13500 SW HALL BLVD-5 `IT96at7
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TYPICAL BEMIRING DEPTHS AM WELDS THIS SIX lP THIS s1oE LIP qrX ES afro rH Im
E� 2-f3/te'x2' S1_OTS 2-13/f6'x2' SLOTS 2-9/119'x2' SLOTS 2-5/B' 0 HCLES_ 2-7/B' W HOLES
( U.N.O. ON DRAW:N3S OR ,ILLS OF MATERIAL. ) �- � -- - - L.,MLY W/ ,I1 --= '
♦• GA. ���---------
,L \�---- � / ------ 19' GA. 3 f/♦' GA. I ♦' 6A. - C' GA. I -----
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BEARING DEPTH I j
4
WELDS TO SUPPORT a ——- _ \ _ ' -- - -- - - —= A } L
�sc1 or c I �� E I BAS K M
SHORTSPAN 2 1,12" 2 - 1/8" X 1' FILLETS OR tOUIV. sl1oRTSPJJJ JOISTS LGNGSPAN JOISTS DA HIST GIROEhS AJ_a3LE5\ SA
( H OR K SERIES 1 ( LH OR 0 SERIES 1 \ \\\ -- \ --- r
JOIST GN C. 2 - i/4` X 2" FILLETS OR EJUIV. FIFD WELD EXTRA wEB W-EER AT CONDITION 7 CONDITION 8 _ CONDITION 9 CONDITION SA CONDITION_2_A_
WN'ENTRATED LOAD LOCITIONs 1N - yam• ,—A 1 a•JOIST GIF�EA C. 2 - 1/4" X 2" FILL!--TS OR EQUIV. ACCROANCE WITH GENERAL NOTE STANDARD I-ONG SPAN STANDARD GIRDER STANOAAL SHORT SPAN HOLE CONDITIONS FOR BOLTING �
X ORIENTATION ff FrL BOTTOM ( i1TD BEA7IN6 JOISTS Y No 11 ON THIS DRAWING JOISTS TO JOIST GIRDER TOP CHORD E3 ` =,`i aT C INVERT r71 Top E G J L. L N
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1 •' /� ' HOLE CONDITIONS ----
11 � BRIDGING (SEE GEN. NOTES)
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RECOMMENDATJONS FOR HANDLING AND ERECTING :
rl r
OPEN WEB STEEL JOISTS AND JOIST GIRDERS
GENERAL
{ 1 WHEN UNLOADING BY CRANE.ALWAYS HOOK CHAINS OR SLINGS TO WHETHER ANY AOUITIONAL WELD IS REOUIRED DUE TO SPECIAL
TOP,OA BOTTOM CHORD.NOT TO THE WEB MEMBER.PREFERABLY CONDITIONS.
6 AT 113 POINTS DO NOT JERK J013T WHEN LIFTING WHEN UNLOADING LONOgPANa
^� BY HAND BREAK BUNDLES AND UNLOAD EACH JOIST SEPARATELY
21 HOISTING CABLES SHALL NOT Be RELEASED UNTIL ONE LINE OF
2 CHECK CESSO IES MARK NUMBER. AND THEDIT, IVE OF TICKETS
BOLTED DIAGONAL BRIDGING NEAREST MIDSPAN FOR SPANS OF 10
AND ACCESSORIES ON ARRIVAL. NOTE ON THE^4LIVERV TICKET$
{I ANY SHORTAGES OR CISCREPANCIE9 G NEAREST
THF THIRD POINTS OF TI IF.SPAN FOR SPANS OF OVER e0 FT.TO 10C
FT;T AND ALL BOOLTED D AGONALINES OF L BRIDGING TED NLINES FORAL K PAN OVER
COVER JOISTS TO PROTECT THE PRIME COAT IF THEY ARE NOT 100 FT,ARE Ir.3TALLED,AND IRI ERE JOISTS ARE BOSOM BEARING,
� l � 3 STORE JOISTS CN WOODEN 9KICS TO KEEP THEM OFF THE GROUND
ERECTED IMMEDIATELY THEIR ENDS HAVE BEEN RESTRAINED LATERA'.LY.
