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<br /> DE516N PP�R�4METERS NOTES REQUIRED YERI�IGaTION AND INSPEGTION REQUIRED VERI�IGATION AND INSPEGTION REQUIRED 1/�RIFIG�TION AND INSPEGTION �
<br /> GODE : 2015 INTERNATIONAL BUILDING GODE b ASGE 7-ID GONGi2ETE : OF S t a..L.L. GOI�7TRUGTION OF GONGRETE GONSTRUGTION OF GAST�IN-PLA�GE DEEP FOUND,4TION EI..EMENTS � � U
<br /> I. ALL DIMEN510N5 SHOWN FOR THE LOGATION OF i2EINFORGING STEEL 085ERVE ON FOR E�GH GONTII`�K/VS PERIODIG � � z
<br /> LIVE LOAD : 20 P5F REDUGIBLE OR 300 Lbs. ARE TO TkE FAGE OF TkE BAi2. UNLESS SPEGIFIGALLY NOTED OTi-IERWISE VERIFIGATION aND INSPEGTION M
<br /> GONGRETE GOVERA6E SHALL BE AS FOLLOWS : VERIPIGATION �41�lD INSPEGTION A RANDOM INELD JOINT VERIFIG�hTION �ND INSPEGTION GONTINUOUS PERIODIG DURING T�SK DURIN6 TASK Z; U;
<br /> SNOW LOAD : Pc� = 25 PSF GONGRETE GAST A6AINST AND PERMANENTLY 3�� BASIS OR �1-�vLi� T�� L15TED LIS� � w
<br /> Pf = 25 PSF MIN. EXPOSED TO SOIL .,� Q
<br /> GONGRETE EXPOSED TO EARTIi OR V�ATHER : I. INSPEGTION O� REIN�ORGIN6 STEEL, INGLUDING I. OBSERVE DRILLIN6 OPERATIONS AND MAINTAIN GOMPLETE
<br /> Ge = �•q �6 OR LARGER : 2 YVELDIN6 PI2�STRESSIN6 TENDONS,AND PLAGEMENT. X AND AGGURATE REGORDS FOR EAGH ELEMENT. x - � � U
<br /> O
<br /> Gt = 1.2 u5 OR SMALLER : I.�" ^ � (�
<br /> Ls = I.O 2. INSPEGTION OF REINFORUN6 STEEL l^�LDING IN _ �
<br /> 2.GONGRETE SHALL BE PLAGED SO AS TO NOT GAUSE SE6REGATION I. V�LDIN6 P920GEDURE SPEGIFIGATIONS(WP55) AGGORDANGE WITH TABLE I105.2.2, ITEM 2b. wA 2.VERIFY PLAGEMENT LOGATIONS AND PLUMBNE55,GONFIf2M ■ �
<br /> WIND : V = I10 MPH,3 SEGOND GUST OF THE A6GREGATE. IF REQUIRED,GHUTES,TRUNKS Oi2 HC>PPERS AVAILABLE x ELEMENT DIAMETERS,BELL DIAMETERS(I� APPLIGABLE) Q � a
<br /> EXPOSURE = G SNAI-L BE USED TO AVOID SEGRE6ATION. 3. INSPEGTION OF ANGHORS GAST IN GONGRETE LEN6TH5, EMBEDMENT INTO BEDROGK (IP APPLIGABLE) X _ � � �
<br /> 3. MAXIMUM AG6REGATE SIZE SHALL BE I:�" FOR SHALLOW FOOTINGS AND SLt>B5, 2. MA�IFAGTURER GERTIFIGATIONS FOR WELDING WHERE ALLOWABLE LOADS HAVE 5EEN AND ADEQIJATE ENDBEAR�NG STRATA GAPAGITY. REGORD �� '
<br /> �" MAX. FOR ITEMS REQUIRING TREMIE PLAGEMENT AND I° FOR ALL OTHERS. GONSUMABLES AVAILABLE X INGREASED OR WHEi2E STRENGTH DESI6N IS x GONGRETE OR GROUT VOLUMES. O v r' �
<br /> 5EI5MIG : 55=1.412 5�,5=0.942 3. MATERIAL IDENTIFIGATION(TYPE/GRADE) x �D N o W
