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fZEVISIONS
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<br /> (THE �OLLOWING APPLY UNLE55 SHOWN OTH�RY�IIS� ON THE DRAWIN65.)
<br /> GRIT�i�I�: ��IGHOfi�,�G�: M��ONRY:
<br /> . 1 . ALL MAT�RIALS, WORKMANSHIP, D�SIGN AND CANSTRUGTION SHALL GON�ORM TO TH� DRAWINGS, SP�GI�IGATIONS, AND TH� 14. �PDXY-GROUT�D RODS OR R�BAR TO GONGi� SP�GI�I�D ON THE DRAWING5 SHALL B� GROUT�D WITH ON� 0� TH� �OLLOY�ING: 21 . GONGR�T� MA50NRY UNIT WALLS SHALL S� GONSTRUGT�D 0� M�DIUM OR NORMAL YV�IGHT MA50NRY UNIT5, GON�ORMING TO ASTM
<br /> INT�RNATIONAL BUILDING GOD� ( IBG) WITH WASHIN6TON STAT� ADMINISTRATIV� GODE AMENDMENTS, 2015 �DITION. 5�T-X� A5 MANU�AGTUi�ED BY 5IMP50N STRON6-TIE GOMPANY, ING. INSTALL IN STRIGT AGGORDANG� WITH IGG-E5 REPORT N0. G�O, LAID IN A RUNNING BOND WITH A MINIMUM N�T AI�A CAMPR�55IV� STR�N6TH 0� 1q00 PSI . MORTAR 5f-fALL B� TYP� "5"
<br /> 2508, INGLUDING MINIMUM EMBEDM�NT REQUIR�MENTS; OR "HIT-HY 200" AS MANU�AGTUf�D BY HILTI, ING. AND INSTALLED IN IN GON�ORMANGE WITH ASTM G270 AND ARTIGL� 2.6A 0� TM5602-13/AGI530. 1-13/A5GE6-13. 6ROUT SHALL GON�ORM TO ARTIGLE �
<br /> , 2. TH� �XISTING STRUGTURE HA5 NOT B�l EYALUATED OR STR�N6TH�NED TO GON�ORM TO GURi�EENT 5EI5MIG GOD� REQUIREMENTS STRIGT AGGORDANGE WITH IGG-E5 REPORT N0. 3187 ( "SA��-5ET" INSTALLATION WITH FfOLLOW GARBIDE DRILL 8IT I5 2,2 0� TM5602/AGI530. 1/A5G�6 AND ASTM G101a REQUIREMENTS AND ATTAIN A MINIMUM GOMP�E55IV� STREN6TH 0� 2,000 P5I �
<br /> A5 PART 0� THIS PiZOJ�GT SGOP�. TH� ALT�RATIONS SHOhIN ARE IN CAN�ORMANG� WITH S�GTIONS 403 AND 807.� 0� TH� P�iZMITT�D) , INGLUDIN6 MINIMUM �MB�DM�NT REQUIR�M�NTS. 5UB5TITUTES PROP05ED BY CANTRAGTOR SHALL BE SUBMITTED �OR AT 2S DAYS, DE5I6N �'m = 1�00 PSI AT 2S DAYS. STiZ�NGTH SHALL B� Y�RI�I�D BY PRISM T�TING OR SHALL B� V�RI�I�D z
<br /> INT�RNATIONAL �XISTING BUILDIN6 GOD� ( I�BG) WITH WASHINGTON STATE ADMINISIRATIV� GODE AM�NDM�NTS, 2015 �DITION. R�VI�W WITH IGG-�5 R�fORTS INDIGATING �QUIVALENT OR 6REAT� LDAD GAPAGITI�S. IN ADDITION, 5UB5TITUTIONS SHALL BY TH� UNIT STR�NGTH M�THOD IN AGGOiZDANGE WITH IBG S�GTION 1�05.4 AND ARTIGL� 1 .48 OF TMS602/AGI530. 1/A5GE6 PRIOR W
<br /> ME�T IGG-�5 AGG�PTANG� GRITERIA AG308. SP�GIAL INSPEGTION 0� EPDXY-GROUT�D ANGHOR INSTALLATION IS REQUIiZ�D. TO GONSTRUGTION. ADDITIONAL UNIT STR�N6TH OR PRISM 1�5TING IN AGGORDANGE WITH ASTM G1314 SHALL SE CAMPL�TED �OR �
<br /> 3. D�SIGN LOADING GRII�RIA: �PDXY GROUT�D RODS OiZ R�BAR 51�fALL NOT B� US�D A5 5UB5TITU1�5 �OR GAST-IN-PLAG� ANGHOR BOLTS OR R�IN�ORGING ST��L EAGH 5000 5QUA1Z� ��ET 0� WALL DURING GONSTRUGTION. �
<br /> UNLE55 SPEGIFIGALLY APPROYED BY TH� STRUGTURAL �NGIN�ER. NOTI�1' �NGIN�R I� ANGHOR LOGATIONS CAN�LIGT YVITH U
<br /> RISK GATEGORY I�G TABLE 1604.5 . . . . . . . . . . . III R�IN�ORGING STE�L - DO NOT GUT IZ�IN�ORGING OR R�DUGE �MBEDM�NT D�PTHS YVITHOUT PRIOR APPROYAL. UNLESS OTH�Rh1I5E NOT�D, PROYID� TH� �OLLOWIN6 R�IN�ORG�M�NT: o
<br /> R00� SNOW LOAD . . . . . . . . . . . . . . . . . . . . . . . 2S P5� ( I S = 1 . 1) �
<br /> � WIND . . . . . . . . . . . . . . . . . . . . . . . . . . . . 115 MPH, �XP05Uf� "B" Kzt = 1 .0 UNLE55 OTH�YVIS� NOT�D, PROVID� TH� �OLLOWING EMBEDM�NT D�PTHS �OR ANGHORS AT GONGR�T�: 8" WALLS #� � 4S"oc. YERT. (2)#5 � 48"oc. HORIZ.
