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16200 SW PACIFIC HIGHWAY-20 16200 SW PkCIFIC HIGHWAY PAYLESS DRUG S'T'ORE /TIGARD TON SQUAT � �, �'�� -•aw w.M .tea ,y� r y� ^�d��.��r d �a'4a in.•.. �•. �i t �� { xM 4 •fib; 1�i { 'l r i ,,y4i ^� y/ J S' f\� �. r 1,. }- a ,.�3� %�.. .e:Yt .�t n�y,;,,•��rb�l.��r � "F v'�� BVI`" {rJ„ r• i A OD t �• 1 i _ I Ol � 4� 1 r. H C) CD Cl, Fes► rn � ,,� �• i CD CN v PLOr 1co 4-4 a Y4 ` a u ro .� .� , p41 C14 0U to 01 CL n U 0v I t r' It i o 41 CD �i En d .. a � b a�. N E'er04 3 + iRR ,� of aaSR✓ } � Up . Y.�s'f+ yy, ntQ' SS AIR, ' S a may. ��M y�y� �,- �. �� y: t��y��1+.A�—•� .i17�p�Y.,y Q-' �.yi1�a� ": tK'Y.',•. :: •,'T67d- l4 : ,,:rl, ', A !!!!�M1.' w^'�.. RSTMI'!f f T'UALA'r1N VALLEY SPFIRE and RESCUE LOO FIRE MARSHALS OFFICE (503) 526-2469 POSTED: OCCUPANT CONTRACTOR BLDG, PERMIT 0_ PROJECT NAME _ PLAN REVIEW I6� LOCATION % JURISDICTION: 1= Be. 2= Du. 3= I:.C.6= Ti. 5= Tu. 6= Sh. 7= Wi . 8= CC 9= WC 0= MC COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL, ❑ Framing ❑ Separation Walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (Overhead/Underground) ❑ Alarm Systom ❑ Hood' Extag Systems ❑ Conference ❑ Spray Booth ❑ Ceiling Cover ❑ Other _ Date: Inspector: INSPECTION NOTICE City of Tigard Building Department P.O Box 23397 Tigard, Oregon 9722.3 Phone: 639-417 f- Aye er5S Type of Inspection Date Requested )— Time—�_A.M. P.M. _�(.+/ Permit #_-- Address Lot #__ Owner --'---- Bui{de. r- The following Building Code deficiencies are required to be correc ed: f -- - -- �l Approved Presented to - f ] Disapproved Inspector Date CALL FOR REINSPECTION l_-1 YES f _l NO 1A MECHANU'Pil PEPMIT F CITY OF TIGA RD A MYPEPM11' NO . E.J M391000 &C COMMUNITY DEVELOPMENT DEPARTMENT DA'TE ISSUED: 7/25/89 13125 S W Hnll Blvd..P.U.Box 23397 Tigard.Oregon 97223.(503)639-4175 PRIM. Pt 1308 ADDRESS : 16200 !6iW PACIFIC HWY S . 1) TAX MAP/1-01' SUB; '1*1('.%',ARD *1*(')WNI::'. F-iQtJAI:4r-'. LAND LISE : I'T'EM : NO : NO: WOPK CLASF� : NEW F1.JPNACE. <10011K AIP HANUIL-141 <10 USE TYP'Il': C.OMMr-.:1',KIAL. F'UI1NA(:X: 1.001K+ AIR I-AANDL.P 10K CONST' . TYPIT 3::I.:I:N F'-DOW F'LII1NAL',E*. EVAP.COULEP UPP . BP HPKAIIA-1 VENT FAN VENI VEN'T . SYLYTEM 1.-)LN/(::OMP <131-IF) 3 11-110C.19 NO . S*T'O WI:E S :1. HI-1-4/cIOMP 3-45HI) :1. INCTNr--:PA'1I*CP(DOM UWr-KI-L . IJNI:*T,!.; : 81 RICUMP 1.!15-301-1p r INC..':I:N1:::PA'1(11:4(COM 1,Y14K G A S R I WCOMP 30 150HP r4k:PAIP (JNI'T'S MAX . :LNI:*'tJ*T* ;.235000 BI P/COMP 504-HP (YTHEII FJPE I)MPAS'? NO GAS F-31PING OIL111 E 1 7 HIGH 1441-557 NO LOW PRF:S1S'? YE.5 Ql::.MArWS : 0 Pa y I vp ia vi D r LI N $1.0 . 00 W N Pi-AN 141:V:I:1=W $20 '75- E R FIXI'LiPES $73. 00 !F,*T'A*1'1'.-: *TAX 111141. t C 0 'THOMAS Jr-'-PRY N T CA-LIN'tPAL I--IEA*T:l:N(.', AND I 10 AN ( ND R 720411 NIii: 7151' ST A C V at n ci n ii.11 V t" WA 9H662 T 1:1-10�*:: 117�0611 P-56 1.-16'11. 0 R PECIIS141AIJON NO . ('. cAntll-vtl 11YTAL : $1.0 PECE I P'T' NO This permit Is issued subject to the regulations contained in Title 14 •„„„,,,„„__, ... of the TMC, State of Oregon Specialty Codes zoning regulations and all other applicable codes and ordinances, and It is hereby PI-KIWILIJAN-:1) INSPEC'T TONI.; agreed that the work will be done in accordance with the plans and (.,AS LINE:: specifications and in compliance with all applicable codes and M1411HANCIL.. . SYL-0'1*--'M ordinances The issuance of this permit does not waive restrictive 1::*J'NAL. covenants Contractor and subcontractors shall have current city business tax permits This permit will expire and become null and void if work is not started within 180 days.or it work is suspended or abandoned fnr a period of 180 days any time after work has commenced. It shall be the responsibility of the permittee to P.6sure all required inspections are requested and approved ermi ee Sign Issued By SEPARATE PERMITS REQUIRED FOR WORIk' OTHER THAN DESCRIPED ABOVE City of Tigard '43125 S.W. Fiail Blvd- MECHANICAL PERMIT Rewipt* RO. Box 23397 Permit Tigard, OR 97213 Description 639-4175 Tebte 3A Mechanical Cod! QTY PRICE. AMT 1) Permit Fez -0- -0• 10.00 Nanw or oevetV,yent^ 2) Supplemental Permit 300 - Job Furnace to 100,000 B'.0 A Address �' 1) incl.duds&vents_ _ 6.00 Tax W map No. Furnace 100,000 BTU + 2) 7.50 ind.dins&vents lnt 9bd, Sut�Qivisbn - -- Name to twos of WSW=) 3) Floor Furnace t. ) incl.qtr',t 6.00 Ms*v AddersSuspended heater,wall heater Owner 4) or tkx.0 mpunted heater 6.00 cityrState $ 5) Vent no!;,tcl-in — 3.00 applir aco_permit Repair beating,reirig., 1. 7 6) cooling,absorption unit 6 / re s rA � Boilerorcompto3HP 6.00 — absorp.unit to 100,( BTU 00 1 t Occupant Cityi�tete ` ZIP Boileroreompto3HP-15HP 8) 11.00 absorp.unit to 500,000 BTU Boilerorcompl5-301-113 absorp.unit th-1 million 15.00 Z),66 MalkVAddess / 10) Boilcrorcompto30-50HP 22 C--titractor �'C ��t t I^ absorp•unit t-1.75 million yy OtyrState ZIP Boiler orcomp to 50 HP 11) absorp.unit 1,750,000 BTU 31-50 Sate FiegMration No Ciry eus.rax No Aii handling unit to 12) 10,000 CFM 4.50 1 Air handling unit hereby WknW,edge that I have tea4 ers aopiration eat eve hdo metian given is 13) t 0,000 CFM + 7.50 oor•ed,that I am the owner(x auttwized agent of tie owner,that plans submitted are in - oon,<tiM"with Stab Laws.that I am registered with ete Sate&Alders'Boma•Rat the Non p:)rtable txarnnber giver,is rrers (R l Ir e¢empon State registration please give reason Wow). 14) evaporate..,. !Cs 4.55 —._—_ ------ "—------ -- — I S% Vent tan connected �" 3.00 to a single duct /__ ("00 _^---" - _.-- ---- -- Ventilation system not 16) includccl in appliance permit 4.50 4 Hood served by 17) mechanical exhaust 4.50 Slpnahtrs(owttat a agent) -�--- _ _ Oate DOm85liC type Describe work addition FJ alteration El repair [I18) incinerator 7.50 to be done residential ❑ non-residential IN Commercial or industrial -- ty) type incinerator 30.01) Existing use of _ building or properly Other i.e.,wood stove,water Proposed use of 20) Other solar,ciothh�s dryers,etc. _ 4.50 building or property_—__- _—� 21) Gas piping one to lour outlets <: 2.00 d� Type of fuel- oil ❑ natural gas [q LPG ❑ electric U , — —' - — 22) More than 4-per outlet NOTICE --- -- THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON- SUB-TmAL 00 STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 _ 5% SURCHARGE _AL_ DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR PLAN REVIEW 256 OF SUB-TOTAL ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER ----- WORK IS COMMENCED. -� TOTAL V0 .1 Special Conditions P.O.Wx ZU9r1 (:'ITY OF TIGARD PLUMBING 131 _cW tbU M.W. Applicants must hold OregonReglstratiort to conduct a plumbing Tim CR 97213 PERMIT 639-41.7 business or must be property owner/operator rot hiring outside Wp. Name of Development , '� 7 I Plumbing Permit No.c 'Addrest Descnptlon _ ��U J ORS 814-21.610 OUAN. PRfCE AMT, Job Tax Lot Map.No. - Addrvas FIXTURES I.ol Block Subdivision Sink 7.50 1,S o or ren ss -- Lavatory 7.50 Tuts or Tub/Stower Comb. 7.50 MAWV ess -- Shower Onty _ 7.50 Owner t;ky% to ZIP _ WalefCloaet NZ� 7.50 Dishwasher 7.50 _ Phone Garbage Disposal - 7.50 )(' — Name Washing Machine - - 7.50 �tfi"s r Flax Drain �— _ - 7.50 cess Fla Water Healer Occupant /Stale - — T LaundryRoom Tray - 7.50 Urinal - 7.50 )t 1 -'- "Phone Other Fixtures(Specify) _ 7.50 F"-- �/1 7-50 Lam_ miss-. Phone 7.50 Contractor LVY/State 27p 7.50 MISCELLANEOUS City Bee.Tax No. Sewer 1 s1100' 30.00 ��ty�.� O. tate ruilbell i. Sewer♦a.AckX 100' — 15.00 _ (Flasden6a>) W_aterSeMce/at 100" 20.00 I hereby a,:17 ledge that I have read Oils apptfcatlm"the krlorrreticxr Water Ssrvios ea.Addhl_�r -^15.00 _ pheon Is correct,slat I am roghsiered with to State BtAdoes Board,and also SUM b Rain Drain 1 al.1 LIT 90.00 hew a State Pkmtting tioenee that the numbers given aro coned Mint all --- pl rnbKV work vAll be done In soconlanos wtth appinxble provk1orm of Oro- Stone li Pr}n Drain Addit.100' 15.00 gon Revised SZ.3"es Chapters 447 and 093 sed appkmble 00de8 Ord that Mobile Horne Space 25.00 no help will t»ernploW uniesa iloenW under ORS 60(K exempt from - -- - - State reglawatIon,please give reason below). Bade fiow Pn rnnbon 40MEOWNE--RS--I h oreby ceANy Cxf I am dro owner of the property dA Device or MG'Ilollution Device 7.50 -- sorbed above.of whictr location 1 propoee to male a pkentbYg installation Ion Any Trap or Wsow Not my own use and this property in not being taktnuted for sale.lease cw rent. Comafed to a lin". 7.50 _ --__--_-------------.----__-_-- _ Catch Basin ---�7 --- 1.50 k".of Exit.Pkrnbktg 40.00 Per K. -T----- -~ ^'---- -—-- --- -- -------- Specially Requested Inepoctions 40.00 Per Hr. --.._.� -------------------__--._ _ ----- Alter.of Pkr t*V wfCMn an EAe*V Bldg. 15.00 min. _ AUTHOn(ZFD SIGNATURF - Dade Nen'Bldg.or Build.Addton 26.00 min. — ------- �--- ---- 4MIe f2fNl Describe work new(] rode oKt if 1 atwatiort() rnspalr❑ dwellirl� ]5-Q7 to dome reskiential ran feak4erttial�;� F_Xi%*p use of Q>1JtMV of prop"- -.. --- -- - _ _- .._-.., ,- *Uf1-TOTAJL /i"s L)") kPrqpow Ulm Of / � NOTICE - This paanll baoomee hull and vola 41 work at oonaau rAlon autiarized k not oxn- 4, S (l trtertoad willtirt ISO drfpsm 9 oenrruallon or work k suaparded or abutdored for a period of 180 de"M any&m sdbr work Is oon'r%onued. t!M'1�OIAL OOMD�TIOtdfl_ __---- -._-__-- Dote Issued _- by _-- ° TUALATIN VALLEY EIRE AND RESCUE FIRE MARSHALS JFFICE 4755 S.W.Griffith Drive • P.O. Box 4755 • Beaverton,Oregon 97075 • (503)526-2469 July 7, 1989 Warren Oliver Company PO Box 147 93 SW Foothill Road Lake Oswego OR 97034 Re: Payless Drug Store, 16200 SW Pacific Hwy, Tigard Town Square, Tigard The plans submitted to this office for the installation of the fire alarm monitoring equipment have been reviewed and approved subject to an on site Inspection and testing of this equipment by a representative of this office . Re: D8112 Control/Communication Panel Manual Station Flow Switch Tamper Switches We request that a representative of your office be in attendance during this test. Please call at least 24 hours prior to such tests. It must go to a U.L. approved station. I am enclosing a list of the U.L. listed stations in our area. If you have any questions, or if I can be of assistance, please call. One set of the plans aze being retained in our file,, and we are returning the remainder to ,you. �J / Fie Parker Fire Mars al Tualatin Valley Fire and Rescue BP:bjl:3596e Permit No. SP 89-95 CITY OF TIGARD SIGN PERMIT APPLICATION The applicant hereby applies for a permit for the work indicated or as srtvwn in the accompanying plans and specifications. SIGN LOCATION ADDRESS: 16200 5W Pacific_Highway ZONING: NAME OF BUSINESS: Payless Drug —— APPLICANT/AGENT: Steve RVrlagpn COMPANY: QregQn Sign �`n_ ` PHONE: 233_g971 The City of Tigard imposes an annual Business Tax which must be kept current on all persons doing business in the City. Do you presently have a c:jrrent Business Tax? Yes ( X ) No ( ) U.L. Label 0 �__� PROPOSED SIGN: (Check as many as apply) PERMANENT ( X ) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS: - EXPIRATION DATE: TOTAL SIGN AREA (Sq. Ft.): p -- WALL AREA (Sq. Ft.): 1225 so ft WALL FACE: North HEIGHT (ft): N/A PROJECTION FROM WALL: 12" ILLUMINATION: YES ( NO TYPE: Intern&. COPY: Garden Center --- MATERIALS: Plexiglass with aluminum cabinet _ - --- EXISTING SIGNS: Payless Druc (SP 89-90) ADMINISTRATIVE EXCEPTION: N/A [X] APPROVED [ ] HOW MUCH % AREA [ ] HEIGHT [ ] COMMENTS: __.�—----- ----- ---- _ - -- --- -- -- PLANNING DEPARTMENT All sign permits must be accompanied by a scale drawing Permit Fee: ,pQ and plot plan. If work authorised under a sign permit Receipt No:Fee: 104455 has not Leen completed within ninety days after the Approved By: VG Issuance of the permit, the permit shall become null Date: 7/05/89 and voi-6. ELECTRICAL PERMIT T CERTIFY THAT I AM THE RECORDED OWNER OF THE PROPERTY REQUIRED: YES (X ) NO ( ) OR AW AGENT UTH0RIZ BY THE OWNER. AUILhING PERMIT _ --- - ------------ REQUIRED: YES ( ) NO ( X) itppiicant s Signa 4 i4-4-SF-17tY�--Port] Address Telephone- Permit No. ;R AQ_gd_ CITY OF TIGARD SIGN PERMIT APPLICATION The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: 16200 SW Pacific Highway ZONING: _C-G NAME OF BUSINESS: __Payless Drug APPLICA.WT/AGENT: Steve Burleson COMPANY: _Q �,r, ��C,y_ — PHONE: _23 .9971 The Clty of Tigard imposes an annual Business Tax which must be kept current on all persons doing; business in the City. Do you presently have e- cu-rent Business Tax? Yes ( X ) No ( ) U.I.. Label N/A Ic�CS QTSC l:.�C TQSTSY- ----------- PROPOSED --------SC PROPOSED SIGN: (Check as many as apply) PERMANENT (X ) FREESTANDING ( ) FREEWAY l ) TEMPORARY ( ) WALL ( X) ELECTRONIC ( ) OTHFR ( ) BILLBOARD ( ) BALiAON ( ) SIGN DIMENSIONS: 2' X 15' EXPIRATION DATE: TO',"AL SIGN AREA (Sq. Ft.): 30 sg. ft. WALL AREA (Sq. Ft.): _1225 sq. ft. WALL FACE: North _ HEIGHT (ft): N A PROJECTION FROM WAIL: 12" ILLUMINATION: YES (X NO —� TYPE: Internal COPY: Pharmacy MATERIALS: Plexiglass with alwnirlum cabinet --- EXISTING SIGNS: "PAYLESS DR.UG" (�P 69902) _ --- ADMINISTRATIVE EXCFPTION: N/A [X [ APPROVED [ ] HOW MUCH_—X AREA [ ] HEIGHT [ ] COMMENTS: ¢—�-rcc�a_cc—za-ze==egr ca==.^�•___c___ �s_.�'L—.�Q!CS2':S!lCICXQQS-!!QS[SLQS'QQSSS6SC C32QZ6QQ GSC S��- PLANNING DEPARTMENT All sign permits must be accompanied by a scale drawing Permit Fee: �25.00 _ and plot plan. If work authorized under a sign permit Receipt No: 104455 has not been completed within ninety days after the Approved By: VG _ issuance of the permit, the permit shall become null Date: ,7/05/89 and void. FLEt;TRICAL PERMIT I CERTIFY THAT .t AM THE RECORDED OWNER OF THE PROPERTY REQUIRED: YTS ( X ) NO ( ) OR AN AGENT AUTHORI BY THE OWNER. BUILDING PERMIT __ REQUIRED: YES ( ) NO ( X ) t+Npiir_ant's Signature 4644 SE 17th Pnrtlanrd, OR 97711 ___ 233-9971 Telephone Permit No. Gp Rg-9C CITY OF TIGARD SIGN PE MIT APPLICATION The applicant herebv applies for a permit for the work indicated or aq shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: 16200 SW Pac-,fG HighWay ZONING: _ C-G NAME OF BUSINESS: APPLICANT/AGENT: Steve Burleson _ COMPANY: Ore�Qa SigasPHONE: _ -9971 The City of Tigard imposes an annual Business Tax which must be kept current on all persons doing business in the City. Do you presently have a current Busin,�ss Tax? Yes ( X ) No ( ) U.L. Label Q N/.A rl saesaa a a�.a•sa sasassssaa:s:su ss:Maa sasrsaa----�rassas::saa�ass:asys�aeaaazr.szrz cr=e r-caz s=sr-n PROPOSED SIGN: (Chrrk ;as many as apply) PERMANENT (X ) FREESTANDING ( ) FRErVAY ( ) TEMPORARY ( ) WALL ( X) ELEUTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALIOON ( ) SIGN DIMENSIONS: 2' X 15' _ EXPIRATION DATE: TOTAL SIGN AREA (Sq. Ft.).' 30 sg. ft. ---- WALL AREA (Sq. Ft.): 1225 sg. ft-_—_ WALL t._ - WALL FACE: North HEIGHT (ft): N A PROJECTION FROM WALT.: 12" ILLUMINATION: YES (X NO TYPE: _nLevia1 COPY: Pharmacy MATERIALS: Plexiglass with aluminum sADinet -- EXISTING SIGNS: "PAYLESS DRUG" (Sr- 89-900 ADMINISTRATIVE EXCEPTION: N/A IX ] APPROVED I ] F10W Ml1CH X AREA i ] HEIGHT I I COMMENTS: cxa==a•-'-�--c._.__-r_-r-r_a^-sa�av=_._aavaaaz-sa-^_r� —__=s� =._-aaaa��-.--r__s--a=-c.= .-s-�:_ PLANNING DEPARTMENT All sign permits must be accompanied by a scale drawing Permit Fee: $25,00 and plot plan. If work authorized under a sign permit Riceipt No: _10445,j_ has not been completed within ninety days after the Approved By: yam _ issuance of the permit, the permit shall become n+il-1 Date: 7105/89 and void. FLEC RICAL PERMIT I CERTIFY THAT I AM THE RECORDED OWNER OF THE PROPERTY REQUIRED: YES ( X ) NO ( ) OR AN AGENT UTHORI BY THE OWNER. BUILDING PERMIT w- —_ — ---- REQUIRED: YES ( ) NO ( X ) AI)plicant's Signature 4644 SE 17th_Portland, OB.__97 9721J--1 233-9971 Address Telephone_ y 4 r y � W Kil i ••� I i I 4.• � r j i �. I� i 'il •� .br '� 'iT Z I ^I n _I? f., .- q V) aI it e { i a a ;� t► —� TOI At LAWS AAAA-00f 000 IO./T. - p-�fY W OUILOIMO ASIAOI YAAOMI-111.200 00,M. $R0r0- 10.0OO SO.f T, 0M0rI IIrAMIroM 242 Ia.rT, ►AOI-tI,ON Sall. % « r TOTAI-101,000 IO.rT:O0 10.10% LAM00CAH ASIA 100,.00 0O.f1.On 10.7\\ �•• , ( � ' 1 l PATI"/"ALSO ASIA-002,000 SO.".Or 00.00• I TOTAL rASA1MO ISOTIOIO- 010 —1 1i°`.r �' .r-2'-+1 —lam '.. '� 0 low' r -1 / � c..� c-,I-II{ t • - f ,�. 0 le i ; /PAT/01T -61 44 of AL 1 � � � �.� �11'�►I'A' ,Cy % jl wq r rift."AGW W. �i TMAW .,.... ,. %fir ,A '� �I •�_ ''��I •� •n' �7e i a frr+tr-!'�1—"rr b�+'[vc=4jjt{L�2k•�`.LKr'_jylWtjZ*_�'�io';r�bll•d �.�{ t+.e`L�.�i�yy�it�'?'_l�`-41td..F'—lt'!_�± v_s� ar4,91,5' �, �, �.,� d9 i o a � 3 •d ��♦fir' y 46 M»ni A'ay 1 - Mrw• Ow N•'.tom �} � I Q •1'1• ••n. rr. or• r �� I = �•,K� .lr., U 4291 X ww.. J' AFEA Lj LCM W� •"' H , COWACTOR �. !•�-r—r�(,r I I �L47 I . / i I a 1 Ld FI N"F T NEST NOTES Z Q O •..« O I r. M..�..�......�^u ^«+w r 1 r+��... .^•r+..rr «. «.«r «•r.«.«._«Y...�.w:i. .^.•_r«�..« � -1 Ld _r»u wi..++.�.w w w»..�...0 s .0 .... «.u.«i«.....«.«.n.w.M. ^..«N......- Y..•n «u _rnu r«..... 4"21/1 Ir. r....»,.ren.�..».r r.«,r.w r.r•.r.,».w. ..._....ru.wu«� r...«,«�..•« .».w �J1 •....,.».�Y.w._....._....« ew- r. _ /►� �...mow_ «.r....«. «.«....... .«. ..- ...•,.r«,«. •-4..t"'y"\~) '• r•'w rte„_ w r.._i w Yh.•s».M.�.w � r r.• •«« (.1 Y ,.nr. = �_ �.! w ...Ttw v Mme»w• \/ Y R ti~.r«-11 r�r»•ti Fr-•r.,_r__ }`[J , '�•«_«r��1�-r rte••.. . r W. Mp1 T[ Com:•':__ ..• ......... .. ^�. .....«..�..._.......» _f� �a,[ntp 11(vn[D .•' ..,u, w V� 'u wrr r«..........r. '[ «....,...—^`« ......,r,�.r..+�.-.w w.Y.».r..r.«. •o xn ww... r.. ..,:w.�•. (�I �`� w. »r_ ,«.w». _ w .««r « ... .r r. ... .. •.»..�.. �\rru•rccT�wK(� jam' Arron rv� O �� SITE PLAN CU i CITY OF TIGARD - RF"CEIPT OF PAYMENT FTC; NO: C)0104455 CHECK AMOUNT 15c). OLI NAM!- OPE.'6 11'4 SIGN C ASM AMCIUNT o0l,rTESS: P.O. BOX l?600. F,A Y M ri.lV7 1)ATE- 0 ' -Ca`3- F3`7 I YAP.L I MA, 144 9F15'179 BLOCK, PAO/ ADDR' F'i.IF'F'CI6iEC OF F'AY IE:N T AMOUNT PA I Cr PURPOSE 0V PAYMENT AmourJ'r P(A I1) USE Al"PL. H.AT L CINH ':�P 89-94 8s SP 89-95) THANK- YOU f T CI)AL AMOLIN f PAID -• - -- 50. 00 Permit No. SP89-90 _ CITY OF TIGARD -� SIGN PERMIT APPLICATION The apnlicaat hereby applies for a permit for the work Indicated or as shown in the accompanying plans and spectfications. SIGN LOCATION ADDRESS: 16200 SW Pacific Highway, suite-E ZONING: _ C-G NAME OF BUSINESS: Payless Drug APPLICANT/AGENT: Steve Burleson _ COMPANY: Oregon Sign Company PHONE: 233-9971 The City of Tigard imposes an annual Business Tax which must be kept current on all persons doing business in the City. Do you presently have a current Business Tax? Yes ( X) No ( ) U.L. Label Q ......N/A ��s�:scaaea��::ss:�v��a:s:esatazs�+e�sasrna�asRas:Baa«=��=s�w�aa�srmrsseea�saasa�ss s=.�-asa ` PROPOSED SIGN: (Check as many as apply) PERMANENT ( X ) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL ( X ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS: _3' x 4r;` _ EXPIRATION DATE: TOTAL. SIGN AREA (Sq. Ft .): 120 WALL AREA (Sq. Ft.): _ 1200 WALL FACE: North _. 14EIG14T (ft): - PROJECTION FROM WALL.: 6" _ ILLUMINATION: YES ( XNO TYPE: ,Internal COPY: _Payless Drug MATERIALS: Plexiglass and neon_ --- EXISTING SIGNS: _ — -- ADMINISTRATIVE EXCEPTION: N/A IX] APPROVED [ 11014 MUCH % AREA [ HEIGHT ( ; COMMENTS: ------- - -- _�.._ — -- —. _r---- --:-saes--ssyscasr.—�asc PLANNING DEPARTMENT All sign permits must be accompanied by a scale drawing Permit Fee: _$35.00 and plot plan. If work authori-zed under a sign permit Recent No: 104384 has not been completed within ninety days after the Approved Ay• VG . issuance of the permit, the permit shall become null Date_- - X89and void. FLEC'PRICAL PERMIT I CERTIFY THAT I AM THE RECORDED OWNER OF THE PROPERTY REQUIRED' YES ( X NO ( ) OR AN AGENT AUT%WIZED B ER. AUILDING P1:RMiT REQUIRED: YES ( ) NO ( X) A ppticant's Signature 233-'Pt 71 n,1,i.-��c T Telephone t Permit No SP89-90 _ CITY OF TIGARD SIGN PERMIT APPLICATION The applicant hereby )lies for a permit for the work Indicated or as shown in tae accompanying plans ane. bpectfications. SIGN LOCATION ADDRESS: 16200 SW Pacific HighWAy�_ 2uite_.]i— ZONING: C—G NAME OF BUSINESS: Payless D,--ug APPLICANT/AGENT• Steve Burleson COMPANY: Oregon Sign Company PHONE: 2133-9971 The City of Tigard imposes an annual Business Tax which must be kept current on all persons doing business in the City. Do you presently have a current Business Tax? Yes ( X) No (. ) U.L. Label N/A arca=a.-.zr7eisaasasaaaaaaaaaaieaasaaaav►�saasaaaaaaaaaaaaaeaaaaasaaaaaasaaz:saaaaasas==as===asa PROPOSED SIGN: (Check as many as apply) PERMANENT ( X) FREESTANDING ( ) FREFW&Y ( ) TEMPORARY ( ) WALL ( X ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS: 3' x 40' EXPIRATION DATE: TOTAL SIGN AREA (Sq. Ft. : 126 — WALL AREA (Sq. Ft.): 1200 WALL FACE: North HEIGHT (ft):�—� N A T PROJECTION FROM WALL: 6'' __ ILLUMINATION: YES ( X ) NO i TYPE: Internal COPY: _Payless Drug MATERIALS: Plexiglass and neon - EXISTING SIGNS: ADMINISTRATIVE EXCEPTION: N/A [ X] APPROVED [ ] HOW MUCHX AREA ( ] HEIGHT [ ] COMMENTS: ^- PLANNING DEPARTMENT All sign permits must be accompanied by a scale drawing Permit Fee: $3- .00 _ and plot plan. If work aut-hori7ed under a sign permit Receipt No: 1043_84 __ — has not been completed within ninety days after the Approved_B VG issuance of the permit, the permit shall become null Date: 8 and void. ELECTRICAL PERMIT I CERTIFY THAT I AM THE RECORDED OWNER OF THE PROPERTY RFQUIRFn• YES (X ) NO ( ) OR AN AGENT AUTH ZED BY.TH$--'(�PNER. BUILDING PERMIT RF.QUIRFD: YF':, ( ) NO ( X ) r+►,ptirant's Signature _ �`_ - wi I I: J � ro w < W700 uj I. iz NO li Num O i x r I;yl I � 1 ru � } ,r .J' J M Fu fr a " �W N IIdy WO 4 , u 7 11 XI p W �'I W L= r J n 0 fo °� a �� int Qo o1, tiTM i � 1 t lis' I W I I��Vi f,4 s r..0 Q / W W N I 1 n IW Wt Itp I W:�p d n , 0 ntI 0aQ ! M ' dd fn Q a Z I I Z 4 Q I 19 i CITY OF T WAR D — REC;E I f T CIF P,, 'YMENT REC NO x 001104'.184 CHECK AMOUNT a 3!j 00 NAML HEATH NOF'',:THWE'rT, INC. CASH AMOUNT ADDRE%35 4544 BE 17TH PAYME%N F LATE C16— 9•-0" PORTLAND, OF 972.11 BLOLK NCI,,'ADDP: 316tl Pl--RM t T F F F_ PURPOSE aE OF PAYMENT AMOUNT Pfd I ik F'l.1P W:iE OF PAY'ME'NT 6.)moUN'F F,,A i u LAND USE APPLICATIONS 5113N PERMIT FF E SF' 69--90 I I 1 I Hf)W. 'UU i TQT611. AMOUNT PAID INSPECTION NOTICE City of Tigard In ilding Department P.O. Box 233971 Tigard, Oregon 97223 Phone 639-4175 Z; Type of Inspection Date Requested�S¢ ZV-" A M cP.M. Address _�L - Permit #_O- Owner Lot # Builder11 �7-LG- -The following Building ':ride deficiencies are required to be corrected: Presented to ❑ Approved Inspector __��_ ❑ Disapproved Date CALL FOR REINSPECTION [] YES 0 NO PL.I.JIMSING, V)EPM]"T F CITY OF T'GA RD " NPI (391.007 TY017ARD YRIGON D A 1'EH, 1.S S U F 1) 15 69 COMMUNITY DEVELOPMENT DEPARTMENT PRIM . PKI .NO 0911.006 13125 S.W.Hall Blvd..P O.Box 23397,Tigard.Oregon 97223.(503)6394175 ,A]IR ADDr4F!'55 : 1.6i?00 SW PACIFI(:: I-My 5 . 1) TAX MAP/I 01, 5LJI9: 'TJ:(.;ARD 'T'OWN[;: SQUARFi. L..i 13K : I-AND USEK: I-01, SIZE:-. uru m : N NO: WORK Cl ASS : NLIW WAI'E'W CLO5IE61' e4 144AP USF- '1'YI-*1E: COMMI'AICTAL UPINAL 1. DKF'1-.0W PIPJ141*14 CONSJ' .I'Mi, 1:T-1.N LAVOPA'TORY 3 1PAP PRIPILP ' 0C,clip.GAP . BS 2 'TUP HOWE"R TRAPS DISHWASHF'A (*.;ADBAGr:-"- DISPOSAL NO. 51'OPIV'S : :1. WASHINCMACHYNE. DWE:L.L .LJNJ:I'!:) : I AUNDRY MAY ( DI.A FLOOR DRAIN SINK WA*T'[*.:P Wl' PFKMAP1<!:) New F'nYl Ei? 5 1,01"P P fril,n , i? c.-U211 b%"Ith FECES : 0 Westwoocl Cvir-pcirilLt:1.131-1 PERMIT $165 . 00 W N FIX111PES E 'TA $ R -X 0 11.1111,11 1 25 C 0 N HEKI-LUM' S INC T Sl::-* HAWTHOPNE--- AVE-,'. R A P 4:11-t I ilk 1-1 cI 014 9721,e1 jPHONE' (30*311 r^-'31.•-"81305 0 RE--U.,TL.s1'PA1'T0N NO. Hel.l.i.tin R RI CE.3:P'T NO. c) This permit is issued subject to the regulations contained In Title 14 of the TMC, State of Oregon Specialty Codes,zoning regulations and all other applicable codes and ordinances, and it is hereby PIJ3.UNDEJ45I.-AH agreed that the work will be done in accordance with the plans and N specifications and in compliance with all applicable codes and Pi Eq . 'TOPOU'T ordinances. The issuance of this permit does not waive restrictive RAT.N DRAINS covenants Contractor and subcontractors shall have current city business tax permits. This permit will expire and become null and S'YORM DRAIN void If work is not started within 180 days,or if work Is suspended or F NAI_. abandonedfor a period of 180 days any time after work has commenced It shall be the responsibility of the permittee to assure all required inspections are requested and approved Permittee Signature \1 I AL.I.- 639-11,71 Issued By: AJ-- SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE CITYOF TIGARD I`0A11A1T,LAN)OT.N( HVIUF1049K1A CIT' COMMUNITY DEVELOPMENT DEPARTMENT ORIGON 0 06 13125 S W.Hall Blvd..P., Box 23397,Tigard,Oregon 97223.(503)639-4175 5/ e.1 o(� JOH ADDPI*-:'.!ii':i : 1.6P.00 F-M VIWY la I AX MAP/11 .011 GUrl: 111A.A. 11:41) IIJWN11 5QUAV-411K 11.1' : 13 K LAND LHA-i- 1-0,11 VAI UA11 ,113IN : 60? , 000 Mt:,.I 1:0-1 .:K!5 F,WON 11' PI:::AVi IMIRK ("I'L.-AiP5 NEW (.IN"I.J15 EFA, : I'll: lyl%,I,:: : C"CIMME.14C.A.A.L. INIC) . lel-i.DRULIMS : EX T WOL I.. CON51 AR41"i T . 1*YPI:-i: : 1:11 IN NO. 13A TA-45 : N:NVI 5 1-.::is VIR W . ir.-2 I PRO F . 01'U*NJ'N W . I.X)AD (389 N:NP 15 :Nn 1:.: : IAJ V r.rIZ4 o.Y-5 POOF [:,(:)NS'T' : A FA*I:*IF,. V�FA "I Y I,'j ;-�ND Sr.:*PIAP"? NO PA 1 1: 1.) NO NO 11:'4ATED: NO W -A,1 V11i: LAPM? NO 11%1.001:4 1. 01)1:� . :1,�25 A !:iPI4Ifl 111? yl:::!5 A DIj- 7 N(:1 HAPKIJ 0 W !-+:A:lM1 1 900 ..50 N F 13,3 $760 P0 TAX 9 115 U;', C 0I::'Iv1I:::N'7 0 N �i T OPM) T R 1)1:1'.;'141 1"1') 1 ('11 r4 r*(4)1:4 A T 10 14 P 1;::F.V A vitj lvill.qll')y C 111(11:411. Ar 4 D (111:4 9720 1, 11I)PEP6a] D < Ill 1 9 5 0 R This permit is issued subject to the regulations contained in Title 14 011-AM-AP'T NO 70 C/ of the TIVIC. State of Oregon Specially Codes. zoning regulatiors ..........................•••••............................. and all other applicable codes and ordinances. and it is hereby TPED T.NF5I-1F::(:-T TONS agreed that the work will be done in accordance with the plansnd GL.Atil specifications and in compliance with all applicable codes :nd ordinances The issuance of this permit does not waive restrictive FF'(:UNDA IAJ:)N WAI L. covenants Contractor and subcontractors shall have current city Pti. LINIF MA!A*JN14Y business tax permits. This permit will expire and become null and void if work is not started within 180 days.or if work is suspended or MOOT NATA 1:N L., abandoned for a period of 180 days any time after work has commenced It shall be the responsibility of the permittee to assure M'501 A41:C)N all required Inspections are requested and approved (:1Y1' 11:1 I'-*-'N U ,CX J*1 1:Nt:% NAI perm Signature " Issued By IW O'I! I " '"ET THAN DESCRIBED ABOVE SEPARATE PERMITS REQUIRED FOR RK OTHER RD Jms'( CINOFTI� EWF-:A:;i I:.*,I:. cITYA�6111111111 r"I;J:1M.I: T- NO. SE.,891.009 4 COMMUNITY DEVELOPMENT DEPARTMENT 011190" 13125 S W 14811 Btvd.P.O Box 23397.Tigard,Oregon 972223,(503)639-4175 l* eli2 00 I.iwy lox, 01, USA NI.JMDI:::F'., : "AH". 'T OWNE of VANo 1.1 al=: : SQUARIH.* L.T ; F:!I < S ! NFU WJ- 0-1 ift.11 -ici r,(. jittj.E,,,III, 1:1.1' LI-1*!11120 cllay!u fr*c):n thive dotte Wi.1.1 bw JT AcIf-ric'y c113ovi, ncit oij.chvp %&Wear. t I;k,. foo)t 13 r, !l;(J cill;till 1. Aqrelic!y W:1 ,11. 1 ci :I-MPI:40VI;J1I:.:N'f YI-!:j W N 1%WE)0(1 1 F P 111 lei 5 0 0 ::i00 0 NI C 0 1+It:.:14 0 N T R 1-41:1 :316,10 (4) A .I()..j() , C iw OR I 'IAONF: 1-:'000 This permit Is issued subject to the regulations contained in Title 14 of the TMC, State of Oregon specialty('odes.zoning regulationsNO _37 and all other Applicable codes and ordinances. and It Is hereby .............................'•'"".................- agreed that the work will be done In accordance with the plans andttic.(lL1.1.6tic.laT(:1N!;; specifications and in compliance with all applicable codes and !;;I,;:Wl:::r;l ordinances The issuance of this permit does not waive restrictive covenants. Contractor and subcontractors shall have cur--int city business tax permits This Permit will expire and become null and void it work is not started within 180 days,or if work Is suspended or abandoned for a period of 180 days any time after work has commenced It shall be the responsibility of the permittee to assure all required inspections are requested and approved Per ee Sig X, a Issued By, SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE TUALATIN VALLEY FIRE AND RESCUE FIRE MARSP ALS OFFICE 4755 S.W.Griffith Drive • P.O. Box 4755 • Boaverton,Oregon 97076 • (503)526 2239 May 3, 1989 Betty Wollam Westwood Corporation 3030 S.W. Moody Avenue Portland, Oregon 97201 RE: Payless Drug Stores Tigard Towne Square 16200 S.W. Pacific Hwy. - Suite D Dear Betty: A f'i're and life safety plan review was conducted on the above captioned project for compliance with the 1985 editions of the Uniform Building Code (UBC) , Uniform Mechanical Code (UMC) , and the Uniform Fire Code (UFC) , as amended by Washington County Fire District No. 1's Ordinance 86-1 . Plans are conditionally approved subject to the following: 1. Two Hour Separation Walls: Area separation walls shall be extended to the outer edges of canopies . . . UBC Sec. 505(e)2 a. When the horizontal projecting elements contain concealed spaces, the area separation wall need only extend through the concealed space to the outer edges of the projecting elements. Ex(.,,!pcion Paragraph 2. b. The exterior walls and the projecting element's above shall be of not less than 1 hour fire resistive construction for a distance of not less than the depth of the projecting elements on both sides of they area separation walls. Openings within such widths shall be protected by fire assemblies having a fire protection rating of not less than 3/4 hour. Exception Paragraph 3. C. The outer corner of the canopy, directly below the 2 hour area separation wall., shall be supported by a structural element of not less than 2 hour fire resistive construction. UAC Sec. 505(e)3 2. Two Hour Fire Resistiveness: Please verify that cell halls of CMU's will. comply with the requirements of UBC Tbl. 43B, Items 50 through 33, whichever one wculd apply in this case, and Footnote 08 b,tty Woll•im May 3, 1989 Page 2 3. Control Joints In Two Hour Wall: If control joints are planne.i in any section of tn? 2 hour area separai:ion walls then a listed 2 hour fire resistive listed system shall be used to pack the opening. Please provide this office with information on such a system if control joints fall within sections of the area separation wall. 4. Garden Area: Automatic sprinkler protection will not. be required in garden area as long as only shade cloth is used to cover this space as designated on conditionally approved plans. If the area is ever roofed over, automatic sprinkler protection will be extended into this area at that time. Automatic sprinkler protection shall be installed inside and under front canopies. 5. Exit Door Hardware: All doors shown on the drawings must be openable from the inside for immediate exit at all times without the use of a key, special. knowledge, or effort. UBC Ser.. 3304 6. Exteri.oi Exit Door: Hardware for the exterior doors and key operated deadlocks may be permitted where there is a sign posted on or over the door reading, "THIS DOOR MUST REMAIN UNLOCKED DURING BifSINESS HOURS" in letters not less than one-inch in height on a contrast int; background. UBC Sec, 3304 7. Double Door Har 'ware: Where exit doors are used in pairs, approved automatic flush bolts shall be used on the secondary leaf. The door having the automatic flush bolts must have no door knob or surface mounted hardware. The unlatching of any leaf must not require more than one operation. UBC Sec. 3304 Note: The 3 above items have been called for as doors and hardware sAed+jles were not called out in specifica, ons manual . Please provide this office with complete listing doors and specifications for hardware that is planned to be used. 8. F'irestopping: In all wood framed walls and partitions, firestopping consisting of 2-inch nominally-sized !.umber or other approved materials must be installed at all floor and ceiling levels. Penetrations in this prescribed firestopping to accoirmodate wiring, plumbing, and other similar utility runs must be packed with noncombustible materials in an approved manner >o as to prevent the passage of flame. UBC Sec. 2516 9. InRulation Flame Spread: The insulation, including breather papers and vapor barriers which are not in contact with the upper surface of the ceiling and under surface of the floor, as the case may be, must have a flame spread rating of not to exceed 25 and a smoke development classification of not greater than 450 as measured on the Steiner Tunnel. Test ,ale referred to as UBC Standard No. 42-1 . UBC Sec. 1713 Betty Wollam May 3, 1989 Page 3 10. Electrical Plans: Pruvide this pian reviewer with electrical. plans and speciiications of proposed equipment showing emergency circuits, exit signs, ar,d emergency illumination, etc. UBC 302(b) 11, Mechanical F'_ans Required: Plans referred to and examined by this office contained plans for heating or air conditioning systems. Unless electric baseL:ard heat is employed, complete mechanical system plans for the HVAC equipment and duct work must be ;submitted to and approved by this office prior to installation. UBC Sec. 302 12. Mechanical Equipment Approval: All heat producing and electrical egvipment and appliances installed in conjunction with the construction or occupancy of this project must be approved by Underwriters Laboratories, Inc. or other nationally recognized testing agency and installed in accordance with the testing agcncy�s sp,�ci.fications. UMC Sec, 502 13. Address Required: The tenant sr,dce number must be prominently displayed on the street front where it is readily visible to drivers and officers of responding file apparatus and other emergency vehicles. UFC Sec. 10.208 14, Fire Extinguisbc:r Requirements: Not less than one (1) approved fire extinguisher(s) with rating of not less titan 2,110B:C shall be provided for each 1,500 square feet of floor ar,-a or fraction thereof. The travel distance to an extinguisher from any portion of the bui.ldint; shall not exceed 75 feet. UFC Standard 10-1 15. Automatic Sprinkler Plans: Plans referred to and examined by this office contain no provisions for the alteration or installation of automatic sprinkler system. Not less than t�,rta sets of plans for the installation shall be submitted to this office for approval. prior to installation. CIBC 302(b) SPECIAL NOTICE: DEVIATIONS FROM THE SUBMITTED AND HEREBY CONDITIONALLY APPROVED PLANS DURING THE COURSE OF CONSTRUCTION, FXCLUSTVF OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HEREIN, ARE PROHIBITED WITHOUT THE WRITTEN AUTHORIZATION OF THE WASHINGTON COUNTY BUILDING DEPARTMENT AND THIS OFFICE. APPROVAL OF SUBMITTED PLA14S IS NOT AN APPROVAL OF ISSIONS OR OVERSIGHTS BY THIS OFFICE PR OF NON-COMPLIANCE WITH APPLICABLE REGULATIONS OF LOCAL GOVERNMENT. Betty Wollam May 3, 1989 Page 4 If I can be of any further assistance to you, F'-ease feel free to contact me at 526-2502.. Ci.ncercly, zz Gene Birchill. Deputy Fire Marshal GB:kw cc : Tigard Building Department ✓ Ehman-Klan Associates PLAN CHECK APPLICATION CITYOF TIGARD C PLAN CHECK N _i4_u 5 C COMMUNITY DEVELOPMENT DEPARTMENT ncAwJ PERMIT q � -oU owr / DATE ISSUED _ 13125 SW wn Blvd. P.O.Boy 2M97.Tipsid,Chegm 97M ism)&,w4t75 '+ (�'yt ro — 308 i ADDRESS: 1�1,�� ` ;�\ ,�-��-r, L All f TAX MAP/LOTSUB: LOT: LAND USE: VALUATION: OWNER Clams SPECIAL NOTES NAME: _ ��VL REISSUE OF: _ ADDRESS \ LAST REISSUE FLOOD PLAIN/ SENSITIVE LAND: PHONE: ` APPROVALS REQUIRED CONTRACTOR PLANNING: NAML : ENGINEERING:. _ ADDRESS: - t_~ FIRE DEPT _ __1 ! OTHER. y PHOIr: �,7 ITEMS REQUIRED LIST/SUBCONTRACTOP.S: _ ARCH/ENGINEER BUS TAX: NAME: _ L i 161 a L-t LLAAU �SSr)C�/1�_, CALCULATIONS: ADDRESS: 1 _1 S.�j_ 1 j t ji— TRUSS DETAILS: PARKING PLAN: _ LANDSCAPE PLAN_ PHONE: �d Jul- �l.2,;1 ] OTHE^: — COMMENTS: PERMIT M ACCT 0 DESCRIPTION AMOUNT AMOUNT PD., bAL. DUE 10-432 00 Building Permit Fees 10--431 00 Plumbing Permit Fees 10-431 01 Mechanic+il Permit Fees 10-230 01 State Building Tax (5%) , '�,= Bui1,1ing Plumbing Mech ___ 10--433 00 Plans Check Fee Building Plumbing �— Mech 30-443 00 Sewer Connection �� 30-2.02 00 Sewer Connection 30-444 00 Sewer' Inspection 51-448 00 Street System Dev Charge (SDC.) 52-449 01 Parks I System Dev Charge (PLIC'.) _ 52-449 02 Parks TI System Dev Chary@ (PDC) 31-450 00 Storm Drainage Syst- Dev Chrg (SSUC) 10-230 09 1RFD (95X) Z v 10-435 00 TRFD (5%) `- 10-230 06 Washington County Fire #1 (95X) 10-435 00 Washington County fire yl (5x) 10-?20 00 Aa1.Ar't/Wedgewood — TOTAL REC h Rece i ved H `��3( t IReceived: y ' --- _`_-- — Dai.@ I CITY OF TIRD OREGON April 11, 1989 Its. Betty Wollam Westwood Corporation 3030 S.W. Moody Ave. Por:;and, OR 97201 Project: PayLeea Store, BP 890811 Ticfard Town Square Dear Ms. Wollam Foundation plans for this project were reviewed for compliance with applicable codes and are approved. Tho following general conditions will apply to anis project. 1. Appruval of the foundation plan i.e riot a guarantee that the entirm building plans will be approved. If further review indic:3tns that changes in the £oundatir)n are required, e-.ich changes are the responsibility of the building owaer'. 2. Special inspection is required as indicated on the plans. Provide us the name and address f the individual or fire: retained to conduct these inspections. 