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<br /> TABLE Of CONTENTS � 013300 SUBAIfI`TAL�PROCEDURES � � � 41411SION 2 r EXiSTIN6�CONOf110NS � 4. PROVIDE SLA3 SANDING AT ALL INSIDE CORNERS TO MATCH f�00R FIELD AND APPROVED MOCK-UP OR CONTRO� SAP,�PLE. 3. LEAVE EXPANSION JOINT� FREE OF MORTAR. � �,��,������ �.�,- , .
<br /> DMSION 0 - BIDDING PND CONTRACT REQUIRELIIEN�S A. SU3MITTAL PROCEDURE: 024119 SELECTIVE DEMDUTlON 5. THE FINISHED SURFACE SHAL! BE CLEAN AP1D POROUS WITH ABRAD=D ROUGHNcSS OF LIGHT GRIT SANDPAPER. �. SEA�NT ��1ATERIALS AND INSTALlATION AR= SPErIFIED IN SECTION 073200. „�;.�,;. �'�s� �_r ,
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<br /> '� AGRE_MENT FORMS � 1. IDENTIFY DEVIAiIONS FROPd CONTRACT DOCU61_NTS. LEAVE SPArE FOR CONTRACTOR AND 7ENANT REVIEW STAMPS. A. DEMOLISH IN AN ORDERLY AND CAREFUL MANN A" I F T �' ! T F. r� TH T I IC T�D RIFY CH o. THE SANDED FLOOR SHALI BE SWEPT USING A FINE-9RISTLED PUSH BROOh�1. AfiER�BROOMING VACUUM ENTIRE FLO R T 1 ' i T P TI '��
<br /> 00�_00 ER � REQUR_D 0 A,COM,�ODATE HE WORK. WHERE D_!�OLITION EX,cEDS A ND A_ , VE SU , 0 0 REhOVE A_L DUS A!D M. GROU NG � �� ���� ��
<br /> 007200 G=NE�AL COPlDITIONS � � 2. REVIEPd AND SIGN EACH SUBMITTAL PRIOR TO SUBMITTAL TO TH_ TFNANT. UNSI,NED SUBMITiA�LS NdILL BE R_TURNED BY�THE TENANT. DEMOLITION PJITH THE ARCHITECT PRIOR TO PROCEEDING. DEBRIS. t. MIX GROUTS IN ArCORDANCE WITH MANUFACTURER'S IPISTRUCTIONS. ;
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<br /> 3. UN _SS SPE,IfIE TH R' I 41T TH P F F
<br /> L D 0 E NS_ SU9B E lUMBER OF SUBMITL,_S THE CONTRACTOR RE UIRES PLUS ON= WHICH WILL BE RETAIN D BY TH TENANT PR T I �� r
<br /> � C _ E B. 0 ECT EXSTING STRUCTURAL M_MBERS. CONTACT T�i_ ARCHIi=CT PRIOR TO MODIfYING STRU,TURAL M�MBERS BEYOND THE EXTENT INDICAT_D. CEASE 7. DAMP MOP AP�D�OR NlET VACUUM AS NECESSARY TO ATTAIN A PROPERLY C�EANED SURFACE. 2. GROUT ALL JOINTS, EXCEPT EXPANSION JOINTS, IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIGPJS. FLOAT JOINTS TO A SLIGHTLY �.�'_ �'�
<br /> DMSION 1 - GENERAL REQUIREMENTS ��� 4. TRFlNSMIT EACH ITEhf TO 7HE TENANT UNDER THF CONTRACTOR'S STANDARD TRP,NSMITTAL FORM AS APPROVED BY THE TENANT. Wr,LUDE PROJECT OPERATIOPfS P.ND NOTI�f THF qRCHITECT IMh4EDIATELY IF CONTINUED DEMOLITION OPERATIONS MIGHT ENDANGER THE EXISTING STRUCTURE. 8. MAINTAIP! SLaB FRE= OF TRAFRC BETWEEN SANDING AND APPLICATION OF CONCRETE COATING�. ''� � "
<br /> , CONCAV= PROFILE. .�, � 3
<br /> 011000 SUMMARY NAME CONTRACTOR PdAME SUBCONTRACTOR OR SUPPLIER NAME AND DRAtNWG SHEFT DETA.IL NUMBFR OR SPECIFICATION SECTION NUMBcR C. DURING DEMOLITION OPERATIONS, NOTIFY TH�ARCHITECi OF ALL CONDITIONS WHICH DIFFER SUBSTANTIALLY FROP� THOSE INDICATED, SPECIFIcD, OR � PP F N IFI R � �
<br /> , -, - . ,d. A LICATION 0 DE S E 3. REMOVE EXCESS GROUT FROM BRICK SURFACES IN Ar,CORDANCE WIiH THE GROUT MANUFACTUR=R'S R=COMMENDATIONS. DO NOT USE EXCESS � � �� x
<br /> 012300 �LT=RPlRT_S CORRESPONDING TO THE SUBt11TTAL AS APPROPRIATE EXPECTED. NOilr'Y THE ARCHITECT If PRFVIOUSLY UNKNOWN OPcRATIONAL, OR POTENTIALLY OPERATIONAL ELEMENfS, ARE UNCOVERED DURING DEMOLITION 1. REMOVE AU_ DIRT, DEBRIS, OR CURIP�G COMPOUNDS USING SURfACE PREPARATIOPJ CLEANERS AS RFCOMMENDED BY MANUFACTURER FOR C0�lDITIONS. F � ��'� � �� �_� •� � �
<br /> AMOUNTS OF WALR. `
<br /> 013119 PROJECT M_=TWGS 5. MAKE SUBMITTA�S AS REQUIRED TO CAUSE NO DEIAY IN THE WORK. AL�06V SUFRCIENT TIME FOR P�SSIBLE REVISION AND RESUB�dITTAL OF REJECTED OPERATIONS. PER�ORM NO DEh10LITI0P� IN SUCH AREAS, UNLESS APPROVED 3Y THE ARCHI7ECT. AL�OW CLEP,NING WATERS USED IN SURFACE PREPARATION TO DRY. F �� � ��,. �� �� � � �
<br /> 4. PROTECT ADJACENT SURFACES fROM DA�dAG_ CAUSED BY CLEANING AGENTS. L`0 NOT USE CLEANERS THAT WOULD DAMAGE BRICK OR GROUT ,�'� �
<br /> 013300 SUBMITTAL PROCEDURE5 � SUB411TTALS. COORDIPIATE SUB6�IiTAL OF REATED IT�MS. D. PROVIDE TEMPORARY SHORING AS REQUIRED TO SUPPORT F;(ISTING COPJSTRUCTION AGAINST MOVEMENT OR OVERLOAD DURING DEMOLITION OPERATIOPlS, 2. THE PREPAR�D SURFACE MUST WET UNIFORMi_Y. CONFIRM ;URFACE ABSORBFNC'f WITH A LIGHT 'NATER SPRAY. IP! HOT, DRY WEATHER, PRE-WET THE � �����'����� � �
<br /> Ot4500 QU,^,LIiY CONTROL 6. REVI�E AND RESUBMIT RcJECT=D SU9MITTALS AS REQUIRED TO 03TAIN APPROVAL, ICENTIFI'ING CHANGES MAD= SWCE PREVIOUS SUBh11TTAl_. UNTIL PER�dANENT SUFPORTS ARE IP� PLACE. CONCRETE WITH FRESH 'N�TER. ALLOYJ ANY STANDING NlATER TO EVAPORATE. SJRFACES. ,t x„,_� � � ����-,
<br /> 5. DO NOT GROUT JOINTS INpICATED TO RECENE SEALANTS. GROUT JOINTS PERPE�lDICUL4R TO �XPANSION JOINTS SHALL BE FINISHED FLUSH 141TH �'�s
<br /> 01�000 T=MPO�'RY FACILITI=S AND CONTROLS f3. PROGRESS AND VALUE SCHcDULES: E. EXCEPT'NHERE NOTED OR SPECIFIED OTHERWISE, TA,K= POSSESSION OF hAATERIALS BEIP�, DEhdOLISHED, AND IP,�MED!ATELY REMOVE FRO�v1 SITE. DO NOT 3. APPLY A SINGLE COAT OF DENSIFIF� USING A LOW PRESSURE SPRA'fER FITTED WITH A 0.5 GPM SPRAY iIP. APPLY SU�FICIENT MAiERIAL TO PJET THE ��������r �; ,
<br /> Oto000 PRODUCT RcQUIRcM_NTS 1. PROGRESS SCHEDULE: SUBNIT HORIZONTAL BAR CHART 'NITH SEPARATE BAR FOR EACH �4AJOR TRADE OR OPERATION, IDENiIFYING FIRST WORK DAY OVERLOAD EXISTING CONSTRUCTION TO RE�4A.IN WITH DEM01_ISHED M�TERIALS. SURFAC= VJITi10UT PRODUCING PUD�LES. USE A CLEAN, SOFTBRISTLE PUSH BROOM OR MICROFIBER PAD TO SPRs"D PRODUCT EVEN�Y AND ENSURE BRICX EDGES. �r �� _ �
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<br /> 017323 CUTTING AND PATr,;�ING OF EACH WEEK. F. CAREFULLY REMOVE, STORE, AND PROTECT ALL MATERIALS AND C0��IPONENTS TO 8= R=USED. UNIFOR61 WETTING. N. CURING ��„
<br /> G. WHERE POSSIBLc WITHCUT DAMAGE, REMOVE, STORE, AND PROTECT EXISTING MATERIALS AND COMPONENTS PJOi NOTED FOR REMOVAL, WHICH IF REMOVED, 4. AVOID SPREADING ONCE DRYING BEGWS. SCRUBBING IS NOT NECFSSARY. IF SURFACES DRY IMMEDIATELY, APPLY MORE PRODUCT. SURFACE SHOULD 1. CURF INSTALATION IN ACCORDANCE VJITN THF GROUT MANUFACTURER'S RECOMMENDATIONS. PROTECT BRICK AND GROUT DURING CURWG OPcRATIONS.
<br /> 017700 CLOS_OUT PROr_pURES 2. �CHSU8111T TY EDIUSCHEDULE ON alA FOR�'v1 G703, OR OTHER FORM AS APPROVED BY THE TENA.NT. WOULD FArILITATE THE N=W CONSTRUCTION AND RECO�lDITIONIPI,. REMAIN WET FOR 5-10 MINUTES. ADJUST RATE OF APPLICATION TO ELIMINATE PUGDLES. 0. PROTECTION q q pi [
<br /> DMSION 2 - IXISiING CONDITH)NS b. SUBDIVIUE WTO EACH MAJOR TRADE OR CATEGORY OF WORK. H. CAREFULLY REMOVE, PROTECT, AND TURN OVER AS DIRECTED, MATERIALS AND COMPONENTS C�IM�D 9Y TH� TENANT FOR SALVAGE. PRIOR TO DEM0IITION, 5. ALLOW iREATFD SURFACFS TO DRY. t. PROTECT BRICK INSTALLATIONS FROM DAMAGE, IP! ACf,ORDANCE WITH SFCTION 015000. ZOJS 15U1h CT NG
<br /> 024119 S=L=rTIV= D=MO�JTION c. INCLUDF A LINE ITEM AMOUNT FOR cACH ALLOWANCE CONTACT THF TENANT TO DETERh11NE WHICH ITEMS WILL BE CII�IMED. 6. REMOVE ANY DRIED POWDER RESIDUE USING STIfF BROOM, PONIER SWEEPER OR iL00R SCRUBBING MACHINE. 2. REPLACE ALL DAMAGED BRICK. PAY AL ADDITIONAL CQSTS INCURRED TO PROCURE ADDITIONAL BRICK MATERIALS. SUIIE 2OO
<br /> , ,- P. CLEANING ;:•,
<br /> d. INriUDE IN �ArH LINE ITEM A DIRErTLY PROPn�TIO�IAL AMOUNT OF CONTRACTOR'S OVERHE4D AND PROFIT. I. PJHERE CUT EDGES OF THE EXISTWG CONSTRUCiION WILI Bc VISIBLE IN THE COMPLETcD WORK, r,��T IN UNIFOR�d STRaIGHT LINES: rONCR=TE AND 7. DO NO SUBSEQU_NT BUFFIN, OR BURNISHWG OF �LAB, i. IN ArCORDANCE WITH ScCTION 015000 AND SECTION 017700.
<br /> DMSION 3 - CONCRETE 3. SUBMfi PROGRESS AND VALU= SCHEDULES IN DUPLICATE WITHIN 5 DAYS AfiER NOTICE TO PROCEED. MASONRY SHALL BE SA'N CUT OR CORE DRILED. N. APPLICATION Of CONCRET= Sv1LER:
<br /> 030013 CONCR_Tc 4. SUBMIT REVISED SCHEDULES WITH E�CH APPLICATION i0R PAYMENT; REVISED SCHEDULES SHALL REfLECT CHANGES WCLUDING CHAPJGE ORDERS SINC= d• REPAIR ALL DE610LITION PERfORMED IN EXC_SS OF THAT REQI�IRFp, AT NO ADDITIONAL COST TO 7HE TENANT. 1. LIGHTLY WET A CLEAN MICROFIBER PAD WITH SEAL=R, LEAVING THE PAD DA�1P. 2 COORDWATE FIN,4i CL�NING '�NITH WORK OF SECTION 079200. DO NOT BEGIN CL�NING OPERATIONS UNTIL TILE EXPAN�ION JOINTS SEAtANTS ARE Bellevue,WA 98008
<br /> � 030103 CONCR_I�S?,LER AND CONCRETE RESURFACIPIG PREVIOUS SUBMITTAL. � � K. UTILITY LWF DEMOLITIOPd: 2. SPRAY-APPLY SALER USING A CL_AN, PUMP-UP SPRAY�R fiTTED VJITH A 0.5 GPM CONICAL OR F�N SPRAY TIP. WORK FROM ONE CONTROL JOINT TO FULLY CURcD. .
<br /> 03�415 NYDr21J_L :_M_NT UND=RLAYMENT C. SHOP DRA'JJINGS, PRO�UCT DATA AND SAMPLES: 1. VERIFY I.QCATIONS OF EXISTING UTI_ITIES PRIOR TO DEMOLITION. A.NOTHER. 3. WASH AND THOROUGHL'f RINSE ALL BRICK. LEAVE ALL BRICK SURFACES CLEP,N. ARCHITECTOFRECCRD
<br /> 1. SHOP DRAWIN,S: 2. ABANDONED UNDERSaB r,pNDUIT SHALL BE CUT OFF B=LOti4 THE fINISHED SURFACE LINc, FlND AI_L CONDUCTOR� SHAI.L BE Rch10VED. PATCH AND 3. SPRcAD WITH TNE DAh1P MICROfBER PAD. MAINTAIN A THIN, EVEN COATING AND WET EDGE. STOP SPREADWG ONC� DRYING BEGIPlS. DO NOT OVERLAP. '
<br /> DIVISION 4 - MASONRY a. NUMBER OF COPIES: UNLESS OTHERWISE SPECIFIED, SUB!d1T TO THE TENANT ONE LEGIBLE RIGHT-READING VELLUM REPRODUCIB�E AN� ONE COPY FILL THE OPENING FLUSH WITH THE FINISH. 4. USE TWO PEOPLE - ON: SPRAYING AND ONE SPREADIN, - FOR 9F�T RESULTS. pMSION 5 - lAETALS i
<br /> 042115 �D'n=R�D BRICiC MASONRY UENE�R fOR REVIEVJ, EXCE?T THAT SHOP DRAWINGS 11"X17" OR SM;ILER MAY BE SUBMITTED W THE FORM OF TWQ BLArKLWE OR ELcCTROSTATIC BOND 3. ABAPJDONED ELECTRICAL CONDUCTORS SHAL BE REMOVED BACK TO THE BRANCH CIRCUIT PANEL, UN�ESS IDlDICATED OThER�VISF. ABA.NDONED CONDUIT 5. ALLOW TO CRY TACK FREE, iYPICALLY 20-60 MINUTES.