<br /> �
<br /> 4. 51RUGTURAL D�AWING5 SHALL B� US�D IN GONJUNGTION WITH ARGHII�GTURAL DRAWING� AND ALL OTH�R GONTRAGT DOGUM�NTS 3/8"� ROD OR #3 BAR . . . . . . . . . . . . . . . . . . . . . . 4" IN ADDITION, PROVID� ( 1)#5 Y�RT. �ULL H�IGHT AT �AGH SIDE 0� OP�NIN65, AT WALL GORN�RS AND INT�RS�GTIONS, AT f�� O
<br /> N
<br /> � �OR BIDDING AND GONSTRUGTION. CA�ITRAGTOR SHALL V�RI�Y DIMEN5ION5 AND GONDITIONS �OR GOMPATIBILITY AND 5HALL 1/2"� ROD OR #4 BAR . . . . . . . . . . . . . . . . . . . . . . 5" �NDS 0� hIALLS, AND (2)�5 HORIZONTAL AT CL�VAT�D �LOOR AND R00� L�V�LS, AT TOPS 0� WALLS, AND ABOV� AND B�LOW ALL I-
<br /> NOTI�'( ARGHITEGT 0� ALL DISGREPANGIES PRIOR TO GONSTRUGTION. IT I5 TH� GONTRAGTOR`5 RESPONSIBILITY TO GOORDINAT� 5/8"� ROD OiZ #5 $AR . . . 7" OPENI1�1G5. ALL HORIZONTAL REIN�ORG�M�NT SHALL BE PLAG�D IN BOND B�AMS. �XTEND HORIZONTAL REINFORG�M�NT 2' -0" U
<br /> BUILDING LAYOUT DIMENSIONS (GRID LAYOUTS, SITE GOORDINAT�S, �TG.) AMON65T ALL TRAD�S, INGLUDING 5H0� �ABRIGAT�D B�'(OND OPENINGS. I� 2' -0" UNAVAILABL� EXTEND R�IN�ORGEM�NT A5 �AR AS P05SIBL� AND HOOK. PROVID� GORNER BARS TO �
<br /> ITEMS. 15. EPDXY-GROUT�D RODS OR REBAR TO REIN�ORG�D MA50NRY SPEGI�IED ON TH� DRAWINGS SHALL BE GROUT�D WITH ONE 0� TH� LAP HORIZONTAL R�IN�ORG�M�NT AT GORN�RS AND INT�RSEGTIDNS. LAP 5PLIG�S SHALL B� 2�" �Oi� N0. 4 BARS, 40" �OR N0. �
<br /> �'OLLOWING: °5�T XP" A5 MANU�AGTUR�D SY 5IMP50N STRONG-TI� GOMPANY, ING INSTALLED IN STRIGT AGGORDANGE YVITH IAPMO 5 BARS, AND 72 BAR DIAM�T�RS �OR N0. 6 AND LAR6�R BARS. ~
<br /> C/�
<br /> . GONT�AGTGR SHALL VEi�I�I' ALL �XI�TIN6 DIM�N5ION5, M�MB�� 5IZE5 AND GONDITIONS PRIOR TO GOMMENGING ANY WORK AI�D REPORT N0. 265, INGLUDIN6 MINIMUM EMBEDMENT (�QUIR�M�1T5; OR "HIT-HY 70" A5 MANU�AGTUi�D BY HILTI , ING. INSTALL�D z
<br /> PRIOR TO SU�MITTIN6 5H0� DRAWINGS. ALL DIM�NSIONS 0� EXISTING GONSTRUGTION SHOWN ON TH� DRAWINGS ARE INTEND�D A5 IN STRIGT AGGORDANGE WITH IGG-�S R�PORT N0. 2682, INGLUDING MINIMUM �MBEDM�NT i�QUIREM�NTS. �ILL A1_L G�LLS GONTAINING REIN�ORG�MENT OR �hI�EDDED IT�MS AND ALL GELLS ��LOW GRA1� WITH GROUT. PROVIDE GLEANOUT o
<br /> GIJID�LIN�S ONLY AND MUST B� V�RI�I�D. TH� �XISTING GONDITIONS SHOWN ON TH� Di�AI^IINGS AfiZ� SAS�D �ITH�R ON SIT� HOL�S AT BOTTOM 0� ALL GELLS GONTAINING R�IN�ORG�M�NT �OR POURS GR�AT�R THAN 5.33 ���T IN H�IGNT (MAXIMUM SPAGING U
