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PROJECT GENERAL N �TES <br /> i. AIR CONT�N�: CON�oRM To ACI 3r�i 5�G 4.2.1. NaRIzoNTA�. AND vERrtfCAL �XT�RfoR � ���p g� � Z Q N o 0 <br /> S U R�A G�S R E Q L I f R� E N T R�4 f 1��D A I R fi�R T�B�.� A B O�/�. T O L�R A�l G� I S t l��2io. ,4 1 R c n O N `�' � 0 a- �m �u <br /> GENERAL REQUIREMENTS & DESIGN CRITERIA CONTENT S+�ALL B� M�ASUR�D AT POINt O� D15CN,4RC�E. ��' �r� � � v W�' �o <br /> 2. SLUMP: CONFORM 70 ACI 3�1 6�G 4.2.2.2. S�UMP SNA�L B� DEfiERMIN�D AT POfNT O� �y �W ' Z Z Q '" <br /> BUfLDINCx CODE= 2�15 INT�RN,4TIONAL BUILDINC-� GODE �IBC� '� � .I 3 m <br /> PLAC�M�Nt, a �1� w <br /> MA7�RIALS S1'ANDARDS: REF�RENCE 70 A SPECI�IC SECTION IN tN� IBG DO�S NOT R�LI�V� 3. NON-CI-4�OR(D� ACG���RATOR: NON-CI-ILORIp� AGC��.�RATINC� ADMIXTUR� MAY BE US�p r;� � �� �J �+ � a � Q � <br /> IN COi�CR�t� SLABS PLAC�D AT AMBf ENrt TEMPERATURES B�LOIU 5�°F AT tNE c1� <br /> TN� GO�lTRACTOR FROM COMPI�I,4NC� IUITN TN� �NTIRE MAT�RfALS ST,4NpARDB R�F�R�NC�D IN GONTRAG�OR'S OPTION. '�o ��~ ` �. Z �j � � �- <br /> TNES� N07�S. TI�E LATE57 �DITION O� TN� MATERIALS �TANDARDS S�{ALL B� US�D. � � ys �'� � 1'L l� � � _ <br /> � �i � N a <br /> �ORMUJORK: GON�ORM TO ,4G1 3m1 5�C 2 "�ORMIUORK ANp FORM ,4CGE550Rf�5." � `��P � \ o <br /> STRUCtURAL RESPONSIBILItI�S: tN� �NCrtIN��R IS R�9PONSIBL� �OR �fN� Sl"R�NCxt+� AND � <br /> STABI�ITI' O� 7N� PRIMARI' STRUGTUR� IN IT5 COMPL�TED STATE � � � W � <br /> . CONCRETE REINFORCEMENT � W a � <br /> CONTRACTOR R�5PON51B1�11'IES: TH� CON7RAGTOR IS I2�8PON51BLE FOR T�{� MEANS AND 1 , <br /> M��NODS O� CONStRUCtION ANp ALL JOB R�LA�"�D SA��tI' StANDARDS SUGN AS 05NA AND �TANDARDS: ACf 3m1, ACI SP-66, GRSI MSP-2, ANSI/AIUS D1.4, IBC CN,4P7�R 19, ACI 318 V �rh � Z o <br /> LU5H,4. TH� CONTRAGTOR IS R�SPONvfB�� �OR TN� STR�N�xTN ANp S7ABI�ITY O� TI�� NAfLS AND STAPLES: CON�ORM 70 IBC 5�C 23�3.6 "NAIL� AND STAPLES." I�NL�SS N01'�D � V <br /> 6TRl1C7UR� DURiN� coNStRUCTION AND S+�ALL PRO�riD� TEMPORARY S�+ORIN�, BRACIN� ,4ND MAT�RIALS: oN PLaNS, NAI� PER i�G T,4R�� 23m4.3.i. UN�ESS NOT�D oT�I�RUJISE A�L NaIL� SH,4LL B� �''� � W � � <br /> OTH�R ���M�NTS k�C�2UfRED TO MAINTAIN STABI�(T1' I�NTIL TNE STRUCTI�RE 15 GOMPLETEp. 11' IS R�I N F O R G I N C� B fi R S A S T M A�o l�, C�R A p� 4�, p��O R M�p �A R S. COMMON. NAIL SIZES SPECI�I�D ON TN� DRAIU fNC�S AR� BAS�D ON 1'�IE �OLLOUJ(NCz � � Q <br /> tN� COI�rtRACtOR'S RESPONSIBILfTl' t0 BE �AMILfAR IUITN t+�� IUORK R�QUIR�D fN t+�E ��R S�PPOR7S CRSI MSP-2, CNAPt�R 3 "E3AR SUPPORTS." SP�CI�IGA7(ONS: � � J � <br /> CONSTRUCTION pOCUM�NTS ANp 7NE R�QUIR�M�NTS FOR �X�GUTINC� fT PROP�R�1'. t�� ��R� 1�0.5 GAC�� OR HEAYIER, BLAGK ANNEaLED. gIZ� L�NCzTF� DfAM�7ER � v <br /> 8d 2��2" D.131" f � <br /> DISCREPANCI�S: IN C,45� OF D15CR�PANCIES B�fiUJEEN TNE PROJECT STRLIC7URAL 1�07E5, ���-p���' ��RS S�A�-�- �OT �� IU�Lp�D UN�.