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'CODE' WHERE REFERRED TO HEREINREFER TO SHOP DRAWINGS SHALL BE 6U15t-11"I'TED TO THE THE UNIFORH BUILDING CODE, lc3SI EDITION, STRUCTURAL ENGINEER FOR REVIEW PRIOR TO CDC CALIFORNIA 5UILDING CODE 2001 EDITION� COMMENCING WITH THAT PORTION OF WOR< S_ 0 0) 6 2� ALL WORK SHALL CONFORTI TO THE REQUIREMENTS 2� THE STRUCTURAL ENGINEER WILL REVIEW THE Z, 0 OF THr= CODE AND ALL APPLICABLE LOCAL AND CONTRACTORS SHOP DRAWINGS AND RELATED xz L STATE CODES AND ORDINANCES� SUBMITTALS, INDICATED IN ITEM 2 ABOVE, WITH 0 RESPECT TO THE A51LILTY OF THE DETAILED 0 3. ALL MATERIALS AND WOR<MAN6HIP SHALL WORK,,WHEN COMPLETE, TO BE A PROPERLY CONFORM TO THE DRAWINGS AND SPECIFICATIONS. FUNCTIONING INTEGRAL ELEMENT OF THE OVERALL SYSTEM DESIGN' 13Y THE STRUCTURAL ENGINEER 4. THE CONTRACTOR, SHALL BE RESPONSIBLE FOR COORDINATING, THE WORK OF ALL TRADES AND 3� BEFORE SUBMITTING A SHOP DRAWING ORANY SHALL CHECK ALL DIMENSION5,15EFORE RELATED MATERIAL TO THE STRUCTURAL COMMENCING WOS6< AND REPORT ANY ENGINEER THE CONTRACTOR SHALL: REVIEW EACI-- "w C DISCREPANCIES. SUCH 6UBMISSIONFOR CONFOPJ-IANCE,WIT�4 THE w _c MEANS, t -lETHOD6, TECHNIQUES, 5EQUENCIE5 AND 5� THE CONTRACTOR SHALL BE RESPONSIBLE FOR OPERATIONS OF CONSTRUCTION, AND SAFETY THE 6AF -ETY OF: THE 5UILDING DURING 1=1RECAUTION6 AND PROGRAMS INCIDENTAL CONSTRUCTION -AND SHALL PROVIDE ADEOUATE THERETO ALL OF WHICH ARE THE SOLE SHORING, BRACING AND GUYS DURING RESPONSIBILITY OF THE CONTRACTORt APPROVE C CONSTRUCTION. SAFETY AND 5RACING EACH SU5MI6&ION BEFORE SU15MITTING IT,AN0 60 ,a, REQUIREMENTS SHALL BE IN ACCORDANCE WITH STAMP EACH SUCH SUBMISSION 5EFORE ALL NATIONAL, STATE AND LOCAL SAFETY 6U5MITTING IT. ORD INANCE6. THE STRUCTURAL ENGINEER SHALL ASSUME THAT 6. COMPLY WITH THE GENERAL PROVISIONS OF C15C NO SHOP DRAWING OR RELATED 6U5MITTAL C>,C- CHAPTER 33 FOR ALL SITE WOfPJ<, DEMOLITION AND COMPR16F-6 A VARIATION UNLESS THE x CONSTRUCTION. CONTRACTOR ADVISE ES THE STRUCTURAL ENGINEEf OTHERWI,5E VIA A WRITTEN � INSTRUMENT WHICH 15 1� SEE ARCHITECTURAL, MECHANICAL, PLUt -15ING AND ACKNOWLEDGED 5Y THE STRUCTURAL ENGINEER ll� 4n ELECTRICAL DRAWINGS FOR SIZE AND LOCATION WRITING� 2 ""o OF ALL'OPENINGS REQUIRED, FOR DUCTS, PIPES o a- AND FOR ALL PIPE SLEEVES, ELECTRICAL E�. IN THE EVENT THAT THE STRUCTURAL ENGINEER - CONDUITS AND OTHER ITEMS TO eE EMBEDDED IN WII L REQUIRE MORE THAN TEN (10) WORKING L ')AY4 C 41 16 E CONCRETE OR OTHERWISE INCORPORATED IN TO PERF -ORM REVIEW, THE STRUCTURAL ENGINEER STRUCTURAL WORK. SHALL NOTIFY THE CONTRACTOR. a 0 a. IN ALL CASES WHERE A CONFLICT MAY OCCUR" THE STRUCTURAL ENGINEER SHALL RETURN SHOP SUCH AS BETWEEN ITEMS COVERED IN STRUCTURAL DRAWINGS AND RELATED MATERIALS WITH E SPECIFICATIONS AND NOTES ON THE -DRAWINGS OR COMMENTS PROVIDED THAT EACH 5U5MISSION HAI ol all tiv BETWEEN GENERAL- NOTES AND SPECIFIC DETAILS, BEEN CALLED FOR AND 15 STAMPED BY THE z r THE STRUCTURAL ENGINEER, SHALL, BE NOTIFIED CONTRACTOR AS INDICATED ABOVE. AND HE WILL INTERPRET THE INTENT OF THE 2 E CONTRACT DOCUMENTS. 