3. All reinforcing steel shall be adequately supported before concrete is placed and secured against displacement. 4. No worn shall cor.:n4nce before 7:00 a.m. or continue later than 9:00 p.ri. a. Streets adjacent to the project shall be kept clear of dirt and other construction debris. I€ you have any questions, or if we may be of assistance, contact us at any time. Sincerely, (,.. im Jaqua !1 Plane Examiner 13125 SW Ho►I Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (5031639-4171 - - -- - -~ R.A. WALKER FrgGI F.ERING STRUCTURAL CONSULTANT 44410 SW CORBETT,SUITE 201,PORTI-ANO,OREGON 57201 (503(E'23-05.'5 Job Job No.— Sheet No. Client - _ Date By— LICENSEO P.E. ARIZONA CALIFORNIA COLORA00 IOAHU OREGON TEXAS WASHINGTON -8 M,0RE60N 'Q Q- t�T A WPv C=C-I t u•t�1 ►-�q L�TF-�,q �_; 4 A.A. WALKER ENGINEERING STRUCTURAL CONSULTANT 4440 9W CORBETT.SUITE 201,PORTLANO,OREGON 97201 (503(223-0555 Job PA-<LFO 5 _ Job No. Sheet No. Client e- By �-�� yoor 1.0Ago LICENSED P.E. ARIZONA CALIFORNIA � // DA ORAOO 1` :-4- Liu 1—o LAAdo — z�`��(-- OREGON TEXAS ✓�eX WASHINGTON dao F+•v c. —-- sus� PLc{'Wo.cO U.Se jLll I � W � '�i1,7L l.'wn ,r 1-71 43+35- 7 3S7 -� —� 4=� 1 z u•�' 1. leo 2q 7 9 s `4d W 47.1 Mod L4 R.A. WALKER ENGINEERING STRUCTURAL CONSULTANT 4440 SW COREIETf,SUITE 201,PORTLAND,OREGON 97201 (5031223-0555 Job ��'-'� Less _ Job No._ Sheet No. Fz- Client Date 3l8'2 By fizA / _ICENSEp P.E. an ' ARIZONA CALIFORNIA COLORADOIDAHO OREGON TEXAS WASHINGTON 43A_ 43+3a=7le l� I c -7 Pi d 45--�- 41 a-• 1 Cao) C.14- I)-'d})/z_s 2 7 4-4� b 9 8G-a/?ora r �s� '��3� t�-� 24,✓ �.1 u�, _ ��-�- +��C'��_��2 �- sem' - ► / - �1 a rL 4 r33' t 4 3G. d�'�/Z ► SZ� �� 1 Pr, ~Aolc_ k I $� �-Z-• � B- 1 ZI 71 71 11 omi b R.A. WALKER ENGINEERING STRUCTURAL CONSULTANT 4440 SW CORBETT,SUITE 201.PORTLAND.OREGON 97201 1503)223-055- Job Vr-xw F " . Jub No.. Sheet No. � Client _. _ Date '�Q`j By s fg�- 1 (TsI-c'1 sne-,4 _ICENSEO P.E. ARIZONA CALIFORNIA �/ �.INt~c ��Af�10gJ t./IC7Ait, Ia+l�es.. G Ic4 st �tC _ F76_ COLORADO IDAHO S/Pi ? I�/�• OREGON4- TEXAS WASHINGTON l�(� v I�.� I I ?-�o I Z.� 5d 3 5 rd X Z S/r� 7.81 -44- i.sc• Ize-) _ 3v S��XZ7'G�. 34" •7�j 1_4E'. I~ 13,5 115-��' IZZ So3 r_G�. _ • 44- 1-2g 7"7Z 51/1Qx19'12 314.7 135- I_4e �,SG• rc I�,6 78.0 1�42z '/L- 495 E L (L.i►., F ) t�.Gt4 IZ. w -7 b I —�— 71 L N1 e K4 cd, ►v.A.x ! 40 4 .3 aA- _ 1146 4- IS ti�p e s wl,nom ^_� I_ z!;(3 G J/�' C(•14a -�t 1�)�`L� �I ��4 Z� _ 203 - 5Z R.A. WALKER ENGINEERING STRUCTURAL CONSULTANT L4 4440 SW CORBETT.SUITE 201,PORTLAND,OREGON 97201 1503)223-0555 Job . Less - Job No. Sheet No. rzd' Client C7ate_3�ge) — 6y—Tz' a-i JCENSEO P.E. ARIZONA CALIFORNIA COLORAOO TL 1 z5 IUAHO OREGON r' ?os TEXAS - _..�_.. �._ , ... _ `- I ..7 WASHINGTON ll f TZ rL w► A,x � 1,ZS� 5��2.J -1- 1 Z_5r -- 3.I C[1-'�3G, 1?0 b }� ►J-� 1-77 ptc��M 1S 165- 1.2,5 fin/ 1.4� It �' 3Co1 ?► L 1�l<<��+ ►i_ I 4-1 awl/Z] (-7/4z� G Z t2-n -r: -4�( ` ��z # IZs •_ Ca(43/�c � M 4Z.4K- ( s/ (a 31 X 31 Vz- C. A --ZI S > =1 bc)4 a •v Al a� +� 24044E A.A. WALKER ENGINEERING STRUCTURAL CONSULTANT 4440 SW CORBETT,SUITE_201,PORTLANO,OREGON 87201 (5031'L23-0555 Job ��s S _ Job No. __ Sheet No. In 5 Client _ Date 3/Q-J By 12-4-4-2 _ICCENSEDP.E. ARIZONA CALIFORNIA COLORADO DAHO OREGON TEXAS WASHINGTON I-1L 4-1.5Y. 7 T/7 4 1_SL 7)L/7- VA.ca,,& max W ,tj= 14-7 4 4'`-(31) = 1-7 9 1-►`' Mpos kr44ti 6-7y+14-7)17 ?_5 a -- �oS SR •-cid � l��1 z� /Z-K�1_t�-� = 8 1-7 �N 7 RL I;St;�so�z� a 1�.L 1 s q c4.3./3G) c7 741- -r- On" 41- -t (-Z-S1� �. S/19 70 C) 125 6 X-3 I S R.A. WALKER EIVG;jT�1EERING STRUCTURAL CONSULTANT 4 340 SW ;O14;T�,SLJfTE 201,P ORT'LANO, Job OREGON©7eOl (503(223_0555 4s S — �`t 6 aK� Client Job No. -- Sheet No. 1z` --- Date e By t2 4-c, LICENSEOP.E, Q '^ CIL ARIZONA CALIFORNIA COLORAOO IDAHO OREGON TEXAS ?�a/Z1 -4- Qo ` l � WASHINGTON "Pa.N Tz 9.47— 1 I _ Ilb L 0,,7 P_ =1�1 �-c I At," '7- + loo low r3a— R z IS,"ZIL S 4�� INS wr ae e[ R.A. WALKER ENGINEERING STRUCTURAL CONSULTANT 4440 3'.W COREIETT,SUITE 201,PORTLANO.OREGON 97201 (503 223-05ES Job --Ir� PsS –'1-1 F�r�l _ Job No. Sheet No. �? Client Oate 89 p Y - _l SC0)z1 t- _JCENSED P.E. ARIZONA CALIFORNIA COLORADO ` 1- I5 4�.I� -I- Ole-17 (1 ?� /3L.1-7 ill _ .__ OREGON TEXAS WASHINGTON CZ•L M&g },ls �=�� I��z - I58 C I'�4: -7 -�'�<<1 = rZG. I •- I.15�2�� I-s�l� ` 18 U 5a (-a:/4 X 7 8 l�z (_ /� l9 Z S.9 Z &004 R.A. WALKER ENGINEERING STRUCTURAL CONSULTANT 44417 SW CORBETT, SUITE 201, PORTLANO, OREGON 97201 (503) 22317:555 FAX(5031 ,223-1025 Job Job No. Sheet No._�= Date--±' -o BY_. PRINCIPAL. TOW F- 11 tz F-A 1- llp4n ROBERT A. I WALKER /T (� C �t fes/ ASSOCIATES �•► I 2� Y Y=-A ( f A - -/t/ Y OALE J. / 1 OILORETO AIDE W. W YOU E 1 4- \ 1 0) f S� I LAI I Z� l-I(,-ENSEO P.E. ARIZONA �, ao N i 1 CALIFORNIAGOLORAOO IDAHO j OREGON / TEXAS Ir J S 1 �( I'Z• I WASHIN(3T0 2 O GLF- A, S AMS Z Zbl i R �� tlz : 4x � ` {v = 9 rs 5PAQ� R-SLS , ck-)K4- x = lS ((0S) +- '0( 1 ( = /5coof�L v KA-x _ 3( 9)(7, _ ►�/�,� ; (I A% 9/2 r 497) 577 (ti p lJ - 4 L4 R.A. WALKER ENGINEERING STRUCTURAL CONSULTANT 4440 SW CORBETT.SUITE 201.PORTLAND.OREGON 97201 (503(223-0555 Job PA'YLES4 — C A-9-t7 Job No.._ Sheet No. Client i Dere l4 B S►/Il Y Ca1�C��15:,5: G LEpnGER' w1 _ICENSEU P.E. Dr��-ruoAp�;/� F--I.J806 , LE17��51;Z-'.' ' L� r��C 2S �� i b r�U 11. r 311 "ro A,f3, 44RIZONA 'E'KN ON t-Enc�'F`� F�G37F JSS = C278-F- 673) c 95 f Ib��j; CALIFORNIA r` OAHORAOO OREC30N rFXAS WASHINGTON 67 17, 114� _Z lr�,ei/7 G' ,d IJ fl-fpv_ F3�T DUE rp Yl,d lam!-(. LO.d,�r r.IG — L"I7, 3�� I b1f:!— z 3 r 1 Ib T-OT,dL LadP, f�Fe 50LT =��i46g�� r�.^3 ��,��a - I226i�7 .�f{, FE'pM r I✓. 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WALKER E'NIGINEEAING STRUCTURAL COI`jSULL ANT 230865 4440 SW ODRBETT,QUITE ?_01,PCR:LANa,r,P�,iON 97201 1503122a T7 4-Y L.s5 Job No.. — Sheet Job -- ��a By Client __ Oate - -- -� �--cxst-i�t6 S _ICENSEfOP.E.ARIZO (�c�lnli+J G 7 bbd pc �7c., �C+1 IS Qtpa1!- CALIFORNIA C ^ ALIFORNIA '( {� —, ',��Q dD COLORADO �OAHO (mt9{L S OREGON L TEXAS WASHINGTON � II "A\1 , �5 Wu4 -vlcs�- `�r d .- I - 3 , IM rJ 1,473 ,, fu '( J" 113 ► � 6 S--(I �c zzvnsi c) I�_ ,. y � ►-rte Irl u 4(Z-I G) j Z- -3 _ As �r c. d .� o R.A.&09 WALKER ENGINEERING STRUCTURAL CONSULTANT 4440 PW CORBETT,SUITE 201,PORTLAND,ORe30N 97201 (5031223-0555 Job Job No. — Sheet No. Fc-:s Client _ Date By-=S—'---, L.ICENSEO P.E. ARIZONA .CALIFORNIA COLORA00 IDAHO OPEGOt I TEXAS 1_Q's-- ¢1 171 `!WASHINGTON mot I }- Wry) y ) l-Q !,::P" X x I1_Z'Ii Ou �... i 3 p 5, c)Lc LO 1PSt � 1`G n��1 S��`I � (Q►2cc = 3u.� 14_4 4-1 f R.A. WALKER ENGINEERING STRUCTURAL CONSULTANT 4440 SVV COREIFTT, SUITE 201, PURTLAND, OREGON 97201 (,'503) 223-0555 FAX (503) 223-1025 Job _ -r IG D — P k V L�5,� _ .Job No. Sheet No— Client Client Clete PRINCIPAL B A c k w Q L L , ROBERT A. WALKER F- FF 4 O PT h 1 Q 1 :J I/ ASSOCIATES pc= �D $ • > = 3 3 3 P s F -`4° GALE J. DiLORETO 30 '� OU WA E IU U PS I LICENSED P.E. ARIZONA N L I 1„� O fr — CCAI CLOFANI l" la I � IDAHO I! OREC;ON TEXAS e�(, CZ •/�Q!/IZ I WASHINQ'fON �r 3.73' p - (;0(ZZ) 4 150(7)='FF Qy) /Z-oo r'5 i= / f--' 1 ' I� de? V i 4c1 ot'� ac" S� Afs C9.8) ( �-� gea o ( 9 IWMUM WIM I MA`- L4 R.A. WALKER ENGINEERING STRUCTURAL. CONSULTANT 4440 SW COREIET-T,SUITE 801,PORTLANO.OREGON 97201 1503 .P-23-0555 Job lq f _ Job No. __. Sheet No. _A-i Client �� -- oats i��5 By TOAL" 1_ICENSEO P.E. ARIZONA CALIFORNIA ❑AHORAOO TY_p OREGON -- -- TEXAS WASHINGTON VJiN - 1-7 1, 14---m ps 4- RLL- byl f}K 26;-( "VzV 3S'(Iz`)fZ = --p —5-V4-'r E r1►o.>< � ?�1 QA-L". t,7LJ- go Q!-JL = 1-1 ( emAJ< = o Q; >`--kCt 05 w�'-- See- VAI C-3 n'A- `.ti/c - 4- 4 ':S -4 `:' MA-Ch Fes « R.A. WALKER ENGINEERING STRI�`�-URAL CONSULTANT 4440 6W CORBETT,SUITE 201• ,_ OMTLANO.OREGON 9-720115031 02 3..03b5 Job __ V,4- l<<� — 17 e a.�� ClidntLL - Job No.__ Sheet No. M -2 Y LICENSEOP.E, �'�`�— l.I rjj ,- J- IncARIZONA b� CALIFORNIA COLORADO IDAHO OREGONl @ �= K TEXAS WASHINGTON ( 17/42) -7 = LJA.L -7ca Lt d f- 1 /4-4,s(,Q,1] Z4 rL7 B I�� Z1—/7 t�A .rep C_. � SJ�anG��T :Pi4r:`incl, nd1- � �� z�''�1►� U 7 0-7 R.A. WALKER ENGINEERING STRUCTURAL CONSULTANT 4441)SW CORB6-TT, SUITE 201, PORTLANO, OREGON 97201 (503 223-0555 FAX (503) 223-1025 Job A,U t-FS� Job No. Sheet Puo.Al 1 Client �=� � Date - ^Q9 By VJ PRINCIPAL 7 ( �} ' ROBERT A. �7 WALKER +/// - ASSOCIATES H 11 I Z X 2¢(6 5) 4 DALE J DILORETO ' (I�)Cg)��3(• 7�1 _ z.��k WADE VV. _ YOUNIE a LICENSED P.E. Iz(2 AV41ZONA CALIFORNIA �`T \. IG)` �) l S_ �l .. _ z 1 COLORADO IDAHO TEXAS T .. TEXAS [� t7 til WA,SHINl3TON �� 0 o v l l -X7(1 >) = 44 >> r c �� P pry ( d( (>GC-9 5)4. 7(i`+4) US s #� / Q � � 1 3Z-5�- ��L -p� �3a — •oo<F x.00S •L o Z30/ (2's=� FocTt � � , P15- f = I S(//c)(f 43) I. 7 P PL- = 13- 6 Z9- 3 9. R.A. WALKER ENGINEERING STRUCTURAL CONSULTANT 4440 SW CORBElT, SUITE_ 201. PORTLAND. OREGON 97;:01 (5031 223-0555 FAX (.503) 223-'1025 Job ` -T I A, >� --- Job No. Sheet No. Client ��-l Date 'c 6y PRINCIPAL -717,"77 V__)', q ROBERT A, n = �G 4 Z 5 - �p� 3 4/1 WALKER 1 r ASSOCIATES Z N�w X 2 1•�)/�,?ti/�, 1 3.��f r ,_ _ DALE J. OiLORETO vv you E '�i�L�- = CZ•��• z�� + z-7/(- 7 = _ 6 It 5%- T 3 .�" Ok LICENSED P.E. ARIZONA CALIFORNIA COLORADO IDAHO OREGON TEXAS WASHINGTON TIGARD PAYLESS - BRG. WALL WALT, GEOMETRY : HEIGHT OF WALL TC ROOF LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18.00 HEIGHT OF THE PARAPET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4.00 MASONRY UNITS : UNIT DESCRI?TION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 IN. LIGHTWEIGHT CMU GROUT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PARTIAL £'m . UNGR07TED (PSI) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1350. F'm . FULLY GROUTED (PSI) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1500. SPECIAL INSPECTION REQUIRED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NO VERTICAL REINFORCEMENT : STEEL GRADE (KSI) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60 BAR SIZE . . . . . . . . . . . . . . BAR SPACING (IN) • 32 -- DEPTH OF STEEL FROM COMPRESSIONFACE (IN) . . . . . . . . . . . . . . . . . . . . . 3.80 LOADING CONDITIONS : WIND SUCTION (PSF) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14.50 SEISMIC ZONE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 SEISMIC I FACTOR . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.00 SEISMIC C FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.30 VERTICAL LIVE LOAD (LBS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 585 VERTICAL DEAD COAD (LBS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 255 VERTICAL LOAD ECCENTRICITY FROM FACE OF WALL (IN) . . . . . . . . . . . . 2.00 ** ULTIMATE STRENGTH CHECK ** LOAD CASE DESCRIPTION U. MOMENT N. MOMENT SUMMARY .75(1.4D + 1.7L + 1.87E) 6732.41 14992.09 OK .75(1.4D + 1.7L + 1.70W) 13030.88 14992.09 OK .91) + 1.43E 4443.62 13577.21 OK .9D + 1.30W 10092.16 13577.21 OK ** SERVICE LOAD DEFLECTION CHECK ** LOAD CASE DESCRIPTION MID-SPAN DEFLECTIONS (111) SUMMARY MAXIMUM ALLOWABLE DEAD + LIVE + EARTHQUAKE 0.015 1..51 OK DEAD + LIVE + WIND 0.00 1.51 OK *+ CODE COM1LIANCE CHECKS ** COLE SECTION UPPER LIMIT L014ER .LIMIT VALUE SUMMARY 2411(x) 0.40E-01 N/A 0.12E-01 OK 2411(b) 0.32E-02 0.70E-03 0.13E-12 OK 2409(e) 1 0.60E+01 N/A 0.11E+Ot OK WC -Z PAYLESS TIGARD - NON-ARG. WALL WALL GEOMETRY : HEIGHT OF WALL TO ROOF LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17.75 HEIGHT OF THE PARAPET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 .00 MASONRY UNITS : UNIT DESCRIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 IN. LIGHTWEIGHT CMU GROUT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PARTIAL F'm . UNGROUTF.D (PSI) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1350. F'm . FULLY GROUTED (PS:) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1500. SPECIAL INSPECTION REQUIRED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NO VERT:l.-AL REINFORCEMENT : STEEL GRADE (KSI) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60 BARSIZE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 }t 5 e 4 st,�% BAR SPACING (IN) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48 DEPTH OF STEEL FROM COMPRESSION FACE (IN) 3.80 Use lk—K LOADING CONDITIONS : LJ^-Ll WIND SUCTION (PSF) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14.50 SEISMICZONE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 SEISMIC I FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.00 SEISMIC C FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.30 VERTICAL LIVE LOAD (LBS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • 80 VERTICAL DEAD LO}.D (LBS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 VERTICAL LOAD EC;.'ENTRiCITY FROM FACE OF (IN) . . . . . . . . . . . . 1.00 ** ULTIMATE STRENGTH CHECK ** LOAD CASE DESCRIPTION U. MOMENT N. MOMENT SUMMARY .75(1.4D + 1.7L + 1.87E) 3652.79 9543.51 OK .75(1.4D + 1.7L + 1.70W) 9239.96 9543.51 OK .9D + 1.43E 3457.34 9227.01 OK .9D + 1.3OW 9092.71 9227.01 OK ** SERVICE LOAD DEFLECTION CHECK ** LOAD CASE DESCRIPTION ATD--SPAN DEFLECTIONS (IN) SUMMARY MAXIMUM ALLOWABLE DEAD + DIVE + EARTHQUAKE 0.03 1.49 OK DEAD + LIVE + WIND 0.08 1.49 OK ** CODE COMPLIANCE CHECKS ** CODE SECTION UPPER LIMIT LOWER LIMIT VALUE SUMMARY 2411(a) 0.40E-01 N/A 0.50E-02 OK 2411(b) 0.32E-07. 0.70E-03 0.84E•-O3 OK 2409(e)1 0.60E+01 N/A 0.11E+01 OK "riiiiiiiiii TIGARD PAYLESS - WALL @ BEAMS we-.i WALL GEOMETRY : HEIGH'i OF WALL TO ROOF LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16.00 HEIGHT OF THE PARAPET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.00 MASONRY UNITS : UNIT DESCRIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 IN. LIGHTWEIGHT CMU GROUT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FULL F'm . FULLY GROUTED (PSI) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1500. SPECIAL INSPECTION REQUIRED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NO VERTICAL REINFORCEMENT : STEEL GRADE (KSI) . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . 60 BARSIZE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 tt S�° lra"'�c. BAR SPACING (IN) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 DEPTH OF STEEL FROM COMPRESSION FACE (IN) . . . . . . . . . . . . . . . . . . . . . 3.80 LOADING CONDITIONS : WIND SUCTION (PSF) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14.50 SEISMIC '.'.ONE . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 SEISMIC I FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.00 SEISMIC C FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.30 VERTICAL LIVE LOAD (LBS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1930 VERTICAL DEAD LOAD (LBS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1320 VERTICAL IOAD ECCENTRICITY FROM FACE OF WALL (IN) . . . . . . . . . . . 0.00 ** ULTIMATE STRENGTH CHECK ** LOAD CASE DESCRIPTION U. MOMENT N. MOMENT SUMMARY .75(1.4D + 1.7L + 1.87E) 12085.32 29423.75 OK .75(1.4P I- 1.7L + 1.70W) 15944.71 29423.75 OK .9D + 1.43E 665[.84 25709.39 OK .9D + 1.30W 9603.84 25709.39 OK ** SERVICE LOAD DEFLECTION CHECK ** LOAD CASE DESCRIPTION MID-SPAN DE`'LECTIONS (IN) SUMMARY MAXIMUM ALLOWABLE DEAD + LIVE + EARTHQUAKE 0.05 1.34 OK DEAD + LIVE + WIND 0.12 1.34 OK ** CODE COMPLIANCE CHECKS 't* CODE SECTION UPPER LIMIT LOWER. LIMIT VALUE SUMMARY 2411 (a) 0.40E-01 N/A 0.29E-01 OK 2411(b) 0.32E-02 0.70E--03 0.25E-02 OK 2409(e)l 0.60E+01 N/A 0.11E+01 OK Allllllllllj�� Pill' PAYLESS TIGARD — WALL 9 BEAMS WALL GEOMETRY con-f-�oN� HEIGHT OF WALL TO ROOF LINE HEIGHT OF THE PARAPET " " " " " " " • • • • • 16 . 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . 00 MASONRY UNITS UNIT DESCRIPTION 8 IN. LIGHTWEIGHT CMU GROUT FULL F 'm : FULLY GROUTED (PSI) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1500 . SPECIAL INSPECTION REQUIRED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NO VERTICAL REINFORCEMENT STEEL GRADE (KSI) . . . . . . . . . . . BAR SIZE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60 BAR SPACING (IN) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 e DEPTH OF STEEL FROM COMPRESSION•FACE • (IN) • . . . . . . . . . . • . . . . . . . . . 18 . . . . . . . . . . . . 5. 00 LOADING CONDITIONS5cgf e�� Frd Fact ' WIND SUCTION (PSF) 14 . 50 SEISMIC ZONE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SEISMIC I FACTOR 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2 . 00 SEISMIC C FACTOR 0. 30 VERTICAL LIVE LOAD (LBS) . . . . . . . . . . . . . . . • • • • 1930 VERTICAL DEAD LOAD (LBS) . . . . 1320 VERTICAL LOAD ECCENTRICITY FROM FACE OF WALL (IN). . . . . . . . . . . . . . . . _ . . . . . . . . . . . . 0 . 00 ** ULTIMATE STRENGTH CHECK ** LOAD CASE DESCRIPTION U. MOMENT N. MOMENT SUMMARY .75 (1 . 4D + 1 .7L + 1 . 87E) 11971 . 35 37508 . 65 OK . 75 (1 . 4D + 1 . 7L + 1 .70W) 15296 . 87 37508 . 65 OK . 9D + 1 . 43E 6658 . 84 31997 . 39 OK . 9D + 1 . 30W 9603 . 84 31997 . 39 OK *4 SERVICE LOAD DEFLECTION CHECK ** LOAD CASE DESCRIPTION MID-SPAN DEFLECTIONS (IN) SUMMARY MAXIMUM ALLOWABLE DEAD + LIVE + EARTHQUAKE 0 , 05 1 . 34 OK DEAD + LIVE + WIND 0 . 09 1 . 34 OK ** CODE COMPLIANCE CHECKS ** CODE SECTION UPPER LIMIT LOWER LIMIT VALUE SUMMAR": 2411 (a) 0. 40E-01 N/A 0 . 29E-01 OK 2411 (b) 0 . 32E-02 0. 70E-03 0. 22E-02 OK 2409 (6) 1 0 . 60E+01 N/A 0 11E+01 OK TIGARD PAYLESS - BRG. JAMB 0 FRONT WALL WALL GEOMETRY : HEIGHT OF WALL TO ROOF LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18.00 HEIGHT OF THE PARAPET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.50 MASONRY UNITS : UNIT DESCRIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 IN. LICHTWFIGHT CMU GROUT . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FULL F'm . FULLY GROUTED (PST) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • 1500. SPECIAL I1ISPECTION REQUIRED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NO VERTICAL REINFORCEMENT : STEEL GRADE (KSI) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60 BARSIZE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 BAR SPACING (IN) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 DEPTH OF STEEL FROM CCMPRESSION FACE (IN) . . . . . . . . . . . . . . . . . . . . . 5.00 LOADING CONDITIONS : WIND SUCTION (PSF) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14.30 SEISMICZONE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 SEISMIC T FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.00 SEISMIC : FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.30 VERTICAL LIVE LOAD (LBS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2590 VERTICAL DEAD LOAD (LBS) . . . . . . . . . . . . . . . . . . . . 1"60 VERTICAL LOAD ECCENTRICITY FROM FACE OF WALL (IN) . . . . . . . . . . . . -3.80 ** ULTIMATE STRENGTH CHECK ** LOAD CASE DESCRIPTION U. MOMENT N. MOMENT SUMMARY .75(1.4D + 1.7L + 1.87E) 5646.89 431.13.57 OK .75(1.4D + 1.7L + 1.70W) 9299.94 43113.57 OK .9D + 1.43E 5576.93 36060.92 OK .9D + 1.30W 9199.81 36060.92 OK ** SERVICE LOAD DEFLECTION CHECK ** LOAD CASE DESCRIPTION MID-SPAN DEFLECTIONS (IN) SUMMARY MAXIMUM ALLOWABLE DEAD + LIVE + EARTHQUAKE 0.03 1.51 OK DEAD + LIVE + WIND 0.05 1.51 OK ** CODE COMPLIANCE CHECKS ** CODE SECTION UPPER LIMIT LOWER LII4IT VALUE SUMMARY 2411(a) 0.40E-01 N/A 0.3F,F-01 OK 2411(b) 0.32E-02 0.70E-03 0.25E-02 OK 2409(e)1 0.60E+01 N/A O.11Et01 OK 7.ICiAF;:D F't=il'L..r^i3 E: Ic:TUX.; wIVEWPil-L. F'ILASiTER WALL GEOMETRY HE IGF-I T OF WALL. To F;O(:lF' C_J F•IC': „ . .. . . . . . „ .. . . . . . . . . . . . . , . . . . . 1.7.40 HEIGHT OF THE F'ARAPET . . . . . . .. . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . 5.30 MASONRY UNITS : UFJIT DESCRIPTIOk . . . . . . . .. . .. . . . . .. . . . . . . . . . . . . . . 3 IN. L.IGHTWE:IGHT CrlILJ GROUT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FULL fFULLY GROUTED (F'93I ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1500. SPECIAL. INSPECTION F;EDU I RED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . YES VERTICAL RE I NF'ORCEME.NT STUEL GRATE k k::S i ) . . . . . . . . . . , . ,. , . „ . . . . . . . . . . . . . . . . . . . . ,. ,. . . . . . . „ . . 60 PARSIZE . . . . . . . . . . . . . . . . . . . . ., . .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. b PAI C'PAL I NG ( IN) . . . . . . . . . . . . . . .. . , . . , , . I. . . . . .. . . . . . . . . . . . . . . . . . . „ . . . 413 DEPTH OF GTEE L FROM I-OMPRE'SG I ON FACE. ( IN) . . . . . . .. . . . . . . . . . . . . . . 3-01 LOADING CONDITIONS : WIND SUCTION (F"-SiF ) . . . . . . . . . . . . . . „ . . . . . . . . . . . . . . . . . . . . . . . . . `-i.0(? SEISMICONE . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 SEISMIC I FACTOR . . . . ,. . . . . . . . „ .. . . . . SEISMIC C FACTOR . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �:►.3t� VERTICAL LIVE LOAD (LBS) . . . . „ . . . .. . .. ,. .. . . . . . . . . .. . . . . . . . . . . . . .. „ 2790 -VERTICAL DEAD LOAD (LBS) . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . 1895 VERTICAL. LOAD ECCENTRICI-r'r' r'R P1 F='AFE Orr WF-LL. ( IPI) . . . . . . . . . 0.0ta ** ULTIMATE f=;TPENGTIA CHE U,. +� LOAD CASE DESCRIPTION (J. rIOME:I,IT N. MOMENT SI-A ll'1ARY .75( 1 . +U + 1. . l_ "F' 1 .87E) r"''-.1`:2 .21 3569R.45 0I<. .7'j( 1 .4D + 1 .7L i „7!?W) 1,70.19.35 35692.45 (N:: n + 1 .-+3E 0515.73 25277.70 1)1< .9D + I .3t:►W 6314.5 7 P71873.7 0 1.7I.: * SERVICE I_DAD DE.F'LECT I UN CHF_.CI.. ** LOAD CASE:' DESCR I PT I Old M 1'1) -rF''AN DEFLECTIONS ( I FJ) SUMMAF:t MAXIMUM ALLOWABLE DEAD + LI-1:7 4- E.�)PTHOUAk::E 0.35 1 .46 DEAD + LIVE + WIND :i. 14 1 .46 OIC; *+� C',ODE. COMPLIANCE CHF U::'-_> +c� C'ODF 5E C T I 019 UPPER I_ I M I T I OWED L-T M I T 'JAL UE SUMMARY 241 1 ( a ) 0.4t:>E:-01 P\I"') 0.41 E-01 NO 2li 1 1 (b ) 0.32E--t_i2 i.7C)E-;_)3 0.. 12E--02 0K* 24017(E) 1 0.60E+-01 N/A Q. 16E+(')1 Ok; . PAYLESS-T I CARD E x,r sT r.rat-• S I DEWAL_L P I L.ASTER WALL GEOMETRY �J HEIGHT OF WAL.I_ TO ROOF L.I NEr . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1"'.4c) HEIGHTOF THE PARAPET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5.30 MASONRY UNITS : UNIT DESCRIPTION . . . . .. . . . . . .. . . . .. . .. . . . . . . . . . . . . 8 IN. LIGHTWEIGHT CMU GROUT . . . . . . . . » . . . . . . . . . . . . . . » . . . . . . . . . » . . . . . . , , . . . » . . . . . . . . . . . FULL. F'm . FULLY GRCJU rCD (�''S I ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1`,bi i. SPECIAL. INSPECTION REQUIRED . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . YES VERTICAL REINFORCEMENT : STEELGRADE 0:..SI ) . . . . . . . . .I . . . . . . . . . . . . . . . . . 60 DARSI.?.E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 BAR SPACING ( IN) . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . „ . . . . . . . Its DEPTH OF STEEL. FROM COMPRESSrON FACE ( IN) . . . . . . . . . . . . . . . . . . . . . 3.01. LOADING CONDYTIONS c WIND SUCTION (PSF) . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . 5.!iQ SEISMIC : ONE . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 SEISMIC I FACTOR .. .. . . . .. . . .. . . .. . . . . . . .. . . . . . . . . I. . . . . . .. .. . . » . . . . . . . 1. . ► SEISMIC C FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . 0.30 VERTICAL.CAL i_.I VE L.OAD (L.1.1S) . ., . .. . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . .. P640 VERTICAL. DEAD LOAD (I-ES) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 795 VERTICAL. L..OAD ECCENTRICITY FRUII FACE OF WALL. ( I lu) . . . . . . . . . . . . 0..0!'l •R•* ULA"IMATE STRENGTH CtAECI::: ** LOAD CASE DESCR I PT I Oto I.J. MOOENT N. MOMENT SUMMAR .75( 1 .4D + 1 .7L, + 1 .Et'7E) 19923.64 '34'91. .7';=, f-I .75( 1 .41) + 1 .7L + 1 .70W) 15594.59 34991 .75 rii .91) + I .43E 9335.07 25612.55 1. 1 .9D + 1 .30W 136.09 25642.55 f.11 ** SERVICE LOAD DF FLECT I ON CHEU:: ** LOAD CASE DESCRIPTION rl T r)-SF'Atd DEFL.E:C'T'I O1',IS ( IN) ;--JJHMAR,y MAXIMUM ALLOWABLE DEAD + L.I VE + EARTHPIIAk:J.' 0.26 1 .46 01-- DEAD + LIVE + WIND Q.08 1 .46 ISI:: ** CODE COMPLIANCE CI-IECf':S *?� CODES SECTION UPPER I..I M I T LOWER LIMIT VALUE ._II!P1MARY P-411 (a) 0..4(.)E-C)t N/A 0.39E-01 Elk' 2411 (b) 0.32E-Oa 0.7,,)E-03 0. 12E-02 OK. 2409(e) 1 0.60E+C.)l N/A 0. 16E+01 OE!" �,R +.� ■w .IR w1 R.A. WALKER ENGINEERING STRUCTURAL CONSULTANT 4440 SW CORBETT SUITE 201. PORTLAND, OREGON 97201 (5031 22317555 FAX (503) 223-1025 Job ��y L4 5 T I a R _ Job No. Sheet No. Client D2Le_ -iO ay I'FIINCiPAL ROBERT A WALKER Af7SOCIATES ()ALE J DiLORETG WADE W. �M��I VOUNIE n i LICENSED P.E. ARIZONA CALIFORNIA COLORADO IDAHO OREGON TEXAS LP WASHINGTON 1q'wALL A b-4t n - GvIND L. o �i, �) CUwL= ((Za ly �.. 4- 4( IG zl tQ[9 RT t+ 5 d .,'-4 c-T 36-C YL-F- � /, 5 Use PS c-T o►.I 4- 27-4 q)) L F 141 /a = 945 R.A. WALKER ENGINEERING STRUCTURAL_ CONSULTANT L4 4440 SW CORSETT.SUITE 201,PORTLAND,OREGON 97201 (503)223-0558 2. Jub (�sL YLF �f*Gl d �__ — Job fJo. Sheet No._ Y Client Date By_5w t_AT F CA - -ICENSEO P.E. ARIZONA A i IFORNIA COIL ORAOO IOA.:-IO OREGON TEXAS WASHINGTON �CJOF- DI,d,PHrc'��n^ CAe LJPG ra��C 2� •T BLG��I^IG SH�.L_L rF fJI TU (Z '-v�� FSM EA, TE G/�IIsV• w,4LL nldl[�rNG QT --4 EA , �7edn��U, I/vdL(� po N�rLS C� 6 OI � SC )nPl.�7'�G' �!�l�' ,dtilr> �irJDst�IES S+JSLIQPE-►r_d�^�� ; v Ole- �ZOUrib�(•� 272 161tt , f )sE lad N�►r�� - 6 '' o.� • tC 11� L4 A.A. WALKER ENGINEERING STRUCTURAL CONSULTANT" 4440 SW CORBETT,SUITE c01,PORT ANO.GREG( N 97201 (803 2234-35155 Job r,4Y'L- 55 TIG�eTJ lob No.__. Sf1ae vim. Client; — ---- !1eLF, _' 19— By De.�+G �a?UT GUr•rhJ�CTr,"i'�� '. _ICENSEO C"E. ARIZONA CALIFORNIA COLnRAOO lb /NG�dSL Fp2 S"1��L. 5rt7� IOAHO - OREGON rExAS WASHINGTON ,bL(� W, Lz7, .C� Iz ' I lb v L1 Y' i � .� �Od S.c 13l Ir bf^'~ (76 `1N�pTM O� M4�iON�Y I/.id t_c_. .4V C,r- Gepf 17-C-r-1 MA40�1�Y R.A. WALKER ENGINEERING STRUCTURAL CONSULTANT 4440 SW CORBETT. SUITE 201. PORTLAND. OREGON 57201 (503) 223-7555 FAX (503) 223-10215 Jot) _�r1+/�= 0 � FA,W�S`� Job No. SN.eet No.�� Cliant _J_—_L K — -- Date..A-�o" ey PRINCIPAL to E- f t ROBERT A. WALKER r A (61 ASSOriA-rES r"' wDALE J. �+ ``, L}Q II DILURETO / �L�/ 1 �7 C�/C W VOUNIE LICENSED P yyyfl . ' ARIZONA l I J �._ • f J, RCL =�-i3��='�=1��. # \� // CALIFORNIA _ COLonADO IDAHO UREOON TEXAS N k 1 L._ 5 I WASHINGTON gip, / -� ev o i t 9 ` SPECIFICATIONS for PAY LESS DRUG STORE at Tigard Towne Square Paci f iC Ilighwdy 8 L)urhdm Road Tigard, Oregon ., RICHARD C. FHMANN BEAVERTON, ORE. r f OF 61sp ARCH IIFCT 'S JOB NO. 89-09 EHMANN-KLAS ASSOCIATES, P.C. ARCHITECT (503) 644-42222 6715 3.W. 111th Avenue - Suite eO Beaverton, OR 91005 R. A. WALKER ENGINEERING, P. E. STRUCTURAL 1503) 223-0555 ' COSTA ENGINEERS, INC . MECHANICAL ( 707) 252-9177 PAY LESS DRUG STORES N.W. , INC. FLFCTRICAL (503) 682-4100 (Joe: Sweeney) Table of Contents Section 00005 - Page 1 of 3 TABLE OF (-,ONI r QTS DIVISION 0 - BIDDING REQLiRDUNTS SECTION 00005 Table of Contents 00110 Instructions to Bidders 00231 General C.mditions 00232 Supplementary Conditions DIVISION 1 -- GF NFRAL REQUT RF7,ffYr3 SECTION 01005 Sum-wiry of the '.+ork 01020 General Contractors work 01100 Alternates 01400 Testing Laboratory Services 01500 Temporary Facilities 01700 Clean-up znu Disp(,sal DIVISIO;.' 2 - SITE WORK SECTION 02200 Earthwork DZ'SION 3 - CONCRETE K(TION 03100 Concrete formwork 0.3200 Concrete reinforcement 03300 Cast--ir}-place concrete DIVISION 4 - M-kSONRY SECTION 04200 Uni t Ma s xiry DIVISION 5 METALS bECTION 05100 Structural metal 05500 MR scel laneous metal DIVISION 6 - C.AAF'E9MY SECTION 06010 Lumber 06100 Carpentry 06170 Prefabricated structural wood 06450 Millwork DIVISION 7 - MC)ISTURE PROTECTION SECTION 07100 Fluid applied elar-tomeric waterproofing 072% Insulation 07240 Exterior finish system 07500 Membrane roofing ( 07600 Sheet metal 07900 Seala,its Table of Contents Section 00005 2 of 3 I DIVISION 8 - DOORS AND WiNIMS SECIFION 08100 hktal doors &. irames 08200 Wood doors 08300 Rolling service door 08325 Access doors 08350 Pharmacy doors 08375 Stockroom doors 08400 Storef m:it 08450 Sliding entrances 08700 Hardware 08800 Glazing DIVISION 9 - FINISHES SECTION 09250 Gypsum wallboard 09500 Acoustical treatment 09650 Resilient flooring 09900 Painting DIVISION 10 - SPECIALTIES SECTION 10150 Toilet c(mq)artments 10400 ldentlfy fig devices 10800 foiiet accessories DIVISION 11 - 1.-0.]1IM .Nr SECfiON 11160 Ur-xck equipment 11170 Waste hatviling equipment DIVISION 12 - FURNISFIINGS SECTION 12670 Rugs --KI mats DIVISION 13 - SPI:C I AI. CONSTRUCTION - NONF: IN THIS CON M--r DIVISION 14 - CONVEYING SYSTEM - NOW IN 11iI S CON'TRAC'T DIVISION 15 - MECHANICAL. SECTION 15400 F]:mhing 15510 Fire Protection 15800 Heating, Ventilating, Air Cooi-ditioning J Table of Contents Sect,*,)n 00005 - 3 r;f 3 DIVISION 16 - ELECTRICAL SECTION 16001 Special. Conditions for Electrical Work 16011 Conductors 16012 Wiring Devices 16013 Safety Switches 16020 Relays , Contactors , Time Switches & Photo Cells 16030 Distribution and Lighting Panelboards 16050 Lighting Fixtures 16051 Fuses 16052 Ballasts 16053 Lamps 16054 Transformer 16110 Raceway System and Accessories 16113 Underfloor duct 16121 Connections to Equipment rurnished by Owner or Other Sections of the Specification 16720 Fire Alarm System 16900 Energy Monitoring and Control Systems Preselected Bidders Sccti m 00050 - Pa; ? 1 SECTION 00050 - PRE-SELECTM BIDDE16 1. ELECTRICAL_ CQNTRACTOR`'i Christenson Electric G & H Electric 111 5W Culurnhia, 5ulte 460 :1710 NF 1i,313dy Portland, OH 97201 Portland, ON (503)241-4612 (5113)262-2396 Broadway Electric Empire Electric 626 SE main Street 8021 L. iyurn5tde Purtland, OR Portland, OR (503)234-6564 (503)255-6858 Tice Electric 2139 SE Belmont Portland, OR (503)233-88U1 2. ROOFING CONTRACTOR5 Mackey Roofing Early Roofing Company PO Box 1414 1322 Virth 30th Street Tualatin, OR 97062 Springfield, OR 97477 (503)625-2591 (933)746-9671 1 Snyder Roofing PO BUr 23619 Tigard, ON 97223 (503)620-5251 c I ® 'of ■►' i lii: l rlt�t I� IIb to Itleltiers til4.l lei► (VI Ill ' � SEX'I'1(>N Ul)111I - 1NtiI'klI('I'11)Nti 'I'U HIUI)I.7(.'i 1 . UIVISI(NJ 1 AI'I'I.IFS TO All. SIIhSI?IXICNf SE1CfIONS Divisior� 1, wA�[ch includes the General Curxli[lon� attid Supplementary Golxii.tions, should be read by the General Contractor and by each subcontractor as they are a part of the agreement to be entered into between the Ce nt rector and (mleer aril govern work in all siub- seclwent sections. 2. EXAM I NM I ON OP s l'I'F K IXX'LMI'.HI'S Each Kidder, by ma11his Hid, reprebents that: lie has read atxl wxieerstatxls the bidding IXxur.enLs and his Bid is nWde in accurdance therewith. lie has visited Lhe Site, fa,uliarized himself with the local conllLions under which the work is to be pxerfortread, and has correlated his observations with the requi relnents of the proposed GmL ract lJucutmnt s. itis Hid .. based u(x)n Lite Products, Systems, and E:quipn►enc describwd in the bid li(Ig Jx)cLmiPu ILs wi Lhuut exceptluns. 3. BI WI NL' IX)CIJMI'NI'S Hiddc rs ntay obtain f rain Architect cunplete sets of Bidding Documents for Lite l)ep sit 5uu stated In the inviLation Lu Hid, 'lhe Deposit Sun will be refu►xded to H).tWers w1io sutmlt a bona fide Bid and return rhe Bidding Documents itt gexxl cutltiitiun within 10 days after receipt of Bids. 11u cost of replacement of any missing or damaged DucummCs will be deducted from the Dep uslL Sun. A bidder receiving it CunLCacL award nwyreLaln Lhe Bidding Viv--msnts and his Repos I t Sum will be re i to tcled. Bidding Duculmmts will IXX be ►ssuexi directly to Sub-bidders or others except as indicated it► the InVILaLion to Did. Complete sets of Bidding Uuc:uttet:_:, splall L,e used in preparing Bids; i neither LMler txor the Architect assun►e any resp unLlbility for errors or misinterpretations resulting from Lhe use of incatpleLe sets of Bidding Ucx:tments. Omieer or Architect in nuking topics of the Bidding Doc►.ments avail.- ahle un the alcove Lel-ons, do so unly for the pxlrlx)se of obtaining Bids on Live Wurk arid du txit confer a license or brant fur any other use. 4. I K f t7i1'kl•'I'AT I(NJ OR ('l)kki, ION OF H I DD I N(: IXXI M-2115: l3leieiees ar►1 Sulrbi d�hrs slla I I Ile ( )t 1 y uvut t ty Lite Archi Cec[ of any .utd,l�w ty, incenlst ster►cy, ur errur wi►ich tlwy ntay discover u{xm exam- ittaLlut► of the Bidding DuctIIln`nLs or of the Site aril Local CutldiCiOns. Hidder�: atxd Sub-bidders requiring clariflcuLiun ur ittterprPtatton of Cite Bidding Nucutw.111t:1 siLtll nuke a regtest Lo reach Architect at least seven clays prior Lu Lite tLtLee for receipt of elids. Arty irl(erpret,il ietIt, cetrrectIon, or Chatlge of Lite Bidding; Documents will txr made I)y fUJdL'itlLun. Ittterl►ret,t tuns, corrections, of hh.i�es of the Bidding Ducenk•�►ts n►ul�t in any other maruk.r will j.-A g• Iii .I ill, 1 liliti ( Irlddera I I,uI rNllIU - I%Igo 2 ' 7'o obtain acceprance of imblxrci t i,rd Items, salmi t regLIc-s:s at hast sevcl► (7) cloys prior c-, date for rcccipL ul bids. Requests Will Ix_• c.nlsidcr4-11 unlY it' Lltcy are l,rcltared on a copy of the "SubsLitut ion Kequest rum" TTI luW1lig Lhis Sc�:tiort. In addition, all data necessary Lu dumonsLrate .,ccUpt.JbI 1 iLy ulllst .iceottytany the forst. Electrical curl IIr'Lhlllli ca l rvq I.•:.L s miy lx scat di rest 1 y Lu reblx:ct lve cont.ulLlnN, er►gioccrs with earlsk copy to Lite Archltcct. 11 a d t rect reply 1s tics i red, sul,Init ro(Iue!! ill duplicate Lind eneluse a se I t-addressed, Aamped envc I ul><!. It Lc alxjvc recplircnr_nts have lx!en comp IIed wiLIi and, In %kmer'3 aid Architect 's upiltiort, the prtq%)bud pr•.xiuct is acceptable in lieu of Lhe one or nure spoci l led, the Archl Lect wi 1 I include it in an addeixtun which will be issued to all htdders. 6. ADDENDA Addenda will I:c Ir►,i l ed ur delivered 1.0 .I 1 1 wlro ane lutuwn by lite Architect Lu Wive receive.l a colrg,;etc seL ill Hidding Ik,cimmmi.b. Cupics of AJd4.-Jk.i will IX-' nude .Ivai lable for inbWCUun wherever Bidding lk.,CLnr,cnts are un file tar Lhat I,w-lx,sc. Nu Addurgla will In ► ss..,:d later LItaPI tour days prior to that dente for reccipt of Bids u)XVl►► JI► Addelrlt�❑ with.irawing Lhe request for Bids or lire pust.pO1111g Lite daLu lur 1-ccuil.,1 of Bids. Bch Bidd,-r s1wIl iscertain prior to sulrnlLLing his Bid that he has received all A►ldcrxla issued, alrJ he shall alaux,wledge their receipt in his hid. I ' 7. HII)I)ItC. I'klx:l-alllkt•'. A. Fenn .0 r1 '�t ILS ��I lillk- liids 51u111 ik� salmi L tell i n the Form ~hewn ill SecL i on 0(;141 laid Farm. All hl arks on Lhe laid Form sha I 1 be f i 1 l cd in by typewri.Lur lir manual 1 y in ink. Were so !illicit ed by Lite mrlceul► lit the Hill Form, sums shall be expressed in both words alai Ii),ures, alrl in case of dincrcl,ancy Ixxtween the Lwo, Lhe writ.Len anrn.ulL shall govern. Arty inter-lineaLlon, alLeratlun, lir erasure nest be initLaled by the signer of Lite Kiri. li'.Ider sit.,I I mike no additional sL i pulaL ions on the Bid Form nor qualify his Hid in airy lith.-r nWluler. F.Iclt copy '-)t Hid sttiil I Incical., the legi,i It.urle of Itldder and a sti tenx!nL LKIL the Bickl. r is a Sol: I'r.q,ri.-Lor, a Partltcrshlp, a C.,rpuratllln, or sullle nL he r I eg.I l est i t y. L:Ictt cui,y !,'t.,l l Ile s i gnk:d by [Ill! (x:rsori lir lx:rsun� lei,.Illy .Inthurized to I,IIIii the Bidder to a Contract. A Hid by a Cnr rlr, ,It lull slull I InrLher give the Slate of lncurltoratlot rid love the Cl,rltljrat.. ';..II .rl t i x.-d. A !fid ,ulmiti t t ed by jilt Agvnt sh+rl l t><tve it current. I'uwt r ,jf Al t ortiey .Il t acht'd Cvl-L i t y►mg Agent's authority Lo I,►Ixl 111ddur. I( n5 t,a Isithierb ,eel lui► CX)llu - I'aj;e 1 B. BI 5ecurl � E:Uch Hid sil a l l be accorwani ed by a HI d Secur i t y i n the amunt of 10% of the Bid, pledging Kit the Bidder will enter into a Contract with (Mie—r on the term, stated In his Bid at►d will furnish Bonds as described hereunder covering rhe faLthlaai performs-ice 1;C the Contracr and the pay- ment of all ohl i g iL ions ari s i nt; therein-tier. Should the Hinder refuse to enter 1nCa Such Centrace or fall Lu furnish such Bonds, the &mxmc A the Hid St!curlty blLill be lorieiLed to loner as liquidated dam j&e&, not as perialLy. If (Mier fails to furnli:,h evidence of fi!Lancla►l arrangenwnts to fulfill the Cuntract ubllg.ation as stipulated heteturJLr the Bid Security shall nuL be CorieLted. 'llie SurtAy Bond Shall be wrltten by a Korth nti Cotivany licensed In the local I C r of the 11ro Ject , using hta1►larti AIA Ducunerrt A310 Bid Burd, end the Attorney-In-FaL'L who executes the bond on behalf of the Surety shall affix to the Hund a certlfled unJ current copy of his Power of Attorney. 0,Am--r will have the right to retain t~e Bid Security of all Bidders until either (a) , the Contract las been executed and Bunds have been turnished or (b) , the Sl:-!cilled r.1111e las elalascrl so tirar Hlds may be wittxirawra, or (c) , all Bids lvive Lx--en rejected. C. `;nlxnissiorr of Bid's 1Tae Bid, the Bid Security, aril ally Other DmAiments required to be slihm:tCed With the Bid aluall lee enclobL-d In a sealed opaque- envelope. 'Ilse envelope steak Ix, addressed Lo the PdrCy receivi►tK the Bids and shall be fdenti t led with thy.: 1'ro.}tact naame, and the Bidder's mviie euid address, and Lhe designated I-,urtlull of the Work for which the Bid is submitted. If the Batt is sent by n►all the yeal(!d envelolx., shall be enclosed in a separate n►alllni; envelo1W with the ,nation "SLAW) BID c11000SW' on the face tfu'reoi . bids shall t.,e deposited aL the desii;MALvd locatlu , prior to the time and elate fur retcil)t of Niels indicated in OW Invitation to Hid or any extension Lhereuf mkide by AtltferKkrl►. lilds recelved at Ler tt►e time asrl elate for receipt of Bids will be reCun*A tululrene-d. 