�SS AI�TNORfZ�D. lmd 3" �1�8° 7 � � <br /> DR�4UJINCaS, �X15tINC� CONDI7ION5, PROJ�CI" SP�CI�ICA1'IONS �4ND/OR MAt�RIALS StANDARDS, l�od 3��2° D 162" a � <br /> T�I� �NCzIN��i2 SN,4�L p�7�f�MIN� WNfCN CxOVERNS. pfSCREPANCIES 9NA�L B� BROI.lCxNT TO TN� F'�-AGNC�: GONFDRM TQ ACI 3�1, 5�C 33.2 "P�AC�MEN?." PLAGINC-� TO1��RANCE� SNALL CON�ORM _ �q� gOL7S/BOLTS: CON�ORM TO ASTM A3Q�7. � ? � <br /> 70 S�C 3.3.2.1 "1"OL�RANGES." W � <br /> AtT�NTION OF 1�NE �NC�INEER BE�OR� PROCEEDINCx lUf7N TNE UJO�C. - �NCxfN��R�D 1U00D PRODUCTS (TRL15J015T): TN� �O�.�OIUINCs MAT�RIA�S AR� BAS�p ON � � � <br /> L�4MB�R MANU�AGtUR�D Sl' TRUSJOISt AND UJ�R� I�S�D �OR TN� D�SIC�N AS SNOLUN ON I� � � <br /> CONCR�T� COV�R: GON�ORM TO TI�� �OLLOIUINC� GOY�R R�G2UIR�M�NTS �ROM ACI 3m1, TABL� t,. Y �' <br /> • 51TE V�Rf�ICA�ION- tN� CONI�RAC?OR SNALL V�RI�I' ALL DIM�NSIONS AND GOND1710NS At 1"N� TN� PLANS. ALT�RNAT� PROpuCT� BY OT�4�i2 M,4NUFACTUR�RS M,AY B� 51�B5TITUT�D „ W <br /> 51TE PRIOR TO �A�RIGATION AND CONSTRUCTION. GONF�IGTS B�TUJ��N TN� pRAUJINCxS AND 33.23: PROVIDED tNE1' �4AV� CURR�N� ICC APPROV,4L �OR EQUIVAL�NT OR GREAl"�R LOAD 7 3 � <br /> ACTUAL 51T� COND(tIO1�S Sf�ALL B� BROUC�NT t0 TN� A7tENtION OF 7NE �NCxI�IE�R SE�OR� �OI�CR�t� CASl' ACxAINS7 EAR71� 3" AND BTI�NE�S PROPERTI�9 ANp ARE REVI�W�D AND APPROY�p B^( TH� �NGzl�l��i�. 3 W <br /> PROC�EDINCx UJITH TNE WORK. ALL UNpERC�ROUNp I�TI�IT{�5 SNA�L B� D�TERMIN�D �Y TF�� GONGR�T� �XPOSEp TO �AR�t�4 OR UJEA7N�R (�5 & SMA�L�R) l��z" A. LAMINAt�t� Y�N��R LUMBER (LVL�: CQN�ORM t0 N�S REPORl" NO. NER-�81, ICC �S <br /> GONI'RAC70R PRIOR 1'O �XCAVAtION OR 1�RILLINCx. R�PORT NO. �R-4919 OR CCMG R�PORT NO. (d86��-R. <t � � cs� c� <br /> SPLfC�S: CON�ORM TO ACI 3�1, SEC 3.32.�. ��� #4 BAR SP�.IC�S 51�L�LL B� 28", U1�0. g, PAi2ALLEL S�'RAND LUMB�R �PSLI: CONFQRM t0 NES R�PORT f�0. N�R-�81, fCC ES � � .-�'� � W � <br /> I�IND DESIC�sN R�POR7 NO. �R-49�(`3 OR CCl"fC REPORT NO. 11i61-R. , � � <br /> BA51C IUIND SPE�D �3-S�C C�I�ST) V = ll� MPN OCCl�PA1�C1' C�4T�C�ORY �( �IELD B�NDINC�: CONFORM TO ACI 3m1 S�G 332.8 "FIE�p B�NpINC� OR STRAICaNTENING.° BaR C. LAMINAt�D 51'RAND LUMB�R �LSL): GON�ORM TO N�S R�PORT NO. N�R-481, ICC �S � � U] � <br /> �XPOSUR� CA7�CsOR1' C ENt�RN�4L PRESSUR� COEF�., CxGpi ±ID.18 SIz�S �3 tNRU *5 MA7 B� �(�LD B�Nt COLD t+�� �IR51" tfM�. Ol"+��R BARS R�QUIR� PR�N�AtINC�. 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SI�BMIT GQPf�S OF ,4LL INSP�GTION D�CK J018TS 2x F�EM-FIR NO. 2 85� PSI FAS7ENE(z5 W CONTAGT IUITN PR�SSUR� TR�AT�p LUMB�R B� ST,4fN�ESS 57��� TYP� 31�oL. AT — ., <br /> REPOR�CS TO Tl�� �NC�IN��R �OR R�VIEIU. B�Ai"(5 8 POSTS 4x N�M-FIR NO. 2 85�D P81 7NE OIUN�R'S RISK AND DfSCR�TION, NOT-DI�'PED C�ALYAN(ZED METAL NARDIUAR� AND � � L� 1— <br /> B�AMS � POSTS 6x pOl�Cx-�IR NO. 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