2300 MERRILL CREEK PKY GIDDENS INDUSTRIES 2018-02-07

• BOLTED JOINTS: BOLTED JOINTS SHALL BE CONNECTED AND INSPECTED IN ACCORDANCE WITH THE Wen PRECAUTION: NOTE:r1TPAss svewMy CFR CONDITION SHORN. SAFETY PRECAUTION: ASTM A325 BOLT PRETENSION SCHEDULE "'ORi�SHOULD BE INANE!) CONNECTION TO uvE STRUT ON OTHER BR4OA EACH.vrao-�e SHOULD IN ra rim SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' JUNE 30, 2004, TO USE THE SASES1'MO HOST MEWL�r cOURORO US 1,,p,� U TO USE THE WEST MIO HOST RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. UNLESS NOTED OTHERWISE ON THE ABC BOLT SPECIFIED MINIMUM BOLT NUT OR HEAD ROTATION FROM PRODUCTIVE ERECROx iEaaquEs. PRODvcrNE ERECTION 7EowOUES. ERECTION DRAWINGS, ALL A.325 BOLTS ARE USED IN CONNECTIONS DEFINED AS SNUG-TIGHT DIA. PRETENSION STRUCTURAL FASTENER(S) JOINTS (ST). FOR INSTALLATION IN SNUG-TIGHT JOINTS, ALL BOLT HOLES SHALL BE ALIGNED °b SNUG-TIGHT CONDITION SPUCE PLATE - FAVE STRUT #12X1 1/4 TO PERMIT INSERTION OF THE BOLTS WITHOUT UNDUE DAMAGE TO THE THREADS. BOLTS • Lb544b44b<Lb 584b EAVE STRUT (B)INEPRE-UNC D HOLES SHALL BE IN ALL HOLES WITH NUTS THREADED BEFORE COMPACTING THE JOINT TO THE 1/2�° 12 KIPS SNUG-TIGHT POSITION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID PART OF THE 3/4•0 28 KIPS - JOINT. THE SNUG TIGHT CONDITION IS THE TIGHTNESS THAT IS ATTAINED WITH A FEW IMPACTS 1/3 TURN 1/2 TURN STRUCTURAL FASTENER(S) �_ OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD T/8�° 39 KIPS #12X1 1/4' WRENCH SO THAT THE CONNECTED PUES ARE SOUDLY SEATED AGAINST EACH OTHER, BUT 1 0 51 KIPS Ilk �. NOT NECESSARILY IN CONTINUOUS CONTACT. MORE THAN ONE CYCLE THROUGH THE BOLT (6) PER EAVE FRAME BRACE `.. -- - PATTERN MAY BE REQUIRED TO ACHIEVE THE SNUG-TIGHT CONDITION. (Lb- LENGTH OF 8017) IN PRE-PUNCHED HOLES ` iiiiis CONNECTIONS WITH A325 BOLTS WHICH ARE DEFINED AS PRETENSIONED (PT) OR SLIP-CRITICAL INSPECTION: ' (SC) JOINTS WILL BE NOTED AS SUCH ON THE ABC DRAWINGS OR BY THE ENGINEER OF INSPECTION REQUIREMENTS FOR SNUG-TIGHT JOINTS CONSISTS OF VERIFICATION THAT RECORD. ALL CONNECTIONS WITH A49O BOLTS ARE EITHER PRETENSIONED (PT) OR THE PROPER FASTENER COMPONENTS WERE USED AND THAT THE CONNECTED ELEMENTS SAVE STRUT BRACKET SLIP-CRITICAL (SC)JOINTS. PRETENSIONED JOINTS ARE TYPICALLY REQUIRED WHEN THE JOINT WERE FABRICATED