Commercial Type I or Type II Hood system installed per UMC App. Ch 20. Contac* Oregon State Dept. of Commerce for Boiler Inspection. 1 Contact Jackson County Health Dept . for special sanitary considerations . W Contact Oregon State Dept. of Commerce for Elevator Inspection. 3r r Provide fire dampers at locations indicated in Sec 4303(b)6 and 4306(j) . ti� Provide Certification of Compliance with max lighting standards-Rule A14 1R(' W /''-"/Shaf' enclosure protected as per Sec 1,06 and Table 17A. C Fixed partitions per sec 1705. f,L"Required openings provided in exterior walls - Sec 3802(b) . Special hazards - Ch. 6-10. Sec's. '08 b Sec 1104, 1212 b 1312. _ y,� 6el tanks-Plans required, permits to be obtained from Medford Fire Department, Uniform Fire Code Sec. 79. See Fire Dept. for requirements in relation to high-piled combustible stock. Wood Frame fire stopping - Sec. 2517(f) . Daft stopping of floor/ceiling construction - Sec 2516(f)4. L-waft stopping of attics (3000 sq.ft.max.attic space)-Sec 2516(f)ii & ii, z �_ m plastic insulation used in bldg constr. shall have a flame spread W rating not more than 75 & smoke development not more than 450 and be W separated from bldg interior by an approved thermal barrier as req'd. -• in Sec 1712. 0 ,>lirq r Flame spread of wall & ceiling finish material - Sec 4204.. Skylight construction - Chapter 34 & Sec 5207 . z i Smoke 6 heat venting - Sec 3206. ' i Elevator venting - Sec 1706(d) . '�► Explosion venting - Sec 910. Waterproofing of restroom flour & walls - Sec 510(b) . Gl at ing subject to human impact labeled for specific installation Sec 5406(a) . Lf—Access to crawl space-min. 18"x24" opening - Sec 2516(( )2 . Foundation vent' +a tion located Ir exterior- fdn . walls equal to one squar foot for each 150 square feet of under-floor area - Sec 2516(( )6 Provide underfloor drainage per Sec 2910. N cf Attic access-minimum 22"x30" opening - Sec 3205(a ) . u / (� Attic ventilation-natural , provided by eave/cornice vents sized at 1 /150 of Attic area or 1/300 when 50° of area is located as in Sec 3205(( ) Alf Drovide protective canopies over all recessed light fixtures in one hour ceiling as per iCBO Research "Pport 0211? Provide addresses so as to be plainly vi ,ihle from street lie( `,11 �T 1 V y r Y V V 111 1 V 1 1 1 J ' ti aJ 40, r/ leP Lr/i / e 6 KIWI 1HRM HUI HU PROIRINH P.O. BOX 127 • TUALATIN, OREGON 17062 • PHONE 682-2601 PHIL LEWIS ELEMENTARY SCHOOL May 20, 1986 13137 SW Pacific Hwy Tigard, Or 97223 17860— 1 254B —014-000 Insp. Type RAF Dear Tigard School Dist, This is a Fire and Life Safety Plan Review and is based on the 1962 editions of the State of Oregon Structural Spe— cialty Code and Fire and Life SaFety Code (UBC ), the State of Oregon Mechanical Specialty Code and Mechanical Fire and Life Safety Code (UMC ) , Uniform Fire Code (UFC ) , and other local ordinances and regulations. Provide a one and one—half hour fire rated door assembly at opening into the area separation wall. (Adjacent Mechanical 31 ) UBC 505(e ) Any penetrations such as piping or conduit into the one—hour corridors shall be sealed tightly. UBC 4301 (e ) All rated corridor doors shall be self—cloning, latching and smoke gasketpd. UBC 3305(e ) Local fire alarm system to be maintained. RECOMMENDATION: By proviling early :yarning smoke detection in the corridors you can enhance the fire and life safety protecticn in this building. This of caurse is only a recommendation to the school district. Submitted plans av- approved for construction subject to the a'jove noted items . This structure (or tenant space ) has riot received final inspection and is MrIT approved for occupancy 713 � Ufl �fll � �l BURR Rt PRUME EMU P.O. BOX 177 • TUALATIN, UOEGON 17062 • PHONE 687-2601 Approval of submitt,id plans is not an approval of omissions or oversights by this of-fice or of non—compliance with any applicable regulations of local government. If you desire a conference regarding this plan review or if you have questions, please feel free to contact me at (303) 682-2601. Sincerely, Marie Williams Fire Prevention Bureau MF260 OCCUPANCY FILE L IST MAY 22, 1966 9: 06: 07 TUALATIN FIRE DISTRICT Page 1 KEY SCREEN 1. Name PHIL LEWIS ELEMENTARY SCHOOL 2. Zone-Occ #: 254B -014-000 5. Special Sortl: 3. Address 12615 EEW 72 AV TI 6. Special Sort2: 4. Category 7. Special Sort3: BASIC SCREEN 1. Occ Phone (503) 684-2191 16. Census Tract: 307 2. Manager Fred Puhl 17. Code Edition: NONE 3. Phone (503) 692-1133 18. Bldg Va1ue $2, 239, 700 4. Mail. - Apt#: 19. Content Val $ 260, 504 5. Address : 12615 SW 72 Av 20. Other Value 40 6. C'ty. St, Zp : Tigard, Or 97223 21. ISO Class 3 7. Bldg Owner Tigard School Dist 22. UBC Occl/ft 31 E-1/ 50400 B. Phone (503) 620-1620 23. Fire Alrm Sy : ADT 9. Suite-Apt: 24. Alarm Syst #: NONE 16. Address : 13137 SW Pacific Hwy 25. Prop in Use Y 11. Cty, St, Zp : Tigard, Or 97223 26. Date Built 6 -01/01/65 1.2. Emrg Contct: 27, Date Remodel : 05/20/86 13. Emerg Phone: 28. Ground Area 50, 400 14. Ins Type/Mo: INF / 09 15. 901 Occ Use: 213 Elementary school FIRE PROTECTION SCREEN 1. Alarm Shutoff Location NONE 2. Power Shutoff Location 1-SW 3. Water Shutoff Location O-E 4. Natural Gas Shutoff Location: O--E 5. FDC Location O-SW 6. Sprinkler Control Location I-SW 7. Stand Pipe Location NONE B. Attic Access Location I--C 9. Special Hazard Type Cade 10. Special Hazard Type NONE 11. Special Hazard Location NONE 12. Water Source Location HYDRANT 13. Stairway/Vert Shaft; Prot Y/N: 2 stairs enclosed / # vert shaft - 0 CONSTRUCTION SCREEN 1 . Const Type 50 V-N 16. N Prop Line 60 /10 PROPERTY LINE 2. 17. Wall Prot 00 NO WALL PROTECTION 3. Basmt Area 0 18. S Prop Line 60 /20 ASSUMED PROPERTY LINE 4. Tonal Area 50, 400 19. Wall Prot; 00 NO WALL PROTECTION 5. # Stories 1 20. E Prop Line 60 /10 PROPERTY LINE 6. Height-ft 20 21 . Wall Prot 00 NO WALL PROTECTION 7. Inter Colmn: 30 CONCRETE 22. W Prop Line 40 /10 OROPERTY LINE 8. Roof Const 11 WD TRUSS 23. Wall Prot 00 NO WALL PROTECTION 9. Roof Cover 03 FR UNKNO 24. Area Wal : 2 HR-BTW JANITOR/STC; RM & MECH RM 10. Roof Area 51, 000 25. Area Wal : 11. UBC Occ2/Ft: / 26. Area Wal : 12. UBC Occ3/ft: / 27. Plan Loc : 270 1 13. UBC Occ4/ft: / 28. Misc 14, Auto SP Use: 15 Auto FA Use: CCI ARCHITECTS LLOYD / COOPER / RUEDA, ARCHITECTS, P.C. 11675 S.W.661h AVENUE• PORTLAND,OREGON 97223•(503)639-4363 TO Z1Z2 �'T7' ��'M/�- 1 DATE s- 2,0. ATTN: 40 �� OUR PROJECT NO. WE ARE SENDING YOU ATTACHED UNDER SEPARATE COVER VIA _Shop Drawings _ Prints — Documents _ Specifications Catalogs _ Copy of letter Tracings Other Copies Date Item REMARxs Ow COPY TO If material received i.s not as listed above, please notify us at once. BY �, _ y 5. f% for inspections call 639•-4175 CITY OF TIGARD 639.4171 DATE 47 -�✓ i — BUILDING PERMIT P.O. Box 23397, Tigard OR 97223 TAXMAP LOT NO. �_SUBDIVISION OWNER,7c /c !� 1 GK'S le-r Joe ADDRESS BUILDER STATE REG.NO. —EXP.DATE r_ BUILDER'S PHONt E --- 2 p PHONE ��'�7„ J OTHER --- ARCH4TECT.LL1__!"' STRUCTURE ❑ NEW REMOOEL ❑ ADDITION ❑ REPAIR ❑ MOVE ❑ OTHF.R C] DEMOLITIOr ❑ RESIDENCE ❑ COMM EDUCATION IND__..❑ RI=B_-GIOUS ❑ACCESSORY L GARAGE ❑OTHER ❑ FENCI OCCUPANCY LAND USE ZONE BLDG.TYPE FIRE ZJDNF PLAN CHECK BY HEAT SEWER PERMIT M _ HEIGHT T NO.STORIES AREA NO.BEDROOMS VALUE OCC.LOAD FLOOR LOAD BUILOING 0—E ARTMENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit I r ,z U THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE,ZONIN REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES,AND 17 IS HEREBY AGREED THAT TH Ptan Chock 2 3 WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANC we Iry ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIS PI.Ck.F" RESTRICTIVE COVENANTS.CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINE' TAX PERMITS.SEPARATE PERMITS REOUIREO FOR SEWER.PLUMBING AND HEATING. State Tax _ — ----_------ SDC- Total APPLICANT OR AGENT - - -- -- -- --- PDC# Prepd - ___-- --_-- - __ Rocelpl No ADDRESS Bal.Due ------------ - ---- -Approved APProveC Byissued By_� _- ---- SSDC SOC lc:>•Ndu- POC _ it'i e, ,✓� f t1 SEWER CON,.ECTION _________ SEWER INSPECTION S SEWER SUFCNAHGE y33 Z4 --- ----- CITY OF TIGARD BUILDING DEPARTMENT PLAN CHECK NO. : PLAN CHECK APPLICATION DATE RECEIVED: S�- ` P.O. Box 23397, Tigard OR 97223 P/C DEPOSIT PAID This is to certify that the attached 3 sets of plans have been submitted for plan check pursuant to the Oregon Structural Code and Fire b Life DS)afety Code, $r 2i edition. PROPERTY OWNER: ��. � 1 � OWNER'S ADDRESS: CONTRACTOR: 9 TELEPHONE: d' 3. 9 JOB ADDRESS: )�Zr�l� LOT NO. 6 MAP: DESCRIPTION OF WORK: /�.C�YL�-�� - Approvals Required SPECIAL NOTES _"Planning Dept, O Reissue Engineering Dept . O Flood Plain/Sensitive Lands 2-111-1;re District e.6'u tx•d ' 01 , O Sewer Availability O Other 0 Other Items Required 0 List (d subcontractors OBusiness Tax 0 Calculations OTruss Details 0, Parkinft Plan OLandscape flan (D Ot hVI r COMMENTS: city of Ti -,trd Hui ldinEc Ite partmt nt PC I•: 11 BUILDING RECEIPT NAME: C( ,j DATE: ADDRESS & LOT # & SUBDIVISION NAME: .