3003 W CASINO RD VOL 2 OF 8 2014 BLDG 40-58 Plans 2022-11-09

� SOILS CQNST�UCT1�1� �IBC 17�5.�}: i�ASTIC AND I�ITUMESCEf�T �IRE RESI�TANT Ct�ATI�IGS �IBC 1705.14): � ITEM FREQUENCY�F INSPECTIC}N INSTRUCTIONS ITEM FREQUENCY OF INSPECTI4N I�JSTRUCTIONS � � �— VERIFY SUBGRADE IS ADEQUATE TO CONTI�JU4US � PERIUDIC ❑ PRIOR TO PLAGEMENT OF CONCRETE. SURFACE PREPARAT141� CQNTINUOUS ❑ PERIODIC ❑ PRIOR Ta APPLICATIQN CC}NFIRM THAT SURFACE � ACHIEVE DESIGN BEARING CAPACITY TEMPERATURE AND SUBSTRATE ARE '�'�- ACCEPT'ABLE AI�D THAT A COMPA�'IBLE PRI(�ER IS � �SED IN ACC4f�DANCE WI7'N AWCI 12-8 � . VERIFY EXCAVATIONS EXTEND TO GONTINUC}US ❑ PEI�iODI� � PRIQR TO PI.ACEMENT OF COMPACTED FILL � PROPER DEPTH AND MATERIAL OR CONCRETE. � TNICI�NESS CGNTIN�JflUS ❑ PERIQDiG ❑ RE�ORD THICKNESS OF PRIMER t�R OTHER � VERIFY THAT SUBGRADE HAS BEEN CONTINUOUS � PERIO�IC ❑ PRIOR TO PLf10EMENT 4F COMPACTED FIL�.. EXISTING COATING (3N SUBSTRATE PRInR TC? W APPROPRIATELY PREPARED PRI�R TO APPLICA710N OF COA`�IN�. FINAL TNICKNESS OF � PLACING COMPACTED FILL GOATING MUST BE VERIFIED IN MULTIPL� CJ�? LOCA714NS P�IOR TC?APPLYING TOP COAT PER CI�� PERFORM CLASSIFICATION AND CONTINUC}US � PERIQDIC ❑ ALL MATERIALS SHALL BE CHEGKE�AT ��G� ��"B� TESTING OF COMPACTED FILL EACH LIFT FOR PRtJPER CLASSIFICATIC}NS ,��ITECTU�AL �{�MPC1N ENTS I B� 1 TU�.� � .� CX � ��. � � .7 . MATERIALS AND GRADATIUNS NQT LESS THAN 41UCE � � FOR EACH 10,OOf}FT 2�QF SUR�ACE AR�A. ITEM FREQUENCY OF INSPEGTION INSTRU�TIQNS VERIFY PROPER MATERIALS, CONTINU4US � PERIODIC ❑ DENSITIES AND LIFT THICKNESSES ER�CTIdN AND FASTEIVII�G 0� CONTINIJOUS ❑ PERIODIC � VERIFY APPR�IFRIATE MATERIALS, FASTENERS AND DURING PLACEMENT AND EXTERIQR CLADDING OR INTERI�R ATTACHMENT AT COMMENCEMENT OF WQRK AND COMPACTION AND EXTERI�R VENEER� AT GC�MPLETI4N. PERFORMED BY CQDE INS�'ECTIQN FIRM. (N(�T REQUIRED IF' < 30 FEET{7R LESS THAN 5PSF}. ER�CTIQN AND FASTENINC� �}F CUNTINUtJUS ❑ PERIODIG � V'ERIFY�PPR�PRIATE MATERIALS, FASTENERS . CAST'IN-PLAC� ��P FC�U��TIC}NS �IBC � ��5.