'I1►e Bidder slLall ar,Stune lull ru:ixurSrbl llty for finely delivery at flu luc:aLiun desi►{r►,ated for receipt of Bids. Oral , Telephonic, t.r Tvlvgral>f►ic Bids are Invalid Earxi Will not receive consideratL ion. D. Wxllllcrat :c;s, ;,r Withdrawal of_Hid A Hid r,ray rrt,t Ix nexli f Iaxi, withdrawn, or canceled by the Bidder for 30 tlays lolluwal►}; Lla,, LIiW at X1 01te ticslb14lttx1 for t I w receIpt- of bids, and thi• BJ;IdeC So A�;ruc5 in sulanitLllig, his Hf d. Prior to the t s n►e ami date desI g'-wLed for recti i pt of Bids, any Hid suhrnf t Led "aly b2 nlradi 1 i4-Y1 or withdrawn by riot ice to t hu Party receivir►i; Bids at the place de-,ignated lar recefl)t of Bids. SUCIr noticr. Stall N2 in writing over the Sii,,►.ature tht' Bidder or by T, Iegrasr►; t by Telegraun, written corv- f i rmaL i on over till ,i,;njLL1re of IMIder nest ILave leen mailed and postmarked on or bch)r-e the d.ato and t ino� st-L Ior reccal►t ()t Hids, it shall be so worded a5 nut to reveal t�11e au►,unL ul Lhe ort�;11►aaI Hid. Iii,irir.-tions to HIdders SIL'L l i uri (X)1 l(l - P,ige 4 7. HIDDlNC PROCUAIkl• (L�)nt '(1 ) D. KA! fIcat ion yr WicWraw.iI of Hr(I (cont 'd) W1thdrawri Bids rrtiiv bx- re!,uhmitted up to the tii-ae d,�signated for the receipt of Bids provided that they are then fully in cunforrTance with these Instructions to 91(Id(:rs. Bid ')'ecuri t y, sha I 1 he in an iun(nuit sufficient fur the Bid as modified or resuLud t t ed. H. CONS1r)FR4T1GN OF HlDS A. Hid njx'n i n); Bids will be opened publicly at the above st,ited time arrj place, and read aloud. General Contractor bidders are invited to be present at the Bid opening. B. Re j( cc ion of HiuS ()wner steal l have th,r right to *-e ject any or al 1 Bids and to re ject a Bic' --)t accompanied by requi red B,-1 Security or Data required by the BiddinR Ducuments, or to reject a Bid which is in any way incomplete or irregular. C. Acceptance of Hid It is the intent of" Clwner to a%aird a Contract to the lowest responsible Bidde- provided the Bid has been submitted in accordance with the require- rnents of the Biddi% Documents, and does not exceed the funds available. C'Xner shall have the right to waive any informality or irregularity in any Bid received arra to accept the Bid which, in his judgement, is in his own best interest . O.Aier shuill have the right to accept Alternates in anv order or combination and to deLerriirte the low Bidder on the basis of the Bum of the Babe Bid arra the Alternateh accepted. 9. (XJAL I F'I CAT i ui4 OF h 1 f [-*Y S Any Bidder wt-K)se Bid is under consideration shall , uxn request, prY.rpLly furnish satisf,ictory evidence of his experience, orgiinization, and equiprreiit he tws avdllah.e for the perlurniance of his Contract. 10. omlT 11 . PC)5 C BID Sl'1h11 I'].Ai 5 The selected Hiddcr shall within 48 hours after notification of his successful Biel suhimt the following to the Architect: A desigriot foci of the Work to !:AT perforTned by the Bidder with his omi forces. 11ie proprietary narks aryl Lhe Suppliers of principal Products, Systems, ,i,,d F(Ti1 1xTx-nt pr( 10 i5,td tor the Wurk. Iiii. tiir►►s Lo itIMeru ��e�t i ui► WI I(.! - I'dbe 5 11 . P0S'I' till) SUIVITIAI S (rur►t'd) A list Ld twrrx:s ut the Subcontractors or other Persons or Ent lt!es, lr,,•1uding thuse whu are: to furnish MateriaLs or Equipment fabrl��ated to a special desigii, prolx)sed fur the principal purtiuns of the Work, and the Cu►►traCL Sun due to each of thein. 11►e Bidder wl11 tx: re(lLttred Lo esLablIsh Lo the sdtisf1.1LLtun of the Owner the rellahillLy and respxmsibllity of Lhe Persons or F:rttities propustd to furnish and perfurn the Work des-_, tbed in the Bidding Doccei-int s. Prior Lo the aw.ird of the Cu►►t ract , Lhe Arch1 sect w!l : Hutt fy the Bidder in w-+rin►, if Wuer after due invehLigatloll, has reasonable a►Yi subsLant la' o1j;elct ton to any Persun or Exit l cy. If O.'Kier s has a reasonab'a aitii substantial objection to &IVY Person or Entity on such List, a.id relu5es in writing to accept such Person or Entity, the Bidder tnry, at his option, ( 1 ) wittxJraw his laid, ()r (2) su4nit an acceptable suhstltute Poersun or UlLity with .in adjus!iiwnt in his Bid Price to cover the proven ditference In crust ucc:asiotud by _uch substitution. the Ow►ier n><ev, ut his discreLion, accept the Increased Bid Price or he may disqualify the Bidder. In the even[ of either withdrawal or disquc+► '_f:u►tlur urYler this 5ubl-4irrihraph, Bid Security will rxwt he forfeited. --,LwithsCanding anything to the contrary cuntditud :ibuve. 12. PFRI'(Ye1v"NCE 1U)ND-f-I,A.BOR AND MA'ri-iRIAl. PAYM yr BOND 'Ihe 5uCt,'ess�i_►1 liicf,,r s�wI , prior Co tTie execution of thr Contract, y furnish Bowels covering the falLhtul performance of the Con .ract and the payrnent ut at ublihations arlsl► thereutJer secured t_hrotigh the Bidder's usual suurces tis nWy be agreeable to the Parties. Ihe pre.mtuns slidl ) be paid by Lhe Bidder. `lhe Bldcler sluill deliver titre required BoiLls to the Architecr: for submission to OLAier r►u later than the date of execution of the Con tract, or if the Work is commenced prior thereto in response to a litter of Intent , the Bidder shall , prior Lu caimunceMMIt of the Work, submit evicence satsifactory Lu (Mier Llu►t Such B0111-IN wi I l be tunilsteaci. 'lire lsu►ri shall be written cisli►g stai►d.ird AIA lLx:ument A311 Perfurnance !;hirci and L-AA)r ai" MiLerial Pavilunt. Bond. 'the Bletder sla I 1 r e(lul re the AL L L1,11Vy-L►-Fa. t whir executes the required RJr)jI.`, un tx'Ir!li- of Ole Surety L-) altix LhtrreLU d certified and current c, y ui his Power' ul Atton►ey. IND 01' SEEHUN SUBSTITUTION REQUEST FORM Advancement o/ Comirmctior. Technology The Construction Specifications institute Northwest Region TO: PRO:FCT: SPECIFIED ITEM: Section Pape Paragraph Description The undersigned requests consideration of the following PROPOSED SUBSTITUTION: Attached data includes product description, specification;, drawings, photographs, performance and test data adequate for evaluation of the request,appllcaNe portions of the data are clearly identified. Attached data also includes description of changes to Contract Documents which proposed substi- tution will require for its proper installation. The undersigned states that the follo%•!jng paragraphs, unless modified on attachments,are correct: 1. The proposed substitution does not affect dimensions shown on Drawings. 2. The undersigned wni pay for changes to the building d.:sign, including engineering design, detailing and construction costs caused by the requested substitution. r . 3. The proposed substitution will have no advarse affect on other trades, the construction schedule, or specified warranty requirements. 4. Maintenance and service parts will be locally mailable for the proposed substitution, The undersigned further states tha: the fun, tion, appearance and quality of the Proposed Substitution are equivalent or superior to the Specified Item. Submitted by. Signature For use by Design Consultant. Firm O Accepted O Accepted as noted Address _ Q Not Accepted (1) Received too late By _ Date .___ Date _ Telephona. _ Remarks _ ' Attachments. Revised,October IW6 ::e ne rd l (,c)nd i: !uns Section 00d.31 - Pa,,e l 1 . c-rAKYURD FORM n-ral Conditions of Chis ContTact is Cie American Institute of Architects Standard Duc.rent No. A201 , "I?E GENL AL CONDITIONS OF THE CANTRACT FOR 11iE (X9, TRUCT I CNJ OF BU I LD I NGS", Apr i l 1976 E-i i t ion, 4 Articles, 19 pages, hereinafter referred to as he "QF_NERAL CONDITIONS", which document is herEby specifically made a part of the Contract Documencs with the same force and effect as though set forch in full. SCD_tff1.I CM In case of conflict between the "Cenral Conditions" and these Specifications the Specifications govern. 3 . PAY LESS EXHIBIT "C" Pay, L.eSs Drug Stores Northr.)est, Inc. "Exhibit C" dated Jarr-iary 1, 1988 is hereby specifically made a part of the Contract Documents with the same force and effect as though set forth in full and applies to each Section in this specification. If conflicts occur between Exhibit "C" and the specificaCicros, bring them to the Pay Less Project Representative's attention for resolution. The Ge-ieral Contractor and the Architect have copies of Exhibit "C" available in their offices for sub-bidders to verify the impact of Exhibit "C" on their work. Subrrdssian of a bid indicates t`►3t Exhibit "C" has been reviewed to the satisfaction of the bidder. I LM) OF SECT 1 UN SLq)J)lementary &Mdl tions Sectiull 00232 - 11age 1 1. (A N ARAL ',he following Supplements modify, clu►nge, delete from or add to the General Corxiittons, Section 00231. Where any Article of the General Conditions is modified or any Paragraph, Subparagraph, or Clause thereof is modified or deleted by these Supplevents, the unaltered provisions of that Article, Paragraph, Subparagraph, or Clause shall rer _n in effect. 2. ADDITIONAL DEFINITIONS Article 1.1.5 shall he added as follows: act nc es teras, System, and Equipment. "Project Manual" means the volume which includes the Bidding Requirenems, Conditions of the Contract, and Specifications. "Approved" means "approved-by Architect". "For approval" means "for Architect's approval". "Selected" means "-elected by Architect". "Provide" means "f•arnlsh and install". "As directed" means "as directed by Architect". Where words "or approved" are used, Architect is sole judge of quality and suitability of proposed substitution. Where words "the Owner" are used, it shall mean Pay Less Drug Stores N.W. , Inc. 3. DIVISION, S' -7ION, AND PARAGKAI l NLIMBLKING Article 1.2.4 shall Ix� added to as follows: ATimber ng ar Ater nb oF DIvislons, SecElons, and Paragraphs in these Specifications are merely for identification arra may not be consecutive. Divisions and Sections incl.udetl are listed in 'fable of Contents". Contractor shall check his copies of Specifications to be sure they are complete. 4. WORDING OF THF_;E SPECIFICATIONS Article 1.2.4 shill be added to as follows: iese Specifications are oF_.abbrc�v ate or "streamlined" type and frequently include incomplete sentences. Words such as "shall", "shad] be", "Contractor shall", and similar mandatory l:hrases shall Ix� supplied by inference in same manner as they are in a note on Drawings. Contractor shall provide all items listed and perform all operations required, in accordance with Article 1.1.3 of "General Conditions", if and as modified in these Spec- ifications. 5. RE 7TX- VCED AGITICIfS Article 1.2.4 shall he added to as follows: AAS'{Im Apercan Assoc It on o tete highway and "1Yanslx)rtat ion Officials 341 Na►tluirarl Press Building Washington, D.C. 20045 1,41m1 emwntary t:unll t runs !AA C L un UU2 12 - V"64L t 5. q1-T'RINCI) Af;I N'I I:S (cont Arrict,��';Iwll tv. .uklrll .►, (cunt '(1) AN$�— il►rrtc.�ll Nat lulwl :�c.,Irl..lzis ltucltute 1411) Sruu.li-ay New Yurk, NY 10018 ASA Alrr!rlcan SCartLlnls Ass4)ctat1on (t" Iu r.rwri A y ANS 1 : 5c e u I xuvc) ASIM Anwrlcan Sctclety for 'resting and Materials I 1916 1Cac.e SC rest M1,13deLphla, VA 19103 CS Conmcrcial St.tndardy cit the CxWWItles Divialon of the lklurtnvoic ul ('unlit-rce W.jshLi%Lun, D.C. 2uUU6 Fed. Spec:. Fe oral S1xc1 f)cat lura ut Che Unitud States General Services A,hnii,t;,tratiun WashLllgtun, D.C. 2UUU6 IND U.S. Deliarcrrt-nt of Housing and Urban Development Arcade Pleza Pkii 1111r18 1321 21.1 Seattle, WA 98101 (206) 442-4867 W. Headley NEC N IC iulwl Electrical Cul.le Ixlhl i shed by the tte,t 1u1u1 F1 re 1'rutccI dun AS,ucl.,�LLN1 NJ-TA IA-10.0) KV PA Ne t.lui"l FI re 1'rutectIun A,�,cxlacfun 4/U INE I..nt!c Avis. Buacun, MA 022 LU P5 1'ruluct Stimlwrtib %.! the C"1J lrllClcs Dlvistun ut the Ih•Iru tinunc ul. CcAss r-rce WJyh1116tuo, O.C. ubc Urll t o nn 1ki l l d i nK C'txle I y the IrltirnwclLl►,1 CU1j.1Vr41nce ut Ik►11.11nK llttlCials (1ChQ) 'J IhU StxAh Wurknkul Ml l t "id 41LEEler, CA WIWI UHC Std lbnt(onn Hulldinp, CGxle 5t.111LlnIN , Vutulx: Ill hubl l stv d by ICBG (ke LJHC: abu-,lr) umc lhA turrn hk.-chame.tl (", It►bllshed try UW .Iljuv(..) USASI 1-hilted States uI Alrarrtc.ln Sl.umiartls Iru,tttute (N)w IvxAA% as ANSI : 'cc Atx)%o ) UL IhshA-rr1 (rr's I-Aburaturtes 2o) E. allu kit . 0r,1L,$gO, 1L 6Mil ;;uhOlueaLnrjiry CANXIitions Section 00232 - Page 3 6. 1U0- T NCIH c;PI-.0 1 FI CAT ONS AND STAND AAI()`; A,-t icl e 1.2.4 !:J-kill lx- added to as follows: W erenees hereTri to 9-1xiicFfcu oils aFdi 9Candards issued by above nan-ed Agencies, Manufacturers, or other similar Organizations shall mean edition current on date of Invitaticra to Bid, unless otherwise noted. Wherever referenced Standard Specifications or Standards issued by Marar- facturers or other similar Organizations contain provisions which con.Elict with the Contract Documents the Contract Ductments shall govern. 7. CONFLICTS Article 1.2.5 shall be addend to as follows: Resolve contra ct ons tween ntrnct - uments as follows: Large scale Drawings take preference over smaller scale Drawings. Written dimension numbers take preference over scaled dimensions of Page 3rawings. see Page 3a - follows this: rage. 8. RRAKIY Article 4.5. 1 shall be added to as follows: Me ent re wo s � warranLexi against defects in material and workmanship for a period of one (1) year from the date of final acceptance by the Owner. The warranty shall specifically provide that all defects in material and workmanship appearing during tlae warranty lxrio d, as determined by the Arch- itect, will be remedied to the 5atlsfactLon of the Architect at no additional cost to the Owner. / Where a two-year or greater warranty is called for in the Specifications, the Contractor and his `,'utXontractir together on a single form, and the Material Manufacturer on the saaw or on a separate form, shall jointly furnish tho Owner with their written warranty for the specified period in accordance with this article. Such warranties shall be in the Contractor's or Mznti.facturer's form, or in a trade association form, all subject to the Owner's and Architect's approval . (See s ggesLed form at Section 01300. ) The Contractor shall secure and furnish to the Owner through the Architect, as a condition precedent to final acceptance and prior to application for final payment, all written guarantees and warranties called for in the Specifications. The Contractor shall , within a reasonable timn-- after receipt of written notice thereof, make good ,any defects in miturial , eclullxnent aixl workmanship which may develop within period for which warranties are in effect, and also nuke good any danuge to other work caused by the defect or the repairing of the defect at his own expense and witlwut cost to Lhe Owner. However, the foregoing remedies shall not deprive the Owner of any action, right or rLim-dy otherwise available to him for the breach of any of the nrovisiuns of the Contract lhacuwnts by the Contractor. 'Me one year period referrud to above, or such lcmi;er time as mry he specifietl elsewhere, Shall not be constnwd as a l imi tat ion upon the time in which the Owner may pursue such other action, right or r.maly. upplun� nc;iry Cuixlltlon.5 Section 00232 - Page 3a Article 1.5..13 Delete and substitute: The Architect sh-ill review and take appropriate action upon the Contractor's submittals such as requested Shap Drawings, Product Data and Samples, but only for determination of conformance with the design concept of the Work and general compliance with the Cuntract Documents, but such review does not relieve the Contractor from his responsibilities under the Construction Contract. Such action shall be taken with reasurvible promptness so as to cause no delay. The Architect 's review of a specific item shall not indicate approval of an assr!nbly of which the i tun is a caigx7nent. I SupplultenLary Cotxlitions Section 00232 - Page 4 - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 9. TAYES ' Article 4.6. 1 shrill be added to as follows: MentracLo�sl 11 by lawL-uT law—upaytrent relieve the Owner from any federal, state or ttwiicipal taxes under all laws now existing or hereafter amended or enacted which apply to the performance of the Contract. He shall further relieve the Owner from the payment of all contributions or payroll taxes imposed by federal , state or municipal authority urder any ")loyment, compensa�ion or insurance laws artj wider any old age benefit laws which apply to the pt.rfonnunce of the Cant ract. 4 10. PI?RMiTS Article 4.7.1 shall be modified as fol lows: The general Building Permit shall be secured aril paid for by the Contractor. ' The Plan Checking Fee has been paid by Owner. All other fees shall b: included by the Contractor. 11. LIENS Article 4.4.1 shall be added to as follows: -ntractor sfralT not permit liens or cams to be filed or prosecuted against Owner on accoLuit of any furnished labor or materials. 12. OWNPR'S R I CI f r TO PAY CU1 I MS AGA I NS'r CONTRAC MR Article 4.4.1 shall be added to as i'nllows: Tl Zontractor fails, neglects, or ruses to make prompt payment of any claim for labor or services furnished to the Contractor or any Subcontractor as such claim becomes due for Work performut d on this Project, W-wr may peiy such claim to the person furnishir4; Such labor or services and charge the amount of the paynrunC agairxyt furxds du! or to become dor: Che Contractor by reason of this Contract. owner's payment of such claim will not relieve Contractor or his Surety from his ublihution with rc,slx�ct to any utrluid claims. 13. GOVIRNMLT1rAL MQU I RtT1I-M S Article 4.7.5 stuilI be added to as foll(us: Pie Contractor agrees to meet all requiF&irnts that may be specified tinder regulations of any govenmental agency hiving jurisdiction insofar as the requirements relate to the nkiterials furnished pursuant to this Contract or work perfonned in accordance therewith, including but not limited to, minirnin wages atxi ahucintumt licurs, all federal , state, arti local tu-,alth and safety acts atxl regulations, atxd all applicable requirenrhttts relating to e({u.rl ur>f)loymvnt nl,lx)rtunity, ituinturumcu of nurrscgregaLed facilities affirmative action for handical)lnXJ perscnts arxl disabled and Vietnam era veterans, atxl utilization of minority tx.L-,iness enterprises. If required, the Contractor rttu!.t have exurute-cd within one year of the date of this Contract a cuT4)liance certificate, the applicable portions of which are incorlx)rated herein. If su_h compliance certificate has not been executed and filed with Wier when rc.-qui rued, this Contract may be cancelled, terminated, or suspended in whol� or in part. 0 Suy)Plcmentary Conditions Section 00232 - Page 5 14. PROGRESS SCl FMM Article 4.10. 1 shall be added to as follows: U t tor rc t cct s rev e�w w Lhin reusonalAe time letermined by Architect and with each Progress Request, one copy prepared i.n Bar Graph form approved by Architect, showing Work order and dates on which each Trade will start and complete their Work. Include critical dates for procurement: of Products. Indicate, at sultable scale, percentage of Work scheduled for completion at any time. f:r:Ler actual progress on Chart prior toeach progress payment for direct ccnparison with SLliedule. If CunitraacLor falls to deliver Schedule on time r. properly update Schedule, ArchiLect may withhold Progress Payment approval until such time as Contracto-. complies with these requirements. If, in Architect's opinion, Work progress falls behind approved Schedule, Contractor shall take necessary action to regain lost time. Contractor shall increase Work arinount, or nunber of shifts, or establish overtime operations, or all of them, and submit for review Schedule revisions in which progress rate will be regained, all without additional cost to Owner. Cont.racLur's lailure to cclg)ly wlLh these requirenwnts shaill be grounds for deLe111IlnalLloll LhAt Wl%ractor i.,, IIUt pro.tc •ut inh Wurk wiLh such diligence as will Insure Project cunpleLion within Scheduled Lime. Upon such deter- mination (Mier may Lermll>,.ate WlAractur'S right Lo procced with Work, or any separable part thereof, In accordance with Article 14.2 of General WndlLfolls. The Wntractor and all Subcontractors, Suppliers, and Kinufacturer shall Schedule material deliveries and installations, to conform with the SchtKilale, and provisions to this effect shall be included in all Subcontracts. 15. SHOP DRAW I NGS, PROIXK-r DA'rA, ANI) SAMI111-S Article 4. 12.4 shall be addecJ to as follows: �ul-xrintt six cut s of illi Su1TtLa-`Ts uirl two of each rt�rluircti1 salt{ale. 16. CIYAN I N, AND T1tAS l KINIVAL Article 4.15.1 shall be, added to as follows: &TiTit1ona y�,follow requirements speciFi&1 in Section 01700. 17. PI W ORMANCL' AND m". r BONUS Article 7.5 shall Ix. luxiified as follows: comply w t r re c relents six--cilied 1.11 fiction 001 i0. 18. SMIMNHAL con,l..I:rION Article 8. 1.3 shall lx- added to as follow';: t ) TiVLMding orzasiTCty wi cons cer Substantially Cortplete unless all Utilities are connected and operating as required for a normal use, and the Building or Facility is accessible by normal vehicular and pedestrian traffic rouLes. Supplementary Conditions Section 00232 - Page 6 19, DEFINITION OF "DAN" Article 8. 1.4 shall be cha ped to read its follows: In s tract, t e term y s mein a ca endar day of 24 hours beginning at 12:00 midnight. The term "working day" shell mean any calendar day except Saturdays, Sundays, and Legal Holidays at the place of building. 20. PROVISIONS FOR PAyMWr Article 9.3.1 shall be modified as follows: ie Schedule of Values diisFFMEO iriArt c e 9.2.1 arrd the Application for Payment described in Article 9.3.1 shall identify each major item of Work by number and title as listed in the Table of Contents of this Project Manual. The form of Application for Payment shall be AIA Document G702, Application and Certificate for Payment, supported by ALA Document G702A, Continuation Sheet. On or before 25th da of month for which payment is due: �i�rut p icat� own or ayment to Arch[ ecC. On or before the eight day of the month follnwi lica[lan submittal : RMeET- ve ercen`t (95-/.)' or t v-aTtle oTWoFk per o , a o rrater als stored as defined in Paragraph 9.3.2, during the previous month, as established by the Architect , will be paid. U execution of Certificate of Substantial Compeltion: 6aTanc�ue-mer t -e-Co`ntract will -lie paicf, ex >-uOing a retainage aimuit of at least twice the estimated value of uncompleted anti/or Unacceptable portions of the Work, or $1,000.00 whichever the greater amount. Thirty dates after final i�nspc!ction arxi substantial acceptance b Owner: ?f�cIarx e^3c ue�ax�ec'therit i=ucC;wiTl�e`pal Hary t t�e or _ then fully completed and the Contract fully perfor,ned. 21 . PAYMENT FUR PKO1Xh'15 S'IUtd1D Ot'F 1111: PK()LlF{`1' S1'1L Article 9.3.2 shall be aiqilified as follcus: When a ay ur dcfdcTcost tote rater coin—be avoided by ,>toring Products off the Site the Owner will make payment to the Contractor for said Products provided the Contractor shall : Male sturage facilities available for Architect 's visual inspection. Segregate and latvi stored Prod%.xas for specified Project. Assume all risk for loss. Prote,,t stored Products and provide applicable insurance against their damage, discoloration, and theft, rr3ming the Wwr and any Mortgagee l as additi-el insureds. Sutrnii t an itemized Inventory and Schedule of Values for the stored Products together with Certificate of Insurance. Submit payment rerWsts to the Owner as part of the Contractor's regular Progress Payment Request. Reimrburse the Owner fr dLur»Kts sustairxd if the :,.toned Products are not delivers-1 to the Job site wAkn 11L-L�d�d. 4'1)1 u11viIt,lly UJI)LII t ic1t15 gutmoll (X)132 - Yabe 21. I'AYMNr ]fil< l'kUlx1CTS `;'MR'-J) 01'1' 'llil? 1'Iu1JI17, Sl'll: (conL'd, Articlu 9.'1 2 snail ] lx amplified (cont '(1) !uTx�l t� to(blurwCt�a copy to[ll� =cTil tecC a written Waiver of Lien Insuring Lhe Owner agal.tlSL claims for ut4klid storage costs. Upon receipt of payment from the Omier prepare and issue to the Owner, with a copy Lo the Architect and any Mortgagee, a Bill of Sale for the Stored Produr:is. 22. PRIOR USE OR XCIJI'AN(:y Art c u .3`tihjn-lk ndcletil to is fol I(Iws. �'r reserves right to useor acW?y-1'-Z ject or any part thereof, or to use Lkluipment instal led wxlec Cuntrdct, prlc%r to final Project acceptance. 23. INSURANCE In the first line following the word "mnintain", insert the words "in a Cenrpany or Cxxgxlnies licensed Co do business in the State in which Lhe- Project is located". Workmen's Compensation: As required by law. 1:n1ployer's Liability: $1,000,000.00. ContraCLor's Llabilily a1Kl u►nLI-ijeturrll IA:ibllity as follows: h'ulm: (;ulylrelwllsivc Cutleral LiabillCY, 111ciuding Premises- aperatiuns; IlxlupellclunL (anlLracLur's Protective; Broad Form 1'ropurLy ilanlalbu; and Products alld CtM4)luted ()perdLions. Nxilly injury: $1 ,000,000.00 aggregaLe atxi $500,000.00 per jr occurret,ce. �-' Prolx,-rry 1)iutuge: $1 ,000,000.00 aggregate and $500,000.00 per occurrence. Personal In 'ury with IAfloyment Exclusion deleted: $1 ,000,000.00. r�lctur,I ihl1 wl t 1ruTiT-1[irn-1- s overage:: $ 500.000.00 1;J1Ty"Tn my Ik'i ocean 1ince, $SU0,000.00 Property lacnage per occurrence $1 ,000,000.U0 Trope rt y [limine aggregate. C-imprehensive Autalt)bi le Liability, inclut111Ig Own-wd, Nuji-<m-aed, and Hired Vehicles as follows: Bodily Injury: $1 ,000 00.00 per Ix.'tson and $1 ,0;)0,000.00 per accident 1'roperty Damage: $1 ,(XX)jX)U.00 pur occurrence. Conq')lettxl Operations alxl Vroducts Lia'oflity: Furnish and maintain for 2 year lieriLxl after final payment. . Coverage Igilinst LxPlasion, Collapse, and 'hlderground Damage. Aircraft Liability, owned arxl non-Owned, if Aircraft are utilized as follows: Bodily Injury- $1 ,0.()11).00 por person atxl $1 ,000,000.00r occurrent Property Ilunli;e: $1 ,(XX),1 (X).00 1wr ou:urrence. t Article 11 . 1 .4 Stull ; lie +ulelt'tl to as f ,l I�1wti: Tllsurance reT c' ;Ct:�i-lI Ri I n K-r(--)nn- C705. Article 11. 1.4 shrill IX'' nrnlified aS `'cit laws: nce at oT n not'rC 511-7 Ie' cll ver. T-Cci omit-r by registered mail. Should insurance be cancelled or re'duce'd prior Lo the C.mtrdct closeout t►ttd should any Insurance bearing an atleelelat'y of Ix'rfurnutx:e Ix.' re iuce'd prior to end of warranty Ix'rit>,Is, alKl if (.OI1LralCt()r f.111s ilmlekliatel / to procure Cother in!,urwicu as :,Ilecifle.ti, the Omier I-e5etves Lhe right to procure such Itl,'Airallct.' aild to cliirhu the cost Lhvrl'l1t tel (lll' Cunt.racLUr. `�up�lelevu�ntary C;enKlltluiu, i;CCL tuii OU212 - Pal-le b 23. 1NSURAWE (c011L'(l) Article 11 . 1 .5 sivill IX- addL.-d aS fill WS: 1 c LII ng cuntalne�� -'L Iies-CiTi►Surai�c�+Requi rc-ments Shall be construed as limitliig the cxtenL of the Contractor's rehpxntsibllity for pdyimnt of damages resulting fron his operations uixier this Contract. Article 11.3.1 shall have second sentence changed as follows: 'nils isurances nc e Me Interests oi^ ier,[Fie`Contraetor, Lhe Subcontractors, and Sub-subcontractors in the Work and shall insure against perils of fire, extended coverage, vandalism :sad mslicl," aaschief, and theft. Article 11 .3.1.1 shtiall be added as follows: orm oT-tax: policy or (. ils coverage will be "Completed Value". Articlr. 11. 3. 1 .2 sluill tx' adelcd as follows: TIby LMT—Le`rm oE�tlii'�Tii:,ur:u�iu icnyni�1 7:it��rydedur_tibles are required, the Omu--r will be reslx)ns i bl a fur payment of Such man story deductibles in the event of a paid claim. Should the Otinier elect to increase, any nuindatory deductibles or purchase dudu;:LiblcS noL olhcrwlnc re(IL111-0d, Iw wi l l lu re!,Ixxisible fur paynr:e►L of such iiddltlexu l dcduct Iblc ,uiueulLs. Article 11 .3.6 duel ) leo revised ,eti Ieillows: Tir ist aenL�iu:e, uft�r-i3iu`wurda�"- (2) Che Architect." insert the words: "his Consultants,". After the words ". . . separate contractors, if any, and," insert the words: "any of." ?tip. GlAWES IN 'fly. WORK Article 12.1.6 shall he supple.nvIlLed as follows: In uctiicr to ac tats�lwclitf;oT`cli�L�tToi►s-Tor extras or ereadlts, all proposals, except those so miivir Llut tileir propriety can be seen by insix--ction, shall be acc(xi,uuiiexl by a CMIActe Itemization of costs including labor, nuLerials, girl Subcantracts. Miere nujur ousts are Subcontracts, they shall be iLeinized al!-.0. 25. OWNI-ICS}IIP ANI) USE OF DOLI"-' 15 Article 1.3. 1 -,hall be, SL >)I!M!nted as follows: 7Tw�c—Tc rawLnf;s wrT 5lx�iiclim aixl ll W-.irclAtectural acrd engineering desigi ani work they pertain to are intcirkxl solely for Lhls project. Ilse Architect and his Consulting ungineerrs disclaim .ill liability if these docuirms or the design, advice, aiid lnsLruc:Llun given Llx:rcen ,ire u!,W un ,rriy other projecC. Supplementary Corxiitions Section 00232 - Page 9 26. WARKP.,ti'TY PE.R I ODS A, 'cle 13.2.2 shall be nxxlified as follows: Warranty a Guarantee: All abor, not rials, and equi Irrent incorl-_ orated into this project shall be under full warranty for one ( 1 ) full cal.erxiar year after the opening date of the store and final acceptance of the project by the Owner; except for longer periods specified for various items. 1. When a failure in w;>rkmanship or material_ results in an interruption c;f any phase of store operation, the contractor and/or sut*- contractor must supply immediate service. It shall be the respon- sibility of Pay Less to notify the office of the Ck-neral Contractor of any such tallure. If the General Contractor carvot supply immediate service, it shall be the option of Pay Less to call ;n local assistance at the General Contractor's expense. FUr,.her, if said failure results in a serious loss of s�Ies and time loss for emr)lo_yees, the General Contractor will be held responsible. ("Seriou is" shall be defined as a business or work interruption of over t.0 hours. ) Owner's occupancy or use of the Project will not alter the Warranty Period herein defined. The Contractor shall and hereby dues guarantee against ordinary wE>ar and usage the following Work as noted and for the following periods, of tine after final acceptance of this building by Pay Less. SECTION NO. OF 1T.:ARS VALID 07500 - Mu-nbrane Roofing 5 07600 - Sheet Metal 2 07900 - Caulking 2 08100 •- Metal Ik->ors and Frames 2 09500 - Acoustical Treatment 2 09900 - Painting (Hydrozo) 7 d 10 The above warranties are :,.1 extension of the one-year warranty called for In the Geocr,d C4.1nriitions and are In additicm to any Guarantee Bond ca; led for elsewhere.. Owner reserves the right to make temporary and emergency repairs as necessary to maintain Products without voidinr specified Warranties nor relieving Contractor of his responsibilities during Warranty Period. END OF SELMON' "'Lrrory of the Work Section 01005 - Page 1 ( SECTION 01005 - SU"VARY OF T}E7 tNURK 1.00 CE`TR-k1. 1.01 SCOPE A. Furnish all labor and material necessary to complete t e general cosntruction, including mechanical & electrical work, for Pay Less Drug Store, at Tigard Towne Square, Pacific Highway & Durham Road, Tigard, Oregon, strict accordance with these specifications and accompanying drawings. B. Drawings: The drawings which form a part of the Contract Documents and 6 .1ch accompany these specifications are as listed in the Sheet Index on the drawings. The Contractor shall keep available at the site a complete set of all G-)ntract Drawings, supplementary drawl. •gs and approved shop drawings, including the Building Department "stamped" set of plans. C. Specifications: The specifications which form a part cF the Contract lbcanent consist of the divisions as listed in the Table of Contents in the forepart of these specif.icaciin5. 1) Division of Specifications: For convenience of reference only, these specifications are separated into Divisions and Sections. The terms and conditions of limits of the work are entirely between the Contractor arid his subcontractors or tradesmen. The Contractor is solely responsible for the accomplibhrient of all work and the furnishing of a complete and properly operating fecility, whether the work is done by sutY_ontractors or his own forces. The contractor shall act as coordinator in the work and shall proceed without unwcessa ry delay or hindrance. Z) A complete copy of the specifications with all addenda, bulletins, amendments and a copy of project currespordetx a atfecting the work shall be available at the job site for ready reference. D. Pay Less proposes to furnish and insc.2,11 certain items of equipment and interic furnishings as noted. It shall t-.> the responsibility of this Contractor to pro%q de preparatory work as sh(.+r.m on the drawings and herein sr*--cif ied and to cooperage with the subcontractors retained by Pay lass during the course of constructl.on and as directed by the Architect. ( C�J' OF SECTION General contractor's work Section 01020 - Page 1 d SFLTIOK' 01020 - GLTIE:RAL COM17RACIDW S U)RK 1.00 GEWAL 1.01 LAYOITr AND COORDINATION A. C-neral Contractor, a] 1 other contractors and subcontractors shall coordinate their work with all adjacenC work and shall. cooperate with all other trades to facilitate general progress of work. Each trade shall afford all other trades every reasonable opl-rtunity for installation of their work and for storage of their material . B. Following the completion of concrete forms, accurately locate and mark the center lines of all partitions for the use of all trades in the placing of required sleeves, hangers, anchors, conduits, etc. and make provisions for, and verify the locations and levels of, all such work before proceeding with pouring of concrete. Provisions shall be rmide for the passag•! of pipes, conduits, etc. through walls and floors to avoid needless Cutting of concrete. Pipe sleeves and thimbles el,,ewherc: specified shall be built in as directed for all 1-lipUS passing through the walls, floors, etc. , above grade. C. L•:xtreme care shall be exercised in accurate placing of all embedded bolts, etc. , supporting ankles, expansion joints and where finish dimension lines are of great importance. 1.02 MEASURLMMS A. Before oru-,ring any material or doing any work, the Contractor shall verify all measururnnts of the buildiri; and shall be responsible for their correctness. No extra charge or o:oxnrxmsation will he allowed or acceptW for differences between actual measurements alki the nva suruments indicated on the drawings Any difference which my be found shall Ix-, submitted to Architect for consideration before proceeding with the work. Should he fail to comply with the above instructions he shall alter his work at his own expense as directed by the Architect. Measurements and locations of all meclwnical and other apparatus shall be obtained from the various Daub-contractors and they shall be perfectly fitted to the building. 1.0.7 CODES A. All work must comply with all applicable laws, codes aryl regulations of all local, state at-id national governing agencies, arta the General Require- ments set forth herein. B. All work must comply with the Cederal OccupatiorAl. Safety and Health Act and/or the cc.eparable act of the state in which the constrcLion occurs. Dines incurred by Pay Less as a result of failure to comply with these ` rales and regulations shall be the rus[i)nsiblity of the contractor anal/or the subcontractors. General cunL racLcr's work Section 01020 - rase 2 C 1 .03 CODES (cont'd) C. Deliver certificates of inspection and compliance issued by proper authoriCies to the Architect for filing with Nay Less as a condition of final payment. 1.04 MA U`ACIURER'S DIRECTIONS A. All manufactured articles, materials and equilxnent shall be applied, instal]Lxl, coiuiected, erected, used, cleaned and coixhiLioned, in accord with manufacturer's printed dlrec.ions, unless herein specified to the contrary. Where reference is made to manufacturer's directions. Contractor shall submit specified number of copies of such directions to Architect. 1.05 RESPONSIBILITY FOR DAMAGE AND LOSS A. The contractor shall be responsible for any loss or damage caused by him or his workmen, to the property of the Owner or to the work or materials of other Contractors or sutc:onLractors area shall make good any loss, damage or injury without cost to the Owner. B. Each contractor shall be responsible for any loss of his materials, equip- ment, etc. , delivered at the site, as wE?ll as for their proper care and protection. 1.06 STANDARDS A. Any material specified by reference to the number, symbol or title of a specific standard such ai Uxmrercial Starxlard, Federal Specification, rade atisociatLoll Aillx1rt•! or ()cher similar; sl-kill canifly with the require- ments in the laLesL revis).on Lhereuf aril any anv►ximenL or !,Lq)plemenL thereto, in effect on the date of InvitaLion for Bids, except as limited to type, class or grade, or uxlified In such reference. B. The standard referred to, except as modified in the specifications shall have full force and effect as though printed in the specifications. These standards are not furnished to bidders for the reason that the manufacturers and trades involved are assumed to be familiar with their requirements. 'Ile Architect will furnish, upon request, infornILI Lion cm how copies of the standards referred to may be obtained. 