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SPECIAL INSPECTION AND TESTING MECHANICAL AND ADHESIVE ANCHORS CONCRETE �
<br /> - IN ACCORDANCE WITH SECTION 1705 OF 2012 IBC, THE FOLLOWING SPECIAL INSPECTIONS 1 . WHERE INDICATED ON DRAWINGS, MECHANICAL ANCHORS SHALL BE HILTI KWIK BOLT TZ INSTALLED � . CONCRETE MIXES SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND . .
<br /> . AND TESTING SHALL BE PERFORMED: IN COMPLIANCE WITH ICC ESR 1917 OR APPROVED EQUAL APPROVAL. � �
<br /> � VERIRCATION AND WSPECTION CONTINUOUS PERIODIC NOTES 2. WHERE INDICATED ON DRAWINGS, ADHESIVE ANCHORS IN CONCRETE SHAL� BE HILTI HIT HY200 2 MATERIALS: -
<br /> 1 . MATERIAL VERIRCATIONS: X DURING PROJECT INSTALLED IN COMPLIANCE WITH ICC ESR 3187 OR APPROVED EQUAL -PORTLAND CEMENT: ASTM C-150, TYPE I OR lYPE 2
<br />� * STRUCTURAL STEEL SUBMITTAL PRIOR TO -AGGREGATE ASTM C-33 � �
<br /> * HIGH STRENGTH BOLTS, NUTS, & FIELD MOB 3. WHERE INDICATED ON DRAWINGS, ADHESIVE ANCHORS IN CMU SHALL BE HILTI HIT HY70 INSTALLED -ADMIXTURES: SEE SPEGFICATIONS �
<br /> WASHERS IN COMPLIANCE WITH ICC ESR 2682 OR APPROVED EQUAL �
<br /> ' * WELDING PROCEDURE SPECIFICATIONS 3. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCREfE AND HAVE A MINIMUM COMPRESSNE �
<br /> * CONCRETE MIX STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. . � . �
<br /> - * REWFORCING BARS -
<br /> STRUCTURAL STEEL 4. DESIGN FORMS TO PROVIDE THE SPECIRED CHAMFERS SHOWN ON THE DRAWINGS. PROJECTING '
<br /> 2. STRUCTURAL STEEL FABRICATION AS APPLICAB�E PER CORNERS SHALL BE FORMED WITH A 3/4 INCH CHAMFER UNLESS OTHERWISE NOTED ON �
<br /> - AND ERECTION X X CHAPTER N OF AISC 360 � � MATERIAL SHALL MEET THE REQUIREMEMS OF THE FOLLOWING SPECIFICATIONS UNLESS NOTED DRAWINGS. .
<br /> OTHERWISE:
<br /> & CHAPTER J OF AISC 341 STEEL ROLLED WIDE FLANGE SHAPES & WT SHAPES: ASTM A992 5. ALL REWFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL �
<br /> STEEL ROLLED CHANNEL AND ANGLE: ASTM A572 GRADE 50 SECURED IN POSITION PRIOR TO PLACWG CONCRETE . �
<br /> E 2a. WELDING: STEEL HOLLOW SECTIONS: ASTM A500 GRADE B � �
<br /> , * COMPLETE & PARTIAL PENETRATION NDT PER AISC 341 CHAPTER STEEL PLATES AND BARS: ASTM A572 GRADE 50 6. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS W CONCRETE BEFORE PLACING. DO � .. _
<br /> , GROOVE WELDS X J WHERE APPLICABLE STEEL PIPE: ASTM A53 GRADE B NOT CUT ANY REWFORCING WHICH MAY CONFLICT. CORING W CONCRETE IS NOT PERMITTED � � .
<br />. * MULTI-PASS FILLET WELDS X VISUAL INSPECTION AT MACHINE BOLTS: A307 EXCEPT AS SHOWN. NOTIFY THE STRUCTURAL ENGWEER IN ADVANCE OF CONDITIONS NOT SHOWN , � �
<br /> * SINGLE PASS FILLET WELDS >5/16" X COMPLETION PLAIN HARDENED WASHERS: ASTM F436 �IYPE 1 ON THE DRAWINGS .