<br /> PlHICH IS EXPOSED AND READILY ACCESSIBLE SHA�L BE REMOVED. LEAVE ABANDONED CONDUIT WHICH IS CONCEP,LED IN EXISTING CONSiRUCTION TO 6. REPEAT STEPS i-4 FOR A SECOND COAT. 05�200 �TRU�NRAL STEEL FRAM�Nf'
<br /> COPIE;, 7. DO NO FURTHER BUFfING OR BURNISHING OF CURED SEALER. A. SUMPdARY: REFER TO STRUCTURAL DRAWINGS FOR SPECIRCATIONS AND RE�UIREMENTS.
<br /> DMSION 5 - �1EU�LS ' R=k1AW. I 'I
<br /> b. THE TENANT WILL RETURN ONE COPY t0 CONTRACTOR WITH COP,RECTIONS, PIOTATIONS AND TENANT'S STAMP INDICATING ACTION TO 9E TAKEN.
<br /> 0�1200 STRUCTUi21L ST=cL FRAMING � � 4. ABANCONED UNDERSIA.B PIPING SHALL BE REMOVED AND CUT OFF FIUSH WITH THE FLOOR IINE. PATCH FLUSH WITH THE FLOOR. 8. FINISH: PROVIDE UNIFORU FINISHED SATW SURFACE FREE OF STREAKS AND MARKS.
<br /> c. UMLESS SPECIFIED OTNFRWISE, SHOP Df2AWIN,S �H��I SNON! QUANTITIES, MATERIALS, M_THODS OF ASSE�dBL'f, ADJACENT COPJSTRUCTION, 055019 ARCHfTECNRAL SfEEL FABRICATIONS
<br /> 055019 ARCHITECTUr21L ST==L FABRICATIONS 5. ABANDONED PIPING WHICH IS _XPOSED AND READILY ACCESSIBLE SHALL 9E REFdOVED. L�VE ABANDONED PIPING WHICH IS CONC�IED IN EXISTING p, FINISNING RE�UIREti1EidTS: �
<br /> DIMENSIONS, AND AI_I_ OTHFR APPROPRIA7E INFORMATION TO FULLY ILLUST2ITE THE WORK, � A. SUMMARY: ARCHITECTURAL FABRICATIONS TO BE EXPOSED TO VIEW IN THE FINISHED WORK AND RECEIVING S?ECIAL FINISW COATINGS. WORK UNDcR THIS � � �
<br /> 2 PRODUrT DATA: COPlSTRUCTION TO REMAIN. CAP ALL EXPOSED ENDS. 1. INTERIOR EXPOSED FINISHED SL1B AREAS SHALL COMPLY WITH THE FO�LOWING: `�- �
<br /> DIVISION 6 - WOOD AND PLASIIC � 6. INDICATE LOCATIOi� OF DISCONNECTED UTILITIES ON THE PROJECT RECORD DR,M1NJWGS AS SPECIFLD IN SECTION 0177U0. SECTION SHALL INCLUDE THE FOLLOWING: �� � .
<br /> r � a. Sa8 SURFAr,_ SHALL MEET TH� DESIRED iHEEN, AS DI;CU;ScD IN PRE-INSTALLFlTION MEETING AND BE CONSISTENT WITH APPROVED MOCK-UP. ��,.��.���"��`, ��
<br /> Oo1000 ROUGH CAR?=NTRY a. MARK EA,H COPY TO IDENTIFY APPLICABLE PRODUCTS, MODF_S, OPTIONS AND OTHER DATA; SUPPIE64ENT MANUFACTURc'S STANDARD DATA TO Vc SIT I OP ITI P ^ �F F �� � � � F F F 1. METAL WALL PANELS. ���"r,t�n�„
<br /> � L LEA E N A C !D ON ACCE Tn9LE TO THE TENANT AT AL�TI�,I_S. R_MO/� D�MOLISH=D M,�T_RIALS FROM SIL DAII.Y AS WORK PROGR_SS_S. DO b. SIAB SURFaCE SHALL HAVE A CONSISTENT LOOK AND EXHIBIT A FINISH THAT HAS NO EVIDENCE OF STREAKIN, OR BURNI;H MARKS. P R K�T �T"'='�`�`��,�`� ��
<br /> 05;000 aRCHITECTU�L WOODWORK PROVIDE INFORMATION JNIqUE TO THE WORK. NOT OVERLOAD EXISTING STRUr,TURE WITH DEMOLISHED MATERIALS. 2 SU PORT 9 AC _S. �����,� �„
<br /> c. WHITE RESIDUE OR HAZ'(APPEARANCE IS NOT ACCEPTABLE.
<br /> b. SUBMIT THE NUMBER OF COPIES WHICN CONTRACTOR REI�UIR=S, PLUS 2 COPIES WHICH WILL BE REiAIN=D BY THE TcPJAPJT. 3. WOVEN WIRE MESH. �'"� "�r, �' -�'� � �
<br /> 3. SAPdPLES: d. EXPOSURE OF AGGREGATE BEYOND CPAA raSS B- �WE AGGREGATE IS NOT ACCE?TABLE. 4. STEEI TUBE RAI�ING. ����� �"�� � � �
<br /> DIVISION 7 - THERldA1 ANO L101SNRE PROiECTION OMSION 3 - CONCREfE 2. INTERIOR EXPOSED RNISHED StAB AREAS SHALL CONSI�� OF THE FOLLOWING CPAA GLOSS LE`JEL � ������'��; -�
<br /> 070150 MAWTcNANr_ pF M=MBRANE ROOFING a. SU9MIT SAP�IPLES AS SPECIFIED IN THE TECHNICAL SEC710PlS. ��t3 ���� � 5. STEEL SHELVES AND BRACKETS. �„���y��x-�� �'�."„
<br /> a. FINISHFD GLOSS LEV_L 2 - MEDIUh1 GLOSS APPEARAPJCF. -� �
<br /> b. INCLUDE IDENTIFICATION ON EACH SAMPI_E GIVING FULL INFORPdATION. 6. STEEL CAPS APdD TRIM USED AT CASEWORK. � ��;��'�
<br /> 072�00 THERMAL INSU�?,TION c. SUBMIT THREE SAMPLES, ONE OF WNICH WILL QE RETAINED BY TENANi, UNLESS INDIC�TED OTHERWISE IN THE TECHNICAL SECTIODI. �� SUMMARY: CAST-IN-PLACE CONCRETE, INCLUDING REINFORCING, ACCESSORIES, AND FORMWORK. ?, Ci�A,N-UP 7. STEEL RAILINGS. ��..r������:.��
<br /> 070_00 SHccT McTA_ �.ASHING AND TRIM � B. 4UALITY ASSURANCE: 1. DURING PROGRESS Of WORK, REMOVE FROM SfTE DISCARD=D h4ATERIALS, RU9BISH, CANS AND RAGS AT END OF E1r,�{ WORK DAY. a T , i� � .� ��.�:�-�_�'� •
<br /> , 079200 JOINT Sal:,NTS D. C_RTIFICATES: SU�MIT iH_ ORI,INAL SIGNED VERSION TO THE TEN,4NT. 1. PERFORM WORK IN �CCORDANCE WITH ACI 301, UNLESS IN�ICATED OR SPECIFIED OTHERWISE. S E�L CORU�R �UAr� S.
<br /> E, THE TENAPlT MAY FURNISH DOCUMENTS AND cLECTRONIC DATA WHICH MAY BE US=D �S BASES fOR PREPARATION OF SHOP DRA`NWGS. THE GENERAL 2. UPON COMPLETION OF WORK, CLEAN SPATTERED SURFACES. REMOVE SPATTERED COATING BY PROPER METHOD OF WASNING AND SCRAPING, USING
<br /> 2. SUB691T PROPOSED ldlX DESIGN OF EACH CLASS OF COPdCRETE TO APPOINTED FIRM FOR REVIEW PRIOR TO COM�dENCEMEiJT OF WORK. 9. S1EEL F�T BAR TRIM.
<br /> CARE NOT TO SCRATCH OR OTHERWISE DAMAGE FINISHED SURFACES.
<br /> DIVISION 8 - DOORS PND WINOOW$ CONTRACTOR SHAL� BE RESFON�IBLF_ FOR ALL SUBSEQUFNT DI;TRIBUTION OF SUCH INFORPdATION TO SUBCONIRACTORS AND SUPPLIcRS. REQUEST 3. CONf,RETF VJORK IS SUBJECT TO SPECIAL TESTING APlD INSPECTION. NOTIfY ARCHITECT AT LcAST 48 HOURS BEFORE CONCRETE IS POURF_D. 10.PREFABRIrATED COM?ONENTS
<br /> DOCUMENi� BY SUBMITTING APl EXECUTED COPY OF THE "REQUFST FOR TRANSFER OF GOCUMENTS" FORh1, AT�ACHED AT THE END OF THIS SECTION. USE � � Q. PROTECTION Q. SUQPJ�ITTALS:
<br /> 031113 aOLLOW METAL F2AME5 C. � 61ATERIALS: 1. PROTECT CO�,1P�_ETED CONCRETE COATING WORK AGAINST DAMAGE. 1. SHOP DRAWINGS: �
<br /> 031a00 WOOD DOORS OF SUCH DOCUMENTS IMPLIES CONTRAr,TOR'S AND SUBrONTRACTORS' AGREEMENT TO THE TERPdS D=SCRIBED ON THE FORM. FULLY DESCRIBE i. UNLFSS SP_CIFIED OTHERWISE, COP�FORIvI TO ACI 301. 2. CLOSE ?,PPLICATION ARA AFfER COMP�ETION OF EACH STAGE FOR A MINIMUM OF 48 HOURS AND LONGER IF REQUIRED BY TH= MANUFACiURER. F F rr � � ' �
<br /> 033100 ACCcSS DOORS AND P,9NELS REQUIREMENTS fOR EACH REQUEST. 2 CONCRETE 64A7ERIALS: 3. PROTcCT COATINGS FROM GENERAL CONSTRUCTION WHEN TACK-FREF WITH % INCH TEMPERED HARDBOARD, SMOOTri SIDE DOWN. REMOVE PRIOR TO a• WDICATE PROFILES, SIZES, COPJNECTION ATTACHMENTS, REWFORCING, SIZ_AND TYPE OF FASTEN_RS, AND A,,ESSORIES.
<br /> 033;33 IMPACT DOORS � F. REQUIRED SUBMITTALS: � a. CEMENT: ASTM C150, NORMAL - TY?E 1 PORTLAND CEMENT; GREY COLOR. b. INCLUOE ERECTION DRANlINGS, ELEVATIOPJS, AND DETAILS WHERE APPI_ICABLE /� } �+ �
<br /> CO�dPLETION OF PROJECL c. I��DICATE ADJACENT f,Op�STRUCTION. l7raph�te ACCh�teClUre �Nl�
<br /> 033013 OVERH�D SECTIONAL DOORS l. 055019-ARCHITECTURAL STEEL FABRIrATIONS b. NORMAL WEIGHT FWE AND COARSE AGGREGATES: ASTM C33; SEVERE WEATHER EXPOSURE, CORRECT DaMAGE BY CL=P,NING, REPAIRING OR REPtACING, AND REFINISNING, AS ArrEPTABLE TO THE ARCHITECT. � • ' �
<br /> 03;013 ALUMINUM ENT�INCF_S AND STOREfRONTS 2. 064000-ARC�iITECTURAL VJOOD6VORK � 3. FC(ASH: ASTM C618, CLASS r OR F; LOSS ON IGNITION (L01) NOT TO EXCEED 1 PERCcNT. USE FLY ASH FROM ONE SINGI_� SOURCE FOR TH� , INDICATE NET WELD LEP�GTHS. �Q V2 V@ 7 O
<br /> 2. SAMPiDIS SUBMT A STE�L TUBI�N6 ONNEC70NDWRD A�SI CH�LEGS�SHOW�WELDING AND STEEL FINISHING METHODS; INCI UDF PROPOSED RNISH VO9 Se n�h A �� O
<br /> 037100 �OOR iI,ARDWARE 3. 083o13-OVERHEAD SECTIONAL DOORS WHOLE PROJECT. 035416 HYDRAUIJC CElAENT UNDFRIkYIAENT COATING. }} pqnq
<br /> 033000 GiAZING 4. 087100-DOOR HARD'NARE 4. FORM P�ATERIALS: A. SUMMARY: C. MATERIAI_S: SEallle WA 9U I U I
<br /> a. PI_`(�NOOD: APA RATED HIGH DENSIiY OVERUIY, P�YFORM C��S 1. E�T. OR APA B-B PLYFORM CLASS 1, EXT. 1. CEMENTITIOUS U�DERIAYMENTS AS NECESSARY FOR LEVELING OF NENJ OR E;(ISTING CONCRETc FLOOR SUBSTRATES, AS NECESSARY TO MEET SPECIFIED � '
<br /> DIVISION 9 FlNISHES 014500 QUAlftl'CONTROL b. FORM TIES: SNAP-OFF METAL; MFTA.L WASHER ENDS. TOLERANCES. t. STEEL SNAPES, PL4TES, AND BARS: ASTM A36. .
<br /> 092200 �JGHTGAGE M=TAL SUPPORT �RAMING A. STANDARDS: COMPLY WITH IP�DUSTRY STANDARDS EXCEPT WHEP! MOR= RESTRICTIVE TOLERANCES OR SPECIFIED REQUIREMENTS INDICATE MORE RIGID a CHAMfERS AND RUSTICATIOPJ STRIPS: VJOOD OR P�STIC FABRICATE TO THE SHAPES INDICATED. �, 2. STEEL TUBIP�G: ASTM A�00, GRADE g. 206,224,3335
<br /> 092813 C=M:NTITIOUS SHEAdHING PANEIS � STANDARDS OR MORc PRECIS=WORKMANSHIP. � ' 2. CEMENTITIOUS TOPPINGS AS NECESSARY FOR LEVELING NEW OR EXISTING SLRBS AT LO ATIONS INDICATED TO RECEIVE CONCRETE SEALER ONLY. 3. �NELDING MATERIALS: AWS D1.1; 7YPE REQUIRED FOR MATERIALS BEING WELDED.
<br /> 5. REINFORCING: 3. RAMPS APJD TAPERS AS NECESSARY TO ALIGN LEVE�S BETWFEN DISSIMILAR FINISHES.
<br /> 092900 GYPSUM BOARD E3. PERFORh1 A�� WORK TO MEET OR EXCEED THc REQUIREMENTS OF AlL APPI.ICABLE CODES, ORDINANCES, LA�9S, REGULATIONS, SAFETY ORDERS, P,ND �. STAINLESS STEEL: ASTPA A167 TYPE 302 OR 304. �
<br /> _ a. REINFORCING STEEL ASTM C615, GRADE 40, UNLFSS INDICATFp OTHERWISE. B. -NVIRONMEPdTAL REQUIREMENTS CONSULTANT
<br /> 093000 TILING DIRECTIVES FROM AUTHORITIES HAVIP�G JURISDICTION OVER THE WORK. b. CHAIRS, BOLSTERS, EAR SUf'PORTS, AND SPACF,�S: SIZED AP1D SHAPED FOR STRENGTN AND SUPPORT OF REINFORCEMENT DURWG INSTALLATION 1. M�WTAIN SURFACE AND AP�IBIENT TEMPERATURE OF BETWEEN 50 AND 80 DEGREES F FOR 24 HOURS BEFORE DURING AND 24 HOURS AFT_R 5. WOVEN NdIRE MESH: TYPES AS SCR_DULED ON THE DRAWINGS. ;
<br /> 6. CABLE AND FITTINGS:
<br /> 09�123 ACOUSTICAL TIL CEILINGS C. PERFORM 'JJORK WITH PERSOPdS �UALIFIED TO PRODUrF WORKMANSNIP OF SPECIFIED QUALITY. � AND P�CEMENT OF rONCR�TE. UNDERLAYMENT INSTAL�ATION. � a. CABLE: AST�d A167 iYPE 302�304 STAIPdLESS STEEL; 3�16" 7X7
<br /> 09542o LIN�R WOOD WAL�.",ND SOFFIT PANELS D. MOCY�-UPS 6. WATER: CLEAN AND NOT DETRIMENTAL TO CONCRETE. 2. KEEP TRAfFIC OUT OF AREA IN WHIrF{ UNDERA'fMENT IS 9EING APPLIED OR CURED.