1 .07 8001' PRl l'AlVl'1ON A. The General Contractor shall have the field of the roof and all parapet walls in a ready to roof condition, prior to any roofing. The loading dock and front canopies shall also be, in a ready to roof condition prior to any roofing. General contractor's work Sectirnr 01020 - Page 3 1.07 ROOF PREPARATION (cont 'd) B. It is the sole responsibility of the General Contractor to be sure that his subcontractors have all of their work on the roof completed prior to the roof installation. Roof penetrations by the General Contractor and/or any of his subcontractors will not be permitted once the main roofing job is ccrnpleted. In the event that roof penetrations are made after the roofing is done, the roofing subcontractor will be required to return to the project and make the necessary repairs. No one else is authorized to do so. Under these circumstances, it will be the sole responsibility of the General Contractor to pay for these repairs. Pay Less representatives will be the sole judge regarding the necessity of making such repairs. C. It shall Lie the General Contractor's sole responsibility to haw the roof completely cleaned for the emulsion and aluminum coatings. Failure to do so will result in pay Less representative having the roof cleaned and back charging the General Contractor for this work. Pav Less will be the sole judge as to whether or not the roof is cleaned properly. 1.04 CO!-1PLEII01' PRIOR TO STORE FIR7URING The follm-ing work must be 1005, complete at th-- date set for ccrrmencempnt of store fixturing and stocking: 1. Installation of all plumbing and plumbing fixtures 2. Parking lot paving arra striping (not in this contract) 3. Installation of compactor and container `.. 4. Installation of floor covering, ceiling, saies area heating and airconditioning and activated automatic sprinkler system 5. All. lighting and basic electrical work 6. Offices 7. Warehouse 8. Bu: 1,:.•ig security 9. Waxing of resilient flooring. See Section 09650, 3.02 G. 10. Telephone: dial tone musc be complete one week prior to store fixturing and stocking. 11. Permanent power must be installed by two weeks prior to fixturing and stocking. 1.09 EQUIP''ir'1T FI-RNISHM BY PAY LESS AND INSTALLED BY DAY LESS A. Sales Area Fixtures I . Wiring of Pay Less's fixtures is the responsibility of the electrical su}►contractor and shall be considered a part of the general construction contract. B. Fire Extinguishers (as re qai red by local fire deparz:-rnt) 1. ABC dn- chemical. . C. intercir and public address system (conduit and bcxes by Gener.•al Contra tor). D. Interi^r decoration. exclusive of painti, .. General contractor's work Section 01020 - Page 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E. Parer towel , toilet tissue dispensers, soap dispenser, sanit;�ry .napkin dispcsa: containers and sanitary toilet seat cover dispenser:. F. Fav Less front building sign letters. 1,10 EQU i F,E_NT F l'CNI SHM BY PAY LESS AND INSTALLED D BY CONTRf,MR A. Acco•,mting office safe. 1. Notify Pay Less seventy-five (75) days F-rior to date the safe is required at the job site. B. Satellite Dish 1. The general contractor shall provide and instal: the following iters: a' Structural support system b'+ 8" curb c', roofing '. ?a\• Less will pro✓ide arra the general contractor will install the following- a, the 53�" stantion nount b L metal angle braces permanent metal cap l.11 PROJEA-7 MF-LT 1 NGS I. There shall be a preconstruction me( ►g with the Contractor, the Pay Less representative, the Architec.. the Electrical and Mech- anical Contractors, and ot'ler pertine _ subcontractors. 2. There shall be monthly meetings with the above parties. Dates for the monthly meetings will be established at the precons--ruction meeting. 3. 11wre shall be a pre-roof conference held a minim,, of 48 hours prior to the roof membrane application. See Division 07500. 4. There Ghall be an on-site conference held a Min�lxrn of 48 hours prior to the application of floor tile. s Guncral conLracl or's work Suction 01020 - Page 4 1.12 NO'T'ICE OF COMPLETION File and record the Notice of Completion with the local governing agency in order to limit the time period in which liens may be tiled against the job. Notify Architect and Pay Tess Construction Manager when this is done. r F-D OF SECTION Altern<,tes SUCCI n 01100 - Page 1 SECTION 01100 - Al_Tt.RNAj1- , 1.00 OEIIE_RAL 1.01 DESCRIPTION To allow total. costs to be compared where oi.ner materials or methods might be used, certain alternates have been established its described in this Section of these Specifications. 1.02 RELATED WORK SPECIFIED IN MER SECTIONS Pertinent Sections of these Specifications describe the materials and methods required if the altemates specified is selected, These alternates are also listed on the Bid Form. 2.00 PRODUCTS 2.01 ALTERNATE A Varnish and install fiberglass ductwork in lieu of sheet metal ductwork. See Section 15d00 Heating, Ventilating, Air Conditioning 2.07 B. 3.00 r-ALCUT I ON 3.01 REIJITM. CIWNCF.S �"' Make all changes to related work occasioned by the Owner's choice. Testing I„lbor•atory Servicc Section 01400 - Pi ge 1 ✓ SEC'TIG� 0100 - TEr`,' N6 1AI�)t-,ATORY SO VICES 1.00 CCN7 RtA,.L 1.01 Description: From time to time during progress of the Irk, the Owner may require Chat testing be performed to dete mune that materials provide for the Work rust be specified requirements. Such testing includes, but is not necessarily limited to, fill r�Cerial _`or the site, concrete, st el, and masonry. 1.02 Related work specified in other Sections: Requirements for testing, are describt-d in various Sections of these sVxccifications. Where no testing rogLu reemenLs are described but the CA,mer determines that testing is required, the Owner may require testing to be performed unde- current recognized standards for testing. 1 .03 Work not included: A. Selection of testing latx)rat.ory: The Owmer wrill select pre-qualified, independent testing agency. i.0+ Codes and starxards: Testing, when required, will be in accordance t,-it:h all pertient crxies arm regulations and with selected standards of the Arwrican Society tOr Testing and Materials. 1.05 Qualifications of testing laboratory: The testing laboratory will be qualified to the Cwner's approval in accordance with AST1.1 t-329-70 "Recommended Practice for Inspection and Testing Agencies for Concrete and Steel Used in Constriction". 1.06 product Dandling: Pror,;)tly process and distribute all required copies of the test reports and related instrrctions to ensure all necessary retesting and/or replace- ment of materials with the least possible delay to progress of the Vo.k. Testing Labnratory Services Section 01400 - Page 2 .,.r 2,00 PRGDucTs 2.01 Par-vnt for testing senices: A. Initial Services: Contractor shall ptovid,_ initial testing services requested by the C)wner, B. 'retesting: When the initial rest indic.aLe non-compliance with the Contract Documents, all subsequent retesting occasioned by the nom-compliance shall be perfarsame agency by the saagency and the costs thereof paid by the Contractor. 2.02 Code Coral iance Testinf;: Inspecticros and tests required by codes or ordinances, or by a plan approval authority, and rade by a legally constituted authority, ;hall be the responsibility of and shall be paid for by the Contractor, unless otherwise provided in the Contract Documents. 2.03 Contractor's ccmvenience testing: Inspection or testing performed exclusively for the Contractor's convenience shall t)e the sole responsibility of the Contractor. 3.00 E\T-CLrrION 3.01 Cooperation with testing agency: Representatives of the testing agency shall have access to'the Work at all tirm,s. Provide facilities for such access in order that the agency may properly perform its functions. 3.02 Schedules for testing: A. By advance discussion with the testing agerk.y selected by the C)`.ner, determined the time required for the testing agency to'perforrr its tests and to issue each of its findings. Frovide all required times within the construction schedule. B. When changes of construction schedule are necessary during construction coordinate all such changes of schedule with the testing agency as rerTai red. Te:"Eing L.abo,ratory Services Section 014C`0 - Page 3 3.03 Taking specimens: All specimens and samples for testing will be taken by the testing agency all sampling egpiipmen[ and personnel Till hr provided by the testing agency, and all deliveries of specimens and samples to the testing Labo--tory will be performed by the testing agency. 3.04 Reports: Submit reports directly from testing laboratory to: Pay Less: Attn. - Karl Cranlimd; Architect; additional at Contractor's discretion. i i M OF SECTION s- a 'I'cmlx)rary Facilities Section ul5(x) -- Page 1 `iX7TON 0150 - '1'I•NINNARY FArII.ITIVI. I .CX) CM- FNAl. 1.01 Spec.l f t t=d e l sv%Ji v reg Refer to individual requirements of various sections for additional items of tengx)rary construction aratl facilities. 2.n0 PRODUCTS 2.01 N-railed ret1rirrments A. Flcld office 'Aai !din},: Provide substantial weathertight office Wilding on site where dIrecLex/. Provide wexxl fle .above ground, door with cylinder lug., aax.l large blazud winduws. Lquip with shelving, pLall rack, plan table, and chairs as directed. Provide adequate heat , electric 110, M arad janitur service. B. Torg-onrary skirragv: the contractor shrill provide on the premises where dtrectetil, nWlntaln in good currJLLLun aml shall remove when directed, suitable, substantiul-, watertight storage sheds in which he shall store all his materials which would L)c danuged by weather. All storage shu-ds shall have flours raised at least b" aLx)ve the ground on heavy .joists or sleelx_rs. c. Tei nary stairs, la(Llers, rany)s, mi,iwn sy , etc: The contractor sl-u)ll furnish and maintain all equil:aaVnt such as temporary stairs, ladders, ramps, scaffolds, n.anways, derricks, chutes, elevators and the like as required for proper execution of all trades. All such apparatus, equipimilt and constructiun shall nweL all require-nents of labor law ami uthcr Mate or local laws lxrrtairilr>g LhereLu. D. Job telephone: Provide non-culn box telephone connected to city exchange. Install %hien work is sturLLd, malntahi liMil lull cur40etion, phy all charges. Allow all those comucLed with Lhe work to use, proviLW they pry for toll calls. L. Driaaleing whiter: I.larnish, from a proven safe source, for all these connected wiLh the work. 11ilk, or transl-A)rt in such maruaer to keep iL clean and 1 rush. Servc in single service cuntalners or try sanitary drh klnb fuwitalm.. F. Ten x rary te)Ilets: l'ro)vlJe ehcmicrrl tylx, toilets, adequate in anonber for all Lhu!,c cumccietil with thu wulie. [A)CAe Jlt:re e_rirecLed wlaun auric L:; started, keep in sanitary comiltiun. Remove frtxn site upcm coxlapletion of work. 'I�•��x�rn�y 1' icl l It lcs ';� ct l��n UI 5UU -- I'ttde 2 i l i _y_IyTir_�nc s: The G)nt racy ur ntui I l secure perni is aml provide and I),ry for lil;lit , Ix,wk-r .uYi water durltig construction Lor use by all trades. All ad jusO vents ul the cUr,t ul tUf4x)rary services betty-en sub-trades spall he the rcr,l,unslhi l lty ul the General Wiitractor. i ClI I)lslxasal SucLiutt U11UU - Page 1 SECTION 01 AX) - CLEAN-UP AND DISPOSAL 1 .00 CFN RAL 1.01 CLEANING A. Pruvide complete clean project ready fur WI !dlnb construction to start. 1. Combustible rubbish stall riot be burned or, the property. All residue and non-combustible rubbish stwil be removed from the site, leaving Lhe entire site clears. B. During the progress of the work, all debris shall be removed at least once each week from Lhe prerrrlses. Sere slaeCific Sections foi• cleaning up reiaLed to any particular wurk. C. Prior to the acceptance of the corrgaletrd project, the entire premises shall l,,t cieat►ed Lu Lhe approval ul the ArchiLuCL and Owier. END (W SECT LUN 1. Earthwork Section 02200 - Page 1 SECTION 02200 - EARTWORK 1.00 CI:NI:l41ir 1.01 WORK IN OVIT, SEMONS Excavation arxl hackl i I1 for uK•(.-lLiniccil ;irKl electrical wr)rk. Ali uLliur site work in `;ITL W1M dOCLU1K•ntr,. 1.02 WNM.-NTS Careful ly maintain bench inirks, r>xnaturauntS alxl other r-eferencu points. If disturbed or dustroyed, rcplacu as diructed. 1.03 DUST CONTROL Protect persons and property from d;m ige and discomfort caused by dust. Water as necessary to overcome Oust . 1 .04 I.xa-ss oR smiaACI: or 1•:11x'111 Rirnish and place additiurLAl ii►rttrrial hereiia:rl'tvr spuciI ied or needed fur fills. 1.05 SUBSURFACE CONDITIONS 7hi2 building area has been brought to an elevation 8 indies below the finish fluor grade. 2.00 111101xjCrS 2.01 I.I:MIL NC,' C;l)UIC I-, A. IA2vuI 1 iiig course urr<lur al I interior concrutu flcxrr slabs shall be 3/4" Mims~ crushed rock 4" Lhick altar Iving conip.rctud. Install after utilil.y launches, ctc. have ix�cn tilled ;llKl cumluacted by trades requiring t hunt. 2.02 TROCH AND STkUMMAL MCKF I LL 1 A. On site material shall he free frcmi organic matter aril subject to the approval of thv Archituct . B. Imported grcanul:ir nciterial r,h,il I Ix, frty I nen organic mrttur .rtxi other dt2luLurious r,tibstailcu ,u KI r,Itii1 I Ix• in lW t iL le r,iw Wrdurananh with the following limits.. P,iSsillg the Ntanlx•r '+ iUVe . . . . . . . . . . Passim; the N Oxx M -,Lvvu . . . . . . . . . . A. mixinxyn 3.on r.xi- it l ON 3.01 FXC;AVA'i- cc, A. i..xc,rvate .r:ti rn ce:,,,�iti I� r wni k li,n,nt un tlr.iwrni,�c ur :�pucl l i�til. Allow ampic for 1„1,11 "kirk. IA:,IVI' 1K-.rr'rnt; 14KII .1o11411 , Ivvi-1 •akl tilt. wr - - - - - - - - -- - - -- - - - - - - - - - -- - - - - --�uct_1�m U1200 --!'age ` - - 3.01 EXCAVATIW (cont 'd) B. lkprh of Footing; Exc:lvations: Locate bottcxn of focuxiations on solid bearing two feet minisnun belOw adjacent finish grade, or one foot minimun into existing c"'PaCted or natural earth, whichever is deeper. C. Exce:;s ExcavA f on: Should excavatioll, through error, be carried to elevations w [hose shown on dr;_iwli,i;s, 1 i l ) lower than Lo propor levels at Wntractor's expense. i�1 1 1 under footings with concrete of recjll red st rengO-,, cinder slabs with Compacted gravel . Earth or gravel fill. under footings not permitte 3.02 F I L1.I NG AND RAChT I 11_I NC A. General: keniove debris and decayable matter before filling. Use :Jpproved materials only for fills. Obtain Architect's approval before filling against concrete or masonry w;_l 1 1 s. �"w tills as n Soon as feaslbie LhereafLcr Lo insure nuximusettlement. B. Fill a"d compaction: I. Upon approval of the subgrade, spread the specified fill material. 2. Water or aerate the fill material , as necessary, and Lhorouk;hly 3. mix to obtai i a Moisture content which will permit proper corq)a, ction. � CoMIxrct soil layer to at least: the specified minimus degre,_ of ccrrT)action. (95% standard AASIM) 'r-180. ) 4. Repeat cOuTdction procedure cnitll proper grade is attajned. 3.03 CU.jvNING Up The Luipaved areas of the site outside the building shall be raked clean of all trash, wood forms and other debris after compaction of the work of this contract anxd the materials Lhus accuiulated shall be Mxwetil off and away from the sire or otherwise of the (>tmer. di.spose(l of to the satisfaction I-ND W SlrFlON - - - - -- -- -- --- -- - - -- -- - - - -- - - _ _ _ _ Section 0�'`iKl ` •,,8e-11 _ - Q SECTION 03100_ CONCIO-11' 11GItA1hl01tK 1.00 CIMRAL 1.01 WOW( IN un g swriONS Concrete rel►ifuruunrvil , Ire Irr.11►rg; I►,ir t,,,l,lp►rt;; :uxf 11i►rrgersI +nSurtS :jiv Sluuvlrrg; I;,r rulrrlurcura'n[ uccet;;;ories. nuc tir►ilc,il wkl ele01110 l work. 1.02 BuILDINC CODL Requirements of the &;i lding; Ccxle, if more rigid than those herein, govern. 1.03 COOpQtgTION Allow other trades time and facilities to install necessary embedded items. Install miscellaneous item:: furnished by other trades to be cast in concrete. .04 CORING Provide coring; of slabs and walls for mechanical and electrics! work, sizes and locations as directed by mechanical and electrical trades. 2.00 PRujX1CTS 2.01 PLYWOOD wqqs 5/8 inch AYA En' "plyform", or approved. Use for exterior and interior concrete %Urfaces. Arrange joints as lrkiicacud, o,, as (i,ructud. 2.02 STC.-L R)Rms Approved type steel f(Irm5 rrrly be usctil in lieu of wood, at Contractor's Option. 2.03 FO1il`1 'I,IL,; Dayton "Sure-Grip",I►", Il i chmond ties type recamx!rxicd 4 n,i►lufilclurc. S"r For conditions ofrinstallnor �proved, ties andd Satio iwoo pacers not permitted. Wire 3.00 LXLCUM ON 3.01 I-ORM WOIWbVt �,)j l p Conform to shapes, lines and dimnsions shown on drawings. weakened plane -joints and ulhcr surface Foran for LrYluntations, as indicated. Kake forms tight to prevent leakage of mort.!r. Provide :access opening,, as recluirc-d for cle:n►in anti ins ►e. and reinforcement prior to placing; of concrete.g I tion of forms (.�IIIC'1'('LC0IIIM )1A '42CLI011 03100 - Page 2 r - 3.02 OF FOILS A. P]ywood Forms: Coat with Sonncborn-Contech "Cast-Off" or approved stainless form coating. For surfaces to be painLed, use nlinimkEn rILWtntity required for form rerwval. B. Metal Farms: Approved type release ccxq)ou►x1, applied in accoruance with manufacturer's directions. 3.03 :W—USE 0- WOOD FOlgvE Withdraw projecting nails and clean conte .e form contact surfaces. 3.04 REMOVAL OF MRnS: Renrlve forms at a time arra in stu:h manner to insure complete safety of the structure and without d.tnktge to concrete surfaces. Remove form ties 4 clays after pour, unless directed oLherwise. IA2ave supporting forms and shoring in place until concrete has attained sufficient strength to lately support its own weight plus any loads imix ed 111x011 1 t. J I-JID 01' SECTION i t',ni�•r,•te r, l,�l-urcenr�t�l. - - - - - - - - - - - - - - - -- - - - - - - - :iectiun U32U -- Tube 1- - - - - - - SILMON 03200 - CONCItI:TI; IJ:1Mi0RClh1FNf 1.00 CF.I�IfhN 1.01 ExTOC WORK Conventional reinforcement [Or cast-111-I,lace concrete. 1.02 SHOP DRAWINGS Prepare canplete bending and placing diagrams, in accordance with ACI publication 315, latest edition. Submit: to Architect for approval before fabrication. 2.00 PROD11CT5 2.01 BARS I ;fillet steel bars for concrete reinforcement, ASZM SpeciA"ication A-615, Grade 60, deforrr►ed bars except where notud othetwise on drawings. Each piece of steel grade-corked or each shipment acccxnpanied by a certificate of inspection. 2.02 ,ESH Cold drawn steel wire, Speci J- on 185. 6 x 6 inch mesh, wire s�enoLed of dr,l.wirigs. 2.03 ACCI:SSOR I LS Conform to C16I "ht-inunl of Standard Practice for Reinforced Concrete Constniction", 1981 edition w[th 1983 revisions. Include all devices necessary for in place.c placing, reinforcement n plspacing, supporting artil fastening steel Metal accessories 9;rlvanized where legs will be substituted for steel, subject to Architect's approval. 3.00 F-MCUIION 3.01 f'AIiR I CAT ION Clean, Ix-nd and splice reinforcenlent in accordance with Uniform Building Code, currant edition and ACI 318 latest edirion. Welding, if used, Ixrrfonied by weldurs certified by American Wel ling Sc)inserts.setto AWS 5phc. for wulditl9 Lnreinforcing steel D1.4--19 and concrete 3.02 I NSTAl"TI ON Place steel accurately in cncc0rd;ince with approved placing diagr�ti�ns. Fastenon securely in I►I.(ce to prevent disl)lacun(:,it buture alld during placing (,f concrete. t Uercise care to he sure reillforcumnt is, hrotecte(1 by re(luired thickness of concruLe, as iitliCdLL!d till .q)I)rov(2d I)lucinb Ji.ibriuns. i Concrete rvinforccmimit Section 01200 - i'age 2 3.02 1NSTALI_,Kri0N (cont'd) IAP sides arca ends of mesh reinforcement not less than one mesh. Provide corner bars same si.2e and spacing as horizontal steel. lap splices in footing reinforcement 30 diameters or 2'-0" and stagger laps at least 4'-0" av alternate bars. Provide dols from footings to match all vertical wall, pilaster, and column reinforcing, lap 30 diameters or L'-0" minimum. Leap all bars in intersecting; footings 30 diameters or 2'-0" mint-,m. FIND OF SWrION Cast-in-place concrete Section 03300 - Page 1 SECTION 03300 - CAST-IN-PLACE CONCRI— u 1.00 GENU' A1. 1.01 WORK IN OTHER SECTI011S Conventional. type steel reinforcertient for concrete. 1.02. CODES AND STANDARDS Comply with all pertinent codes and regulations. Mix, place, and cure concrete in accordance with ACI 318-83 and 318.1-83. Inserts to equal NBS-BSS42. Where provisions of pertinent codes and standards conflict with these Specifications, the mora stringent provisions shall govern. 2.00 PuOIx!CTS 2.01 CONCRETE A. Concrete used Ghall be Readymix, manufactured and delivered by a company regularly engaged in this business and who will assume complete responsbilir. for the mix design and racformance of the project, in r(Mpl.iance with ASTM C-94. B. Use Type I Portland cement, ASTM MO, normal weight aggregates, ASTM C33; lightweight aggregates, ASI-I C3;0; ai-r-entraining admixture (at exterior �.. curbs, walks and slabs) , ASTM C2bO; potable water. C. S 1 ump 1 irni t s: Ramps arvi sloping, surfaces; Not mrre than 3" Reinforced foundation systens: Not less than 1" nor more t'an 3" All. other concrete: Not less than 1" nor more than 4". 2.02 PERIM)JTE3Z INSULATION Styrofoam SM insulat_lon board, 1" thick.. Meadows Sealttght self-expanding cork e:cpansion joint ;filler. 3.CPO F-XFCU` ION 3.01 TESTING A. The following inspecticr,-15 and testing shall berrtiade by an independent agenc\- as outlined below. Fay Less's review of the tests is only a check to insure the tests are being co Tl leted, recommendations being followed and to insure quality concrere. Testing will be paid for ler Secrithi 01400. 1. Compression strength tests. Or.- set of (4) cylinders for each day's F:-Aur and for each Ix-)ur e,,ceeding 20 cu. yd. whichever is less, (alaximun 2 cylinders from one truck) . hlrtke cyl ;rxiers in accordance with the proper ASTM standard. (4isl-tn-II.t�u cut!�rutu - - - - - - - - - - - - - - - - - - - - - - - - Section 03300 Page . 3.01. TESTING - - - - - - - `-� A. lcont 'd1 All cylinders in a set shall be marked with a number on one end. The Contractor shall record this number on his record Of concrete placed. The first and second cylinders shall be cured by the testing laboratory. The third and fourth Cylinders shall be cured at the job site under field con- ditions . The testing laboratory shall submit reports of all tests conducted to the Architect, Contractor, and PayLess immediately upon completion of such tests. One Cylinder from each set shall be tested at seven (7) days and a second at 28 days in accordance with ASTM C39-66. The third Zylinder from each set shall be kept at the job site until the 28-day test report on the second Cylinder in the same set has been received by the Ar,:hitect. if this report is satisfactory, remnvP and dispose of the third cylinder. In the event the seconu �-,—nder tests are below the required strength, the Contractor's laboratory shall then test the third cylinder at the age selected by the Architect. In the event the compressive strength of the third cylinder, when tested, is below the specified minimum, the Architect may require test cores of the hardened structure to be Luken \.. to the Contractor' s testing laboratory in accordance with ASTM C4;-68, at the Contractor's expense. If such tests indicate that the care S )ecimen is below the re_ctulred strennr tete cone! ete�i oue t n %ha he removed and rs aced i lou cos l o`1a-TP, s;" -QTY o-- er w0rick- ged as a resu t o t s coni rete removal shall be replaced with new material to the satisfaction of the Architect and at no additional cost to Payless . Where care cylinders have been taken by the testing laboratory and the concrete proofs are satisfactory, the cut out sections shall be restored to their original condition in a manner satisfactory to the Architect and at no additional cost to Payless. The minimum ,coomr_e,ssive strep th at the 28 d� • a-f—Tea ��,� si or a-s�ermtne test shall be whicheveer 1s realer —`�.� —t-1'ie n , neer rch-Ttec-t S. Slump Tests: 1) The testing agency shall also truckload tested and for each poser ex eedinrform p �iests for each is less, t�ttichcwE r 2.0U C Chis sccllutt. Cast-in-place concrete Section 03300 - Page 3 3.02 MIXING & PLACING C.ONCRFTE A. General : Modify and supplement standard specifications as follows: B. Notice of Intention to Pour: Notify Architect at least 48 hours before an intended pour. C. Ccxnpirctlon En ploy mechanical vibrators supplemented by hand spading whenever, in Architect', opinion, it is necessary and as directed. D. Concrete bond: Grace 'Daraweld" "C", Larsen ProdrCCS '"Weldcrete", or approved. Coat existing concrete to be joiners with new concrete with concrete bond, mixed and applied in accordance with manufacturer's directions. 3.03 JOINTS & :STOPPAGES A. l,kakened Plane Joints in Walls: When forms are removed, fill with caulking compound to within �" of face. B. Cold Joints: Provide where indicated. C. Expansion joints, in earth-supported slabs: Approved type pre-molded asphalt expansion joint material , �" thick, depth as required to bring C0) to wit " P qu. 15 l � of surface. Fill remainder of space with approve; mastic sealing corrTx)und. Provide in the following lucatiortis: 1. Whenever exterior slabs abut vertical surfaces. 2. At intersection of new concrete with old. 3. Elsewhere noted on drawings. 4. 15 feet O.C. in w,.ilks and drives, unless noted; 30 feet apart in curbs. D. Construction Joints: Conform to standard specifications. E. Perimeter Insulation: 1. Install Styrofoam SM insulation 1" thick against inside face of concrete fourxiation walls exterxling from bottom of fl(x-)r slab down 2' . Where top of footing is less than 2' below bottom of slab, exterxi insulation under slab so the total insulation width is 2' . 2. Install Meadows Sealtight self-expanding cork expansion joint filler from top to bottom of slab. Section 03300 - PaL;e 4 3.04 CLEANING & REPAIRING CONCRL.'TE' A. Form Tie Boles: Fill with cement mortar mixed as dry as feasible and rammed solid. B. Voids & Gravel Pockets: Rematr as directed wherever exposed to view and where, in Architect's opinion, it is necessary. C. Knock fins off smooth; patch imperfections to match adjacent surfaces. Smooth surfaces with carbunuIxlun stone where necessary to make surfaces clean and smooth, ready for. painting. 3.05 CONCRETE SLAB FINISHIS A. Steel trowel: After concrete is sufficiently hardened to prevent_ drawing moisture and fines to the surface, finish trowel in 2 operations. Perform first operation with a power rotary trowel until matrix no longer accumulates on the trowel . Do not use cement, sand or a mixture thereof to absorb excess moisture and do not add water to facilltate tro-jeling. Perform second troweling until (.here is a distinct ringing sound under the trowel and a smooth, hard burnished surface is obtained. Use liquid curing membrane. i 1. Location: Lhxier resilient flooring and aL all interior exposed floors not otherwise indicaLed, grirxl s-ry.)oth all joints, ridges, etc. , to receive resilient floor coverir,e,. B. Broomed: After floating, draw broom across the surface at right angle to flow of traffic producing a uniform non-skid surface. For light. broom finish, use a fiber broom, leaving depressions approxin-itely 1/16" deep. For heavy brown finish, use a coarse broom leaving depressions approximately 1/8" deep. Use liquid curing membrane. 1. Location: Light broom finish - slightly sloping ramp:,, exterior walks. Heavy broom finish - steep rwnps, exterior duck ramp , and at nur:,cry. C. Slopes to Drains: Trtui to line, evenly graded, 3/10 inch per. loot (nrless noted otherwise. liefore placing, carefully verify elevcitions of all fluor drains and nutify the Architect of any fluor drains teat are so set that floor areas cannot be slolvd Lo the drain. Use 20 toot steel sLraight cdg(- where prcictical for uniform slope. L:xurcise extrem_- care in the f itshinp of fl(x,rs .,dmcent to floor drains to assures tlr:il the floor area .,, I l slolIe aitl water will drain into the flues drain and not Ix- lmlx►wxlL-d in .,ny surlace depression. Contractor w,cer tv ,t all :'Iour areas for ,xs Lo floor drains in pr:'5c11ce (.l Lhe ArChi[ect ..r :uS reprum-Malivc. 1Viy ll(x)r Sothic( which kill~ Lo (train completely shall ):x rrmUvexl and reps a(ed or rVIla i rUd .I.. ,l i reLIL-d. C;t,( 111-l)1acC LLAILrute SuCtion 03300 - Page 5 i 3.05 CONCI1L-n-: SLAB FINISRLS (cont 'd) D. Defective Work: Remove and replace, when directed, loose topping, slabs which show excessive shrinkage cracks and any slabs whiLh do not drain proper'y. 3.06 MISCCUANEOUS INrMIOR I713rS A. Pipes & Ducts Fill around pipes and ducts passing through floors and walls with Portland Cement grout, unless otherwise indicated or directed. 3.07 FLOOR UNDERLAITn1T A. Material , Mixing & Application: Latex tyre, Crossfield Products G-26, Raecolith 1111-25". or approved. mixed and applied in accorciance with manufacturer's directions. Brim to true, level and smooth surfaces at grades indicated or directed. B. Where Required: Provide over interior concrete slabs which, in Architect's opinion, are too rough or uneven to provide d satisfactory base for resilient covering. 3.03 CUR I NC CONCRcm A. C.Dncrete: Cure in accordance with standard specifications, supplemented as follows. B. Walls: Keep fouls wet until reinoved. If removed during required curing period, treat as follows: 1. Walls eq)osed to stn - keep damp with wet burlap, or approved method. 2. Walls not exposed to stn - keep di7. with waxer spray. C. Exterior slabs: Coat with Grace "1Jorn Clear Seal", Sotmcwborn "Kura-]-Seal", or approved, applied in accordance with manufacturer's directions. D. Interior Slabs: 1 ) Exposed floors - coat with Grace '11orn Clear Seal", Sanrteborn "Kure-N- Seal" nr approved, applied in accordance .,rith :ionufacturer's directions tot' rr.3ximLrn hardening and dia,5tproofing effect. Clean floors and apply secorxl coat just prior to final acceptance. 2) 1'10"1%, to 1,L, covered - cover with roj tforced kraft palm. Lap joints t3" d1KJ ,CdJ wide wdtetpiuuf --Olelil. L. CL•fectivu Work- Conlrnicr::r resl.onsible for -,twining of floors due to damage to specified cont inw, (.r c-71verings. ms erg � Ilial t mr:.urIvY .acct toil 04:100 - Pa4c1 SE'.CTION 04200 - UNIT MA )ONRY 1 .00 GMIJW, 1.01 WORK 1N O'Elll:R SELT1ONS lkunproof coat ings rrplil iud Lo m►r-,unry. 1 .02 BUILDING COUP Requirements of the Urrilunn Building Code, if more rigid than those herein, govern. 1.03 WOWOTMSH11' A. General : l:.ry work to true lines, plumb acid level unless otherwise indicated. Fill joints full. of mortar, except: Expansion joints, construction joints. Exercise extreme care to keep joint spaces clean and free from mortar. droppings. Do not allow mortar droppings to plug weep holes. B. Do not wet concrete- lrnits. C. Cooperation. Build in work of other uncles, as required, without weakening or defacing masonry. 1.04 l'RLCAUr I ONS A. In freezing weather: Lk; no masonry work unless approved means are provide~] for huating nuLcriJls arrJ n>ic,unry is protected from frost until rr.rtar has IMI-Liened. Anti-freeze ingrudiuirt, added to mortar or grout not p ennitted. H. In rainy weather do no work wiless materials and work are protected by cover. C. liefore stopping work for the (.ay, cover Lops of walls with non--staining watcrI)ruof covering;. D. When work is resumed clean top surfaces of louse rortar. 1.05 SAMITE r us A. Prior to proceeding with the rcn►rir><IL-r of the work of this Section, cunstnrct A Ix-mrtion of unc, w.rlI ul the AnicLure to establish for the Architect 's reviuw and .Ippruv.II the general construction aW apl'uarancu of the installed masonry writ~. B. HIM11 the Architect ':, appruval of the s;urrple p,rrlel , complete all required cuncrae unit n►r:,unry �un�,tnrction in r,ti'ict .iccurdanco with the approved paile I . Unit .Mason!, Section 0420 - Page 2 r 2.00 PROD*:27S 2.01 CO%Cis.- BLCC iI A Hollow load bearing units : Grade N, Type 1 , ASTM C90-75( 81 ) lighweight units, maximcan oven-dried weight of 105 cfm. Size 8 x 8 x 16 inches. Manufacturer to furnish test verification indicating stress capacity. 2.02 BRICK A. Columbia Brick Co. , 4" x 16" nominal face dimension x 8" thru wall . Color: Au'.umn Blend to match existing buildings. 2.03 MORTAR AND GROUT Mortar: UBC Type "S" per ASTl C-270-73. Mortar color to match adjoining. Grout: 20DC psi n 28 days, 3/8" aggregate and 10" maximum slump. 2.04 R:E_"N ORCDENT A. airs: Intermediate grade deformed bars. conform to ASTM 615 Grade 60. 2.05 ANCIJORS A. Metal Bucks & Fra-res: Build in anchors f=ished by metal buck and frame manufacturer. Fill sp 3ce between, mascnn• and buck of frame full of mortar. 3.00 EXT I ON 3.01 CONCRtr"IT. UNITS AC! Standard 531. 1-76 (RE,,. 1981) Spec. for Concrete Masonry Construction. A. General : Lav in regular bond, breaking vertic, joirn5 to true, avenly spaced lines, unless otherwise indicated. Units with open cells exposed .in walls not pernatted. Make joints uniform, approximately 3/8" wide. Strike joints flush. Where visible compress joints with round tool when mortar starts to l harden. Be sure there are no voids in mortar surface. See drawi:lgs for control joint details and locations. Do not use chipped or cracked blocks. Reject extremely concave or convex split-fare units. Rermve and replace units farad defective. Keep block faces clean by wiping down as work progresses. Mortar splashes will not be tolerated. B. Brick Match adjoining buildings Es to coursing, mortar color and finish. Lay 3 foot square panel tc verify mortar color using lampblack and colors as required to match already constructed portions of center . Unit Masonry Section 042b0 - Page 3 3.02 REINFORCING Install bars in horizontal bond beams not more than 4 feet o.c. vertically. Set bars vertically in open cells where indicated. tie to dowels previously placed in foundation walls and fill cells full of grout. Lap joints in accordance with Code. Bar lengths detailed are out to out and do not include allowance for hooks or bends. Provide corner bars same size and spacing as horizontal steel with standard laps and staggered lap splices. Fill with grout all horizontal and vertical cells containing reinforcing bars, anchor and ledger bolts, etc. Place grout in lifts not exceeding four feet in height. End walls and cross webs forming cells to be filled shall be full bedded in mortar to prevent leakage of grout except where the wall is to be poured solid. 3.03 LINTELS Frame openings with 245 bars at sides, above and below and extend 2'-0" beyoncl edges of openings unless otherwise indicated on drawings. 3.04 PROTECTION Lay no masonry when temperature is below 350 F on rising thermometer or below 40 F on a falling thermumter unless adequate precaution against freezing is provided. Construct no masonry on or with frozen materials. All masonry units stored in the open or stacked near mortar boards shall be covered with canvas or waterproof_ material to prevent excessive wetting when freezing is expected. Protect masonry against freezing in cold weather for at least 48 hours after laid, with temperature on both sides of wall maintained above 40 F. Cover all tmiinished masonry with waterproof material or canvas to overhang wall at least two feet down. 3.05 POINTING & CLI'.ANING Point and fill all holes and cracks in exposed joints with lditional fresh mortar. If mortar has hardened, chisel out defects, wet and refill solidly with fresh mortar of sNne color as original aixl tool as specified. Clean exposed masonry surfaces thoroughly from rop down to remove stains and mortar. Wet walls b0fore applying cleaning solution andprotect metal and other work. Rinse thoroughly, using too much, rather than enough or too little water. WFL•': 'rake C.-M! to properly li►•otecL adjoining; :,uriaccs that might be d,uinr;.�l by mortar or r.:Lerials used to cedtn masonry. ENG OF SECTION t l l 11.1 ')uL:tiull (Y)100 - Page L SECTION 05100 - STRUCTURAL DU?'I'AL 1.00 CE:NIRV, 1.01 WORK I N an uL si-.c 1 ONti Erection of structural 5leel �,I>eCil iAl herein. MisceIIaneoLl-S steel alxl iron. Stein SILllxv:, CTICIOSUd in ,IlluninlJn nllnll>< 1r,. Touch-ui) .11x1 L i wish painting (it' :,l ruCLural steel . Steel shillles included with u(pi hlllent. 1.02 [XIEN'r OF WOLF' IN '11115 SECT ION MIa rial and fabrication of all. Other stlzlCtural steel 5hCwl on drawings. 1 .0 3 MJ I l 1)I NC CODE' Requirements of the liuilding Ccxic, if tivre rigid th:m those herein, govern. 1.04 IMI)LNCL OF C(M)L.IAN('1: Submit alfILLivit frrxn fabricator, stating that structural steel material anti fabrication conform to these SI)LCifications. r 1.05 SHOP DRAWINGS PrUirtr-e :In 1_al led for in st+uKl.lrll luny, 1 Intel i,elow. 2.00 PROI X It'I''-; 2.01 DUA I LE:D R1!kU L W:TUN 1':i A. Structural Steel Steel for Bridges alxl Buildings, `pec. A36-77a. A. Other mtuIs As deli+,ed in stalxiard !,lx!ci11cattons, high-strength type for use with high Strength structural Steel . Welding :,I><I t 1 Jv done ill uccorchince with Staltdards D1. 1-75 of 11le American W,-lding Society using; L70,XX 1.1i.-CLI-Wes alld s11111 be full length unless indicated c,therwise on drawing,,, work done by AWS certified welders. 3.00 Ur--afTION 3.01 FAl1hICA' iw A. General : Contolm tl ;Il,illiC.11,ll' relµlirenVI I t, of SIMLAfil•:Iti. „ti for Lhe Desiim, Fahricatiun & 1-XL-;:1loll /,1 :ill-Ljcttll•+ll IILIiIdings, latest Vdition, i`stmAl by Alllu'ric.m hvAitlttl' of "Joel t,,lll',trUCiLull, lleretllalter called A I' ., r 'i. 1 UU l 7.; ll lc New 1orc, AI I bolI i nh.11 l conform to A..'