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3003 W CASINO RD 2014 BLDG 40-58 Plans 2022-11-09 (3)
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3003 W CASINO RD 2014 BLDG 40-58 Plans 2022-11-09 (3)
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Last modified
11/9/2022 10:36:13 AM
Creation date
7/8/2019 3:56:30 PM
Metadata
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Template:
Address Document
Street Name
W CASINO RD
Street Number
3003
Tenant Name
BLDG 40-58
Permit
B1409-003
Year
2014
Notes
FOUNDATION ONLY FOR NEW BLDG
Address Document Type
Plans
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�!✓ �� i/ !✓ 1 7 � � � � � ■ ]J■ � � I � � � � 1 �� e� a <br /> � / � � <br /> ITEM FREQUENCY 0� INSPECTION INSTRUCTIONS iTEM FREQUENCY OF INSPECTION INSTRUCTIONS <br /> � <br /> VERIFY SUBGRADE IS ADEQUATE TO CONTINUOUS � P�RIODIC ❑ PRIOR TO PLACEM�NT 0� CONCRETE. SURFACE PREPARATION ' CONTINUOUS ❑ PERIODIC ❑ PRIOR TO APPLICATION CONFIRM THAT SURFACE � <br /> ACHIEVE DESIGN �EARWG CAPACITY TEMPERATURE AVD SUBSTRA7E ARE <br /> � ACCEPTABLE AND THAT A COMPATIBLE PRIMER IS � <br /> IJSED IN ACCORDANCE W1TH AWCI 12-8 , <br /> VERIFY EXCAVATIONS EXTEND TO CUNTINUOUS ❑ PERI(�DIC � PRIOR T� PLAC�MENT OF COMPACTED FILL <br /> PROPER DEPTH AND MATERIAL OR CONCRETE. <br /> THICKNESS CONTINUOUS ❑ PERIODIC ❑ RECORD THICKNESS OF PRIMER OR OTHER � <br /> VERIFY THAT SUBGRADE HAS BEEN CONTINUOUS � PERlO�IC ❑ PF�IOR TO PLAC�MENT OF COMPACTED FILL. � <br /> EXISTING COATING �N SUBST�ATE PRIOR TO <br /> APPROPRIATELY PREPARED PRI�R T� APPLlCATI�N OF COATING. FINAL THICKNES� dF <br /> PLACING COMPACTED FILL C(7ATING MUS��E VERIFIE� IN MUL�IPLE <br /> LOCATIONS PRIOR TO APPLYING TOP COAT P�R <br /> PERFORM CLASSIFICATI�N AND CONTINUOUS � PERIODIC ❑ ALL MATERIALS SHALL BE CHECKED AT AWCI 12��. <br /> TESTING OF COMPACTED FILL EACH LI�T FOR PROPER CLASSI�ICA710NS <br /> MATERIALS AND GFZA�ATi�NS N0�'LESS THAN ONCE ARCH ITECTIJ�AL �OMPC�NENTS (I�G 1705. 1 � .� � � �L1�. � � .��. � <br /> FOR EACH 10,OOOFT 2 0�' SURFACE AREA. <br /> ITEM FREQUENCY OF INSPECTION INSTRUCTION5 <br /> VERIFY PROPER NIATERIALS, CONTINUOUS � PERfODIC ❑ <br /> L1_ <br /> DENSITIES AND LIFT THICKNESSES �- <br /> DURING PLACEMENT AND ERECTION AND FASTENING OF CONTINUOUS ❑ PERIODIC � VERIFY APPROPRI�T� MATERIALS, FASTENERS AND <br /> COMPACTION EXTERIOR CLADDING OR INTERlOR ATTACHMENT AT COMM�NCEMENT OF WORK AND <br /> AND EXTERIOR VENEERS AT COMP���ION. PERFO�MED �Y CODE INSPECTI(�N <br /> �IRM. (NOT R�QUIRED 1F < 30 FE�T OR LESS TH/�N <br /> 5PSF). <br /> ERECTION AND FASTENING OF CONTINUOUS ❑ PERIODIC � VERIFY APPROPRiATE MA�f"ERIALS, FASTENERS <br /> l✓I���i�N-PL�CE DE p F�UND�TI�f�S (I�C � 70�.