<br /> 095500 R=SIIIcNT FIpp�ING 1. PROVIDE ��fOCK-UPS AS SPECIRED IN THE INDIVIDUAL SP=CIfIC,4ilON SFCTIONS. PR041DE �DDITIONAL MOCK-UPS, AS RcQUIRED BY THE T=NANT, UNTIL 7. ADMIXTURES C. UNDERI,qYMENT AND TOPPING �YSTFUS: � b. FITTINGS: ASTM Alo� TYPE 316 STAINLESS STEEL.
<br /> 097733 R=INFORC_D PL;STIC PANEL WALL CO✓�RIPlGS APPROVA.L IS OBT�I�JED. a. AIR-ENTRAINMEP�T: ASTM C�260. � 1) TOGGLE JAW: TJ5, S6VAGE �PID.
<br /> 1. SELF LEVELING UNDERLAYMENT SYSTEhd:� SELF-LEVELING, POURABLE, CEMENT BASED MATERIAL, MINIMUM 28 DAY CONIPRESSIVE STRENGTH 2,000 PSI; 2 TURNBUCKLE: 8TT5JS; SWAGE END.
<br /> 099000 P;JNTING AND COATING 2. DO NOT PROC_ED WITH SUBSEQUENT 'NORK UNTIL APPROVAL OF THE MOCK-UP IS OBTAINED. b. WATER REDUCEft NORMAL: ASTM C 494, TYPE A. PdINIMU64 BOND STRENGTH 200 PSI; ONF OF TNE fOLLOWWG AS RECOMMENDFp B'f P�1ANIJFACTUR�R FQR CONDITIONS. � �
<br /> ' 3. APPROVAL OF MOCK-UP �HALL B= TNE STANDARD OF WORKMANSHIP AND MATER!ALS FOR THE REMAINDER OF THE WORK SIMIU�R TO THE MOCK-U?. c. ACCELERATOR: ASTPA C 494, iYPE C OR E, NON-CORROSIVE, NON-CHLORIDE. � 7. �TAINL�SS STEEL SH_LVIPlG APJD BRACKETS: MINIMUM .Oo2� INCH THIrK. �� � �
<br /> a. M�PEI CORPORATION "ULTRAPLAN i�' OR "NOVOPL4Pd 1 2."
<br /> DMSION 10 SPECfALTIES 4. MAINTAIN MOCK-UP IN APPROVED CONDITION, UNTII_ DIRECTED OTN=RNASE. d. HIGH RANGE W�TER REDUCER SUPERPIASTICIZER: AST61 C 494, TYPE F OR G AND SFiALL BE OF THE SECOND OR THIRD GENERAiION iYPE. D. EXTERIOR FINISH MATERIALS:
<br /> 102111 P�STIr-I�IN;1TE-ClAD TOILET CO�dPARTMENTS 5. UNLESS SPECIFIED OTA=R`NISE, REMOVE MOCK-UP AT COMPLETION, WHEN DIRECTED BY TEPIANT. � � h. ARDEX INC. "K-15" SELF-LcVELING UND=RIAYMENT CONCRETE 1. MANUFACTURER: TNEMEC COti1PANY INC. KANSAS CITY, �40; 876-�83-3400.
<br /> SHALL BE BATCH PLANT ADDED TO EXTEND PV�STICITf TIME, AND REDUCE WATER 20 TO 30 PFRCENT. ( )
<br /> 102613 ?aSTIC r,pRNER GUARDS E, INSTALL PRODUCTS IN ACCORDANCE WITH TRE MANUFArTURER'S RECOMM_NDATIONS. WHERE CO�FLICT EXISTS BETNlE_N MANUFACTURER'S RECO�IMENDATIONS e. FR_EZ= PROTECTION ADMIXTURE: ASTPA C 494, iYPE E. c. LATICRET= WTERNATIONAL, INC. "LATICRETE 86 LATILEVEL THIN POUR UNDERAYMENT." 2. �pOXY PRIMER: TNEMEC SERIES o9 EPDXOLINE." �
<br /> 102813 TOILcT ACCESSORIES AND THE SPECIFI_D RE�UIR_MENTS. NOTIF'f THE T=NAN7 IMMEDIATELY. � 8. ACCESSORIES: � 2. TROWEL,BLE UNDERtAYMENT SYSTEM: AS RECOMMENDED BY MANUFACTURER FOR CO�dDITIONS: 3. FINISH: AS SPECIFlED IN SECIION 099000. � �
<br /> 10;410 FIR= cXTIN,UISHcRS F. EXAMINATION PRIOR TO INSTP,LLATION: a, FRFFORMED JOINT RLLERS: ASTM D1751; THF BURKE COUPANY "F19ER EXPANSION JOINT", OR APPROVED. AT JOINT LOCATIONS TO RECENE d. MAPEI CORPORATION "MAPAC_h9 100" OR °PIANITOP 10°. E. PREFABRICATED C041PONENTS: � �
<br /> 1. PRIOR TO STARTING 'dJORK, CAR�FULLY INSPECT INSTa�LED WORK OF OTHcR TRADES AND VERIFY THAT SUCH NlORK IS COMPLEfE TO THE POINT WHERE � � � e. ARDEX WC. "SD-P° FAST-SETTING UNDERLAYMENT. 1. UNISiRUL UNISTRUT CORPORATION (WAYNE, MI), OR APPROVED. FURNISH MANUFACTURER'S STANUARD COMPONENTS CORRESPONDING TO 'P" �
<br /> „ � SEA�NT USE BURKE "JOINT CAr^", OR APPROVED, TO FORN RECESS AND BOND BREAK FOR S�4 ANT INSTALLATION.
<br /> WORK OF THI� .ECTION MAY PROPERLY COMMENr,E. NOTIrI THE TENANT IN WRITING OF rOPJDITIONS DETRIMENTAL TO THE PROPER AND TIMELY � f. IATICRETE INTERPdATIONAI, INC. "ATICRETE 220 �dEDIUM QED ��fORTAR MIXED WITH "L4TICRE7E 3701 IATEX MORTAR ADMIX." r F � ry �
<br /> DMSION 0 - 91DDING AND CONTRACT REQUIRE�IENTS � � COMPLFjION OF THE�WORK. � � b. BONDING AGENT: A TWO C�MPONENT�MOIS7URE WSENSITUE, 100% SOLIDS EPDXY ADHESIVE WITH A SHcAR BOND TO CONCR�fE STRENGTH OF 3. CEMENTITIOUS TOPPINGS: FOR REPAIR OF CONCREfE SURFACES AT LOCATIONS INDIrATED TO RECENE CONCRETE SEALER OR NOT OTHERINISE COVERED NUMB=RS INDICATcD ON THE DRAWING. INCLUDE 1�4 IN,H THICK ST_EL �ONNECTING HARDWARE, AND 1�2" DIAMETER BOL7S, NUiS, AND LO,�C
<br /> OVER 1400 PSI. WASHERS.
<br /> 005200 AGREOAENf FORI�IS 2. DO NOT BEGIN INSTAL�TION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING WORK CONSTITUTES ACCEPTANCE OF SITE CONDIiIONS BY FLOORING h1ATcRIAC
<br /> c. NON-SHRINK GROUTS: NON-CATP.LYZED NATURAL AGGREGATE GROUT; MINIh9UM 7000 PSI COh�1PR_SSIVE STRENGTH AT 28 DAYS. F. FABRICATION: �
<br /> A. THc A41 A117 "A89R_VIATED fORM OF AGREEMENT BETWEEN TENANT AND CONiRACTOR", SHALL GOVERN THE WORK AND RESPONSI91LIiY FOR DEFECTNF INSTALLITION CAUSED BY PRIOR OBSERVABLE CONDITIONS. a, SELF-LEV=LWG TYP�S: �
<br /> � � � G. TESTING IABORATORY SERVIrF;; d. FORM RELEASE AGENT: THAT WILL NOT BOND WITH, STAW OR ADVERSELY AFFECT CONCRETE SURFACES, AND WILL NOT IMPAIR SUBSEQU_NT 1. SHOP ASS_MBLY: • � .
<br /> 1. THE i=NANT WILL ARR NGE FOR THE SERVICES OF N WDEpF T T' TREP,TMENTS OF rONCRETE SURFACES WHEN APPLIED TO MOST FORMS OR FORM LINERS. 1) MAPF� CORPORATION 'ULTRATOP". S=LF-LEVFLING ABRASION-RESISTANT TOPPING. a. FABRICATE ITE�AS WITH JOINTS TIGHTLY FITTED AND SECURED. �
<br /> 007200 GENERAI.CONDfiIONS A A _ND_NT ESTING IABORATORY TO WSPECT�ND TEST rIE WORK TO VERIFY COMPLIAPlCE p 2) ARDEX INC. "K-500° SELF-L=V�LING CONCRETE TOPPING. o. FIT AND SHOP ASSE618LE SECTIONS IN LARGE�T PRACTICAL SIZ�S, FOR HANDLING. � � .
<br /> A. TH= "GcN=r2AL CONDITIONS OF THc CONTi2ACT FOR CONSTRUCTION,"AIA DOCUMENT A201, 1997 FDITION, SHALL GOVERN THE WORK. COPI_S MAY BE WITH THE CONTRACT DOCUMENTS. RE^rORTS OF AlL INSPECTIONS AND TESTS SHALL BE SI)gMITTED TO THE TENANT FOR RE`JIEW. -. PREFABRICATED CONTROL JOINT: BURKE "PU'STIC ZIP STRIP JOINT FORMER", OR FQUAL.
<br /> � � 2. CONTRACTOR'S RESPONSIBIIITIES: f. CURWG MATERIALS: b. TROWELABLE TYPES: c. ,RIND EXPOSED W_LDS FLUSH AND SPd00TH WITN A�JACENT FINISHED SURFAC=. EASE EXPOSED =DGES TO SMALL UNIFORM RADIUS.
<br /> OBL,INcD„T A NOMIiWAL CH�2GE FROM THE AIA OFFICE, 1911 1ST AVE, SfATTLE, WA 98101; 206/448_4938. 1 WATERPROOF SH=ET MATERIAL: ASTM C171 MINIh4UM 4 MIL POLYETH'fLENE SHEcT OR REINFORCED 'NATFRPROOF KRAFT PA?ER. 1) MAPEI CORPORATION °61ARECEPJ� 100" FAST-SETTING TOPPING h10RTAR d. MAKE EXPOSED JOWTS TIGHT, FLUSH, AND HAIRLINE.
<br /> �� � �� F � "r� � ^ � � c a. COOPERATc WITH TESTING A90RA70RY PERSONNE�, AND FURNISH ACCcSS, TOOLS, SAMPLES, CERTIFICA7IONS, TEST REPORTS, DESIGN MIXES, � ' F F i
<br /> B. TH= FO__OWING SJ??__M_NTS TH_ �_N_R„L CONDITIONS Of THE CONTRACT FOR CONSTRUCTION,"AIA DOCJP,1_NT A201, 19J7 EDITION. ALl UNALT�RED ��� 2) ARDEX INC. "CD" SELF-DRYING CONCRFTE DRcSSING. e. FILL IMPERF=CTIONS WITH PIASTIC AUTO BODY FILI_R AS NECESSARY FOR A ;MOOiH EV_N FINISH.
<br /> F F � r i EQUIPMENT, STORAGE, AND ASSISTANCE AS REQUESTED BY T�ic TESTIP�G LABORATOR'f. 2) CURIPlG COMPOUND: ASTM C309; CLu�R OR TRANS_J.ENT WITH FUGITIVE DYE; MOISTURE LOSS NOT MORE THAN 0.055 GR./SQ.CM. WH�N �I I � - -
<br /> PROVISIONS OF TH_ G_N_RAL ,ONDITIONS SHA_L REMAIM IN EFFECT. F F � D. ACCESSORIF;; FURNISH PRIMERS, PATCHING COMPOUNDS, AND SAPdD �II_LFRS AS RECOh1MEND=D BY TRE UNDER�YMFplT MANUFACTURER fOR THE E W�_DS SHAL_ BE CONTINUOUS.
<br /> ,n� b. NOTIFY TENANT AND TcSTING LABORATORY 48 HOURS PRIOR TO EXPECTED TIME FOR OPERATIONS REQUIRING INSPECTION AND TESTING. WHEN TESTS TESTED IN ACCORDANC_ WITH ASTM C156 AND APPLIED IN A SINGLE COAT Ai THc MANI�FACTURERS RECOMMENDED RATE. _U,LID CHFMICA.L �
<br /> RTICLE 1 CcNcr2AL PROVISIONS CONDITIONS OF THc PROJECT. FABRICATION OF ELEMENTS TO RECENE GALVANIZED COATINGS:
<br /> � � OR INSPECTIO�S CANPJOT BE PERFORMED, THROUGH THE F�ULT OF TH_ CONTRACTOR, REIMBURSE THE TENANT FOR THE ADDITIOPIAL COSTS C0. "SUPERFl00R COAT" OR °FLOORCOAT," OR APPROVEp. � i. FABRICATE IN ACCORDANCE WITH TRE APPLIrqgLE RE
<br /> A. DD TH_ FOLLOWING NcW SU�P�Gr2,PHS TO 12 CORREL4TION �ND WTENT OF THE CONTRACT DOCUMENTS: E. THOROUGHLY MIX UNDERLAYMENT MATERIALS FOR FACH iYPE OF PRODUCT IN PROP_R PROPORTIONS TO „CHIEVE SMOOTH H04fOGENEOUS MIX, FREE OF QUIREM_NTS OF AiTPd A143, A334, AND A385.
<br /> "1.2.; DIVISION t SPcCIFIrpTION SErTIONS- GENEWIL RE(�UIREMENTS, GOVERN THE EXECUTION OF ALL SECiIONS OF TFIE SPECIFIrqTIONS. INrURR_p, D. CONCRETE MIX: LUMPS. 2. REMOVc WELDING SLAG AP1D BURRS PRIOR TO GAL�/APdIZIN,.
<br /> c. REMOVE AND REP�CE ALL 640RK FOUPlD NOT COMPIYIPI, WITH THE COMTRACT DOCUMENTS. REMEDIES SHALL BE IN ACCORDANCE WITH THE t. MIX CONCRETE IN ACCORDANCE NITH �STM C94, MINIMUM 3000 PSI 28 DAY COMPRESSIVE STREiVGTH. 3. A`JOID fABRICATION 1ECHNIQUES W'HICH COU�D CAUSE DI;�ORTION OR EMQRITTLEMENT OF TNE STEEL
<br /> "1.2.o TH= R=F=R=NCE STAIJDARDS REFERRED TO IN TH= CONTRACT DOCUMENTS SHAL� BE THE EDITION W EFFECT AT THE TIME OF THE 2. ALL CONCRETE SNALL CONTAIN TNE SPECIFIED 'JJATER REDUCING OR HIGH RANGE 'NATER R_DUCING ADMIXTURE. F. PREPARATION H. SPECIAI FABRICATIOP! REQUIREMcNTS:
<br /> CONTRAC7 DOCUP�_NTS AND CODE REQUIREMENTS.
<br /> � AGRccM=NT, UNL=SS SP_r���rpi iY STATED OiNERWISE. Li S P F F F 1. INSPECT FLOOR TO UERIrY THAT DEti10LITI0N IS COMPLETE TO THE POWT 'r4HERE WORK MAY PROGRESS.