PROPERLY. AFTER ASSEMBLY, IT SHALL BE VISUALLY ENSURED THAT (SHOP WELDED) '', IS SUBJECT TO SIGNIFICANT LOAD REVERSAL, THE JOINT IS SUBJECT TO FATIGUE LOAD WITH NO THE PLIES ARE SOUDLY SEATED AGAINST EACH OTHER. BUT NOT NECESSARILY IN �; LOAD REVERSAL, THE BOLTS ARE SUBJECT TO TENSILE FATIGUE, THE BUILDING SUPPORTS A CRANE CONTINUOUS CONTACT.AND THAT WASHERS. IF REQUIRED, HAVE BEEN USED. OF OVER 5-TON CAPACITY. OR THE CONNECTION IS PART OF THE SEISMIC LOAD RESISTING SYSTEM NO FURTHER EVIDENCE OF CONFORMITY IS REQUIRED. • EAVE FRAME BRACE RAFTER 101001PSPUCE PLATE AND THE AISC SEISMIC PROVISIONS (AMC 341)ARE APPLICABLE. THE SEISMIC PROVISIONS ARE EFB�-__ APPLICABLE WHEN THE SEISMIC RESPONSE MODIFICATION COEFFICIENT, R. IS TAKEN GREATER THAN 3 •FOR TURN-OF-NUT PRETENSIONINC, IN ADDITION TO THE INSPECTION REQUIREMENTS NOTE THAT LOADINGS FROM WIND OR SNOW ARE NOT CONSIDERED SIGNIFICANT LOAD REVERSAL. FOR SNUG-TIGHT JOINTS. THE INSPECTOR SHALL OBSERVE THE PRE-INSTALLATION j CONNECT AT EAVE FRAME BRACE OR FATIGUE LOADINGS. SLIP CRITICAL JOINTS ARE REQUIRED WHEN SUP IS DETERMINED TO VERIFICATION TESTING AND MONITOR THE WORK IN PROGRESS TO ENSURE THAT THE I CLOSEST OTEIBOLT NS OE KNEE E��- 07i CONNECT AT BE DETRIMENTAL TO THE PERFORMANCE OF THE STRUCTURE. INSTALLATION METHODS PERMITTED IN THEGSCHEDULE CREW PALTERNARLY TTIVELY,ATES THE THE FSE ERS AREHMATCHUMARKEDCI�ER FOR PRETENSIONS')AND SLIP-CRITICAL JOINTS INCLUDE TURN OF THE NUT PRETENSIONINC C CLOSEST TO BOLT INSIDE KNEE CALIBRATED WRENCH PRETENSIONING, TWIST-OFF-TYPE TENSION CONTROL BOLT ASSEMBLIES. OF NUTSTAND P BOLTS TTHAT HHT A EN BEEN)IMPACUTEED INSPECTION SUFFICIENTLY TO INDUCE THE MINIMUM COLUMN AND DIRECT-TENSION-INDICATOR PRETENSIONING. PRETENSION VALUES EQUAL TO OR GREATER PRETENSION LOADS WILL APPEAR SLIGHTLY PEENED. NO FURTHER EVIDENCE OF I NOTE: FRAME BRACE TABS TO BE LONGER BOLT SUPPUED IF BENT IN FIELD AS REQ. == NOTE: THAN THE VALUES LISTED IN THE BOLT PRETENSION SCHEDULE SHALL BE PROVIDED. CONFORMITY IS REQUIRED. • FRAME BRACE TABS TO BE REQUIRED FOR SPLICE PLATE LONGER BOLT SUPPUED IF FOR INSTALLATION BY TURN-OF-NUT PRE7ENSIONINC. ALL BOLTS SHALL FIRST BE TIGHTENED IN BENT IN FIELD AS REO. TO EFB _-_ CONNECTION REQUIRED FOR SPLICE PLATE ACCORDANCE WITH THE SNUG-TIGHTPROCEDURE. THE NUT OR HEAD AS APPLICABLE SHALL