♦ PW/RuC JOISTS ARE FABRICATED TO MEET THE ERECTION 2^. ENDS OF JOISTS RESTING ON STEEL SUPPORTS ^•HALL 8E
/\�1`r//1 REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT CONNECTED THERETO WITH A MINIMUM OF TWO 11♦-INCH FILLET
FIELD COMP'.IANCE WITH THIS ACT IS NECESSARY WELDS 2 INC'!ES LONG OR EQUIVALENT, OR WITH TWO 314 INCH
' STANDARD BRIDGING MAY VARY IN NUMBER OF ROWS AND TYPE S ERECT ALL JOIST GIRDERS WITH TAG END TO THE LEFT OR BOTTOM BOLTS.THE STRUCTURAL DRAWINGS ON THE PROJECT SHOULD BE
E UAL E JAL E UAL E U L -nr� y OF THIS DRAWING UNLESS TAG ENDS ARE NOTED ON FRAMING PLAN REVIEWED TO DETERMINE WHETHER ANY ADDI"')NAL WELD IS RE
ll `�.` ERECT ALL SHIJriiztPAN AND LONGSPAN JOISTS IN ACCORDANCE OUIRED DUE TO SPECIAL CONDITIONS.
r\\ �� O Y ..^ - li.�l of T- �., .,. 1 c4 WITH INO PLA;I FROWN ON DRAWING UNLESS TAG ENDS ARE NOTED JOIST GIRDERS
\ uL �t L 1 l /\I�C.JwJI F aA OR PLAT! 23 NO LOADS SHALL BE PLACED ON THE JOIST GIRDER UNTIL THE JOIE'5
�T!/ � ✓ BEAnING ON THE GIROER ARE IN PLACE AND WEL DI:D TO THE GIRDER
WWW r `� _ 8 DO OT•OMPLETEIv WEED JOISTS TO BEARING SUPPORTS UNTIL 21 THE STRUTTED ENOS OF THE BOTTOM CHORDS OF JOIST GIRDERS
PROPERLY ALIGNED TACK WELD EACH END OF JOIST ON THE SAME MUST BE RESTRAINED FROM LATERAL MOVEMENT TO BRACE THE
r SIDE AND DO ANY ALIGNMENT DURING THE INSTAL!ATION OF
L L __�_ 7� ❑ CONFORMS TO UCSIGN �ONC_P',- GIRDER FROM OVERTURNING DURING ERECTION.'THIS IS USUALLY AC-
WELDED BRIDGING AFTER INSTALLATION OF BRIDGING, COMPLETE THE COMPLISHED WITH A VERTICAL STABILIZER PLATE(MINIMUM SIZE e
WELDED UPLIFT BRIDGING -- NF H NT THEJOISTBEARING
ORMS TO [)ESI,N I,ONCEPI WITH ALIGN OR BTRA aNTEN JOIST N'3ROU P$PAFTERT RONOT IN$TAI INSTALLATION OF Xe X31♦PLATE)BETWEEN THE CHORD ANGLES DO NOT WELD UNLESS
_ Ct.00CATED AT THE FIRST BOTTOM REVISIONS AS SHOWN BRIDGING AND PERMANENT ATTACHMENT TO BEARING SUPPORTS BPEGIFlCAILY NOTED ON ERECTION OR 9Tq UG TURAL DRAWINGS.
C IIAS BEEN MADE. 25. AFTER COLUMNS ARE PLUMB WITH ERECTION BOLTS FIELD WELD
NON CONFORiv11NG REVI:iE& RLf•UGMIT B 00 NOT WELD BOTTOM CHORD EXTENSIONS TO STABILIZER PLATES JOIST JIRDERS TO CAP PLATE WITH MINIMUM OF 2 111"X 2'WELDS
OR CLIP ANGLES UNLESS SPECIFICALLY NOTED ON ERECTION OR THE STRUCTURAL DRAWNG$ON THE PROJECT SHOULD BE REVIEW
q _ _ tL STRUCTURAL DRAWINGS AND ONLY AFTER APPLICATION OF ALL ED TO FIUCT MINE RAWINUr; ANY E PROJECT WELD IS E RFVI W
UPLIFT BRIDiJINO DIAGRAM THIS 5710 URAIYING!IA',*BEEN REVIEWED FJ2 CENERAI CONFORFd DEAD LOADS
DUE TO SPECIAL CONDITIONS.
ANIA WITH DESIGN CONCEPT ONLY ANU DJFS NOT RELIEVE HIE PW/RGC MUST BE NOTIFIED AT ONCE IF JOISTS AND ACCESSORIES 28 00 NOT WELD BOTTOM CHORD BRAN:$r V JOIST GIRDER UNTIL ALI.
r ESPONSIRILITY FC,J CUNT R T, 9 CANNO T BE ERECTED ACCORDING TO THE FINAL ERECTION PLAN DEAD LOADS ARE APPLIED.
\� � Oi, � FABRICAiOItpENDOR OF P
, , � DE!'