<br /> S, =0542 5 , =0.410 4. SPLIGE OF 48 DIA. UNLE55 NOTED OTHERWISE. SPLIGES IN ADJRGENT c� � -
<br /> � BARS SHALL NOT SE LE55 THAN 4 FT. APAi2T. � 4. INSPEGTION OF ANGHOi25 POST-INNSTALLED IN 3. FOR GONGRETE ELEMENTS,PER�Oi?M ADDITIONAL _ _ �/� � �
<br /> 4. WELDER IDEtJTIFIGATION SYSTEM X - WA V� M
<br /> 5B5MIG DESIGN GATEGORY = D HARDENED GONGRETE MEMBERS. INSPEGTIONS IN AGGORDANGE WITH "REQUIRED rn
<br /> SITE GLA55 = G 5.PIT-U�'6ROOVE WELDS(INGLUDING JOINT VERIFIGATION AND INSi'EGTION OF GONGRETE Q � d
<br /> STEEL : Q 5. VERIFYIN6 USE OF REQIIIKED �+�i6N MIX. - X GONS'TRUGTION" TABLE ON THIS SHEET. Q
<br /> RISK GATEGORY = II J 6EOMETRY) :
<br /> ANALY515 PROGEDURE = EQUIVALENT LATERAL FORGE I. ALL WELDING OF STRUGTURAL STEEL SHALL BE PEki�'�RMED BY � � Z �
<br /> GUf2i2ENTLY GERTIFIED WELDERS AND S+iALL �3E !1v �CGORDANGE �I A. JOINT PREPARf.TION X 6. AT THE TIME FRESH GONGRETF : SAMPLED TD
<br /> WITH THE LATEST A.I.S.G. AND A.WS. SPEGIFIGA7IUN�. .S �ABRIGATE SPEUMENS FO�' � �'�A�GTH TESTS, � Q
<br /> Ie = I.O B. DIMENSIONS(ALIGNMENT, ROOT OPENING,ROOT PERFORM SLUMP AND A.IR .'.ON c Ni" TESTS, AND X � � �
<br /> 2. BOLTS MAY 8E UNFINISHED OR 6ALVANIZcD X
<br /> O FAGE,BEVEL) DETERMINE THE TEMPEkA7��k � �r{E GONGRETE. �QUIRED VERIFIG,4TION AND INSPEGTION
<br /> LONGITUDINRL DIREGTION STEEL ORDINARY 3. ALL STRUGTURAL STE�L SHALL REGEIVE CNE �"r ` riHITG �R LIGHT GRLY � -- --.
<br /> GANTiLEVERED GOLUMN SYSTEM: ZING GHROMRTE OR EQUAL SASE OR SHALL BE Hc.7 viP 6ALVANIZED. G.GLERNLINE55(GONDITION OF STEEL SURFAGES) X l. INSPEGTION OF GONGRETE HNi>'ii+iDTGRE� OF MEGHANIGAL, ELEGTRIGAL AND AGG�550RIE5 W " V
<br /> R = L25 5EE PROJEGT SPEGI�IGATIONS FOR FiNISF, RE'.�iJik� :^:TS. � PLAGEMENT FC?R PROPER f.f�t't .'+"IiON X - � O
<br /> Gs = 0.�54 4. ALL HOLES FOR$OLTIN6 SHALL SE I/I6" LARGER T;-;orJ TI-iE BOLT D. TAGKING (TAGK V�LD QUALITY AND LOGATION) X TEGHNIQUES. �/�� ♦�� GONTINUOUS PERIOL�IG N U
<br /> NOMINAL DIAMETER UNLE55 NOTED OTHERWISE. - Y LI�IFIGATION �I`u/ INS�GTION
<br /> BASE SHEAR = 66K p/ E. BAGKING TYPE AND FIT(IF APPLIGABLE) x DURING TASK DURING TA�
<br /> Rho = I.O 5. UNLE55 NOTED OTHERiNISE,ALL SOLTS SHALL BE SNIiG TIGHT, Ahll? ar 8. INSPEGTION FOR MAINTENP,�iGE U� SF'EGI�IG INSPEGTION TASK O
<br /> TOi2QUED PER NOTE b.