�1�� ACCT. # DESCRIPTION � AMOUNT 10-432 BUilding Permit Fees 10-431-600 Plumbing Permit Fees 10-431-601 Mechanical Permit Fees 10-413 Plans Check Fee -12 10-230-501 State Building Tax 30-443 Sewer Connection (20%) 30-202 Sewer Connection (80%) $ 30-444 Sewer Inspection $ 51-1448 Street System Dev. Charge (SDC) $ 52-449-610 Parks I System Dev. Charge (PDC) 52-449-620 Parks II System Dev. Charge (PDC) $ _, 31-450 Storm Drainage System Dev. Chrg (SSDC) $ 10-230-505 TRFD (95%) $ 10-435 TRFD (57;,) 3 10-230--506 Washington County Fire #1 (95%) /o -143 5 Washington County Fire 111 (5%) $ 10-220 Amart/Wedgewood $ TOTAL $ 32, (Separate Check for Leron Heights $150.00). (hr/ 114P) W W W W r CiTYOF TIL ARD No. 13061 12755 S.W.ASH P.O.BOX 23397 Dated o —� TIGARD,OR 97223 6 _ ��. L Name Address - - Lot Block/Map rRUbdivis� t ddfess -- i 04 3 Permit M's Bldg. Plumb Cash Check Sewer Other her Rec. By r Z Acct. No. —Description Amount 16.432 Buildin�Lermit Fees 10-431-600 Plumbing Permit Fees 10-431.601 Mechanical Permit Fees 10.230.501 State 131dq. Tax 10.433___ _Plans Check Fee 30-443 Sewer Connection 30-444_ -- Sewer Inspection 51.448 Street Syst. Dev. Charge 52.449.6_10 Parks I Syst. Dev. Charge 52.449-62.0 Parks II Syst. Dev. Charge 31-450 Storm Drainage Syst. Dev. Charge ` 10.430 Business Tax — tI 10.434 Alarm Permit I 10.227 Bail 666 10.455- Fines - TrafficlMlsdlParking ` 10.230- CPTA Traffic/Misd/Vic. Asst f 10.456 —Indigent Defense 30.122.401 _ Sewer Service/USA 30-122-402 Sewer Service/City 30% 30.123 Sewer SevicelCity Malnt. 30.125 Unmatched -� f31-124 Storm Drainage 40.475 ancroft Prin. Pymt. 40.471 Bancroft Int. Pymt. --_- _�--� TOTAL � 2- - DEPT. Ts CCI ARCHITECTS `- - LLOYD/ COOPER / RUEDA, ARCHITECTS, P.C. 11675 S.W.66th AVENUE•PORTLAND,OREGON 97223•(503)639-4363 91301 April 23, 1986 Ms. Marie Williams Tualatin Fire District 8455 S.W. Elligsen Road Tualatin, Oregon 97062 Re: Phil Lewis Remodei Dear Marie: Per our telephone conversation this day, I am enclosing the LCN Sentronic Closer/Holders for your files. We will be using this closer on the doors from the library and multi- purpose room to the "enclosed" breezeway (20 min. doors) . If you have any questions, please call . We will be on the street April 28, 1986. Sincerely, CCI ARCHI CTS Xavier E. Rueda , Architect Vice esident XER; w enclosure cc: Edward Walden + Tiyard City Building Inpsector - City Hall f SEC-SingleSED-Single Point Eectronic with Detector Point Electronic • Detector r'e1 No 3.771.823 SEDseries . . . closer/holder With adjustable single point hold-open and built-in detector. Automatically closes fire and smoke barrier doors. With Heavy Duty SMOOTHEE Closers 4010-SED PULL SIDE MOUNTFD 4110-SED PUSH SIDE MOUNTED Closer and track surface mounted on h„ye face (pull side) of Closer surface mounted on stop lace (push side) of door door and frame.Concealed or exposed cor ,ectlons to track con- Concealed or exposed electrical connections to track conduit duit housing on head frame, housing on underside of head frame re 1� 77r.17, 7 4010 SED and 4110 SED include a full rack and pinion, heavyI duty Smoothee closer with adjustable spring power Single lever arm has telescope adjustment to locate hold-open at points from — 85°to 1100 in 3°increments.Low friction track and roller SED can control a 24V SE or SEC closer used as a companion unit on a pair of doors.Listed by U L.for use with smoke barrier or labeled fire doors. Concealed Concealed w exposed wiring or exposed wiring SED SEC FEATURES •Track has built-in duEl volume ionization detector •Heavy duty Smoothee closer for extra strength and durability •Whenever current is interrupted,told •SEC companion units available with same track height as open releases and door closes automatically SED units in order to achieve matching sight line. Track •Instant ''plug in' feature between batik and conduit housing con length same as SE sects all circuits • Temper-proof non-critical regulation of closing and latching •LED indicator flashes in standby,cor—ant light in alarm speed •Detector automatically resets where alarm condition ceases to exist, •Adjustable hydraulic back check for optional latching alarm,oonsuh factory • Adjustable spring power up to 50% •Can be used in conjunction with new or existing electronic signaling •Can be moved safely and easily Into and out of hold-open or monitoring equipment •One Ibmplated location for all available degrees of opening •both normally open and normally dosed dry contacts for systems •Conforms with Major Building Codes and Ufa Safety Codes alarm accommodations (e.g.NFPA 101) •Provision for detector sensitivity lest and alarm check-out •Optional double lever arm for extra closing power Models 4010 •5 year warranty, 2 year warranty on electrical components Full SEDS and 4110 SEDH(Page F-41 warranty in general catalog section W SED Smokesentrani Life Safety bloser rs for Fire, - . . . " and : . S►EC SED WIRING DIAGRAM SE-SEC WIRING DIAGRAM cnAv EARTH GROUND RECTIFIER BLUE---?4 V INPUT INPUT VOLTAGE BLUE—�N V 10 ADDITIONAL DETECTORS AND OR EOL MODULE 12V AC/DC WHITE�'�-4V INPUT if APPLICABLE F— WNITE�-74 V TO ADDITIONAL DETECTORS AND OR`OpP C�uB1E 24V AC/DC �aI OR TO EiTHE,T TERMINAL DOOR RED WHITE STRIPE 1C oo0a HOLDER SOLENOID INPUT HOLDER [ OPTUOVALSEPARATEVOLTAGE 120V AC/OC SOLENOID BLACa WHITE STRroE--))) ISPECIF r, -► BLACK— 24VD000TPUT (USUALLY FROM ` ------ REO--•p4YpCpUivutuNSYANOerI ALARM PANEL TO EITHER I r YELLOW— r•V DC OUTPUT ION ALARMI OR DETECTOR( TERMINAL GREEN ` ALARM PANEL INITIATING CIFCUO' GREEN WH,.__ RIPE ( DRY CI)NTACISI SED I BROWN`NC TIN STANDBY( I o—i VIOLET—NOUN SIANDBrI SPOT AUXILIARY L.NIAr•I,IORYI PINK—COMMON+ ORANGE ALARM PANEL INITIATING CIRCUIT ORANGE WHIIE STRIPE— 'DRY CONTACTS, NOTES: 5tD WIRING DIAGRAM TYPICAL CONG,UIT LAYOUT AND WIRING 1 Color coded wit es 08 GA)are furnished for junction box which For,SED and SEC Wiring to track mounted on headframe must be located not more than 3'6"(1050 mm)from conduit housing Field wiring connections made at junction box. 2 Relay contacts in wiring diagram shown in energized, OPTIONAL non-alarm condition / TRANSFORMER BOX 3 Alarm contact rating 10 AMP ON 120V 60 H2. .✓ 4 Supplemental wiring details are available for separatedoor ��JUNCTION BOX hold open solenoid and detector power circuits. For optional latching alarm,consult factory SED ELECTRICAL DATA DETECTOR Voltage 24 VAC-DC nominal - Standby Current 24 VDC'�' .00013 A.A.(,13 13 mA)average I 24 VA.@ .0004 A (.4 MAI average RMS Alarm current 24 VOC @ .028 A.(28 MA) SEDTRACK 24 VAC @ .095 A.(95 mA)RMS / Relay contacts 120 VAC-28 VOC @ 1 amp max(resistive load) •, DOOR HOLDER SOLENOID SEC TRACK 3 voltages available-PLEASE SPECIFY 12 VAC-DC nominal +10% -15%@ 180 amp max 24 VAC--DC nominal +10°X, --15%4090 amp max �i EMT SURFACE WIRE INSTALLATION IOULD USF HOUT ALL WIRE 3HOULD BE 120 VAC-DC nominal 4.10% -15%(t 030 amp max 010 GATOROTO LOCAL ODE AND AMPERAGI END OF LINE MODULE' DRAW REQUIREMENTS Voltage 24 VAC-DC nominal(+10% -15%) Standby current 015 amp Max Relay contacts 120 VAC-28 VDC @ 1 amp (resistive load) 4110 GLt911 SEDH TRANSFORMER 4110 Cush SEDH closer cylinders are push side mounted with the Primary 120 VAC 50-60 H2 SED holder mechanism on the pull side Cush•N-Stop double lever Secondary 24 VAC @ 400 amp Max arm provides extra closing power and a stop to proter_t the holder (will power one SED,SEC combination) mechanism in the track Hydraulic back check also helps protect the 'End of line module can be supplied by LCN or others See page F-15 for LCN end of holder mechanism in the track lime module wiring diagram SUGGESTED ARCHITECTS SPECIFICATIONS All smoke stop doors,Are doors, horizontal exit doors, or stairway In to conduit housing instantly making all electrical connections doors(where applicable)on which a hold open option is desirable and Devices shall be listed by Underwriters Laboratories and meet approved shall be equipped with Sentronic closers as manufactured requirements of NFPA-101 Life Safety Code All hydraulic door dos- by LCN Closers, Princeton, Illinois Closers shall be (choose one) ers including those having electric release shall be of one menu. heavy duty Series 4010-SED or 4110-SED with adjustable spring facture, and shall be sized according to manufacturer's recom- power All closers shall have cast iron cylinders with non-critical requ- mendations lotion of hydraulic back check, closing speed, and latching speed Closers with single arm and track shall l•Tave low friction roller assem- bly The Integral detector shall be a dual volume ionization detector detailed shall have fully hydraulic,adjustable delay to hold doors open C with automatic reset and the circuitry shall include provision for sen. from a minimum of 15 seconds to a maximum of 2 minutes Doors shall sitivity test and alarm check out Track with built in detector shall plug close automatically when delay cycle Is terminated wMA MAANMW�� L2. ARE-IA-SEPARATION EASE 50% FOR REDUCTION OF TRAVEL DISTANCE (SEC BCS+ AND 27300 SF MAXIMUM ALLOWABLE TYPE 5 N WALL: THE LOWER CLASSROOM WING OF 7HE MA�' 6 SHALL BE SEPARATED FROM THE MAIN BUILDING BY INSTALLING AN "A" LAPEL DOOR AT Thl' MECHANICAL ROOM (see floor plan EXHIBIT A) . THE EXISi:NG WALL IS 8 INCHES OF REINFORCED CONCRETE AND QUALIFIES AS 2 HOUR CONSTRUCTION. SECTION 505.5 WAS ADDRESSED AND AGREEMENT WAS MALE THAT THE EXISTING DIFFERENT ROOF HEIGHTS MEET CODE. 3. THE FOLLOWING WAIVERS WERE GRANTED. a) . SEC 50S MIXED OCCUPANCY SUM OF AREAS. b) . THE E:XTbTING COVERED WALT: BETWEEN THE MAIN BUILDING AND THE LOWER CLASSROOM BUILDING WILL NOT BE CONSIDERED AS A CONNECTION FOR PURPOSES OF ALLOWABLE AREA REQUIREMENTS. 