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TOLCO
<br />SWAY
<br />PIPING
<br />PER PLAN
<br />PIPING PER MECHANICAL
<br />PROVIDE GUIDES PER 5/MXXX-1
<br />AS INDICATED ON PLAN
<br />1 99
<br />MIN 7I
<br />HSS4x4x1/4
<br />1/4
<br />1/4
<br />0)) /j /
<br />PS-1 GRAVITY SUPPORT DETAIL
<br />1 /2" DIA. ANCHOR EMBEDDED
<br />3" IN ADHESIVE INTO EXISTING
<br />CONCRETE PER G.S.N.
<br />TOLCO FIG. 960 SWAY
<br />BRACE ATTACHMENT
<br />w
<br />B—LINE B22 LONGITUDINAL
<br />STEEL EMBED AT
<br />NEW TRENCH
<br />3/4" DIA. EPDXY ANCHORS
<br />AT (E) TRENCH PER G.S.N.,
<br />TYP. (2 PER SUPPORT 4
<br />PER PLATE)
<br />EMBED 4" TYP.
<br />MXXX M538-02
<br />2
<br />_
<br />PER B®LINE
<br />38T THREADED
<br />STAND
<br />maxUA& I
<br />PS-lA STANCHION SUPPORT DfG411
<br />2'-
<br />1 99
<br />1'®10 1/2"
<br />- 4
<br />EMBED
<br />e7�T
<br />PORT IS
<br />L STEEL INSTEAD
<br />0
<br />TE, PROVIDE
<br />1 ET WELD THREE
<br />SIDES TO SUPPORT
<br />1 --
<br />SEE TRANSVERSE
<br />BRACING VIEW FOR
<br />ANCHORAGE
<br />RS®3B LONGITUDINAL BRACING
<br />PS-PS-3 PIPE HAI'N'GER BRACING DETAIL
<br />SCALE. 399 0 l,0(Y9
<br />FACE OF
<br />CONCRETE
<br />B—LINE B3062 —
<br />ADJUSTABLE ROD
<br />ATTACHMENT
<br />B—LINE B3100
<br />CLEVIS
<br />NOTES:
<br />1. PROVIDE SEISMIC BRACING PER
<br />DETAIL 3/M563-03 AS
<br />L INDICATED ON PLAN.
<br />2, PROVIDE HANGER ROD
<br />STIFFENERS AT 2'—Y' O.C. (2
<br />MIN.) WHERE SEISMIC BRACING
<br />IS ATTACHED WITHIN 4" OF
<br />HANGER. ROD STIFFENER SYSTEM
<br />SHALL BE BY EATON B®LINE OR
<br />APPROVED EQUIVALENT.
<br />—3/4' DIA. THREADED ROD
<br />2,—U'
<br />1 1 /29, 4 1 /299 4 1 /299 1 /2991 1 /299 4 1 /2y' 4 1-2 1 1 /2"
<br />PIPING .PER PLAN AND ANCHOR na
<br />PER DETAIL 1 /M53B®04
<br />� Q d
<br />PIPING PER PLAN AS HSS4x4x1/4
<br />OCCURS, NOT TO HAVE HORIZONTAL BRACE
<br />GUIDE OR ANCHOR ATTACHED
<br />TO SAME SUPPORT
<br />d ° a
<br />1/4 BRACE TO 4
<br />° d 4
<br />1/4
<br />CANTILEVER ° -- —
<br />4
<br />C-4LJ
<br />1/4 BRACE TO d ° ° ° Q A. ° °
<br />1/4 CANTILEVER a d
<br />HSS4x4x1/4 CANTILEVER WITH 1/4 SHOP WELDED q °
<br />END PLATE AT FREE END
<br />4
<br />1 /2%12%127 PLATE
<br />1/4 °
<br />TYP.
<br />e d
<br />3/4" DIA. ANCHORS
<br />SIDE VIEW
<br />PS-4 PIPE ANCHOR DETAIL
<br />SCALE: 1 1 /2" = 1'm0"
<br />1/27xl�'027 PLATE WITH 4
<br />ANCHORSDD
<br />INTO ADHESIVE PER G.S.N., TYP.
<br />'LIPING PER PLAN
<br />wROVIDE GUIDES PER --
<br />AS INDICATED ON PLAN
<br />CANTILEVER
<br />OP WELDED
<br />PLATE.._ ENIE
<br />RECTLY TO
<br />_D-
<br />1 f\!ik- wl %d V19Vl%t=16 %"I%
<br />STEEL EMBED PLATE
<br />PS-5 CANTILEVER PIPE SUPPORT DETAIL
<br />SCALE: 1 1 /2" = 1 °-0'°
<br />SYm REVISION BY APPROVED I DATE SYM REVISION BY APPROVED DATE
<br />ORIG PIW UPGRADES ADDENDUM A J# 20608466 KJ JMF 01,25.21
<br />- HSS4x4x1/4 CANTILEVER
<br />WITH 1/4' SHOP WELDED
<br />END PLATE AT FREE END
<br />EMBEDDED 4°' INTO 1/27x12"x12" PLATE
<br />ADHESIVE PER G.S.N., FRONT VIEW AT WALL
<br />TYP. (4 PER PLATE)
<br />PIPING PER
<br />MECHANICAL
<br />1 /W CLR. CONTAINMENT PIPE RADIUS PLUS
<br />TYP,
<br />1 /2" x 2 1 /2" WIDE (MIN.) x 1 /2"
<br />THICK PINE EACH SIDE OF PIPE
<br />WITH 1/4!' RADIUS AT EDGE OF
<br />PLATE IN CONTACT WITH PIPE
<br />1/4
<br />1 /4 li TYP.