<br /> u• 6. GONPIGURATION AND FINISH O� HOLE AGGE55 NOLES X GURING TEMPERATURE AND TEGHNIQUES. x L15TED L15TED �
<br /> TRANSVERSE BIREGTION STEEL ORDINARY 6. WHERE PRETENSION�N6 IS SPEGIPIED, AN ASTM F43h VyASHER IN �. FIT Ui'OF FILLET WELDS : 9. INSPEGTION OF PRESTRESSED Gc:NGRETE:
<br /> GANTILEVERED GOLUMN SYSTEM: AGGORDANGE WITH THE RESEARGH GOUNUL CN 5?RE/r.iURAL I. PIPING SYSTEMS AND MEGHANIGAL UNITS GONTAININ6 X � ��
<br /> R = 1.25 GONNEGTIONS (RGSG) SEGTION b SHALL BE USED. BJLTS MAY A. DIMENSIONS(ALIGNMENT,6AP5 RT ROOT) X A. APPLIGATION O� PRESTRESSiNG FORGE. WA FLAMMABLE,GOMBUSTIBLE OR HI6HLY TOXIG M,4TERIALS _ INSPEGT FUEL TANK.S � Z
<br /> G5 = p,�54 BE PRETENSIONED WITH ANY O� THE FOLLOWING METHODS : - A ND P I PI N 6 S Y S T E M
<br /> A. GALIBf2ATED WRENGH B. GLEANLINE55(GONDITION OF STEEL SURFAGES) X B. GROUTING OP BONDED PRESTRESSING TENDONS WA � � �
<br /> BASE SHEAR = 66K INSTALLATION. r7
<br /> �o = �,p B. DIREGT TEN510N INDIGATOR G. TAGKING (TAGK WELD QUALITY AND LOGATIOW X IN THE SEISMIG-FORGE-RESlSTING 5Y5TEM. � n
<br /> G. TWIST-0�F-TYPE TENSION GONTROLLED g,� OF QUALIFIED WELDERS j( 10. EREGTION OF PREGAST GONGRETE MEMBERS. - WA
<br /> SOILS : 6EOTEGHNIGAL ENGINEER KLEINFELDER �. WHERE PRETEN510NING IS SPEGIFIED,THE FAYING SURFAGE
<br /> (SURFAGE BETYJEEN STRUGTURAL MEMBERS) SHALL BE GLA55 A. q. GONTROL AND HANDLING OP WELDING: IL VERIFIGATION OF IN-SITU GONGRETE STRENGTH, STRUGTURAL TESTING
<br /> REPORT� 2016145G.00IA GLA55 A FAYING SURFAG� GON515T5 OF ONE 01= T+iE �OLLOWtNG: GONSUMABLES PRIOR TO STRE551N6 OF TENDONS IN P05T-
<br /> REPORT DATE O�/31/IS A. UNPAINTED GLEAN MILL SGALE SURFAGES TENSIONED GONGRETE AND PRI012 TO REMOVAL - AI�A GONTINUOUS PERIODIG
<br /> B. SUR�AGES WITH GLASS R GOATINGS ON BLAST GLEANED SURFAGE A. PAGKAGING X OF SHORES AND FORMS FROM BEAMS AND VERIFIGATION aND �RING TASK DURING Tl'a� � tal Z
<br /> ALLOWABLE BEARING = 2000 PSF +I/3 ING. PAD FOOTIN6 G. HOT-DIPf'ED 6ALVANIZED SURFAGES STRUGTUi2AL 5LAB5. LIS�D LISTED
<br /> 8. EXPOSURE GONTROL x GTION T N ►-
<br /> N.A. PSF PIEi2 FOOTING ` a �
<br /> D. ROU6HENED SURFAGES 12. INSPEGT FORMWORK F012 SHAf'E,LOGATION AND r W N�
<br /> FRIGTION = 0.40 10. NO WELDING OVEi2 GRAGKED TAGK WELDS X �,, �,j N p��
<br /> 8.f2EQUIRED BOLT TORQUE: DIMEN510N5 OF THE GONGRETE MEMBER BEING - X �
<br /> PA551VE = 300 PGF PAD FOOTIN6 tl. ENVIi20NMENTRL GONDITIONS: FORMED. I. TESTING OF GONGRETE, INGLUDIN6 AU6ER- W w �Z
<br /> 300 PGF f'IER FOOTIN6 BOLT SIZE PLAIN GALVANIZED /� �Z�3 W
<br /> Fi205T DEPTH = 30" �b" DIA. 125 FT-LbS. I50 FT-Lbs. � GOSMPRE551VE STRENGTH OFcR',AIRGGONTENT, X ~ ". Q a�Y
<br /> A. WIND SPEED WITHIN L IM I T S X � . w
<br /> SKIN FRIGTION = 250 PSF (OFT.-6FT),500 PSF �'a" DIA. 200 PT-Lbs. 225 PT-Lbs. Z g, pREGIPITATION AND T�MPERATURE X AND SLUMP. , o��uj�
<br /> (6�T.-END) �Of2 DOWNYJARD DO NOT LUBRIGATE HOl_T5 � -i�� m
<br /> (6�TEND) FOi2 UPLIFT��� FOR SPEGIAL INSPEGTION BOLTS SHALL SE GONSIDERED Q 12. WPS FOLLOWED : REQUIRED YERIFIGATION AND INSPEGTION ��m�O
<br /> AS SEARING TYPE GONNEGTION: SNUG - TIGHT � A.SPTTING ON WELDIN6 EQUIPMENT X OF M?�50NRY - LEVEL B 2.NONDESTRUGTIVE TESTING OF THE _ W ���m�
<br /> GOMi'LETE JOINT-PENETRATION 6ROOVE-
<br /> S O I L S/F O U N D A T I O N S : B. TRAVEL SPEED X VERIFIGATION OP SLUMf'P LOW AND VI S UA L STA BI LITY I N D E X N 5 1) A S D E L I V E R E D T O T F+E l^�L D S. S E E D E T A I L 5/5-2.1 x Q
<br /> Mf�TERIALS I. 6RtaDIN6 AND FOUNDATION TO BE INSPEGTED AND GPi2TIFIED BY � G. SELEGTED WELDING MATERIALS j( PRD.�GT SITE IN AGGORDANGE WITH ASTM Glbll/GIbIIM FOR SELF
<br /> T H E S O I L E N 6 1 N E E R P R I O R T O P L A G E M E N T O F G O N G R E T E. Z GONSOLIDATING GROUT ^
<br /> 2.GOORDINATE FOOTIN6 LOGAT�ONS w/GIVIL PLANS. D.SHIELDtNG 6A5 TYPE/FLOW RATE X
<br /> GONGRETE : SHALLOW ISLANDS PIER FOOTINGS �
<br /> POOTINGS TREMIE PLAGMENT � E. PREHEAT APPLIED X VERIFIGATION OF f'm AND fiv�c IN AGGORDANGE WITH SPEGIFIGA710N ARTIGLE 1.4 B PRIOR TO GONSTRUGTION M
<br /> 28 DAY GOMPRESSIVE STRENGTH 3500 PSI 3500 PSI 3500 P51 �
<br /> W/G 0.55 MAX 0.55 MAX 0.55 MAX � Z ^M
<br /> F. INTERPA55 TEMPERATURE MAINTAINED (MIWMAX) x � g j�j �j'
<br /> G. P R O P E R P 0 5 1 T I O N(F,v,+�,o H� x VERIFIGATION ,4ND INSPEGTION GONTINUOUS PERIODIG �, � � ���
<br /> AIR GONTENT 6A5 bSK bA5 M � p
<br /> GEMENT TYPE II II II 13. VJELDIN6 TEGHNIQUES: I. VERIFY GOMPLIANGE WITH THE APPROVED SUBMITTALS - j( � 0 �` ��+�
<br /> SLUMP 4" t I" 4" ± I" b" - q" A. INTERPR55 AND PINAL GLEANING X 2. AS MASONRY GONSTRllGTION BE61N5,VERIFY THAT T+iE v 3 � v��
<br /> � F - FREEZING AND THFtWING FI �I �I � 0
<br /> B. EAGH PA55 WITHIN PROFILE LIMITATIDNS x FOLLOWING ARE W GOMPLIANGE: _ � � Z
<br /> a Q5 - SUL�ATE SO SO 50 �
<br /> P - PERMEABILITY PO PO PO G. EAGH PA55 MEETS QUALITY REQL'IREMENTS X a. PROPORTIONS OF SITE PREPARED MORTRR - X o � � Q��
<br /> w v G - GOtZRO510N PROTEGTION U U GI 14. t^�LDS GLEANED �( b.GONSTRllGTION OF MORTAR JOINTS _ x U � �l�l�
<br /> c. 6RADE AND SIZE OF i'RESTRESSING TENDONS
<br /> NON-SHRINK G120UT - BELOW BASE PLATE: MATGH 28 DP.Y 15. SIZE,LENGTH, AND LOGATION O� WELDS X AND ANGHORA6E5 - WA
<br /> GOMPRESSIVE STRENGTH FOR I6. WELDS MUST MEET VISUAL AGGEPTANGE GRITEi?IA :
<br /> POOT�NGS FROM GHAl2T ABOVE d. LOGATION OF REINFORGEMENT,GONNEGTORS,
<br /> A. GRAGK P120FiIBIT10N X i'f2E5TRE55ING TENDONS AND ANGHORA6E5 X V'
<br /> �I�LORGING �4 AND LARGcR - ASTM A615,GRADE 60 Z B. WELD5BA5E - METAL FUSION X e.PRESTRESSING TEGHNIG2UE - wf� ^
<br /> #3 - ASTM A615,GRADE 40 G.GRATER GRO55 SEGTION X
<br /> f. PROPERTIES OF THIN-BED MORTAR F012 AAG MA50NRY X �A v
<br /> STRUGTUi2AL W SHAI�ES - ASTM Aqq2,GR. 50,F -50 K51 Q '
<br /> STEEL : H55(REGTAN6ULAW - ASTM A500,6R. B,�yy 46 K51 _( D.V�LD PROFILES x 3. PRIOR TO 6ROUTIN6,VEi21FY THAT THE FOLLOWIN6 N
<br /> Us,RNGLES, 3 PLATES - ASTM A36, Fy=36 K51 � E. WELD SIZE x ARE IN GOMPLIANGE: �i
<br /> STRUGTURAL BOLTS - ASTM A30�,6R. A Oi2 ASTM F.UNDERGUT X a.6ROUT SPAGE �
<br /> A325 A5 NOTED a/ - X W'
<br /> ANGHOR$OLTS - ASTM F1554,Gf2. 36 OR G. f'OROSITY X b.GR,4DE,TYPE,AND SIZE OF REIN�ORGEMENT AND =
<br /> ASTM A30�,6R. G � 17. ftRG STRIKES x ANGHOR BOLTS,AND Pf2E5TRE551N6 TENDORS - j( U1
<br /> WELDS - E70XX � Ah1D ANGHORA6E5
<br /> 4 I8. K-AREA X z
<br /> ROOP PANELS - ASTM A653,6R. G,Fy=40 K51 c. PLAGEMENT OF REINFORGEMENT GONNEGTORS, x W
<br /> Iq.(BAG�EK��DMOVED AND WELD TABS REMOVED X AND PRESTRESSING TENDONS AND ANGHORAGES �
<br /> 20. REPAIR AGTIVITIES x d.PROPOfZTIONS O� SITE-PREPARED GROUT 7
<br /> AND f�f2ESTRE551N6 GROUT FOR BONDED - x �'
<br /> 21. DOGUMENT AGGEPTANGE OR REJEGTION OF X TENDONS �
<br /> YVELDED`IUINT OR MEMBER �
<br /> e.GONSTRUGTION O� MORTAR JOINTS - )( U
<br /> OTHER 4. �/ERIFY DURIN6 GON5TRIJGTION: _