<br /> d, IF INITIAL TESTS AND INSPECTIONS IPlCICATE DEfIrIEPdT WORK THE CONTRACTOR SHA�L REIMBURSE THE TEPdANT FOR THE COSTS OF ALI_ 3. A_ IABS LACED AT AMBI_NT T_MPERATURES BELOW 50 DEGREES F SHALL COPITAW TN= SPECIFI_D ACCELERATOR. � �
<br /> , r � r F � i. BIDDcR DESIGNED R?,ILINGS: COORDINAL NITH OTHER FABRICATORS AND INSTALLERS A; NECESSARY TO ACCOMMODATF INSTALLATIOPI OF R;ILING
<br /> "�,p,7 =Xr,FpT AS OTHERWISE ?ROVIDED lid THE AGRE=MENT, DOCUMENTS NUMQERED 000000 THROUGH 004999, AND BOUND li� FROPJT OF THF SU3SEQUENT TESTS AND INSPECTIOPJ� R�L4TED TO THE DEFICIcNCY. 4. ALl CONCRETE REQUIRED TO BE AIR ENTRAINED SH�LL CONTAIN AIR ENTRAINING ;1DMIXTI)�_ TO PRODUC= 4% TO 6% AIR. 2. SURUcY FLOOR AS NE,ES_ARY TO SET SCRcEDS AND REFEREN,E POWTS. IDENTIFY CONSTRUCTION JOINTS. PR_P„RE FOR UNDERLAYMENT AT ALL SYSTEM .
<br /> 'G=N=�,AL CONDITIONS OF TH= r,pNiRACT FOR CONSTRUCTION' IN THE PRO ECT MaNUAL COPl�IST OF INTRODUr,TORY WFORMATIOPJ BIDDWG n LOCATIONS WHERE FLOOR DOES NOT MEET SPECIfIED TOLERANCE REQUIREMENTS. S
<br /> � , e. ALL DAMAGE 1NHICH MAY OCCUR TO THE WORK AS A RFSUI_T OF NORMAL TESTING OPERATIOPlS SH�LL BE REPAIRED TO MATCH SURROUNDING 5. ALL ARCHITEGTURAL f,ONCRETE, AND CONCRETE WITH A REQUIRED WATER/G_MF_PJT RATIO OF 0.45 OR LOWER SNALL CONT„IN A SUPERPIASTICIZFR. F i , I. ;NOP FIPIISH=S: SEAL
<br /> REQUIR_M_NTS, AND INFORMATION AVAILABLE TO THE CONTRACTOR, AND ARE PJOT PART OF THE CONTRACT. SURF�CES. 6. ALL CONCRETE PIACED IN AMBIENT TE6IPERATURES FROti1 40 DEGREES F TO 20 DEGREES F SHALL CONTAIN A FRE_ZE PROTECTION ADMIXTURE AT THE 3. ENSURE THAT SUBFLOOR IS CLEAN, DRY, HARD, SOUND, AND FREE OF OILS, OR OTH_R SJBSTANCE THAT NOULD AFFECT ?ROPER BONDING AND �. HOT DIP GALVANIZING: ' �
<br /> CURING.
<br /> � il r .
<br /> B. ADD THc r0__OWING N=W SUBPA�21�R?,Prla TO 1.4 INIERPRETATION: f. SCHEDULE TESTING APlD INSPECTION SO TNAT THE WORK Of TESTING AND INSPECTION ?ERSONNEL WILL BE AS CONTINUOUS A.PlD BRIEF AS MANUFACTURER'S R=�UIRED DOSAGE. � � �� t i o. STE=L FABRICATIONS SHALL BE GALVANI7_ED IN ACCORDANCE WITH ASTPd A123. BOLTS, NUTS, WASHERS, AND OTHER HARDWARE SHALL BE
<br /> 9 "1.;.2 SP=CIFICATIONS AND NOTFS AR= WRITTEN IN IMPERATP✓E AND ABBREVIATED FORM. IPdPERATNE �NGUAGE OF THE TECHNICAL SECTIONS IS POSSIBLE. E. FORMWORK ERECTION: 4. VERIFY THAT „L_ AREAS TO BE LV_L-D ARE AT OR B__OW FINAL D=SIGN ELcVATION. GRIND DONN HIGH SPOTS AS hECESSARY TO MEET SP_CIFIED GALVANIZED IN ACCORpANCE WITH A153.
<br /> �r� �. r ^r r F � � r� i � r F r F �
<br /> TOLERANCE REQUIREMENTS. •
<br /> DIR_,LD AT Tn_ ,ONT�,TOR UNLESS SPECIFICALLY NOTED OTHERVJISE. IN,ONPIET_ ScNT_N,�S SHAL_ B_ CJMPLEi_D BY INSERTING 3. TESTS AND INSPECTIONS SHALL BE IN ACCORDAN,E WITfl CODE R= UIR_MENT�. � � � �, � � _.
<br /> � Q 1. USE PLYWOOD FORh1S, UNLESS SPcCIFI�D OR APPROVED OTriERNISE. b. SURFACE FINISri. THE GAL/ANIZED COATINGS SHALL B� CONTIiVUOUS, FIRM�Y ADNERED, SMOOTH, A�lD FREE FROh4 DEFECTS.
<br /> „ , , G. A?P�JCATION ,
<br /> "S�iALL" "SnALL 8='" "TnE CONTRACTOR SHALL AND SIMIfAR MANDATORY PHRASES BY WFERENCE. THE WORDS SHAL� BE SHALL BE 2. TOLERANCES: COMPLY WITH ACI 301 T 4 1 - '" � � � � , � � r i � i � r i �° c r �
<br /> , , ABLE .3. TOLERANCES rOR FORP,4_D SURFACES. 1. INSTAI_L TROWEtABLE UNDERAYMENT AT lOC„TIONS WHER� SLOPcS ARE WDICATED AND AT OiHER LOCATIONS �JHERc TAP�RED FILL IS NECESSARY TO c. LOCATIONS. PROVIDE HOT DIP �A_VANI_WG FOR ��L META_ rABRICATIONS IN EXTERIOR OR MOIST ,ONDITIONS, UN_E�� OTHERWIoE INDLAT_D. �`�,,�
<br /> SUPPLI_D BY INF_REPlC= WHF��A C01_ON : IS USED. 015000 TEAIPORARY FACILIiIES AND CQMROLS F. REWFORCEMENT: UNLESS OTHER'NISE APPROVED BY THE ARCHITECT, PLU,AND COLD GALVANIZE VFNTI�TION AND LI'rIING HOLES WHICH WILL BE EXPOSED TO �����- �
<br /> , �) , F � , ALIGN 7HE FINISHED SURFACES OF THE VARIOUS FLOOR fINISH PdATERIALS.
<br /> �� � �� � �� � �� �� F , �. , � A. TEMPORFlRf UTILITIES. PROVIDE TEMPORARY UTILITIES, SERVIC_S, AND CONSTRUCTION AS R�QUIRED TO PERFORM TrIE WORK. COORDINATE ALL TEMPORARY 1. FABRICATE AS INDIrpTED AND JN �CCORDANCE WITH ACI 315. � _ � � � � MOISTURE PENETRATION IN TNE FINISHED NIORK. � ° �`'
<br /> 1.,.3 Wrl_R_ AS SrIOWN, AS DETAIL_D, OR �IORDS OF SIMILP,R h1EANIN� ARE USED, REFERENCES TO THE DRANWGS AR_ INTENDED UNLESS 2. IN�TALL SEI_F I_EV�LING UND�RIAYMcNT AT FXISTING CONCRET� SIAB SURFACES TO CORRECT S�B FLATNESS AND IEVE�NESS. e, .
<br /> ,. ,,,. � ,� � „ � „ „ » •, „ „ „ „ � . FACILITIES AND CONTROLS WITH THc TF_NANT. 2. PLACE, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPIACEMENT. �� � � � � � 2. SHOP RNISNING OF NODI-STAIN�_SS ST_EL CLEAR-COATED HOT-ROLLED STEEL: � ° " •
<br /> STATcD OTn�RWISc. 14rIcRc AS DIR�CTED, AS REQUIRED, AS SELECTED, APPROVED OR WORD� OF SIh11LAR M�APJING ARE USED, IT SHALL 3. PRWIDE ,�M�NTITIOUS TOPPINGS AT LOCATIONS TO REh9AIN EXPOS�D W TriE FINISr1ED WORK. � ) �. .
<br /> t. =L_CTRIr,ITY: CONNECT TO EXISTIPlG S=RVICE. TENAPdT NlILL PAY COSTS OF ENERGY USED. TAKE MEASURES TO CONScRVE _NERGY. F � � � , , � � � � � � . " �� �'�° °�°
<br /> , � , „ ,� , �, � , ,. �� � , ,� ,� S. LOCAT_ REIPIFORCING SP_ICES NOT INDICATED ON THE DRAWINCS AT POINTS Or MINIMU�d STRESS. r F � � I � � � a. USc HANDLING M�THODS TO PR�SERVc HOT ROU_ED MILL SCALE TEXTUR� AND B�U�-�fL1Y PATINA. �
<br /> Bc UND�RSTOOD TriAT BY Tric ARr�{�TEr,T FOLLOWS UNLESS ST„TED OTrIERWbE. AS NEC�SSARY SNALL BE UNDERSTOOD TO MEAN AS �. � � 4. SET S,REFDS, MARKERS, AND REF_R_NCE BLO,K�. SET SCREEDS AT A_L COPdSTRUCTION AND CONTROL JOWTS TO _STABLISH WEAKENcD PLAN� xx�,y .
<br /> 2. LIGHTIN�. PERMANENT LIGHTING MAY BE US�D DJRING CONSTRUrTION. PROVIDE ADDITIONAI TEMPORARY I_IGHTING AS RFQUIRED. MAINTAW LIGHTIP�G G. SUBSEQUENT TREATMENT FOR FORMED SIJRFACE; JOINTS IN UNDERIAYME�lT. b. DO NOT CUT STcEL NlITH A TORr;�; CUT STEEL WITH A BLADE. , j
<br /> N_C=SS�2Y FOR A COMPLET= �ND FULCf fUNCTIONING INSTALLATION IN ACCORDANCE WITH REQUIREMENTS OF TH� CONTRACT DOCUMENTS, AND h1AKE ROUTINE REPAlRS. � ���p�������
<br /> 1. SANDBLAST ARCHITECTURAL CONCRETE SURFACcS. REMOVF SI�RFACE �AORTAR ONLY FOR �AINT ADNERENCE. FXACi DFGRF� OF BITF SHALL BE c. IF THE METAL IS SCRATCHcD OR H�S A POOR PATIN D THE FOLLOWING -F�/
<br /> A?Pllrqgi= r,ODES AND JURISDICTIONAL RcQUIREMENiS AND ArCEPTED TRAU_ PRArTIrES." °FURNISH" MEANS "CONTRACTOR SHALL PROCURE 5. INSTALi_ UNDERLIYMENTS AND TOPPINGS IN ACCORDANCF WITH THE MANUFACTURERS' REC061MENDATIONS. WNERE SUBSEQI�ENT FINISHWG OF TH= A 0 Yay-y�y ��t,tC t,�l.�pl�
<br /> . . 3. HEATING AND VENTIL1ilON: PERMANENT SYSTEM MAY BE USFD. TH= TENANT WIL PAY FOR THE COST OF ENERGY USED. MAINiAIN SYSTEM DURING pFTERMINED BY TR= ARCHITECT. " il ED �LO T T �V i F T T L 1 HEAT METAL TO 150' F TO ELIMINATE ANY '�NATER.
<br /> �Jt"14t�lJ�4Tiiy�!l�I�ikA 1,4�_ i
<br /> ?AY FOR ��D DcLIVER"• "INSTAI C' MEANS "CONTRACTOR SHALL SET IN POSITION ANU CONNECT OR ADJUST FOR RNAL USE" °PROVIDE' MFANS OPERATION. � , , � � � MATERIAL I� REQJ R , r A 0 L_ EL SJR ACE. DO NO ROWE . )
<br /> � � � 2. WHERE FLUID APPLI�D YJATERPROOFING IS SCHEDULED OR INDICATED, GROUT FILL ALL ROCK POCKEiS, TIE HOLES, AND OTriER SURFACE IMPcRFcCTIONS F � �r F F � � � F�
<br /> " r � ii �i � " 4. WATER: UTILIZE EXISTING FACILITI�;. TEN NT ILL P Y FOR ATFR � , � � � ,. 6. APPLY PRIM_R TO AL AREAS TO R_�EIV_ UPJD_R�YM_NT AND TOPPINGS; REPEAT APPLICATIONS IF NECES�ARY TO ACHIEVE PROPER BUI_D. 2) ALLOW TO C00_. REMOVE APlY SURFACE RUST WITH A SCo1CH BRITE PAD OR STE__ WOOI. '
<br /> CONTR,1',TOR SrIA_ rJRNISrI AND WSTALL. A W A W _ USED. TO CREAT� A SMOOTH SURFACE READY TO RECEIVE THE NATERPRCOF MEMBRAN�. GRIND CONCRET� rINS AND OTHER SURFACE PROJECTION, FL1i 7, MIX MATERIALS AND POUR OR PUMP AND S�UE�GEE IDlTO PLAC= TO ACRIEVE AP?ROPRIATE TRICKN=SS. PROVIDE FILL THIrKNESS AS NECESSARY TO d. APPLY TWO COATS OF CLcAR UR=THANE. �
<br /> ARTICLE 2 T=NANT 5. SANITARY FACILITIES: PROVIDE AND MAINTAIN REQUIRED ^rORTA�I= FACILITIES AND ENCLOSURES. WITH ADdACENT SURFACES. FLpOR RNISHES 'JlITH ADJACENT FLOOR SURFACES. 3. SHOP PRIMING OF PAINi_D STEEL COMPON�NTS:
<br /> NO MODIFICATION�. B. CONTROLS: H. SLABS: 8. FINISH TO A SMOOTH UNIFORM SURFACE.
<br /> ARTICLc 3 CONTi21CTOR t. DUST CONTROL: PROVIDE POSITIVE METHODS AND APPLY DUST rONTROL MATERIALS TO MINIMIZE RAISIiIG DUST FROPr1 CONSTRUCTION OPF�ATIONS, AND t, EXPANSIOPI JOINTS: �. PREPARE SURFACES IP1 ACCORDANC= WITH THE FINISH COAT MANUFACTURER'S ftECOMMENDATIONS, AND AS SPECIRED BELOVL
<br /> �. DEIETc SUBPAr2",GRAPH 3.7.1, AND SUBSTITUTF THE FOLLOWING: PROVIDF PpSITIVE MEANS TO PREVENT AIRBORNE DUST FROM DIS?ERSING WTO THE ATMOSPHERE, a. PLACE EXPANSION JOINTS WHERE EXTERIOR SLABS ABUT CONCRETE VJA�_LS TH_ BUILDING PERIMETER AND OTHER FIXED OBJECTS ABUTTING OR 9. CURE IfJ ACCORDANCE WITH THE ��ANUFACTUR=R'S INSTRUCTIONS. b. SOLVENT C�EAN IN ACCORDANCE WITH SSPC SP-t; ABRAUE 6ALVA�IZED SURF?,CES WITH A METAL PRcPARATION PAD.
