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<br /> GENERAL NOTES SPECIAL INSPECTIONS �
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<br /> � �VI�ECiIONS. VEJ�IC�4110N AI� 1E515 OF COMICF�TE CONSTRUC�ION Y�� � ��� � � ����
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<br /> CODE: INTERNATIONAL BUILDING CODE IBC (2015) '�'�� `� � ��� `y �
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<br /> INSPECTION OF WELDING: Seattle,WA 98134
<br /> SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWING SUBMIT�ALS PROCESSED BY P: 206.631.8442 � www.oaips.com
<br /> , THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO a. ADHESIVE ANCHORS INSTA�LED HORIZONTALLY OR UPWARDLY INCLINED X ACI 318: 17.8.2.4
<br /> DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS TNE DESIGN CONCEPT, BY INDICATING WHICH ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS
<br /> MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED, AND BY DETAILING THE INTENDED FABRICATION AND
<br /> INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE b. MECHANICAL ANCHORS AND ADHESIVE ANCNORS NOT DEFINED IN (a) X ACI 318: 17.82
<br /> CONTRACT QOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY
<br /> THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. SUBMITI�AL �
<br /> REVIEW IS FOR GENERAL CONFORMANCE ONLY; THIS REVIEW DOES NOT CHECK DIMENSIONS OR QUANTITIES.
<br /> PSM CONSULTING ENGtNEERS, INC. �
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<br /> � '�,�L �AJ��IAMNJ �"L�\IWIV 1{fJGRL�R�G �J7�N11�1/ IW � SEATTLE, WA 98121 �
<br /> ALL CAST-IN-PLACE CONCRETE SHALL BE WITH THE EXPOSURE CATEGORIES, WATER-CEMENT RATIOS, ENTRAINED AIR P:206.622.4580 F:206.622.0422 �
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<br /> AND MINIMUM 28-DAY COMPRESSIVE STRENGTHS AS INDICATED IN THE CONCRETE SCHEDULE ON THIS SHEET. INSPECTION OF WELDING:
<br /> ELEMENTS EXPOSURE CATEGORY w/c AIR f'c 1. COMPLEI-E AND PARTIAL PENETRATION GROVE WELDS X
<br /> , SLAB ON GRADE FO SO CO 0 2500
<br /> GROUT FOR SETTING BEARING P(ATES 5000 2. MULTI-PASS FILLET WELDS X
<br /> 3. SINGLE PASS FILLET WELDS > %6" X AWS D1.1 1704.3.1
<br /> ANCFIORAL�E TO HARDENED CONCf�(E
<br /> WHERE EXPANSION ANCHORS ARE SPECIFIED, USE "HILTI KWIK BOLT TZ" (REFERENCE ICC REPORT ESR-1917.) 4. PLUG AND/OR SHOT WELDS X �
<br /> WHERE SCREW ANCHORS ARE SPECIFIED, USE °SIMPSON TITEN HD"(REFERENCE ICC REPORT ESR-2713).
<br /> WHERE EPDXY ANCHORS ARE SPECIFIED, USE "HILTI HY-200" OR "SIMPSON SET-XP°(REFERENCE ICC REPORT 5. SINGLE PASS FILLEf WELDS < %6" X y� �' �R�'j
<br /> ESR-3187 AND ESR-2508�. o � � o
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<br /> 6. FLOOR AND ROOF DECK WELDS
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<br /> "HILTI HIT-RE 500", AND "SIMPSON SET" MAY NOT BE USED, UNLESS SPECIFICALLY PRE-APPROVED BY THE
<br /> STRUCTURAL ENGINEER. '
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<br /> FOR EPDXY ANCHORS, USE ASTM A193 GRADE B7 THREADED ROD, UNLESS OTHERWISE NOTED. HOLES MUST BE �o�,� T�UC`i'�IRA ��`�'
<br /> ' CLEANED OF DUST AND DEBRIS AND BE FREE OF STANDING WATER WHEN EPDXY IS INSTALLED. SPECIAL INSPECTION sSI�NAL ��
<br /> , OF EPDXY ANCHORS IS REQUIRED. DO NOT CUT ANY REINFORCING BARS TO INSTALL ANCHORS. DEFECTIVE HOLES
<br /> SHALL BE FILLED SOLID WITH EPDXY.