4. OTHER: a) . THE COVERED PASSAGEWAY AT THE. NORTH AND EAST RIDES OF THE LIBRARY SHALL BE ONE HOUR CONSTRUCTION. 'THE EXISTING MECHANICAL ROOM LOUVERED DOOR WILL BE REPLA�ED WITH A ONE HOUR DOOR; HOWEVER, IF IT IS NOT POSSIBLE TO PUT A MAKE-UF' AIR VENT THROUGH THE EXISTING ROOF, A LOUVERED DOOR IJITH A FIRE DAMPER WILL BE APPROVED. b) . THE EXISTING LOBBY NAA THE NEW LOBBY ADDITION SHALL BE ONE HOUR CONSTRUCTION. e PRELIMINARY PLAN REVIEW CONFERENCE HELD: MARCH 14, 1986 AT TIGARD CITY HALL. NAME OF PROJECT: PHIL LEWIS SCHOOL REMODEL AND ADDIT:ONS ADDRESS: 1.2615 SW 72nd AVENUE TIGARD, OREGON 97223 OWNER: TIGARD SCHOOL. DISTRICT 23J REPRESENTATIVE: CCI ARCHITECTS 11675 SW 66th AVENUE TIGARD, OREGON (?7223 BUII_DII14G AREA: MAIN BUILDING: 35,093 SF LOWER CLRM BLDG: 5196 SF NUMBER OF STORIES: 1 OCCUPANCY: E TYPE OF CONSTRUCTION: 5N ATTENDED MEETING: MARIE WILLIAMS FIRE MARSHAL ED WALDEN TIGARD BUILDING OFFICIAL BUD HILLMAN TSD 23J X. E. RUEDA CCi ARCHITECTS PROJECT DESCRIPTION: THE EXISTING SCHOOL WAS FIRST CONSTRUCTED IN 1955 WITH SUBSEQUENT ADDITIONS THRU 1967. THE PROPOSED REMODELING WILL BE THE UPGRADING OF EXISTING CLASSROOMS AND AN 800 SF ADDITION TO THE ADMINISTRATIVE OFFICE. THE FOLLOWING ITEMS WERE SUBJECTS OF DISCUSSION AND WERE RESOLVED. 1 . BUILDING AREA: Main building: 35,098 SF (incl addition) ALLOWABLE AREA TYPE 3N: 9100 SF INCREASE !00% FOR 3 YARDS: 18200 8F although the north property line is 40 feet from the r7orth corner of a classroom wing. separation on three sides was allowed. r• - ��Tw Ra L G,4 I.GU I.Ar!oN s Fe-41-W, Cv f L0A-%-)5 7 l Ccs►-L IzV 7E CC"LaHti I2 - 13 s Wa L CcL-401-11.1 11,11-1 T ('Cr f t �y f koLl kc� ('ct lea(a l i Dns hove rP('p1 rev toy McYl' h� f11�Si' �� Or wocin {.v+�jU d(re f S;iA �'V151�`►1 +p 1 NI� COOPER CONSULTANTS, INC. 198 _ F- GATE j BY �` DESCRIPTION — , JOB O. PAGE� /2sv Z.; S?X/2 ` v 0 COOPER CONSULTANTS, INC. 199 -�3--a f--�--� DATE ---� ~BY F DESCRIPTION JOB NO. PAGE ,F x/ ,s-'G/O l�vf�LL / 4 oAv z21 ' `'K 6,civ iN wr,:Y �Xrs /�3dJ COOPER CONSL.y.TAIYTS, INC. 198 DATE BY DESCRIPTION JOB NO. P d ,pow"- A-5 < 2x /v ��/��r G✓ /G " o. /y-e'9Iov t Ar lot J7 lG s/ x /s S r 4✓/-s- a J7lNz �- COOPER CONSULTANTS, INC. 198,;' DATE. BY DESCRIPTION JOB NO. PAGE � t WORK R006% 0, 111 t u� c ----- - ------ i - CQNFERWNCE 40j�',' / _ f - i 4�arc•,cox.- .— ,o'RILJ_ IArmn V' 3 TO is -4 Sim• 411 A 3 e NfEEMBULE 41 _ aTAFF 40 0 — C 38 GYM 37 a� +■r a �r wr FM s PASSAGE' 42A ' d' Z 1 � viw` neo Tac,4 tDL^= AV ROOM 29 STORAOH 39A / , R -{(/ -ice )_ _.. _ � -•. '- _ __...___.-1 { _ -- .�f, �— -� KITCHEN 39, 1 �, C ROOM MSS H 1713 Rose r I 27 -_ :_ --GUTD�+GrL QacL7nN,6- U,r�Or�{ Rz=r \'I / B --- -� -- - -------- ---- � a� ring 1■.�.�t,... EX Crr CONC. RAMP' t /sE jS e 4•- Y//v escrow = Sl �M Av i w�ffvGiS roe I T z---Ts x0c, M 00G -Z At' a " 5yow,v � .`FFG7/ nJ A-A =" COOPER CONSUI.TANTS, INC. 198 DATE BY DESCRIPTION JOB NO. PACE �CASS •�G uG K �� G//IGG - ,7rs G'�•/� .�/siG x t !U i li✓, _ (U 'J�G �f) /deo /"G/� Sd/Gc�i�✓ Gv�u s 2-� Sj�/w CUO/l/< �O/`7' FXV�::dlI1.C. Gc� '6�'�U �-•�� ` /x) oovelle)el _ _ ---- ------ ----��_•-_._2 - #'� FIs - 0 4�,�`' Pr �/ SO A.13 II G l�x (� - Gv 2. �x W Q. � �✓�.vf / �� fi¢ �U� G°j�ir2/�/g►j tib' e Al-7 p/i?. of &,C. -I i COOPER CONSULTANTS, INC. DATE-- '- BY F---`--- - DESCRIPTION -� 09 NO. GES / r �/�j� �s• 1 u�•�+lr /�T �a�v�t/t/ �iNT J To Tsfc. s 5�� . ,2 �6 = 3, G 2 9 L/7 5 k� o I Al r;I _ { COOPER CONSULTANTS, INC. _ JOB NO PAGE DATE BY DESCRIPTION ya'= IW- X3,12 - X9/. 98 lel �✓ ' 1 70. 9q . COOPER CONSULTANTS, INC. 198.0' i7e64 11 1� i r --; f--I ~ DATE --� BY DESCRIPTION JOB NO PAC3E /�i'i,�'�z�i i✓TflL �,�'vs T =,c or�r �00� 14 y l 4o ,pSF li I l 0op xF'G/7uI- /Y ° r 40 l o .TAL- 12 30 COOPER CONSULTANTS, INC. 198<' DATE BY DESCRIPTION JOB NO. PAGE w x 110ACrr6Ida-/ ciaE 74 shQ�.� /oa /1;1/004 c. 25—) SOL. L) I -EF 5'pkN PSI > COOPER CONSULTANTS, INC. r JOB NO PAGE DATE �- BY DESCRIPTION ■ P w 1 rw N N "' r I J`C Y, `A� 2. `j !C 1� COOPER CONSULTANTS, INC. 1986 fj%w � _ 113 DATE BY DESCRIPTION NO� PAGE CO NC �ETL L) N IJ�S 16N 71Z IrjU NRY A p g7 A 0� �roAb t 12.5' G-1 LL = 25 PsF 6%0 ` DL 1� 7>5F OLON•l -ro Q L.o Rlps f = l• 4 7L r ; 8' C.2 = 1.4<is4 1.7(x-0 42.r p51= AIR 3.21 Agfa G-2 3212 14�� _ 112 G' r- coLu►�N LoAb5 L L T �- G -f 3.27 6.62 11.49 k. �o N Lirr- 1GH7 I� x 14'10 Vo ,om - !U'X 7i�)'�' _ X0. 7 F—; �r is wr - 10.`i)CISD ) = 1• � k- COOPER (CONSULTANTS, INC. 198 N — G S' ,. - , DATE Hy DE.SCHIPTION JOB NO. PAGL mFm r r r rw Y�l l N 1 rH um F-7C C f-' T'Ve I Q T Y C. = O.6 •-r- O.o s - 0,6 f-a,o3(14� = 1, 02 of usa -orAGmgm w/ r -0, 6 0, r--C,I? Tit 1 Co Lur.N S 0 S2- x 0,03 = p, DO lG NT£7tAc-7t0Al 7i ^AGI-AM FRO 1?- —26UND S -7) cjs r 14 COOPER CONSULTANTS, INC. DATE RY DESCRIPTION JOB NO. PAGt r o,c, Tri/rvr��y /�f?F-/9 ( Sea ZL = 15 Esc !�0,0 7D G.2,1- fRvM ��vi►�N �o�'�� ,��c'�F s r+ COOPER CONSULTAI14TS, INC. DATE BY DESCRIPTION JOB NO. PAfiE � 11 ,�AS� 1� �� Jf�/l ,• /U u�w/ a � ov lot: V \ +V \+T 7/ Al , - Ard"l COOPER CONSULTANTS, INC. 198 C1ATE BY DESCRIPTION JOE] NO. PAGE T—vo"T IB�1G Ass u ME �^�K scoc, Pi'r ;;��r_ _ ,?000 ps UN�4Clc�SED C o c.u M�J 14X6 VSE 2 'X.Z ' �c-rvva Nt oAf 7` I �101ti� NT ® FAC•6 rF iol-Vrin1 �o I AREA = ,2 x % - 1. l6 7 Fr z COOPER CONSULTANTS, INC. 198 DATE BY �- Y DESCRIPTION � ~JOB� PAGE 1 f —y— Im 7"/N& T r—pewE. s 4ss UM cl _ 10 - 3 V4 krfoa Tr, `�naIr / L(2 x I;.�/ - 7 (�, 7 f O Iwo Y AC-T/V N Cpv�/c NtVG S NEAP Yu ` Y # I/1""7c V64 P IrAx o Ovr.wo S#P, 'x -r47 a-, /) - (�;s. 0 z 6 -1�%A N _ .2, 7- V, Z 0 �4 - ,2, 39 � = 3. 3 COOPER CONSULTANTS, INC. J 198" —� A DATE BY DESCRIPTION JU9 NO. PAGE W mws sr w R 00 13 ('12-)(2 4 ka 0)0- y COOPER CONSULTANTS, INC. � 98 DATE � h BY �—_--DESCRIPTION � �^JOB No .� P QED I i qCi'• 5 t'G v fi 3 -r r G S L 10�• 1' I �A�CH Altl fa COOPER CONSULTANTS, INC. DATE -� f I BY �- DESCRIPTION �� r JO O PAOF `E� f+tY C.rG HT !�GH US r: !,2 A Fou vrnr _ 30 I'<* Lw,�rsivc b L 2 �,, ,. 2y1i, L-o ATS o nl / Iz IQ` O INS 2 '��/, 33,(�S�) .2 s- COOPcR CONSULTANTS, INC. l t� It 3 vI DATE BY DESCRIPTION JO~ B NO� PAGE CJs � A/D - 3 C ENTF'r '�f?Y� THR� >�YC.I Gf17 .2X 915"ll 21r Sta: OptF I STRISVTEb LoAp LL =;z �* /, z Fo)t aP/��Nc 30 = �s -7-� - 4e" �b" 1(4 _ KO Pl-r- -DIST L,�n r� _ rr .15) 0 L�3s 2302.5- + \/ o Y 0 -N� -2'10 a i Iy) i COOPER CONSULTANTS, INC. ^�z y /J 198 r DATE -� BY DESCRIPTION --� roe NO PAGE � - 3 u./e k ' 1 ,2 �U rsi �J FOR S-Z X /0 S = /�ro• cJ� �� '3 S rov 4- 2 x i? 'S = x.26. S6 ,'h G H ECK ShePmt raR. 7rart4- �/ LSS 7 Tv TA C.oka/2 �1 ,2X/o'S �„ = r . ��l = �i ,s' ) �,2 30�•��, z ys = 4 9. 8 � va q�, Ake ox e 1 COOPER CONSULTANTS, INC.198 c3 DATE ?--� BY ~ DESCRIPTION l JO O ZAGE of KY LIGHT r ,1�_ L��;�_ _ (io.a) 46)(?6) �z(mss) �Y1 k' - 1406 `• 1►`tea X s SREo 12 SU �I+�GK SHEAR COOPER CONSULTANTS, INC. 2a f DATE -� 9Y� ~` DESCRIPTION JOB NO. PAGE MAKI �►Pr M i NG FO fZ �ooT-- 2 2 x 12 ? x 10 2 u 40 �V .4r_ 6, on L. 3iK 1:2 -- �`' r., `ll jo � 2xii ? x 10 �G C1 u V �I COOPER 787 ULTANTS, INC. G. 198(, � DATE DESCRIPTION J08 NO. PAGE 2 x to -.2 ,. .zx/o / x1.2G.L. /y' � � 5�.�� le..•� _ : 703 der, f—IyST,� Y4 es l/,e/Q Al GAP /O�Tcss oz /71 6/110 Al Ms C 'T.�•s« 160 OLA 61.?Io-2 Gtr /9>s"urr 2X/.2 s /7 ,�.+ COOPER CONSULTANTS, INC. DATE -� f-� �"_ -- DESCRIPTION --- JOB NO. PAGE �r�E,� �EsiGti Ir-4F-- asras r S/Y (v ),=OR G/� ct� w ire 0. 0 I i COOPER CONSULTANTS, INC. -77 OAT F3Y hESCRIPtION i��)F3 N(� PA(; IIID IIID ,IIIc � � IIIII� ,� � IIID IIID 1 INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639-4171 Type of Inspection _ Date Requested _. ___ 2'�'_—_ _ Tim Address -s Q.alt!'-___-.C. Permit #_ —__-- Owner lot #_ Bailder The following Building Code deficiencies are required to be corrected: - Presented to __ -- -_ _ I� Approved Inspector — / ► Disapproved Date ------ CALL FOR REINSPECTION C7 YES 9 NO r � !Q ml NINA Il!