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<br /> T ' DRAWING SYMBOLS tAPPLICABLE T4 STRUCTURAL DRAWiNGS> STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING (2012) �
<br /> STRUCTURAL NQTES CCON D�
<br /> �
<br /> � ,
<br /> �ESICN �oA�s TABLE 1 - REQUIRED GEOTECHNICAL SPECIAL INSPECTI4NS =
<br /> ���� SURFACE - SLOPE UP a
<br /> , NONCOMP4SITE ROOF OECK� STEEL ROOF OECK SHALL BE �F THE SI2E AND INSPECTION " � �.
<br /> �
<br /> � GAGESHOWN ON TH£ PLANS OR AN APPROVEO EQUAL. ROOF D�CK F'ASTENING SHALL ����� SURFACE - STEPP�D SYSTEM OR MATERIAI.. IBC CODE CODE OR STANDARD FREQUENCY (I�OTE 5} REMARKS .
<br /> ' BE ASSHOWN ON THE Pl�ANS. THE MINIMUM END LAP SHALL BE 2-iNCHES CENTERED
<br /> ' OVER SUPPORTS. RE�ERENCE REFERENCE CONTINUOUS PERI40IC
<br /> ���� SURFACE - SLOPE DOWN SUIL..S
<br /> ' SUSPENDEO CEILINGS, L.IGHT FIXTURES, PIPES, DUCTS, MECHANiCAL OR
<br /> ELECTRiCAL EQUIPMENT, OR �THER UTILITIES SHALL NOT BE SUPPORTED BY THE VERIFY MA7ERIALS BELOW SHALLOW FOUIVDATION5
<br /> ' NONCOMPOSITE STEEL R00� DECK WiTHOUT APPROVAL OF' 7HE DISTRICT. Rtf�� SURFACE - Sl.4PE TWO WAYS AR� ADEQUATE TO ACHIEVE TME DESiGN BEARING X
<br /> CAPACITY.
<br /> HOL.ES OR COMBINATIONS OF HOLES IN NONCOMPOSITE ROOF DECK WHICH CUT VERI�'Y EXCAVATIONS ARE EXTENDED TO PROPER °
<br /> - TWO WEBS WHICH ARE CLOSER THAN 24--INCHES ON CENTER IN ANY DECK SPAN, � � D�F'�'H AS�lD HAVE R£ACHED PROPER MATERIAL. X 0.
<br /> MAY REQUIRE DECK REINFORCEMENT AND REQUIRE DIRECTION FROM THE DIS�'RICT. X/CXXX w �X/CXXX BUIL�ING SECTION CU7S pER�ORM CLASSIFICATION AND TESTING OF �
<br /> . CQMPACTED FILL MATERIA�S. 705 6�5'� GE07ECHNICAL REPORT X BY THE GEOTECHNICAt.. ENGINEER o ,
<br /> � X.XX' VERIFY USE OF PROPER MATERIALS, DENSITIES
<br /> ANCHORS T4P 4F SLAB ELEVATION AND LIFT THICKNESSES DURI(VG PLACEMENT AI�lD X
<br /> COMPACTiON OF COMPAC�'ED FILI..
<br /> POST-INSTAL.LED ANCH4RS� PROVIDE POST-INSTAL�ED ANCHORS AS SPECIFIE� IN - SLOPE OBSERVE SU GRAD�E AND VER FY�TI�IAT�SII'E HAS X
<br /> THESE DRAWINGS. BEEN PREPARED PROPERLY.