- i .`I. AS01 Lulles imlicated uthcrwise on Ilr:lwi tllt,�,. l rllCLLII,ll nwl.rl SeCLi011 05100 - I'age 2 l 3.01 FABRICATION (cont'd) A. General : (cont'd) All structural steel tubes Shaul hc, A.;'JM MOO, (;rack B, Vy - 46 ksi . Al I -,Lrviclur,lI I,ip t. sbLal I Ix- A.S.T.M. A';'I-/') Grade 11, •lypx� l': or S. 3.02 SUid:4CL•: l'ltla'AMflON Conform to AISC specs, I isLed alxwe, is apps icable. 3.03 DELI VERY Deliver stnactural steel , Inclaxl;p.,c necessary rivets atA bolts, FX)e uence. ob site in accordance with approved Scho:iu.a aril in propx 9 include templates and instructions for proper setting of anchor bolts. 3.04 DEM I U-1) RIW R MM'S A. I-larldling & isrection General - Conform Lu applicable requirements of Specifications for the Design, FalricatLon a Erection of Structural Steel for buildings , issued by Aiwrican Institute of Steel Construction, hereinat:ter callel RISC, 1.01 Park Ave. , New York, NY 10017, and Code of Standard Pracluce. B. GrouL Ibr Msc Pl aLcs Anti hydro Company "Axpxuxlcre.l��", Matit� r Ik,l blurs "Inilxcc�" 11153 prenaixud grout, Target Lxp anding Uruut, or appr(w-i. C. MELD CUNNL•MONS Make connections as irrlicated on approved shop drawings furnished Lnlder this Section. D. 'touch-Up Painting 1. Surfaces to be concealed by other rtuterials: Touch-up field corviections and ur.her danuged areas in shop coat with same material as erection proceeds. Exercise extreme care to fully cover, exterior steel with paint to prevent staining of finish mrLorials by weather before steel is protector by masonry or nthQr pernuncnt cuvering. 2. Surfaces LO expOSCd upxwn coinplet irnl of project: Touch-up and finish painting, wherk, required, spxrcil ied Lnader PAINTING in SwrlON 09900. I:NU OF .;I TION Mi seellanluus metal `pec t ion 05500 - 1'aF;e l SECI'ION 05500 - MISCLLII1NI.M.s "U-rAl. 1.00 GENERAL J .0l W)KK IN 01111-A Slit:I'I ONS Anchors, cr;ulIps, ties alxl cIr►t i s for Flus llry. StrucLural steel 1-r�uid!ig ul building I►rul>Lr. (tough hardware for carpentry. f lnish painting of steel and iron items. Anchors, bol Ls alid sleeves for 1`1112CMI Cal arw.i electrical work. 1.02 SHOP DRAWINGS Show corttplete details of cunstrucCion ;nxl nlethWs of installation. 1.03 SHOP JRI�A'fMU.ff After fabrication buL befnre lnslallutiun, remove rust, scale, grease ami oil by wire bruhhing ;uxs chemical cleaning. Tom II-u1t galvanir_ed hK.t;ll surf,ICO , ,Lulkl�',V,.1 in fabricating with "Cale-Weld" "Galvicon" or approved; 110 Iainl1% required. Coat other InAal with one heavy coat approved metal primer. 2.00 PItODUCls �r 2.01 MA ERIA1S & FAliltICATION A. Muteri;ll s: SLrucLur;ll steel AS'IM SPUciflc.►tiun A36-1711. Ott>Lr materials tx:st c:attmrrcial Hu;.tl ity, suitable for Intemnled purpose. B. fabrication of steel : form Cc, ACCLirote sires and �,hapvs, with sharp lines jilt] angles. twitch and shear to leave c I e;ln Suri.lees. Weld or rivet petmulunt colulecLiun,; i;l irxl exlx�sed ► Ids smooth. Do not use screws Lir bolts where they L-.111 Ix. jivl�idelJ. When used, COLuatersink heads atxl draw Lilt Light ; nick threads to prevent loosening. Provide hole.,.; .1111 COrulecLiuns for work of ottx:r Lrades. C. Joints & F'aSLOIlinbs: Detail for ;unl7le strength and sLiftness; conceit wherever possible. Where exl.KtSed to weaLher, 1'01171 to exc'Iule water. All lxtl Ls: A .107 wi Lh washrrs in CO ICILI with wLxxl ,urf,lceS. D. GALVAN I z 1 IG: 1. All .uMl fk-rrcxls ulrtul item, locill-I on them• exterior of the buildi ul ut:lu rwi sc r.lx-c i fic,ll 1 y SIK►wlt ,►r I10t ed un drawillg- to tie i;al v,►rtlzed, -- stl;l) l (xI;,Ilv,utir�ll by the It-I ,IiI► 111''U"ss, COW 11ning to A_`;'1M A123-73. All relluired Ik1l .,lilt I;,Ilv.ml. ,,tg M1,111 (,e .,tulle alter f,lbric;tLion in thu I,It}.,. ,( , �'llUll'. 1xi".-J Ic. Itl911 . L1x► I.Irge I" ,lvail.,ible dip tankt ,h.11 1 Ix 1rr,ly,rl, by ul,Ilr,,v,rl In t hlxl-,, with ntol ten zine Lo ccxlt in6 I i1lilUl� 5 , ,il .INIJ" t., .I1lY,". I Pli ,, � I I,uu•,n:•. nKl.il 2.01 MA'117tlALS & ,•Affil(I(,A'f 1 ON D. Galvanizing: 1 .:01-rt'(1) 2. We igllt of the zinc MiL i ng, Ix'r1'cxtt of actual surface shall average nal less Llt,ur 2.t: uwices .41"J i,u 111dLvIdua1, slxaciuten ehell show less Char) 1 .S cnutce,. 3. All :,11411) gilvanlze(i McLal wr)rk nece,slL.iLir;i; I•leld soldering or welding which in any n►unter remuves original galvanizing shall be rusLured 11y field culd galvartlzing with "Ferraluy", ',rin La fluid", "Galvc1oy", or approved equal. 4. All bolts arxl screws for ar(.achnrent of galvanized item shall be galvanized or of non-coi-rcxUMC 11kiLerial . 3.00 I:)TCUrI ON .01 DI.I'A1 U 1) Rj1; 11 W:. .NfS A. Pipe lt�,ilinbs; StaixLird weight milcJ Steel )i . Fabricate to true lirxrs, joirrts�aK•ldeu 'lixlctil. Set ver[ic,il Members int() bilk sleeves previously IAILI)LItinto concrete. Secure with metal w Ages arxJ car,'k with "l.eadite", 'Teagle" or approved. B. Steel ladder: Fabricate accurately of mild steel sh;rl,es, joints welded and grourxl �maoth. Vertical nic-mlx_-rs ]/N x 2 iirc•11 Sli��, t.l►,rcr_•c) " ,rl�,,, c , kunKs J/4 11111 rou.utl -.feel II1Nexteixled as detaLlec.l.li;c11 center,. Mortise nur';a tntU verticid nreniburs .ri►1 wulcl bc:curely. Install ladder plural), to I rue lime; anchor sec,irely !n place. C. Concrete Anchors- Where anchors are riot included in the concrete construction, anchors steal 1 Ix' 1'Irt I 1 i pS "ked Head" nr�sunry urrc•Iulr'a as nkinulacture�d by Phil lips Dr I 1 Cu. , "Wc��--i[" c,)rtcrk'(a ,jlk-horh as uktnuf.,:Lured by Wei-i L L)yx,nsiun Products, 1 nc. , or approved cscluyi I , of L he or as rerlui red. sites aril type 'lured on drawings D. I'cmler-L►riveil l'a-,tt2rrerS: "Drive-J L" Systems of Llw er I',rwer 'I'cx,l lc)rlxirali()n, "1Lurtset" Systcxn of 1(vlSSet N'rrsf i.ners, !nc. , Ili I t i I',i�,tc•ni n); ',ystenr-,, ur ,ippruVe1) ecltwl . �• On,It 1 • Burglar hors: Instal ')/N" cli:urktcr �;tecl OSirs .if I." i„t center, welcled at eao Ill - all rcx,i ()I� nlrrgti '1 irkht , ch intersecti,c�fre .0 r! I,irber. I � Pll>,cellaneuc�s natal :-;ec't ion 05500 - Page 3 ..� 3.01 DLTAIL.ID ld-f1 JI ItJ UY1'S (cont X1) C. Eye bolts: Install eve bolts tint in lead anchors arOLUX! l-,erimeLer of store on roof side of parapet walls, three each on front mid lack walls, and two each on both side walls. Bolts: 1-3/4" rouixl head, 4" lona; shaft, overall length 5-3/411. See Plate 48 for details. Coordinate installation with roofer so Chat installation~ are waterproof. H. Column covers: Stainless steel colum covers, where noted, shall be Type 304 18-8 sail-mess steel. with No. 4 finish' -.i{: 4 feat. Locate I-lat seam on most protecLed side of coluTm. I. Stock kcKm Screening: 2" x 2" galvanized hardware cloth, No. 11 wire size, by Cl' & I car similar. Stretch tightly over su;)I)Orts, strph-, ajxi cuver with 1" x 2'' woxj strips. J. Cuard Posts: 6" 0 steel pilTe. K. MiSCCIIan00LLS: See drawings for other items of metal . Rimish all such fabricated items as required. I f FNI: Ill' `;Ll`1'luN l iviber St2CL ion , 6010 - Page 1 SECTION 06010 - UMBER 1.00 GENERAL. 1.01 WORK IN aTNtM SECTIONS A. Foundation Forms in Section 03100. B. Installation of l.imlber in SecLion 06100. 1.02 WD1S AND STANDARDS All materials of thlt, Section shall meet or exceed applicable requirements or the tuilowing: Uniform Building Code, 1985 edition A. Building Code: with 1986 Oregon modifications B. Douglas Fir, Cedar & "Standard Grading and Dressing Rules Hemlock: for West Coast lumber", as pui,lished by the WCLIB latest revision C. Redwood: "Standard Specifications for Grades of California Redwood Limber", as published by the Redwood Inspection Scrv:ce. D. 1,orxlcrosa Pi►re arxi idaho White fine: "Standard Grading Rules", latest date published by the Western Wood Products Association. L. P1 YW :Kl' Product Standard 1-83. F. Building l'aper: I`cdcral SpccifiCaLions UJ-B-790a later LLAU. . G. Wood Preservative: Standard P-5 of the American Wood Preservers In_titute. H. Rough Hardware: "Slxrcifications for the Desitin, Fubric:ation arxi LrUCLlon of Structural SLccI for Buildirrt,," of -ne AiSC. 1.f , PRODUCT I iANDI.INC A. Protect all nzrerial s of this S jct lon ix-,fore, (luring arxi after installation and to protect the in5tallud w -k of Other trades. B. Deliver all mrterial s to the -'Jt(' arxi s ore in a safe area, cut of tl e wiry of traffic, mxl L11 ' ground, sturked to prevent warping (keep dry) . 1(Ic1,tii r all luml)•r as to gr.rde and store all grades separately {(, frClIh Mher gCddQ-:,. Pr(ACCL 11l2t;rl i r(xlucLs with ader,�ratc waterproof Outer wral,pi rrg�;. lk.untx-r Sec s i on 06010 - Page 2 2.00 PROfklm 2.01 MATLR I/SLS All products of this Section shall meet or exceed the following; and the following species of wood shill be used unless noted on the Drawings. ITFT1 MA117tIA1 AND SPECIES (min, r_equ. rc_1 Sills: Redwood, Fcxzx1a r i on grade, or Pre ur Created Douglas Fir, #2, Vertical Framing Studs: Floor and Ra-)f Joi n. Plates • Douglas fir , t2 Floor & Roof Beams: Block, Nailers, Furring, Boards & Strips: Roof, Wall and Parapet Sheathing: N%..►glas Fir, Croup I , CD, Interior w:ta extortor glue. Floor Sheathing: lkxiglas Fir, Interior "Structural 1" T & C Exterior Clue 1 Fxlerior Wood Trims, Solid stock D.F. , kiln-dried, (clear) , 1 C & M, sawir to firdsh size Int . Wood "Iyim: Solid stock [).F. , V.G. , kiln-dried, (clear) C & KTIA Brackets & Clears: D.F. , solid stuck Underlayment P1 ywtxXl: Croup X11 T & G Underl ayment Int. - APF.. with Exterior Clue PS-1-83 (sanded one side wwre resilient floor occurs) Wcxd in direct contact w/cone. or C.M.U. : DotClas Fir Pressure treated Sanded Softwood I'lywood: Crixq) I interior PS-1-83 APA, D.F. Crade AA where exposed both sides; Grade Al) or );rade as shown where ex hed 1 side, all exposed edges bunded with same kird of woad as shorn face vorver 1 '1111K21, v tion 06010 - Page 3 2.01 MATIRIAI.S (cont'd) MA'I1jRIA1_ ANI) SPECIES' (ruin required) ITIN � i)ouglas Fit-, "C" ant-1 better Woos! Casing and Base Ik)uglas Fir - Interior AA Grade Shelving: Interior APA plywocl, all exposed edges banded Steel Hardware: C-mform with ASTM A-7 or A--36. Use only galvanized hardware at exterior f raining Nails: CcxTm)n, except as noted, conforming with Fed. Spec. FF-N-1-1. Use only galvanized nails (hot--d1pp(--(J, zinc- coated) (no electro-galvanizing) Prefabricated timber S:rr�)son Strongt ie or as approved connectors A. Seasoning;: 1. Finish lumber shall be kiln-dried as closely as practicable to moisture content VIOL exceeding 12%. ! 2. All other limber shall be air-dried and well-seasu:+ed. B. Treated l,tmber: (Federal Speci l icat ion I)ouglas Fir, jk;Am 1)--10114 with nrt sA t rt tent :on of 0. 35 Ibs. per cubic foot. Cuts of treated ltmbet- lkrinted wish 2 oats `-Aar preservative. Use where limberf, rra,rtor is in contact with concrete plaster. C. Minimm Surfacing: 1. ROugh 1 mbt,r: S4S 2. Fini sh Mi 1 l work: Rel t samled at mi I l , hand sand,-.i on job. 3. plywood: Samled an exposed faces except CllX roof sheathing. D. Species: See Drawings. E. Rack prime all exterior and inter: -)r exposed wood Lumber Section 06010 - Page 4 ` 2.02 Gk.-SDE ST, ,TS A. Framing 1,- nber shall be identified by the grade staTp of the WCLIB. B. All plywood shall he identified as to s£kccies, grade, and glue type, and shall bear the identification grade mark of the American Plywood Association. C. All other :urber materials shall be identified by the appropriate inspection agency listed in the referenced standards. D. Lurlxr not grade stamped, and lumber of improper grade, shall be removed from the job site and immediately replaced by grade stamped lumber of the proper grau'e. .03 CT1U PLATERIA1S Not specifically described but required for the proper corpletion of the Work, shall be new, first quality of their respective kirrls, and subject to the approvai of t`.e Architect. 3.00 E,3 arl'I ON 3.01 INSTA11.Al ION See Section 06100 - Caiq�entn'. LZ) SECTION Ca t-T)en t ry Section 061W - Page 1 - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -- - - - - - SECTION 06100 - CARPE;TMY 1 .00 CENT]AI, 1.01 WORK IN OTHER SECT I ON lS Ter W. r,3ry toilet and field office buildings, temporaty enclosures. Theriai. ,nd sound-retardant insulation. 1.02 FL'RNISHM LMER MMT 11 SECTIONS ( installed under this Section) Hollow metal doors and frames. Glued [.aminated La-&-r. Access doors. Trus Joists. Miscellaneous specialties. Millwork. 1.03 BU I 1L I'% CODE Requirements of the L`niform Building Code, if more rigid than those herein, go,.e rn. 1.CG EVIDCiCE OF GRADE Fich piece of lurtber and plywood stamped with grade marl( and trademark of the association having jurisdiction and each shipment accomparded by official Certificate of Inspection. 1.05 �%-VXI�UM A10ISi7JRE COVTF`+'I' (when delivered to project) Structural. Lumber - 19 :.fish lumber - 12'; Furnish moisture content certificates with grade certificates to Architect before using any lumber on project. 1.06 ROLCH HAR1rlARE Provide all necessary for installation of work specified herein, sizes and quantities required by Building Code or hereinafter specified. Hardware expose-d to moisture hot-dip galvanized steel or approved type non-ferrous metal. 1..07 A17,\0iNF-"'rS Where wood engages masonry or concrete, provide approved type metal plugs or inserts, spaced as required for a rigid and permanent installation. Wood imbedded in rrti3sonr; or concrete not permitted unless shown on drawings or specified, then mist be kiln dried and preser,.,ative treated as specified. 1.08 STORAGE 3 PROiLCTICN Protect lumber, plywood, millwork and casework from the -,40.lther. Protect roof sheathing until covered by roofing, subticors until finish fldx)rs are installed. Be sure huilding is thoroughly c1r/ before finish are placed in i t. Carpentry Section 06100 - Page ' 2. on, P�OD(,= See Section 06010 Lusher. a E:-a,-Z710N 3.01 WORKMANSHIP Carefully lav out, cut, fit and install rough carpentry iters. Use sufficient nails, spikes, screws and bolts to insure rigidity and permanence. Use washers at bolt heads and nuts bearing on wood. Drive nails perpendicular to grain of wood in lieu of toenailing, where feasible, per UBC Table 250. , And ventilating Provide for installation and support of plumbing, heating, ng work. Install work to true lines, plumb and level , unless indicated otherwise. 3.02 FLOOR A\-D ROOF CONST'RUC'TION A. Plates & Sills: Nk in:l 2" stock, width as required by conditions, or as indicated. . ,anchor with �" bolts at 4' centers, unless shown otherwise on drawings. All wood plates, ledgers, et.:. in contact with masonry or concrete shall be pressure treated. L.. B. joists and Rafters: Set with crown side up; lap and spike together over intermediate bearings. Spike studs to joists resting on ribbon boards. Double joists under partitions parallel to joists; space to provide clearance for pipes in partitions. Double headers and trirmrs; spike bea.^ts with ledgers to ends of joists. Frame roofs for free flow of rain wate to outlets; build crickets as required. C. Cross Bridging: Nominal 2 x 3 inch wood Prmide not more than 8 feet apart in ,foist spans. Pro,%gde heavier bridging as shown at wuod/metal trusses. i D. Solid Bridging: r'rovide nominal 2 inch solid bridging ewer bearings. L. Plywood Subfloors: Apply with face grain pc:rperxiicular Lo juists, end joints on joists, staggered. leave 1/8 !.nch -,pace between sheets, 3/4 inch at ., ,tical surfaces. Secure wit'i 10 d commn nails at b-Mooch centers along edges, at 12 inKh centers along .ntermediate bearin;;s, u:iless noted -erwise on drawings. Protest from -c i sture and other- .jamage during const:..:;tion. Carpent y - - - - - - - -- - - - - - - - - - - - - - - - tiectior: 061 - - Page-3 - - - - - d 3.02 FLOOR AND ROOF CO;;STRUCTION F. PIN-V ocl Roof Sheathing: Lay sheets with face grain perperxlicular to s«;)ports, end joints on bearings and staggered. Secure with 10d caTmon nails spaced at 6" centers along panel edges, at 12" centers along intermediate bearings; protect from moisture and other damage, unless. noted o'herwise. Block all edges. Plywood gaps shall be filled with plvwood strips or 4" wide strip of 24-- gait sheetme-tal nailed both sides. Place one piece of inverted cap sheet over s,ieetmetal. Coordinate with Section 07500 Roofing. Crickets - Plywood edges at the base of the crickets must be built up to achieve a smooth, tapered transition to the plane of the roof deck. This is the responsibility of the deck contractor. 3.03 WALL. 6 PARTITION CONSTRUCTION A. Studs: tk-unal 2 x 4 and 6 inch on 16" centers unless noted otherwise. Double studs at openings, and under truss bearings, triple at corners and intersections. .-%nchor studs abutting masonry or concre--e with 3/8" bolts not more than 3' o.c. nor ,ess t1kin 4 bolts per B. F,atc 10 single plates at floors and bottoms of openings, double plates at top of walls and heads of openings. Truss over openings more than 3 feet wide, or provide lintel of proper size. Splice single plates and plates abutting at corners, stagger ends of double plates. Pressure-treat all floor plates. C. Wood Furring: ScrLiare edge stock, nminal 2 x 3 inch size, set vertically at 16 inch centers Secure to masonn, or concrete walls with approved type metal fasteners spaced not more than 3 feet O.C. , nor less than 4 per story. D. Pcvder Driven Inserts: Wherever furring of any kind is attacl-Vd to concrete or masonry, inclLYding lower plates to floors, thr, members sh-I11 be secured with 4" powder driven inserts. Plates anchored to concrete floors shall be attached with pins not over 3 feet on center. All studs on vertical furring shall be attacl-.moi with inserts not over 4 feet- on center. Lich insert shall penetrate the concrete tc a minirxpn of 11". Use washers with all inserts Car�ent r; Section 06100 -• Page 4 3.04 M1SCa-L%,N CCS CAREE n, Y A. wainscoting at Stock Areas . Apply plywood sheets with face brain vertical , end joints on studs at 4 ft. high wainscot. Secure with Fad corrnn nails spaced 6 Inches o•c. along panel edges, at 12 inch centers along interr.ediate studs. B. Copings: Standard and better CF, KD and pressure treated, securc-,l to tep of paraaet walls wiLh bolts as detailed. 3.05 INSTALLATION OF ITEN6 R-iR-NISHED 11,NDER all-'ER sECrIOtiS A. G1�wd Laminated L r,,,ber: :nstall members in accurate locations indicated. Anchor as shown on approved shop drawings and required .cr rigidity and permanence. Protect from weather and other damage until project is co let--�d. B. Fabricated Joists: Install joists in accurate location with proper bearing on beams or hangers as detailed on approved shop drawings, and following riarndocturer's erection and installation prxedures. Protect from weather and other dartizge until r)rrjccc :s �urrplQtcd. Also see Section 0610, 3.01 Installation..- C. Hollow Metal Doors & Frxms: Install frames in accurate location, plumb and level. Anchor in accordance with manufacturer'; directions and approved siiep drawings. Install doors and hardware as specified below. D. Wood Doors and Win�cws: Instal'. frames in accurate location shown on drawings; anchor securely in place. Fit doors to frames with uniform clearance, not more than 3/16 inch at heads and jambs. Clearance at sills as directed. E. Special Doors: Install special doors specified in that Section. Follow manufacturer's installation instructions so doors operate properly. F. Access Doors: It is the General Contractor's res- 'nsibility to coordirate and install access doors in the entire buildir,,,; at all enclosed .::,d inaccessible furred ,areas, such as furred ceiling areas .here height. is 2'0" or greater, etc. U—.1ticn of access k-',• :i to be determined en the job site by the Architect. :,;accessible furrow "rens include all exterior canopies and overhangs. Each trade installing concealed work to '..fiich accosi ;mist tv available aixJhr r2quired shall furnish access doors .;nd irymes, .ind they y;ai l be instal lt,J o:nrler this Section. See '.ecticn X3325. Ca rpenr ry Si --cion 06100 - Page 5 3.05 INSTALLATION OF ITEMS EL?,NISl{ D lMMEI� OIW� SECTIONS (cont'd) C. Installation- Instal l miscellaneous cart-,,entry mx) mi I Imirk items hone on drawings. Install nzuiing trim in as long; lengths a, feasible. Rater casings and mouldings; glue joints with waterproof blue. Use finish nails, set for puttying, except where screws are required. Clean up after instaLlatlon with tine sandpaper or steel wool. Remove sharp external corners. H. Accounting Office Safe. Install safe furnished by Pay less. Notify Pay less 75 days prior to date the safe is required at the job site to ensure tUnely delivery. 3.06 B L IXX I NIC AND F I RESTG P P I NIG Install all blocking required to support all items o. finish and to cut off all concealed draft openings, both vertical arx.1 horizon, tal between ceiling and floor areas. Fire stops, shall be 2 inches tnorrunaL ) in thickness by the full width of the opening being blocked as required by governing codes. Install in the following locations: A. In all stud walls at ceiling; .incl floor levels, and In all stud walls, including furred spaces, so that the maximum dimension of any corx-ealed space is not more than 8 feet, or as required by local code. B. 2 x 6 min. backing for ceiling fluorescent fixtures, plumbing and other fixtures, sign letters above storefront, and el.sewlere as regr_� red. C. Toilet partitions: Floor mecmted, provide solid blocking at walls and ceiling for each toilet partition comection. D. Stripping and blocking for dr�ual l : As required for clr,wal 1 to Provide blocking and nailing memLx rs [or .ill Imnel lkrimeters. E. At all other locaticns where openings could aefort passage for rodents or flames, and as indicates-d on drawings and as necessary for required .lttach- ments for plumbing fixtures, light fixtures, around conduit and pdnel. boxes from fluor to ceiling when same is not cor.taint.d within the part- ition. F. Fixture backing: Vpl y solid Ivickirg to height above f ljor at point where fixtures meet the stud wall . y C. WIX)d curbs: Aroyl all root openings where ,htx..n or reclulrcxl by Nk-ch,rnical rr,tdes. 'Mrteria I , D.F. , s i zes requi red or ,hcv-ii. Carpentr✓ Section 06100 - Page 6 - - - - - - - - - - -.. - - - - - - - - - - - - - - - - -- - - - - - - - - •- - - -- 3.07 iK 7VE`Y SHADE COVM Furnish and install waathers hade fabric b�: Vaughan's, 5300 Katrine Ave. , .. Downers Grove, IL 60`15 (312) 969-6300, pro%eidin; 40i; actual shade. Install parallel to and atupper face of fra.Tdng elements; lap adjacent widths of material at each support of 4"; turn selvage edges under to form four (4) layers at lap; stretch fabric taut and staple in position; finish lap with 1" x 2" batten, nail at 12" centers. ,W CF SECj'I0\ Cref,ibricateci str+.:cturai ,,,,00d - - - - - - - - - - - - - - - - - - - - -- - _ Section 06170 -- Page , SECTION 06170 - 1'REF,�.9RICS?RL•ril,t�,L '•,1C()D - 1.00 CECIL•RAL 1.01 WORK IN Crl} SECTr�-% Installation cf pre-fabricated roof trusses specified herein. Installation of glued laminated lumber Section 06100. Paii,ting and finishi. of exposed specified herein. Section 06100. '1$ members after erection. Section 09900 Setting plates, anchor bolts in . masonry, connection items 'gelded n s'-ructural steel. to 1.02 STANDARD SPECT FIC.aTI,2Z ConfCrm to A""sl Stand.ird 190. 1-83. 1.03 SHop DRAWI,CS Include complete fabrication and installation details. Verify all dimensions at building site. 1.04 M'IDCZC.E CF CCP!PLIA.'A:F_ Deliver to Architc,-t AITC "Certificate of stating that glued laminated �-Torrance" duly executed, c. 'ter cc�Zfonns to these speciticatiens. 2.00 PF.)[)UC S 2.01 CLI,'E_LAk INATED LL?Bc-i A. Q-:ality Control �Iar'rs, Certificates: Furnish AITC1Certificate of Conformance to Architect & Building Offical, attesting conformance with Standard, these specifications and rhe Drovi of the Inspection Manual RITC 200 for all members furnished sus. B. All lumber arx.1 lam.:nrtir� � �� exc-.eptiuns. Standard P.S. 56-73 withk'Iprocedures shall c 1 "merximents, a ITC standardsas apply Prc,puct to obtain RITC Certificate. Use Douglas Fir 24F-V3, except Cantilever continuous bear- .Ls co be 24F-V8, dry use. C. Adhesive: Conform to ASTM! D2559-72 D. Appearance: ConfOM to AITC 110 "Industrial" apppearance grade where concealed, and "Architectural" appearance grade where exposed E. Connection Hardware: Furnish connection steel aril hardware for o"ni ng and to their supports except for anchor boltl.s members to each other plates and item + unbcdded in muscnry, setting Paint all fabri.at,usteel structural of int c � inhibitor. pa .cnt�tining a rust r11 dolt heads .rrxl nuts Fvarir.4 on mvd to have st,indard washers. Prefabricated St"uctural w073 Section 06170 - Page - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2.C1 GLLZ-L;�-I I NATER UNBER F. Camly r: Camber all teams to true, straight lines Lader 1.5 times dead load Lziless otherwise noted on drawings. G. Treating & Protection: 1. Conform to "Treating Standards for Structural Timber Framing', AITC 109 and "Standard Protection for Structural Timber Frami-.b", AITC 111, except as modified herein and on drawings. 2. Ends of Members: 1 coat of sealer as soon as possible after trim ing. 3. Unbedded Surfaces: Paint surfaces to be embedded in or closely adjacent to masonry or concrete with two coats of aluminum flake paint. 4. Wrapping: AITC Specification Ill , members bLmdle wrapped. 5. Delivery & Handling: Use non-norring slings for loading, unloading an' handlinig members ,o prevent damage to surfaces and/(,,r wrapping. L'rdoad at site, place on level supports, off gro..aid, s.utably and adequately covered and protected from the elements. 6. Protection After Delivery: Contractor responsible for keeping members braced and protected from the elerrents and all applied loads, and against daage to surfaces and wrapping. O.� 2.C2 i'RE-FA3RICATM ROOF JOISTS A. Manufacturers: 1 . Trussed joists: by Trus-Joist Corp, sizes as shown on drawings. B. Fabrication and Material : 1. Trus-joist : a. Camber jcist to true straight lines Larder 1.5 tires dead load unless otherwise shown on the drawings. b. Furrd sh .n-line bottom chord bridging at 8'-0" o.c. and furnish web stiffener, blocking, erection bridging, pre-notched plates, intermediate shear panels, as required by code or shown otherwise on drawings. c. Contractor to provide all necessary bracing and te7l,t�rary shoring. C. Shop drawings: Submit complete shop drawings tr .architect for approval by Structural Engineer and submittal to Building Official . Sutnittals to be stamped by 0regen registered engineer. Do rut fabricate until accepted ( by Building Offi.ial. 'rei abri.ate i st~..ct:nal '-.cod Section 06170 - P.:ige 3 2.02 PRE-FABRICATED ROOF T ISTS iccnt'd) P. Lnading, 1. Live load: Roof 25 psf basic 2. 10 psf dead lead top chord 3. 7 psf dead load bottom chord 4. ?11cvable increase in wood roof ii;ember stresses dl-:e to duration of loading 15% maxirl—n. 5. Uplift per U.B.C. E. Concentrated loads Provide additiGnal trusses as necessary to support mechanical Edits, sprinkler lines, etc. Coordinate all loads and locations with mechani--al .subcontractor. 3.00 E'ECT.TION 3.01 1;.'STALJ,ATI JN A. Installaticn in Section 06100 Carpentry. A. Truss erector shall exercise extreme care durirg, erection of •-oof trusses to prevent the trusses from buckling laterally. Use spreader bars for lifting trusses and provide lateral bracing as necessary. All wcec7vri are to stav oft misses until pl, ood sheathing has `men installed and nailed ar least twice to each truss or until temporary t .acing is installed that mets ma ufactu_-erIs bracirg requirements. C. ?rote: Ir'stallation of tn-,sses is not to begin until all worm involved with the e:-ecticn -feet and are infol-ied or the erection and bracing requirements. D. Shcp drawings shall be submitted and stamped by a registered engineer. E. Truss :arufact•srer to inspect all trusses after they have been erected and sheathing, bridgirg, blocki.rg, etc. has beEn installed. Manufacturer to submit certificate to architect or engineer that the inspection was .rade Lnd that hisses are in accetpahle condition and meet with the -anuiacturer's design and installati.cn requirements. EM Cf' SECTIC-N Millwork - - - - - - - - - - - - - - - - - - - - - - Sec t i on064 50 - rage 1 - - - - - - - - - - - - - - SELMON Ot'w 50 - h1:I.LWORK 1.00 1 AL "0' WDRK IN OTHER SECTIONS Items specified in Carpentry, Installation of millwork specified herein. Finish hardware not specified herein. Painting and finishing. Plumbing and electric fixtures and cor-iections. Store fixtures furnished and installeti by pay Less. Pharmacy counters furnished and installed by Pay Less. 1.02 WORK INCUMM IN THIS SECTION All other finish woodwork, both exterior and interi;,. , show-n on drawings, specified herein, or required tc, complete the project. 1 .03 QUALITY STANARDS Conformto QUALI i'1' STAN DARDS OF 'I11E ARCHIIMCiURAL WXDWOR.K INIX:STRY, latest edition, P.iblisned by Architectural hereinafter called AW1, West. End Building, Woodwork Institute, as modified herein and on the drawing.,. iVashville, Tern. 37203, 1.04 P1IL1;CRK %NUFAC7U?JR Experienced in wa-dwor,c of t`re cT�131 ity specified herein arra a«roved by Architect. 1.05 SHOP DRA6INCS Show profiles, details of joints and other pertinent items. Show corrections of casework to adjoining construction, whethcr cr not all items are furnished by this subcontractor. Submit to Architect for approval . 2.00 PkODUCTS 2.01 I1"rMIOk .11JJr}: FOR PAINT FINISH A. �"�n< I1«��' 1' Interior rrillwc)rk. B. Sp`cles: Lkr.;ber - UnselecC birch suitable for paint finish. C. Grades: Canf:,rm to l%,,C, Custom grade, as modified hercin arK4 on draws ,,s, 2.02 CASEWORK A. Species & Cradv: F\,-pesed parts ti match ether irlt�•rior woodwork, all casework WIC EC grade. Parts concealed when drawers and opaque doors are closed optoi�l with C:cmtr�ctor. Ali 11 work Section 06450 - Page 2 �.G2 (cont'd) B. CoLmtcr Tops : Plastic L3rrdnate. Forrrica, Micarta, Textolit.e, or appro';ed. Provide self edge, end splash and splashback of mat.chir,�, material where indicated. See Section 09999 for colors. C, Doors: F]tush type plywood, construction and thickness in accordance w th WIC standards for grade specified. D. Cutti for other Trades: 11 G:c holes for plunbing and electric fixtures as directed by subcontractor fl,i 5hi these i~e+rrs. E. Cabinet liardware: Pro,,-ide all items necessary. See details. 3/4" EAjrs ?arh to have: 1 pr. Hin,^es SC1225-26D 2`\ 3/4 1 ea. Catch 325A92 (Ives) 1 ea. rill '-7B26D (Ives) Fah drawer to have: 1 Ea. tt::l 37B26D ( Ives) F. Installation of Hardware: install casem-)rk hardware. W work in ac_ordance with WIC Standards. 2.03 MI S(:E11A,:,:D l;S A. Closet & Storage SK_Iving: Uoxxmv grade, as defined by WIC Stare -ds, solid or g!ued up softwood 1 tribe r. 3.00 E?aa T;01; 3.01 installation is in Section 06100 Carpentry. DQ OF SE=10N MRAN-WALM-A-MMMILTULM-AARAm Fluid applied elastomeric wu terproci inc; - -- — — — — — — — — — — — — — — — — — — — - - - SeCt:on07100 - Page i SEC'T'ION n71C>rl - rIJJTD APPLIED El—ASTQMJIC WATERPROOFING 1.C1O GENERAL 1.01 Description: Waterproofing in this work consists of waterproofing all exposed exterior unit rriizonry walls and adjoining concrete surfaces noted on drawings. 1.02 Related ,x)rk ! ')ecified_- in other Sections: The following are covered by the ilYlicated other Sections. as necessary with all other trades to ensure proGOoF�'rate integrity of. the waterproofing installation: Per and adecn�ate Masonry work Section 04"00 Painting Section C.,900 1.03 lity—control: A. Applicator: Must have completed a minimum of 5 pro Acts of. comparable size and have had experience in application of type of coating system specified. B. All materials in and covered by the coating system shall be com )atable r and approved by the coeti �, ng manufactur_ C. Container I.Avl: 1 . Manufactut-e Name 2. Stock Number 3. Type of Paint 4. Instnictions for reducing (where required) 1•04 Warranty: Two years unless coating manufacture warranties longer. I 1.05 Product handl i njZ: Use all mean; necessary to protect waterproofing materials before, during, f and after- installation and to protect `_Ile installed work of other trades. In the event of damage, immediately make all repairs atxi a to the apprJval of the Architect and at no addiCtonal costetotheeOwnerecessar 1.06 ,submittals: A. Draw-b(mis: Suhrrdt 8" x 10" Draw-DCAM of actual. ma approval, of each finish color, prier to r chaect; P eappl. terial for arication meeting. B. Manufacturers Literature: Submit three copies of current literature with .craw-downs. -1 L 71 Fluid applied elastomeric waterproofing Section 07100 - Page 2 1.07 Environmental requirements: A. Follow manufacturers printed instructions. B. Ambient Temperature: Minimum 400 F air and surface temperature for 24 hours before, during, and 24 hours after application, unless otherwise specified by coating manufacturer. C. No precipitation 24 hours preceeding or predicated 24 hours after application. 1.08 Pre-Application meeting: A. Seven days prior to starting work (General Contrar-`or to arrange). B. Present. 1. General Contractor 2. Coating Subcontractor 3. Architect 4. Representative of Coaling Manufacturer C. Agenda: 1. Substrate Condition 2. Sequence and method of dpplicarion of coating ystem 2.00 PRODUCTS 2.01 Manufacturer Thoro System Products are approved. 2.02 Materials A. Fill Caa+ : 'Cementitious, acrylic-tmxlif .ed waterproof bloc:kfiller. Sui*r Quickseal with Thrrosheen, as manufactured by Thoro System Products. B. Finish Coat: Acrylic polyme, eiastome ric waterproof coating, rneeting the following performance requi.remertts. Thorolastic., as manufactured by Thoro System Products. Color and texture shall be selecLed by architect. Performance requi remeri'.s: I. Elongatton� Minimum at break 400'/, 2. Weathertng (ASTM G 26 Xenon Arc) 5000 hours 3. Permeahiiity (ASIN D 1653, E 96) 12 perms 4. Freeze/thaw (DM' Method A) 50 cycles 5. Flexi.bi'.tty (Fed. 'fest 141 ,6221 ) no change r Fluid applied elastomeric waterproofing - - — — — — - - — — — — — — — — — — — Section 07100 - Page 3 ?.03 Crack sealant: In the event cracks occur or become apparent prior to or during application of block filler, apply crack filler recommended by 'Ihoro Systems with elongation capabilities adequate to accommodate future crack movement. opencell backer rod and tool. tf required to give proper shape to sealantUse. 3• Clll'lON 3.01 'ur•face corziitions: Prior to all work of this Section, carefully inspect the installed work of other trades and verify that all such work is complete to the point where this installation may commence and ve, ify that the waterproofing may be installed in accordance with the manufacturer's recommendations and the original design. In the event of discrepancies, i.mnediately notify the Architect and proceed as directed. Starting of work indicates acceptance Of masonry surfaces. 3.02 Preparation: A. In cold and/or inclement weather, rio work shall be started until area is adequately coverer; remporarily, so that a surface temperature of not less than 50 F. can be maintained during and up to completion of the set drying process for all applications. Temporary heat shall be provided as se[ forth in the General Services, end when necessary Architect. The use of portable space heaters to provide in tempora of is p'ohibi ted. P temporary heir. B• Surfaces to receive block filler shall be free form marks, tie holes, concrete droppings, lattance dirt dust of defects such as hcneycoml fory release treatments, efflorescence, curing camEwurYis t_, 9,-ease, Other foreign mnterial. , paint, and any C Finish coat shall be of uniform color, texture and sheen, free frau runs, drips, curtains, holidays, shine'-s and other imperfecta , 3.03 Mi xi nr�� A. Mix in strict accord with printed instructions of rrranufacLure r. Mechanical mixers of an approved Lytae shall be used for mixing of all products. Frozen, caked or IUMPPd.mrrtertals shall e used. Mechanical mixer. and containers shall be cleaned after no[ ba use kept free of materials fran previous mixes. g; each batch B. ilnoroughl y mix Super (Mckseal with Proper creamy barter consistency is achieved, wit:unioorf color. unto a C. Let rn-V_erial set for fifteen minutes gallon Thorosheen to each 5 minutes, then temper back, by ming one (1) mix thoroughly. sack or 40# pail o+i Sul)er Wcl<seal and D. The maters, l nly ix? retempered only one more time. Fluid applied elascemeric waterproof . ig Section 07100 - Page 4 3.04 Al)pl icat ism: A. Supe.- Quickseal with lhorosheen Blockfiller: I. Do not apply Valle wall is excessively wet. 2. Apply a heavy brush or roller coat of mixed material to the surface at the rate of approximately 100 sf. ft. per gallon over flat face block, or approximately 80 to 100 sq. ft. pergal.l.on over fIL'.,ed or split. face block, depending on the •-oughness of the block. 3. Ustng a wet and clean brush, worK the full. coat in a horizontal manner to fill surface imperfections. Apply base coat with vertical. strokes. Backroll surface with 3/4" nap roller with downward fire sh strokes to remove brush marks. Do not let the material set or harden before backrolling. 4. Let the fill coat set for 24 hours. Apply a light fog spray of clean, potable water on the second day if conditions are hot and/or windy. B. lhorolasti.c finish coat: 1 . Stir Thorolasti.c thoroughly with a metal paddle or electric mixer to assure a complete, uniform dispersion throughout. 