<br /> � OB5��1(ATION, ORIGINAL DRAWINGS OR hI�R� A55UM�D BASED ON EXPEGT�D GONDITIONS. I� THE �XISTING GONDITIONS DO NOT �PDXY-GROUT�D RODS OR R�BAR TO UNREIN�ORG�D BRIGK MA50NRY SP�GI�IED ON THE DRAY�IINGS SHALL BE GROUTED WITH ON�`0� 0� GLEANOUTS SHALL 8� 32"oc �OR 50LIDLY GROUT�D WALLS) . MAXIMUM H�IGHT 0� 6ROUT POURS SHALL B� IN AGGORDANG�
<br /> GL05�LY MATGH THE CANDITIONS SHOWN ON THE D�AWINGS, OR I� THE �XI5TIN6 MAT�iZIA�..S Ai� 0� QU�STIONABLE OR THE �OLLOWIN6: "5ET" A5 MANU�AGTUR�D BY SIMP�ON STRON6-TI� GOMPANY, ING INSTALL�D IN STRIGT AGGORDANG� WITH WITH TM5602/AGI530. 1/A5GE6 TABL� �. MAXIMUM H�I6HT 0� 6ROUT LI�TS I5 5.33 �EET, EXGEPT A5 PERMIT7ED �ER ARTIGLE
<br /> 5UB5TANDARD QUAI.ITY, NOTI�1' TH� �TIGINEER �iZIO� TO GOMMENGIN6 ANY WORK. IGG-E5 REPOi�'f N0. 1�72, INGLU�ING MINIMUM EMB�DM�NT REQUIi�M�NTS; 0� "HIT-HY `f0" A5 MANU�AGTUR�D SY HILTI, ING. 3.5D 0� TM5602/AGI530, 1/A5G�6.
<br /> INSTALL�D IN STRIGT AGGORDANG� WITH IGG-E5 R�PORT N0. 3342, INGLUDING MINIMUM EMBEDMENT I�QUIf�MENTS.
<br /> 6. GONTRAGTOR 5HA1..L PROVII� T�MPORARY BRAGING, BOTH �Oi� V�RTIGAL LOADS AND LATERAL STABILITY, �OR TH� STRUGTUR�
<br /> AND STRUGTURAL GOMi'ON�NTS UNTIL ALL �INAL GONN�GTIONS HAV� B�N CAMPL�TED IN AGGORDANGE WITH TH� DRAWINGS. 5U�5TITUT�55 PROP05ED �Y GONTRAGTOR SHALL BE SUBMITT�D �OR i�EVI�W WITH IGG-E5 R�PORTS INDIGATING �QUIVAI..�NT OR
<br /> G�ATER LOAD GAPAGITI�S. IN ADDITION, 5UB5TITUTIONS SHALL M��T IGG-� AGGEPl'ANG� GRIT�RIA (AG58 �OR N�W MA50NRY
<br /> 7. GONTT�AAGTOR SHALL B� R�5�ON5IBL� �OR ALL SA�ETY PR�GAUTIONS AND THE METHODS, TEGHNIQU�S, SEQU�NG�S OR PROGE�UIZ�S APPLIGATIONS, AG60 �0� UNi�IN�ORGED BRIGK MA50NRY) . SP�GIAL INSP�GTION 0� �OXY-GROUT�D ANGHOR INSTALLATION I5
<br /> R�QUIRED TO P�i�ORM TH� WORK. REQUI(Z�D. PROYIDE SGR��N TUBES AT SRIGK MA50NRY LOGATIONS AND AT HOLLOW GMU. SGRE�N TUBES AR� NOT REQUIR�D AT JT��L.,:
<br /> GROUT�D GMU. HOL�S IN MA50NRY 5HALL B� DRILL�D PER TH� MANU�AGTU(�R'S INSTALLATION INSTRUGTIONS. �PDXY GROUTED
<br /> S. GONTRAGTOR-INITIAT�D GHAN6ES SHALL B� SUBMITTED IN WRITING TO TH� ARGHITEGT AND STRUGTURAL EN6IN��R �OR RODS OR fZ�BAR SHALL NOT BE US�D AS 5UB57ITUT�S �OR GAST-I�I-PLAG� ANGHOR BOLTS OR f�EIN�ORGING ST�EL UNL�SS 22. STRUGTUI�AL ST��L D�SIGN, �ABRIGATION, AND �f�GTION SHALL BE BAS�D ON TH� �AT�ST �DITIONS 0� THE A. I .S.G.
