Laserfiche WebLink
EXISTING GIRT <br />1/4 <br />TYP. 1/4 <br />TYP, 1 1f4 /4 <br />EXISTING <br />SIDING <br />HSS4x4x1/4 I <br />SUPPORT, TYP <br />1/4 HSS TO <br />1 /4 GIRT <br />PIPING PER MECHANICAL <br />PROVIDE GUIDES PER 6/MXXX-1 <br />AND BRACING PER 5/MXXX-2 <br />AS INDICATED ON PLAN <br />HSS4x4x3/6 <br />VERTICAL SUPPORT <br />PS-1 AT GIRT WALL DETAIL, <br />KALE: 3/4" t'-0" <br />P1593 <br />BRACKET, <br />TYP. <br />PIPING PER <br />MECHANICAL, <br />TYP. <br />SS TO <br />IRT <br />1 <br />M600-02 <br />LL:m <br />AI I <br />00 <br />STRUT FRAME PIPE SUPPORT DETAIL <br />SCALE. 3/49" = l'—O" <br />EXISTING BEAM—UNISTRUT P5001 <br />NUT WITH SPRING <br />BETWEEN BEAMS <br />olk"'A' 3/4" DIAB <br />I INTERNALLY <br />'D ANCHOR <br />AT CONCRETE <br />TYPICAL MANGER SUPPORT DETAIL <br />SCALE: " 0 1'o0" <br />SYM REVISION BY APPROVED DATE SYM <br />ORIG PIW UPGRADES ADDENDUM A J# 20808468 KJ JMF 01.25.21 <br />TOLCO FIG. B—LINE B22 TOLCO FIG. 980 <br />4LA SWAY LONGITUDINAL SWAY BRACE <br />BRACE CLAMP BRACING ATTACHMENT <br />3 SIDES <br />TYP. 3/16 <br />PS-2 BRACII"N'G AT GIFT VV;\LL <br />PIPE SUPPORT DETAIL <br />P1000 <br />POST, <br />TYP. <br />(4) 1/2" DIA. <br />EXPANSION <br />ANCHORS PER <br />G.S.N. AT POST <br />BASE, TYP. <br />EMBED 2" TYP. _ <br />EXISTING <br />AT BEAM <br />�171IE���i�t[iI�T+1 <br />NOTES. <br />1. DETAIL VIEW FROM BELOW. <br />EXISTING SIDING <br />PIPE SUPPORT <br />4/MXXX-2 <br />VERTICAL SUPPORT <br />PER 4/MXXX®2 <br />NOTES: <br />1. DIMENSIONS ARE REFERENCE <br />DIMENSIONS TO BE VERIFIED <br />WITH PIPING INSTALLATION. <br />2. PIPE SUPPORTS ARE <br />DESIGNED FOR REFERENCE <br />DIMENSIONS AND <br />CONFIGURATIONS OF PIPE <br />SHOWN ON MECHANICAL <br />DRAWINGS. PIPING SHALL <br />171 <br />NOT BE INSTALLED IN <br />Lu <br />ALTERNATE LOCATIONS <br />AND/OR ADDITIONAL PIPES <br />SHALL NOT BE ADDED TO <br />SUPPORT WITHOUT VERIFYING <br />THE ADEQUACY OF THE <br />al <br />SUPPORTS. <br />Ld <br />P2 1 <br />NOTES: <br />1. HANGER ROD PER 3/M600®02 <br />AT BEAM <br />M600-02 <br />aflamilarill <br />PIPING PER <br />MECHANICAL <br />PS—.`; TYPICAL PIPE H/\LAGER DETAIL <br />P1593 <br />BRACKET, <br />TYP. s� <br />(4) 1/2" DIA. <br />EXPANSION ANCHORS <br />PER G.S.N. PER <br />POST BASE, TYP. <br />EMBED 2" TYP. <br />STRUT FRAME PIPE `;UPP!)Gf AT <br />CRUlif;l_R PIT fl_OOf2 SLAB UEl;al' <br />3/4" l'-O" <br />CL <br />0— <br />PS-4 GUIDE DETAIL <br />NOTES. <br />1. PROVIDE SEISMIC <br />BRACING PER <br />DETAIL <br />4/M600®03 <br />� <br />10„ CLR CONTAINMENT PIPE RADIUS PLUS <br />TYR 1/2" x 2 1/2" WIDE (MIN.) x 1/2" <br />THICK PLATE EACH SIDE OF PIPE <br />WITH 1/4" RADIUS AT EDGE OF <br />PLATE IN CONTACT WITH PIPE <br />1/4 <br />1/4 VLISS <br />STEEL STRUCTURAL <br />1/4" RADIUS AT INSIDE EDGE OF <br />PLATE IN CONTACT WITH PIPE BOTH <br />ENDS (TYP) <br />ACCEPTABILITY S&H <br />THIS DESIGN AND/OR CHECKED <br />SPECIFICATION IS APPROVED M. SPAUR <br />IN � <br />APPROVED BY DEFT. DATE E. FLETCHER <br />NECKED <br />M. SPAUR <br />STRUCTURALGENERAL NOTES <br />CODES AND REFERENCES <br />2016 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), WITH STATE OF WASHINGTON AND CITY OF EVEREI <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)m 16. <br />STRUCTURAL STEEL WELDING STRUCTURAL WELDING CODE -STEEL, (AWS D1.1)- 15. <br />STAINLESS STRUCTURAL STEEL WELDING STRUCTURAL WELDING CODE STEEL, (AWS D1.6)-17. <br />PIPE SUPPORTS LOADS: <br />WEIGHT OF SUPPORTED PIPING. <br />SEISMIC LOADS: <br />IMPORTANCE FACTOR le m 1.0. <br />LATITUDE ® 47.9237; LONGITUDE = m 122.2765. <br />Ss 0 1.446, S1 ® 0.559, SEISMIC SITE CLASS ® C. <br />Sds ® 0.964, Sd1 = 0.484, SEISMIC DESIGN CATEGORY D. <br />ANALYSIS PROCEDURE USED m 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 D 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 F593 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 ESR®3167) OR APPROVED EQUIVALENT. THREADED RODS SHALL BE ASTM F1554 GRADE <br />36 GALVANIZED OR ASTM F593 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®1917) 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 />PLATES 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 />B) 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 />02.14.20 <br />SITE 40-051 <br />JOB NO. COP NO. <br />20 08468 <br />EVERETT, OVA � � NO. 40-051- 600-2 <br />CIVIL <br />