<br /> USE OF ALTERNATE PRODUCTS, OR OF POST-iNSTALE.EO ANCHORS AT LOCATIONS �gg'-p"� BOTTOM OF FOOTING ELEVATION
<br /> NOT SHOWN IN THESE DRAWINGS, iS SUBJ�CT TO 7NE APPROVA� OF THE T AB L.E 2 - R E Q U I R E D S T R U C T U R AL S P E C I AL I N S P E C T I 0 N S
<br /> DIS�'RICT. SUBMIT PROPC?SED ANCHORS TO THE DISTRICT WITH AN iCC-ES '�
<br /> REPORT VALIO FOR THE 2012 IBC. SUBMITTED ICC--ES �2EPORTS SHALL �
<br /> DEMONSTRATE THAT THE ANCH4RS ARE SUITABLE FOR USE IN CRACKED INSPECTION
<br /> � �
<br /> CONCRETE. WHERE ANCH4RS RESIST SEISMiC L.OAQS, SUBMITTED iCC-ES iNpICATES MASONRY WALLS ABOVE F'RMG SYSTEM OR MATERiAL REMARKS ;
<br /> � REPORTS SHALL DEMONSTRATE THAT THE ANCH�RS ARE SUITABl.E FOR THE IBC CODE CODE OR STANDARD FREQUENCY (NOT£ 5) �
<br /> � RESiSTANCE OF SEISMIC k.OADS. � REFERENCE REFER�NCE CONTFNUOUS PERIODIC Z o � �
<br /> ,__,
<br /> FABRICATION �'
<br /> HEADED SH�AR STUDS� q��, HEADED SHEAR STUQS SHAE.L CONFORM TO ASTM A i08 ��_,,.,,,,__^___�_, INDICATES MASONRY WAl.LS BELOW FRMG �
<br /> V1 0 >
<br /> ANDSHALL BE 3/�+-INCH DiAMETER HEADED STUDS, UNLESS NOTED OTH�RWISE. STUD WHERE FABRICATION OF STRUCTURAI.. � � �
<br /> � LENGTHS AFTER WELD SHAI.L BE AS SHOWN ON THE DRAWINGS. ALL STU�S SHAI..L LOAD-BEARING MEMBERS AND ASSEMBLiES IS
<br /> BE AUTOMATICAi..I.Y END WELDED IN SHOP (?R FIELD WITH EQUIPMENT REC4MMENDED BEING PERFORMED ON TFiE PREMIS�S OF A
<br /> FABRICATOR'S SHOP, SPECIAL INSPECTION OF TH � �
<br /> BY MANUF'ACTURER. MSW-X IN�ICATES MASONRY SH�AR WALL. EXTENTS INSPECTION IN FABRICATION SHOP 1704.2.5 FABRiCATED ITEMS SHAL� BE AS REQ D BY TABL
<br /> 2 AND AS R�Q`D ELSEWHERE IN THE STA7EMEN� � ,.``L �
<br /> aF SPECIA� INSPECTI4NS. REFERENCE SECTION Y �
<br /> . C�LQ-FORMED STEEL �70�.2.5.2 �OR APPROVED FABRICATOR
<br /> £XCEPTION. �
<br /> - � LX INDICATES MASONRY LINTE� BEAM �
<br /> � COLD-F4RMED S1'EEL FRAMING MEMBERS SHALL BE 4�' THE TYPE, SHAPE, SIZE, �
<br /> � GAGE, AND SPACING AS SHOWN ON THE DRAWINGS. MEMBER TYPES AND SIZES �'
<br /> SHOWN 4N THE DRAWINGS RE��R TO MEMBERS AS DE�INED BY THE STEEL S7UD WAC
<br /> INSPECTION OF AI�ECHOR5 CAST IN CONCRETE ACI 318 D.9.2 X ALL Ai�fCHORS SHALL BE VI5UAE.LY INSP�CTED 3
<br /> MANUFACTURERS ASSOCIATION tSSMA). MEMBERS EQUIVALENT IN SHAPE, SIZE, X'-x" 51-50-1705
<br /> STIFFN�SS, AND S7RENGTH BY OTHER MANUFACTURERS MAY BE SUBSTITU7ED SP4T EL.�VATION �
<br /> FOR FRAMING MEMBERS SHOWN. ALT�RNATE MEMBERS SHALL BE SUBJECT TO FNSPECTiON OF AiVCHORS POS7-INSTALLED IN z
<br /> � REVIEW AN� APPROVAl. 8Y THE DISTRICT AND DiSTRICT PRIOR TO FABRICATIC?N HAF2i3ENED C4NCRETE MEMBERS� �
<br /> , ANO ERECTiON. ALL COLD-F�RMED STEEL 1=RAMING SHAl..�. CONF�RM TO THE AISI "' �
<br /> S100 - NORTH AMERICAN SPECI�'ICATION FOR THE DESIGN OF COLD-F4RMED ADHESIVE ANCHORS INSTALLED IN HORIZONTAI..LY � a
<br /> STEEL STRUCTURAI MEMBERS." Al..L STUDS, TRACKS AND JOISTS SHAI..L 8E O R U P W A R D I.Y IN CLINED ORIENTATIONS TO RESIST WAC ICC EVALUATION RPT X X �
<br /> GALVANIZED. FASTENINGS SHAL� BE AS SHOWN ON THE DRAW IN GS. �ASTEN I N G S STEPPED F40TING SUSTAINED TENSION LOAU5. 5 9-5 0-1 7 0 5 A C i 3 1 8 D.9.2.4 � o
<br /> NOT SHOWN SHALL 8E AS REC4MMENDED BY THE MANUFACTURER.