��. INTERIORANDEXTERIOR ANDATTACHMENTATCOMMENCEMENTOFWORK <br /> NONBEARING WALLS AND AT COMPLETION. PERFORMED BY CODE <br /> iNSPECTION FIRM. (NOT REQUIRED IF < 30 FEET <br /> ITEM FREQU�NCY OF INSPECTION iNSTRUCTIONS OR FOR WTERIOR WALLS < 15PSF). <br /> OBSERVE DRILLING OPERATION C�NTINU�US � P�RIODIC ❑ STORA�E RACKS CONTINUOUS ❑ PERIODIC ❑ VERlFY THAT ANCHORA�GE COMPLIES WITH <br /> AND REPORTING APPROVED CflNSTRUCTION DOCUMEN7S. <br /> INSPECTIC�N OF POSTaINS7ALLED ANCHO�tS SHALL <br /> COMPLY WITN APPF�OVED iCC-�S �EPOR7. <br /> VERIFY PLACEMENT LOCATIONS & CONTiNUOUS � PER(ODlC ❑ P�RFO�M�'D �Y COD�INSPECTION FIRM. <br /> PLUMBNESS, CONFIRM ELEMENT <br /> DIAMETERS, LENGTHS, EMBEDMENT <br /> CAPACITY�. R CORD CONCRETE I L T I L l� T {� � .� 1 . i 7 . 1 � . �� <br /> VOLUMES <br /> ITEM FREQUENCY OF WSPECTION pNSTRUGTIONS <br /> PERFORM ADDITIONAL INSPECTIONS CONTINUOUS � PERIODIC ❑ CONCRETE PER I�C 1705.3. <br /> FOR REINFORCING STEEL ANCHORAG� OF EMERGENCY OR CONTINUOUS ❑ PERI�DIC � VEI�IFY 7HAT ANCHORAGE COMPLIES WIYhi <br /> STANDBY POWER SYSTEMS APPROV�D CONSTRUCTION DOCUMENTS. <br /> P��FORMEI� �Y CODE INSf'ECTION FIRM. <br /> SP Y D FI � � ! L �i � 70 . 1 )� <br /> INSTALLATION OF PIPING SYSTEMS CONTINIJOUS � PERIODIC ❑ VERIFY THAT INSTALLATION AND RESISTANT <br /> IT�M FREQUENCY OF INSPECTiON INSTRUCTIONS CARRYING FLAMMA�LE, COMPLY WITH APPROVED CONSTRUCTION <br /> COMBUSTIBLE OR HIGHLY TOXIC DOCUMENTS. PERFORMED BY CO�E INSPECTION <br /> MATERIALS FIRM. <br /> SURFACE PREPARATION CONTINUOUS ❑ PERIODIC ❑ PRIOR TO APPLICATION CONFIRM <br /> ° THAT SURFACE HAS BEEN <br /> PREPAREQ PER THE APPROVED 1NSTALLATION OF HVAC DUCTWORK CONTINUOUS ❑ PERIODIC ❑ VERIFY TNAT INSTALLATION AND RESISTANT <br /> FIRE-RESISTANCE DESIGN AND CONTAINING HAZARDOUS COMPLY WITH APPROVED CONS7RUCTION <br /> MANUFACTURER'S INSTRUCTIONS. MATERIALS DOCUMENTS. PERFORMED BY COD�INSPECTION <br /> FIRM. <br /> MATERIAL THICKNESS CONTIiVUOUS ❑ P��IODIC ❑ SAMPLES SHALL �� TAKEN �R�M <br /> SELECTED FL001�, ROOF AND WALL <br /> ASS�MBLIES AND STRUCTURAL INSTALLATION OF VIBRATION CONTiNUOUS � PERIODIC ❑ VERIFY THAT INS7ALLA�ION COMPLIES WiTH <br /> MEM�ERS, NO MORE THAN 10% OF ISOLATION SYS7EMS