<br /> * SINGLE PASS RLLET WELDS <5/i6" PLATE WASHERS: A36 �
<br /> ANCHOR RODS: ASTM F1554 GRADE 105 7. CONDUIT OR PIPE SIZE (O.D.) SHALL NOT EXCEED 30 PERCENT OF SLAB THICKNESS AND SHALL
<br /> � THREADED ANCHOR RODS: A36 OR ASTM A449 AS NOTED BE PLACED BETWEEN THE TOP AND BOTTOM REINFORCING, UNLESS SPECIFICALLY DEfAILED -- �
<br /> 3. CONCRETE CONSTRUCTION: OTHERWISE CONCENTRATIONS OF CONDUITS OR PIPES SHALL BE AVOIDED EXCEPT WHERE
<br /> • FORMWORK X 2. WELDING SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES BY QUALIFIED WELDERS. DEfAILED OPENINGS ARE PROVIDED. � � � -
<br /> * REWFORCING PIACEMENT X PRIOR TO CONCRETE �
<br /> * ANCHOR RODS X PLACEMENT 3. WELDING OF MEMBERS AND CONNECTIONS IN THE SFRS (SEISMIC FORCE RESISTING SYSTEM) SHALL g, CONCRETE SHALL BE PLACED IN A CONTINUOUS OPERATION UMIL THE SECTION IS COMPLETE � . �
<br /> ' � * CONCRETE PLACEMENT X BE MADE WITH FILLER METALS MEETING THE REQUIREMENTS SPECIFIED IN CIAUSE 6.3 OF AWS D1 .8 BETWEEN PREDETERMINED CONSTRUCTION JOINTS. �. .
<br /> � (WCLUDING VERIFICATION OF USE OF STRUCTURAL WELDWG CODE-SEISMIC SUPPLEMENT, EXCEPT THAT CLAUSES 6.3.5, 6.3.6, 6.3.7 AND . .
<br /> � 6.3.8 ARE NOT APPLICABLE SFRS WELDING SHALL BE MADE USING RLLER METALS CLASSIFlED USING 9. UNLESS NOTED OTHERWISE ON DRAWINGS, MiNIMUM CONCRETE COVER OVER REINFORCING SHAL� � .
<br />� f CORRECT MIX AND SLUMP, AIR & AWS A5 STANDARDS FOR CVN TOUGHNESS, PROVIDE A MINIMUM 20 FT-LBS AT 0'F, AND 40 FT-LBS
<br /> � * �CURINGSION TESTS) X AT 70'F. BE 2" TOP AND SIDES AND 3" ON BOTTOM. �
<br /> - tO. EXPOSURE CL4SSES FOR EXPOSURE CATEGORIES FOR A�L CONCRETE ARE AS FOLLOWS:
<br /> 4. ANCHORS OR REBAR POST-INSTALLED X X AS REOUIRED BY � `
<br /> IN CONCRETE APPLICABLE ICC REPORT - FREEZE AND THAWING FO ,
<br /> - SULFATE: SO � � �
<br /> 5. NON-SHRINK GROUT PLACEMENT X TESTING PER ASTM C1107 - PERMFABILIiY: PO .� � �
<br /> � & TESTING - CORROSION: CO �
<br /> 6. RBER REINFORCED PO�YMERS (FRP) X X AS NOTED ON APPROVED REINFORCING STEEL � � �.
<br />. o o SUBMITTAL 1 , REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60. BARS TO BE WELDED SHALL BE
<br /> nsrM a�os. FIBER REWFORCED POLYMER (FRP) STRENGTHENING
<br /> SPECIAL WSPECTIONS OF SHOP FABRICATION, (EXCEPT FOR NON-DESTRUCTNE TESTING (NDT)
<br /> � ° OF WELDS), ARE NOT REQUIRED WNEN THE FABRICATOR IS REGISTERED AND APPROVED BY 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A- 185. 1 . FRP STRENGTHENING IS STRICTLY FOR SEISMIC RESISTANCE AND IS NOT NEEDED TO SUPPORT . -
<br /> z< THE AUTHORIiY HAVING JURISDICTION TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION 3. DETAIL, FABRICATE, LABEL, SUPPORT AND SPACE ALL CONCRETE REINFORCEMENT IN ACCORDANCE GRAVIN LOADS.