��. INTERIORAN[� EXTERIOR ANDATTACHMENTATCOMMENCEMENTOFW{�RK N4NBEARING INALLS AND A7 C4MPLETION. PERFORMED BY CC}DE INS�PECTION FIRM. (NiJT REQl71RED IF < 30 �EET ITEM FREQUENCY ClF INSPEC7IQN INSTRUGTIQNS QR FOR INTERIC}R WA�.LS < 15PSF}. OBSERVE DRILLING OPERATION CC7IVTINUOUS � PERIODIC ❑ �TQRAGE RACKS CONTINUOUS ❑ PERIODIC ❑ V�RIFY THAT ANCHOF�AG��OMPLIES WITH AND REPORTING APPRflVED CONSTRUC710N DOCUMENTS. INSP�CTION QF POST-INSTALLED ANCHORS SHALI. CfJMPLY WITH APPROVED ICGES REPORT. VERIFY PLACEMENT LOCATIONS& CpNTI�IUQIJS � PERI�3DIC ❑ PERFORMED BY CODE lNSPECTt�N FIRM. PLUMBNESS, CONFIRM ELEME�IT DIAMETERS, LENGTHS, EMBEDMENT � ANDADEQUATEEND-BEARWG MECHANICa� & ELE�TRICAL C�JMPONENT� �IB� 91U�.� � .� Ot 17��. � � .V}. CAPACITY. RECORD CONCRETE VOLUMES ITEM �REQU�NCY C}F IM1ISPECTION INSTRUCTI4NS PERFORM ADDITIONAL INSPEC7I�NS CU�lTINU�JUS � PERIODIC ❑ CONCF�ETE PER IBC 1705.3. FOR REINFORCING STEEL ANCHCIRAGE OF EMERGEIVCY OR CCINTINUaUS ❑ PERIODIC � VERIFY THAT ANCHQRAGE C4MPLIES WITH STANDBY POWER SYST'�MS APPROVED CC}NSTRUCTION DOCUMENTS. PERFORMED �Y C4DE 11VSPECT101V F1RM. SPRAYED FIRE-RESISTANT MATERIALS �IBC � �U5. � 3}: � INSTALLATIQ�J C3F PIPING SY�TEMS �ONTINUOUS � PERI�DIC ❑ V�RIFY THAT INSTALLA�ION AND RESISTANT ITEM FREQUENCY OF INSPECTIQN INSTRIJCTIONS CARRYING FLA(�MABLE, COM�LY WITH APPROVED CONSTRUCTION CaMBUSTIBLE OR HIGHLY TOXIC DCICUMENTS. PERFORMEt7 BY CODE!IV�PECTIQN MATERIALS FfRM. SURFACE PREPARATI4N CONTINUQUS ❑ PERIUDIC ❑ PRIC}R TO APPLICATiC1N GQNFIRM THAT SURFACE HAS BEEN PREPARED PER THE APPROVE� INSTALLATIC}N OF HVAC DiJCTV�'ORK CONTIN�J�US ❑ PERIQDIC ❑ VERIFY THAT INSTALLATI(?N AhJQ RESI�TANT FIRE-RESISTANCE DESIGN AND CQNTAINING HA�ARD�JUS C(JMPLY t111lTH APPROVED CC?NSTRUCTI�N MANU�ACTURER'S INSTRUCTl�}NS. MATERIALS DC�CUMEN7S. PERF4RMED BY CaDE iNSPECTIC3N FlR1Vt. MATERIAL THICKNESS CONTINUC}US ❑ PERIODIC ❑ SAMPLES SHALL �E TAKEN FE��JM aELECTED FL44R, R�C�F ANI�WALL ASSEMBLIES AND STRUCTUi�AI� INSTALLATION QF VIBRATI4N CONTINUQUS � PERIQDIC ❑ VERIFY THAT INSTALLATION G�MPLIES WITH MEMBERS, Na MORE TNAN �0% OF IS4LATIQN SYSTEMS HAVING A APPROVED CONSTRUCTION DC}CtlMENTS AND THE SAMPLES SHALL BE LESS THAN CLEARAIVCE �F< 1/4". MANU�A�TURERS