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NOTATION <br /> C INDICATES CONTINUOUS INSPECTION IS REQUIRED <br /> P INDICATES PERIODIC INSPECTION IS REQUIRED <br /> X DEN4TES THE COLUMN IN WHICH FREQUENCY IS REQUIRED <br /> — DENOTES A ONE-11ME INSPECTION OR FREQUENGY IS DEFlNED IN SOME OTHER MANNER <br /> � VERIFICATION & INSPECTION TASK C P NOTES <br /> SECTIONS 1745.2 AND 17Q5.11 — STRUCTURAL STEEL <br /> 1. MATERIAL VERIFICATION OF HIGH—STRENGTH ��� � ' <br /> . � <br /> ��.: # j� � ., R � � -.y � <br /> � <br /> t 6 A '? <br /> NUTS AND WASHERS, � � ��'` � ��_� <br /> BOLTS, , � � � � � � � �� i� , � � <br /> ,n � LLL �rF �g�° � �r� �': �'u� u '.K� h' ':�S �' _'� _ <br /> A. IDENTIFICATION MARKINGS TO CONFORM �� � � fII � Yg <br /> � <br /> X �'I�'�.'„w�..V�4 � �F �'—�E a . Y , � i� <br /> TO ASTM STANDARDS SPEGIFlED IN TNE <br /> APPROVED CONSTRUCTION DOCUMENTS ' _ ' <br /> _ ��,t- `��'� -� x� �x, '� <br /> B. MANUFACTURER'S CERTIFICATE OF � � � � � �� _ . x... �A ;.� ;'��� ...:��;�.., �.��� :-� <br /> COMPLIANGE REQUIRED X <br /> 2. INSPEC110N OF HIGH—STRENGTH BOLTING: PER ICC—ES REPORTS � �22 pQ�I t SfI�EiE:f SW <br /> � A. SNUG—TIGHT JOINTS X <br /> 6. PRETENSIONED AND SLIP—CRITICAL JOINTS EVERET T, Wi4 98203 <br /> USING TURN—OF—NUT WITH MATCH MARKING, X X <br /> TWIST OFF BOLT OR DIRECT TNfSION <br /> INDICATOR I�ETHODS OF INSTALLATION <br /> 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL <br /> AND COLD—FORNiED STEEL DECK: � <br /> A. FOR STRUCTURAL STEEL, IDENTIFICAl10N S� I C �O, <br /> MARKINGS TO CONFORM TO AISC 360 1725 westlake avenue n. <br /> B. FOR OTHER STEEL, IDENIIFICATION <br /> suite 210 <br /> MARKINGS TO CONFORM TQ ASTM _ _ seattie, washington 98109 <br /> STANDARDS SPECIFIED IN THE APPROVED <br /> 206.838.5485 p <br /> � CONSTRUCTION DOCUMENTS <br /> C. MANUFAGTURER'S CERTfFlCATE OF 206.713.4076 m <br /> — — 206.464.0700 f <br /> COMPLIANCE RECORD <br /> 4. MATERIAL VERtFlCATION OF WELD FILLER ksmith@smithco.org <br /> MATERIALS: http://www.smithco.org/ <br /> A. IDENTIFICATION MARKINGS TO CONFQRt� <br /> TO AWS SPECIFICATION IN THE APPROVED — — <br /> CONSTRUCTION DOCUMENTS <br /> B. MANUFACTURER�S CERTIFICATE OF Consultant <br /> COMPLIANCE REQUIRED <br /> 5. INSPECTION OF WELDING: <br /> . A. STRUCTURAL STEEL <br /> 1} COMPLETE AND PARTIAL JOINT X <br /> PENETRATION GROOVE WELDS <br /> 2) MULTI—PASS FILLET WELDS X � <br /> � 3) SINGLE—PASS FlLLET WELDS > �6" X � <br /> �• FOSSATTI PAWLAK <br /> 4) PLUG AND SLOT WELDS X � STRUCTURAL ENGINEERS <br /> 5� SINGLE—PASS FILLET WELDS < �js" X 98109 ��ake Ave N,ste zos seame,wA <br /> 6) FLOOR AND ROOF DECK WELDS X <br /> Phone: 45 . 