<br /> PER 1704.2.5.2 AND M OF AISC 360-10. OBTAIN OR SUBMIT EVIDENCE OF THIS APPROVAL WITH ACI 315, ACI 318 AND THE BC. .�. � �
<br /> PRIOR TO COMMENCING FABRICATION. NDT OF WELDS COMPLETED IN AN APPROVED 2 FRP STRENGTHENING SHALL BE DESIGNED FOR LOADS NOTED ON PLAN KEYNOTES AND WITHIN
<br /> u FABRICATOR'S SHOP MAY BE PERFORMED BY THAT FABRICATOR WHEN APPROVED BY THE SECTIONS AND DETAILS. ALL NOTED LOADS ARE SEISMIC LOADS FACTORED TO BE CONSISTENT
<br /> . � � �E ' n 4. ALL REWFORCWG BAR BENDS SHALL BE MADE COLD. WITH THE STRENGTH LEVEL LOAD COMBINATIONS OF 2012 IBC SECTION 1605.2 AND ASCE �� . �
<br /> � AUTHORITY HAVING JURISDICTION WHEN THE FABRICATOR PERFORMS THE NDT, THE OWNER'S 7- 10 SECTION 2.3. NOTED LOADS ALREADY WCLUDE REDUNDANCY FACTOR (p) OR INCREASE � � - � �
<br />� � < � TEST AN� INSPECTION AGENCY SHALL REVIEW THE FABRICATOR'S NDT REPORTS. 5. REWFORCING SPLICES SHALL BE AS SHOWN ON THE DRAWINGS OR PER ACI REQUIREMENTS. FACTOR DUE TO IRREGULARITIES (LE., 12.3.3.4 OF ASCE 7-10) AS APPLICABLE �
<br /> 6. FOR WELDING OF REINFORCING, SEE SPECIFICATIONS. � �
<br /> CERTIFICATES OF COMPLIANCE: �. wE�owc OF A706 BARS SHALL BE MADE WITH E80XX ELECTRODES BY QUALIFIED WELDERS.
<br /> E AT COMPLETtON OF FABRICATION, EACH APPROVED FABRICATOR SHALL PROVIDE A CERTIFICATE OF �
<br /> � m COMP�IANCE TO BE SUBMITTED BY THE CONTRACTOR TO THE OWNER, ENGINEER, AND BUILDING STRUCTURAL ABBREVIATIONS �,. - �
<br /> - m OFFICIAL STATING THAT THE MATERIALS SUPPLIED AND WORK PERFORMED ARE IN ACCORDANCE �
<br /> . � ' WITH THE APPROVED CONSTRUCTION DOCUMENTS. A CERTIFICATE OF COMPLIANCE WILL BE ACT, ACT. ACOUSTIC CEILING TILE 'F DEGREES FAHRENHEIT � �
<br /> U �` REQUIRED FOR FIBER REINFORCED POLYMER (FRP) STRENGTHENING IN ADDITION TO STRUCTURAL . . � � .
<br />- STEEL MEMBERS OR ASSEMBLIES. C.I.P. CAST IN PLACE KLF KIPS PER LWEAR F00T
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<br /> � Scale: �rawing No. �
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<br /> o@ NO. DATE APRVD REVISION �____ Y� _ �
<br /> � - PLANS ISSUED FOR: *"" � w.o. no.: EVERETT �COM
<br /> = s p BID �oNST AS-BLT �,�;�°�.� Date: '---- / UTILITIES DEPARTMENT
<br /> � � DATE APRVD ACTION: DATE APRVD ACTION: DATE APRVD ACTION: 09-i t -15 t i :oi ' � '
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