HAVING A APPR4VED CONSl'RUCTlON DOCUMENTS AND <br /> TH� SAMPLES SMALL BE LESS ThiAN CLEARANCE OF < 1/4". MANUFACTURERS RECOMMENDATIONS. <br /> fi ME THICKNESS R�QUIR�D BY 7HE - PERFORMED BY C4DE INSPECTION FIRM. <br /> FiRE FtE�1STANCE DESIGN. <br /> MATERIAL DENSITY CONTINU4US ❑ PEI�IODIC ❑ DENSITY TESTS SHALL BE PERFORMED IN DESIGNATED SEISMIC SYSTEMS CONTINUOUS � PERIODIC ❑ CONFIRM THAT MANUFACTURERS CERTIFICATION <br /> ACCORDANCE WITH ASTM E605 FOR EVERY OF COMPLIAN�� CONFORMS�f0 7H� <br /> 2,�00 �TZOF FLOOR, ROOF OR WALL AREA. FZE(�UIREMENTS OF SECTION 13.2 OF ASGE 7-10. <br /> C?NE SAMPLE MUST ALSO BE PROVIDED FOR VEf�lFY TNAT THE LA��L, ANCHORAGE OR <br /> EACH ��AM, GIRDEK, T�USS 0�COLUMN AT MOUNTING CONFORMS TO THE MANUFACTURER'S <br /> EACH STORY. CERTIFiCATION OF COMPLIANCE. F'ER�OI�ME�BY <br /> COD�INSPECTION FIRM. <br /> , BONDING STRENGTH CONTINUOUS ❑ PERI4DIC � ACCORDANCE W TH ASTM E736 FOR EOERY� � ! I � . 1 . 1 °' � � I <br /> 2 � � <br /> 2,500FT OF FLOOf�, ROOF OR WALL AREA. ONE �E S I�� AP P L I CAT I 0 N S. <br /> SAMP�E MUST AL50 �E PROVIDED FOR EACH �EAM, <br /> (�IRDER, TRUSS OR CO�UMN AT EACH STORY. THE <br /> BOND STRENGTH SHALL NOT BE LESS THAN 150PSF. ITEM FREQUENCY OF INSPECTION IiVSTRUCTIONS <br /> MATERiALS AND INSTALLATION CONTINUOUS � PERIODIC ❑ PER DESIGN PR�FESSIONAL IN RESPONSi�LE <br /> CHARGE OR REPORT FROM AN ACCEPTED <br /> ACCREDITATION AGENCY (I.E. ICC-ES). <br /> Qp,UL Bq�� <br /> �q �F W A Sy/ �yv <br /> C�� �� '�, �c''`oO� <br /> -� y Z <br /> D id B a��ajd r <br /> 03 5:3 , OS- - `'� 1 <br /> cT � <br /> �- �� � <br /> � S '� ���1 ���`��"� ��lfi�' ��� S��NA L �� � <br /> . .. . .. .. . . .. . . . . . ... .. .. . .. . N <br /> ������� '�'��������� �����' David P. 8alawajder a <br /> WA PE 28184 � <br /> SYM REVISION BY APPROVED DATE SYM REVISIQN BY APPROVED DATE wAs ACGEPTABILITY MEM N 09E04 14 �UBTITLE CURRENT REVISION SYMBOL DATE o <br /> °F h� �TATENIENT 0� SPE�I�L INSPECTI�NS / / <br /> �P�� N�r�� THIS DESIGN AND/OR Ary�KE° 09 04 14 W2548317 0� 04 14 Q <br /> SPECIFICATION IS APPROVED � SHEET ` <br /> BRf'H P.RCHITECTS E NG I N EER TITLE �, <br /> � ENGINcERSINC. APPROVED BY DEPT. DATE DPB 09 04 14 BOEING 777X CWC BUILDING <br /> N0.3137 CHECKED � <br /> U <br /> ��� �o APPROVED �U I L D 1 N� �0'���! JOB N0. COMP N0. Y <br /> /�qTF oF AUTN°���P APPROVED DWG N0. � <br /> STRUCTURAL MASTER EVERETT, WA 40-058-S2f <br />
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