>I 1 1 1 N- mI BUILDING PERMIT APPLICATION TJGARD DATE Ati;ritSr .LG', 19 �::-{ 4552 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE _ 754-558 1 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE f 11001!. OWN(--a Phil 1xvis Element ,robADDRESS 126 15 Stt 72nd LOT NO. ARCHITECT ENGINEER BUILDER Buckaroo Thermseal ADDRESS P.O. aOX 20118,1 DESIGNER STRUCTURE ❑ NEW ❑ REMODEL ❑ ADDITION EYREPAIR ❑ RENEWAL_EJ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE ❑ COMM &EDUCATIONAL_Cl GOVT ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY LAND USE ZONE _ C%SPd�BLDG.TYPE FIRE ZONE_PLAN CHECK BY HEAT (e roof existimi Elementary Schont. — SEWER PERMIT# OCC.LOAD FLOOR LOAD _HEIGHT NO.STORIES t AREA ^R NO.BEDROOMS VALUE 1?r�tL►�� BUILDING DEPARTMENT -- - SET BACKS FRONT REAR LEFT SIP:: RIGHT SIDE Permit _ 9?.Si► THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Plan Check REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE +� WORK WILL. BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub total — 92.5U RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CON',RACTORS TO HAVE CURRENT CITY BUSINESS Stets Tax 3.20 LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER.Pl UMBING AND HEATING. Total 90.20 SDC— BY CHPDC# APPLICANT OR AGENT Receipt No Approved ADDRE88 :� PHONE I I 1 I DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE 1 J Contractor Permil NO. Rough-in Fixture Final HEATING Contractor Permit No. -� Gas or Oil —� - -- Rough-in ^-- --- — — Finol --- — SEWER Final -+ --- --- --- ------ — DRIVEWAY -- — Final Storm Drainage (Rain Drain)Final Sidewalk Curb&Street Final Approach BLDG.DEPT.FINAL TEMPORARY CERTIirICATE OCCUPANCY Fine' +V CERTIRICATE OCCUPANCY�i Landscaping -- l_ Zoning Final l W 11 W W W W Ill1 DIVISION 1 SECTION 00900 ADDENDA AND 1001FICATIONS ADDENDUM NO. 1 PHIL LEWIS ELEMENTARY SCHOOL REMODEL AND ADDITIONS TIGARD SCHOOL DISTRICT 23J THIS ADDENDUM IS HEREBY MADE PART OF THE CONTRACT DOCUMENTS TO THF SAMIF EXTENT AS THOUGH IT WERE ORIGINALLY INCLUDED THEREIN. DRAWINGS ITEM IA-1 - DRAWING 1, COVER SHEET AND SITE PLAN; Under "Notes (Alternate No. 1)" make the following changes: a) At Note 3 change 6" to read : "4 inch Cl" . h) Delete Note 4; (Existing line is C.I .) . c) Delete Note 8. ITEM IA-2 - DRAWING 2, DEMOLITION PLAN ; j) Add the following note: "23. Remove existing suspended ceiling at Rooms 17, 18, 19, and 20". b) At Classroom 19, delete Note 1 from west wall . ITEM IA-3 - DRAWING 3, FLOOR PLAN; a) Under "Notes," delete Note 1. b) Under "Additive Alternates"; at alternate No. 1 change the following room numbers: - Room 42 to read: "43". - 4E to read: "4311" . c) Under "Additive Alternates"; at alternate No. 4, add: "mobil cabinets shall he provided for Classrooms 1 through 21 (21 total ) . ITEM 1A-4 - ENLARGED PARTIAL_ FLOOR PLAN; a) Under "Wall Types" , at wall type "B" cha,-ge Room 40B to read: "Room 42". h) Unaer "Notes" , add th-_ following tc Note 14: "Rooms 42A and 42B)" . c) Under "Notes" , add he following to Notp 16: "Remove existing west ►gal' and door, patch wall and floor to match existing" . d) At floor plan Room 43, Door 103, insert detail bubble 11/7. e) At Floor Plan, Room 2, Door 4 insert detail bubble 9/10. 91301 009po - 1 DIVISION 1 SECTION 00900 ADDENDA AND MODIFICATIONS ITEM 1A--5 - REFLECTED CEILING PLAN; a) At CL Rooms 1 through 16 insert detail 9/5 for light fixtures. h) At Room 1A, insert the following note: "Existing room to be enlarged toward the west. Extend ceiling to new wall and finish to match existing. See Plan Sheet 4 for new wall location. c) Detail 7/5; at west end of Roum 42, change details 5/5 to read: "8/5" . ITEM 1A-6 - DRAWING 6, ROOM/DOOR SCHEDULES; At "Room Finish Schedule" change the following : a) Under "Wales" delete Item 4 and change Item 3 to read: "Existing concrete or plaster (paint)" . b) At Gym 37, under notes, add Item 7 to read : "Paint existing tectum acoustical panels on walls" . c) At Staff 4, under notes , add Item 5. ITEM IA-7 - DRAWING 6 ROOM/DOOR SCHEDULES; At Door Schedule" change the following: a) Under Door Schedule Notes" add Note 8 to read: "Meeting stiles (astrasals) Pemcr 293 AW. h) Add Note R to the following doors: 1, 2, 12, 13, 108 and 109. c) At Door 16, change pattern 1 to read : Pattern "3" . d) At Doors 108 and 109 change material from SCWD to: HM (Hollowmetal ) . ITEM l.A-8 - DRAWING 8, WALL SECTIONS; a) At details 10/8 and 11/8 show wall insulation between warm space and attic space. ITEM lA-9 - DRAWING 10, EXTERIOR ELEVATIONS; Detail 10, add callouts "Hacker Rod and Sealant" to expansion joint detail . ITEM 1A-10 - DRAWING 14, INTERIOR ELEVATIONS; a) Detail 3, Elevation 2, chenge "GL" to read : "TSr." , b) Detail 3, Elevation 4, change "GL" to read: "TSIG c) Detail 4, Elevation 1, change "TGL" to read : "TSG" . ITEM 1A-11 - DRAWING E2 POWER PLAN; At passage 43B east wall add the following note: "Existing electrical conduit are to be relocated in concealed space as required to accommodate new structural ledger". 91301 00900 - 2 ! ' ! ! ■ ! F FW DIVISION 1 SECTION 0090U ADDENDA AND MODIFICATIONS ITEM 1A-12 - DRAWING E5 LEGEND AND SCHEDULES; At light fixture schedule make the following changes : a) Type "A" fixture description: Change 4" deep cells to read: "3" deep cells" . b) Type "A-1" fixture description, change Columbia NP2-243G-4335-1-120v to read : "P2-243G-4336-1-120v. SPECIFICATIONS ITEM 1B-1 - SECTION 00100 INSTRUCTION TO BIDDERS; Add the following paragraph: XI. PREBID CONFERENCE: A prebid conference will he held at the Phil Lewis School site at 3:30 PM on May 16, 1986. Purpose of the prebid conference shall be to receive questions from potential bidders relative to the project. SPECIFICATIONS ITEM IC-1 - DRAWING 9, DETAIL 16; Substitution accepted: ARTIS JV 92.6. ITEM 1C-2 - SECTION 07811 PLASTIC SKYLIGHTS; Substitution accepted : McFarland Mfg. , Inc. Accu Iite Industries ITEM 1C-3 - SECTION 08331 OVERHEAD COILING DOORS; Substitution accepted: Cookson Overhead Dour ITEM IC-4 - SECTION 09200 LATH AND PLASTER; Substitution accepted: . PLEKO (Finish Coat) ITEM 1C-5 - SECTION 15140 MECHANICAL EQUIPMENT; S(`lstitution accepted: NOR-AIR, Inc . 91301 00900 - 3 FKWINIMF DIVISION 1 SECTION 00900 ADDENDA AND MODIFICATIONS ITEM 1C-6 - SECTION 16510 BUILDING LIGHTING; Substitution accepted: UNIQUE - Light fixture Type "C" and Type "E" . FORUM - Light fixture type "D" . 91301 00900 - 4 (� r . DIVISION 1 SECTION 00900 ADDENDA AND MODIFICATIONS ADDENDUM NO. 2 PHIL LEWD ELEMENTARY SCHOOL REMODEL AND ADDITIONS TIGARD SCHOOL DISTRICT 2.3,1 THIS ADDENDUM IS HERESY MADE PART OF THE CONTRACT DOCUMENT'S TO THE SAME EXTENT AS THOUGH IT WERE ORIGINALLY INCLUDED THEREIN. DRAWINGS ITEM 2A-1 - DRAWING 3 FLOOR PLAN, AND DRAWING 4 ENLARGED FARTIA� FLOOR PLAN: At Fan Room 42B located north of Lobby 42 and west of Admin 43, change room numbers Far, 428 and 42A to read: "Fan 42C and 421)." ITEM 2A-2 - DRAWING 6 ROOM/DOOR SCHEDULES At Room Finish Schejule add the following: a) Under heauiing "FLOOR" add Item No. 5 to read: "(Quarry Tile" b) Under BASIC BID add the following rooms: "42A Passage and 42B Passage" c) To Rooms 42A Passage and 42B Passage add the following finishes: Floor - "5" . Base - ")" Walls - "2" and "3" . Ceiling - "2" and "3" ;TEM 2A-3 - DRAWING 6 ROOM/DOOR SCHEDULES a) Add Note: "Window sizes are given to outside measure- ment of frame" h) Under window type "A" change 20/43 to read: "48/20" c) Under window type "B" change window from 48/40 to: "48/20 awning with a 48/20 fixed lower unit." ITEM 2A-4 - DRAWING 8 DETAIL 11 At header over door add note: "Furr out for Exit sign electrical conduit and 'J' box with 2x4's. ITEM 2A-5 - DRAWING M-2 PLAN AND DEMOLITION MECHANICAL. a) Insert the following general note: "Refer to Architectural Plan drawings for existing roof downspouts to he removed and capped below grade." b) At Alternate No. 1, in the area of Conference Room 40B, remove and cap below grade 2 e::isting downspouts from existing roof and canopy. 91301/28 00900 1 DIVISION 1 SECTION 00900 ADDENDA AND MODIFICATIONS ITEM 2A-6 - DRAWING E-3 PLAN LIGHTING Add the following note: "Existing electrical receptacles, switches and plates are to be reused in Basic Bid work. New electrical receptacles, switches and plates shall be provided for work in Alternates No. 1 and No. 2." SPECIFICATIONS ITEM 21;-1 - SECTION 00100 INSTRUCTIONS TO BIDDERS a) Insert "prevailing wage rates for public works contracts in Oregon" attached to this Addenda. Applicable forms shall be obtained from the Bureau of Labor and Industries. b) A prebid conference was held at Phil Lewis Elementary School on May 16, 1986, at 3:30 p.m. and the following are noted: 1. The school will occupy the gym during the construction period to store classroom desks and equipment and will use the staff room as the office. 2. Reviewed Section 00800.7, Progress and Completion. 3. Reviewed basic bid and alternates. 4. 14 contractors and subcontractors were in attendance. ITEM 2B-2 - SECTION 07200 INSULATION Under 2.02 A. change the following: a) Delete Item 1 and insert the following: "1. Provide Type 1 unfaced units over suspended acoustical ceilings in basic bid and over suspended ceiling of Rooms 43, 43A, 43B and 44 of Alternate No. 1." b) Add Item 3 to read : "3. Provide Type II Kraft face units over ceilings of Rooms 42, 42A, 42B, 40A and 408. SUBSTITUTIONS ITEM 2C-1 - SECTION 09680 CARPETING Substitution accepted: "Forum" by Wellco Business Carpet . Commendation II by Armstrong ITEM 2C-2 - SECTION 09900 PAINTING Substitution accepted: . Rodda Paint 91301/26 00900 - 2 ■► �r � t ger s ■r le III DIVISION 1 SECTION 00900 ADDENDA AND MODIFICATION", ITEM 2C-3 - SECTION 15450 PLUMBING FIXTURES Substitution accepted : Just-Stainless .Steel Sinks Olsunite Toilet Seats ITEM 2C-4 - SECTION 16510 BUILDING LIGHTING Substitution accepted: . Failsafe Type "C" vi/standard O°F ballast Columbia Type "D" Failsafe Type "E" Pi•escol i to Type "J," Type "X" Prescolite Type "K" w/30° slope ceiling adaptor 91301/2.8 00900 - 3 W NNW bF °9f BUREAU OF LABOR AND INDUSTRIES o titan Roberts, Commissioner PREVAILING WAGE RATES FOR P�L�BLIC WOR S CONTRACTS IN OREGON THE JANUARY 1, 1986 PREVAILING WAGE RATE PUBLICATION IS AMENDED EFFECTIVE APRIL 1, 198b AS FOLLOWS: BASH PASIC HOURLY FRIkE SLY F.R."NGE T�ADE5 RATE dE ��_- a BE4 TT; ELECTRIC!" P ^ZS Arp STFJ�IT�tSIPIPEFI; � S AREA 3 AREA 5 - CINE RATE ONLY 11.)0 3.50 • ELECTRICIANS 15.25 4.35 • 3% AREAS 7 6 8 ;5 3,45 AK.S 4 FITiFRS 19.96 3.40 WHERE THE COST OF ELECTRICAL WORK (LABOR AND MATERIAL) T�`�DERS TO PLASTER IS LE.S� THAN $100.000: • WHERE THE COST OF THE PLASTE.