<br /> a.SIZE RND LOGATION OF STRUGTURAL ELEMENTS - X �
<br /> 22. ANGHOR 120D EMBEDDED ITEM VERIFIED f'RIOR b.TYPE,StZE AND LOGATION OF ANGHORS, '
<br /> � TO PLAGEMENT OF GONGRETE : INGLUDING OTHER DETAILS OF ANGHORA6E OF _ wa �
<br /> A. DIAMETER,6i2ADE, TYPE AND LENGTH PRIOR TO PLI�G�NT OF GONGRETE MASONRY TO STRUGIURAL MEMBERS,FRRMES,
<br /> B. EXTENT OR D�PTH OF EMBEDMENT INTO �
<br /> 4 GONGRETE OR OTHER GONS'tRUGTION U
<br /> ~ 23. INSPEGTION FABRIGATION OR EREGTED STEEL �. N�LDIN6 OF REINFORGIN6 WA -
<br /> � FRAME FOR GOMPLIANGE WITH DETAILS SHOWN ON d. PREPARATION,GONSTRUGTION,AND PROTEGTION OF „: ,�rF .��;
<br /> � GONSTRUGTION DOGUMENTS : ���.���� MASONRY DURING GOLD WEATHER(7EMPERATURE BELOW _ �
<br /> A.BRAGES,STI��ENERS,MEMBER LOGATIONS �n� 40°F (4.4°) OR HOT 1^�ATHEf2(TEMPERATURE A80VE x
<br /> O B. PROPEi2 APPLIGATION O� JOINT DETAILS AT q��F �322��
<br /> EAGH GONNEGTION
<br /> e.APPLIGATION AND MEASi1KEMENT OF �
<br /> BOLTIN6 PRESTRESSING FORGE WA - �� �� �� �
<br /> f. PLAGEMENT OF 6ROUT AND PRESTRESSIN6 GROUT FOR s � e �
<br /> BONDED TENDONS IS IN GOMPLIANGE WA - '� ���'��-
<br /> 24. MANUFP.GTURPR'S GPRTIFIGATIONS AVAILABLE �
<br /> FOR FASTENER MATERIALS X g.PLAGEMENT OF AAG MASONRY UNITS AND � �
<br /> GONSTRUGTION OF THIN-BED MORTAR JOINTS WA WA � `� �
<br /> 25. Fl�STENERS MARKED IN AGGORDANGE WITH ASTM X � �- =��"�.,
<br /> � (2EQUIREMENTS 5. OBSERVE PREPARATION OF GROl1T SPEGIMENS, _
<br /> MORTAR SPEGIMENS,AND/OR PRI5M5 x
<br /> � 26. PROPER FASTENERS SELEGTED FOi2 THE JOINT
<br /> DETAIL (6RADE,TYPE,BOLT,LENGTH IF THREADS j(
<br /> F- ARE TD BE EXGLUDED FT20M SHEAR PLANE)
<br /> � 2�. PROPEi2 80LTING PT20GEDU12E SELEGTED FOR wA REQUIRED VERIFIG,4TION AND INSPEGTION
<br /> JOINT DETAIL O� SOILS 'Cr
<br /> O 28. GONNEGTION ELEMENTS, INGLUDING THE � ��
<br /> F- APPROPRIATE FAYING SURFAGE SURFAGE GONDITION 1/ERIFIGATION ANI�
<br /> AND I-fOLE Pi2EPARATION, IF SPEGIFIED,MEET w� INSPEGTION T?SK �NTINUOUS PERIODIG � 4�
<br /> � APPLIGABLE REQUIREMENTS � �
<br /> � 2q. PRE-INSTALLATION VEiZIFIGATiDN TESTING BY I. VEi21FY MATE121AL5 BELOW FOOTINGS ARE _ � � �
<br /> INSTALLATIDN PPi250NNEL OBSERVED AND w� ADEQUATE TO AGHIE�/E THE DESIGN BEAi21N6 x �
<br /> DOGUMENTED FOR FASTENER ASSEMBLIES AND GAPAUTY.