2. In extremely hot, dry weather slight d< �ning of the surface with clears water is acceptable pii-r to the application of Thorc!astic. 3. Apply by spray at ;he rate of approximately 75 sq. ft. per gallon, depending on porosity of surface. ' 4. Apply base coat of 11-iorolastic smooth texture uniformly over entire surface. Then apply second coat in the desired texture. 3.05 Inspection & Schedule: A . Contractor shall maintair. schedule of application in field office for Architect's and manufacturer's representative's inspection. 3.06 Field qualify Control Dry film thickness may be measured upon completion using precision instrument designed for measuring and evaluating coatings. Kf2coat any work measuring less than that specified. Pouch-up test surfaces. 3.C7 C.leani_9g_uP: Immediately upon completion of the application, remove all masking and other protective members and clean off all traces of waterproofing from surfaces where waterproofing was not scheduled to be applied. END OF SECTION Insulal:.icn I Section 07200 - ;'age 1 - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - •- - - - - - - - - i SEC-,jot,, 072,00 - I' :r1TION 1 .00 CEN'RAL 1.01 WORT: IN 01- iM SECTIONS t•lembrane roofing in Section 07500. 1.02 PRODU T RA')LI%, A. Store the materials at the io5 site in a dry area, completely protected fron weather at all tithes. B. Do mt install insulating materials until construction has progressed to the point that inclement weather will not damage or wet the insulation. Roof pi`wood shall have a moisture reading of ITT. or less. C. During installation, use all means necessary to prevent the scattering of scraps and fibers and to ittriediately pick up and remove from the premises all debris resulting from the work of this Section. D. Use all means necessary to prevent damage to the installed work of other traces. in the event of damage, jamediately make all repairs or replace- ments necessary to the approval of the Owner and at no additional cost. 2.00 r Ru1_I:'I'5 2.01 1\SL7--'JI0N (11- $art/rd S-- anket insulation for roof shall be Owens/Corning Fiberglas F25 CCxr rcial insulation, ASTM C-665-84 'Type III Class ''A''. Kraft face , insulation may be used where enclosed in partitions and walls. Use R-30 at roofs and R-11 at exterior walls. Other approved manufacturers are: Certainteed Corp. U.S. Gypsur Rock Wool Maryville Fiberglass 2.02 I''SL'lAT IOti (S X"Q) 3'- inch thick unfaced blanket or Matt insulation, same manufacturers as above. 2.03 FASTENIIZ.S Faster*:rs used for insralling batt insulation shall he only those specif:.tally rec,x mended by th,_ manufacturer to the insulating material used. C �� Insulation Section 07200 - Page 2 3.00 E>=,I ON 3.01 SURFACE COMITIONS Prior to the work of this Section, carefully inspect all areas in which insulation will be installed and verify that all work of other trades is sufficiently complete and approved to perrut the commencement of insulation installation. Verify that no conditions exist which will prevent aced eying the designed Insulation values. In the event of discrepancy, immediately notify the Architect and proceed as he directs. 3.02 INSTALLATION OF BATT INSULATION A. Fully insulate the indicated areas, including all small areas between closely fitting members. Do all end matching neptly and with all ends joined or overlapped. B. Cut and fit insulating batts around pipes, conduits, and outlet boxes as necessary to maintain the integrity of the insulation. Leave no voids. C. Install with vapor bai-rier facing space to be insulated. D. Where pipes are located in the cavities being insulated, install the insulation between the exterior face and the pipe and compress the insulation, if necessary. E. Install sound insulation between or interwoven at stud walls noted on drawings. Provide sufficient overlap to elirunate any openings r_hru which sound can be passed. Fasten securely to preclude sag. 3.03 FAST'D;I NC Insert full width batts between joists. Securely fasten flanges of the batts to framing members using only the fastening system recommended by m the manufacturer of the insulating material and observing all recommended spacing of fasteners. Provide 18 ga, galvanized wires at 12" on center diagonally to support batts in joist spares. Secure wires to truss chords. (Chicken wire may be used, but insulation rust be stapled. 3.04 INSPECTION Upon corpleticn of this F:)rtion of the Work carefully inspect Che entire installation and determine rK.-it all areas to be insulated have oeen properly and adequately insulated. 3.05 CODE OJJ TLIAINCE Provide and install approved insulation materials. Thermal irLsulaticn contractor shall verify with the governing authorities hav,.ng juris- diction over insulation materials specified to be installed in locations as called for on plans and specifications are materials that are approved for such usage. Insulation Section 0�.0 - Page 3 t 3.06 CIZA.N LT Insulation contractor, upon completion of the work, shall remove a',l equip-ient, excess materials, packing cartons and all H-bris caused by his operation away from Che job sire. Dave area clean. END CF S1:C ON' Ex-ericr firLsh s�;tem - - ` - - - - - - - - - - - - - - - Srction07241 - Page 1 { -SEC'T'ION 07241 _ E,N ,nR rINISH SYy i 1 -00 CDiFJ2Al, 1 .01 !_ s- ciPtion 7�?; cxterinr fin:sh system crn�sists of a = flexible acrylic, n.`�u7;�ted s,,�] ] s_��stem r>n exterior" fascia maxi „�hern indicacc•�o,�r base atisings. 1 .U2 Ctc1ated r�k Sr,t,cifi_ed i� other sections: Where caulkingis required in connection with this a-)ric and install all such caulking furnish 079UU of [hese s cificatiortis.in strict accordance wI0 Section Exterior gypsum sheathing in Section 09250. 1.03 Codes And star rrcis: �n a ition[o Con�orl`11ng with aIi conform vith the printed appllcrti insPertinent n tcodes a sso and regulations ea,L•cfacLurer. the material 1 •04 subrru ttdl s: 'gI� t co the Architect , for his approval , Proposed to Ge tnstil::. and �onpl a reiles Of all accessories L ccessaries' marufActuz Prs as CO proper installation procedz nee s. 1.U5 Ptcrh�rt tti�ndl irk: A. De7lver Afrl�ufactu:el pn-x,rikcts to the �'�'� c`Mainers 6n th all ldbels Intact ardite legible at t�In theirgofal use. R• Ebnot E+ermi t the Scattering of ,aterial or equ RWT,t of thi s but use all means necessary to ensure neatness of the site and building at all times, building C. fur ltfrtalpLLrpL)sel cleaning of equipment and toms on'y in the area desl grated D. Use all means rrFcessa to before d" inrY Protect Insulation and other materials g, and after IAt Istallation and to protect the irutalled w'1l< of cjtt*r trades. In the even[ of rel�frs and In necessary to the e erovaiall of, w a all acid i t i and 1 cost to t f* Owner. PF' end a t no s F�;terior finish -system - ._ -- - - - - - - - Section-07241.- Page 2 2.00 PRODUCTS 2.C1 S%,stem: Senerg; Way Systems. match color and finishes at existing buildings. 3.00 E.�CM TON 3.01 Surface conditions: Prior to all work of this Section, carefully inspect all surfaces to which exterior finish system will be attached and verify that all work of other trades is sufficiently complete arxi that all_ surfaces are in the proper condition to receive this installation. Verify that finished plaster surfaces will be true to line and detail., level, plumb, and in accordance with the design but wit��ut i'equirir� excessive thickresses of rretcrial . In tie event at discrepancy, irmediately notify the Architect and proceed as directed. 3.02 Weather conditions: - 1 Do not mix nor apply mate-:ials when prevailing outdoor temperature is below 40 degrees r. 3.03 Application: Foli ow ISPO "R-wall." printed specifications, dated 1984, for all work in this section, except mechani,ally fasten all insulation board to substrate. 3.04 Protection of adjacent surfaces: i Take particular care during this portion of the work to prevent damage I` to installed items. Use all means necessary to protect aluminum frames and thresholds. Upon completion of this pk rtion of the work, and as a condition of it's acceptance, careful,y inspect all surfaces surrotmd- ing the plaster and remove all traces of plaster from all surfaces where plaster is not designed to be installed. # M. OF SECTIO' xembrar.e roof ing Section 01500 - Page 1 • SECTION 07500 1.00 CE:�'LRAL 1.01 DESCRIFTICN A. ;jembrare roof i-1,9 1.02 Rl`i.A,r� WORK SPECIFICS IN OrrER SECTIONS ; . Crickets, wood nailers, sumps for drains, etc - SeccicTI 06100 - Carpentry' B. Flashing, sheet metal: Section 07600 - Sheet Metal C. Roof Hatch: Section 07600 - Sheet Metal D. Plumbing: Section 15500 - Plurbin$ E. Heating, Ventilation, Air Conditioning: Section 1`ou0 - Heating, Ventilating, Air Conditioning F. Electrical : Section 16400 - Electrical G. Deck preparation: Section 01020 - General Contractor's 4-)rk 1.03 CODE---, STAB DARDS Campp"'i with all pertinent codes, and regulations of authorities having jurisdiYtion over t`ie3Wo�, a� rooEtand flashing onallY, the systzmtthis which meetscU.L. sc;a11 p.o%ide a 20-y type Class B or better. The root system shall conform to or exceed ASTM D-217/8-84 Type TV. 1.C4 LICENSES, PER.`1ITS, FEES 711is Contractor shall prov'Ae, procure, aril pay for all licenses, permits, fees, etc. , as required to carry on and complete the aurk of this Se---tion. 1,05 QUALIFICATICNS, APPLICATIC: MMLMrMqAW I '•',embrar.e rcvf ir.g Section 07500 - Page 2 1.07 PRODUCT L1- NDLI,X; All n--iterial furnished urxler this Section shall bt j.ack,3ged, transported, stored, and handled as reco7mvill!ed by manufacturer. 1.03 PRE-ROOFING CCNT-ERL-lCE Th,� pre-roofing job conference shall be held a minium of 4-3 hours prior to the start of any roofing artil shall be the scheduling responsibility of the General Contractor. The attendees will include, hit ;rDt be limited to: the Pay Less representative, the Architect, the General Contractor's representative, the Roofing �L,3mZacturer's rep:esencative, the roofing person in c;iarge of the project and the roof foreman. Related trades should also attend; i.e. , sheet metal , plumbing, electrical, HVAC. 2.00 PRODUCTS 2.01 k%�AN11,F.aC;1 A. Use one of the following systems. do others will be approved. (VELA'S CORN I N(' �IA1.rVWYY Approved `'['ecification 143-i�S Perna Ply R hS4 i Base Flashing Derbigm 917 SV CAP Tlex cap '%W iCoiit w/alininun) 'tineral surface (:a l r< Pads Utrbi gum 916 SBS CAP Flex cap 3' wide) (Coat w/alLnimm) 'Lneral surface Surface Coat 3 gallons emul- 13 gallons emul 3 gallons emulsion/100 sf Emulsion-ASTM D-1227 sion/100 sf Sion/100 sf 1 gallon aluminum/100 sf 1 1 gallon aloin- 1 gallon alima - 'bdified Specification Aluninur�-ASTM D-2824 irncn/1')0 sf in ri/100 sf Type 1 * WiLied Spec. 'Wified Spe Ply Sheet Perms Ply R _ PrelTdirn I 4500 Ultra Ply (Type J%r) Tvpe 1 V Base Sheet Per-.m Ply t#28 7501 Flex base 30 I 1 No substitutions al lcr,,ed on ply sheet/coat in.,, ,' use sheet/walk pads/base flashing details, etc. Ka-brine roofing Section 07500 - Mage 3 • 2.01 �hti:TAC`Il ni}iS (cont 'd) B. All application recc,�erxlations frcr3 the selected m7nufacturer2 current specification are considered part of this specification. When the Pay Less specification and manufacturer's specification differ, the more stringent spec shall prevail. 3.00 E7�'F 71 ON 3.01 GDO(AL CONTRACTOR'S WORK (Also listed at Section 01020. ) A. The General Contractcr shall have the field of the roof and all parapet walls in a ready to roof condition, prior to any roofing. The loading dock and front canopies shall also be in a ready to roof condition prior to any roofing. B. It isthe sole responsibility of the General Contractor to be sure that his subcontractors have all of their work on -he roof completed prior to the roof installation. Roof penetrations by the General Contractor and/or any of his subcontractors will not be permitted once the main roofing job is completed. In the event than_ roof perktrations are made after the roofing is done, the roofing sub- contractor will be required to return to the project and nake the necessary repa . No one else is authcri7ed to do so. lfider these circu-Lstances, it will be the sole responsibility of the Gneeral Ck-mtractor to pay for these repairs. Pay less representatives will be t!le sole julge regarding the necessity of malting such repairs. C. It shall be the Ceneral Contractor's sole responsibility to have the roof ca ipletely cleaned for the u-mision and alumirn.m coatings. Failure to do so will result in the Pay Less representative havirg the roof cleaned and back charging the General Contractor for this work. Pay Less :ill be the sole ju3f;e �..s to whether or not the roof is cleaned properly. 3.02 SURFACE CONDITIONS Prior to caimencing the work of chis Section this Contrac~or shall carefully inspect all st+rfaces to w.'.ich his %)ork is to be applied and the installed work of other trades. Verify that all work is complete; crickets are installed to grades required for positive drains-ige to drainage outlets, roof deck is correctly nailed, and curbs for accessories and equipment are ii, position so the completed installation will be in strict accordancE with these specifications. 3.03 INST'1!ATION, ROOFING; A. The r-)nfing installation shall he in conformity with the seiecLA nn><anufacturer's specificatirm, latest edition. See 2.01 B. '•1<mbrane roof i-, Section 07500 - Page 'i 3.03 INSTALLATION, ROOFI% (cont'd) B. No roofing shall tike place when aunbient coriitions prehihit proper application. Winds or ovErcast ccrditions may make it difficult to maintain proper asptult temperatures. Rain cbvicusly would make roofing unacceptable. 3.04 DESCRIPTION OF WORK 1. Flashing- All flashings wiLl be installed as shcA n in the job details aril indicated in r.he specifications and as required to meet Pay Less and manufacturer approval . Sea L•:xhibit "C" Plates 34-46 for roof flashing details. Base Flashing: 917 SBS CAP or Flex CAP or Derbigtn, nail top of all base flashi7.g on 6" centers with Large head nails. Proper nails to meet recruirements "or different vertical surfaces (block, concrete, wood, etc. ) . Wail Flashing: 917 SBS CAP or Flex CAP or Derbigrr will Le used on the parapet walls (lets than 15") around the MAC units and around the roof hatch. Base Sheet: Cut base sheet in 18 foot lengths. 7. A final surfacing; will be required to meet warranty_ or fire rating requirements. 11his final surfacing mterial shall be applied to the Manufacturer' s Specificat.ons and requirements. 3. Walk-pads: 911 SBS CAP or Flex CAP car Dert igrn shall extend a mininun of 3' onto the roof su_f.,ce arouix3 the HVAC unics and roof hatch. 4. Vall:ys & Waterways shall receive an extra layer of ply which sha'_1 Le 36" wide and extend a m.,,1irun of 8" up the inclines of the valley. This ply shall be laid prior to the application of the roofing plys in a solid uniforn, nx)pping of iphalt. 5. Masrnry wall shall be piimed with manufacturer's reccrme- ded primer. 3.05 WAL.I TY , SSI.R<;47E 1. Manufacturer: a. The successful Contr.IcrCr shall review the manufacturer & Pay r.ess specifications, aril the fob conclitions with the runufacturer of the roofing system. if there are any requirements in the job specifications than ire inconsistent with the manuta,-turer's/ Pay Less recormrendat Loris and/or spec if[cat ions for ).0-year type roof and flashing assembly, the rmnuficturer's representative 11 sutriit to Pay Less thc)se [Lor,, ti-Lit do ;•.ot vet with the �t� nlf actor r's Requirement W W !eMbrane roofing - - - - - - - - - - -- - - - - - - - - - - - _ Section 075 - - Page-S- - - - - - - 3.05 QUALITY ASSURANCE (cont'd) 1. Manufacturer: (cont'd) b. The manufacturer's represe :at've will attend the roof conference, make a minimum of one field Lnspection and conduct a finalroof inspection. The results of the final roof ins ro Pav Less on a orm 'rove e y y I„ss, pect.ion will be sent c• The manufacturer's representative will bring any dev'ati,xt of their 20-year Type IV roof assembly specifications to the atr_ention of Pay Less Drug. Any deviation of this specificatiai shall be approved by Pay Less in writing 10 days prior to bid opening, 2. A quality assurance program shall be a form filled in and approved by manufacturer, during application of specific products. 3. Deck Surface: The surface of the deck is to be clean, dry, and Properly secured against movement. It shall be smooth with no rough areas or nails protruding. This is the responsibility of the deck -ontractor. 4. Materials: All roofing materials will ccn'Ply with the manufacturer's specifications for the job. All materials are to be clean, dry, and free from damage. All materials shall bear 1JL labels and be deli- vered in the original wrappings. V 5. Storage of materials: All roofing materials will be delivered to the job site in weather proof vans or containers. No materials will be allcwed to remain exposed to the elements. 6. Attactrr_nt: The roa)f shall be attached per Manufacturer's Specifications and Requirements. Staple tape as a fastening system is not allowed. 7. Bitumen: The tyke of biturwn will be checked to be sure it is the proper type for the specifications, roof slope, and climatic cond- itions. Proper heating teiWratures will be maintained in the kettle or tanks with an on site approved thermometer to insure that the bitumen wil.l be the proper E.V.T. at the point of application on the roof. Asphalt rust comply with the latest revision of AS'M specification D312. Manufacturer will supply or approve in writing asphalt used on job. All asphalt heated over a manufacturer's required period will w- removed from job site as contaminar.ed. 8. Applicators: Applicators wi1L be r,ell versed in the specif`ed bitumen application rates. In addition. the applicators will be thoroughly knowledgeable of the voLu,e capacity of the equipment being used and the length of the runs required to achieve the specifiLd application rates. SCCI l(M 075(X) - I;i},v 6 -- - - - - - - - - - - - - - - - - - - - - -- -- - - - - - -- - - - - - - - - - - - v 3.05 Ql!4L 177 ASSURA.NCL•' (cont'd) 9. Roof Samples: Roof samples may be cut and weighed to insure proper application. Roof samples may be sent to testing labs for verification that materials, quality, weight, etc, , are per ASTM testing. 10. The General Contractor shall have the field of the roof and all parapet walls in a ready to roof condition, prior to any roofing. The loading dock and front canopies shall also be in a ready to roof condition prior to any roofing. 1:. It is the sole responsibility of the General Contractor to be sure that his subcontractors have all of their work on the roof completed prior to roofing installation. Roof penetrations by the General Contractor and/or any of his subcontractors will not be permitted once the main roofing job is completed. In the event that roof penetrations are made after the roofing is done, the roofing sub- contractor will be required to return to the project and make the necessary repairs. No one else is authorized to do so. Under these circumstances, it will be the sole responsibility of the General Contractor to pay `or these repairs. Pay Less representatives will be the sole judge regarding, the necessity of making such repairs. '.2. It shall be the General Contractor's sole responsibility to have the ro^F completely cleaned for the n^nulsion and aluminum coatings. Fa_!�Jre to do so will result in the Pay less rep-esentative having the roof cleaned and back charging the General Contractor for this work. Pay less will be the sole judge as to whether or not the roof is cleaned properly. 12. Felts - Broomi; g in of felts is mandc:toni for all jol s. 14. ?hosing - Phasing of the BUR roof system is not allcnaed! I The installation of all pl.ys of felt will be corpleted in sane day, Including covering of the base sheet. 3.06 CONSTRUCTION DETAILS A. The detail drawings (See Plates 38-53 in Pay !Rss Exhibit "C") nust be used- These details represent the rdnirtun standards necessary. 3.07 WRAI'M A. A 5-year warranty shall be furnished to Pay Less via the General Contractor and Xrc:hitect prior to final payments to the roofer. 3. For a period of five years from the store's opening date or completion of roof, (whichever is later) the installing Contractor agrees to inspect and make necessary repairs to the roof, (repair shall mean restoring the roof to its original cordition). Emergency calls will thein be attended to within 24 hours of notification. The manufacturer is to be notified of such work I- - the Roofing Contractor. C. 'Ibis guarantee shall be issued and given -o the General Contractor in writing on the form pro%idoi at the end of' this section. E%M OF SECTION (guarantee Foran Follows) KNFKW .. e SUILT-UP ROOFING GUARANTEE FOR PAY LESS DRIiG OWNER ADDRESS_ DATE ISSUED _ BUILDING NAME BUILDING NAME_ ROOF SP7CIFICi1TION _r ADDRESS _ ROOF ARBA FLASHING SPEfIFICATI'1N_ k)OFINC CONTRACTOR DATE OF COMPLETION ADDRESS LINFAL FEET OF FLASHTNG Roofing Contractor a corporation of the State of with offices at Thereinafter referred to as guarantee to the above named Owner that the indicated roof system is installed in accordance with current roofinq specifica- tions for the system spef_if iPj above, __ _ __ _ wi 11 pay all authorized (material and labor) r_ost5 of repair to Che built-up rTofina membrane necessary to stop leaks which occur during a period of five years from the date of completion, only as a result of any of the followinq causes : 1 . Deterioration of the roofino memhrane or base flashinq system resultinq from ordinary wear and tear by the elements. '. Workmanship in application of the roofing membrane or base flashino syr,tem. 3. Blisters, fishmouths, bare spots, ridoes or wrinkles in the built-up roof which result in leaks. 4. SpT3ts or cracks in the built-u:) roofing mPmhrane not caused by (a) structural movement or (b) failure or movement of any material underlyinq the roofing membrane o- base flashino. 5. SlippagP of the built-up roofinq memt)rane or base flashinq. It is understood that leaks caused by ary of the followinq are excluded from this qu3rantee: A. Natural disasters including but not limited to floods, lightning, hail, icinq, earthquakes, wind damage from cyclones, tornadoes or wind gusts exceedinq force 7 on the Beaufort Scale, etc . P. Damaqe to the huilt-up roofing membrane or base flashino system resultinq from: Traffic or damage by owner or owne, 'r representative. r Movement or deterioration of metal ad•iacent or huilt into the built-up roofing membrane. Chemical attacks on the bituminous membrane. - Building design or construction. The roofing contractor will respond to leak calls within A tion. Temporary repairs may be made in mastic when weathe,- is not'ours of routing_ however, permanent repairs (restorinq the roof to its original condiition )t�nl be completed within the following 30 days, The manufacturer's condition ) would repair will be strictly adhered to, and all � guidelines on in hot asphalt, Permanent repairs small he completed OWNER RESPONSIBILITIES: In the event of a leak in the built-up roofing me;ihrane or flashing the rwner will notify the roofingg system, after discover contractor in writing within thirty (30) Bays v of the peak , - The owner will notify the roofing contractor in writing modification, major repair or addition on or through the built-uPvroofoorehase flashinc for each situation occurring after the oate of is Drewirosvided and plans showing the location of the sue of the Provided. proposed changes will bearantee. The roof of the above Proiect was inspected by our representative. Manu,,-acturer _ Gate The material was found to be correctly cati applied and eoual to that suecifi `., for a ?0-year bond, on S i oned—by Nlar, fu ac Fu—rer' i (Name and Title of Officer) Sheet metal Section 07600 - Page 1 SECTION 07600 - 'I ` 7AL 1.00 GENERAL 1.01 WORK IN OTIOR SECTIONS Wood blocking and hailers for securing sheet metal work. Sheet metal work of fan operated ventilating and air conditioning systems. Flashing of pipes and ducts passing through roofs. Root sumps and inside conductors, including flashings arotxd same. 1.02 SHOP PAINTING After fabrication but before installation, clear, oalvaau zed metal, treat for paint adhesion and apply one heavy coat zinc chromate paint to all surfaces. Touch up damaged areas in shop coat which will be concealed afte•- installation with same material. 1 .03 CUARAN71rEE Work in this Section is subject to 2 year guarantee. See Section Membrane Roofing for form of that Certificate and ascertain its' conneccl.on with work in this Section. Sheet Metal Guarantee Form follows this Section. �r 2.00 RODUC7`.i 2.01 CLN FAL Best commercial quality, t:h16mess not less than slecified below. Use heavier gauges where. called for in item specification or noted on drawings. 2.02 GALVANIZED STEEL Copper-bearing base metal, commercial weight zinc coatirg. 24 gauge minicxan, heavier where detailed or specified. 2.03 LAD Hard t:t.e, weight 2.5 pounds per square feet. 2.04 NAILS Barbed type, hot-dip galvanized steel. 1 Sheet :petal Section 07600 - Page 2 3.00 E`MCUT ION 3.01 .kRKYdk:SHIP A. General Contractor shall put surfaces to be covered �, tth sheet rretal in proper condition for covering. Sheet metal subcontractor shall report any unsatisfactory surfaces to Architect and not ccrT-,ence work until made satisfactory for proper installation of sheet metal. B. General: l.. Workmanship equal to best standards of modern sheet metal practice. Z. Form materials accurately to shapes and dimer,:.-.ons indicated, with lines and angles true, without waves or buckles. 3. Make proper allowance for expansion and contraction and for shrinkage of wood construction. 4. Cole flange intersections to fit accurately and solder. 5. %ke exterior work, permanently weathertight. 6. Cross-break large areas diagonally to minimize "oil-can" effect. 7. On parapet walls higher than 24" above the roof surface, sheet metal is to be used in lieu of roofing plys. S. Wall metal is to be attached using cleats on the bottom. These cleats are to be anchored into the block wall with lead anchors and screws. The top of the metal is to be attached to the vertical surface of the wooden nailer plate at 13" centers with neoprene washered screws. These screws are to be attached through the sheet metal cap coping metal. The cap coping is to have an outside edge cleated and the inside edge screwed as described above. No penetrations are to be made in the horizontal section of the cap coping. 9. Wall sheet metal vertical surfaces will be a maxi.-.m of 4' wide. If vertical surfaces exceed 4' in height, mid-level attachment is necessary. Such attachment shall be discussed and agreed upon by Pay Less prior to commencement of this Section of work. 10. Seams on the cap metal coping and well skirting ( if required) shall be according to Plates 33 - 42. 11. The entire sheet metal flashing/counter flashing assembly shall expand and contract imiependent from the tuilt-up roofing system. 12. Sheet metal counterflashing is required around all HVAC units. 13. The counter flashing aroLnxd the HVAC units must be installed prior to HVAC units tx!ing installed on the curbs. 14. See Plates 38 - 53 fat P;w less Exhibit "C") for various sheet metal details. These details must be used. Sheet metal Section 07600 - Page 3 3.01 V�Ith^+iM'SNiP (cont 'd) B. General : (cont'd) 15. Sheet metal used on the for cap cc i be painted white. roof P ng and wall skirting, shall 11* The rtu nimm, a g uge for sheet metal is 24 gauge. 17. Roof hatch Ply"Od to acilust have WOOd fiber removed and replaced ,,, 3.02 ng of flashing plys, with 3/y FI.ASHI'VC A. General : Provide where indicated Corners sho or required for weathertight c p-formed, extending riot less t g °T�t�ction. Provide all flashings necessaryban 1 f whether or not it is to make a complete 00[ each side of comer shown or called :'or, wether-tight job B. Cap Flashing: Form to detail of standard length sheets of wcints at angles sho fo ng not less than�4 B� galvanized stecl, `-- elsewhere. P- rmed, as above hes. Provide kherever ' laPPed not less than 4 inches Where iR6fiere d roofs intersect vertical surfaces up 4„, in masonry extend into , elsewhere indicated. Set flashing joint 4 inches, back edge tures Terpolmier sealantc�receiver secure wedges and calk solid Mono), with Tremco Acrylic 3.03 oTM:3R I IZ� A. Copings: Fabricate to detail in 10 foot oot sections of 24 a Lockmod Plate t�e a*i t h 15 pound roofing g 4ge galvanized used ed:Ses over continuous ng felt before installi; steel . plate. cleats of same material coring. .loin sheets with t � securely contraction, type °f seam indicated Seal seams withto allow for expansion and Miter and 'IYP'mco Mono Sealant. seam corners. B. Roo; Scuttle: Bi]co, 5-20 orequivalent 30 x 36 inch size, ►+pith g lvanized steel cover Iining of sfiberboard insulated curb. and curb, -same material as cover and curb. glass fiber insulated Pro��de hea��_d.ay has a See 3.01 B. 17. Install in acc:r P and one deadbolt lock. cover, Adjust cover cC operate nce wi th rr�3nu.{; , s �c[itho s directions; make waterti See drawir,C of roof scuttle�. thly, without binding. ght. B,--bcock-Dae-is, Dur-Red and ,"lilcor also approved Sheet Metal Sectic -, 07600 - Page 4 - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3.03 0DE2 IMIS C. Scuppers: Construe' of stainleCs steel and lead. Incor-,ori2te back f.larq;e into roofing by imbedding in flashing cement, nailing 3' o.c. and stripping in with 6" wide glass fabric (2 layers) and flashi*tg cement tinder and over each laver. D. Dcunspouts arca Gutters: Approxiaotely 12 ft. lengths, shared and sized as indicated, alternate lapped and soldered joints with slip joints 1�" wide. 24 ga. GI. Set pl:mb, clear of wall , and secure with straps 2 inches wide soldered to leader and securely fastened to supporting construction at equidistant points not more than 10 feet apart. Provide offsets and elbcnas as required. N-oy~ice elbow at bottom where water empties into splash block or other lard surface. E. Reglets: Fry Reglets, aluminum, or length and design appropriate to location. See dravings for various t},pes requried. F. Vents: i Stock screened,galvanised, lowered, weatherproof vents at rear of front wall above roof. END OF SECTION (Guarantee Form follm s) ( CERTIFICATE OF SKEET HTAL CUARAYI'E'E We, inane of company or contractor) agree to maintain the sheet mer_al work on the belts mentioned building for period indicated. This agreement is to render the flashing; waterproof, subject to the conditions outlined below. Owner of Building Location Location of Building (Street) City State Number of Square Feet in Roof This CJARAN=- is effective this day of 19 for the term of two (2) years from t s te, 'provided any detects resG t ran defective material cr workmanship and are not cuased by other mechanics, fire, accidents, or by acts or providence over which we have no control. It is understood and agreed that we will not be responsible for leaks in the roofing or flashing due to excessive winds, distortion of the foundation on which the roofing or flashing; rests, excessive hail storms, or any other conditions over which we have no control. l �.. Signed tie of Co. or ntractor By Ibree (3) copies of the guarantee shall be furnished to the Architect within 30 days after the roofing; installation is completed. Sealants Section 07900 - Page 1 - - - - - - - - - - - - - - - - - - - - - - - •-- - - - - - - - - - - - - - - - SECTION 07900 - SEALAJN7S 1.00 GL-N7-NAL I 1.01 WORK 114 OgTZR SECTIONS Mastic sealing of metal-to--metal contacts in metal wirxiows. Masonry control joint filling in section 04200. 1.02 EXIDTr OF WORK Caulking and sealing of joints between window, door and lower frames and exterior masonry and concrete and other spaces noted on drawings to be caulked or sealed. 2.00 PRODUC:"S 2.Q 1 C(>TOU OS A. Material s: Caulkingand sealant materials steall be furnished by DAP, INC. , Dayton, Ohio, subsidiary of Plough, Inc. Equivalent materials by TRDVL and Sorneborn/Contech are also approved. i �• $. 1-UC 3 t i ORS 1. Con-rete and masonry joints: Use DAP F"�E�ISEAi one-part Polysulfide rased sealant. 2. Concrete or masonry to metal or wood: Use DV-.P FLEXISF�kL one-part Polysulfide based sealant. 3. Metal to metal : Use DAP BUM-, GOITER AND LAP SEALF.k. 4. Concrete walk expansion joints: Use DAP one-part acrylic sealant. 5. Back-up materials: Suitable materials shall be untatYed oakum, fiberglass, or closed cell Polysulfide foam rod. No oily or aspNg1tic type materials my be used. Bond breaker such as poly- ethvlene film shall be placed between filler and sealant ; fill shalt be uniform to provide sealant depth required. 6. ]'rimer: Primer shall ��tetsolution promotingas DAP adhesion FLLXISEAL. PR?KII, conW specifically to the substrate involved. Sealants Section 07900 - Page 2 - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - 3.00 DT-CLrrlON 3.01 WORD 1 ZHI P A. Preparation: Surfaces must be clean and dry before proceeding. B. Protection: Mask surfaces adjacent to joints as required for complete protection. C. Back-up: Joints to be caulked - where more than 3/4 inch deep, pack with backup material to within 3/8 inch of surface. D. Caulking: Use caulking compound where noted on drawings. Caulk ioint_s before final coat of paint is applied to adjacent surfaces. Apply with gun having nozzle of proper size. Fill joints and voids solid. Superficial pointing with skin bead not accepted. Re*rve excess maceriai and leave surfaces neat, clean and smooth. E. Sealing at exterior finish system: Follow exterior finish system manufacturer's printed preparation and application instructions and coordinate sealant work with that in Section 09241, using Sonolastic NII-1 or other recommended materials. END OF SECTION ;-fetal doors & frames Section 08100 - Page 1 SLCTIUN 081(}() -• -TAL DORS & FRA��S 1 .00 G SERA`. 1.01 'CFC IN OITIM SECTIONS (von-ferrous doors and fumes of all -ypes. Glass, glazing, weather,tri.pping and Basketing of hollow metal doors. Finisn hardware for doors and frames specified herein. Toilet corPartrrents. Finish painting of doors arca frames SDecified herein. Installation of items specified herein. Caulking of exterior hollow metal doers frames in masont; and concrete. 1 .02 CUAR V,= StL'rdc 'written guarantee that all defective materials or workranship reported 'Within a period of 2 years afr_er final acceptance will be pror,pcly repaired or replaced to the satisfacr_icn of the Owner. 1.03 SHOP DRA.1,;ItiGS Furnish ;anufacturer's published details of standard stark items. Furnish detailed drawings of variations from stancarrds, including those req,dred Co secure fire labels. ^0 PRCMC S 2.01 COORS A. Manufacturer: ATueld, �ecc, Curries, Fenestra, and Republic are acceptable manufacturers. B. Con 6 t -.-Lc,i ort: 1 i Dcx;rs shall be full flush and sea.Tdess. 2) Lbws shall be 1.9 gauge cold rolled, stretcher level., prime qualir-y steel 3) a-)crs sh-�l.1 have conLinurus vertical mechanical interlocking joists at lock and hirge edges. 4) Top arca bottan 14 gal.:rge, c•o1d rolled steel reinforcing channels shall l'* spot-welded wichin the (.'u)rs. 5) All doors shall be provided with 12 gauge, (,:old rolled steel , surface closer reinforcements as starxlard. 6) Doors shall bN mortised and reinforced for hinges am lacks. IX)Ors shall be reinforced for other hardware when re7iired. 7) Doors shall be reinforced, stiffened, sound deadened and insulated with impregnated Kraft honeycomb core corpletely filling the inside of the doors and lam;roted to both inside faces of panels. 8) All doors shall be bc-rtderized and receive one coat Cf baked on prime paint. 9) Outswinging exterior doors sital.l have CCF cap sealing against water. Met::l da-Irs and frruLs ')el:L i Cin Uh l UU ( 2-02 GIASS 6 U) VIai6 / . (ilLlZod t�h,nIIIAS: Mike pruvisic)ll fur ilLhL.rLud, in ,iccurLL ce with Stamard slX'cif Icatiol•IS. D. louvers: Provide where indicated, fixW type inserted into door panels, in accurdLince with sWcificatiuns. 2.03 FRAMES A. 7yrx!: kepublic steel rL scr•ies universal fra s ur similar by numdacturer 16 gauge at all openings. R. Jamb Anchors Type .ippropriate for adjoining w,Il l -Arucrure. Not les, than 4 anchors por wit). 2.0=4 MISCELIA.NUkS A. t.:1l v.ini Bing Uterior doors and framrs Ralv,ulited, chemically treated for paint ,adhesion, and slwp prima in accordance with st. x1jrd specifications. R. Drip at livad: At al 1 UNLerior dour; not protected by building overhangs, provide 16 ga. / AJlvdliizW drip Strip secured to ticaj ui franc,, c:aulkL-J wfr�re necessary, and j ud jutted to just cluar tup of dour. 3.DD FYLC1 rr I ON 3.01 I NS'I.1,l iA I I UtJ Installutiun is in Section 06100 C11-pellLry. IND UI' ;ill.WN W,Kxl doors SCCtioll 03200 - Page 1 SCCTlON 08200 - W YK) XOKS 1.00 GENERAL 1.01 WORK IN OTl-M SECTIO 6 Wood and metal door frames, wood trim. Hollow metal doors. Glass, glazing, weatherstripping and gasketing of doors. Finish hardware. Installation of doors specified herein. 1.02 GUARANTEE Submit written giiarantee that all defective materials or workmanship reported within a period of 2 !ears after final acceptance will be promptly repaired or replaced to the satisfaction of the Owner. 