<br /> APPROVAL PRIOR TO �ABRIGATION OR CANSTRUGTION. GHANG�S SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATI5�1' THIS SPEGI�IGALLY APPROVED BY THE STRUGTURAL �NGIN�ER. NOTI�1' �NGIN��R I� 80LT LOGATIONS GONFLIGT WITH 1�IN�ORGIN6 SP�GI�IGATIONS AND GODES:
<br /> REQU I iZ�M�NT. 51`��L - DO NOT GUT R�I N�ORG I NG OR REDUG� EMB�DMENT D�PTHS W I THOUT PR I OR Ai'PROVAL. ���Y� w�?1 �tl
<br /> �, �!�
<br /> � 1 . SP�GI�IGATION �OR STRUGTURAL ST�L BUILDINGS-ALLOhIABL� 5TR�55 AND PLASTIG D�5I6N, OR LOAD a�
<br /> . �� �
<br /> q. Di�AWINGS INDIGAT� GEN�RAL AND T1'�IGAL DETAILS 0� GONSTRUGTION. WHERE GONDITIONS A(� NOT SP�GI�IGALLY INDIGAT�D UNL�55 OTHE�I^IISE NOT�D, pROVID� TH� �OLLOWING �MB�DM�NT D�TH5 �OR ANGHORS AT fi�IN�ORGED MA50NizY WALLS: AND RE5I5TANG� �AGTOR D�SIGN SPEGI�IGATIDN �OR STRUGTURAL ST��L BUILDINGS. - �.�,
<br /> SUT Ai� 0� SIMILAR GHARAGT�R TO D�TAILS SHOWN, SIMILAR D�TAILS 0� GONSTRUGTION SHALL B� US�D, SUBJ�GT TO R�lIEW -
<br /> AND APPROVAL BY TH� ARGHITEGT AND THE STRUGTUfZAL EN6IN�ER. `" �
<br /> 3/8"� ROD OR #3 $AR . . , . , . . . . . 4" 2. GODE OF STANDAfi�D PRAGTIGE �0� ST��L BUILDIN65 AND BRIDG�S, �DO�T�D APRIL 14, 2010. os � ��' �w�
<br /> 1/2"� ROD Oi� #4 �AR . . . . . . . . . . . . . . . . . . . . . 5 ii �,���o A�����G�w``'
<br /> 10. 5EI5MIG BRAGING AND/OR GRAYITY SUPPORT AND ANGHORAG� 0� ALL M�GHANIGAL OR �L�GTiZIGAL �QUIPM�NT SHALL $E 5/8"� ROD OR #5 �AR . . . . . . . . . . . . . . . . . . . . . 7 IN IZ����NGE TO SEGTIONS 3. 1 .2 AND 4.4. 1 , TH� GONTRAGT DOGUM�NTS (D�SIGN DRAWINGS) SHOW GOMPL�T� N�L ��'
<br /> DESIGN�D BY A �R0��55IONAL �NGIN�R R�GIST��D IN TH� STAT� 0� WASHINGTON, �XGEPT �OR EL�M�NTS SP�GI�IGALLY SHOhIN GONN�GTION D�TAILS �OR ALL MEMB�RS EXG�PT TH05E NOT�D TO B� D�5I6N-�UILD IT�MS. ALT�RNAT� GONN�GTION l��j ���
<br /> AND D�TAIL�D ON TH� 51RUGTURAL DRAWINGS. TH� M�GHANIGAL/�L�GTRIGAL GONTRAGTOR MUST HIR� TH� �NGI1��R AND I5 D�TAILS f�QU�ST�D BY Tf�� �ABRIGATOR SHALL �� 5U8MITT�D TO TN� �NGINE�R 0� R�GORD �OR AP�ROVAL VIA A �d
<br /> . f�ESPONSIBL� �0� ALL G05T5 R�LAT�D TO TH� PURGHAS� AND INSTaLLATION 0� NEG�SSARY SUPPORTS, BRAGING AND ANGHORAGE. I�EQU�5T �OR IN�ORMATION (R�I) PRIOR TO GOMPLETION 0� SHOP DRAWINGS.
<br /> 5�I5MIG �RAGIN6 AND ANGHORA6� DE5I6N AND GONSTiZUGTION SHALL CAMPLY WITH GHAi'TER 13 0� ASG� �-10. 5EE 6�NEi�AL ���o��cT�o�:
<br /> STRUGTUiZAL NOT� 13 �0� ADDITIONAL IN�ORMATION. IN RE�ERENG� TO S�GTION 3. 1 .6, �ABRIGATOR SHALL AL50 R�VI�W �RO.I�GT 5i'�GI�IGATIONS AND ARGHITEGTUi�AL
<br /> � 16. DEMOLITION: GONTiZAGTOR SHALL V�RI�'( ALL EXISTING GONDITIONS B��OR� GOMM�NGIN6 ANY DEMOLITION. SHORING SHALL DRAWINGS TO D�TERMINE PAINTIN6 AND GALVANIZIN6 i�EQUIR�MENTS. MEMBERS �MB�DDED IN GONGI�TE, MA50NR1' OR
<br /> 11 . S�OP DRAWING5 �OR fi�IN�ORGIN6 ST�L (�OiZ BOTH GONGf�T� AND MA50NRY GONSTi�UGTION) AND STRUGTURAL ST��L SHALL BE B� INSTALLED TO SUPPORT �XISTING GONSTRUGTION A5 R�QUIRED AND IN A MANN�R SUITABL� TO TH� WORK 5EQU�NGES. TO fi�EGEIVE SPRAY-ON �IREPROO�ING SHALL NOT 8� PAINT�D. DO NOT PAINT OR GALVANIZ� AREAS 0� PI�G�S
<br /> SUBMITT�D TO Tf-f� ARGHIT�GT AND 5TRUGTURAL �NGIN�ER �OR REYIEW PRIOR TO �ABRIGATIO�I 0� TH�5E IT�MS. D�MOLITIDN DEBRIS SHALL NOT B� ALLOWED TO DAMAGE OR OY�RLOAD THE �XISTING STRUGTU�. LIMIT GONSTRUGTION LOADING TO 8� �IELD Y�LD�D, OR �MOYE PAINT AND GALVANIZING IN �IELD PRIOR TO Y�ELDING.