TO EFB___-_ CONNECTION THEN BE ROTATED BY THE AMOUNT SPECIFIED IN THE BOLT PRETENSION SCHEDULE PROGRESSING BOLT INSTALLATION & INSPECTION NOTES MF9I EAVE FRAME BRACE CONNECTION (BYPASS) BR40 EAVE FRAME BRACE CONNECTION DETAIL SYSTEMATICALLY FROM THE MOSTF FROM PART OF DURINGE JOINT. THE PART NOT TURNED BY THE 1/2'°, 3/4"°, 7/8'0 & 1'1 STRUCTURAL BOLTS (A325) BR40A WRENCH SHALL BPTHE O FR RG ROTATING THJ THIS OPERATION. AA DIAGONAL HAUNCH CONNECTION FROM SAVE STRUT TO SPLICE PLATE M DIAGONAL HAUNCH CONNECTION FROM SAVE STRUT TO SPLICE PLATE AA SUETY PRECAUTION: • FRAME BRACE TABS TO BE EACH RUWER SHOULD RE Tr'o.w BENT IN FIELD AS RED. SAFETY PREULOON' TO USE THE SAFEST M70 MOSTTO U uvKKER SAFEST BE MANED PRODUCTIVE ERECTION TECHNIOUES. T°ILSE TIC M4]HOST SAFETY PRECAUTION: PROOUCTNE ERECTION TECHNOUES STRUCTURAL FASTENER(S)FiolCUOEU % ECAIR�AiHED #12X7 1/4'0OCNFON^VCoUES. EAE fur BR47AI PURUN 1/2 X 1 1/4 A3257/ 1/2 EAVE STRUT X NUT AA WITH (2)HT WASHERS RAFTER .(ONE UNDER THE BOLT HEAD Q AND ONE UNDER THE NUT) STRUCTURAL FASTENER(S) �� - ill 0 •I� #12X1 1/4 _---'ii _ �7 (6) PER EAVE FRAME BRACE , ,' �� D IN PRE-PUNCHED HOLES CABLE BRACING EAVE STRUT BRACKET I, RAFTER (SHOP WELDED) FRAME BRACE SEE FRAME CROSS SECTION I/2 X I 1/4 A325T/ ' EAVE FRAME BRACE �� 1/2 HVHX NUT ' EAVE FRAME BRACE (NO WASHERS REQUIRED) EFB__-- lakillI', _ B • FIELD BEND EAVE FRAME BRACE •ii 3/4 X 2 A325T/ �TABS AS REQUIRED '\ - 3/4 HVH% NUT ...up. COLUMN STIFFENER •3/4X2 P325T/ (SHOP WELDED) Y �1 3/4 HVH% NUT - �O V O� WAS Q? COLUMN STIFFENER �� 1� O (SHOP WELDED) COLUMN EAVE FRAME BRACE CONNECTION DETAIL 6 �� G'q - STRAIGHT COLUMN CONNECTION FROM EAVE STRUT TO COLUMN STIFFENER IBR41 AAAI A 9 0) EAVE FRAME BRACE CONNECTION (BYPASS) 5 1 a-'!^ STRAIGHT COLUMN CONNECTION FROM EAVE STRUT TO COLUMN STIFFENER BR41AA( -(. /(7 -r: .""5 �� 33645 w� • EXPIRES 7 7 /7 ifEDO a wj �� TEFL I- NO.j REVISIONS MADE CKD DATE ENGR DATE I NO. REVISIONS -I MADE I CKD I DATE ENGR 1 DATE DRAWING SUBMITTAL ��A7EiUEl • I STATUS SCALE: NONE DATE S ��) IF FOR CONSTRUCTION DRAWN BY: M85 8/3O/1fi . FOR APPROVAL PERM • FOR PERMONLY CHECKED EMI CUSTOMER :NORTHLAND CONTRACTOR E i DAW 8/30/16 (JOHN C) FOR PRELIMINARY I I DESIGN APPD BY: JOB 6/30/16 LOCATION : EVERETT WA I I I I I I Dao BY:I DRAWING, µ1608O82A SEG-01 REV.NO- !/ NUMBER' 0