<br /> ' � H. TOLERA CES: �
<br /> r F � � r � � N c. SPRAY AP?LY PRIhicRS IN ACCORDANC WITH TH MANUF CTUR_R'S RECOMP END TI `�. � T �I FI LD pPLI TI
<br /> "3J.1 UNLcSS OTHcRWISc PROVIDED W THE rONTRACT DOCUMENTS THE TEN?,NT WILL PAY FOR THE GENERAL PL4N CHECK FEE AND TH= 2. �VATER �ONTROL COMPLY WITH APPLICABLE JURISDICTIONAL R_4JIR�M=NTS RE�ARDING WATER USAGE, CONSERVATIO�J, DETENTION, PO_LUTION, AND JJITHIN THE S�B AREA. AT EXTERIOR SIDEWALKS PLACE EXPANSION JOINTS AT MAXIMUP� 20 FOOT WTERVALS UPlLESS OTHERVIISE INDIrq�Er�, E E A d A ON� APP_Y PRIMERS 0 REC_VE E A CA ON OF FINISH
<br /> BUILDING P=RMIT. TnE COPlTRACTOR SHAL� SECURE AND PAY FOR �I_L OTH=R PERMITS GOVERNMENTAL FEES !ICcNSES AND INSPECTIONS ?ERMITS. b. PLACF pFRPENDICULIR TO LOPlGITUDINAL AXIS OF WAL�AND CURBS. 1. VERY F�AT; LEVEL TO WITHIN 1/8' IN 10 FEET FF50, FL30 OVER LEST AREA; FF25, FL1� LOCAL 691NIMUM. COAiS AS SPECIFIED IN SECTION 099000.
<br /> ��� � ' ' � C. MAINTAIN PEDESTRIAN AND VEHICULAR ACC=SS TO SITE AND INITHIN SITE TO PROVIDE UNIPI7ERRUPTFD ACCESS: r, FORM EXPANSION JOINTS WITH JOINT FII LER. RECESS JOINT FIL�ER 1 2 INCH BELOW FINISHED f,ONCRFTE SURFACE TO RECEIVE SEALANT 2. RAMFS: 1/4" PER FOOT SLOPE. d. EXCEPT FOR SUR�ACES INDICATED TO Bc FIELD W�LDED, fOAT ALL SURFACES OF FABRICATION, WHETHER OR NOT EXPOSED TO VIEW IN INSTALLED
<br /> N_,cSSARY FOR THE ?ROPER EXECUfION AND COMPL_TION OF THE NORK." � POSITION.
<br /> �2TICLE ; ADMINISTR;TION 0�THE CONTRACT i. TO TE�4PORARY CONSTRUCiION FACILITIES, STOR1GE AND �VORK?,�EAS. SPECIfiED IN SECTION 079200. I. CL_ANIPJG: AS WORK PROrEEpS, r,iEAN UP EXCESS PdATERIALS, RUBBISH, AND SPLASH. , ,
<br /> 2. FOR USE BY PERSONS ADID EQUIPMENT INVO�VED IN CONSTRUCTION OF PROJECT. e. MAINTAIN AT LFAST ONE COAT OF PRIMER AT ALL TIP,4ES DURING INSiALLATION. IMMEDIATELY PATr,;� DAMAGED rpATINGS.
<br /> ,A. ADD T�ic FOLLOWING S_NT_NC= TO SU�PA�IGRAPH 4.2.4: d. TCOI EXPANSION JOINTS TO 1/4 INCH RADIUS. i. FINISH COAT SHALL BE FREE OF DIRT, fLOW LIN=S, SAGS, BLISTERS, PINHOL_S, AND OTHER SURFACE 164PERFECTIONS. �
<br /> 3. FOR USE BY EMERGcPlCY VEHIC�ES. pMSION 4 - MASONRY
<br /> "COPIES OR MEMOS OF AI_L DIRECT COMMUNICATIONS BETWEEN THE TENAUT AND CONTRACTOR FACILITATING CONTRACT ADMINISTRATION SHALL 8= e. DISCONTINUE REWFORCIP�G AT THE EXPAPJSION JOINT. USE GREASED OR SLEEVED R=INFORCWG AT THF JOINT. LOCATIONS: PROVIDE AT ALL EXTERIOR METAL FABPoCATION EXPOSED TO VIEW, AND OTHER FABRICATIONS AS SCNEDULED. DO NOT PRIM_
<br /> ?ROM?TIY Tr2ANSMITTcD TO THE AFiCHITECT BY THE PARTY INITIATING THE COMMUNICATION." 4. TO MINIMIZE IMPACT ON ADJACENT OPER?,TIOPIS. 042115 ADHERED BRiCK kIPSONK'(VENEER 9
<br /> 2. CONTRO� JOWTS: SIJRFACES TO Bc fIELD WELDED.
<br /> D. RRE SAFETY: COMP�Y WITH A?PLICA,BLE PROVISIONS OF UFC ARTICLE 87 FOR FIRE SAFEiY DURING DEMOLITION AND CONSTRUCTION OPERATIONS. A. SUMMARY
<br /> ,'�2TICL_ � SUBCONTRACTORS a. MAKE JOWTS STRAIGHT; PERPENDICULAR OR PARALLEL TO BUILDING LINES AND S�B =DGES, AS APPROPRIATE
<br /> F_, TFhqPORAR'f CONSTRUCTiON: 1. SECTION INC�UDES: J. INSTAlL4TI0N:
<br /> �. ADD TNc FOLLOWING N=W SU3P�Gr21PH TO 5.1 DEFINITION: � b. CONTROL JOIPlTS SHALL BE SAW CUT OR TOOLED, UNLESS INDICATED OTHERWISE.
<br /> 1. OBTAIP! APPROlAL FROM BUILDING OWNER FOR AL MODIFICA(IONS TO EXISTING SYSTEMS OR FACILITIES NOT INDICATED. a. MORTAR SET BRICK VEN=ER. 1. INSTAI L ALL WORK OF THIS SECTION S=CURELY, IN ACCURATE ALI,PJMENT, AND AS INDICAiED ON THc DRANIINGS AND APPROVED SHOP DRAWINGS.
<br /> c. RADIUS TOOLED CONTROL JOINTS TO MATCH EXPANSION JOINTS.
<br /> "5.1.3 THE T=RMS "INSTALLER,' 'FA9RICATOR,' AND 'SUPPLIER,' AS REFERENCED IN THE CONiRACT DOCUMENTS, OR IN THE CONTRAr,T DOCUMENTS, ?. � OV T� P "' T ��IITI 'HF i F i F ri r 2. TOUCH-UP AL� SHOP PRIMING COATS DA.MAGED DURWG TRANSPORTATION AND ERECTION USIP�G THE PRIMIP�G PAINT SPECIFIED FOR SHOP PRIMIPJG.
<br /> R M E �M ORARY �fS EMS OR rA�L ES tN _N JS_ IS NO _ONGER R_QUIRED. ._EAN AND REPAIR DAMAGE CAUSED BY IPdSTALL!�TION OR USE OF d. CONTROL d01NTS SHALL PcNETRATE THE SLAB A MINIMUM OF 1�4 THE THICKNESS OF THE SL46 AND SHALL BF 3�16 INCH IP! '�NIDTH MINIMUM; b. EMENTITIOUS BAGKER BOARD. � .
<br /> REFcR TO TH: CON7RACTOR, A SUBCONTRACTOR, OR A SUB-SUBCONTRACTOR." iEMPQRAR'(SYSTEMS OR FACILIiLS. B. SYST=M DcSCRIPTION 3. ADHESIV_LY APPLY STAINLESS STEEL PANELS TO PLYWOOD BACKER. •
<br /> ARTICLE o CONSTRUCTION 3Y TENANT OR BY SEPARATE CONTRACTORS F. f,ONSTRUCTION CLE?NING: 1/4 IPlCH WIDTH IN SIDEWALKS. 1. TH= SYSTEM CONSISTS OF EXTERIOR THIN BRICK VENEER ADHERED TO APPROVED BACKER BOARD MATERIAL WITH C=MENTITIOUS GROUT OR THIN-SET
<br /> NO MODIFICATIONS. 1. CONTROL ACCI)MULATION OF WASTE MATERIALS AND RUBBISH. DAII_Y DISPOSE Of OFF-SITE OR IN APPROVEQ CONTAIPlFRS ON SITE.. e. LOCATE CONTR01_JOINTS AT LCCATIONS INDICATED. WHEN NOT INDICATED, SPACE AT 32 TIMES THE SLAB �EPTH. MORTAR.
<br /> ARTICL 7 Ci-41NGcS IN THc WORiC 2. �dAINTAIN ARv1S FREE OF DUST AP�D OTHER CONTAMINANTS DURWG FIPJISHWG OPERATIOilS. f. ALIGN JOINTS WITN C01_UMN LINES WNEN EVER POSSIBLE. JOINTS SHALL FORPd RECLANGULAR PANELS WITH TNE LOPI, SIDE LESS THAN 1-1/2 2. APPEARANCE: DESIGN EXTERIOR ADHERED MASONRY SYSTEM TO CONFORM TO THE GENERAL APPEARANCE AS INDICATED ON THE DRA�NIPIGS, IPlCLUDING DMSION 8 -WCOD AND PIASi1C
<br /> NO MODIFICATIONS. � 71MES THE LENGTH OF THE SNORT SIDc. PROVICE CIRCULAR OR DIAMOND SHAPED JOINT LINES AROUND COLUMNS. LOCATE CONTROL JOWTS AT LOrATIONS OF JOINTS, SHAPES AND DIMENSION POINTS. 061000 ROU6H GARPENiRY �
<br /> ARTICL= 3 TIA�E � O1ri000 PRODUCT ftEQUIREMENIS REENTRANT CORNERS. COORDINATE WITH PLACEMENT OF J01�lTS IP! TILE SURFACES. 3. ADHERFp MASONRY 4ENEER: ADHERED (MORTAR-SET) BRICK VENEER SHALL COMPI_Y WITH THE APPLICABI_E R��UIRcMENTS IN SECTIOP� 1405.9.1 AND A• SUMMARY: � �
<br /> � A. ADD TH= FOLLOWWG NEW SU�PaRAG�,IPN TO 8.3 DEL�YS AND EXTENSIONS OF TIME: A. DELIVER'f, STORaGE AND HANDLING: 3. CONSiRUCTION JOINTS: PiArE AT EITHER EXPANSION OR CONTROL JOINT LOCATIONS. SECTIONS 5.1 AND o.3 OF ACI 530 �ASCE 5 � TMS 402. 1. BLOrKING. �
<br /> "3.3.; SriOULD�! EXTENSION OF TIME 8= GRANTED E3Y THE TENANT TO THE CONTRACTOR, THE CONTRACTOR SHALL INDEP,�NIFY AND SAVE 1. TRANSPORT AND HAND�E PRODUCTS BY METHODS TO AVOID PRODUCT DAMAGE. 4. S�B FINISHES: 2. PLYWOOD TERMINAL BACKBOARDS.
<br /> i � � 4. REQUIRED ADHESION: ADHESION DEVELOPED 9ETWEEN ADHERED BRICK VENEER UNITS AND BACKING SHA�L HAVE A SFIEAR STRENGTH OF AT LEFlST 50 � .
<br /> N,�M�� S 7H T�NANT FR M THE LOSS TO ANY SUBCOPlTRACTOR CAUSED BY SUCH EXTENSION Of TIME." 2. MANUFACTURED PRODUCTS SHALL REMAIN IN MANUFACTURER'S CONTAWERS OR PACKAGING, UNTIL READY FOR INSTALLATION. a. FULL TROWE_ FINISH: INT_RIOR FLOOR SLAB SURFACES, Uh.LESS SPECIFIED OTHERWISc. � B. QUALITY ASSURAPJ,E.
<br /> __S E _ 0 POUNDS PER SQUARE INCH (PSI) (0.34 MPA) BASED Oi! GROSS UNIT SURFACE AREA, OR SHALL Bc ADHERED W COMPLIANCE WITH ARTICLE 3.3C OF
<br /> ARTICL= 9 a�YA1_NTS AND COMPL�fION 3. UNLESS SPECIRED OTHER'PJISE, STORE PRODUCTS W �CCORDANC= WITH h1ANUFACTURER'S INSTRUCTIONS. b. LIGHT STEEL TROWEL FINISH: INTERIOR FLCOR SL�.B SURFACES SCHEDULED TO RECEIVE TILE, TERRAllO, OR OTHER SIMILAR BONDED MATERIALS. i. REGU�TORY RE�UIREMENiS: WORK SHALL CONFORM TO TH= REQUIREMENTS OF THE JURISDIrTIONAL CODE AUTHORITIES. �
<br /> c. BROOM FINISN: cXTERIOR S�BS, SIDEPdALKS, AND CURBS. ACI 530.1 � ASCE o � TMS 602. C. DIMENSION LUMBER: �
<br /> ' NO MODIFICATIONS. B. PRODUCT OPTIONS AND SUBSTITUTIONS: 5. D'1NAMICS: DESIGN THE SYSTEM TO ACCOMMODATE BWLDING DYNAMICS PIITHOUi DAMAGF TO THE AUHERED BRICK�IENEFR SEALING SYSTEMS � �
<br /> d. CURED SABS INDICATEU TO BE EXPOSED IN THE FINISH WORK SHALL BE RESURF�C_D AND FIPJISHED IN ACCOR�ANCE WITH SECTIO�! 030103. i. LUMB=R SNAU_ BE MANUFArTURED IN ACCORDANCE WITH PS 20 AND SHALL BE STAMPED AND GRAD_D IN ACCORDANCE 'NITH W'NPA WCL13 NLGA OR
<br /> ARTICL= 10 PROTcrT19N OF ?_RSONS AND PRO?ERTY 1. WNERE SPECIRCATIONS INDICATE q SINGLE PROPRIETARY PRODUCT, SU9STITUTIONS WILL PlOT Bc CONSIDERED. FURNISH PRODUCTS SPECIFIED, EXCEPT 5. SLAB TOLERANCES: SLABS: CLASS B IN AGCORDANCE WITH ACI 301. ANCNORAGES, FASTcNING SYSTEMS, OR SURROUNDING CONSTRUCTION. BUILDING DYNAMICS IS DEFINED AS TH= SINGULIR AND COMBINED EFF�CT OF SPIB GRADING RULES. � � �
<br /> NO MODIFlCATIONS. VJHERE "OR APPROVED" IS USED. � L CURIPlG: WIND AND S=ISMIC �dOVEP�IENT, THER�dAL MOVEMENT, AND FLOOR OR ROOF DECK DEFLECTION. 2 MOISTURE CODlTENT: KII N DRIED TO 19� MAXIMUM MOISiURE CONTENi, EXCEPT FOR MATERIAL �VHOSE LFAST DI64FNSION IS 4 INCHES THICK OR �
<br /> ARTICL= 11 INSU�ZANC= ,AND BONDS 2 SUBSTITUTIONS WILL BE CONSIDERED ONLY FOR THE FOLL04VING REASONS: 1. MOISTUR= CURE AL CONCRETE fOR A MWIMUM OF 7 DAYS, UNLESS APPROV_D OR SPECIFIEO OTNERWISE. a. �v1AXIMUM WIND AND SEISh11C MOV_MENT SHALL BE CALCULATED AS A MAXIMUM STORY DRIFT OF .015 iIti9ES THF STORY HEIGHT. GREAT_R. � �� •
<br /> NO MODIFIr,pTIONS. � a. A PRODUr,T BECOME; UNAVAUABLE nUE TO NO FAULT OF THE CONTRACTOR. � b. 61AXIMUM FLOOR OR ROOF DEFLECTION SHA!l BE CALCUL�TED AS 1 � INCH. �� �
<br /> 2. A CURWG COMPOUND MAY BE USED ON A_L EXTERIOR SLA3S, SIDE'dJAIKS, AND CURBS. �- 3. SPECI_S: NEM-FIR, SPRUCE-PINE-FIR SPF, OR DOUGLAS RR LARCH, UNLESS WDICATED OR SPECIFIED OTHERWISE.