<br />HISS STEEL SUPPORTL
<br />CL 1/4!' RADIUS AT INSIDE EDGE OF
<br />PLATE IN CONTACT WITH PIPE BOTH
<br />ENDS (TYP)
<br />CIA
<br />PS-5 W/ PIPE GUIDE DETAIL
<br />SCALE. 399 e l'—Y'
<br />` I
<br />-, � i, -, wo.
<br />ACCEPTABILITYTHIS
<br />DESIGN AND/OR
<br />SPECIFICATION APPROVED
<br />-
<br />+ R
<br />GENERAL STRUCTURAL NOTES
<br />CODES AND REFERENCES
<br />2016 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), WITH STATE OF WASHINGTON AND CITY OF EVERETT
<br />AMENDMENTS AND SUPPLEMENTED WITH ASCE 7-16. ALL CODE REFERENCES SHALL CORRESPOND TO THE FOLLOWING
<br />EDITIONS, U.N.O.:
<br />MATERIAL CODE EDITION
<br />STRUCTURAL STEEL 15TH EDITION OF STEEL CONSTRUCTION MANUAL (AISC SCM) INCLUDING
<br />THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, (AISC 360)-16.
<br />STRUCTURAL STEEL WELDING STRUCTURAL WELDING CODE -STEEL, (AWS D1.1)-15.
<br />STAINLESS STRUCTURAL STEEL WELDING STRUCTURAL WELDING CODE -STEEL, (AWS 01.6)-17,
<br />PIPE SUPPORTS LOADS:
<br />WEIGHT OF SUPPORTED PIPING.
<br />SEISMIC LOADS:
<br />IMPORTANCE FACTOR le = 1.0.
<br />LATITUDE = 47.9237; LONGITUDE =-122,2765.
<br />Ss 0 1,446, S1 = 0.550, SEISMIC SITE CLASS = C.
<br />Sds 0.964, Sd1 = 0,484, SEISMIC DESIGN CATEGORY = D.
<br />ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE.
<br />STRUCTURAL STEEL:
<br />ALL CONSTRUCTION SHALL BE PER AISC—SCM.
<br />ALL MILD STEEL SHALL BE AS FOLLOWS:
<br />HOLLOW SQUARE OR RECTANGULAR STEEL A.S.T.M. A500, GRADE B FY = 46 KSI
<br />ALL OTHER STRUCTURAL STEEL SHAPES A.S.T.M. A36 FY = 36 KSI
<br />ALL STAINLESS STEEL SHALL BE AS FOLLOWS:
<br />ALL PLATES, BARS AND SHAPES SHALL BE TYPE 304L, UNLESS NOTED OTHERWISE. STAINLESS STEEL SHAPES SHALL
<br />BE IN ACCORDANCE WITH ASTM A276. STAINLESS STEEL PLATES SHALL COMPLY WITH ASTM A240. ALL STAINLESS STEEL
<br />THREADED RODS SHALL BE ASTM F503 GRADE 304,
<br />ADHESIVE ANCHORS IN CONCRETE:
<br />ALL ADHESIVE ANCHORS SHALL HAVE CURRENT ICC APPROVAL FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE,
<br />SUCH AS HILTI HY200—R (ICC ESRm3167) OR APPROVED EQUIVALENT. THREADED RODS SHALL BE ASTM F1554 GRADE
<br />36 GALVANIZED OR ASTM F503 GRADE 304 STAINLESS STEEL.
<br />EXPANSION BOLTS IN CONCRETE:
<br />ALL EXPANSION BOLTS SHALL HAVE CURRENT ICC APPROVAL FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE, SUCH AS
<br />HILTI KWIK BOLT TZ (ICC ESR— 1017) OR APPROVED EQUIVALENT, BOLTS SHALL BE GALVANIZED OR STAINLESS STEEL.
<br />WELDING:
<br />WELDERS HOLDING VALID W.A.B.O. CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON
<br />THE DRAWINGS OR NOTES SHALL PERFORM ALL WELDING. CERTIFICATES SHALL BE THOSE ISSUED BY AN ACCEPTED
<br />TESTING AGENCY.
<br />ALL WELDING OF MILD STEEL SHALL BE DONE BY E70 SERIES LOW HYDROGEN RODS, U.N.O. ALL WELDING OF
<br />STAINLESS STEEL SHALL BE DONE BY E306L RODS, U.N.O. ALL WELDING SHALL BE PER LATEST AWS STANDARDS.