1.03 SHOP DRAWINGS Furnish manufacturer's published details of standard stock items. Furnish detailed drawings of variations from standards, including those required to secure fire labels. 2.00 PROiDUL—I'S 2.01 FIXSH DOORS A. Manufacturing: Model numbers listed hereinafter are taken from the Weyerhaeuser catalog. Similar and equal products of Eggers Hardwood Products, Algoma, or Hardwoods, lnc. may be substituted, subject to Architect's approval. B. Guara :cee: Before final payment, furnish manufacturer's guarantee, in form approved by Architect, warranting each door for the term of years stated below, using Standard une-year guarantee of the National Woodwork Manufacturer's Assoc. , extended as required from date of installation. C. Doors: Solid staved lumber core, good grade red birch face veneers where stained and paint grace hardwood where painted. Weyerhaeuser Roddis No. DSCl, of apprcved, "life of installation" guarantee for interior use. D. Doors: Institutional hollciw core, good grade red birch face veneers where ( stained and paint grade hardwood where painted. Weyerhaeuser Roddis No. DHC-1, or approved, 2 year gum n[ee, interior. i Wrr,xl doors `;action O82O3 - Pap c ? 2.02 CIA.ST MZ) LCXAERS Fral:e ProNr provision for glass, grilles arni louvers where indicated. Furnish mianufacturer's su,mLird sightPrcwf, hardwood louvers, install at door factory as detailed. 3.00 ENE CL'IION 3.01 1NSTALLnTION Insta'_laLion is in Section Ob100 CarT)entry. i I I i I I BD OF SLCT1ON r R.ol l irg s2^.-ice dc��r Section Go:00 - Page 1 SECTICV 0, x-00 - ROLLING SERVICE DOOR 1.01 WORK I N MET-, SECTIONS Preparatil.m of openings Steel jambs Finish painting 1.02 Slw.P ' RAWINGS Show elevations, dimensions and ccc�lete details of conscruct_cn. 2.00 PRODI'CiS 2.OL �GLLI,C SERVICE DCCR A. Rolling Service Doors shall tw `bdel `:o. F'`-2 as Tarte facCured by Ck,erhead Door CorT}craticn, Dallas, Texas (or its subsidiaries) and erected in accordance with Overhead Door Corporations Lnstructicns and standards by its authorized representatives. Operation shall be by chain hoist. Curtain shall consLsr of tlat face slat F-_65, galvanized steel, 20 ga. Enilocks shall be used c,i alternate slats kith .,indlccks as required to withstand an external wirdload of 20 psf. Provide reinforcing / bott:n bar. Br.zkets shall be of stael plate ax' support the barrel, hood and cou~I.arbalance on ball bearings. HaA and curtain shall be of the saIne type TaCerial . Guides shall be roll-for-cld steel shapes, and incluse windbars as required. Barrel shall be steel pipe housing the ccxnterbalance assembly, supporting the curtain asserr•bly With a mi-Lximum deflection of .03" per foot of width. All ferrous surfaces, except working machinery carts and galvanized surfaces, shall receive a factory coat of rust-inhibiting primer. All opening preparation, and field painting are specified under ether sections of specifications. B. ltiE�p{ rRC'TECIIC;+ Weatherstrip door en sides and bottcr, and provide hood baffle at tap. VI FW P.kN EL Provide one section of plexiglas tl-3/=+" x 2'-0") on the interior right side of der up 5 feet. D. CSR yIANLFA=ERS Equivalent doors by R & S Erection and Kinnear are approved. 4 Rnlling service door Section 0-.00 - Page 2 3.00 )r ZC7l i 1 O I 3.01 INSTAll1,TION A. Door shall be installed in strict accordance with the Door Manufacturer's Specifications and instructions. B. Installer: Door -nstaller shall be a recognized estabiished door contractor "Approved" by the door manufacturer. Docr and installation shall be guaranteed by the Door Manufacturer and his approved installer for a period of one ( l) year. C. Adtutnents: Upon completion, lubricate moving parts and adjust doors to operate smocthly, without binding. D. Cleating- Clean all -petal surfaces. �'� Gi SFnION Access doors Section 031-27 - Page 1 SECTION 03325 - ACCUSS LOOKS 1.00 Gr-NTRAL 1.01 WoiUl, -.N, 0?1M SWTIONS Installation in Section 06100. Roof Batch. All other doors. Painting of Doors in Section 099')0. 1 .02 RESPONSIBILITY Each trade installing concealed work, to v,hich access must be available and/or required, shall furnish access doors and frames as herein specified to the Contractor for installation under Section 07100. 2.00 PROi�.;rT'S 2.01 ACCLSS DORS (111=10R) A. Access Doors: Sitiall te '"•tilcor" tyre UW, AT, or ATR as manufactured by INRYCO. , INC. , or approved equal . Sizes shall be as shcKm on pians, in no case smaller �..- than ?'-0", where human passage is necessary. 2.02 ACCESS DOORS ( M"E'.I OR) A. Access Doors: Shall be "'Kilcor" Style M or DW as rnanufactured by PRO,-X)(--M CO. , or approved equal . Sizes shall be as shown on plans, in no case smaller than 2'-0", where harm passage is necessar✓. 2.03 LOCATION As called for in the specifications. Provide access thru-out building to all excicsed and inaccessible furred areas, such as enclosed areas under stairs, furred ceiling areas where height of furred area is 2'-0" or greater. etc. Location of access doors to be determined or lob site by Architect. Inaccessible furred areas include all exterior canopies and overhangs. 2.04 LOCKS Locks shall be flush, screwdriver operated, with mr:tal cam in all, interior areas; key operated with cylinder lock in all exterior areas or where shown on drawings requiring same. Access dcxirs Section 08325 - Page 2 2.05 FIf'E F-AT1 JG Access panels penetrating a one-hour fire wall shall bee one-hour rated :5pe access dcor with Fire Underwriter's lab A. 2.05 FINISH All access panels installed in walls and ceilings, called for on finish schedule to be painted, are to receive paint in Section 09900. 3.00 E}lECILT i ON 3.01 I NSTAUKI ION Installatiarn is specified at Section 06100 Carpentrv. C END OF SECTION !�vctiun 06350 - Page 1 SECTION 083')o - P1WAG An' DOORS " 1 .00 CLNER.a. 1 .01 wc)RK IN 0i1Tt SEC-I'IutiS Hollow ferrous mrtal dc rs arxJ frames. Altmim_rn entrances aril storefronts. P-_Lpdra:ion of openings. 1 .02 SHOP :)fi VWI NCS Indicate materials, profiles , thiclmesses, dimensions, fasteners, supports, anchors and oLher pertinent details. 2.00 PROIXiCTS 2.01 MATERIALS A. General : 11. )aurrdsh Series 240 cor��rcial accordian door by '„iaxlf,-)ld-,",arco Mfg. , Inc. , No SubsLiCuLe- C. Keylock, two aides (BEST #8578 construction core) . Placed 4" aLove hanLila . 1). Handles placed 12 ' from bottum of door . F. Sliding lamb opt .on to conceal door in pockit. See plate3 22 6 23 , F. INTERIKEDIATE ROL.L.ING POSTS/FOOTHOLTS . Intermediate rolling posts at 4' intervals (from pocket) with Woodfold's standard footbolt installed to provde 1�" minimum throw, with Ives dust proof strike #488 and cover plate #487 in dark bronze finish. O. Ball bearing rullers . H. Transparent bronze acrylic window inserts , 2-3/4" x 1511 , centurud botwuon rol.liny goats , located with cantor line 35" trom top of door opuniny . I. 3/ 4" flr.or clearance . J. Surfar;e mounted track. I K. Color Off-white k,i nyl-1 nm two-tone texture. Pharmacy doors Section 05350 - Page 2 - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 3.CO =- 1771 ON 3.01. INSTAUATION Install in accordance with nanufacturer's printed instructions and approved shop drawings. Clean all parts, adjust, and leave in gck)d operating conditicm. f i END Or SECTION 1 !4 o ckro om doors S13(TION 08375 - SWCK1t" IMICS 1.00 GI-MAAL 1.01. DI:SCII l 1 f' ON I-Ximlr.h stock rcxxn dcK)rs. 1 .02 RIAAIU) M)KK til'f:( 1I II'1) IN 01111-A `iWIA N .,; A. Instill Dat fun: Scat ion 00101 - (::irlx'ntry B. MOW] Trains: SCCtIUn 08100 - Metal I)<x)r:i alxl franc's 1.03 CODES, STANUVWS Do all work in conformity with ALL applicable local , state, and federal building safety codes, ordinances, tam.1 regulations. 1.04 SUBMITTALS Submit detailed shop drawings for approval by Architect. 2.00 PROlIXTS 2.01 S'1CX:K Room b00kti Mox1vl I.WI' I"Asy Swing double action c;ii-v "shorty" style d(x)rs, as in;nn►IdCturotil by 1•:1 i.is111 ion, K.11.11111/IK►, Mio.•hiti.u► 4'XX)'). I)tx►r Ixxly .003" f►06I-'f0, .ilunlnuu .11 14#y (s,,lin .nmxliZVd) I1111s11, vertical edge delta fonw-d, clear .acrylic safety window (3/16" x 9" x 14") set in black rublx-r m1di ng;. Ikx)r irsSembl y conIal ete with lkltented "no spring;" I isy Swing; hinges airJ fasteners for field Installation on flush .jimibs by Cenral Contractor.ractor. Chase Door Industries No. SD-2000 are also acceptable. 3.00 I-N.CIICI ON 3.01 I'ABRICAT ION fabricate all items in strict accorcklnce with the approved Shop Drawings. 3.02 INSTALLATION A. Preparation of opening;, installation of iietal frame wader Section 06100 - Gurperat ry. LNI) OF Sly 110N Storefront Section O8400 - page 1 SECTION 08400 •- STORE- RO;T 1.00 CF-NTkAL 1..01 WOW{ IN OMR SECTIONS Hollow ferrous metal doors and frivnes. Class, glazing and finish hardware not specified herein. Sliding entrances 1.02 SHOP DRAWINGS Indicate materials, profiles, thicknesses, dimensions, fasteners, supports, anchors, and other pertinent details. 1.03 SA.%T= Submit sa,-�-)les of specified materials and required finishes. Obtain Architect's approval before proceeding. 1.04 ELE,-71�ROL'.T1C FR91 i1 I ON Where aluminum is in contact with dissirrLlar materials, treat contact surfaces to prevent electrolysis, as approved. 2.a) PROIX!CTS 2.01 MATER I ALS & WOR�vNSH I P A. Al um i nur,: I Extruded from 6063-T5 alloy. Exposed surfaces anc\lized dark bronze. B. Workmanship: Joints accurately formed and fitted, secured with mec!�nical fasteners wherever possible; weld only on concealed surfaces. No discoloration or other visible evidence of welding on exposed surfaces. Make cutouts accurately and reinforce to insure adequate strength. Finished work strong, rigid, neat in appearance and free from defects. C. Protective coating: Strippable plastic, Acker & Acker "Spray Mask", Pittsburgh "S;raycoaC' or approved. Apply one heavy coat to all surfaces imn-,diately after finishing. Leave in plice until just prior to final acceptance. I a � I I Storefront suc t i on 08400 - Pagc 2.02 F:";j. SASH A. Frams: Headers, i. nbs and 7-tl lions extruded cj]umin m not less than . 125 inch thick, with welded corners. Provide stiffeners of structurd! steel i shares where shown cn dra;;infs and as required. B. Glazilig t•_ads: Material and `:Wish to mtch frames, extruded srap-on tyle with neoprene, butyl ru'obcr or vinyl gaskets. C. Store Window Sash: Manufactured by ha,--neer. Arcadia, j-.1LsrJinLcn. or approved, catalog rn.a hers noted oil drawings. Katerial and finish to nviLch (.!mars atxl frames. �... 3.00 EXECUMON 3.01 I NSTAUATIM A. General : Install by skilled Wchanics in accordance with marn"facturer's directions and approveu shop drawings. Finish work rigid, neat in appearance and free from. defects. B. protec`ion and cleaning: After installation, meta: surfaces sf.all he cleaned on both interior and exterior of all mortar, paint ant other contaminants. After being cleaned, all work shall be protected against damage until it is accepted by the General Contractor. nnsibility of the General Contractor to Thereafter, it 51-011 be the resp maintain protection and provide final (.]caning. END OF SECTION S! ldl�ih entrun.;es Section 08450 - Page 1 SECTION 08450 - SLIDI?K; E 7kkNCES 1.00 GENETI.A.L 1.01 DESCRIr"11ON Furnish and install all materials necessary for complete installation of the entry doors. This shall include automatic doors, side liter, framing, autc.matic operators, actuating system, safety teams and all required relat.-d accessories. 1 .02 WOR: IN MM SECTIONS A. The followin4 are covered in the indicated sections. Cooperate as necessary with all other trades to ensure proper and adequate installation of the automatic door operators. 1 . L ectrical service to the auLLrmtic door headers: Section 164010 1. Storcfront Svsten: Section 08400 2. Glass arri Glazing: Section 08800 1.03 J�,��iIT1YL� A. Within 15 days after award of Contract, and before any d x)r operator materials are delivered to the job site, submit the following to the Architect for approval : 1 . GocTlete Shop Drawings and catalog cuts, including all necessary wiring ,-, d diagrams and all data necessary for t,'-h-- proper preparation of interface connections by other trades. 2. Dr-kirs and operators to be guaranteed aux+ rkaintained two years against defects in material or workmanship. 1 .04 MODUCT 1-WM)LINC Use all means necessary to protect sliding doors and operators before, during, and after installation end to protect the installed work of other trades. In the event of damage, imr2cliately make all repairs and replacements necessary to the approval of and at no additional cost to the CXTwr. { i I Sliding CMI, ices Section 0645u - Pa?-e 2 2.00 PRODUCT'S 2.01 DOOR OPERATORS A. Approved Marrsfacturer: 1. Sr.anley; Dura-Glide 3372; 0-SX-SX-0. 2. Horton; Model n+nnber 2110 (Bi-Pariing) , C-SX-SX-0. 3. Besam: Model nunbet Power-Glide 4000, 0-SX-SX-0. 4. No other svctemg allowed. B. 0*2neral : 1. F.ntry door(s) to be aluminum, anodized bronze (matching alursnum storefront system) with corners accurately and mechanically joined and welded. 2. 10" bottom rails. 3. Stainless steel bumper guards on each side of der ;1 per side/2 per dccri . 4. Entrance package shall provide a net opening of 72" mi,umum clear. 5. The doors shall be equipped with emergency breakaway hardware enabling the doors to swing open to a full 90 degrees by a push in the out direction. Top and bottom pivots are required to meet this requirement. Side par,05 at door 1 swing out in an emerggency. 6. All d�or exits to conform with local codes and/or tenant's reglirements whichever is greater. 7. Locks - Doors shall be equipped with Best Lock hardware. 8. Lhit shall be fabricated so that sliding panels will slide over the finished floor mat without the need of a threshold at the door opening. 9. Doors shall be powered open by an electric motor and rvchanical drive assembly. Hydraulic or air powered units are not allowed under any circumstances. 10. Weather stripping shall be provided in doors and side panels. 11. Actuation shall consist of detector mounted on or above the header. 2.02 01*-Ik MATUdALS Furnish and install the sliding entrances complete with all electrical work from power unit to operator and control box including all lot,, voltage circuits required and all other items needed for the installatio, not specifically described in other sections. '11l such items shall be in strict accordance with the recomnendations of the manufacturer of the equipment used. Sl )ding entrances Section OF5450 - Page 3 { 3.00 DMITION 3.01 SUT.FACC COZIT10N Prior to all work of this section, carefully inspect the installed work of other trades and verify that all such work is complete to the point where this installation may comrience and that final installation will be in cr;rplete accordance with the approved shop drawings. In the event of .iiscrepancy, immediately notify the Architect. 3.02 1NSTAIIATI ON Install the sliding entrances in strict accorda— with the manufacturer's recommendations and the approved shop drawings. 3.03 ADJUST%CE NTS Upon completion of the installation, the manufacturer's representative shall make a tune-in and final adjustment of the operator to secure optimum smoothness of operation. 3.0,: INS T RUCTION Following th= final adjustrrx"nt, and prior to store opening, the manu- facturer's representative shall fully instruct the store manager as to i correct operating procedure of the automatic door operators and shall furnish to the store manager complete written instructions on operation, maintenance, and care of the outormtic door operators which can be performed by store personnel , plus mune arxi address of service company. 3.05 CUARA?N'TFL The autoratic door operator, door frames and actuation equipment shall be fully guaranteed for a period of two l2) years from the date of installation against all defects in manufacture and material. 3.06 FIRST MkR MAI hTE'NANCE: At the time of each servicing (once each 90 days) , the Door Contractor shall provide, on a form prepared by the Contractor and approved by the Architect, a description of the work performed; this form shall he signL-1 jointly by the serviceman doing the work and the srore manager; one copy shall be retained by the tore manager and one copy shall be submitted to: Pay Less Drug Stores Northwest, Inc. Construction D_partment Attn: Maintenance 9275 S.W. Peyton lane W11scoville, Ok 97070 1% !,un of a.300.!ul will he held out of tho final a\-7unt to the Door Con.ractor. -. portion ( . rD) wi relea5eiu to the Door ,c tractor aFLe—r eat report is received. ZIND OF SEMON Hardware Section 08700 - Page 1 SFCT:ON Oh700 - F kRDWARE 1 .00 GG'1T'MAL 1.01 W-1kK I O;VEJi SLc"' 1 ONS A. Access daars, roof hatches. toilet and bathroom accessories, door thresholds not specified herein. 1 .02 WORK I!Cj. DED IN 'MIF SECTION All other hardware required for proper operation, fastening and locking of movable parts shown on drawings, whether or not listed in hardware schedule. 1.03 WDWARE APPLICATION & FIT Cc,,lLractor responsible for proper application and fit in locations incii sated. 1.04 PACK1 ti, & "t WI NC Package each item of hardware separately. Include necessary screws, keys, instructions and installation templates. 'A5rk each package with item number shown on Contractor's hardware schedule. 1.05 CA,KF ACiUR'S HARDWARL SL`3{f'DUV1 Submit three copies, listing num!xers specified or equivalent numbers for all items. Obtain Architect's approval before proceeding. If accepted, one approved copy will be returned to Contractor. Approval of schedule does not relie,.e contractor of responsibility for furnishing all necessary hardware. 1.06 LOCKS AND FTYS All material &st Universal Lock CorrW)any, Inc. Building contract includes all cylinders and locksets with construction cores for each except for emergency alarm system, Pay Less secures finish cores and keys for building contract items and orders cores for exit alarms and all padlocks with cores. Construction cores are property of Pay Less. Key construction cores alike. TUrnish one key for each lock and three master keys. 4 f I I,i rc Iwa re `WCL i(m 08700 - Page 2 ' 1.0 7 11•Ml'LATI•: I WWWAI(1 I.Mr., tW(I)WARL: DY)R MI TAI. Ixvw; TO 'IIMI'lA'I'1:. Send prints or physical t(,mplates, toget-her with hardware schedule, to door aril frau( manufacturer not later than 2 weeks after approval of ILirdwarc schodulu. Ship Hardware for metal doors di (ect to mmufacLurer for installation. 1.08 CAUINI7 RANJUAKI. :.hip direct to millwork mmufacLurer for installation. 1.09 MNDICAP REWlFJM'3 I'S Comply with applicable Handicapped Access Regulations as they relate to hardware and door operation. 2.00 PRODIIC'I'S 2.01 FINISH HAKLAAM '. GROUP 1 Doors #1 2 ea. Cylinder 11'64 x AR Cam 626 Balance by lour Supplier GROUP 2 D(Y-)rs H2 1 ea. Cylinder 1L:64 x AR Cam ( inside) 626 1 ea. Cylinder, Dcrmty IL04 (exterior) 626 Balance by Door Supplier GROUP 3 Pharmacy Cates H6 Verify hinges with Pay less 1 ea Mortise Cyl 67T6MDB6TSI'K GROUP 4 Door H2O 1' pr. butts Ilii4101 4' x 4� 652 1 ea. lack 53K6D 4C 630 1 ea. Stop 407�S 630 3 e:, Silencers 20121 GROUP 5 Doors H24 & 029 1 earl Padlock 0672 606 balance by Door Suppl icr 1 I 4 i rdwa re Section 08100 - Page 3 CROUP 6 Door ##l1 11 pr. Butts BI4101 41 x 02 Mu' 600 1 ea. Exit Alarm 70-R 628 1 ea. Cylinder 1E62 x 1ES2 626 1 ea. Closer 4040 689 1 ea. Stop 4075 630 1 ea. Threshold 180AV 1 set Weatherstrip S88D CROP' 7 Door ##26 1' pr. Butts BIV4101 4� x 41 NRP 600, 1 ea. Exit Device 70R 628 1 ea. Cylinder 1E62 x 1E,2 626 1 ea. Closer 4040-PA 689 1 ea. Stop 4448 626 1 �_a. Threshold 200-5AV 1 set Wearherstrip S88D CROM" 8 Door #30 & #31. 1} pr. Butts BB4101 0 x 41 626 1 ea. Lock 52K7D4C 626 1 ea. Stop 407JS CROUP 9 Door ##25 & #iU 1 pr. Butts BB4101 4' x 4� 652 1 ea. latch 83KOY4A 626 1 ea. Stop 407�2S 63l 1 set Weatherstrip S88D Unit at #iU GROUP 10 Door #23 Dock to F.?xt. 1� pr. Butts BB4101 41 x 4� NRP 600 1 ea. Lack 8.3KOY4A 626 1 ea. Lock Astragal BBW9625 (Outswing only) 626 1 ea. Viewer 6988 626 up 5'-0" 1 ea. Closer 4(Y40 689 1 ea. Stop 40A.,S 630 1 ea. 'Threshold 171A x 315AN 1 set Wear.herstrip S88S 1. ea. Exit Alarm 70-R 628 CROUP 11 Door #12 & #13 All I'Lirdware by Door Supplies CROUP 12 Doors #115, 016, 1#18) & 1#28 11 pr. Butts BR4101 41 x 4� 652 (NRP @ 28) 1 ea. U)ck 53K6A4C 626 1 ea. Stop 40715 630 3 ea. Silencers 20/21 R-I rdwa re - - - - - ._ - - - - - - - - - - - - - - - - - Section 08700 `- - 4- - - - - - - CROUP 13 Doors #21 & #19 1� pr. Butts BB4101 42 x 41 652 1 ea. Push Plate 752Q 1 ea. Pull Plate 57 401 1 ea. Closer 4041 630 1 ea. Kick Plate 5024 10 x 2" LDW 689 1 ea. St 401 Stop 4368 3 ea. Silencers 20/21 626 CROUP 14 Doors #17 1 pr. Butts BB4101 4� x 4� 652 1 ea. Lock 53K6A4C 1 ea. Closer 4041 626 1 Stop p 40741S 89 3 ea. Silencers 20/21 630 CROUP 15 Door #22 112 pr. Butts BB4101 4, x 4 1 ea. Lock 652 I ea. Closer 53K6[XrC 626 1 ea. Stn 4040 689 P 4368 6�6 3 ea. Silencers 20/21 GROUP 16 Door #9 1 ea. Cy l i ncle r 1064 Balance by Door "'upplier 626 CRUUP 17 Door #1 7 1� pr. Butts BI>.4101 4� x 441 652 1 ea. Lock, Privacy 53KOIAC c 3 ea. Silencers 20/21 676 2.02 LIST OF MANUFACIU U kS USIM IN TM? S PEC I F.I CAT I ONS Butts . . Locks •• . . . . . . . . . . . • . • . I-,iwrence, Stanley, McKinney Cylinders . . . . . . . . . . . . . • . Best Exit Device . . . . . . . . . . . . . Best Flush Bolts . . . . . . . . . . . . . . . . Ai artn Lock Dust: Proof Strikes . • . . . . . . . . . . Ivest (�ality Push Plates . . . . • • • • • • • Ives,Quality Pull Plates . . . • . . . . . . . . . . . Cipco, Tice, Qual i ty Closers Cipco, Tice, Quality Kick Plates . . . . . . . . . . . . .. . • LCN Holders . Cipco, Tice, Quality '1lhresholds . . . Silencers . . . . • • • . . • . Pe'�, Ultra WeIt herstrippimg . . . . . . . . . . Ives, Quality Lock Astragai • . . . . . . . Peinko, Ultra Sliding [Xx)r 1'x,11 . . . . • . . . . . Ives, Quality * The I.CN clost-rs . . . . ()14ility Hardware _tL�ll ltiwc a 5 year rninintpn gwrantee• A local service representai shall perform a check on the closers fo! lowini; Installation, a►x1 before store opening. Sulxnit ,1 written report to the Architect of inspection stating that necessary ad justmmrs made. f la rdwa re Section O8100 - Page 5 3.00 E(ECilIION 3.01 I NSTAI.,\T ION Install all finish hardware in accordance with the 'llardware Schedule", Code requirements, these Specificati(ms and in strict accordance with manufacturer's recrmTendations. Screws may be started by driving but sha11 be screwed hone. Unless otherwise indicated on the Drrwings, set all finish hardware at the following heights: Cvlinder dead locks . . . . . . . . . . center 52 inches abr_-e finish floor Door knobs . . . . . . . . . . . . . . center 36 inches above finish floor Ikx)r pulls . . . . . . . . . . . . . . center 40 inches above finish floor Push plates . . . . . . . . . . . . . cc. 1,5 inches above finish floor Top hinge . . . . . . . . . . . . . . t�)n 7 inches below head of frame Bottom hinkc. . . . . . . . . . . . . . bottom 11 inches above finished floor Center hinge . . . . . . . . . . . . . equal distance between top and bottom hinges Ad j�-=t -Y)%zrig parts to operate freely, without binding, at time of final acceptance. :•lake further adjusGnents, wfien requested, during 1 year guaranree period. i S 1--ND OF SECTION Glazing Section 08800 - Page 1 SEMON' 08800 - GLAZING 1 .00 CENIJRAL 1.01 W)RK IN 011UR SEC 10NS Final cleaning of glasE. 1.02 LABELS Original labels, naming manufacturer, quality and thickness, required on each piece of glass, except where cutting makes this impossible. Deliver other glazing materials in original. containers, manufacturer's lapels thereon. Do not open containers or remove labels until. Architect inspects and approves. 1.03 WEATHER CONDITIONS Do no glazing when temperature is lower than 400 F, or wen dust or inseCLs are present. No glazing in wet weather except under cover. ( � 1.04 SIZES Sizes of glass shown on drawings a. e nominal only. Obtain exact sizes at project or from manufacturers of the items to be glazed. Specified thicknesses are subject to normal commercial tolerances. 1 .05 APP80VU) CLASS MANIiFAC;URERS N"4- ABBRJX1AT10N American Saint Gobain Class ASC Libby-Owens-fiord Class Company LOF MisFissippi Glass CcrT-,any �ticl Pittsburgh Plate Class Carq)any PK; 2.00 PRODUCTS 2.01 SHEET GLASS Heavy sheet glass, "B" quality, thickness as noted. 2.02 PLATE GLASS A. Clear Plate Class: ASG, LOF, PPC, cr .approved, clear float glass, glaz.-i,g quality, Z" thick. (:lazing; Section 08800 - Page 2 2.03 'I'avLWi) P1ATL CIASS A. Clear Tempered Plate Class: IAF, PPC or approved, regular plate, glazing; quality, 'Z" thick. B. Use tempered glazing in locations required by code. 2.04 PATTCRN & W I RL C LA.s S A. Wired Class: Mississippi Polished Baroque Georgian White, or approved, square mesh, clear polished plate glass, inch thick. 2.05 CLAZ I NC MUTER LA Li: A. Glazing Tape: Polyisobutylene, butyl type, 'T-eiwo 440". B. Glazing; Caskets: As supplied by manufacturer of sash, storefront members. C. Glazing; Compound: "Tremco Trem Claze". D. Caulking;: Synthetic resin type, "Trernco Synthetic Resin Sealant". Sealant, Bulkhead Panels: 'Tremco Mono Lasto Meric", 1007. liquid polyTer, acryll.c base sealant; color to trutch panei . 2.06 M I lUwRS A. Wall Mirrors: No. 1 plate glass mirror, narrow pattern stainless steel frame, sizes indicated. B. Mirror & Shelf Combination: No. 1 plate glass micro.- narrow pattern stainless steel frame, sizes indicated, 5 inch wide stainless steel shelf permanently attaclied to rtu rror back. 2.07 AUJM1NUM WINDOWS Viking MWel 60 horizontal rolling window with standard bronze color. 2.0.9 IUM ILAD i'ANI;L`� A• At bulkhead panels at lease area storefront: Weyerhaeuser "Special" grade "Panel 15" panels cut to size, stock colors as selected. ' B. Accessories, nails, caulking, touch-up enamel , aluminum accessories, divider tars to m-ttch, etc. , as deti.i led and required for the work. Caulking compound as required for installation of panels and vinyl enaml for --ouch-up of damn,ge shall match panel cnl ,r. Ckl/i n} ties t 1 ur r 08800 - Page 3 ✓ 3.00 I XECUt I ON 3.01 I NSTAI,Li1Tl ON A. Standard Specification!,: Conform to "Clazing hlrnual", istiuud by Flat Class Rirketing Assoc. , 6210 W. 10th Street , Top)ep(,r, Kans. 60015, as Architect judges it ap1p)l icahle and mcxli lied herein. Reccxnnerxled materials and methods arc mnrxlatory. Where the words "work by other:;" are used, they shall mean "work in other Sections of these SpeciLications". B. Additional Requirerr>Lnts: Grind and lx)l i sh edges of gd a!,-; to be cxpx,r.cd upon cumhl et ion. C. Cleaning: Upon compI of ion, clean excess putty aril corp ound from glass and surrounding work. Final. cleaning of plass is specified in 5uprplementary Corxlitions. D. Clazing Schedule: Gla«. openings a:; noted. E. Mi rrors: Install mirrors in accord.rnce with rwinufacturer's directions, where irxlicated. F. Aluminum Windows: Install plumb and square. Adjust to operate freely. I.t;I) lll' 5ECCIl)N Gypst.cn wax► I Ilxrd Section 69250 - P.:ge S1:CTION 09250, - GYI".;UM WAI. Ji0ARD 1 .00 GENIYAL 1 .01 WORK IN 011u-it SECTIONS Temporary enclosures; temporary hear . Wcxxl fr.Lning and furring to receive gypstan drywall . Access doors i.n walls am.i ceilings. Painting of gypsum drywrrl l surfaces. Exterior finish system. 1.02 STANDAYD SPEC:IF1t'.A'I'IONS Conform to American SLand:rrd Specifications for Gypsum Wallboard Finishes, A961 . 1 as SUI)JAenICnted arxl modifted herein. Ruc(nrtenled materials and muLli(xis are rrtutxlatory. Standard specifications may Lie obtained from Gypsum Assoc. , 201 N. Well.s St Chicago, 111 . 60606. 1.03 BUILDING CODE Requirements of the UnifOrm Building Code, if more rigid than those herein govern. 1.04 I IS1PI?E�A'1tIR1. & VITIf I LATI ON Control tcngkraLure and ventilation for Ix'st results. 2.00 Pk0IX1C'1'S 2.01 hVajl ACItIRUCS Centex American Gypstcm Co. , Domtar Gypsum Co. , Georgia-Pacific Corp. , Gold Bond Building Products Div. of National. Gypsum Co. , Gypsum Corp. and U.S. 2.02 WATER-REIS'l%'ujI Asphalted gypsum core, '1" thick n-n fire-rated board. Creen color. 2.03 MCkU Bot%IW Sgx1re or T & G edges, 'd' Lhick nun fire-rated board; 5/V for fire- rated. Use above adhesive applied acoustic ur wall finishes. 2.04 FINISH 1i0A1LD `;tanl.!rd tapered cdt;es, 'V" snick nun fitc-rated board; 5/8" Chick for fire-r:tLed. Use for Pini-,lied Burt-aces n()1, otherwisesspecifIL or I t(. on drawings. M-��AM-JLNIKKWIN (;Y1`!`-u11 w,:al llx)arl Suc t i un 09250 _ !'age 2 2.05 IjX:E BEAD U' C No. 20013 or approve'ci. 2.06 COIM,: B[.iAD USG Nc-). 101 Dur-A_Bead or approved. 2.07 DRYWALL SCRFIC Power driven drywall screws shall all T11ey sha be of the tYlscrews all be used at facturer and Shall be s " and ccxmrerYled by interior locations, 2.0$ paCe"l to CLVIPIY with all the walllx�ar,d mernu_ IOR CYl'.SUM SIIFAT!ZINC °Cul codes. Fire-resistant asphalted 9YPSum core, black, w sides arxl long°nb edges. water-repel lent paper both 3 0— E(UTI— 3.01 CENIj�,j1, Install wallboard ir, accordance with standard tures dir Have a Currentspecifications and Mnuinston tilejo�l, Y of'. _ WInufacturer's installation 3.02 To I,gOU UR h�-1AL CONS7"�UC-1:ON Si n�;le layer: Secure wa]]txrar�., to Sup head sere wPor-is usin s, 1; appropriate bugle 3.03 TT'XIi!ltLh FINISH Apply thin coat ifo� Where 's �boarzl is texLure fi"ish on all walls Su for on the LIr and ceilings ample before doing v,)rk. awir s. ngs 3 0�+ JOIMr, C'0IW 17 & 1. XT TRF11WjNr Reinforce inside Neat field corners in accordance with manufacturer'; ifications. Joints and screw heads in !'►'otect accord, di rections, with external. corner, aryl c� �Carxlanl Spec_ 3.05 F�"rl?IOR FINI>II SYS "posed edges with metal trim. TFNi RAC :INC Ir>`;tali gyp!L" shcaathi Provided i.n Section �' in all areas to receive ani coordir"te 091 0. Followin exterior finish system with finish sytem applicator.acturers application insLrtrctio►i Gypslin wallboard 5ecrion 09250 - Page 3 - -- - - - - - - -- - - - - - - - - - - - - - - - - -- - - - - - - - - -- - - - - 3.06 C12ANING AND REPAIRING After trine has been applied and prior to painting, correct surface damage and defects. Leave work clean (dusted; and smooth and without defects which will be apparent after painting. ( l M OF 5EMON Acoustical t reatmelit Section 09500 - Page 1 i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SLG,ION 09500 - ACCUSTICAL. TREA1MF:NT 1 .00 GOTJ�A' 1.01 WORK IN CTTM-R S ECT 10t E Thermal insulation. Batt sound insu_l.ation. 1.02 ACOUSTIC SUBCONTRAC'mR Approved by manufacturer of acoustical materials and Archtiect. 1.03 LAYOUT PLANS After award o. contract, furnish layout plans of acoustic work to Architect, showing all supporting details, lighting fixture attachment, lateral force bracirug, etc. to comply with UBC Standard 47-18. 1 .04 SIZE, -MICOESS, NRC Sizes of panels are manidar-turer's standard, unless otherwise noted. A specified thickness and noise reduction coefficient are mini-ram. .00 PRODl1CTS 2.01 AMUST I CAL C E:I L I NG MATER 1 Ai. Armstrong M1nEixt)rd Designer Texture, 24" x 48" x 5/8" thick. Conform to F.S.-SS-1188 and be rated 25/10 according to ASTM E-84. Light reflectance of LR-1 (over .75). NRC range of .55 - .65. 2.02 SUSPFMM CEILING SYo,IL%j "Prelude" exposrc; grid system as manufactured by Armstrong World Industries, heavy-intermediate weight. Components formed from commercial qual.ity cold-steel , electro-zinc coated and pre-painted low sheen satin white. Support ceiling assembly with a maximum deflection of 1_/360 of the span. Pattern as shown on drawings with the following components: 1. Main Tee: Rollet; cap; cross tee holes at 6" o.c. ; hanger wire holes at 2" o.c. ; integral revertible sp' '.ce. 2. Cross Tee: Double web &Sign and rectangular bulb; web extended forming; positive intcrlock 'etween cross tee t.0 through intersecting tee web holes; lo,,er flange extended and offs_ , to provide a flush level intersection; provide for expansion. 3. Wall Molding: of a channe. or angle shape u.ith a 1" exposed face. Also use at columns. Acoustical treatment Section 09500 - Page 2 ' 2.02 SUSPENIDFD CEILING SYSMI (cont 'd) 4. Hold Dcwl Clips: Install throughout to resist draft or pressure conditions. 5. Suspension Devices: #13 gauge galvanized steel wire 4'-O" o.c. maxinxnn along main runners, and at the corners of all. lay-in light fixtures. Secure to the structure above in a manner approved by the Architect. Provide #12 gauge steel safety wire to each incoming main or cross runner tee 8" from the perimeter member. See Detail on Sheet AS. 2.03 TILE ON HACKING U.S. Gypsum Acoustone "F"' Fissured pattern. Use in Pharmacy area adhesively applied to gypsum backer board. 2.04 OlHaa MATERIALS Equivalent nmerials by othe-. mi.s. may be used subject to approval of samples by Architect. 3.00 IyyE:C1,710N 3.01 PREPARATION' OF WORK Area broc+m cleaned arxf uninterrupted for free movement of rol: ng scaffold. �-' Do not proceed until unsatisfactory condiricns have been corrected. 3.02. INSTALLATION OF SUSPC��ION SYSTEM Furnish and install e\Tjosed grid system as sp 2ci f ied, in the pattei-ns as sho,oi on drawings in strict accord with manufacturer's recommendation. Install to permit border units of the greatest possible size. Align all members for true, level surface and straight lineL. Each corner and intersection joint shall be capable of meeting all lateral forces as required by U.B.C. Location of hanger wires is the responsibility of this section. 3.03 I NSTALLAT I ON 01, ACOI:ST I CAL MATERIAL Furnish and install acoustical material in the types, sizes and surface design specified in strict accord with rrnufacturer's recormerxiation. 3.04 REPLACDC4T At final inspection, or prior thereto if so directed by the Architect, all discolored, loose, buckled, warped, cracked, seLtling., chipped, peeling, shrinking or otherwise unsatisfactory acoustical materials shall be replaced. I Acoustical treatr .nt Section 04500 - P-ge 3 ( 3.05 COORUINATION Oversee, coordinate and sunervist: all acoustical work and use proper trades to avoid jurisdiction-11 disputes. Coordinate installation to avoil sound arx] air leaks. 3.06 PaINANI'S Neatly package all usable surplus material and at least one sealed box of each type of acoustic material after all work is completed and approved, label type and pattern and leave at site. 3.07 SEISMIC RFgJIRlj1um5 When local code requi-res SPECIAL. SEISMIC R) ST RUNT, this Contractor shall provide all calculations, drawings, and such additional suspension aryl/or bracing members as may he required Zv v`ut-aiji "�e approval of the authorities havir; jurisdiction. See Detail on Sheet A5. 3.08 GL'AF,-%N . A. The ceiling system material provided under this specification and installed within the manufacturer's standards shall be guaranteed r for a period of one ( l ) year from Lite of acceptance of building against defects to material or specified performance with an exception for the acoustical material which shall be guaranteed dimensionally stable for a period of 2 years against buckling, sagging or warping by the manufacturer. B. Any n-iterials or equipment showing defects within this period shall be replaced at no cost to Pay Less. i `:.',� SECTION 7 Hesi1ient flooring Section 09650 - Page 1 j SECTION 09650 - RLSILIENr FLnORIN(; 1 -00 CLMr RAI. 1.01 WORK IN OWER SECTIONS U-derlavment over rough or uneven concrete floor slabs; where required. Divider strips or thresholds where indicated. Plywood or chipboard Lnderlayment over w.)od construction. 1.02 AREAS TO BE COVERED 61here spaces are scheduled to have floor covering, cover floors of closets and alcoves opening off- of these spaces with same material. Where base is scheduled, provide aron.Td entire perimeter of space including casework, free-standing col Lams, pilasters arr1 "L:Iwer projections. Covering not re(T-dred under nerman.!ntly built-in casewor;(. and equipment. 1.03 DELIM' Y OF MATERIAL Deliver materials in unbroken packageF, rrainfacturer's original labels ( thereon. `�•► i)i not open packages or rerrx)\,e 1 al; i s unt i 1 Architect inspects and approves. 1.04 TI-21PLRATURES OF STOiAU & 4M SI'ACL'S Not lower than 70° F for 72 hours ' -fore installation, during installation and for 48 hours after instalaltion. Not lot,�-_r than 500 F at any time thereafter . 1.95 COLORS & r,ATrLRNS See Section 09999 -- Color Schedule. 1.06 E,\iti-A TILS: Provide 10 extra bcxes Of Sales Area vinyl :omposition tile to Pay Less for their use. Resilient flooring Section 09650 - Page 2 1.07 Ql"ALM' ASSURANCE A. &end and Moisture Test It is the responsibility of the floortile contractor to conduct 'gond and moisture test prior to installing resilient flooring. Use the floo-;ng specified in Section 2 following. Install 3' x 3' panels aporoxi-mately 50 ft apart throughout the floor area. If panels are bonded after 72 ),ours, it can be concluded that the floor surface is dry. It is the ,-esponsibility of this subcontractor to corrfi,lete this test and to send cr ies of the test to Pay Less, and the architect. Pay Less not be rc -PIMsible for tile problems re-;ulting from premature and irr�)roper installation of the tile. B. It is the responsibility of the General Contractor to have the storefront glass and doors, peri-Meter doors and heating, installed arY,i op»-able for a 2-week period prior to floor tile installation. C. There wi' 1 be a floor the conference with t'-? General Contractor, Floor Tile Contractor, G-ncrete Contractor, and project manager. 