� NG WORK (0202 • LM 16.00 2.42 • 3% AND MATERIAL) IS LTHAN 32.000: • CABLE SPLICERS 17.60 2.42 • 3% 12.)5 3.65 WHERE THE COST OF ELECTRICAL WORK (LABOR AND MATERIAL) • WHERE THE COST OF THE PLASTERING uORK (LAB:R IS M2H THAN $100.000: AND MATERIAL) IS = THAN $200.000: • ELECTRICIANS 18.00 2.42 • 3% 13.56 3.65 • CABLE SPLICERS 19.84 2.42 • 3% LzL TILE AND n FTN UB5• ABEAAREA 1 ' ONE RATE ONLY 13.27 2.20 .UNE 1 (BASE RATE): OYRADE CLASSIFICATION FORMERLY LISTED AS TILE ANLI TERRAZO HELPERS GROUP 1 20.63 3.25 3.Si GROUP 2 18.65 3.25 3.5% GROUP 3 15.35 3.25 • 3.5% REFER TO THE JANUARY 1. 19% PUBLICATION FOR AREA LrROUP 4 16.08 2.55 • 3.5i AND ZONE DESCRIPTIONS WHICH APPLY TO `'HC TRADE GROUP 5 14.07 2.55 • 3.Si CATEGORIES LISTED ABOVE. GROUP G 13.23 2.55 • 3.5% P� ,SE NOTE: DUE TO AN UNUSUALLY LARGE NUMBER OF SCHEDULED CHAt4GES TO THE PREVAILING WAGE RATES. THE PUBLICATION OF A MID-YFAR BOOKLET (WHICH USUALLY OCCURS IN JULY) M-q BE DELAYED THIS YEAR. UNTIL A NEW PUBLICATION IS ISSUED. THE WAGE PATES PUBLISHED IN THE JANUARY 1. 1%6 DETERMINATION AS AMENDED ABOVE WILL REMAIN IN EFFECT. IF YOU HAVE ANY QUESTIONS REGARDING THESE CHANGES, CALL MARTY ANDERSON. PREVAILING WAGE RATE ANALYST, IN PORTLAND AT 229-66%. 031986RES WYWttJDY ROBERTS ( SIONER Poll TI A%0 MIEN El GE�f ono *,iti a,rnur 14;��,d.rmr A.e ♦E 1 i 1'.+nland l)rrRnn v';Otn:� •••,creel rune:a ralrm tirt•Ron�•t10 EURI no, Oregon 974131 Mfr)fOAD COOS W 1 F10Lf to% '00 E eta n ati Elr td inrr+ Room ' 1:10%I Chad SUd�a;JJ •fltl c %1rd1nrd Orrnn♦• a E Em Rrant wile:10 R SO Crxr.Oa. rbrR.+nR'a;u •rnA OrpRnno••nl orndlra+n �1rr�nnR`Rn 1 BASIC BASIC riaRLY FR.193i: HOURLY FRINGE a :S __ -- MTE BEFITS TRmS -- RA1 E BENEFITS $14.52 $3.47 ► LLLMIQLK ► a IL_ AREA-1: 1 • ERECTION NORK ON • ELECTRICIANS 15.K 2,25 - 4'Z STORAGE TANKS 1%.)S 4.50 • CABLE SPLICEPS 17.38 2,25 - 4Z • REPAIR WORK ON STORAGE TANKS 16.05 4.50 AREA 2; • ALL OTHER WORK 19.67 4.511 • E.LECTRICIANS 18.71 3.71 - 31 0' /STONEMASONS • CABLE SPLICERS 19.65 3.71 - 31 AREA 1 AREA 3: • WHERE THE COST OF BRICK AND BLOCK MASONRY (LABOR E. • ELECTRICIANS 15.00 4.35 - 31 MATERIAL) IS LESS THAN $2W.O(A) (THIS RATE NOT APPLICABLE TO FIRE BRICK. REFRACTORY MATERIAL. AREA 4: CLEANING. POINTING. CAULKING OR RESTORATION WORK): WHERE THE COST OF ELECTRICAL WORK (LABOR AND 14.69 3.58 MATERIAL) IS LAS THAN JR EOUAI. TO $100.000: • ALL OTHER WORK 17.29 3.58 • ELECTRICIANS 15.010 2.42 • 31 AREA 2 • CABLE SPLICER 16.50 2.42 • 3% WHERE THE COST OF ELECTRICAL WORK (LABOR AND • PROJECTS UNDER $1.0 MATERIAL) IS ftgRL THAN $100.000: MILLION )14.13 3-7 • PROJECTS OVER $1.0 • ELECTRICIANS 18.00 2.42 • 3% MILLION 17.10 3.27 / CABLE SPLICER 19.80 2.42 • 3% AREAI AREA 5: BAKER 11000 RIVER POLK WALLOWA • ELECTRICIANS 19.15 3.50 • 3% a ACKAMAS MALHEUR (A) SHERMAN WASCO (B) • CABLE SPLICERS 19.90 3.50 • 31 L.LATSOP MARION TILLAMOOF. WASHINGTON COLUMBIA MORROW UAMATILLA YAMHIII MEA 6: 6ILLIAM MULTNOMAH LN ION • ELECTRICIANS 15.50 3.50 • 31 AREA 2 • CA.BLE SPI.ICERS 17.05 3.50 • 31 BENTON DOUGLAS JOSEPHINE LINN AREA I ARF, AREA 2(CONT) A&1_3 CROOK GRANT KLAMATH MALHEUR (C) COOS HARN0 LAKE WASCO (D) MALHEUR BAKER LMATILLA OROS CURRY JACKSON LANE. -4HEELER GILLIAM UNION I.URRY DESCHUTES JEFFERSON LINCOLN GRANT WALLOWA LINCOLN MORROW WHEELER DOUGLAS (A) A) NORTH HALF LANE (A) B) NORTH OF THE CITY OF MUIIP1N C) SOUTH HALF ARU-_ AREA S Am--U D) INCLUDING THE CITY OF MAUPIN AND SOUTH TH04 OF BENTON CLACKAMAS HARNEY CROC D (SEE PAGE 1U) ESC H CLATSOP JACKSON ESL.HUTES COL LIMB IA JOSEPHINE (SEE PAGE 10) JEFFERSON HOOD RIVER KLAMATH LANE (8) MULTNOMAH LAKE LINN SHERMAN DOUGLAS (B) MARION TILLAMOOK POLK WASCO • LEVERMAN-HYDRAULIC 17.83 5.15 YAMHILL(C) WASHINGTON • LEVERMAN-DIPPER 18.57 5,15 YAMHILL (D) • ASST. ENGINEER (INCLUDING: WATCH A) THOSE PORTIONS LYING WEST OF A LINE NORTH AND ENGINEER. WELDER, SOUTH FROM THE NE CORNER OF COOS MECHANIC. MACHINIST) 17.26 5.15 COUNTY TO THE I CORNER OF LINCOLN COUNTY • TENDERMAN B) THAT PORTION LYING EAST OF A LINE RUNNING (BOATMAN. ATTENDING NORTH AND SOUTH FROM THE NE LnRNER OF COOS DREDGE PLAN), FIREMAN 16.83 5.15 COUNTY TO THE SE CORNER OF LINCOLN COUNT` • ASSISTANT MATE r) SOUTH HALF (DECKHAND)1 OILER 16.46 5.15 D) NORTH HALF ► (32Yi.lAl I /LFT1.W 1 w- alYg(R_Mmkm • LIRYWALL (ACCOUSTICAL AND AREA1 DRYWALL APPLICATOR) 15,05 4.d • VA TWALL (LATHER) 14.A) 4.87 • MECHANIC 19.17 3.58 • A • ftLPER 13.4E 3.58 - A • PROBATIONARY AILPER 9.58 January 19RF Page 7 dASIi BASIC RkUNOIRL Y Frtl(XiE HOURLY FRINGE _ _ rtATE *E ITS1JE5 RATE BENFFTTS rLLZATLIK (CONTINUED) !2 CO�STTiIA;TIUN AREA L AUU LONE 1 (BASE RATE): • MECHANIC 19. 1 3.L"J • A • GROUP 13.25•:,.51 • HELPER 13.66 3.2) • A • GROUP 2 13.11 3.25.3.51 • PROBATIONARY HELPER 14.76 - • GROUP 3 15.10 3,25.3.5% Al PLUS 10.8% OF BASIC HOURLY i;ATE FOR EMPLOYEES 0 GROUP 4 15.61 2.55.3.5% 13.66 2.55. WITH MORE THAN 5 YEARS OF SERVICE, 8.8% OF • GROUP o 3.5% 12'84 2'55•' BASIC HOURLY RATE FOR G MONTHS TO 5 YEARS O� �% SERVICE. ZONE DIFFERENTIAL (ADD TO ZONE 1 RATE) ZONE. EA 1 AREA t ZONE 3 3.4155 ZONE 4 3.140 UMATILLA ALL ZONE 5 5,15 WALLOWA REMAINING UNION COUNTIES Qam 3 RECEIVES ZOiiE_1_.RAj�LY BAKER (NO ZONE DIFFERENTIAL) ► ('a AITERS SEA � AP,A 1 16.:17 2.d8 • GABLE SPLICERS 18.06 2.25.3.5% AREA 2 13.76 1.72 • JOURNEYMAN LINEMAN 16.42 2.25.3.5% ME" • LINE EQUIP. MECH. AKEA� (RIGHT-OF-WAY) 15.55 2.25.3.5% • LINE EQUIP. OPER, 114.31 2,25.3,5% LL (AUNTIES MAL HE UR • LINE EOUI°. JRVCMAN 14.57 2.25.3.51 EXCEPT hIALHEUR • GROUNDMAN 11.55 2.25.3.5% mm- LujutLK AREA I • STRUCTURAL) ALL COUNTIES EXCEPT MALHEUR GOUNTY REINFORCING# ORNAMENTALi jOE� 0 TO 3 MILES FROM THE GEOGRAPHICAL CENTER RIGGERS) OF MEDFORD AND PORTLAND FENCE ERECTORS) ZONE 2• 0 TI) 20 MILES FROM THE GEOGRAPHICAL SIGNAL MEN 18.c'6 4.71 CENTER OF ASTORIA. BAKER, BURNS, BEND, LL (SEE PAGE lUl CORVALLIS. EUGENE, KLAMATH FALLS. LAKEVIEW. LONGVIEW. PENDLETON. SALEM, ► L�IIIIIZFj> GY FIFfTRTi:TAN� ROSEBURG, THE DALLES. UMATILLA (NOTE: FOR PORTLAND AND MEDFORD. ZONE 2 IS 3 TO 2`' 'lILF.S) MAY ONLY BE USED FOR ELECTRICAL WORK NOT 1 , 1 35 MILES RADIUS EXCEEDING IUU VA: zo3`_ TO 50 MILES RADIUS AREA 1 9.214 2.23 ZONE 5a OVER 50 MILES RADIUS AREA 2 9.73 1.50 QiROUP 1 GROUP 2 AREA 3 9.24 1.95 AREA 4 9.48 2.09 CABLE SPLICERS CERTIFIED LINEMAN WELDER AREA 5 1U.35 2.12 LEADMAN POLE HEAVY LINE EQUIPMENT MAN AR=A 6 9.34 2.23 SPRAYER LINEMAN AREA 7 9.66 1.74 POLE SPRAYER ARE A 8 9.20 2.13 AREA 9 9.7U 1.67 GRouP 3 GROUP 4 ARu LO 9.60 1.56 AREA 11 10.42 1.63 TREE TRIMMER LINF. EQUIPMENT MAN AREA 12 12.w 1.66 AREA 13 10.55 1.99 AouP 5 QRpuf-5 AREA 14 10.32 1.80 HEAD GROUNDMAN GROUNDMAN Aff.0 ld ATSOP. COLUMBIA, TILLAMOOK JACKHAMMER MAN CLACKMAS. MULTNOMAH. WASHINGTON POWDERMAN lA 3 MARION, POLK. YAMHILL E y BENTON. LINCOLN. LINN AREA 2 LANE DOUGLAS MALHEUR COUNTY AREA- GODS. O URRY ki JACKSON. JOSEPHINE EA HOOD RIVER, SHERMAN. WASCO W �OOKDESCHU, TES. JFrFERSON AMATH. LAKE 61LLIAM, GRANT, MORROW, l)1AT;, L A, WHEELER 611.k-U BAKER. UNION. WALLOWA AREA 14 HARNEY. MALHEUR Page R January 1QO` w w w w w s w BASIC BASIC HOURLY FP HOURLY TRADES - RATE HFrJFFTU lom- HM&L SEFTERS (INCLUDES GRANITE; PLLMRT 6 STF1)t1rITTE61PTPFFTTIERS (CONTINUED) AREA 1 18.29 3.58 ARE-1 AREA 2 AREA •3 (CONT) AREAL BAKER LiRANT (B) SINTON (C) POLK HARNEY (A) MORROW LINCOLN (C) TILLAMOOK(D) BAKER HOOD RIVER SHERMAN WALLOWA MALHEUR UMATTLLA LINN (C) YAMHILL (D) a ACKAMAS MALHEUR (A) TILLAtMK WASCO (8) WALLOWA ?1ARION U ATSOP MORROW UNION WASHINGTON UNION COLUMBIA MULTNOMAH LMATILLA YAMHILL (A) GILL LAM MEA 4 AREA 4(CONT) AREA y(CONT) AREA S A) NORTH HALF C.LACKAMAS JEFFERSON WHEELER Coos B) NORTH OF THE CITY OF MAUPIN CLATSOP iULTNOMAH WASHINGTON CURRY COLUMBIA SHERMAN TILLAMOOK(C) DOUGLAS (E) UILLIAM WASCO YAMHILL (C) LANE (F) AREA ) HOOD RiVER • PAINTER 6 DRYWALL AREA 6 AREA 6(CONT) AREA I A � TAPERS 12.25 1.78 AREA 2 dENTON(D) JEFFERSON(D) KLAMATH(L) JACKSON • BRUSH U?OOK KLAMATH (J) LAKE (L) JOSEPHINE 13.21 3.57 DESCHUTES LAKE (J) • SPRAY 13.71 3.57 DDUGLAS(G) LANE (K) • BRIDGES/OVER 50' GRANT (H) LINCOLN (D) -BRUSH 13.