7 <br /> Fax206.456.3Q76 <br /> 6. INSPEC110N OF STEEL FRAME JOINT DETAILS FOR <br /> www.fossatti.com <br /> COMPLJANCE <br /> A. DETAILS SUCH AS BRACING AND X <br /> STIFFENING <br /> B. MEMBER LOCAT10N5 X <br /> Consultant Registration Architect Registration <br /> C. APPLICATION OF JOINT DETAILS AT EACH X <br /> � CONNEC110N <br /> �'�'�w A�'��- <br /> VERIFICATION & INSPECIIQN TASK C P NOTES ���� F�� �0 9 <br /> TABLE 1705.3 — CONCRETE �,�/�`- <br /> 1. INSPECTION OF REINFORCING STEEL, INCLUDING X <br /> PRESTRESSING TEDONS AND PLACEMENT N�or � � <br /> � �� <br /> D,n�G z3024 � �c/ <br /> � 2. INSPECTION QF REINFORCING STEEL WELDING IN �`� �A L �� V� <br /> ACCORDANCE WITH TABLE 1705.2.2, ITEM 2B �IaNAt� E� <br /> 3. INSPECTION OF ANCHORS CAST IN CONCRETE <br /> WHERE ALLOWABLE LOADS HAVE BEEN INCREASED X <br /> issues and Revisions <br /> � OR WHERE STRENGTH DESIGN IS USED VERIFICAl10N & INSPECTION TASK C P NOTES No. Date Issues By Check <br /> 4. INSPECTION OF ANCHORS POST—INSTALLED W TABLE 1705.6 — SOILS <br /> HARDENED CONCRETE MEMBER X <br /> 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATION 1 12.14.15 FOR REVIEW JDA <br /> 5. VERIFYING USE OF REQUIRED DESIGN MIX X ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING X 2 12.16.15 PERMIT JDA FPP <br /> 6. AT THE TIME FRESH CONCRETE IS SAMPLED TO CAPACITY <br /> 3 01.15.16 PRICING SET JDA FPP <br /> FABRICATEQ SPECIMENS FOR STRENGTH TESTS, X 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER X <br /> PERFORM SLUMP AND AIR CONTENT TEST, AND DEPTH AND HAVE REACHED PROPER MATERIAL <br /> � DETERMINE THE TEMPERATUR OF THE CONCRETE <br /> 7. INSPECTION OF CONCRETE AND SHOTCRETE 3. PERFORM CLASSIFICATION AND TESTING OF X <br /> PLACEI�ENT FOR PROPER APPLICATION TECHNIQUES X COMPACTED FILL �IATERIALS. <br /> 8. INSPECTION FOR MAINTENANCE QF SPECIFIED 4. VERIFY USE OF PROPER MATERIALS, DENSITIES <br /> CURING TEMPERATURE AND TECHNIQUES X AND LIFT THICKNESSES DURING PLACEMENT AND X <br /> � GOMPAGTION OF COMPACTED FILL. <br /> 9. INSPECTION OF PRESTRESSED CONCRETE: 5. PRIOR TO PLACEMENT OF COMPACTED FILL, <br /> A. APPUCATION OF PRESTRESSING fORCES OBSERVE SUBGRADE AND VERIFY THAT SITE HAS X <br /> B. GROUTING OF BONDED PRESTRESSING BEEN PREPARED PROPERLY. <br /> TENDONS IN THE SEISMIC FORCE—RESISTING <br /> SYSTEM <br /> 10, ERECTION OF PRECAST CONCRETE MEMBERS <br /> � 11. VERIFICATION OF IN—SITU CQNGRETE STRENGTH, <br /> PRIOR TO STRESSING OF TENDONS IN <br /> POST—TENSIONED CONCRETE AND PRIOR Td <br /> REMOVAL OF SHORES AND FORMS FROM BEAMS <br /> AND STRUCTURAL SLABS <br /> 12. INSPECT fORMWORK FOR SHAPE, LOCATION AND <br /> DIMENSIONS OF THE CONCRETE MEMBER BEING X <br /> FORMED GENERAL STRUCTURAL NOTES <br /> Project Name JAMCO SERVO SLED <br /> Project Number 15-201 <br /> � Description <br /> Computer File <br /> Scale <br /> Template 4.3 (120101) <br /> All ideas, designs, arrangements, and plans indicated or <br /> represented by this drawing are owned by and the property of <br /> smith co. Ilc and were created, evolved, and developed <br /> ' for use on and in connection with the specified project. None of <br /> such ideas, designs, arrangements or plans shall be used <br /> by or disclosed to any person, firm, or corporation for any <br /> purpose whatsoever without the written permission of smith co. Ilc. <br /> S1 .2 <br /> GENERAL STRUCTURAL N4TES 3 <br />