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� � <br /> ANCHOR RODS SPECIAL INSPECTION <br /> ANCHOR ROOS SHALL BE ASTM A301 GRApE A STANDARD HEX HEAD FURNISHED THE FOLLOWIN6 ITEMS REOUIRE SPECIAL INSPECTfON PER UBC SECTION 1701 . +vr, <br /> wITH HEavY HEx NUTS AND LOCK wASHERS. S1ZES ExCEEDING A307 SHALL BE 7HESE INSPECTIONS SHALL BE PERFORAED BY A SPECIAL INSPECTOR CERTIFIED t <br /> ASTM A36 ROD THREADED UNC-2A FURNISHEO W1TH DOUBLE HEAVY HEX NUTS, BY THE CITY OF EVERETT TO PERFORM TNE TYPES OF INSPECTIONS SPECIFIED. � = � <br /> JAM�ED, AT ENDS. SEE THE �PECIFICATIONS FOR ADDITIONAL REOUIREAENTS fOR SPECIAL �. �..�' <br /> STRUCTURAL DESIGN GATA INSPECTION AND TESTING. <br /> DESCRIPTION <br /> IIVE LOAOS SHALL BE 40 PSF PLUS E�UIPAENT LOADS. Y � <br /> ITEM (REFER TO UBC SECTION 170i ) � �� <br /> SEfSI�IC LOAD�� SEISMIC LOADING SHALL BE lN ACCORDANCE WITH THE 5 MELDING NELDING OF bEABERS OR �a �� <br /> BUILDING CODE (ZONE 31, I = 1 .5, Rp = 3, op = 1 . 0, SEISMIC SITE CONNECTIONS, EXCEPT AS NOTED � - ' <br /> COEFFICIENT = C. BY UBC 1701 . 5.5. 1 . §� �� <br /> �a ��EQUIPAENT LOADS� CAR010 AD SYSTEAf GAN7RY WITH TABLE AND 6 HIGN STRENGTH PER UBC CHAPTER 22, DIY1510N IV. <br /> PATIENT = 2, 725 BOLTfNG SEE SPECIFICATIONS FOR PROCEDURES g <br /> fOR INSPECTION AND TESTING. <br /> EXISTING STRUCTURE �� <br /> 15 SPECIAL CASES DRILLEO- IN CONCRETE ANCHORS� <br /> EXISTING STRUCTURAL OIhENSIONS AND AEABER SIZES ARE FOR REFERENCE PERIODIC SPECIAL INSPECTION <br /> ONLY. CONTRACTOR SHALL VERIFY ALL DIAENSIONS IN THE FIELD PRIOR TO SHALL INCLUDE VISUAL Z <br /> fABRICATION. THE CONTRACTOR SHALL VERIFY TNE ACTUdL CONFIGURATION OF OBSERVA710N OF DRILLED HOLE p <br /> EXISTING CONSTRUCTION AND THE CONOITION OF THE STRUCTURE BEFORE SPACINGS. � <br /> BEGINNING MORK. ANY DISCREPANCIES OR UNSOUND CONDITIONS SHALL BE <br /> REPORTED TO THE ARCHITECT FOR RESOLUTION BEFORE BEGINNING NURK, REFER S HOP D RAWIN GS = � v <br /> TO ARCHITECTURAL PLANS (AND OTHERS) FOR DIbENSIONS, OUCTS, PIPING, cn � <br /> EhBEDAENTS, AMD OPENING5 NOT SHONN. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED r'OR REVIEW PRfOR � � � <br /> TO FABRICATION OF THESE ITEMS. � � <br /> MISCELLANEOUS Z � � <br /> DILENSIONS AND OUANTITIES ARE NOT REVIENED BY THE ENGINEER OF RECORD, w U � <br /> CONTRACTOR SHALL YERIFY DIAENSI��v� w�D RESOLVE DISCFcPANC1E5 OR THEREFORE THEY SHALL BE VERIfIED BY THE CONTRACTOR. CONTRACTOR SHALL � � <br /> CONFLICTS PRIOR TO CONSTRUCTICtJ. R�VIEW AND STAI+P DRAWINGS PRIOR TO REVIEW BY TNE ENGINEER OF RECORD. � � � <br /> CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORAIANCE WITH THE hEANS, <br /> NHERE SECTIONS ARE INUICATED �IV TNE PLAN BY A NUA�ER AND A DRAWING AETHODS, TECHNIUUES, SEOUENCES, AND OPERATIONS OF CONSTRUCTION, AND <br /> NUABER THUS, 1 /S5.01, THE INDICATED SECTION (1 ) IS SHOMN ON STRUCTURAL DLL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS "� <br /> DRAW;NG S5.01 . SHaLL INCLUDE ONE REPRODUCIBLE AND ONE COPY: REPRODUCIBLE WILL BE GENERAL <br /> MARKED AND RETURNED. NOTES <br /> SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE <br /> ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS ,�,� <br /> TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR U�ERSTANDS THE <br /> DESIGN CONCEPT, BY INDICATING YN-IICH MATERfAL IS INTEPDED TO BE an <br /> FURNISHED ANU INSTALlEO, AND BY DETAILfNG THE INTENDED FABRICATION AND SRT <br /> INSTALLATION IaETHODS. IF DEVIATIONS, DISCR��ANCIES, OR CONFLICTS °"""" �' <br /> BETHEEN SHOP DRAWINGS SUBMITTALS AND THE CONTRACT DOCUAENTS ARE 5-26-04 <br /> DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE SMELINUY�F <br /> PROCESSED BY THE ENGINEER, THE DESIGN ORAWINGS AND SPECIFICATIONS <br /> SHALL CONTROL AND SHALL 8E FOLLONED. — � S? <br /> _–� <br /> \`� ,� <br />