1, THE STRUCTURAL ENGINEER SHALL RETURN, WITHOUT COMMENT, MATERIAL NOT CALLED FOR c c. c SIMILAR WOR< AIL6 WHERE CONSTRUCTION DET OR WHICH PA6 NOT BEEN APPROVED 5Y THE E W 0 ARE NOT SHOWN OR NOTED FOR ANY PART OF THE CONTRACTOR c WORI<, SUCH DETAILS SHALL BE THE SAME AS f=OR -c SIMILAR WORI< SPOWN ON THE DRAWINGS. 0- 10. WHERE CONSTRUCTION MATERIAL5,ARE TEMPORARILY STORED ON ROOF OR FLOOR ks; FRAMING, THEY SHALL 5E EVENLY DISTRIBUTED TO NOT EXCEED "t'HE ALLOWABLE LOADING FOR THE SUPPORTING MEM5ER5 AND TH51R CONNE TION6. 1. STRUCTURAL STEEL SHALL CONFOR�l TO THE 11, PIPES, DUCTS, SLEEVES, CHASES, ETC.. SHALL NOT FOLLOWING SPECIFICATIONS. BE PLACED IN SLABS, BEAMS, OR WALLS UNLF-65 ROUND, SQUARE AND RECTANGULAR H65 SPECIFICALLY SHOWN OR NOTED NOR SHALL ANY SECTIONS - ASTM A-500,,(SRADE 5, F�=4& ksi� 2 c STRUCTURAL MEMBER 5E CUT FOR PIPES, DUCTS, PLATES, 5ARS AND ROD$ ASTM A-36, ETC, UNLE56 SPECIFICALLY SHOWN. 05TAIN PRIOR k6l. 0, 6:� 05 WRITTEN APPROVAL FOR INSTALLATION OF ANY ADDITIONAI FIFF-S, DUCT6, ETC. 2. WELDING SHALL BE PERFORMED 5Y CERTIFIED WELDERS UNDER THE SUPERVISION OF A 0 12. I-OCATE AND PROTECT UNDEFRGROUNDOR SPECIAL INSPECTOR OR IN THE SHOP OF AN CONCEALED CONDUIT, FLUM51NG OR OTHER APPROVED f=A15RICATOR. aX, UTILITIES WHERE NEW WORI< 16 BEING PERFORMED. IDENTIFY AND LOCATE ANY SU5TERRANEAN A CERTIFICATE OF FABRICATION FROM THE 0 2 UTILITIES PRIOR TO ANY EXCAVATION. SHOP PERFORMING THE WELDING OR A REPORT -u 4:3 8 f=ROM THE SPECIAL INSPECTOR SHALL 5E IB, THE CONTRACT DRAWINGS AND SPECIFICATIONS FURN15HEt:> TO THE BUILDING DEPARTMENT REPRESENT THE FINISHED STRUCTURE AND DO NOT INSPECTOR AND THE STRUCTURAL ENGINEER INDICATE MItTHODS, PROCEDURES OR SEOUENCE PRIOR TO FRAMINC OF CONSTRUCTION- TAKE NECESSARY FRECAUTION5 TO MAINTAIN AND INSURE,TPE 4. PROVIDE CONTINUOUS INSPECTION FOR ALL S,� o INTEGRITY OF "I'HE 6TRUCTURE DURING STRUCTURAL FIELD WELDING. CON5TRUCTION, NE EITHER THE OWNER NOR ARCPITECT/ENGINEER WILL ENFORCE SAFETY E�. ELECTRODES USED FOR STRUCTURAL $TEEL Cc MEA5URES OR REGULATIONS. CONTRACTOR SHALL WELDING SHALL BE LOW HYDROGEN EIOXX v) DESIGN, CON6TRUCT AND MAINTAIN ALL SAFETY DESIGNATION. WELDING $PALL 5E IN STRICT :t� al DEVICES, INCLUDING SHORING AND BRACING, AND COMPLIANCE WfTP ANSI/AWS 01.1 WELDING CODE _511'�5_ vs, 6HALL 5E SOLELY RESPON615LE FOR LATEST EDITION 4 U5C, STANDARD IIB-2. CONFORMING . TO ALL LOCAL, 6TATE AND FEDERAI- 5 -0 5 AFETY AND PEALTP STANDARDS, LAWS AND ro. ALL BOLTS SHALL CONFORM TO A5TM A-301 REGULATIONS. UNLESS NOTED OTHERWISE. C, 14- PROPRIETARY COMPONENTS, MATERIALS, 1� THREADED RODS SHALL CONFORM TO A5TM M, 'n CHEMICAL, EPDXY AND WEDGE ANCHOR6 AND A-3ro WITH OR WITHOUT UPSET ENDS. SHOT PINS 5HAI L 5E EXACTLY 45 CALLED FOR IN Z, o i5 W THESE DRAWINGS. ANY DEVIATION$ $HALL BE 6, ALL EXPOSED STEEL SHALL 5E PAINTED WITH APf::lR0VED OR DISAPPROVED 5**T' THE AN APPROVED', SHOP PRIMER. E STRUCTURAL ENGINEER AT THE EXPENSE OF THE o `0--, ENTITYREOUE5TINGTHE SU56TITUTIONF:1RIOR TO INSTALLATION. % �a E Q g D 0 ES Th �71 P>