<br /> AR71r,i� 12 UNCOV�RING AND CORRECTION OF VIORK b. SU95EQUENT INFaRMATION OR CHANGES WDICATE THAT THE SPECIFIED PRODUCT WILL NOT PERFORM AS IPdTENDcD. � i � r� � � � ��
<br /> 3. A CURING COMFOUND MAY B= USED ON SURFACES TO RECENE SUBSEQUENT 90NDED FINISH MATERIALS, PROVIDED iHE CURI�I, COMPOUPlD IS a TH=RMAL MOVEMcP�T SHAL_ BE CALCUL4TED FOR A T_MPERATURE RAN�� OF FROh4 -20 DEGREES F. TO +140 DEGREES F. 4. HIT T R i F R �X `'F - r �� r � F r i
<br /> NO �10DIFICATIONS 3. DOCUMENT EACH SU9STITUTION R U ST WITH C061P ET ATA STA TI I r I F P TIT TI ITH ARC EC U A� _UMB_R G ADES: UN_ P0�_D NON STRU�TURAL AOOD FRAMING AND BLOCKIPlG WCI,ATED ON TH_ ARCHITE�TURAL DRAWINGS SHA�_
<br /> EQ E L E D SUB N ATN> COMPLANC_ OF PRO OSED SU9S U ON W CONTRACT DOCUMENTS. APPROVED I�� WRITING BY THE MANUFACTURER OF THE ADHESIVE OR THE BONDING FINISH h^ATERIAL. OR IS MECHANICALI_Y REMOVED PRIOR TO FLOOR o. WATER P_NETRATION: DESIGN EXTERIOR SYSTEM TO REMAJN WATERTIr,;�i UNDER PJLL WIPlD LOAD CONDITIONS, OR PROVIDE SErONDARY MEANS OF QO
<br /> ARTICLE 13 MISC_LLANEOUS PROVISIONS REQUESTS FOR SUBSTITUTION SHALL BE MADE IN WRITING TO TH= TENAPIi ON FORM APPROVED 8Y TENANT. LIMIT EACH REQUEST TO ONE PROPOSED 9� GRAUED AS FOLLOVJS:
<br /> INSTALL4TIOPI. PREVENTING VJATER WFILTRATION. a BLOCKING AND NAIIERS: "UTILITY - LIGHT FRAPdING," OR BETTER. � ��
<br /> NO MODIFICATIONS. PRODUCT OR SYSTEP�. FOR SUBSTITUTIONS PRIOR TO AGREEMENT, SIGNATURE AND PROJECTED COST DATA ARE NOT REQUIR=D. 4. APPLY A.LL CURIPlG COMPOUNDS APJD CURIP�IG COMPOUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. C. R�FERENCES L� �
<br /> ARTICLE 14 T_RMIrLATION OR SUSPcNSION 9F THE CONTRACT 4. A SUBSTITUTION REQUEST CONSTITUTES A REPRESENTATION THAT CONTR�CTOR: D. PANEL MATERIALS: �� �
<br /> NO MODIRrpTIONS a. HAS INVESTIGATED PROPOSED PRODUr,T AND HAS D=TERMINcD TNAT IT MEETS OR EXCEEDS, IN ALL RESP_CTS, THE SPECIFIED PRODUCT. � 1. AMERICAN NATIONaI SiAP�DaRDS INSTITUiE (ANSQ: 1. PLYWOOD: APA RATED SH-ATHING; r,D GRADE; EXTERIOR; PLYWOOD; THICKPdESSEs AS INDICATED. � �
<br /> b. SHALL PROVIDE TH= SAM� WARRANTY FOR SUBSTITUTION AS FOR SPECIFIED PRODUCL � Q30103 CONCRETE SEAIFR AND CONCRETE RESURFRCIMG a. A103.5 - INSTALLATION OF CERAP�IC TILE WITH DR'f-SEi PORT�ND CEh1FNT MORTAR OR L1TEX-PORTAND C_MENT MORTAR. 2. TERti11NAL BACKBOARDS: APA AC GRADE EXTERIOR; FIRE RETARDANT TREATED. � � �� .
<br /> c. WILL COORDINATE INSiAL��ION AND MAKE OTHER CHANGES THAT MAY BE REQUIRED FOR WORK TO BE COMPLETE IN AL RESPcCTS. �• SECTION WCLUDES: b. A108.10 - IPJSTAL�TION OF GROUT IN TILE'NORK. E. ACCESSORIES: � �� �
<br /> DMSION 1 - GENERAL REOUIREAIENTS d. iNAWES CtAIPdS FOR ADDITIONAL COSTS THAT Pl�AY SUBSEQUcNTLY BECOME APPARENT. � 1. PRcPARING cXISTING CONCRETE. c. A118.4 - I�TFX-POkTaND CEMENT MORTAR. L F�STENERS: � '
<br /> 011000 SUTAI�IAR7 � e. AGREES TO PAY AL� COSTS OF REDESIGN R_aT_D TO THE SUBSTITUTION. 2. APPLIGATION OF CONCRETE DENSIRER AND STAIN RcSISTANT SURFACE TREAT��IENT . D. DEFINI(IONS a. HOT-DIPPED GALVAN�ZED STEEL FOR EXTERIOR, HIGH HU�dIDITY, AND TREATED �VOOD LOCATIONS. I"'�"' � � �
<br /> A THI ?= IFICATION ID=NTIFI_S Rc UIR=MENTS FOR SEVERAL PROJECTS APlD MAY CONTAIN ELF,ti1ENTS PIHICH DO NOT APPLY i0 THIS PARTICUTAR PROJECT. I I r` F r` i B. PROJECT CONDITIONS L EXPANSION JOWTS: UNLESS OTHERWISE DETAILED, EXPANSION JOINTS IN BRICK FIF�f�S ARE SFp�NT-RLLED JOWTS TO ACCOhAMODATc EXPANSION AND F. WOOD TREATMcNT: �
<br /> . S S C Q 5. SJBSTITJTIONS WILL NOT BE ,ONSIDcR=D WH_N THEY ARE INDLA7ED OR IMPLIED ON SHOP DR4IJINGS OR PRODUCT DATA SUBMITT�LS. � F r �"°' '
<br /> 1. ENVIRONMENTAL CONDITIONS: WHER= AMBIENT AIR TEP�PERATURE DO=S NOT FALL WITHIN THE RANG= CF 40 TO 90 DEGREES FANRENREIT OR IN CONTRACTION OF BRICK AND POSSIBLE SJ9STRATE MOVEld_NT AT SLAE3 C0�lTROL AND CONSTRU,TION JOWTS. �,,,1,,,�
<br /> WH_Rc NOT_D W THE SPFCIFICATIONS, PI FaSE REFER TO THE DRAWINGS TO DEiERMWE WHETHER THE SPECIFIED E�EPJ�ENT APPLIc; TO THIS PROJErT, o. TENANT AND TENANT u9LL DEiERPdINE ACCEPTABILITY Of PROPOS_D SUBSTITUTION, AND WILL NOTIPt CONTRACTOR OF ACCEPTANCE OR REJECTION L RRE RETARDANT TR�T�d=NT:
<br /> B. US= OF PRcMIS=S: WITHIN A REASONABLE TIMF. CONDITIONS '�'JITH EXTREMECf HIGH RELATIVE HUMIDITY, SPECIAL APPLICATION PRODUCTS AND METHODS MAY BE R=QUIRED. CONTACT MANUFACTURER E. GUARANTEE a. FIRE RETARDANT TREAi A�L INTERIOR CONCFAL_D LUMBER AND PLYWOOD, AND OTHER WOOD AS INDICATcD OR SPFCIFIED. � �"� �
<br /> t �� N T� TNF I F NT T R SHALL HAV FR� N C AdP Tc US OF TH iT . FOR SPECIFIC JOB CONDITIONS AND TECHNICAL SUPPORT. 1. IN ACCORDANC= WITH SECTION 017700, FURNISH FROM TNE MORTAR AND GROUT MANUFACiURER, A FPJE YEAR WRITTEN GUARA�ITEE, EXECUiED TO THE o. PRcSSURE TR=AT LUMBER IN ACCORDANCc WITH AWPA C-20 AND PLYWOOD IN ACCORDANCc WITH AWPA C-21.
<br /> . UN__SS 0_D 0 _RWS_, CO iZ1C 0 E cE A D 0 LE E E S E C. GENERAL PRODUCT WSiALlATION REQUIRcMENTS: PERfORM WORK IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. DO NOT OMIT ANY PREPARATORY � �
<br /> 2. INSTALLER IS REQUIRED TO VISIT SITE AND VFRIFY CONDITIONS PRIOR TO BIDDING. OVJNER, AGAINST FAILURE OF MORTAR AiJD GROUT MATERIALS. �0
<br /> 2. COORDIPLATc CONSTRUCTION SCH=DU1= AND OPERATIONS VJITH TH= TENANL � STEP OR INSTALtATION PROCEDUR= UNLESS SPECIFIrqI LY MODIFIED OR EXEP,1PTED BY CONTRACT DOCUMENTS. i c. ALL FlRE RETARDANT TREATED W'OOD SHALL BAR A UL "FR-S" IABEI, OR A LA3E� FROh1 AN APPROVED INSPECiION AGENCY CERTIFYING THAT THE �
<br /> � 3. LIMIT NOIS_ PRODUCING WORK TO THE NOURS BETWEEN 7 AM AND 7 PM h90NDAY THROUGH FRIDAY, AND 9 AP,� AND 5 PM ON SATURDAYS APdD 3. PERMANcNT LIr,HTING SHALL 3E IN PL10E AND OPERATIONAL PRIOR TO COMMENCEMFNT OF THE WORK OF THIS SECTION. F. BR�CK MASONRY h1ATERl?,L HAS A fLAME SPREAD RATING NO HIGHcR THAN 25 WITH NO EVIDENCE OF SIGNIFICANT PROGRESSIVE r,OMBUSTION WHEN TESTcD IN �
<br /> , SUNDAYS. COOPc2AT= WITH T=NANT TO MINIMIZE NOISE IMPACTS OP� ADJACENT PROPERTIES. 4. `JARIATIONS IN CONOITIONS MAY�REQUIRE MODIFICATION TO PREPARATION�AND INSTALLATION REQUIREMENTS; FAILURE TO V�RIFY h40DIFICATIONS MAY 1. MANUFACTURER: THE BELDEN BRIGK COMPANY (CANTON, OH; 330-�151-2031) ACCORDANCE WITH A.STM E84. �� � �
<br /> 017329 CUTf1kG AND PATGHING RESULT IN AN UNACCEPTP.BL= FINISH. 2. T'fPE TBS; EXTRUDED THIN BRICK; SMOOTH TE;(TURE; STANDARD DIMENSIO�JS. � �
<br /> C. S?_CI�L WORK REQUIR=M=NTS: A. REPAIR EXISTING SURFACFS AND CONSTRUCTION AS NECESSARY TO f�,AKE WORK COMPLETE, WITH ALL COMPONEPdTS MATCHING AND CONSISTENT. i F, d. SITE TREAT SAWN EPJDS WITH APPROVED FIRE RETARDANT TREATMENT. ,�-, LL,
<br /> 1. COMPLY WITH, AL� D_SIGN AND CONSTRUCTION REQUIREMENTS OF TRE BUILDING OWNER. P�OTIFY THc TEPlA��T IMMEDIAIELY IF THF �UII_DING OYJNER'S B. PROVIDE A Sh100TH, EVEN, AND IPdVISIBLE TRANSITI,N TO P1EW CONSTRUCTION. WHEN FINISNcD SURFACES ARE CUT 50 THAT AN WVISIBLE TRANSITION WITH C. QUALITY ASSJRANC_. 3. "RUBIGO RED" SERIES. e. A?PROVED PRODUCTS:
<br /> i. INSTALLER QUALI�ICATIONS: 4. PROVIDE CORNER PI�rES, SiRETCNER CAPS AND CORNER CAPS AS REQUIRED. I�`�
<br /> Rc�UIR=MENTS CON�LIr,T WITH REpUIREMENTS OF THE CONTRACT DOCUMENTS. NEW WOP,K IS NOT POSSI�LE, TERPdINATE EXISTING SURFAC� ALONG THE NEAR_ST BR�K LINE, JOINT, OR CORNER. i) INTERIOR FIREPROOFING PRODUCTS: CLEAR FINISH PRODUCT, HiCKSON CORPORATION "DRICON", HOOVER TR�TED WOOD PRODUCTS
<br /> I F ^ F� a. APPLICATOR TO BE fAh11LIAR WITH THE SPFCIFIED REQUIREMF�TS AND THE METHODS NEEDED FOR PROPFR PERFORMANCE OF WORK OF THIS G. ACCESSORY �AATERI�I_S , � ,
<br /> 2. _IMIT USc OF PREMISES TO ONLY TnOS=ARFAS INVOLVED IN THE CONSTRUCTION OP_R„TIONS AND AS RE�UIR=D FOR ACC_�S. C. PATrHING OF EXISTING CONCRETE SLAB`i ON GRP.DE ,- � , � �� �� ��, „ � � �� � ,� � � „ "PYRO-GI)qRD," OSMOSE WOOD PREScR✓ING C0. OF AMERICA, INC. "FLAME PROOF LHC," OR APPROVED.
<br /> SECTION. APPLICATOR M ST H V I I T I LY IS.
<br /> U A� AVALABILIY OF PROPER EQUIPM�NT TO PERFORM WORK WITriIN SCOPE OF THIS PROJcC ON A T ME BAS 1. THINSET MORTAR: GRANI RAPID OR �(F�qgOND WITH UNNERSAL K�RALASTIC 8Y 61AP�1 CORP. 211 CR�TE FILL�R POWDER WITH 4237 IATEX .
<br /> 3. COORDINATc US� OF PR_MIS=S UND�R DIRECTION OF THE TENANT AND THE BUILDING OWNER, AND IN ACCORDAPJC_ NIITH THE REQUIREMENTS OF L EPdSURE THAT BELOW GRADE CONSTRUCTION IS COh1PLETE IN THE SLAB AREA TO BE PATCHED. � � G. B�OCKING: INSTALL WOOD BLpCKING TO RECEIVE MErHANICAL FASTENERS FOR SUPPORT OF PLUMBING AND ELECTRICAL FIXTURES AND EQUIPMENT
<br /> APPLICAiOR SHOULD HAV= SUCCESSFULLY PERFORMcD A MINIMUM OF 5 PROJECTS OF SI�11tAR Sr,OPE AND COMP�EXIT'f. THIN-SET MORTAR ADDITIVE," BY LATICRETE INTERNATIONAL, INC., OR APPROVED.
<br /> JURISDICTIOPL11_ CODc AUTHORITIES. 2. REPLACE EXISTING SUgGRADE MATERIALS TO MATCH EXISTING. R=PLACE AND MAKE COPdTINUOUS VAPOR BARRIERS AND OTH=R SIh11AR COPISTRUC710N � � CA�WETS, DOOR STOP PLP,TES, 1NOOD BASE, WAINSCOTS, COAT HOOKS, TOU_ET AND EATH ACCESSORIES, KITCHEN EQUIPPJ�ENT, AND ALL OTH=R WALL AND .
<br /> DISTURBED OR DAMAGED DURIPlG DEMOLITIOP� OR CONSTRUCTION OPERATIONS. PRE-INST„LLATION MEETWG:
<br /> �. OCCUPMlCY REQUIR=M_NTS: ADJAC_NT TENANT SPACES MAY BE OCCUPIED. COOPEr21TE WITN THE TFNANT AND THE BUILDING 0�4NER TO MINIMIZE - � �� 2. CEMENTITIOUS GROUT: CEILING MOUNTED COMPONENTS.
<br /> a. CONUENE BEFORE THE START OF WORK ON NEN CONCRETc StABS, PATCHING OF EXISTING CONCR_T� SIA�S AND START OF APPLICATION OF �. STAPJ�ARD GROIJT: "KcRACOLOR" WITN "PLASiJ01NTS" BY MAPEI CORP., OR "FLOOR JOINT FlND GROUT RLLER" `NITH "3701 ATEX MORTAR
<br /> CONFLICT, �ND TO FACIi_ITAT% THE OPERATIONS Of ADJACENT iENANTS. 3. RECOhIP�CT EXISTIPIG SUBGRADE TO 95 PERCENT CF h1AXIMUM DRY DENSIiY AS DET_R��IWED BY ASTPd D1557. H. PLYWOOD TERMINAL BACKBOARpS:
<br /> � CONCRETF RNISH SY�TEM.