<br /> ( INGLUDING D�MOLITION D�BRIS) ON �XISTING �LOOR 5Y5T�M5 TO 40 P5� (20 P5� AT ROD�S) . � -- - -- � - � � �
<br /> 12. SHOP DRAWIN6 i�/I�W: DIMEN5ION5 AND QUANTITI�S Ai� NOT i�/IEWED �Y TH� ENGINE�R 0� (�GD�D, AND TH���OR� MUST IN i���RENG� TD S�GTION 3.3, IN 7H� EV�NT 0� DISGREPANGIES B�TW�EN D�IGN DRAWINGS AND SP�GI�IGATIONS,
<br /> �� VERI�I�D BY THE GONT�AGTOR. THE GONTRAGTOR SHALL REVI�W AND STAMP DRAWIN65 PRIOR TO i�(I�W BY �N6INEER 0� A. ALL NEW OP�NIN65 TH�OUGH �XI5TIN6 MA50NRY OR GONGR�TE Y�ALLS, 5LAB5, AND BEAMS SHALL B� TH� DE5I6N DRAYVINGS GOV�RN.
<br /> R�GORD. SUBMITTALS SHALL INGLUD� A I�p�ODUGIBL� AND ON� GOPY. TH� i�P�ODUGIBL� SHALL BE MARK�n AND i�ETU�NED. AGGOMPLISHED BY SAWGUTTING WNEi�Y�R P05SI8L�. UNL�55 OTHERWIS� NOTED, ALL NEW OP�NINGS SHALL
<br /> B� SAWGUT N�AT AND GL�AN; NO OV�RGUTTING AT OPENIN6 GOiZN�RS SHALL B� ALLOWED. A5 REQUIIZ�D, IN f��ER�NGE TO S�GTION 4. 1 , TH� �ABiZIGATOR SHALL NOT A55UM� BID PAGKA6�5 GONSTITUT� R�L�A5IN6 TH�
<br /> . SHOP DRAWING SU�MITTALS PROG�55�D BY THE EN6IN��R AR� NOT GHANG� ORDERS. TH� i'URP05� 0� SHOP Di�AWIN6 SUBMITTALS GDiZ� DRILL GORN�RS AND GHIi', GRIND OR GUT TH� GORN�RS TO PROVID� TH� REQUIR�D DIM�NSIONS. DRAWINGS �OR GONSTRUGTION WITHOUT �XPLIGIT DIREGTION TO DO �0 BY THE Oh4N�R.
<br /> �Y TH� GON1`RAGTOR I5 TO D�MONSIRAT� TO TH� �N6INE�R THAT TH� GONTRAGTOR UND�R57AND5 TH� D�SIGN GONG�PT BY
<br /> INDIGATING WHIGH MAT�RIAL I5 INT�ND�D TO �� �URNISH�D AND INSTALL�D AND BY D�TAILING TH� INT�ND�D �ABRIGATION AND B. GONIRAG70R SHALL V�RI�'( ALL �XISTING GONDITIONS AND LOGATION 0� M�MB�RS �RIDR TO GUTTING ANY OP�NINGS. 3. SP�GI�IGATION �OR STRUG`fURAL JOINT5 USING ASTM R325 OR A4�0 BOLTS.
<br /> INSTALLATION M�THODS, I� D�YIATIONS, DISGR�PANGI�S, OR GON�LIGTS B�ThI��N SHOP DRAWING SUBMITTALS AND TH�
<br /> _
<br /> GONTRAGT DOGUM�TlTS ARE DISGOYE(�D �ITHE� PRIOR TO OR A�T�R SHOP DRAWING SUBMITTALS Ai� P�OG�55�D BY TH� EN6INE�R, G. SMALL ROUND OP�NING5 SHALL B� AGGOM�LISH�D BY G01� DRILLIN6, I� P055IBLE. HOL�S UP TO 1 " MAY B� 4. QUALIIY GONTROL SHALL B� IN AGGORDANGE WITH AISG 360 GHAPT�R N (AISG 341 GHAP1`�R J �OR ST��L 5�I5MIG SYST�M) . �
<br /> THE D�SIGN D�AWINGS AND S��GI�IGATIONS SHALL GONTROL AND SHALL B� �OLLOW�D. ROTOHAMM�RED. ,
<br /> GONTRAGTOR SHALL AL50 GOMPLY WITH 05HA R�GULATION 2� G�R PART 1q26 SUBPA�"f R - ST��L �REGTION, PUBLISHED JANUAizI' z
<br /> 18, 2001 . MISGELLANEOUS PLATE� �OR GUYING GA�LE ATTAGNM�NTS, 1�MPORARY JOIST BRAGING, ETG. 5HALL BE ADD�D A5 O
<br /> R�QUIR�D. GONTRAGTOR SHALL �VALUAT� GOLUMNS AND PROVID� AD�QUAT� BAS� PLAT� 5HIM5, ADDITIONAL T�MPOiZARY �R�GTION
<br /> ST�T�Nt�NT O� SPEGI�L IN�i��GTIONS (STi�UGTUR�L): �i���i����: BOLTS/GLIPS, GUYS, OR T�Mi'ORARY BRAGING AS �QUIR�D P�R S�GTION 1a26.755. �--