<br /> FOR ANY SUBSTITUTIONS TO THE ABOVE, THE CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER -
<br /> MANUFACTURER'S LITERATURE DESCRIBING THE ANCHORS AND LISTING ICC APPROVED ALLOWABLE SHEAR AND TENSION
<br /> VALU ES.
<br /> ' �IRI1(!'it IRAI �FF'I�
<br /> CHANNELS, ANG�ES, AND PLATES TO BE ASTM A36, FY=36KSI.
<br /> ' HSS RECTANGULAR AND SQUARE STRUCTURAL TUBE TO BE ASTM A500, GRADE B, FY=46KS1.
<br /> ALL STEEL EXCEPT STEEL EMBEDDED IN CONCRETE SHALL BE GIVEN ONE SHOP COAT OF APPROVED PAINT. W O
<br /> � � WELDS TO BE 3/16" MINIMUM CONTINUOUS FILLET, BY CERTIFIED WELDERS USING E70XX ELECTRODES. � �
<br /> j ALL WELDING SHALL BE PERFORMED IN STRICT ADHERENCE TO A WRITTEN WELDING PROCEDURE SPECIFICATION (WPS) W Q
<br /> � PER AWS D1.1. ALL WELDING PARAMETERS SHALL BE WITHIN THE ELECTRODE MANUFACTURER'S RECOMMENDATIONS.
<br /> WELDING PROCEDURES SHALL BE SUBMITTED TO THE OWNER'S TESTING AGENCY FOR REVIEW BEFORE STARTINGJ �
<br /> FABRICATION OR ERECTIONS. COPIES OF THE WPS SHALL BE ON SITE AND AVAILABLE TO ALL WELDERS AND THE � '�C
<br /> SPECIAL INSPECTOR. C� _
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<br /> WHERE NOT SPECIFICALLY SHOWN BY DEfAIL, CONNECTIONS SHALL BE BOLTED FRAME BEAM CONNECTIONS PER AISC � O Q �
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<br /> i STANDARDS. � m Q �
<br /> I DURING ERECTION, STRUCTURAL STEEL SHALL BE SECURED FROM COLLAPSING WITH TEMPORARY BRACING. z z O Q
<br /> SUBMIT SHOP DRAWINGS PREPARED BY AN EXPERIENCED DEfAILER FOR REVIEW PRIOR TO FABRICATION. SHOP = Q o0 �
<br /> , DRAWINGS TO BE COMPLETE, SHOWING ALL WE�DS AND MATERIAL GRADES. PROVIDE A PLAN LOCATION OR DETAIL ,�S`, CL = �
<br /> REFERENCE FOR EACH SHOP DRAWING. FOR MINOR STEEL-TO-STEEL CONNECTIONS OF 12"AND SMALLER STEEL � W � �j
<br /> MEMBERS: IF AN EXPLICIT CONNECTION IS NOT SHOWN ON THE STRUCTURAL DRAWINGS, DEfAILER IS TO PROPOSE A � Q � �
<br /> CONNECTION SIMILAR TO THE CONNECTIONS ON THE DRAWINGS OR PER AISC STANDARD CONNECTIONS. ON THE SHOP O f1) � �
<br /> DRAWING, CLOUD THE CONNECTION AND STATE "VERIFY." SHOP DRAWINGS NOT MEEfING THESE CONDITIONS WILL BE V O o W
<br /> REJECTED. REVIEW OF SHOP DRAWINGS BY THE ENGINEER IS FOR DESIGN INTENT ONLY, AND DOES NOT INCLUDE � � c� �
<br /> , VERIFICATION OF DIMENSIONS AND QUANTITIES. VERIFICATION OF DIMENSIONS AND QUANTITIES ARE THE RESPONSIBILITY � O
<br /> OF THE CONTRACTOR.