<br /> 0. S=PARATE WORK: 4. PATCH SL1B WITH CONCRFTE HAVING A MINIMUM 28 DAY STRENGTH OF 3000 PSI. ADMIXTURE"AND "101 RAPID SET L1TEX", BY L;TICRETE INTERNATIDN�L, INC. 1. PROVIDc A FIRE RETARDANT TREATED PCNJOOD TERMINAL BACKBOARD FOR TELEPHONE SYSTEMS VJHERE INDICATED ON TH� DfL1WINGS.
<br /> 1. ITcM NOT�D " I " N T W CONTRACT WILL BE FURNISHED AND INSTALLED BY OTHERS. 5. FINISH CONCRETE TO M TCH ADJACENT SURfAC=S. b. REQUIRE ATiENDAPdCE OF PARTIcS DIRECTCf AFFECTING WORK OF THIS SECTION, INC�UDING THE OWNER'S REPRESENTATIVE, CONTRACTOR, CONCRETE � � �
<br /> S � N C ( 0 ), � INSTA,LLER, AND APPLICATOR. A4EETING SHOULD ONLY CONVENE WHEN REQUIRED PARTIES AR= PR_SENT. RFVIE4V iHF FOLLOWING: b. COLORS: AS SELECTED 9Y THE ARCHITECT FROP� THE MANUFACTURER'S STANDARD I_INE. 2. MECHANICALLY APPLY DIR_CT_Y OV_R GYPSJM BACKING BOARD.
<br /> 2. PFRFORM WORK SO AS TO ALLOW THE PERFORMP.NCE OF WORK BY OTHcR CONTRACTORS. D. MAJOR PATCHING PROC=DUR=S SHALL BE RFVIEWED WITH TNE TEPIANT, PRIOR TO PROCEEDIPJG. 3. CEMENTITIOUS BACKER �OARD AND ACCESSORIES: •
<br /> E. PRODUCTS FURNISH_D 3Y T_NANT FOR INSTALLATION BY THE CONTR4CTOR FOIC: 1) PH'fSICAL REQUIREMENTS Of COMPLTED CONCRcT: StA9 AP1D SLRB FINISH. � 064000 ARCHfIECNRAL WOODWORi(
<br /> � ) a. BOARD: 1�2 WCH iJOMINAL THICKNFSS AGGREGATED PORTL�ND CEMENi PANEL, R=WFORCED WITH GLASS FIBER MESH; GLASSCRETE WC."ORIGINAL �
<br /> 1. COORDIPL1Tc WORK TO FACILITATc INSTAL�TION Of PRODUCTS FURNISHED BY THE TENAPlT FOR INSTALlATION BY THE CONTRACTOR. � 017740 CLOSEOUT PROCEDURES � 2) LOCATIONS AND TIME OF TEST AREAS. A. SU61MARY: � � '
<br /> WOPl�ER80ARD 7�16," USG "DUROCK EXTERIOR," OR APPROVED.
<br /> 2. TENANT'S RESPONSI3ILITIES: � �A. fINAL CLEANING: 3) PROTECTION O� SURFArES NOT SCHEDULcD FOR FINISH APPLICATION. 1. WOOD STANDING AND RUNNING TRIh1. � �
<br /> o. TAP� FOR GLqSS MESH BOARD: OPEN WEAVE GL1SS MESH JOINT TAPE, SFLF-ADRESNE; 3-1�2 INCRES YVID_.
<br /> a. AR�,ANG= �OR AND D=IIVcR SHOP DRAWINGS, PRODUrT DATA, AND SAMPLES, TO CONTRACTOR. 1. THOROUGHLY CLEAN AI L SURFACES PPoOR TO FINAL ACCEPTANCE. 4) SURFACE PREP�R4TION. 2. VJOOD SCREEN WALL. �
<br /> o. �V2r21N,=AND ?AY FOR PRODUCT DELNER'f TO SITE. 2. REMOVE N�ASTE A.ND SURPI_US M�TERIALS, RUBBISH, AND CONSTRUC710N FACIUTIES FROM TH= SIiE. 5) �PPLICATION PROCEDURE. c. FASTENERS: MINIMUM i-1�4 INrH THICKNESS; ROCK-ON 5-12; COATED. 3. WOOD SLAT I"!AL AND CEILING PANELS.
<br /> B. PROJ�CT REf,ORD DOCUMENTS: H. EXAh11NATI0N 4. CASEWORK.
<br /> c. UPON DELIVERY, INSP=CT ?RODUCTS J01�lTLY 1NITH CONTRACTOR. 6) QUALITY COPJTROL 1. PRIOR TO STARTING YJORK, CAREfU�LY INSP=CT INSTAL�_D WORK OF OTHER TRADES AND VERIFY THAT SUCH 'NORK IS COMPLETE TO TH_ POINT WHERE
<br /> d. SUBldIT C�aIMS FOR TR,MlSPORTATION DAMAGE 1. MAINTAIN A COMPLETE SET OF RECOiiD DRAWINGS WHICH CLcAR�Y A.ND N�TLY INDICATE EXACT INSTALL_D LOCATIOPdS OF ITEMS WHICH WILL 9E 5. CUSTOM S�AT GJSHIONS.
<br /> 7) CLEANING. WORK OF iHIS SECTION MAY PROPERLY COti1MEP10E, NOTIPf THE ARCHIiECT IN WRITING OF CONDITIONS DETRIMENTAL 70 THE PROPER AND TIMELY
<br /> e. ARRANG_ FOR REPLAC_M=NT OF DAMAGED, DEFECTIVE, OR MISSING ITEMS. CONCEALED IN THE WORK SUCH AS CONDUIT, PIPING, DUCTS, RFINFORCING, MECHA.NICAL AND ELECTRICAI_ �QUIPMENT, AND SI�dILAR ITFMS. SHOW ALL 6. SHOP fINISHING.
<br /> CHANGES FRUM THE COMTRACf DOCU�dENTS, AND ALL UNCOVERED EXISTING CONDITIOPdS �VHICH �41LL BE SUBSEQUENTLY CONCEALED. 8) PROTECTION OF FINISN SYSTE�A. COMPL�TION OF THE WORK. B. REFER_NCED STANDARDS
<br /> i. ARr21NG= FOR MANUFACTURcRS' WARRANTIES, IPdSPECTIONS, AND SERVIr�, 2. RECORD DRAWINGS SRALI_ �E USED fOR NO OiHER PURPOSE AND SHALL BE STORED SEPARATcLY FROhA THOSE USED FOR CONS7RUCTION. 9) COORDINATION WITH OTHER WORK. Z. DO NOT BEGIN INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING WORK CONSTITUTES ACCEPTANCE OF SITE CONDITIONS
<br /> � 3. rONT�,1r,TOR'S R=SPONSIBRITI_S: 3. DOCUM_NTS SHALL BE IN SAME FORMAT AS 7HE CONSTRUCTION DOCUMENTS. D. PRE-DENSIFIER CONCRETE CLEAN=R: CLEANER TO REMOVE DIRT, OIL, GREASE, AND OTHER STAIPJS FROM EXISTWr, SLAB SURFACE. AND RESPONSIBILtTY FOR DEFECTIUE INSTALlATION CAUS_D �Y PRIOR OaSERVABI E CONDITIONS. 1. AMERICAN SOCIETY FOR T,STING AND MATERIALS (ASTM)
<br /> a. REVIcW SHO? DRAWINGS, PRODUCT DATA, AND SA.P�IPLES. a C1036 STANDA.RD SPEGFICATION FOR FLAT GLASS
<br /> 4. KEEP DOCI�MENTS CURREPIT; DO NOT ?ERMANENTLY r,ONC=Ai_ANY WORK UNTIL REQUIRED INFORMATIOPd NAS BEEN RECGRD=D. 1. PRODUCT: CONSOLIDECK CLENER DEGREASER P�ANUFACTURED BY PROSOCO, INC., LAWRENCE, KS, 800 255-4255, WWW.PROSOCO.COFd. I. PREPARATIOP! F
<br /> I � ) b. _84 TEST METHOD FOR SURFACE BURPdING CHARACTERISTICS OF BUILDING �dATERIALS
<br /> o. RcCEIV_AND UNLOAD PRODUCTS AT SITE; INSPErT FOR COMPLETENESS, FOR DAM�GE, JOINTLY WITH TENANT. 1. CL=AN SU9STRATE SURFACES FR=E OF GRcASE, DIRT, DUST, ORGANIC IMPURITIES, CURING AGENTS, AND OTHER PdATERIALS THAT WOULD IMPAIR BOND.
<br /> 5. AT CONTRACT CLOSEOUT, SUBMIT UOCUMENTS WITH TRANSMITTAL LETTER CONTAINWG DATE, PROJECT TITLc, CONTRACTOR'S NAME AND A.DDRESS, LIST OF E. PENETRATWG DENSIFIER: °CONSO�IDECK LS° BY PROSOCO, INC. (800-255-4255); NO SUBSTITUTIONS. 2. AMERICAN PLYWOOD ASSOCIATION APA
<br /> c. i4'1NDI=, �TOR_, INSTALL AND FINISH PRODUCTS. DOCUMFNTS, AND SIGNATURE OF CONTRACTOR. F. STAIN RESISTANT SURFAC= TREATMENT: "CONSO�IDECK FO�ISH GUARD" BY PROSOCQ WC. 300-255-4255; NO SUBSTITUTIONS. J. CE�4ENTITIOUS BACiCER BOARD INSTA�_lATION � � ,
<br /> d. Rc?AIR OR RE?LACc IT�MS DAMAGED 6Y VdORK OF THIS CONTRACT. � � 1. INSTA�L IN ACCORDA�ICE �VITH THE MANUfACTURER'S WSTALLATION INSTRIJCTIONS. 3. ARCHITECTURAL WOODWORK WSTITUTE (AWI):
<br /> F �F r i .
<br /> C. SUBMITTALS: IN ADDITION TO SUBMITTAL� RcQUIR_D BY Tri_ CONDITIONS OF TH� CONTRA,T �ND SUBMITTA_S RE�IUIRED BY SECTION 013300 FURNISri
<br /> F . � F� � G. CONCRETc MAINTENANCE CLEANER: LITHIUM SILICATE CONCENTRATED ti1AINTENANCE CLEANER TO KF_P M�INTAW CONCRETE SURFACE SHEEN AND RE410VE � F � � r F
<br /> F. APPLICATIONS FOR ?AYM_NT. SUBMIT TriR__ COPIES OF EACH APP�ICATION JNDER Pr20CEDURES OF S=CTION 013300 ON Alk G702 - APPLICATION AND a. ARCrIIT_CTURA_ WOODWORK QUALIiY ST?.NDARDS, GUIDE SPECIFICATIOi1S AND QUALIiY CERTIFLATION PROGRAM (CURRENT _DITION). C
<br /> SUBMITTALS R_QUIRED BY GOVERNING AUTHORITIES, AND SUBMIT A FINAI_ STATEMENT OF ACCOUP�TING GIVING TOTAL ADJUSTED CONiRACT SUM, PREVIOUS DIRT AND SOIIS. 2. INSTALL UNITS WITH cCGES FIRMLY �UPPORTED. ISSUGD I REVISED DATE
<br /> CcRTI�ICATE FOR PAYMENT, OR A FORM APPROVED BY THE TENANL PAYMcNTS, AND SUM REMAINIPlG DUE, 1. CONSO�IDECK LSKLEAN ULTRA 30, PRE-�v1EASURED 4 07_ PACKS, MANUFACTURED BY PROSOr,O, INC.; NO SUgSTITUTIONS. 3. AnACH UNITS WITH SCREWS SPAr,ED 6 INCHES OPI CENTER ALONG FRAMING. 4. WEST COAST LUMBER INSPECTION BUREAU (WCLB)
<br /> G. r,00RDIN,ITION: 4. SPACE BOARDS 1/8 TO 3/i6 WCH APART. STAGGER BOAR� JOIPlTS WITH THOSE OF ADJACENT RO'NS, FILL JOWTS BETWEEN GtASS MESH PANELS a. STANDARD GRADING RULES N0. 16 CD
<br /> 1. COORDIrL1TE WORK TO ASSUR� FFFIrI�NT ANU ORDFRLY SEQUENCE OF WSTaLtATION OF CONSiRUCTION ELFMENTS, WITH PROVI;IONS FOR D. OPERATION AND MAINTENANCE DATA: H. FLOOR MAINTENANCE PADS: PGf�MIT SET 07.12.19
<br /> - WITH BONDING MORTAR, EMBED REINFORCING, CO`JER OVcR WITH MORE BONDING MORTAR AND TROWEL SMOOTH. 5. U.S. PRODUCT ;TANDARD (PS)
<br /> ACCOMMODATING ITcMS INSTALLED iATER. 1. SUBMI7 COMPLETE DATA FOR EACH PIECE OF EQUIPMENT AND COMPONENT USED IN THE WORK. L �yNITE f1.00R MAINTENANCE PADS. i i a. PS 1 PRODUCT STANDARD FOR CONSTRU TION N W STRIAL P YWO
<br /> 2. COORDIPL1T_ SPAC= R_�1UIREM_NTS FOR MECHANICAL AND ELECTRICAL SYSTEMS. MAKE RUNS PARALLEL WITH LWES OF BUILDING. UTILIZE SPACES Z• SUBMI7 OPERATION �,ND h1AINT=NANGE DATA FOR McCHANICAL AND ELECTRICAL SYSTEMS. I. SPILI. CLcAN-UP KIT: PROVIDE CRITICAI_ CLEANING ITEMS TO REMOVE SPILLS FROM CONCRETE FLOORS. SPILL rLEAPJ-UP KIT SHOULD INCLUD_ THE '�C. INSTA_ATION OF F3RICK VENEER C A D DU L OD
<br /> =FFICI_NTLY, AND MAXIMIZc ACCESSIBILITY FOR MAINTENANCE, REPAIR, AND OTHER INSTAI LATIONS. 3. ARRAPJGE IP! A BINDER 441TH A SECTION FOR EACH SYSTEM. FOLI_OWWG: 1. WALL APPLICATION - CEMENTITIOUS BACKER UNIT: C. SUBMITTALS: .
<br /> , �� F , E. WARRANTIES, �UARANT=cS AND BONDS: 1. ONE t�UART OF CONSOLIDECK CLEANER DEGR_ASER ONE QUART OF CONSOLIDECK OIL AND GR=ASE REMOVER T1Y0 POUND SPILL GUARD NEUTRALIZER a. TCA SYSTEM: SIMILAR TO W244. 1. SHOP DRAWINGS. INDICATE MATERIALS, COlAPON�NTS, PROFU_ES AND CONFIGURATIONS, DIMENSIONS, FASTENING METHODS, JOINTING DET�ILS, COLORS
<br /> 3, FXF(;I)T= CUTTING AND PATCHING TO INTFGRATE ELE�dENTS OF THE NORK. REMOl� ILL-TIMED AND DEfECTIVE �VORK AND REPL1r_ WITH N_W NORK �, SUBMIT ALL MANUFACTURER W�RRADlTI�S. o. INSTAU.ATION STANDARD: ANSI A103.5. AND FINISHES, AND ACCESSORIES. DETA.ILS SHAU_ BE AT A h11NIMUM SCALE OF 1-1 2 WCH PER FOOL .