% 3.57 HARNEY (I) LINN (D) -SPRAY 14.46 3.57 • DRYWALL TAPERS 15.48 4.55 A) EXCEPT NORTHWEST PORTION ABEi�l � 8) EXCEPT SOUTHWEST CORNER C) NORTH HALT MALHEUR COUNTY REMAINING D) SOUTH HALF E) WEST COAST PORTION COUNTIES F) INCLUDING THE CITY OF FLORENCE G) EXCEPT COAST PORTION H) SOUTHWEST CORNER I) NORTHWEST PORTION AREA 1 AREA 2 15.30 4.02 J) NORTHERN PORTION 16.28 4.U1 K) EXCEPT THE CITY OF FLORENCE AREA I AREA I(CONT) AREA1(CONT) AREA 2 L) EXCEPT NORTHERN PORTION BENTON DESCHUTES LINCOLN (B) ALL BliRI Off&M (SEE PAGE 10) COOS HARNEY LINN (B) REMAINING ► MERS CROOK JEFFERSON WASCO (8) COUNTIES CURRY KLAMATH (A) WHEELER (B) AREA 1: DOUGLAS LANE • ROOFERS 14.830 2,90 A) NORTHERN ONE-THIRD BI SOUTH HALF • (1ANDLING COAL TAR PITCH 16,28 2.90 I _ AREA 2: AREA 1 (BOTH) 17,63 4,45 • ROOFERS 14,75 1,72 • APPLICATION AREA 2 (60TH) 22.18 4,48 AREA 3 (BOTH) 16.95 3.s5 OR REMOVAL OF AREA 4 (80TH) 17.00 3,50 AREA TAP. PRODUCTS 16,15 1,12 AREA 5 AREA 3: • ROOFER 13,90 2,60 •PLUMBERS AREA 4: MIERE THE TOTAL PROJECT COST OF PLUMBING WORK • ROOFER 14.56 4.10 (LABOR AND MATERIAL) IS LEU THAN &W.DUU: AREA 5: 16.00 2.06 • ROOFERS 15,48 2.55 WHERE THE TOTAL PROJECT COST OF PLUMBING WORK AREA 1 AEEA1(CONT) 98EAs' ABEA_2(CONT) (LABOR AND MATERIAL) IS MM THAN =50.000: BAKER MULTNOMAH BENTON KLAMATH 19.54 j 56 LoLACKAMAS SHERMAN COOS LAKE CLATSOP TILLAMOOK CROOK LANE •STEAMFITTERS) COLUMBIA WASCO CURRY LINCOLN PIPEFITIERS r� 3 JEFFERSON WASHINGTON DESCHUTES LINN GILLIAM WHEELER DOUGLAS MARION AREA 6 (HOTH) 1b,45 y ,x GRANT HARNEY POLK AREAS ? b 8 (doTH) 20.48 3 15 HOOD RIVER JACKSON YAMHILL JOSEPHINE January 1Qg6 rlagP 9 BAT BASE HOLPL Y Fk IN(iE HOCRL Y FRIWJ ixAt)LS _.SATE BENFF TTT 1LES (CONTINUED) 1 TTEJ�S (CONTINUED) AREA AKEA H ABEA_� AREA-1 AREA 1(CONT) AUA ABFd.�(CON' MALHEUR UMATILLA MORROW BAKER POLK BENTON JOSEPHINE UNI)N CLACKAMAS SHERMAN Coos KLAMATH WALLOWA CL.ATSOP TILLAMOOK CROOK LAKE COLUMBIA UMATILLA tAJRItY LANE AL WIYZ6 GILLIAM UNION DESCHUTES LINCOLN HOOD RIVER WALLOWA DOUGLAS LINN AREA 1 15.015 H.01 MALHEUR(A) WASCO (B) GRANT MALHEUR (C) AREA 2 16.40 2.84 MARION WASHING'ON HAkNEY WASCO (D) AREA 3 17.46 3.d5 MORROW YAMHILL JACKSON WHEELER AREA 4 15.43 1.665 MULTNOMAH JEFFF.RSLIN .ABU I A) NORTH HALF C) SOUTH HALF BENTON GIILIAM LINK ;ILLAMOOK B) NORTH OF MAUPIN O1 MAUPIN AND SOUTH THEREOF CLACKAMAS GRANT MARION WASCO ► Ta 6 TERRAllO HELM a ATSOP HARNEY MULTNOMAH WASHINGTON COLUMBIA FOOD RIVER POLK WHEELER AREA 1 1 - 500 HOURS 8.03 2.20 GtOOK ,JEFFERSON SHERMAN YAMHILL 500 - 2.000 HOURS 11.17 2.20 L>ESCHUTES LINCOLN 7).000 - UP HOURS 13.27 2.r_0 AREA: ARLJ AREA--4 EA YCONT) AUe1 BAKER MORROW WOS LAKE i BAKER HOOD RIVER SHERMAN WALLOWA MALHEUR UMATILLA CURRY LANE CLACKAMAS MALHEUP (A) TILLAMOOK WASCO (B) UNION DOUGLAS JACASON I CLATSOP MORROW UMATILLA WASHINGTON WALLOWA KLAMATH .JOSEPH PJE COLUMBIA MULTNOMAH UN'ON `'AMHILL (A) ► 2EFLQZ LAYERS GILLIAM AREA 1 14,45 2.65 • B A) NORTH HALF B+ NORTH OF MAUPIN AREA 2 13.6b 1.19 ► M_URBffM (SEE PAGE 10) B) F1US 4X BASIC HOURLY RATE FOR EMPLOYEES WITH ► L,FII]FltS. EWERS LESS THAN ONE YEAR OF SERVICE. 61 FOR THOSE WITH MORE THAN ONE YEAR, tRECEIVE RATE FOR CRAFT PERFORMING OPERATION TO WHICH WELDING AND RIGGING ARE INCIDENTAL. ,4REA 1 - ALL COUNTIES EXCEPT MALHEUR COUNTY AdUA L' - MAL L,R COUNTY I► SPR %LM FITTERS 19.55 3.40 ► TE1i7ERS T0�1B� TENOERS IOR BRICKLAYERS. TILE SETTERS. MARBLE SETTERS AND TERRAllO WbRKFRS, TOPPING FOR CEMENT FINISHERS AND MORTER MIXERS. 0 WHERE THE COST OF BRICK AND BLOCK MASONRY WORk (LABOR AND MATERIAL) IS LESS THAN 52Q0.000 (THIS RATE NOT APPLICABLE TO FIRE BRICK. REFRACTORY MATERIAL. LEANING. POINTING. CAULKING OR RESTORATION WORT,); 12.05 3.65 9 ALL OTHER WORK 14.05 ? 65 WHERE THE COST OF THE PLASTERING WORK (LABOR ANO MATERIAL) IS LESS THAN SAX).UUU: 11.50 3.65 • WHERE THE COST OF THE PLASTERING WORK (LABOR AND MATERIAL) IS MORE THAN 13.x 3.05 Sol- 1ILL-2j1)R� AREA 1 1 '.x'1 3.55 AREA 2 15.43 2.4U Paoe 10 .lamiar� t Oor w BASIC BAT HUIRLY FRINGE HOURLY FRLNGC —TRADES — __. RATE B IFFTTC UNDER THE FOLLOWING CIRCUMSTANCES AN BOX RATE MAY BE USED FOR THESE TRADES: THE BOX RATE APPLIES TC ALL PUBLIC WORKS PROJECTS OF LESS THAN 31.0 MILLION. THE 80% RATE ALSO APPLIES TO PROJECTS UNDER $1.5 MILLION INVOLVING THE CONSTRUCTION, RECONSTRLICTION, MAJOR RENOVATION OR PAINTING OF BUILDINGS. BRIDGES OR DOCKS. (WHEN THE AMO'INT IS BETWEEN $1.0 AND $1.5 MILLION THE WORK.DONE ON A BUILDING. BRIDGE OR DOCK MUST CONSTITUTE AT LEAST 20% OF THE TOTAL PROJECT PRICE TO USE 80X RATES.) IN DETERMINING THE $1.5 MILLION FIGURE. DO NJ INCLUDE THE COST OF UNDERGROUND UTILITIES (I.E.. THE AMOUNT OF THE CONTRACT DEDICATED TO FACILITIES FOR ELECTRICITY. WATER, GAS. SEWERAGE INCLUDING STORM WATER. AND COMMUNICATIONS) WHICH ARE FIVE FEET OR MORE OUTSIDE OF AND AWAY FROM THE BUILDING. BRIDGE OR DOCK AND ARE SUBORDINATE AND INCIDENTAL TO THE MAJOR PURPOSE OF THE PROJECT. NOTE: IN DETERMINING WHETHER OR NOT THE 801 RATES ARE APPLICAALE. CONSIDER THE TOTAL PROJECT COST. AND NOT THE COST OF ANY INDIVIOL' 'ONTRACT (OR SCHEDULE) WITiIN THAT PRO, 7 ZONE RA "5Ipjlr, ZONE DIFFERENTIAL FOR CARPENTERS (GROUPS 1 AND 7 2 ONLY), LABORERS. POWER EQUIPMENT OPERATORS AND TRUCK DRIVERS (ADD TO ZONE 1 RATE) ZONE 2 .65 ZONE 3 1.15 ZONE S 2.70 x.75 jQNE 1: PROJECTS WITHIN 30 MILES OF CITY HAL'_ IN THE CITIES LISTED BELOW. LONE 2s MORE THAN 30 MILES BUT LESS THAN 40 MILES. ZQNL-I, MORE THAN 40 MILES BUT LESS THAN 50 MILES. LONE 46 MORE THAN SO MILES BUT LESS THAN 80 MILES. ZQ9-1, MORE THAN 80 MILES. wm ALBANY EUGENE LONGVIEW PORTLAND ASTORIA GOLDENDALE MADRAS PORT ORFORD BAKER GRANTS PASS MEDFORD REEOSPORT BEND FIERMISTON MCMINNVILLE ROSEBURG BROOKINGS HDOC RIVER NEWPORT SALEM BURNS KLAMATH FALLS OREGON CITY THE DALLES COOS BAY LAGRANDE ONTARIO TILLAMOOK CORVALLIS LAKEVIEW PENDLETON January 1986 BASIC BASIC HOIkiLY Fr�)1Jl;E TRADE S HOIRLY FR la RATE B I�FTT� ► cffiffxm:cj1 lo* 029-MMI (No ZONE RATES! ffib 1� 1�?I ZONE 1 (RASE RA TE):2 m• i.FMENT MASONS 11.x, 16.19 4.72 • GROUP 1 13.64 17.112 4.02 • IWOSITION • GROUP 2 13.76 17,17 4.02 WORKER, POWER NOTE: (iRooS 3 THROUGH 6 HAVE. ZONE RATES !UCH, OPER. 13. 1 DIFFERENT FROM OTHER CARPENTER GROUPS. 16.51 4.i2 THE RATES LISTED FOR GROUPS 3 THROUGH 6 ► LAKEMI ARc, ZONE 1 RATES. ZONE RATES AND DEi RIPTIONS FOR GROUPS 3 THROUGH 6 1 FOL OW. • GROUP 3 13.84 17.11 4.02 ZONE 1 In�LcE RATE):2 • GROUP 4 13.90 17.42 4.02 • GROUP 1' • GROUP 5 13.72 17.12 4.02 , 10.27 12.84 4.6;; • GROUP 6 13.70 17.22 4.12 • GROljP ` 10.55 13.19 4.65 • GRCUP 3 10.79 13.49 4.65 ZONE DIFFERENTIAL FOR GROUPS3 THROUGH 6 (11LY 0 GROUP 5 10.99 13.74 4.0 (ADD TO ZONE 1 RATE) 8.00 8.00 4.6- ZONE 2 85 'GROUP 1 LABORERS WHO 8.76 4,65 ZONE 3 1.85 MF'r THE FOLLOWING i ZONE 4 I•10 CESC�tIPTION QW.: ZONE 5 1.95 GROUP 1 LABORERS (NOT INVOLVED IN THE ZONE 6 2.80 POURING OF CONCRETE) ON PROJECTS OF LESS ZONES FOR GROUPS 3, 4, 5 AND 6 CARPENTERS ARE THAN $1.0 MILLION INVOLVING THE DETERMINED BY THE DISTANCE BETWEEN THE PROJECT CONSTRUCTION. PAINT1TR1ICTIBU MAJOR SITE '.,40 EITHER 1) THE WORKER'S RESIDENCE OR RENOVATION N PAINTING OF BUILDINGS. (INF. 2) CITY HALL Of A REFERENCE CITY rCR THE LEAK DONE. ON A BUILDING MUST CONSTITUTE AT LEAST TE Of THE ETERM PROJECT PRICE TO USE APPROPRIATE GROUP SHOWN BELOW. WHICHEVER IS THIS RATE.) IN DETERMINING THE $1.D MILLION CLOSER, FIGURE. DO yQj INCLUDE THE COST OF 0-30 MILES. UNDERGROUND UTILITIES (I.E. THE AMOUNT OF a-E30-40 MILf.S. THE CONTRACT DEDICATED TO FACILITIES FOR 40-4 MILES. ELECTRICITY. WATER. GAS. SEWERAGE INCLUDING 50-50 MILES. STORM WATER. AND COMMUNICATIONS) WHICH ARE FIVE FEET OR MORE OUTSIDE OF AND AWAY FROM 60-70 MILES. THE BUILDING AND ARE SUBORDINATE AND OVER 70 MILES. INCIDENTAL TO THE MAJOR PURPOSE OF THE �IIIES FOR (IRD)��_j AND 4 PROJECT. CORVALLIS LONGVIEW NORTH BEND THE DALLIS EUGENE MEDFORD PORTLAND ASPHALT PLANT LABORERS GENERAL LABORER CITIES FOR uROUP�� _� ASPHALT SPr,EADERS WARDRAIL. MEDIAN BATCH WEIGHMAN RAIL (C) BROOMERS LEVERMAN OR AGGREGATE ASTORIA EUGENE. NEWPORT SALEM BRUSH BURNERS/CUTTERS X'READER (0) BEND KLAMATH FALLS PORTLAND THE OALLES CARPENTER TENDER MATERIAL YARD MAN (E) COOS BAY MEDFORD ROSEBURG GAR 6 TRUCK LOADERS POWOERMAN TENDER S�1)P 1 WouP 2 UTANGE-FbUSE MAN RAILROAD TRACK LABORERS CHOKE SETTER RIBBON SETTERS (F) ERATOR AUTO. NAILING MACHINE F OOR LAYERS & FINISHERS �EAN-UPIPPRLABOREERS(A) RIP RAP MAN (HAND CARPENTERS STAIONARY POWER SAW CONCRETE LABORERS ROAD PUMP)TENDER FORM STRIPPER OPERATORS IAILVERT (HAND LABOR) SEWER LABORER MANHOLE BUILDERS CURING. CONCRETE SIGNALMAN G�DUP 3 �� DEMOLITION. WRECKING SKIPMAN AND MOVING SLOPERS MILLWRIGHTS CERTIFTED WCLDERS DRILLER TENDER SPRAYMAN MACHINE ERECTORS URY"SHACK MAN STAKE CHASER DUMPERS. ROAD OILING STOCKPILER i CREW TIMBER FALLER/BUCKER. DUMPMEN FOR GRADING (HAND LABOR) BRIDGE. DOCK 6 4IARF BOOM MENELCREW TOOLROOM MAN (JOB SITF) BUILDERS EVATOR FEEDERS TUNNEL BULL GANG PILEDRIVERMEN FINE GRADERS (ABOVE GROUND) FORM STRIPPERS (B) WEICHT-'MAN-CRUSHER (G) 1 SEE PAGE 11 FOR DESCRIPTION OF WHEN M RATES MAY BE USED 2 SEE PAGE 11 FOR ZONE RATES AND DESCRIPTIONS lanar.. 