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<br /> STEEL FABRICATORS AND DETAILERS: BASE BID TO INCLUDE STEEL DEfAILER AND FABRICATOR TIME AND COSTS FOR � U
<br /> ROUTINE CONSTRUCTION QUESTIONS. ROUTINE CONSTRUCTION QUESTIONS INCLUDE DIMENSIONAL QUESTIONS AND MINOR W �
<br /> FRAMING QUESTIONS. ROUTINE CONSTRUCTION QUESTIONS ARE PART OF THE NORMAL CONSTRUCTION PROCESS, AND
<br /> ARE TO BE INCLUDED IN THE BASE BID. W �
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<br /> SCOPE OF SfRUCTURAL ENqNFERING SERVICfS:
<br /> � THE STRUCTURAL ENGINEER HAS PERFORMED THE STRUCTURAL DESIGN AND PREPARED THE STRUCTURAL WORKING
<br /> ' DRAWINGS FOR THIS PROJECT. THE CONSTRUCTION MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE
<br /> ' STRUCTURAL DRAWINGS. ANY DEVIATION FROM THE DRAWINGS MUST BE APPROVED IN WRITING BY THE STRUCTURAL
<br /> ENGINEER. ERRORS AND/OR OMISSIONS FOUND ON THE STRUCTURAL DRAWINGS MUST BE BROUGHT TO THE �
<br /> STRUCTURAL ENGINEER'S ATTENTION IMMEDIATELY.
<br /> ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. STRUCTURAL DRAWINGS SHALL BE USED IN
<br /> CONJUNCTION WITH ARCHITECTURAL DRAWINGS. PRIMARY STRUCTURAL ELEMENTS ARE DIMENSIONED ON THE STRUCTURAL ' ' '
<br /> PLANS AND DETAILS. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS. ' '
<br /> ANY DISCREPANCIES, CONTRADICTIONS, OR OMISSIONS SHALL BE REPORTED T4 THE ARCHITECT FOR RESOLUTION PRIOR '
<br /> TO PROCEEDING WITH WORK OR FABRICATION OF THE ITEM(S) IN QUESTION. j ,
<br /> THE STRUCTURAL ENGINEER IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURAL SYSTEM, EXCEPT FOR �,, � �! ,
<br /> � ANY COMPONENTS NOTED ABOVE. RESPONSIBILITY FOR ANY SECONDARY STRUCTURAL AND NON-STRUCTURAL SYSTEMS � � '
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<br /> NOT SHOWN ON THE STRUCTURAL PLANS RESTS WITH SOMEONE OTHER THAN THE STRUCTURAL ENGINEER.
<br /> THE STRUCTURE SHOWN ON THESE DRAWINGS IS STRUCT�RALLY SOUND ONLY IN ITS COMPLETED FORM. THE ',
<br /> CONTRACTOR SHALL PROVIDE ALL NECESSARY BRACING TO STABILIZE THE BUILDING DURING CONSTRUCTION. ' ' '
<br /> THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR, AND WILL NOT HAVE CONTROL OF, CONSTRUCTION MEANS, � I :
<br /> METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION
<br /> WITH THE CONSTRUCTION WORK, NOR WILL HE BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE ' '
<br /> CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. vj , ,
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<br /> FIELD MEASUREMENTS AND THE VERIFICATION OF FIELD DIMENSIONS ARE NOT PART OF THE STRUCTURAL ENGINEER'S � '
<br /> RESPONSIBILITY. THE CONTRACTOR MUST CHECK ALL (ASSUMED) EXISTING CONDITIONS SHOWN ON THESE DRAWINGS -� a
<br /> � FOR ACCURACY AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES. � Q W
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<br /> OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS OR THE INADVERTENT MISLABELING OF DETAILS OF WORK WHICH � � p � O
<br /> ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH ARE 0 � m � �
<br /> CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMI�iTED OR INADVERTENT � r-� � m
<br /> M I S L A B E L E D D E T A I L S O F T H E W O R K B U T T H E Y S H A L L B E P E R F O R M E D A S I F F U L L Y A N D C O R R E C T L Y S E T F O R T H A N D '� � rn; , m �
<br /> DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
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<br /> Sheet No / Title:i
<br /> S1 .0 ,
<br /> GENERAL
<br /> ' N OTES AN D �
<br /> SPECIAL
<br /> INSPECTIONS
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<br /> Project#: 1000981
<br /> � 0 copyright 2017
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