<br /> METHODS USED � (�
<br /> 2.VERIFY EXGAVATIONS ARE EXTENDED TO
<br /> 30. PROPER STORA6E PRO\/IDED FOR BOLTS,NUTS, PROPER DEPTH AND HAVE REAGHED P(20PEf2 - j( >' O
<br /> WASHER AND OTHER�ASTENERS GOMPONENTS w� MATERIAL. �
<br /> � 31.�ASTENEI2 ASSEMBLIES,OF SUITA$LE GONDITION, 3.PERFORM GLASSI�IGATION AND TESTING OF _ X
<br /> PLAGED IN ALL IiOLES AND WASHERS(I� REQUIRED) w�c GONTROLLED FILL MATERIALS.
<br /> ARE POSITIONED AS REQUIRED
<br /> � 4.VERIFY USE OF PROPER MATERIALS,DEN51TIE5
<br /> � 32. JOINT BROUGHT TO THE SNUG-TI6HT GONDITION wA AND LIFT THIGKNESSES DUF21N6 PLAGEMENT AND x -
<br /> (� PRIDR TO THE PRETENSIONING OPERATION GOMPAGTION OF GONTROLLED PILL. -
<br /> JC �
<br /> Ua 33.�ASTENE125 GOMPONENET NOT TUi2NED BY THE wA 5. PRI0t2 TO PLAGEMENT OF GONTROLLED FILL,
<br /> `n WRENGH PREVENTED Fi20M ROTATING OBSERVE 5UB6RADE AND VERIFY THAT SITE HAS - X \ W
<br /> �� BEEN PREPARED PROPERLY. i
<br /> L 34. FASTENERS Ai2E PRETENSIDNED IN AGGORDANGE
<br /> �/ WITH THE RGSG SPEGlFIGATION,PROGRE551N6 � �
<br /> � SYSTEMATIGALLY FROM T+iE MOST RiGID POINT wA �
<br /> Q TOYJARD TfiE FREE EDGES � �
<br /> u /� _
<br /> � 35. DOGUMENT AGGEPTANGE OR REJEGTION OF � 1 �, �
<br /> BOLTED GONNEGTIONS X I � I O
<br /> 4 � �
<br /> �IE NOTE REQUIRED FOR :
<br /> I.SNUG-TIGHT JOINTS PEi2 AISG 360 SEGT.6 EXGEPTION I
<br /> t INSPEGTOR NEED NOT BE Pl2E5ENT DURING THE INSTALLATION OF�ASTENER FOR :
<br /> I.SNUG-TIGHT JOINTS PER AISG 360 SEGT.6 EXGEPTION I
<br /> 2.PRE 1EN510NED JOINTS PER AND SLIP-GRITIGAL ,lOINTS,WHEN USING TkE TI-fE TURN-OF-NUT METHOD
<br /> WITH MATGHING TEGHNIQUES,THE DIREGT INDIGATOR METHOD,OR THE TWIST-OFF-TYl'E
<br /> TEN510N GONTROL BOLT METHOD PER AISG 360 SEGT. 6 EXGEPTION 2
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<br /> ��� G�I ����� I �LOT�� GMA JOB N0.
<br /> 2016.030
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