URnWIrISS AND SP r) M NLE WITH S
�y a y L I CHANGES
Wit NOT BE RESPONSIBLE FOR ANY FIELD REPAIRS OR
A I �' u`� , LGrX lG !may �C I; Q pC"FOU 7 E �1� ^-_ A�/-- /ER THIS SHOP SPECIFICATIONS AL' OF WHICH HAVE PRI- -
C/ �� F•'� /O G�-- ORIIY 0 DHAH'(tiG
1 t� �n � I 4 CHANGES MARL•WITHOUT PRIOR CONSENT
L (1/t c��' 2 BY n'4J/ 10 CONTRACTOR SHALL PROVIDE MEANS FOP ADEQUATE DISTRIBUTION
' 3 f Date. `�"�1 0 F� OF CONCENTRATED LOADS 30 THAT THE CARRYING CAPACITY OF ERECTORS NOTES
N v rtp11 I���� �� ANY JOIST 15 NOT EXCEEDED DO NUT APPLY ANY LOADS TO JOISTS t EACH SPECIFIC HALF OF FIELD SPLICED JOISTS MIDST BE MATCHED
CONSULTING ENGINEERS UNTIL ALL BRIDGING IS COMPLETELY INSTALLED AND JOISTS ARE TOGETHER AS FOLLOWS.
-.......... O PERMANENTLY FASTENED IN 10 PLACE A WELDED MARK a ON EACH SIDE OF SPLICE MUST MATCH
f:S. 11 JOIST CHORDS ARE NOT DESIGNED FOR CONCENTRATED LOADS B 'AETAL TAO ON EACH HALF OF JOIST MUST MATCH.
EITHER PLACE LOADS AT PANEL POINTS JR FIELD WELD AN EXTRA 2. SQUARE END BOTTOM CHORD BEARING JOISTS MUST BE ORIENrEU
't i+ri- n.1t 1r�z MEMBER FROM POINT LOAD TO NEAREST PANEL POINT ON OPPOSITE AS SHOWN IN
r • �'`��) n 1 t u" Dom' ��U 12 DO NOT COT AVrAY ANY CHORDS OR WEBS 3 NO 9ACKCHARGESAWILL BE ACCEPTED FOR ADDI-TONAL WORK CONE
ChORD AT NO EXPENSE TO PW/RGC (SEE DETAIL Y)
IL X
c ' WITHOUT,L
{R n 13 ALL DECKS OR SLAP.$MUST BE POSITIVELY ATTACHED TO THE JOIST S WRITTEN AUTHORIZATION
` , y • M I I�1 D EJFi�)nc�I �LE(,,1 'F n ��I [� CHOFIUS AT A MAXIMUM SPACING OF 36 INCHES TO PROVIDE LATERAL ♦ WILL NOT BE RESPONSIBLE FOR ANY ERECTION ERROR,
1 f__ STABILITY TO THE JOISTS EACH ATTACHMENT $HALL RESIST A
5 CONTACT - -' IMMEDIATELY IF THERE ARE ANY QUESTIONS OR
J v LATERAL FORCE All SPECIFIED BY THE STEEL JOIST INSTITUTE PROBLEMS
`Y Vn I fh I,� 1 /1 GID D LAP f-0 P-- HI `!1 C., T���� _ ALLSPECIFICATIONS.H ,70HTA
'1 C7c• CJ� -V ta. ALL HORIIf+MTAL BR'DOING SHALL HAVE A STANDAR?3"LAr.
p ! 15 CRIDGING SHALL BE CONNECTED TO THE JOISTS WITH A MINIMUM NOTES
L /� / /� / /- / ��.�}-}-� A ONLY ITEMS SHOWN Or'BO!.1'S TO BE FURNISHED BY,
L�(-711-1 CTJ f(J D C��L y, 6'a_-LL_ 16 FIELD WELDING SHALT.NOT DAMAGE J01$T$OR JOIST GIRDERS. B. ALL SHORT$PANS,LONG5PA4B AND JOIST GIRDERS ARE CAMBERED
-- OF tie INCH FILLET WELD t INCH LONG OR EQUIVALENT, E.XCEP'
) , IA,t / WHERE BR,DGING IS 130LTE0.
T' /RU� � � �� 'V1 �' ' IN ACCORDANCE WITH SJI STANDARDS UNLESS NOTED OTHERWISE
t I ALL BRIDGING TO BE ECUALI Y SPACED UNLESS NOTED OTHERWISE.