<br />THESE DRAWINGS DO NOT DISTINGUISH BETWEEN SHOP AND FIELD WELDS, THE CONTRACTOR MAY SHOP WELD OR FIELD
<br />WELD AT THEIR DISCRETION. SHOP WELDS AND FIELD WELDS SHALL BE SHOWN ON THE SHOP DRAWINGS SUBMITTED
<br />FOR REVIEW. ALL FULL/COMPLETE PENETRATION WELDS SHALL BE TESTED AND CERTIFIED BY AN INDEPENDENT TESTING
<br />LABORATORY.
<br />STRUT CHANNEL FRAMING:
<br />STRUT CHANNEL FRAMING MEMBERS AND CONNECTORS SHALL BE STAINLESS STEEL BY UNISTRUT OR EATON B—LINE U.N.O., OR
<br />ACCEPTED SUBSTITUTION. PART NUMBERS INDICATED ON THE DRAWINGS ARE UNISTRUT OR B—LINE NUMBERS U.N.O. CONNECTIONS
<br />SHALL CONSIST OF 1/2" DIAMETER BOLTS/CHANNEL NUTS U.N.O. TIGHTEN BOLTS FOR RESISTANCE TO SLIP PER MANUFACTURER'S
<br />SPECIFICATIONS. ALL CONNECTED COMPONENTS SHALL BE PROVIDED BY A SINGLE MANUFACTURER.
<br />PROTECTIVE COATINGS FOR STEEL:
<br />ALL STRUCTURAL AND MISCELLANEOUS MILD STEEL AND FASTENERS SHALL RECEIVE POLYAMIDE EPDXY COATING WITH
<br />ALIPHATIC ACRYLIC POLYURETHANE TOPCOAT UNLESS NOTED OTHERWISE. USE TNEMEC SERIES 66 HI —BUILD EPDXOLINE
<br />WITH TNEMEC ENDURA—SHIELD SERIES 73 TOPCOAT OR APPROVED EQUAL. EPDXY —POLYURETHANE COATING SHALL BE
<br />INSTALLED PER MANUFACTURER RECOMMENDATIONS. COORDINATE COLOR WITH OWNER.
<br />FIELD REPAIR: FIELD REPAIR OF DAMAGED EPDXY -POLYURETHANE COATING SHALL BE DONE IN ACCORDANCE WITH
<br />MANUFACTURER RECOMMENDATIONS.
<br />HANDLING: AFTER SHOP FABRICATION AND COATING, STRUCTURAL STEEL MEMBERS SHALL BE HANDLED WITH SUFFICIENT
<br />CARE TO MINIMIZE DAMAGE DURING SHIPMENT. SUFFICIENT DUNNAGE SHALL BE USED TO PREVENT ANY RUBBING OF
<br />STEEL TO STEEL,
<br />DRYPACK:
<br />DRYPACK SHALL BE 5,000 PSI NON -SHRINK GROUT, FIVE STAR OR EQUIVALENT. INSTALL DRYPACK UNDER BEARING
<br />PINES BEFORE FRAMING MEMBER IS INSTALLED,
<br />SPECIAL STRUCTURAL INSPECTION:
<br />SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS LISTED BELOW IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE
<br />BUILDING SAFETY DEPARTMENT. "SPECIAL STRUCTURAL INSPECTION" SHALL NOT RELIEVE THE OWNER OR THEIR AGENT FROM
<br />REQUESTING THE CITY INSPECTIONS REQUIRED BY IBC SECTION 110.3. SPECIAL INSPECTION IS REQUIRED PER SECTIONS 1704
<br />AND 1705 FOR THE FOLLOWING:
<br />1. POST —INSTALLED ANCHORS (PER IBC TABLE 1705.3):
<br />A) CONTINUOUS INSPECTION DURING THE PLACEMENT OF ALL ADHESIVE ANCHORS INSTALLED IN
<br />HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS.
<br />B) PERIODIC INSPECTION OF ALL OTHER ADHESIVE AND MECHANICAL ANCHORS.
<br />2. WELDING (PER AISC 360 CHAPTER N):
<br />A) VISUAL INSPECTION OF ALL FIELD WELDS.
<br />3. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR:
<br />A) THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE APPROVED
<br />DESIGN DRAWINGS AND SPECIFICATIONS.
<br />0) PER IBC SECTION 1704.2.4: THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL
<br />AND TO THE ENGINEER OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR
<br />FOR CORRECTION, THEN, IF UNCORRECTED TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. SUBMIT A FINAL
<br />REPORT AS REQUIRED.
<br />C) UPON COMPLETION OF THE ASSIGNED WORK, THE ENGINEER SHALL COMPLETE AND SIGN THE APPROPRIATE FORMS
<br />CERTIFYING THAT, TO THE BEST OF THEIR KNOWLEDGE, THE WORK IS IN CONFORMANCE WITH THE APPROVED PLANS,
<br />SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE.
<br />FOR ADDITIONAL INFORMATION ON SPECIAL STRUCTURAL INSPECTIONS, CONTACT STRUCTURAL ENGINEER PRIOR TO START OF
<br />CONSTRUCTION.
<br />JOB NO. 20808468 come
<br />EVERETT, WA DWG NO. 40—YD—M538®02
<br />mm
<br />
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