<br /> CONFORMING TO TH� REQUIREM=NTS OF THE CONTRACT DOCUMENTS: A.BSOR9ENT, ONE PACKAGE OF MULTI ABSORBENT SHOP TOWELS, ONE SMALL PLASTIC SCRAP=R, ONE HAPlD BROOM AND DUST PAPI, A COILAPSIBLE �
<br /> � I �F f I ^ 2. FURNISH WRITTEN GUAf�1NTEE, FROPd :ACH SU9CONTRACTOR P=RFORMIN, WORK COVERED BY THE ADDITIONAL GUARANTEE REQUIREMENTS SPECIFIFD IN WARNING SIGN, 50 WASTE BAGS LINERS FOR 24 X 24 CAN LINER, AND ONE BOX OF GENERAL PURFOSE VIN'fL GLOVES. c. ScTTWG MATFRIALS: THINSET MORTAR. D. QUALITY ASSURANCE
<br /> JNCO!_R D=F_CTNE AND NON.ONFORMING WORK AND FURNISH SAMP_Ea AS REQUIRED FOR TESTING. THc TECHPllCAL SECTIONS. UNLFSS S?ECIFIED OR APPRO`✓ED OTHFRWISE, THE GUARANTEE SHAL� COMM_NCE OPI THc DATE OF SUBSTANTIAL 2. VJALL APPLICATION - CONCRETE SUBSTRATE: 1. FABRICATOR: A MWIMUM OF 5 YEARS EXPERIENCE IN iHE FABRICATION OF CUSTOh4 ARCHITECTURAL WOODWORK OF THE iYPE SPECIFIED.
<br /> 5. S�L PcNcT2ATI0NS THROUGH FLOORS, WALLS, AND CEILINGS. J. =XAMIPJATION
<br /> COMPLETION. 1. EXAMWE SUBSTRATES AND CONDITIONS UNDER NlNICH CONCRETE RESURFAGNG WILL 8E PERFORMED FOR COMPLI?,NCE WITH REQUIREMENTS FOR a. TCA S'fSTEM: SIh11LAR TO W202. 2. AI_L ARCHIT�CTURAL WOODWORK SHAI_L �E UNDFR THE R_SPON�IBILITY OF A SINGLF FABRICATOR. '
<br /> H. FlcLD cNGINcERING: ,� � r i �
<br /> - i
<br /> i i �.� ID T TI ST N AR : ANSI Ai 8.5.
<br /> 3. EACH GUARA.NTEE SHAL_ 9E SIGN=D AND SHAL_ SiATE THAT Tn� NORK UNDER GUAR,INTEE WAS INSTALLED IN �C,ORDANCE WITH THE CONTRACT F FF r b. !S AL3, ON A D D 0 3. QUALIFI,ATIONS OF INSTALLERS: USE ONLY JOURNEYMAM FINISN CARPENTERS NlHO ARE TROROUGHLY TRAINED AND SKILED IN THE WORK, AND NlHO
<br /> ��i i� F F r �F APP�ICATIONS OF FLOORING MA7ERIALS. DO PJOT PROCE_D '�"JIiH APPLICATION UNTIL UNSATISFAr,TORY CONDITIONs �1,1J_ Q__N CORRE�TED. START OF ,
<br /> 1. PROVID- rl_D =NGINEERING S=RVIC=S; ESTABJ_H GRADES, LWES, AND L_V_LS, BY USE OF RECO�NIZED ENGIN�_RING SURVEY PRACTICES.
<br /> I I I
<br /> r F � r F � c. ScTTING MATERIALS: THINSET MORTAR 118.4. F
<br /> � DO,UM_NTS, AND THAT THE WORK WILL f3E FRE_ rROM DEFE,TS IN WORKMANSHIP AND MATERIAL FOR THE PERIOD OF TIM_ SPECIFIED, P.ND THAT AL_ ANY OF THE RESURFACING VIORK WILL BE CONSTRUED AS THE APPLICATOR'S ACCEPTANCE OF THE F100R AND ENVIRONMENT CONDITIONS. ARc COMP_ETELY FAMI_IAR WITH THE MATERIA_S AND QUALITY STANDARDS SP_CIFIEU. NO ALLOWANCE WILL B= MADE FOR LACK Of SKILL ON THE
<br /> 2. CONTROL POINTS ARI THOS= SHOWN ON DRAWINGS. _OCATE AP1D PROTECT CONTROL AND REFERENCE ?OIUTS. NOTIFY THE ARCHITECT IF REFERENCE DEFECTS WILI. BE PROMPT�Y R=PAIRED WITHOUT ADDITIONAL COST TO THE TENANT. i F + i r � F 3. JOINT PATTERN: PART OF WORKh9cN.
<br /> POWTS CANNOT B_ _OCATED. 2. CONDITION OF SJBSiRATE: VERIFY THAT ALL JOBSIT_ CONDITIONS ARE NITHIN THE PRODJ,T MANUFACTUR=R'S DATA �H_ET PARAMETERS. RcPORT
<br /> F. SPARE PARTS AND MAINTEPIANCE MANUALS: FURNISH PRODUCTS, SPARE PARTS, AND MAINTENAP�CE MATERIA�S IN qUANTITIES SPECIFIED IN EACH SECTION, a LhY OUT BRICK PATTERN PRIOR TO COMMENCING BRICK INSTAL�TION. 4. r,ONFORM TO AWI CUSTOM GRADE STANDARDS UNL_SS SPECIFIED OR INDICATED OTHERWISE.
<br /> � I. R=QUcST FOR INFOR�dATION: � DISCREPANCIES TO THE OWNER'S REFRESENTATIVE. i ,�
<br /> I� 0 ITIOP TO iH T T � o. ACCURATELY LOCATE GROJT JOINTS ON LWES INDICAiED WHERE PdOT INDICAfED ADJUST GROUT JOIN�S VJITHIN SPECIFI�D TO�ERANCES TO MINIMIZE 5. MOCK-UPS: FABRICATE ONE CAS=WORK COPdPON�NT TO RErENE TRANSPARENT FINISH AND ON CO PO cNT TO RECEI � OP UE FINISH r,OMPLETE
<br /> 1. ALLOT TIME TO RESOLVE QUESTIONS CONCERNING THE CONSiRUCTION DOCUMENTS NlITH THE TENANT. 1 A D � A USED FOR CONSTRUC 10� OF WORK. COORDWATc WITH TENANT; DELNER TO ?ROJECT SfiE AND OBTAIN RECEIPT PRIOR TO FINAL , � E M N J AQ
<br /> ' PAYPdENi. c. SURFACE TEMPERATURE OF SfAB MUST BE AT L�ST 40 DEGREES F. AND NO MORE THAN 90 DEGREES F. FOR CRACK AND JOINT FILLERS AND USE OF CUT 9RICK AT FIELD EDGES. WITH HARDWARE AND ALL ELECTRICAL AND MECHAMCAL COMPONENTS; A�ID RNISHED AS SPECIFIED. COMPONENTS SHALL B= SELECTED B'f ARCHITEr,T.
<br /> 2. USE FORM AS aPPROV_D BY TH=TENANT. COATING. c. WNERE CUT BRIr,K IS N_CESSARY, POSITION BRICK SUCH THAT CUT �RICK AT EACH EDGE OF EACH RECTILINrAR FI_LD IS NOT LESS THAN HALF 0� COMPONENTS SHALL BE USED TO ESTABLISH �EVEL OF QUAUTY FOR THE WORK OF THIS SECTION. COMPONENTS APPROVED BY ARCHI7ECT MAY B=
<br /> 012300 ALTERNATES d. IF THERE ARE ANY INDIr,ATIONS OF A h401STURE ?ROBLEM, CONTACT TH= OWNER'S RE?RES_NTaTIVE. A FULL SIZE UNIT, UNLESS INDICaTED OTHERWISE. INCORPORATED INTO THE WORK. � �
<br /> A. STAT_ TH= COST TO Bc ADD=D OR SUBTRACTED FROM TH= CONTRACT AMOUNT FOR EACH OF THE FOLLOWING ALTERNATES: K. PREPARATION 4, gl Fp�D BRICK AS RFQUIRED TO AVOID ?ATTERN REPEATS AND "PAiCHES" OF AUJOINING 11LES OF DISTINCTNE COLOR OR CHARACTER WITHIPd EACH FIELp E. MATERIALS:
<br /> 1. COMPLY WITH TN= CONCRETE COATING MANUFACTURER RECOMMENDATIOPdS AND AS FOLOWS: PREPARED SURFArE SHALL QE SMO�iH AND FREE OF AREA. CGORDINATE DISTRI6UTION OF BRICK WITH TNE ARCHITECT. 1. LUMBER:
<br /> t. AIT_RPLATE N0. 1: RIDGES AND IRREGULARITIES INCLUDING THOSE OCCURRING W CONCRETc AND FROh1 MASTICS. '
<br /> a. UNDER 3ASIC 31D: ?ROVIDE CONSTRUr,TION AND FIPJISH PJORK AS WDICATED ON THE DRAWIP�GS FOR 5. CLJaN JOIMTS OF MORTAR TO h11NI�dUM DEPTH OF 1/4 INCH TO ALLOW SU9SEQUENT GROUi WSTALlATION. a. MOISTURE CONTENT: OPTIMUh4 ti101STURE CONTENT PER AWI R�COM6IENDATIONS.
<br /> � � 2. INITIAI CONCR_TE SIAB PREPARATION: PROVIDE INITIAI PREPARATION OF CONCRETE SURFACE AS fOLLOWS. o. TRANSPARENT RNISH LUMBER: TYrES AS SCHEDULED ON 7HE DRAWINGS.
<br /> 6. PROVIDE TEMPORARY SETTING BUTTONS AND SRI41S AS NECESSARY TO MAWTAIPJ WALL 9RICK IN POSITION UNTIL SETTING MORTAR HAS sET. PERMIT SET 07.12.19 �
<br /> o. UND=R ALT_RNAT= NO 1: PROVIDE CONSTRUCTION AND FINISH WORK AS INDICATED ON THF DRAWINGS FOR [ ] IN LIEU OF WORK INDICATED FOR k. REMOVE DIRT, OIL, SOAP, GREP,SF, MASTIC, AND OTHER BOPlD-9REAKING CONTAMINANTS. 7. TOLERANCES: c. CONCEALED FRAMING I.UMBER: AWI GRADE II PINE, FIR, HEMLOCK, OR OTHER SPECIES AS APPROVED.
<br /> � ]. I. SURFACE SHALL BE SMOOTH AND FREE OF UNVIANTED RIDGES FROP�9 BY EITHER P�ASTICS OR CONCRETE, a. JOINT WIDTH VARIATION: PiUs OR MINUS 25� OF THE PROPOSED JOINT WIDTH. 2. PLYWOOD: APA RATED IN ACCORDANCE WITH P; 7; 3/4 iNCH THIrK AC EXTERIOR GRADE UNL�SS IPdDICATED OR SP�rIFIED OTHERWISE; TOIJr,�{
<br /> 3. SURFACE REPAIR: FILL HOLES, SPALLS, CRACKS, VOIDS AND JOINTS AS RECOMMENDED BY T�iE SYSTEM MANUFACTURER WITH MINIMAL RESIDUE ON o. TAPER: PLUS OR MINUS 25� FROM ONE END TO THE OTHER. SANDED WHERE PLASTIC LAMINATE VENEERS ARE TO BE APPiJ_D. �
<br /> 013119 PROJECi IAEETINGS � SURROUNDING SURFACE AND AS RE�UIRED TO PROVIDE A S�4f00TH, LEVEL AND EVEN SU3STRATE. r i r Y F ' 3. HARDWOOD PCENJ00D: STATES INDUSTRIES� EUGENE OR 800_843_2753 "�PPLE PLY" ,RADE A 1 10 INCH ALDER VENE_R COR_ 9 PLY FOR 1 2 . �
<br /> � A. ?ROGRcSS ld==TINGS: ATT=ND PROGR=SS MEETIPIGS CALEO 9Y THE ARCHITECT THROUGHOUT THE PROGRESS OF TRE 4'JORK. a. SPALLS t TO 3 INCHE� IPd DIAPrIETER SHAL BE STRUCK FLUSH WI7H PATCHING COMPOUND SPECIFIED W SECTION 035416. c. NO PORTIOPJ OF A BRI,rC SJRFA,E SHALL VAR MOR_ TrIAP� i�i6 INCH A60VE OR BcLOW AN ADJACENT TILE SURFACE. � ) . , � , � I
<br /> � � � � r�� r �F r b. SPAi i R R TH N IN' W i , � � i i ITH "� F-L� INr p 8. SPECIAL BRIr;( INSTALLATION REQUIRE�dENTS: INCH THICKNESS, 13 PL'f FOR 3�� WCH THICKNESS); EIRCH VENEER FAr,ES, PLAIN SLICED. ��
<br /> 3. CONV_Nc„PRE-INST„LLATION MEFTING WfI�N IT IS SPE,IrIrD FOR A ,ERTAIN PORTION OF Th_ WORK. REQUIRE ATTENDAPdCE OF ENTITIES DIRE,TLY __S LA GE A 3 (,HES D.AI�ETER AND AREAS RcQUIRING LE4cLIilG OR R_SURFACING SHALL �E FI__ED W �_L _VEL � COM OUND r ' F r F I I �t � F � r - F � F 9 � •
<br /> AFF_CTIN,, OR AFF_CT_D BY, THF Wp�;( UF THE SECTION. AS SPECIFI_D IN SECTION 035416. a. PlASH BA,KS OF _ACH BRI,K UNIT TO R=MOV_ A_ DUST AND �JI� WHICH WOJLD GOMPROMISE ADHESION. 4. PARTICL_ BOARD: ANSI A_08.1, �RADE M 2 WH_R� INDICATED OR SPECIRED, FIR_ RETARDANT TREAiED TO A FU1ME SPREAD OF _5 WH�N TESTED IN ARCHITECTURAL .
<br /> � 4. �INAL PRcPARATION: SURFACES TO BF TREATED SHALL 9E CLEAN, DRY AND ABSORB=NT. CONFIRM SURFACE ABSORBFNCY WITH A IIGH� WATF^� o. DAMPEN SUBSiRATE AS NECESSARY TO PREVENT EXCESSIVE SUCTION. ACCORDANCE WITH ASTPd E84. PROVIDE QUALIlY ASSURAMCE STAMP OR MANUFACTURER'S CER�IRCATIONS AS REQUIR=D B'f LOCAL JURISDICTIONAL �
<br /> SPRaY. IF SURFACE DO=S NOT 44ET UNIFORM�Y, USE THE APPROPRIATE SURFACE PREPARATION METHOD FROM APPROVED MOr;�-UP TO RFMOVE c. APPLY MORTAR BOND r,OAT WITH NOTCHED TRnNEL AS RE�UIREO FOR PROPER LEVEL CODE AUTHORITIES. SP�CI�IlJATIONS
<br /> RE�dAINING SURFACE CONTAMINANTS. d. SET 9RICK WITHIN TIM= SPAN ftECOMMENDED BY MORTAR PdANUFACTURER. 5. MEDIUM DENSITY FIBERBOARD (MDF): ANSI A208.2 CASS MD; EXiERIOR GLUE; FORMALDEHYDE FREE. "
<br /> L SANDING e. SET BRICK IN ACCURATE ALIGNMENT. 9EAT W WITH A WOOD BLOCK, RUBBER HAMMER, OR TWIST AS NECESSARY TO LeJEL �RICK. 6, PRF-FINISHED BOARD: LOW PRESSURE MELAP,1INE OVER PARTICLE BOARD, MDF, OR HARDBOARD CORE; FORMALYDEHYDE FREE; COLORS A� SELECTED
<br /> t. SAND CONCRETE USING AN ORBITAL SANDER WITH 220-GRIT TO CREATE SUITABLE BONDING SUR�ACE FOR CONCRETE SEALER. L EXPANSION JOINTS FROM MANUFACTURER'; STANDARD.
<br /> 2. REPEAT SANDING PROCESS USWG 400- OR 420 GRIT PAPER. 1. PiACE EXPANSION JOINTS AT MAXIMUld 15-FOOT WTERVALS FOR EXTERIOR INSTALLATIONS. 7. P�STIC AMIPJATE:
<br /> 3. SAND ENTIRE SLAB, AS REQUIRED TO MATCH APPROVED MOCK-UP OR rONTROL SAMPLE. 2. JOINT SIZES: SET TO MATrH WIDTH OF iYPICAL GROUTED JOINT; 9UT IPJ NO CASE LESS iHAN 1��". a. BRANDS AND COLORS AS SCH_DUL=D ON DRAWINGS. .
<br /> � � � � P�901 �
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