SHORTSPAN C BOLTS FOR SHORTSPAN AND LONCSPAN TO JOIST GIRDER
CONNECTIONS ARE FURNISHED BY PWIRGC,
- - IN SPANS CVER 40 FEET.EACH JOIST SHALL BE ADEQUATELY BRACED D BOLTS FOR SHORTSPANS.LONGSPANS AND JCISTGIRDERS TO BEAM
��f�-� �tl 1 / f1 1 1 119 N SERIFS JOISTS•WHER'E FIVE ROWS OF BRIDGING ARE REOUIRSD
'1l Q• Y>-r ,, /Tf1_E� 4r1 C��LJ� (�C!`�dJ , LATERALLY BEFORE THE NEXT JOIST IS ERECTED AND BEFORE ANY OR COLUMN CONNECTIONS ARE NOT B',
LOADS ARE APPLIED.HOISTING CABLES SHALL NOT 13E RELEASE? E CEILING EXTENSIONS ARE NOT FURNISHED FOR DROP-IN CEILINGS 1 UNTIL SUPPORT HAS BEEN PROVIDED BY THE CENTER ROW OF
ERECTOR NOTE C�l ���C '� � L►•r-r� �Mu�pO p� -- - -- DIAGONAL BRIDGING AND THE BRIDGING LINE HAS BEEN ANCHORED Ar, •CH HANGERS TO TOP CHORD OF JOIST WHERE.NECESSARY.
Limicatiors exist re ardin OSHA 1926.T5� (a1131 and the design ✓ f TGG e-te- r` I TO PREVEN T LATERAL MOVEMENT AND WHERE JOISTS ARE BOTTOM F EXPANSION BOLTS FOR ATTACHING BRIDGING ANCHORS TO WALL
q g g r'p Tb D ( 2 g BEARING, (HEIR ENDS MUST BE RESTRAINED LATERALLY. ARE NOT SUPPLIED BY.
of ,foists at or near columns needed to safely support an 1 ^ 1•� ,/� 19 K SERIES JOISTS WHERE FOUR OR FIVE POW$OF BRIDGING ARE
employee without the need for erection bridging. DO NOT interpret 4E) I�11 t7�i 'rl'� GjuW�[,�rZ�LJ ^I GI} �^ REQUIRED,EACH JOIST SHALL BE ADEQUATELY BRACED LATERALLY
that any wjoisti hat a column r e IS always safe to support to 1 1- � 1 Fccf PQ� BEFORE THE NEXT JOIST IS ERECTED AND BEFORE ANY LOADS ARE ABBREVIATIONS
APPLIED. HOISTING CABLES SHALL NOT BE RELEASED UNTIL
A/ -f�� 2 SUPPORT HAS BEEN PROVIDED BY A ROW OF DIAGONAL BRIDGING BCX BOTTOM CHORD EXTENSION JG•JOIST GIRDER
employee without bridging installed.
HOFFMAN CON51'RUCr.1 pnriON COMPANY �" w•'` I' �� v NEAREST THE MIDSPAN OF THE JOIST AND THE BRIDGING LINE H4S SL BASE LENGTH LS LONG SPAN JOIST
T111,--I,ad d ha nt..rrerm for ra,4u.im.nom■aoe . TiL�-�7�. 1 12u■t/t' �1 L , D6- / C Ai� BEEN ANCHORED TO PREVENT LATERAL MOVEMENT WHERE JOISTS
1<7 d11-Aocl Aucumrnu.(•unv■c1"r'r rcdc.doe■oot L.J ' /L•M1j !`•�f'AL d'T li✓TP"J r�r��,G• ARE BOTTOM BEARING THEIR ENDS MUST BE RESTRAINED BM BEAM NB.-NOT BY �))kl1J
Opr ;'S"o IS r -1 d/, -r- ALL the following must b1 Z�U�: rrllere h"Vendor Suhmnu.nurufrorpo.ulblltgfm LATERALLY BOM•BILLS OF MATERIAL SS SHORT SPAN JOIST
lJl —' .ompll■Oce.11nd.n ircmenuoluettol. ytnclodlo)j 20. ENDS OF JOISTS gE$TINO ON STEEL SUPPORTS SHALL BE CON•
— 11 SLandard parallel chord, underslung, top chord bearing foist. mmpll--11nd"rcunynit6luubnW■L CX CEILING EXTENSION TCX TOP CHORD EXTENSION
�.