1-�t purpose OL ttas cor, erenc� is for the Floor Tile Contractor to: 1 . Accept or reject the floor. Review results of the bond and moisture tests conducted by the Floor / Tile Contractor elf floor is sufficiently dry and level , the floor tile contractor shall accept the con3ition of the floor. ) 3. Review prnHiicts used for joint fillers, adhesives, reducers, etc. No de%,:ation ello%,vd ,mless approved by the mar.ufactur,?r and Pay Less in writing: , 4. The General Contractor is reminded that slab areas that do not meet the specifications for flatness shall be ground down or replaced without cost to oiner. NO fillers/underlayment are allowed to level floor unless ,acceptable to Pay Less project manager. 1). Ern i rorzro--n t a l Conditions 1 . Spaces in ti,hich flooring work is to be perfurmed, shall be maintained between 70 degrees F and 90 degrees F at the floor level for at least 2 weeks prior to starting the work, during thy. work, arrj for a minimum of 48 hours after the work is completed unless OL"--,n,.;e recorrx-ndEd by the manufacturer. A minimum temperature of 55 degrees shall tr maintairr.a thereafter. All surfaces to receive resilient flooring finish shall be drv, clean and smooth. 2. The Ceneral Contractor .NJll either provide teat via the }{l-AC units, or at his cost, ;,'I]] r>rovide a generator and necessary heating units to maintain temperatures i;-xlic-..ted. r� Rasillent flooring Se-tion 091550 - Pd'e 3 ( 1.08 4!.ARP LwNlnl A. The General Contractor shall furrish to the architect a warranty issued by the floor the contractor. Any replacement under this warranty shall include labor, materials, and free deriver} of the product to the project location. The warranty shall contain the following terms and conditions: 1. Up to one (1) year r,-om date of acceptance or use, whichever is earlier: The Floor Tile Contractor shall repair defective areas or shall apply, without cost or shipping expenses, new mateti.ai of the same color, design, and grade for the defective areas and shall pay the labor cost of the flooring material replacement. 2. Inspection by an authorized representative of the flooring material will be permitted to verif-, a manufacturing defect in the material exists. 2.00 PRODLI-7, 2.01 CMM OSIT'ON TILE Armstrong Imperi al and Suprerw 12 x 12 inch size, 1/8 inch thick using S700 or 5750 tile adhesive. 2.02 VINYL BASE i Armstrong or approved, color selected, top-set cove type. 6" or 4 inch at rooms with resilient floor in as long a length as practical . 2.03 EDGE STRIPS By the manufacturer, 1" wide, tapered, brown color. 2.04 SHEET VINYL FLOORING Congolernn "Mor-Ever" in 12 foot width and full. length of room. Provide integral coved base up 6" at walls. 2.05 VINYL TILE Natural vinyl by Robbins Interior Surfaces, in color selected, 12" x 12" x 1/8" thick. 2.06 OTHER MATERIALS Adhesives and other- rpplication material shall be those as rec mrvnded specifically by the manufacturer of the material specified and sub - strata to which it is applied. Materials specified here-in are approved by the manufacturer and alternate products shall not be used unless prior written approval is obtained from Pay Less. 3.00 =71 ON 3.01 IN;STALLAiION A. Vinyl C T osi`icm Tile: Install in accordance with standard specificat+.cros of manufacturer of materiels used. Lay in one direction (front to back of store) . Resilient flooring Section 09650 - Page 4 3.01 INST,,r TION (cont'd) B. Other materials: Install in accordance with MnLifacturer's directions. C. Methods ef. Installation: 1. Over concrete: Install. by cementing directly to slab. 2. Over wood: Instal by cementing directly to urnderlayment. 3. Base: Cement directly to backing. P. Initial Maintenance after :nstallati.on The floor may be cleaned initially by dust mopping for tFe first 5 days. 'Me General Contractor shall strip the floor using a ccm vrci.al stripping detergent an the fifth day. e General Contractor will rinse and dry floor and apply two (2) coats of floor wax. Final clearing and waxi shall occur no sooner thin fire days after tTieii s�a7latiun on�e floor tile.. END OF SEl7TIOi' Painting Section 09900 - Page 1 SECTION 09900 - PATN7T','r, 1.00 GENERAL 1.01 WORK IN OT17ER SECTIONS Shop coats on ferrous metal . Painting, of mechanical and electrical work. 1.02 NO FINISH REQUIRED Items having complete factory finish. Non-ferrous metal , unless specifically noted to finish schedule. 1.03 PACKAGES & LABELS Deliver material in original containers. manufacturer' s labels thereon. Do not open containers or remove labels until Architect inspects and approves. 1.04 CONDITIONS OF WORK Do no outside work during damp weather, when temperature is below 500 F, or until surfaces have thoroughly dried from effects of such weather. 1 .05 FIRE PREVONTiON Take extraordinary care to prevent fire. Keep rubbing cloths and oily rags it) Lightly closed metal containers. 1.06 PROTtC 1ON & CLFANItiG Protect adjacent work with drop cloths.. Clean paint splatters and stains frau completed surfaces. 2.00 PROU)7M 2.01 MANUFACIVRIIZ & GRADE Highest quality, manufactured by Sarniel Cabot, Devoe & Reynolds, DuPont, Dutch Boy, Fuller-O'Brien. Pittsburgh Paint Co. , Pratt & Lambert, Sherwin-Williams, Senjaru n Moore, or approved. 2.02 MATERIAL, LIST Submit complete and detailed list of materials proposed for use on the work. Include letter from manufacturer, stating that materials are the best of their respective kinds arri suitable .)r the intended 1 :;pose. Obtain Architect 's .approval before proceeding, Painting Section. OOMO - Page 2 2.03 COLORS See RPA drawings and interior elevations. Exterior colors are to match Phase 7 buildings. 2.04 MIXING & 13iIN'NING A. Proprietary Products: Mix and e„'_n in strict accordance with manufacturer's printed directions. 3.00 E\TCLTION 3.01 PREPARATION OF SUTACES A. General : Put surfaces into proper condition to receive paint and other finish. Contractor is responsible for defective work from any cause, including unsuitable and i.mproperiy prepared surfaces. B. i'rotection: Before applying paint or other finish, remove or provide amF)le protection for hardware, plates, light fixtures and similar itcmns. Replace upon completion. kmove doors to paint bottom edge. Employ skilled craftsmen for removing and reinstalling above items. C. Concrete: Remove all traces of form oil and curing corrpoL nds before painting. Lightly sandblast surfaces or wash with 10% muriatic acid solution. If time permits, exterior surfaces may be allc%�kad to weather for 6 months in lieu of above treatment, at Contractor's option. D. Wood: Sandpaper smaoth, then dust off, touch up sap and knots with approved sealer. After prime coat has been applied, fill holes and cracks with putty or plastic w x-,d. For transparent finishes, color putty to match wood. E. Zinc: Thoroughly clean with surface conditioner; prime with galvanized iron primer. F. Non-galvanized Steel g Iron: Remove grease, ru,;t, scale and dirt ; touch-tip damaged ar-as in shop cWt With same m:jteriai . ':)ere shop coat is asphalt Mase pai.,,L, apply one coat poiyvinyl acetate asphalt sealer before applying finish coats. mil 91f OUROULN I',mtnlirtC; Sect ion 09900 - Page 3 3.01 PITPARATION OF SURFr1C1 S (cont 'd) C. Uni Masonry: Remove grease, oil , dirt, dust and efflorescence by approved methods. Caulk voids in nmorLar Joints to provide wtbroken surface to receive coatings. 3.02 APPLICATION OF PAINT' & O'IHIJt FINISH A. Worlumi ish i p: Ilighe,,t gtwlity, by :,killed mechanics, in ;iccordiince with best trade pracLice. Spread material evenly, without nuns or sags. CUL sharp lines against gross, other materials and different colors. Vary shades of successivO coaLs to prevent skipping. Prime backs of I'ranms amxl trim with scaler or Ixmint . Sam1paper cxpo-,cd surfaces or doors, f rantcs and Lrim IxrLween coats. A] low ,mmplc Lime between coag, for thorough drying. do not p.mint put Ly Cor at least 3 weeks after it is app] Fid. 3.03 FINISHING SCI IMUL1' All nunbers are products of Sherwin Williams, unless otherwise indicated. See Room Finish Schedule rm drawings amid Section 09999. A. Exterior Fini._hes: 1. Ferrous Metal & HM Ist Coat - Kem Kromik B50 Series 21xl CO,IL - Itxlutil.rial 1AIXtmel M4 Scrims Jrd GoaL - lmrJusLrmal I_m inel 1354 Serieg 2. CKmlvanized �Iut,jl 1st Coat •- S.W. Galvanized Iron Prirnm t 1150 Series 2nd Coat - ImxiusLrial LYtantei B54 Series 3rd Cuat - IndusLrial IYvunel d54 Series 3. ULerior Woud 1st Coat - Cuprinol Stain Semi-Trans- parent 2nd Coat - Cuprinol Stain Semi-Trans- parent 4. Exterior Finish System Integral color. See 07241 . I'.lilit big 3.03 FINISHIM; S(1117><11J� (cunl '�11 A. Exterior finishes: (cont'd) 5. Exterior insulating finish system: Integral color in Section 07241. >. Fxterl or Wu I I s: a. Hydrozo water repellant- arltlnbs "a product of Hydrozo G.xitins Co. Lincoln, Nebra:lca," shall Ix used on all exposed exterior 6 imsonry surf aces. 'Clic applicator shall lx, approved by the below mentioned representative. 'Che product mist be applied in strict accordance with the nianufacturer's printed instructions. Application instructions will be supplied to each applicator for each project. b. API'd icator shal l coordinaL-e rhe appJ :tuition of ane test area ( 5' x 5' area) '1110 uppl icaL i un of Hydrant) cu."L iligs with: John Latta Associates 1001 S.E. Division !;Lreet Portland, Oregon 91202 (503) 238-1253 whose recarnerylations as to product: selection, application procedures, and rates of coverage shall represent those of Hydrozo Coatings Co. , Inc. Hydrozo representative shall verify that the material does not ( discolor block. c. Materialj: 1. All exposed exterior paint,--d concrete masonry walls shall be sealed with one coat Hydrozo Clear 16. Coverage Rates: Clear 16 . . . . . 70 - 100 ft/;al. 2. All exposed exterior painted concrete walls shall be seale4 with one coat of Hydrozo Clear 16 . . . . . 120-200 ft/gal. Application rares yary with substrate lx!rosi ty. Fachr hr_ o ject requires actual substrate testing to dee-ormine finrl co vera ge rate. d. Wal'rantieS: I';ly Less Di-lig requires a written warranty iron Hydrozo C ),ttings Co. Oil each pro jc'ct. App) iciltor is required to comply with the rucontmnd- atiolls of Lhe represenlaLive in urder to obtain a warranty. fainted block systems C( 1 ) alxlve (:;►rries a 7-year wan"irnty. Unpainted poured- in-place concrete system Ct2) carrius a 10-year warranty. e. SuLmiLLaI : Contractor to supply c>ne ( l ) Siulgrl0 C.,`J.U. to Juhn Latta d Assrxiates at ccalcuiieenunt t)1- nWsonry %A)rk. Painting Section 09900 - Page 5 '.03 FINISHING SCHEDULE A. Exterior Finishes: (cont'd) 6. Concrete. masonry 1st Coat - ProMar Block Filler 2nd Coat - Weather Perfect Acrylic Latex Flat Ext. Finish 3rd Coat - Same as 2nd Coat Then apply Hydrozo Clear. 16 per 6 c 1. 7. Poured-in-Place Concrete 1st Coat - Weather Perfect Acrylic Latex Flat fact. Finish 2nd Coat - Same as 1st Coat. B. Interior Finishes: Then apply Hydrozo Clear 16 per 6 c 2. SCHEDULE 1. Drywall and Masonrly - P - 1st Coat - Pro Mar 400 Flat Latex Wall Paint 2nd Coat - Pro Mar 403 Flat Latex Wall Paint 2. Drywall and Masonry - E - 1st Calt - Pro Mar TAtex Wall Primer 21xi CO3t - Pro Mar Alkyd Eg Shel Uiame 1 3rd Coat - Same as 2nd coat (omit 3rd Coat at Dock & Warehouse) 3. Interim- Ferrous Metal 1st Coat - Kem Kromik Primer 2nd Coat - Pro Mar Eg She 1 Enwne 1. 3rd Coat - same as 2nd coat 4. Misc. Interior Surface: a. Pipe covering 1st Coat - Size 2M Coat - � Lmdercoater -- Enamel 3rd Coat - Pro Mar Alkyd Eg She1 Ery 1 b. Exposed Piping & Grilles 1st Coat - Kem Kromik Primer 2nd Coat - Industrial Enamel- 3rd namel3rd Coat - same as 2nd coat 5. Wood Doors & Cabinets - S - 1st Coat - Int. Wood Stain 2.nd Coat - Oil Rase Gloss Varnish 3rd Coat - Oil Base Satin Varrush 6. Metal Doors & Frames - P - SMt prim as required 2m] Ccat - Pro `tirr Alkyd Eg Shel Enam,1 2rd Cult - slim, as 2nd coat 3.04 F I N I SH M SCI TMU, MEMA�N I CSU- A,') ELf-L'R I C.,L A. Inside of Ducts, Visi . .e from finish.:. rocs: -� tre coat 'OL-Icfc galvanized iron prirx,r (N-le cast t 1 at black 1 atex Painting ' - - - -- - - - - -- - - - - - - - - — - - - - -SCCt1r1Tl—O99nO---�'-1,`_',�' 3.04 T'INNISHING SCFIITLU. MECHANICAL AND ELFCTRICAL A. Inside of Ducts, visible from finished areas: One coat black galvanized iron primer One coat flat black latex B. Galvanized metal on exterior: Clean with proper solvent 1st Coat galvanized iron primer 2nd Coat Industrial Enamel 3rd Coat same as 2nd coat C. Miscellaneous: Finish registers, grilles, exposed coix]uit electric cabinet, and the like to match adjacent surfaces. �' END OF SECTION Toilet partitiolis Sec ion 10150 - faEe 1 SWFION 10150 - 'lt)Il l.1' PARTITIONS 1.00 CFERAL 1.01 Descriptions: The toilet partition system for this Work is indicired on the Drawings and is, in general, composed of floor nLxmLe.1 metaL enclosures arra wall- mounted urinal screen. 1.02 Related work specified in other Sections: The furnishing and installing of blockinf; and backing is described in Section 061QU of these Specifications. Cooperate as necessary with all other trades to ensure proper and adequate provision for installation of items described in this Section. 1.03 Codes and standards: In addition to conforming with all pertinent codes arxl regulations, fabricate and isnUill the Collet partitions in strict accordance with the published recommendations of the manufacturer of the products selected. Comply with applicable requriemenus for the handicapped. ' 1 .04 Qualifications of installers: -� For this portion of the Work, use only installers who are thor(.Naghl.y trained and skille.l in the instalaltion of the type of toilet partitions selected. 1 .05 Submittals: Suhmit Shop Drawings to the Architect for approval . Show all details of construction aril anchorage. 1.06 Product handling: Ilse all means necessary to protect toilet partitions before, during, and after installation and to protect the installed work of other trades. In the event of daunrge, imrn diately make a, 1 repairs and replacements nc.,pssary to the approval of the Architect and at no additional cost to the Owner. Toiler. partitions Section 10150 - Page ? 2.00 PRODUCTS 2.01 Toilet partitions: All toilet partitions shall be the product of one manufacturer aatd shall be one of the following: Manutacturer: Style Color Accurate Concord #823 Buff Sanymetal Academy #52 Buff Knickerbocker Pa,,-Ln. Corp. Metropolitan #111 Almond Fl ushr,ietal F I usin to #5i Terra Cu LLa All toilet partitions shall be complete with hinges, coat hook, latch, a►d dll necessary hardware ancJ clips for man ting. 3.00 E?Q!X111'l0N 3.01 Surface conditions: Prior to all work of this Section, carefully inspect the Installed work of other trades a►d verify that all such work is sufficiently complete to permit the installation of the work of this Section and that the fi.►ish Installation will be in Complete accordance with the original design and the approved Shop Drawings. In the event of discrepancy, immediately notify the Architect and proceed as directed. 3.02 Installation: Install all toilet partitions in strict accordance with the installation Drawings and the iwu&,.racttire r's published recam►e►Yiacions. IM OF `J:(`l'1►1N Identifying �ievicPs Section IO�OrJ - Page l S ECT i OV I I✓L I F't"I`C DEN T C ES 1.01 DF_SCRIFTION Prrnride and install identifying de,.-ices where shown on drawings, as specified herein, and as required for a corTlete and Code- corpl'ring irstailation. This includes, but is not limited to building .::.dress and toilet roar, door signage. 2.00 PRODI'(.'I'S 2.01 A.PPROVU7 �' `,CTLREKS A. 5esi,gn i5 based on use of standard products manuFactured by krchitecCural Signing, Inc. . 4082 Glencoe Avenue, 'Aarina Del Rey, C_,> i forma 90261, arti', trade ra-ies of t!,at ramdacturer are used herein. 3. Provide the products upon which design is based, or pro%-iee equal prod..== of another maru.facturer approved ire advance by the Architect. C. Exert as other.:se approved by the Architect, pro�'ide all products of this Szccion from a single manufacturer. i 2.023LZL7I`�G I�JE:-'FiCATION A. C.^rsulc the h-d1ding permit aril secure the official street address ,,:`aer5. B. Pro%ide one set of raised acrylic street address mr-.r.-ers, 4" 'ugh by t!--zk� black matt firu,h, w-Li use 'Helvetica Med:,rm" style. C. Pro`ride the ra �ufa turer' s standard 5}::re7 as apprcYr_ate for t".e surfaces on the Dra,»-ings. 2.03 DOOR SICZE A. Provide ASI series "SPC." toilet roan door sign plaques with the following attributes: 1. Size 6" x 6" 5. Frame finish Black 2. T}-pe style. "Eurostile" 6. Margins: Cente,-/center 3. Plaque color Black. 7. Manting• Screw mounting 4. T}-,pe color white 8. `tessages: "I=d (Sl) & WCt^N (S2) Identifvin- d vices Section 10-.00 - Page 2 3.00 E.\:.CIL T 10 N 3.01 SLRFACE COZITIONS A. Exarune the areas and conditions under wn-ich work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 3.02 I NSTALLAT ION A. Install the work of this Section in strict accordance with the manufacturer's recomp-n cations as approved by the Architect, using only the approved mounting materials, and locating all corrrponents firmly into position, level and plurb. E,D OF Si(.i ION 7'c�t 1.'t :rccessori e � Sec,tin 10600 -- Page 1 �.( SECTION 10801 - "101117 AC CESSOItI I S 1.00 GIN IAL 1.01 DescripLion: Toilet accessories required for this Work are lbruted to grab bars and mirrors. 1 .02 Related work specified in other Sections: 4 The following are covered in the it 'icated other Sections. Ccv p,erace as required with all other trades to ensure proper and adequate provisi,m for Lfu? installation of toilet accessories. A. Racking and block.i.rg: Section 06100' [i. llutallation: Section 06200 1.03 SubnitLals: A. WiLhin 15 days after award of the Contract, and before any toilet �iLLUSSOrICS are delivered to the job site, sulmit to the ArchdLect a lecLer st.atirig which of the specified rnanufacturers' products the WIILractor has r lecLed to furnish and install . 1 .04 Fit.KiUCC hatklling: Ikliver all t)ilei accVsSuries to the job site, securely wrappad and Einaly packed, properly cushioned to ensure against damage during tran`,1xirLation and tLoiage, and with all labels inLact end legible at LLnre ut installatlui:. 2.011 Pk0llhc:IS 2.01 mirrorri: A.] 1 ma rrors shall be 24 inches wide by 30 inches high, with stainless steel frames, aryl sh;tll be oiw of the following. Furnish orte at each lavaLary. A. Ilubrick: I* nber B-1G6 18 x 24 3. McKinney Parker 195 18 r, 24 2,01 Grub Bars: lf, 18 aaLige, Type 304 or 302 stainless steel witri exposes' mounting. Screw to wood blocking between studs. A. Bobrick: 86806? B6106 - 36" and 42" B. McKinney Parker: 9602/9702 - 36" and 42" qu IN r IW r IM 7oilct accessories `MCLIon 1USOO - Page Z 3.00 m- .arrl ON 1.01 Deliveries: A. Make all necessary trips eo the job bite Lo deliver the tei.let accessories in a timely manner to ensure orderly p.--ogress of the Work. Stockpile toilet accessories as neccbsary co ensure their availability for flus Work. B. Install the Work of this Section in strict accordanc,- with the manulacturers' rccam>endations as approved 6y the Architect, anchoring cau{xanenti plumb, level , z"re, and firmly inr.o position. I ' I Q� OF swrioN i T � qA Dock egi-d Arent ` Section 11160 - Page 1 A ® T SS,,100 11160 - ZCCK E�;11_Z?•r�,� 1.00 ' 1.01 DES"RI PTIC,ti Furnish and insta 1 dock leveler i,d shelter at service door indicated. 1.02 WOFK IN 0^^R SEC O;NS Related .-:+rk spe<'ified in other S�cti:ns' Concrete wrrk in Section 03300. Rolling ser,-ice door in Secticm 08360. Pit frar-re in Section 35500 or obtairped from d--k leveler manufacturer by General Ccstractor. See page 3 this Section. 1.03 SL3�1i ITr:S S axrit shop dra•Win_,s to Architecr for approval. Show all details of each piece of egv'7-� r." and irstall.:tion details. 2.iY) P1,(D-D_'CiS 2.01 DCCK 1R.ite-Hite `bdel 25,000 lb capac:-ly. ":o substit•.az. Dock shelters shall be weather Ward Series 40?), :'.rjdel WG-402-AFT as mare- 'actur,d by Fror-rrelt Irxtustries. Inc. , DulvcTue, Ia:a Lr) fit door opening 9'--0" wi'e by 1C'-0" high. G-.ver fabric to 'oe F-110 black neoprene casted nylon (total wt. 45 oz./sq. �,d. Top arsd side fra.-e overlay panels to be Tti?e 160 Class 3 fire retardant rigid transl�.-entfiberglass .0--Y" thick, total art. 6 oz. per sq. ft. L`ruts to incl'-Ade "Scotchply" stays. "Z" patten in top panel of side c..rrta .ns. Head curtain to include four jverlarping Armr-pleats at each end (on 8' centers ) . Side curtains to include rounded closed cell neoprene reinforced edges Lill length. Full width buffer flap to be attached over double laser si -'e curtain bottom panel , with 6" wide yellow polyurethare- ccated nylon guide strip seem on face of flap. Units to include 8" to 2" tapered t:.&n bct,.xr pads, and one pair Frorrvlt T%-pc, A, steel tu—t—er s. bock equi lrxnt section 11160 - Page 2 d - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 3.00 l✓-C=ION 3.01 Surface ccxnditions: prior to all work of this Section, carefully Inspect the installed work of other trades and veri 'y that all Work Is sufficiently c«rplete to ixsrmit the installatlun of the work of this sectlun arYi thdr the flnlshed installation will be in cuurplete acc,)rdunce with the origtncsl design and the approved Shop Drawings. In the event of discrepancy, irrm--diately notify the Architect and proceed as he directs. 3.02 Installation: Install all dock equipment rigid, plumb and level , in strict accor'dArnce with the approved --hop i?rawitigs arx3 the mamaacturer's published re c arm ly!a t I Ons. Adjust all parts o operate without binding. i t E24D OF "r ION (Leveler P: FL,I l W%) Pit Dalall> for RIIj Mite (Mechanical Dock Levelers �y11f ANCHOR LAVOUT FON CURB ANGLE Lr.luul w,Ll 11 x111 Af 10Y fllllw*11 VIV ly w1.•.11111\ IMw• • r wl w*1..\ r r l• 11,VI 11 r1.1 Al*11w\ VI• / w �+ I' u,.r1 M r 1l 1 /r1 •.1«wwl.Lr 11M ruwlrr•�•AIAK � 1..r r�1 I.Y�1 wl NA 111*1111\\111 w1* `y IIM u11 1,o w,w 11 .CItal a 111�1�11.1 Wlwll 11A rr11111C1y*r I 1111.*��1111,L.,w..•u. r11rr .• 1.11 \/ ., ,1111..•��wrw i �1m f^�M / Oun A \ �.\ 87' � tltl1l.I L OIOR U.011 C 19V 111 1 1,114 uG•I 1,.►.1 111 `r 1•I 111Cw I r 1061*I1 Gtl0 YCLAILf •� 110011 �` \ ar44 P.I*111 Wulf 11 tCyYl&,f% ``\ 1rP.1*11w1 1.01 Cu•6 11*y•If rynu 6f Io CIIXP rLtAAI 111 r1 AY k.Il.:/1/ OIa111ACl IIP/wr,Y�111 1'11•r...41111 w11•.,M 111p / F .h' ANLnun 1r1/UUI /UN DOR LOX'MOUNhNGPLATE IUPTIONALJ BUMhEP MGuhTlhu ANILE { .rte aw1.y••,.w„1 n1p �.Ir wl•J\V IV YIwry1�11V I1w 11 11.1.1 6yr111.f 1�/.,MrwlJ w...11 I\ / n'II♦Vwr 1�.•r*11VIY•\rw•Irw '� I I! ./ 1\11 M.h 11uV 11. V � 1Y fww! f��` �1 I V X11 r•Par 11M.11.11 r14. •w I WINO II'P 1{- -I. 1 1 _ 1 '• .I+1. Lw 1 1111.♦1. 1w .•,1 i • /l • Iw,rw 1.1.1..... I'A.,11011i _UNTAAC10Ai BILL OF MATEAIAL FOA NOMINAL PIT $1215 BELOW �tllJ I�1. 11.• 6l.w r.• 6-6 1.S-0 1.6 1.10 &511u .IJ 1,1.1 Itl 1 )11 aw 6: 111 MU tl5 11 1 all wf ,11 •: ..f.,1,Cyrltl AP1•;•e 1 1.1.1•lr 1 tlU i6 !1 tla tl0 YI a0 nu t1 tlu yl _11.1i L�rlr ANI..E 7.J•116 411 611 IW 106 li Il) 172 1..y J tar.A.1�NG.E J I .lu 7 y lu Ir 1t, L It it 16 16 In In uP11c1r• la11 ret.l CONSULT I�T..PII SOM T=. 1.0 u60M IAL TLI 04 hLMUNAL P11 Llit6 6.• n5.• r.• 6.f s•.6 I.tl ••�Tno.tl .1 to 10 1.10 6.17 1,1I I I l hG l n 01M A _' ) i 111 111 Ilh 11! YIT.I nllrr pIM tl 111 40 iS _r16 tlu 6! 111 eJ tl� 111 h I tl! ttl •11 OI PIn O"M C 1b I ) n I.1 tl' ~ I1r I 7 1111. 1111 1111. CLSIOIJIA ,'4111 f•�.r 1(1111•►.) 1111 1114 I, .1 PII 1 n11N,C 11L ll1F1t.1: IUt.A 1,,111 1111. 1111..... u r.1,11. . "- I7! {IvuIL i• ILS T1 n• - - 511 t L. ♦ J t __ RECEIVE(. C1FAL fr Lr 1 L Co 01111.10 ION coh61A,1t1uh v1 111�� A1w Q,.'7I L 0210 Dock equimvnt Section 11160 - 3 Waste harxil , .-ig equipment Section 11170 - Page 1 , SECTION 11170 - W.4S T r K*MING EW I rin- T 1 .(X0 G=IAL 1.01 DESCRIPTI0`� Furnish and install waste handling equipment shown. Waste handling equipment in '.his work includes: A. Hydraulic Waste CorTgx-ictor, Thni-Wall Chute, Controller; B. Waste CcrT)acter Container, Alignment Rails. 1.02 RELATED WORT: SPECIFIE) IN CIISi 1 SECTIONS A. Concrete: Section 03300 - Cast-in-place Concrete; B. !,ktal Duc)rs, Frames: Section 08100 - Metal Doors & Frames; C. Electrical : Section 1641X) - Electrical . 1 .03 LICENSES, PERMITS, FEES Pro%dde, procure, and pay for all licenses, permits, fees, etc. , as required to complete the work of this Section. 1 .04 CODES, STA`N'DARDS A. Do all work In conformity with All_ applicable local , state, and federal building safety codes, ordinances, and regulations. 1.05 QUALIFICATIONS, INSTALLERS Use only mechanics experienced in the fabrication and installation of the specified materials. In the acceptance or rejection of the finished installation, no allowance will be mde for lack of skill on the part of the mechanics. 1.06 SLMMITTALS Submit shop drawings showing all items of connection to work of other trades, clearances, etc. 2.00 PRODUCT'S 2.01 COMPACTOR AND CONTAIKER i A. Compactor: "` iur-Jet Modei #k1-225k". as manufactured by Marathon Equipment Co. , Distributor - Muse Equipment Go. (Attn: Mr. W-rt (Grew) , 3400, Sixth Ave. So. , Seattle, WA 9311-4, (206) 223-5450; B. Com}-kictor Container: "Ran-JeL "lodel .,J-40-OC", as manuactured by Marathon Equipment, Co. , Distributor as for cor .iictor. Waste 11"On 31 ing equipment Section 11170 - Page { 3.00 E};-C r"I ON 3.01 SLWACE CODITIONS A. Prior to corrimencing the work of this Section, verify that all work of other trades is complete.-, that all required backing is in place. In the event of discrepancy, irm*ediately notify the Architect arYi proceed as he directs. 3.02 INSTAILATION Provide and install compactor and ccxrrpactor container comlete with E.I.igrrrrent rails, thru-wall steel chute. provide, for installation under Section lb4X - Electrical , remote control push button controller iTrash t-bnager) . 3.03 CLE<uuNW A. During the progress of this portion of the work, do not allot,. the accu:-Lilaticm of scrap and debris; ALL finish surfaces to be left thoroughly clean. B. Upon completion of the work of this Section, remove all surplus material, debris, and equipment associated with or used in the perfor7,►ance of this work. 1 Dj) U SLL71O\ Rugs and Mats Section 12670 - Page 1 SECTION 12670 - RUGS r�� ytiaTS 1 .00 GLNUOl 1.01 See drawings, schedules and details for all items required. Installed by General Contractor. 2.00 PROOUCIS 2.01 DOOR r;,TS AIND FF-'M S A. Fra.-.es: Provide Pawling Rubt)er Com. Parco Style MRF-1003, aluminum frames zinc- chroTated 6063-75 alloy, around entire perimeter of entrance mars, both inside and outside. Furnish fra.,vs with anchors for installation in concrete floor slab. B. Flexco "Flex-Tuft", by Flexco Cj-pany, Tuscumbia, Alatcma, 12" x 12" x 3/c thick tiles bonded to concrete with Flexco #176 epox}' adhesive. C. Mats shall be installed flush with finish .-it recessed areas inside and outside entrances and rum continuously under sliding c,.trance doors. install frar*s so resilient the inside and concrete walk outside can be laid flush with top of fra^-es. LIZ) CF Section 15510 - Page 1 Fire Protection SECTION 15510 - FIRE PROTECTIQV 1_00 &NERAL 1.01 SCOPE OF WORK A. Provide all necessary materials, labor and equipment and apply for and pay all necessary fees and permits for installation of complete, single supply, wet pipe, automatic fire sprinkler protection throughout the building in , accordance with the standards set forth in this Section. B. Installation shall include necessary underground supply mains , hydrants, control valves, fire department connection, meters, detector checks, alarms, or other devices as required to make a complete and approved system. 1 .02 QUALIFICATIONS A. This subcontractor shall be a duly licensed Fire Protection Contractor licensed by the State in which the work is to be done in addition to any local license requirements. B. Contractor shall be regularly engaged in the installation of automatic fire sprinkler system and felly familiar with all local conditions, codes , and requirements . 1 .03 SUBMITTALS A. Shop drawings will be prepared by the Sprinkler Contractor and submitted for approval as follows : I . For insurance underwriting, approval , the Contractor shall provide seven (7) copies of Shop Drawings to the Pay Less insurance broker. Contact. Pay Less Construction office for name and address . Broker will forward copies to the "Authority Having Jurisdiction" for insurance purposes . Plans shall be complete with the following basic information. a. Plot plan indicating all underground piping from connection to water supply, control valves , hydrants iv general area of store, meters , detector checks , etc. Plan shall show location of all structures within 35 feet of store. b. Layout drawing of complete overhead sprinkler system with complete detai :s and ser.tions as necessary to clearly define and clarify the design. Include complete hydrauli_r calculations and graph sheer showing water supply and demand. Section 15510 - Page 2 Fire Protection -------------------------------------------------------------------- !.03 SUBMITTALS (cont 'd) C. Because of the fast track nature of store construction, the Sprinkler Contractor will be responsible for having stamped and approved drawings and calculations from the local fire department authority and insurance company before installation of any part of the sprinkler system. If a problem(s) is not resolved before installation, the Sprinkler Contractor is obliga:`ed to correct the problem(s) at the Contractor's expense and at the convenience of the Pay Less Construction Department . d. Shaw alarm systfm specified at Section 16720 . 2 . Five (5) copies of drawings stamped by Insurance Company will be returned to Sprinkler Contract..t and these will in turn, be subm:.tted to any necessary State and local officials for approval . 3 . Contractor shall then submit the five (5) approved Drawings to the Architect for approval . The Architect shall retain one drawing for his records, send an approved drawing to the Pay Less Northwest Construction Department and return the remaining three (3) approved sets to the Sprinkler Contractor. 4 . One (1) set of approved drawings shall be attached to General Contractor' s job site working drawings and the remaining two (2) sets are for Contractors use as working drawings for fabrication and installation. 1 .04 SYSTEM LAYOUT AND DESIGN A. Design and installation of the system shall conform basically to :he 1987 issue of. National Fire Protection Associat: on Pamphlet #13 (Installation of Sprinkler Systems) and the 1!187 issue of N.F.P.A. Pamphlet #24 (Outside Protection) . B. All piping shall be hydraulically calculated per Table 2-;C .l (B) of N.F.P.A. 213 for Ordinary Hazard Group 2 Occupancy. 1. Exterior sprinklers are required in and under all canopies . All sprinklers in unheated ar s_Mst be on drY tem. Antifreeze vstems ate_ not __ac"pt b le undeanv ciroutnstaQlgg� 2 . Install valves and riser pipes in areas as approved by Pay Less . Section 15510 - Page 3 Fire Protection 1.04 SYSTEM LAYOUT AND DESIGN (cont 'd) 3 . Water (Fire Protection) : An 8" supply line is required by Pay Less as the minimum size for the supply main. A change in the supply main size mist have prior written approval from Pay Less. The supply main size must meet the approval of the fire alarm installer and the insurance carrier. . The supply line shall also meet all City or county code requirements for a sprinkler detectar check valve, assembly in an underground vault . 4 . The minimum flow of. 600 GPM shall. be provided at the base of the riser at the system design pressure with. 250 GPM< hose stream demand added in at thefirst Calculations hydrant or the connection to the water. supply. based on the water supply available at the connection with the city water main. 5 . The hydraulic design demand pjint for the sorinkleL system and hose demand should be 5 psi below water supply curve for cushion. 6, Sprinkler_ contractor will be responsible for representative accurate water tests . C. The Sprinkler Contractor shall refer to the Architectural , S` ructural , Mechanical and Electrical Drawings and coordiiate the system layout to not interfere with the arrangement of lighting fixtures , air outlets, grilles , diffisers and area h.ea':ers . 1 . No cutting of structural members shall be allowed. 2 . Escutcheons shall not be permitted closer than six (6) inches to T-bar ceiling members if the economics of system design do not permit centering in the tiles . 3. Nutify Architect immediately of any conflicts which may occ,ir .. D. Where ceilings are present , the sprinkler piping shall be congealed above the ceiling . 2,U--kK9,IJCT S 2 .01 SPRINKLER HEADS Heads shall be Underwriters listed and ordinary brass except in thA general sales areas and in offices where chrome plated heads shall be provided. Section 15510 - Page 4 Fire Protection 2 .02 ESCUTCHEON PLATES A. Chro plated escutcheon plates shall be provided where sprinkler piping passes through galls, floors or ceilings . B. Shallow, baked enamel on metal, sprinkler head escutcheons shall be used except where deeper escutcheons are necessary for heads to clear light fixtures. 1 . In any case, the escutcheons shall be the same site throughout the general sales area and shall match ceiling decor . 2 .03 SPRINKLER F.ISER DETAIL Unless otherwise required by local jurisdiction, the arrangement of the main sprinkler riser shall be as follows: Inside gear-operated but. :erfly control valve, check valve, electric vane-type water flow switch with built-- in retard device and related trim such as gauges, drains and fire department connection to make a complete and standard riser system. Rise: main drain discharge outlet should be so located as to facilitate a full flow test . The water flow switch shall be connected to a 10-inch electric bell located at the riser on the exterior wall . The electrically operated alarm equipment shall be installed in accordance with N.F.P.A. Pamphlet #72A (Standard for Local Protection Signaling Systems) . 2 .04 INSPECTOR ' S TEST VALVE A . Locate, if possible, an t1je same wall as the sprinkler riser to facilitate testing of water flow alarm devices . B. Discharge from Inspector's test shall be outside " uilding at not more t_-an 12" above gra3e, facing down. 2 .05 OVERHEAD PIPING A. Use black steel , threaded, welded or grooved. Underwr Laboratory listed for Factory Mutual approved. B. Sizes as permitted by N.F.P.A. f13. 4 .06 UNDERGROUND PIPING A. Minimum size eight (8) inch to base of riser . Any change in the supply main size m,xst have prior written approval from Pay Less . Section 15510 - Page 5 -.------- -------------•-----Fire-Protection------ ---- � (cont'd)) 2 .06 UNDERGROUND PIPING labeled for B. pipe shall be Underwriters Laboratories oved by the water undergroundundergrond fire service use and. appr department providing service. 2,07 EQUIPMENT All fire protection deli^es, tnerwriters Laborials and equipment aa pries labeled the installation shall be underwriters and Factory Mutual approved for it's intendei use. 2 .08 EXTRA SPRINKLER HEADS A, A metal res containing replacement sprinkler. heads shall be 12 moulted near the main contr mocha type shall installed in ntain at least heads, or at least 6 of e building . B shall be one wrench of the type needed to Also included replace head::. 2 ,Og WATER SERVICE CONNECTION BACKFLOW FREVENTORe made with U .L. Connection to primary water service to b of do brass , listed double check valve assembly made-up internally spring-loaded check teraandsdouble check assembly test cocks. By-pass with met shall be an integral part of the main double check ;.ssen�blY• Water/Metrics 905 approved. 2 . 10 VALVE MONITORING SWITCHES rovided whe.-e shown Approved monitoring switches shall be p Submersible on the drawings or required by governing agency . type switches shall be installed in vaults e n ofhre farm where flooding conditions ma, panel specifies in Division 16. 3.0 0—M-0-1TI9-K 3 .01 INSTALLATION s informing 1,,,,-all in accordance with approved Shop Drawing Architect and Pay Less insurance carrier, of any necessary deviations from drawings. 3 ,02 TESTING Contractor shall thoroughly f.lur!: the underground main prior A to connecting to over`•ead piping. Section 15510 - Page 6 fire Protection ------------------------------------------- 3.02 TESTING (cont 'd) B. All underground and overhead piping and fire department connection shall be properly pressure tested according to N.F.P.A. X13. The inspector 's test shall be connected to a "hydraulically remote" section of the sprinkler system. C. All tests shall be witnessed by a representative of the Architect and the General. Contractor of local Fire Marshal . D. Upon completion of installation , the Contractor shall thoroughly check all equipment using a "Contractor 's Material and Test Certificate" form, And mail the form, properly signed , to the Pay Less insurance broker , with a copy to the Architect . 1 . This form will serve as notice that the system has been properly installed, tested, and placed in service. 3 .03 INSTRUCTION OF OWNER A. Contractor hall provide verbal instruction to the Store Manager on the operation of the syster.,. R. A set of typewritten instructions shall be installed in a protective frame and mounted adjacent to the cabinet containing spare sprinkler heads . END OF SECTION I