1 DO(. dA:,lu di{ill HOURLY Frdta HOURLY Nita TRADE'; RAFE BE:P4E.FITS RATE BENEFITS LA" ' (CONTINUED) LWj (CONTINUED) A) PITTSBURG OR SIMILAR TYPES OROUP�` B) NOT SWINGING STAGES C) REFERENCE POST, vUIDE POST. OR FENCE BUILDER { RIGHT-OF WAY MARKER hLAGGER D) Ft�L'AHERTY. LOADING SPOTTERS OR SIMILAR TYPES LANDSCAPING OR PLANTING LABORER E) INCLUDING ELECTRICAL F) INCLUDING STEEL FORMS ► P060 Ea1Iff1YT OPERATORS/ G) AGGREGATE WHEN USED LiRoup 2 ZONE 1 (BASE RATE):2 APPLICATORS (A) wNITE OR POT TENDER • 6RL'UP 1 12.47 15.59 5.15 BRUSH CUTTERS (B) HANDLERSIMIXERS (F) • GROUP 2 12.62 15.77 5.15 BURNERS POST HOLE DIGGER. AIR, • LIROUP 3 12.74 15.93 5.15 CHOKER SPLICER GAS OR ELECTRIC • GROUP 4 12.90 16.13 5.15 CLARY POWER SPREADER(C) POWER TOOL OPERATORS (G) • GROUP 5 12.94 16.17 5.15 CLEAN-UP NOZZLEMAN SAND BLASTING (WET) • GROUP 6 13.02 16.28 5.15 GREEN GUTTER (D) STAKE SETTER • 6ROUP 7 13.08 16.35 5.15 CONCRETE POWER BUGGYMAN TAMPERS • 6ROUP 8 13.19 16.49 5.15 (RUSHER FEEDER TUNNEL MUCKERSIdRAKEMANI • 6ROUP j 13.26 16.58 5.15 OEMOLITIONIWRECKING (E) CONCRETE CREW/BULL • GROUP 10 13.33 16.66 S.15 GRADE CHECKER GANG (UNDERGROUND) • GROUP 11 13.34 16.68 5.15 GRANITE NOZZLEMAN • GROUP 17 13.42 16.78 5.15 TENDER • GROUP 13 13.50 16.88 5.15 • GROUP 14 1.3.7u 17.12 5.15 A) INCLUDING POT TENDER FOR SAME. APPLYING • OiROUP 15 13.85 17.31 5.1�� PROTECTIVE MATERIAL BY HAND OR NOZZLE ON • GROUP 16 14.05 17.56 5.11_� UTILITY LINES OR STORAGE TANKS ON PROJECT • GROUP 17 14.21 17.76 5.15 B) POWER SAW • GROUP 18 14.41 18.01 5.15 C) AND SIMILAR TYPES • 6ROUP 19 14.55 18.19 5.15 D) CONCRETE, ROCK. ETC. E) CHARRED MATERIALS �34UP- I F) OF ALL MATERIALS OF AN IRRITATING NATURE INCLUDING CEMENT AND LIME ASSISTANT 'CONVEYOR PARTSMAN (TOOL ROOM) G) INCLUDES. BUT NOT LIMITED TO: URY PACK OPERATOR PUMP OPERATOR (A) MACHINE, JACKHAMMER, CHIPPING BUNS. PAVING BRAKEMAN/SWITCHMAN OILER (B) BREAKERS, VIBRATORS (LESS THAN 4" DIAMETER) CRUSHER FF.EDERMAN SCAFFOLDING OPERATOR (C) DECKHAND SWITCHMAN CiftOUP 3 GUARDRAIL PUNCH OILER ASPHALT RAKERS PUMPCRETE NDZ7LEMAN A) UNDER 4 INCHES BIT URINDER SAND BLASTING (DRY) 9) INCLUDING PLANT, CRANE. CRUSHER. GUARDRAIL CONCRETE SAW OPERATOR SEWER PIPE LAYERS EQUIPMENT, AND TRENCHING MACHINE DRILL DOCTOR SEWFR TTMAF.RMAN C) SELF-PROPELLED DRILL OPERATORS (A) TRACK LINERS (E) GUNITE NOZZLEMAN TUGGER (OPERATOR QROUP 2 HIGH SCALERS, TUNNEL-CHUCK TENDERS. STRIPPERS. DRILLERS(B) NIPPERS. TIMBERMAN A-FRAME TRUCK HELICOPER RADIOMAN LASER BEAM (C) VIBRATOR (4" AND LARGER) OPERATOR (A) (GROUND) MANHOLE BUILDER WATER BLASTER AUGER OILER (F) POWDERMEN 4 LL'ER BLADE OPERATOR (9) i?OLLER OPERATOR ;G) POWER SAW OPERATORS (D) BOATMAN TAc POT FIREMAN (H) CRANE FIREMAN (C) 1EMPORARY HF;TING PLANT A) AIR TRACKS. LAT DRILLS. WAGON DRILLS. DRILLER TENDER OPERATOF ' RUBBER-MOUNTED DRILLS. AND OTHER SIMILAR FORK LIFT OR LUMBER TRUCK CPANE OILER/ TYPES STACKER (0) DRIVER (I) B) COVERS WORK IN SWINGING STAGES. CHAIRS (';ADE CHECKER TUGGER OR COFFIN TYFE OR BELTS. UNDER EXTREME CONDITIONS UNUSUAL URADE OILER (E) HOIST OPERATOR TO NORMAL DRILLING. BLASTING. BARRTNG-DOWN. HEAVY DUTY REPAIRMAN WELDER'S TENDER OR SLOPING AND STRIPPING TENDER C) PIPE LAYING. APPLICABLE WHEN EMPLO'EE ASSIGNED TO MOVE. SET UP. ALIGN LASER BEAM. A) SINGLE DRUM D) BUCKING AND FALLING B) PULLED TYPE E) ANCHOR MACHINES. BALLAST REGULATORS. C1 ALL EQUIPMENT EXCEPT FLOATING MULTIPLE TAMPERS. POWER JACKS D) ON JOB SITE E) REQUIRED TO CHECK GRADE AQ1L-4 F) INCLUDING COMBINATION GUARDRAIL MACHINES G) GRADING OF BASE ROCK (NOT ASPHALT) LASER BEAM, (TUNNEL) APPLICABLE WHEN EMPLOYEE H) INCLUDING POWER AGITATED TYPE ASSIGNED TO MOVE. SET-UP. ALIGN LASER BEAM I) 25 TON CAPACITY AND OVER TUNNEL MINERS IUNNFL POWDERMAN I 1 SEE PAGE 11 FOR DESCRIPTION OF WHEN 8011 RATES MAY BE USED 2 SEE PAGE 11 FOR ZONE RATES AND DESCRIPTIONS lanllrlry I HRF nano 1 Z m__ I 4Abt� dASi lF1LV FRIJrriE HOLRLV FRINGE TRAIJES _-- HATE _�j " RATE B NEFTTS Fr K t(l1L_,IJPEHA_ Tins (CONTINUED) PL1ER EQJIRtiNT_QPOTORS (CONTINUED; VROUP GRDuP 5 AIR FILTRATION HYDROGRAPHIC SEEDER ASPHALT BURNER AND CONCRETE SPREADER EQUIPMENT MACHINE (E) RECONDITIONER CURB MACHINE (B) ASPHALT PLANT FIREMAN HYDROSTATIC PUMP CAST-IN PLACE PIPE LOADERS (C) BALLAST JACK TAMPER MIXER BOX OPERATOR (F) LAYING MACHINE MAGINNIS INTERNAL FULL BELL BOY. PHONES. rTC MOTORMAN CONCRETE FINISHING SLAB VIBRATOR BROOM OPERATOR (A) PUGMILL OPERATOR ('1ACHINE PAVEMENT GRINDER AND/OR dUCKET ELEVATOR (ANY TYPE) CONCRETE JOINT MACHINE GROOVING MACHINE (D) LOADER (8) PUMP OPERATOR (G) CONCRETE PAVING MACHINE ROCK SPREADERS (E) CEMENT HOG ROSS CARRIER OPERATOR (H) CONCRETE PLANER COMPRESSOR OPERATOR (C) TAMPING MACHINE (I) CONCRETE SAW AND TRUCKMOUNTED ASPHALT A) CLARY. JOHNSON. BIDWELL, BURGESS, BRIDGES CONCRETE CURING SPREADER (WITH SCREED) DECK OR SIMILAR TYPE MACHINE (0) MELDING MACHINE OPERATOR B) MECHANICAL BERM, CURB AND/OR GUTTER CONVEYOR OPERATOR WIRE MAT OR dROOMING C) RUBBER-TIRED TYPE, 2 112 Cu. YOS. AND UNDER HvDRAULIC PIPE PRESS MACHINE D) RIDING TYPE A) SELF-PROPELLED ON JOB SITE E) SELF-PROPELLED 8) BARBER GREEN[ AND SIMILAR TYPE CAOUP 7 C) ANY POWER, UNDER 1250 CUBIC FEET TOTAL CAPACITY A-FRAME TRUCK (A) GROUTING MACHINE Ol RIDING TYPE BALLAST REGULATOR HYDRAULIC BACKHOE (E) E) STRAW, PULP OR SEED BALLAST TAMPER (8) LOCOMOTIVE, 4O TONS & F) C.T.B. GRYBATCH, ETC. dELTCRETE OVER G) ANY POWER, 4 INCHES AND OVER BOOM TRUCK POT RAMMER H) ON JOB SITE CHURN ORILLI EARTH PUMPCRETE OPERATOR (ANY I) MECHANICAL SCLF-PROPELLEO BORING MACHINE TYPE) �� CONCRETE MIXER (C) ROLLER (ANY ASPHALT MIX) CONCRETE PUMP SHUTTLE CAR ELEVATING jRADER (D) TIE SPACER COMBINATION MIXER 6 HELICOPTER FOIST (AERATOR FULLER-KENYON AND TOWER MOBILE OPERATOR COMPRESSOR (A) HYDRA HAMMER OR SIMILAR SIMILAR TRACK LINER COMPACTOR. INCLUDING TYPES VIBRATORY LOCOMOTIVE, UNDER 40 TONS Al DOUBLE DRUM COMPRESSOR (ANY lull. HI-LIFT OPERATOR (D) B) MULTIPLE PURPOSE POWER (B) PAVEMENT BREAKER C) SINGLE DRUM. FIVE BAG CAPACITY AND OVER CONCRETE MIXER PUMP OPERATOR (E) D) TRACTOR TOWED REQUIRING OPERATOR OR GRADER OPERATOR (Cl ROLLER OPERATOR. OILING E) 44EEL TYPE 318 CU. YDS. AND UNDER WITH OR FLOATING EQUIPMENT C.T.H. WITHOUT FRONT END ATTAC�y4MENT 2 112 CU. YDS. FIREMAN SCREED CIPERATOR AND UNDER (FJRD. JOHN DIRRE. CASE TYPE) FORK LIFT, OVER 5 TON SERVICE OILER (GREASER) A) UUNNITE WORK A411PA B) OVER 1.250 CU. FT. TOTAL CAPACITY ASPHALT PAVER OPERATOR OIESEL-ELECTRIC C) SINGLE DRUM, UNDE"H FIVE BAG CAPACITY BATCH PLANT ANDIOt; ENGINEER (C) 0) OR SIMILAR TYPE WET-MIX (A) G:NERATOR OPERATOR E) MORE THAN 5 (ANY SIZE) BELT LOADER (B) I)e�R A) ONE AND TWO DRUM B) KOLMAN AND KO CAL TYPES CHIP SPREADING MACHINE PULVA MIXER OR SIMILAR C) PLANT, CRUSHER, GENFRATOR. FLOATING OPERATOR TYPES CONCRETE BATCH PLANT SLIP FORM PIMPS. POWER QROUP UJALITY CONTROL DRIVEN HYDRAULIC OPCRATOR LIFTING DEVICE FOR ASPHALT PLANT OPERATOR GUARDRAIL FINCH AND LLEVATOR OPERATOR CONCRETE FORMS - BDIi THREADING MACHINE AUGER (0) EXTRUSION MACHINE a1WEEPER. WAYNE TYPE (8) BOOM-TYPE LIFTING H.O. MECHANIC IND WELDER O HOIST. SINGLE DRUM TRACTOR (C) OEVICE (A) HAMMER OPERATOR LIME 'iPREADING (A) TRENCHING MACHINE (D) BORING MACHINE HYDRAULIC BACKHOE (E) POWER JUMBO. SETTING WAGNER PACTOR (E) BULLDOZER LIFT SLAG MACHINE SLIP FORMS. ETC. IN CHERRY PICKER (A)(8) LOADER (f) TUNNELS. CHICAGO BOOM (C.) MACHINE 1.00( OPERATOR COMPACTOR WITH BLADE PIPE CLEANING. DOPING. A) UN JA SITE (XW RETE (.DOLING BENDING AND WRAPPING B) SELF-PROPELLED ON JOB SITE MACHINE MACHINES C) RUBBER-TIRED 50 H.P. FLYWHEFL AND UNDER CRUSHER PLANT ()3ERATOR SIDE-BOOM CAT D) MAXIMUM DIGGING CAPACITY 3 FT. DEPTH GRILL CAT OPERATOR STATIONARY DRAG SCRAPER E; OR SIMILAR TYPE WITHOUT BI.ADE L)RILL DOCTOR SURFACE HEATER AND PLANER DRILL ODCTOR (,JIT TRACTOR (G) LYRINDEA) TRACTOR (H) GRIZZLY CA USHER TRENCH MACHINE (1) Page 14 lanuAry 111uc, Irmw )ASIC BASIC HOURLY FRTJVGE HOURLY FRIt" RiTE BENF�� r RATE _&bEEM R14ER LIlIIPIfNT LPFRATM AQuP 9 (CONTINUED) Paa 100tiNTCIPMA_TORS GROuL13 (CONTINUED) Al 5 TON CAPACITY OR LESS A) EXTERNALLY rONTROLLF.O BY ELECTRONIC. 9) OR S:M:LAR TYPE CRANE-HOIST MECHANICAL HYDRAULIC MANES C) AND SIMILAR TYPES B) LOCOMOTIVE la2ANE. VANTRY AND .-NERHEA0 D) ALL TYPES C) 25 TON AND OVER E) TRACK TYPE 318 CU. YDS. D) OVER 25 TON AND INCIUDING 40 TONS F) FRONT END AND OVERHEAD. 2 112 CU. YOS. AND E) OPERATED BY TRACTOR OPERATOR. SIERRA, ECULID. UNDER 4 CU. YDS. OR SIMILAR G) WITH BOOM ATTACHMENTS F) LINDER 3 CU. YDS. H) RUBBER-TIRED OVER 50 H.P. FLYWHEEL G) DERRICK BARGE. LESS THAN 30 TON I) MAXIMUM DIGGING CAPACITY OVER 3 FT. DEPTH H) STIFF LEG. GUY DERRICK, OR SIMILAR, 50 TONS I�ROUP 10 AND OVER 11 1 CU. YD. AND LESS THAN 3 Cu. YDS. BARGE OPERATOR, COMPACTOR. MULTI-ENGINE ;ROUP 14 SELF-LOADING )DOZERS AND PUSHERS (C) BULLDOZER (A) DRILLER (0) RUBBER-TIRED SCRAPER (A) CABLE PLOW (ANY TYPE) .TACK OPERATOR/ELEVATING TOWER CRANE OPERATOR COMBINATION H.D. BARGES `lECHANIC-q LDER (8) A) WITH TANDEM SCRAPERS. SELF-LOADING. PADDLE A) TWIN ENGINE (TC 12 AND SIMILAR? WHEEL. AUGER TYPE. FINISH AND/OR 2 OR MORE UNITq B) WITH DISPATCHER AND/OR REQUIRED TO DO BOTH C) RUBBER-TIRED (MICHIGAN. CAT. HOUGH TYPE) GROUP 15 0) PERCUSSION, DIAMOND. CORE, CABLE, ROTARY AND SIMILAR TYPE LOADER. 4 CU. YDS.. BUT LESS THAN 6 CU. YDS. GROUP 11 ;ROCK HOUND OPERATOR CLAMSHELL.HoE. ETC.(A) DRAGLINE GROUP S6 COMBINATION GUARDRAIL GRADE-ALES (4) AUTOGRADER OR FLOATING CRANE (DERRICK MACHINES (B) MIXER MOBILE "TRIMMER" BARGE) (C) CONCRETE BREAKER (1JCKING MACHINE (TUNNEL) AUTOMATIC CONCRETE LOADER (D) CRANE OPERATOR (C) SHOVEL SLIP FORM PAVER RUBBER-TIRED SCRAPER (E) CABLEWAY (A) SHOVEL (F) A) UNDER 1 CU. YD. CONCRETE CANAL LINE TANDEM BULLDOZER (G) 8) I.E.. PUNCH. AUGER, ETC. CRANE (B) WHEEL EXCAVATOR (H) C1 25 TONS AND UNDER FLOATING GLAMSHELL. WHIRLEY. 