2) Two bolts at each end tightened LO a snug tight condition or j NCY
NECTEn THERETO WITH A MNIMUM OF TWO 118 INCH FILLET WELDS
114"D(0 I f IYI bmllid,F—
o � u ' '�! /�- 7� an O'u I va'fnt ettach�Ient. —•• 1 INCH LONG OR EQUIVALENT,OR 112-INCH BOLTS.THE STRUCTURAL GA-GAGE UB-BOTTOM CHORD BRACE
r ur+ �' ``� LJ ��` �C�15-1- 4 D■Ta DRA'.VING$ON THE PROJECT SHOULD BE REVIEWED 10 DETERMINEI �PROVAL
HC•HOLE CONDITION UNO•UNLESS NOTED OTHERWISE
31 Bearing end depth of S inches or lens. CANT ( Fop,%
° N� LAP(, IF(" ` 0iZC - 10 V.S.€' L) Maximum foist slope of 1/L per foc•t. ((�� AES;
c �( # 5) Maximum 'cant' or side-tilt of 1/L inch 1 �'^� 1014 PAINT (ONE SHOP CCATi NO
EREC
REVISIONS HATE
//1�♦,,��1j t1�, G..,I G1I�•l�� �� .2�JD UJf�'� per foot of depth. I �1 ( Iz� _ 5 �1 �1�r"`N I W� MS; /�LQa�lij it �/2 f3, C, Even when the above criteria Is met 1 � I( (�vtOE /"1£T.& �r�4� � �£T��� ��G ) FOR STNI) PREP+PRIMER
• t101T
and a joist is designed as a column rE2 Ids
/� g F^I� ALL C>fGl f1,1 +IS Ih1 SLAFS.orJ- E?4L.- i�tCJ� NoT 1Dt11TZFI£� AS f��� O 2001 SHORT SPAN
� aLl,_ � 9� ,foist, other factors such as support v - -- � (stability, accidental ,foist damage, induced sweep, etr, can STCcL �IST5. -- I
make Jols•.s unstable. Therefore, SJ1 and Vulcraft strongly �� I to � � C Z.1� 'V� cq'sI�EJ� EP�Cg1rER � S>^. LUNG SPAN
.�k�y ,,f l iyard JST GIRDER MATERIALS SUPPLIED BY
recommend the J015iS BE ERECTED BY: -�- r 3 Hall BIJd 13500
1) instal install Ing bridging or otherwise stabi I lzing the ,foist sZ LcdRt�IP�tj-E 5 �� �1�1sr �`'f�L� ice' 1 r`K�''�'-�S�-� BUP2003-00211 owed PlatIS PIECE COUNT
-- prior-to releasing the hoisting cable, or 3, (2ER- SN6r�l" — - 10l 1
2) Re'easing the hoisting cable without a worher on the ,foist. o.-+ S►+e�T_N12,2, E�£FC+x� uL �12c►� �� S YQS I►-1t aT7=�J` - ja=ja. — (�c�tP �2 of
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PHONE,(206)2R1-9500 FALX 2011 2134-9576
APPROVAL/REVIEW AUTHORITY: L3 _._�_ ( )
PLEASE REVIEW THIS DRAWING CAREFULLY JG -_ 1200 Westlake Avenue North,Suite 603 P.O.Box 1949.5 Seattle,Washington 99109
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING,WHEN - -
IT IS RETURNED FROM APPROVAI It WILL BE ASSUMED THAT V.'3 - DRAWN BY wq-s CHECKED BY
ALL INFORMATION SHOWN HEREIN HAS TH:AFFIRMATION OF FOR }�� m1 n. ,I Sr /1 .r•)O` '
THE APPROVAL Au'THORITY.
CUSTOMER NOTE: ALL "VERIFIES", "SUPPLIES ', AND "QUESTIONS" MUST BE ANSWERED BEFORE CUSTOMER NOTE: CONNECTIONS FOR ALL Ur. NI,J PRODUCTS MEET MINIMUM STANDARDS AS REQUIRED BY S.J.I. ERECTOR SHOULD �� FILE NO JOB$ITE � -
AFPROVAI. . FAILURE TO DO SO WILL DELAY THE PROJECT, FOR WHICH ga 1J 4J WILL NOT BE SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE ('1 Ae T).
REVIEW THESE SECTIONS WITH T IE CONTRACT DOCUMENTS FOR ANY FURTHER INFORMATION OR MATERIAL REQUIRED.6511M OS NOT DRAWINGS AFTER FIRST SUBMISSION WILL BE CONSIDERED AS Joe -----
RESPON�ISLE. COMMENT IS RE�J JIBED ON ALL "CLOUDED" AREAS. RESPONSIBLE FOR THE CONNECTION, DESIGN, AND COORDINATION OF MATERIAL NOT SUPPLIED BY d5 t.-z j IJ y� CONTRACT CHANGES. - iA I n,/n 2 I'2 ,-
L 7 G- VULCFUiFT FILE NO. S O 3- 0/3�l DWG,NO �pI U1
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