<br /> �
<br /> . MECMANICAL ANCHORS AND ADHESIVE Al�ICHORS WAC ICC EVAI..UATI4N RPT X q�� qNCHORS SHALL 8� VISIlALLY INSP�CTED � �
<br /> � COLD-FORMED STEEL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3, NOT DEFINED ABOVE. � 51-50-1705 ACI 318 D.9.2 (NOTE 7> ,
<br /> "SPECIFICATiON �OR WE�DING SHEET STEEL IN STRUCTURES." WELDERS SHALL �
<br /> BE QUALIFIED BY WAB4 SHEET STEEL WELDER CERTI�ICATION PROGRAM. TB ����'��'� �
<br /> 1705.3 ACI 318 1.3.2
<br /> . - ' VEftIFYING U5E 0� REQUIRED DESiGN MIX. 1904 ACI 318 4 X �
<br /> MATERIALS� 1910.2 ACI 3i8 5.2-5.4 a-
<br /> 1910.3 3
<br /> SHEET METAL SCREWS GRABBER WA�ER SELF-DRILLING, #SX�/2
<br /> AT TNE �'IME FRESH C4NCRETE IS SAMPLEO TO ASTM C 172 X '
<br /> F A B E 2 I C A T E S P E C I M E N S F O R S T R E N G 7 H T�S T, T B 1 7 0 5.3(6)
<br /> ROOF TRUSS DESIGN - (DEFERREO SUBMITTAl..)� ROOF FRAMING SHALL BE OF PER�'ORM SLUMP AND AIR COIVTENT TESTS, AND 1910.10 ACI 318 5 16,5.8 X ' �
<br /> ' TNESIZE AND PR�FI�E SHOWN 4N THE ARCHITECTURAL OR STR U C T U R A L D R A W I N G S. Q E T E R M I N E T H E T E M P E R A TU RE OF THE CONCRETE. ` o
<br /> � FRAMING SHAI.LBE DESiGNED 70 SUPPORT A UNIFORM LIVE AND DEAD LOAD WITHIN
<br /> THE DEFLECTION LIMITS AS DEFTNED IN DETAIL H/S-10A--Ci17 �RAMING SHAI..L ALSO 7B 1705.3(7)
<br /> BE DESIGNED TO RESIST THE SPECiFIED WIND LOADS. INSPECTION OF Ct?NCRETE PLACEMENl' FOR �7p5.3 ACI 318 5.9-5.10 X � z .
<br /> . PROPER APPLICATION TECHNI4UE5. 1910.6-8
<br /> TB 1705.3(8>
<br /> INSPEC7ION FOR MAINTENANCE OF SPECIFIED ACI 318 1.3.2
<br /> , �IELD CUTS AND NOTCHES� ��ELD CUTS UR NUTCHES. OF ANY KIND ARE N4T CURING TEMPERATURE AND i'ECNNIQU�S. .�19��� ACI 318 5.11-5.13 X c��w oc�wAs,��ly
<br /> PERMITTED IN COLD-FORMED STE�L MEMBERS. IF A FIELD CUT IS REQUIRED,
<br /> ' CONTRACTOR SHAL�CONTACT TNE DISTRICT PRIOR T� CU77ING. THE DIS7RICT WILL I{VSPECT FORMWORK FOR SNAPE, l.4CATION AND TB 1705.3(12) ti��� � c'����
<br /> � PROVIDE DIRECTION T4 THE C4NTRACTOR. DIMENSIDNS OF THE CONCRE7E MEMBER BEING ���5.3 ACI 318 6.1.1, 6.2 X
<br /> j �ORMED.
<br /> � MEMBER CONDITIONS� REINFORCING STEEL MECHENlICAI., COUPLERS, ICC EVALUATION X ViSUALLY INSPECT F'OR CORRECT ASSEMBLY AND .� � � �
<br /> ALL STRUCTURAl. COLD--�'ORMED FRAMiNG MEMBERS MUST TERMINATORS AI�Ip FORMSAVERS REPORTS LOCA7'ION o � U036475 ��� w
<br /> ' MAINTATN A GOOD CONDITION. DAMAGED MEMBERS, MEMBERS WiTH CRACKING IN THE
<br /> STEEL AT THE BEND RADIUS LOCATIONS, AND MEMBERS WITH SIGNIFICANT RED MASONRY - LEVEL C � rUKai �_�� Gti�
<br /> RUSTING 4R SCA�ING OFTHE PROTECTIVE CaAi'ING ARE UNACCEPTABLE AND MUST SrovAt. �`' ��h
<br /> BE REPL.ACED, UNl.ESS APPR4VED BY OISTRICT. HANDLING AND LIFTING OF THE VERIFICATIDN OF f'm AND f' ,� PRIOR TO X q�
<br /> TRUSSES SHALL NOT CAUSE PERMANENT DISTORTI4N TO ANY MEMBER OR CONSTRUCTION Al�iD FOR EVERY 5,OQ0 SQ. FT TMS 602= TB 5