<br /> � 13. STATEM�NT 0� SP�GIAL INSP�GTIONS - STRUGTURAL IT�MS (5�I5MIG D�SIGN GAT�GORY D) � 17. GONGi�TE SHALL 8� MIX�D, PROpORTION�D, GONV�YED AND PLAGED IN AGGO�DANG� WITH AGI 318-14 GHApT�R 26 AND AGI 301 . 23. STRUG7URAL ST��L, INGLUDIN6 pLATES, AN6L�5, GHANN�LS, AND RODS, SHALL GON�ORM TO ASTM A36, � = 36 KSI . WID� iV
<br /> GONGR�T� SHALL ATTAIN A 28-DAY STREN6TH 0� f'� = 4,000 P5I (4,500 �I AT ALL GONGi�TE EXP05�D TO WEATH�R) . �LAN6� AND WT ST��L SHAP�S SHALL GON�ORM TO ASTM Aqq2, �y = 50 KSI . STE�L PIPE SHALL GON�ORM TO ASTM A53, TYP� � _'
<br /> SPEGIAL INSP�GTIONS AND TESTING SHALL B� P�R�ORM�D BY TH� OWN�R APPOIN`f�D INSP�GTION AG�NGY IN AGGORDANG� WITH MAXIMUM WAT�R-G�MENTITIOUS MAT�RIAL RATIO �OR INT�RIOR 5LA$5 SHALL B� B�TI^4��N 0.40 AND 0.44. OR 5, GRAD� B, �y = 3� KSI . ST�UGTURAL TUBIN6 (H55) S�+ALL GON�O�M TO ASTM A500, GRAD� B, �y = 46 KSI . ANGHD� z
<br /> GHAi'TER 1� 0� TH� IBG WITH REPORTS PER IBG S�GTION 1�04.2.4 SUBMITTED TO TH� OWNER, ARGHIT�GT, STRUGTURAL �OLT5 SHALL GON�Oi�M TO ASTM �1�54 (36 KSI) . STE�L-T0�5T�EL GONN�GTION �OLTS 5HALL GON�ORM TD ASTM A325. �
<br /> �NGIN��R, GONTRAGTOR, AND SUILDING D��IGIAL �OiZ �AGH DAY SP�GIAL INSP�GTIONS OR T�STING I5 P�R�O�M�D. TH�S� ALL GONGiZET� SHALL B� �XP05UR� GLA55�5 �0, 50, P0, AND GO P�R AGI 318-14 TA�L�S 1a.3. 1 . 1 AND 1a.3.2. 1 �XG�pT A5 W
<br /> INSP�GTIONS A(� IN ADDITION TO TH� INSP�GTIONS SP�GI�I�D IN I�G S�GTION 110. 5�� TABL�S B�LOW �OR ADDITIONAL NOT�D B�LOW, 24. DIM�NSIONAL TOL�i�ANG� �OR STRUGTU�L ST��L M�MB�RS SHALL B� P�R TH� AISG GOD� 0� STANDARD Pi�AGTIG� �OR ST��L �
<br /> IN�ORMATION. BUILDIN65 AND BRIDG�S, S�GTION 6.4 AND ASTM SP�GI�IGATION A6. UNL�55 SP�GIFIGALLY ALL01^I�D BY TH� ENGIN��R, Q
<br /> ALL GONGI�TE �XP05�D TO EAR7H (�OUNDATIONS, �TG.) : (�0, 50, P0, GiJ GOLUMN M�MB�RS SHALL NOT B� MODI�I�D �Y TH� ROTARY STRAI6H7�NIN6 PiZOG�55. �
<br /> STRUGTURAL I TEMS 5�G I AL I NSP�GT I ON �f�QUENGY I BG R��E(�NG� ALL GONG�T� �XP05ED TD 4"4�ATH�R: (�1 , 50, PO, G 1)
<br /> 2�. HOL� SIZ�S IN STE�L M�MB�RS �OR GONN�GTIONS TO GONGR�T� OR MA50NRY SHALL �� A5 �OLLOhlS UNL�55 SP�GI�I�D �y J
<br /> STRUGTURAL STE�L �A�RIGATIO�! �REGTION AND NOND�STRUGTIV� T�STING� GONGi�T� MIXES SHALL M��T OR �XG��D TH� iZ�QUIi�M�NTS SPEGI�IED ABOV�. MIXES SHALL B� SUBMITT�D TO TH� ENGIN��R OTHERWIS� ON THE DRAWINGS: �� o
<br /> S��GIAL INSP�GTION AND NOND�STRUGTIV� T�STING �OR STRUGTU�AL ST��L SHALL S� IN AGGORDANG� YVITH TH� QUALI?Y AND BUILDING O��IGIAL �OR APP�OVAL TWO W��KS PRIOR TO PLAGING ANY GONGf�T� AND SHALL INGLUD� TH� AMOUNTS 0� ,�
<br /> A55UfizANG� (QA) INSPEGTION R�QUII�M�NTS 0� AISG 360-10 GHAPTER N, GONTINUOUS INSP�GTION SHALL $E P�R�ORMED AT "P" GEMENT, GEM�N7ITOUS MAT�RIAL, �IN� AND GOARSE AGGf�GAT�, WAT�R AND ADMIXTUi�, A5 WELL A5 TH� WATER-G�M�NT RATIO, MAXIMUM HOL� DIA. OYER NOMINAL BOLT DIA, o