RECOMMENDATI(}NS. TNE THICKNESS REQUIRED BY THE � PER�QRMED BY CODE tNSPECTION FlRM. FIRE RESISTANCE DESIGN. MATERIAL DENSITY CONTINUOUS ❑ P€RIODIC ❑ DENSITY TESTS SHALL BE PEF�FORMED IN DESIGNATED �EISMIC SYSTEMS C{3NTINUOUS � PERIODIC ❑ CONFIRM THAT MANUFACTURERS CERTIFICATI4�1 AGCORDANGE WITH AS7M E605 FOR EVERY OF COMP�IA�lCE CtJNFt?RN1S TO THE 2,500 FTZOF FLOOR, RQO� QR WALL AREA. REQUIREMENTS OF SECTIC�N 13.2 QF ASCE 7-10. � 4NE SAM�LE MUST ALSO 8E PRdVID�D �OR VERIFY THAT TF1E LABEL, ANCHORAGE OR EACH BE�M, GIRLER,TRUSS aR COLUMN AT MOUN7ING CONFORMS TO THE MANUFAGTURER'S EAC�fi ST4RY. CE�2TIFICA`�I�N OF COMPLIANCE. f'ERFORII�E�BY CQDE INSPECTIaIU FIRM. � BONDING STRENGTH �4NTINUC}US ❑ PERIODIC ❑ BOND STRENGTH TESTS SFIALL BE PERFORMED �PECIAL CASES {I BC 17"��. 1 .� �-MA�TERIAL ALTEF�NATIVES QR UNU�UAL IN ACCQRDA�ICE WITH ASTM E736 FOR EVERY 2,5�OFT�4F F�OQI�, ROOF aR WALLAREA. {�NE DE�i�N APPLI�ATI(�NS. SAMPLE MUST ALS� BE PROVIDED FOR EACH BEAM, GIRDER, TRUSS OR CaLUMN AT EACH STC?RY. 7HE BQ�1D STRENGTH SHALL N�T �E LESS THAN 150PSF. ITEM FREQUEMCY QF INSPECTIC}N . INSTRUCTIt�NS � MATERIAL i AND INSTALL�TIC7N CflNTINUOUS � PERIODIG ❑ PER DE�IGN PROFESSIONAL (N RESPQNSIBLE CHARGE OR F�EPORT FROM AN AGCEPTED P►CCREDITATION AGENCY(LE. ICC-ES). , �,�ut. 8q�� ��dF w a�y�y`�� � �� ,��a � � �� . 26: P 1 -07- �' �C 1T) w �a�j 81 4��"��- ��s�NA L �-�� a 9�� +t � b�h �tr�� +u�� ?� �, �.�'CI'�£�!�� W�'��1��:{�� David P. Balawajder +�-� : WA P� 28184 0 SYM REV1SIOh[ BY APPROVEE3 DATE SYM REVISIi?N �' ,qpp�py�Q Qq� ORAWN OATE SUBTITLE CURRENT REVISIQN SYMBOL DATE o oF �;A��,� ACCEPTABILITY MEM 1Q 09 14 �, EM AHM 10 09 14 �P�� "�'ro THIS DESIGN AND/OR C - KED �TATEMENT C�F SPECIA� INSPEGTIGINS w2�4�3�� a �Q/o�/� 4 � 0 ISSUE FOR CONSTRUCTION M / i y � SPECIFlCATION IS APPROVE� �H� 10 09 14 SHEEf � �� ,��+�ECzs � � TITLE BOEING 777X CW� BUILDING '�'` ENGINEERSINC. APPROVED �Y t7EPT. DATE DP� 1 Q 09 1�} �� r- yq 3�� CHECKED � �fF��._...v_.�..._�_�_,_. �o APPROVE(1 B�U I L D I N G 40��V V �OB No. GOMP N0. Y `''T��F �uT��`�`� APP�QVED STRUCTURAL MASTER EVERETf, WA pw� �� 40—a58—S2f �