80 TON AND L41DER GROUP ETC.. 3 CU. YDS. AND OVER BATCH PLANT AND/OR PADDLE WHEEL, A)JGER TYPE A) 25 'ONS AND OVER WET MIX (A) PILEDRIVER (NO' CRANE B) OVER i40 TON AND INCLUDING 100 TON BLADE MOUNTED TYPE) C) 30 TON BUT LESS THAN 80 T014 SPREADERS ( B) rREINFORCED TANK BANDING D) 6 CU. YDS., BUT LESS THAN 12 CU. YDS. BLADE OPERATOR MACHINE (14-17 OR E) WITH TANDEM SCRAPERS. MULTI"ENGINE ELEVATING; LOADER (C) SIMILAR) F) 3 CU. YDS., BUT LESS THAN 5 CU. YDS. HOIST. TWO OR MORE RUBBER-TIRED SCRAPER (G) G) OUAD-NINE AND SIMILAR DRUMS SHIELD OPERAIOR H) UNDER 750 CU. YDS. PER HOUR SINGLE SCRAPER (E) 17 A) 3 UNITS OR MORE (SOUP B) ULRICH AND SIMILAR TYPES CANAL TRIMMER LOADER (C) C) ATHEY AND SIMILAR CRANE (A) SHOVEL. ETC. (D) O) SINGLE AND TWIN ENGINE FLOATING CRANE (8) WHIRLEY (E) E) WITH PUSH-PULL ATTACHMENTS, SELF LOADER A) OVER 100 TON AND INCLUDING 200 TON LftQUf-_U B) DERRILK BARGE. 80 TON. BUT LESS THAN 150 TON C) 12 CU. YDS. AND OVER BACK FILLING MACHINE DERRICK. UNDER 100 TONS D) 5 CU. YDS. AND OVER I BLADE (A) ELEVATING GRADER (E) E1 OVER 80 TON AND INCLUDING 150 TON I BLADE. MULTI-ENGINE FLOATING C.LAMSHELL,ETC.(F) BLADE OPERATOR. FINISH FLOATING CRANE (G) �ffo 18 BRIDGE GRANL GRADE-ALL. 1 CU. YO. OPERATOR (8) AND OV'R BAND WAGONS (A) WHEEL EXCAVATOR (D) CABLEWAY OPERATOR ;Z) HOIST (H) CRANE (8) WHIRLEY (E) wNCRETE PAVING ROAD PILEDRIVER OPERATOR FLOATING CRANE (C) MIXED SHOVEL. ETC (I) CAANE (D) A) IN CONJUNCTION WITH WHEEL EXCAVATOR B) OVER cU TON C) 150 TON BUT LESS THAN 250 TON 0) CHER 200 TON E) 150 TON AND OVER January ; 3.96 Page l5 HOO)RLY F'RDkN_ HOCKEY FHINGE TRADES 'ATE SHILF,1TS TRADES RATE BENEFIT- S i1� LUJ1PMENT OPERATORS (CONTINUED) TRD(( DRIVEJZS (CONTINUED) OUP 19 LOW 9ED EQUIPMENT. FLAT BED SEMI- TRUCK AND TRAILER OR DOUBLES TRANS- FLOATING (BANE (A) REMOTE CONTROLLED EARTH PORTING EQUIPMENT OR WET OR DRY HELICOPTER (B) MOVING EQUIPMENT MATERIALS . . . . . . . . . 4 LINDER WATER EQUIPMENT (C) LUBRICATION PIAN. FUEL TRUCK DRIVER. T A) 250 TON AND OVER DRIVER. IIRE.MAN, WASH RACK. STEAM 81 WHEN USED IN ERECTING WORK CLEANER OR COMBINATION. . . . C) REMOTE OR OTHERWISE LUMBER CARRIER. DRIVER-STRADOLF ►' I� l CARRIER--USED IN LOADING, UNLOADING AND TRANSPORTATION OF MATERIAL ON JOB i 1 SITE. . . . . . . . . . . . . . . . . . . 4 ZONE 1 (dASE RATE):2 OIL DISTRIBUTOR DRIVER OR LEVERMAN. . . . . 4 • GROUP 1 12.18 15.23 4.78 • GROUP 2 12.22 15.28 4.78 PILOT CAR . . . . . . . . . . . . . . . 1 s GROUP 3 12.26 15.33 4.78 • GROUP 4 12.30 15.38 4.78 SLURRY TRUCK DRIVER OR LEVERMAN . . . . . . 3 • GROUP 5 12.34 15.43 4.78 • GROuP 6 12.42 15.53 4.78 SOLO FLAT BED AND MISC. BODY TRUCKS-- • GRouP 7 12.50 15.63 4.78 0-10 TONS . . . . . . . . . . . . . . . . . 1 • GROUP 8 12.58 15.73 4.78 • GROUP 9 12.66 15.133 4.78 TRANSIT MIX AND WCT OR DRY MIX TRUCKS: • GROUP 10 12.80 16.(]0 4.78 5 CU. YDS. AND UNDER . . . . . . 1 • GROUP 11 12.63 16.10 4.18 OVER 5 Cu. YDS. AND INC. 7 Cu. YDS . . . 5 0 GROUP 12 12.96 16.20 4.78 OVER 7 CU. YDS. AND INC. 9 CU. YDS . . . 6 0 vROUP 13 13.L71 16.30 4.18 OVER 9 CU. YOS. AND INC. 11 CU. YOS. . . 7 • GROUP 14 13.12 16.40 4.78 OVER 11 CU. YDS. AND INC. 13 Cu. YDS 8 OVER 13 CU. YDS. AND INC. 15 CU. YC:, 9 Ie11f3K l�ROUP TEAM DRIVERS. . . . . . . . . . . . . . . . LI A-FRAME OR HYDRA-LIFT TRUCK WILOAD BEARING SURFACE. . . . . . . . . . . . . TIREMAN. FULL-TIME BASIS. . . . . . . . . . 3 BATTERY REBUILDER . . . . . . . . . . . . . 1 TRUCK HELPER. . . . . . . . . . . . . . . . 1 BUS OR MAN-HAUL DRIVER. . . . . . . . . . . 1 TRUCK MECHANIC--WELDER--BODY REPAIRMAN. . . 6 CONCRETE BUGGIES (POWER OPERATED) . . . . . 1 TRUCK MECHANIC HELPER . . . . . . . . . . . 1 DRIVERS AND HELPERS HANDLING SACKED WATER WAGONS (RATED CAPACITY) UP TO: CEMENT--ADO 15Q PER HOUR 16W GALLONS . . . . . . . . . . . . . . 1 1600 TO IM GALLONS . . . . . . . . . . 3 DUMP TRUCKS. SIDE. END AND BOTTOM NOD TO 5000 GALLONS . . . . . . . . . . 4 DUMPS. INCLUDING SEMI-TRUCKS AND 5000 TO 7000 GALLONS . . . . . . . . . . 6 TRAINS OR COMBINATIONS THEREOF: 7LCO TO 10,010 GALLONS . . . . . . . . . 7 6 Cu. YDS. AND UNDER . . . . . . . 1 10,000 TO 15.000 GALLONS . . . . . . . . 8 OVER 6 Cu. YDS. AND INC. lU CU. YDS. . . 3 OVER 10 CU. YDS. AND INC. 20 Cu. YDS 6 WINCH TRUCK--TAKES CLASSIFICATION OF OVER 2U CU. YDS. AND INC. :0 CU. YDS 7 TRUCK ON WHICH WINCH IS MOUNTED OVER 30 Cu. YDS. AND INC. 4U CU. YDS 8 UVEH 4U Cu. YDS. AND INC. 50 Cu. YOS 9 OVER 50 CU. YDS, AND INC. 60 CU. YOS IU OVER 60 CU. YDS. AND INC. 70 Cu. YDS 11 OVER IU CU. YOS. AND INC. 80 CU. YDS 12 OVER 80 Cu. YDS. AND INC. 90 CU. YDS 13 OVER 90 CU. YDS. AND INC. 100 CU. YDS. 14 DUMPSTERS OR SIMILAR LQUIPMENT--ALL SIZES . . . . . . . . . . . . . . . 5 FLAHERTY SPREADER DRIVER OR LEVERMAN. . . . 4 LIFT JITNEYS. FORK LIFTS--ALL SIZES--USED IN LOADING. UNLOADING 6 TRANSPORTING MATERIAL ON JOB SITE. . . . . . . . . . . 1 LOADER AND/OR LEVERMAN ON GONCRETE ORY BATCH F1 ANT. MANUALLY OPERATED. . . . . . . I 1 SEE PAGE 11 FOR DESCRIPTION ;r WHEN 8M RATES MAY BE USED. SEE PAGE 11 FOR ZONE RATES AND DESCRIPTIONS. Page 10 January 19P6 1 DIVISION 1 SECTION 00900 ADDENDA AND MODIFICATIONS ADDENDUM NO. 3 PHIL LEWIS ELEMENTARY SCHOOL REMODEL AND ADDITIONS TIGARD SCHOOL DISTRICT 23J THIS ADDENDUM IS HEREBY MADE PART OF THE CONTRACT DOCUMENTS TO THE SAME EXTENT AS THOUGH IT WERE ORIGINALLY INCLUDED THEREIN. DRAWINGS ITEM 3A-1 - DRAWING 3 FLOOR PLAN At Mech. Room 31, west wall , change door "EW" to read: "Door No. 17" and add note: Remove e�;isting door and frame and install new H.M. door and frame. ITEM 3A-2 - DRAWING 6 ROOM/DOOR SCHEDULES At door schedule add the following door: Door No.: 17 Size: 30 x 70 Thickness: 1 3/4 Description: HM, Pattern C Frame: HM, Pattern 3 Hinges: BB4101 Size: 4 1/2 x 4 1/2, 1 1/2 pair Lock : D70PD Closer: 4010 Label : 2 HR Notes: 2, 4, 5 [TEM 3A-3 DRAWING 4 ENLARGED PARTIAL FLOOR PLAN Note 14- Delete entirely and insert the following: "14. At passage 42A and 42B, existing cont. slab slopes 2"-3" from north and east walls toward library. Floor is to be leveled with mudset with 3/4" minimum at north and east walls. See DET 9/10. (Clarification - detail 9/10 shows typical condition at doors 4 and 6) ." 91301/l9 00900 - 1 r PAGE 14 congLfig BUILT-UP ROOFING Joints) RI-20 -SS ! ISI- 20 - CAP RI-20-G 20 Years UL Class A i," to V,- 20 Years UL Class A 0" to 7' 20 Yaan-UL Class A 0"to 3" f rz I i - � T 1 MATERIALS REQUIRED PER 1 0 SQUARE FEET OF ROOF AREA SMALL NOT LESS THAN THE FOLLOWING a !' •li! r° 10 -' I-ifl, Sptficification rti, el4 R 1 1qlrl., 100 on. ft Approved Roof in x Nabi Type M01�. I'm 4'I nfuM :-a �. 1 35 C TYM A *Of- C r, *�,•, ,, r 1 roof w.Ali— pii«N \• PJr / l y - APPLICATION": all apeoifloations ----- • WOOD INSULATION STOPS,the same thickness as the insulation,shall be installed at the"*a of the deck and around all projections through the deck These stops shall be 6 inches wide or one inch wider than flanges being nailed to them. • THE ROOF DFCK shall be firm, clean,dry and smooth during application of intulation and lefts • ROOF INSULATION shall be applied in approved manner with joints 1 continuous in both directions. • ROOF TAPE shall be embedded over all insulation joints in hot step asphalt applied at the rate of 15.20 The Pet 100 srtuare feet of tape,with 4"end laps tajte Shell tie placed at ndrlers,cants,etc at edge or roof insulation • CONPLY TYPE A shall he applied so that the flow of water is over or parallel to,but never agdinst he laps.All end laps shell be at least 4"and adjacent and laps shall be at least 12"apart.Embed the full of each ply sheet to hot asphalt appluu at a rata of 30 lbs.per 100 square feet.Each ply shall be lightly I bronmed,using a mndergtely tnfI commer^ial push broom,as it is applied.All plies shall be turned up 2"aouve the top of the cant and shall be solid mopped to the cant and vertical wall • ON SLOPES EXCEEDING 1 Ve"per fool asphalt shall be applied at the nominal rate of 25 lbs 1 per 100 sy It. pat ply. Roofing shall he applied parallel to slope of deck On dopes 7'pr font or over, the ply sheets shall he nailed to the 1\ nailer% IH" (17" on RI 20,SS) from the bock edge of each sheet Underlying sheet of all Cnncap and laps shall he nailed with two rows of mails. 3" apart on 3"centers staggered, Concop end laps shall occur over nailer. • VALLEYS AND WATERWAYS shell receive an sutra layer of Comply which shall be at least 36" wide and shall eu tend at least R" up the inclines out of the valleys This ply shall be laid prior to the applies. non of the roofing plies. AM` 1 ATIO •e'+Ir• APPLh ATIONfe: , a; R1 '. • 5.' MI-204 t P �-•,,r,t'{,, 'three pilot y t�A in shingkl Fmbe11 ,plies of Cortpt� Ihtnale; 1 IMp'ne 4/t(form solid map. fahion, om,wng 19'', kit* Qesgp• tl t f fs al 30 M oar P►ncs or t amhar: •rslM�a �" 1 lf. p 'r •� ply 100 y } iHtf116"Polld moppiftg 11 16 12 or 10'lart`t � rs� 25 Ib1 per ffartn sulks rtlopWno of 1Nl of ,uNhil` 1 b piston,using not kiO th in 29 lbs.per 1 1u' �plt Concept atoll be set mo"Iy viainp a 2"shift lap and a 4"slow4% •arm 1�4 R` !'��•ri. • 0*11 boat leaf 3'apart, pr.rst Il` 011Aptaontact between t Rafat partgraUn . 1 of t•etrerai Requ rfinents for prqpfr malimna W asnnfn for elope involved • All application tanunainfntt hDttt'"bMeref u remanlf"Nation free considered part of these spotificatiens.