<br /> - COLLATERAL MEMBER. MEMBERS N�T MEETING TOLERANCES LIST�D ABOVE, MUST 8E DURFNG CONSTRUCTION TMS 602� 1.4 8 -
<br /> R�PL:ACED PRIOR TO ANY L�ADING. �
<br /> � VERIFICATION OF PROPORTIONS OF MATERIAL.S IN � SNOHOMISFi COUN7Y
<br /> TEMPORARY BRACING� PREMIXED OR PREBLEND�D MORTAR ,4f�fD GROUT j�Q� 4 TMS 602� i'6 5 X D D
<br /> � - ! THE CONTRACTOR IS RESPONSIBLE FOR TNE STRENGTH AND OTNER THA�I SELF- CON50LIDATING GROUT AS TMS 502� i.5 B
<br /> I STABILITY OF THE STRUCTURE DURING CONSTRUCTION. CONTRACTOR SHAl.L. PROVIDE DELIVEREQ TO TEiE PROJECT SITE PUBtfC UTIL[TY DIS7RICT N� t
<br /> TEMPORARY E3RACING AN� OTNER EL.EMENTS REQUIREO TO MAINTAIN STABILITY
<br /> UNTIL THE STRUCTURE IS COMPLETE. TEMPORARY BRACING SHALL BE DESIGNED BY VERIFICATION OE' SLUMP FLOW AND VISUAl. TMS 602� TB 5 �
<br /> A LICENSED WA STATE REGISTERE�. STRUCTURAL ENGINEER (SE) AND SUBMITTED T4 STABILITY INDEX {VSI) AS DELIVERED TO TFiE TMS 602� 1.5 B.1.b.3 X WO 354046
<br /> THE DISTRICT FOR APPROVAI. PRIOR TO FABRICATION 4F' THE FRAMING. PROJECT SITE �OR S�LF-CONSOLIDATING GROUT
<br /> � VERIFY C�MPI.IANCE WIl'H THE APPROVED TMS 602� TB 5(1) X TASK
<br /> SUBMITTALS TMS 602� 1.5
<br /> VERIFY TNA7' THE FOLLOWING ARE IN C4MPLIANCE�
<br /> 5CALE NONE
<br /> . i PROPORTIONS OF SITE-MIXED MORi'AR AND TMS 602� TB 5(2.a)
<br /> � GROUT TMS 602� 2:� G6•�A--C K D�TR KPF�/DMD
<br /> GRADE, TYPE, AND SIZE OF f2EiNFORCEMENT AND TMS 602� TB 5(2.b)
<br /> ' AEICNOR BOI.TS TMS 802� 2.4, 3.4 X CHKR LDS
<br /> � TMS 402� 1.16
<br /> PLACEMENT OF MASONRY U�VITS AiVD TMS 602� T8 �(2.c} ENGR JPB
<br /> CONSTRUC�'IOfV OF MORTAR JOINTS TMS 602� 3.3 B X
<br /> PLACEMENT aF REINFORCEMENT AND TMS 602� TB 5(2.d} APVD
<br /> CONNECTORS TMS 602� 3.2 E, 3.4, 3.6 A X /���� .
<br /> TMS 402� 1.16
<br /> �
<br /> TMS 602� T8 5(2.e) DATE /p (20� (� �
<br /> GROUT SPACE PRIOR TO GR�UTING »d�•4 TMS 602� 3.2 D, 3.2 F X �
<br /> Q
<br /> PLACEMENT 0� GR011T TMS 602� TB 5(2.f) X �
<br /> - TMS 602� 3.5, 3.6 C :
<br /> 0
<br /> SIZE AND LOCA7I�N OF STRt1CTURAL ELEMENT5 TMS 602� TB 5t2.g) X gEVERLY PARK �
<br /> TMS 602� 3.3 F
<br /> � TYPE, SIZE, ava �.ocA�r;o� oF �wc�oRs SU6STAT�ON N
<br /> INCLUDING OTHEE2 E}ETAILS OF ANCHORAGE OF TMS 602� TB 5(2.h> X CONTROI. BUiLDING �
<br /> MASOIVRY TO S7RUCTURAL MEMB�RS, FRAMES, TMS 402� 1.1fi.4.3, 1.17.1 �
<br /> OR OTHER C�NSTRUCTI4N STRUCTURAl. NOTES, LQ
<br /> PREPARATION, CONSTRUCTION, AND PROT�CTION 17Q4.5 SYMBOLS, ��
<br /> DURING C4l.R WEATHER tTEMPERA7URE BELOW 2104.3 �MS 602� TB 5(2.') SP�CIAl.. INSPECTIONS, oN
<br /> 40°F) OR HOT WEATHER (ASOVE 90°F) 2144.4 TMS 602� 1.8 C, 1.� D X AND TESTING ��
<br /> �
<br /> i704.5 REV DRAWING '
<br /> OBSERVE PREPARATIONS OF GROUT SPECIMENS, 2��5 2 2 TMS 602� T8 5(3) X o�
<br /> MORl'AR SPECIMENS, AND/OR pRISMS 2105.3 TMS 602� 1.4 B � S_'��A-C�'�Q ��
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