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<br /> TA5K5 D��IN�D IN AISG 360-10; P�RIODIG INSP�GTION SHALL S� P�R�ORM�D AT °0" TA5�5 D��IN�D IN AISG 360-10. SLUMP, GONGR�T� YI�LD AND 5UB5TANTIATING STf�ENGTH DATA IN AGGORDANG� WITH AGI 318-14, GHAPT�R 26 AND 2�. R�YI�W ANGHOR TYP� OT�+ER THAN GOL. BAS� PLATES GOL. BAS� PLAT�S �Y
<br /> ADDITIONAL SPEGIAL INSP�GTION AND T�STING ��QUIiZ�M�NTS �0� TH� 51RUGTURAL STEEL 5�I5MIG 5Y5T�M SHALL B� PER AISG 0� MIX SUBMITTALS BY THE �NGIN��R 0� I�GO�D INDIGAT�S ONLY THAT IN�O�MATION PRESENTED GON�ORMS G�NERALLY WITH GAST-IN�PLAGE ANGHO� BOLTS 1/ib" � TABLE 14-2 0� AISG STEEL GONSTR. MANUAL, 14TH �D. �n V
<br /> 341 -10 GHAPT�iZ .1 A5 INDIGATED B�LOW. GONTRAGT DOGUMENTS. GONTRAGTOR OR SUPPLI�R MAINTAINS �UL� R�5PON5IBILITY �OR SP�GI�I�D P�R�OiZMANG�. �X�ANSION BOLTS 1/ib" � �/16° �] �
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<br /> SHOP AND �IELD W�LDING GONTINUOUS/��RIODIG (QA PER AISG 360 GH. N�.4) 1705.2. 1 18. 1�IN�OKGING ST�EL SHALL GON�OiZM TO ASTM A615, GRADE 60, fy = 60,000 PSI . W�LD�D WIR� �ABRIG SHALL GON�O�M TO
<br /> ASTM A1064. � U5� 0� LARG�R HOL�S WOULD R�QUIR� TH� U5� D� YV�LD�D PLAT� hIA5H�R5 AND WOULD i�QUI� PRIOR APPROYAL �� 0 �
<br /> MAT�RIAL V�RI�IGATION P�RIODIG 1�05.2. 1 BY THE STRUGTURAL �N6IN��R. �n Q �
<br /> ( IDENTI�IGATION MARKS AND MANU�AGTUR�R'S T�ST 1�PORTS) la. R�IN�ORGING ST��L SHALL B� D�TAIL�D ( INGLUDIN6 HOOKS AND B�NDS) IN AGGORDANG� WITH AGI 315-q� AND 318-14. LAP -
<br /> • ALL GONTINUOUS IZ�IN�O�G�M�NT (#5 AND SMALLE�) 40 BAR DIAM�RS OR 2' -0" MINIMUM. PROVID� GORN�R BAR� ,�T ALL WALL HAi�D�NED OR GOMMON PLATE WA5HE�5 ARE R�QUI(�D B�LOhI ALL NUTS WH�i� OV�RSIZED HOLE5 AR� US�D AND SriALL �� � �
<br /> AND �OOTING INTERS�GTIONS. LAP GORN�R BARS (#5 AND 5M,4LL�R) 40 BAR DIAM�T�RS OR 2' -0" MINIMUM. L,�PS 0� LARG�R B� SIZED TO GOVE� ENTIRE HOLE, MIN:MUM WASH�R 5IZ�5 �OR GOLUMN BASE PLATES SHALL B� IN AGGORDAiVG� ��° w
<br /> GONGRETE (5�� G�N�RAL 57RU�TURAL NOT� 1� �OR ADDITIONAL i�QUIR�MENTS) �� BARS SHALL B� MAD� IN NGGORDANG� WITH AGI 31�-14 S��TIp� 2�.5, GLA55 B. LAP ADJAG�NT MATS 0� W�LD�D ;�IRE �ABRIG WITH TABL� 14-2 0� TH� AISG 5T��L GONSTflUGTION NANL'AL, 14TH �DITION. �i � �
<br /> GONGR�T� PLAG�MENT��� GONTINUOUS TABL� 1705.3 IT�M 5,b�1 A MINIMUM 0� 12" AT 5In�5 ANn �NDS. � Q
<br /> GURING � �ORMWORK PROG�DUIZ�S P�iZIODIG TABL� 1�05.3 IT�M 8, 11 �12 w
<br /> 26. ALL W�LDING SHALL B� IN GON�ORMANG� WITH A. I .S.G. AND A.W.S. STANDARDS AND SHALL B� P�R�ORM�D BY W.A.�.O. �L � z
<br /> NO BARS PARTIALLY �MBEDDED IN HARDEN�D GONG1�TE SHA L L B E �I E L D B E N T U N L�5 5 O T t�E R Y�I S� N O T�D O N T H E D�1 W I N G 5 O i Z G�R T I�I�D Y J�L D�R S U S I N G ��1 0 X X E L�G T R O D E S. O N L Y P R�Q ll A L I�I�D Y�L D S (A 5 D�I N�D B Y A.W.S.) S H�A L L i 3� J S�D. D O N O T w � �
<br /> M A 5 0 N R Y (5�E G�N E R A L 5 7 R U G T U R A L NOT E 2 1 �OR ADDITIONAL R�QUI�M�NTS) APPRO�D BY TH� STRUGTURAL �NGIN��R. PAINT OR GALYANIZ� AREAS D� i'I�GE5 TO B� �I�LD W�LD�D, OR I�MOY� PAINT AhD 6ALVANIZING IN �I�LD fi'RIOR TD WELDING. i�, z N
<br /> L�VEL � SP�GIAL IN5��G7ION P�RIODIG (GONTINJOUS �OR 6ROUTING AND 7ABL� 3. 1 .2 TM5 402/AGI 530/ASG� WELDING �� GRAD� 60 R�IN�ORGING BA�S ( I� R�QUIR�D) SHALL BE P�R�ORMED USING LOW HYDROG�N EL�GTROD�S. WELDIN6
<br /> �-13 20. GONGI�ET� Pfi�OT�GTION (GOVER) �OR REIN�ORGIN6 STE�L SHALL S� A5 �OLLOWS: WITHIN 4" 0� GOLD BENDS IN i�EIN�ORGING STE�L I5 NOT P�i�MITT�D. 5�E REIN�ORGEM�NT NOT� �OR MAT�RIAL i�QUIREM�NTS C
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<br /> �DOTINGS AND OTH�R UN�ORM�D SUR�AG�S GAST AGAINST AND P�RMANENTLY �XP05�D TO �AR7H . . . . . . 3" P C► R T E R
<br /> �PDXY 6ROUT�D RODS OR R��AR P�RIODIG INGLUDING INSP�GTION 0� �MB�DM�NT TABL� 1rt05.3 IT�M 4, �ORM�D SUR�AG�S �XP05�D TO �Ai�TH ( i .e. WALLS B�LOW 6ROUND) OR W�ATH�R (#6 BA�S OR LARC�ER) . . . 2" TH� W�LD SYMSOLS 5HOWN ON TH� DRAWINGS AR� INT�ND�D ON�Y TO AID TH� GONTRAGTOR IN TN� D�T�RMINATION 0� �I�LD L u N D E E N
<br /> D��TH AND HOL� GL�ANLINE55 PRIOR TO ALL AGI 318-14 S�GTIDN 17.8 (#5 BARS OR SMALL�R) . . . 1 1/2° VER5U5 SHOP N4�LDING. TH� GONTRAGTO� SHALL WOiZK WITH THE �AB�IGATOR AND �GTOR TO GOORDINATE TH� �INAL
<br /> INSTALLATION5 (GONTINUOUS �OR UPWARDLY INGLIN�D ANGHORS) SLAB-ON-GRAD� BOTTOM i�IN�ORGING (WITH VApOR BAR�I�R B�LOW) . . . . . . . . . . . . . . . . . 1 1/2" D�TEi�MINATION 0� �I�LD Y�R5U5 5HOP W�LDS TO AGGOMMODA`f� TH� GONSTRUGTION S�QUENGIN6 OF THE PROJ�GT. so, sEcoNo avENUE,SUITE900
<br /> 5LAB5 AND WALLS ( INT�RIOR �AG�) . . , . SEA-r-r��,WA 98104
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<br /> (206)343-0460 www.cplinc.com
<br /> � STRUGTURAL S��L QUALIlY ASSURANG� INSP�GTIONS, �XG�PT NOND�STRUGTIV� T�STING, MAY B� WAIVED I� APPROVED BY TH�
<br /> OWN�R AND BUILDING O��IGIAL �OR WORK P�R�ORM�D ON 1'HE PREMI5�5 0� A �ABRIGATOR iZEGIST�RED AND APPROVED TO P�R�ORM
<br /> SUGH WORK WITHOUT SP�GIAL INSP�GTIDN IN AGGCRDANG� WITH IBG S�GTION 1�04.2.5. 1 .
<br /> �� �XG��TIONS 1 THRU 5 P�R IBG S�GTION 170�.3 SHALL NOT APPLY TO GONGi�TE WORK ON 7HI5 PROJ�GT.
<br /> ��� �R�QU�NGY 0� GONGRET� LA�ORATOR'( TEST I NG SHALL BE I N AGGOi�DANG� W I TH AG I 315-14 S�GT I ON 26. 12.2 UNL�55 � � � � I �. � �.� � � �
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<br /> 2025 FIRSTAVE � SUITE 300
<br /> 5 ISMIG D�SIGN R�QUIi�M�NTS P�RIODIG SP�GI�! INSP�GTIQN
<br /> SEATTLE WA 98121
<br /> P:206.441.4522
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