17 E MARINE VIEW DR 2019 Plans 2025-09-29 (3)

DRAWING INDEX DRAWING RELEASE HISTORY GENERAL NOTES Pennitlt: 8190"35 Site Address: 17 E MARINE VIEW OR BLDG 2 DRAWING TITLE PAGES TYPE DATE DESCRIPTION Owner: SHADOW DEVELOPMENT MATERIALS ASTM DESIGNATION Tenant: CADMAN Apo.Date: 4/23/2019 Cover Sheet 1 Approval Drawings 11/01/2018 PERMIT SET-For Building Dept.Approval 3 PLATE WELDED SECTIONS A529,A572,A1011,A1018 GRADE 55 Proposed Use:NEW COMMERCIAL Codes and Loads z Approval Drawings Rev.1 04/08/2019 PERMIT SET-For Building Dept.Approval COLD FORMED LIGHT GAGE SHAPES A653,Al 011 GRADE 60 Description: SOIL REMEDIAT10N RECYCLING FACILITY BY BRACE RODS A572,A510 GRADE 50 CADMAN Notes HOT ROLLED MILL SHAPES A36,A529,A572,A588,A992 GRADE 36 OR 50 3 HOT ROLLED ANGLES A529,A572,A588,A992 GRADE 50 Ree—wed B Dater HOLLOW STRUCTURAL SECTION(HSS) A500 GRADE B &ffice Set _Job Site Set _Fire/Pla'nnin/g Set' ® Anchor Rod Plan 4 CLADDING A653,A792 GRADE 50 OR GRADE 80 FVPBUILIDINGS Primary Structural 5-15 HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS Secondary Structural 16-24 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE VARCO P R U D EN Covering 25-34 REGULATIONS.SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS.THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE Special Drawings THE BOLT TIGHTNESS(I.E.-SNUG TIGHT OR PRE-TENSION)UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. a division of BlueScope Buildings North America,Inc. Standard Erection Details 15,17,18,24, 33,24 ALL A490 BOLTS SHALL BE"PRE-TENSIONED".A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE Planograph Details 35-38 "SNUG-TIGHT'EXCEPT AS FOLLOWS; PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY. PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION,IMPACT,OR STRESS APPROVAL OF DRAWINGS REVERSALS ON CONNECTIONS. These drawings are released for review and APPROVA- PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS.FOR IBC BASED CODES;HIGH SEISMIC IS ONLY.Please review carefully.Approval constitutes the DESIGN CATEGORY D,E OR F.SEE CODES AND LOADS SECTION BELOW FOR DETAILS. Builder/Contractor's acceptance of the Varco-Pruden PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC.SLIP CRITICAL(SC)CONNECTIONS MUST BE FREE interpretation of the contract Purchase Order.Fabrication is pending the return of one set signed by Builder i Contractor OF PAINT,OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES.GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE. ❑Approved as Submitted ❑Approved as Noted IN CANADA,ALL A325 AND A490 BOLTS SHALL BE"PRE-TENSIONED",EXCEPT FOR SECONDARY MEMBERS AND ❑Disapproved.Please resubmit. FLANGE BRACES. SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS"SNUG TIGHT",UNLESS INDICATED OTHERWISE IN Builder!CDnir. Data _ ERECTION DRAWING DETAILS. VP Buildings 7440 Doe Avenue INSPECTION AND TESTING Visalia,CA 93291 SPECIAL INSPECTIONS AND TESTING REQUIRED BY AUTHORITY HAVING JURISDICTION(AHJ)DURING CONSTRUCTION AND/OR STEEL FABRICATION IS THE RESPONSIBILITY OF THE OWNER OR OWNERS AUTHORIZED AGENT.WHEN REQUIRED,THE OWNER SHALL EMPLOY A QUALITY ASSURANCE AGENCY(QAA)APPROVED BY THE AHJ.THE BUILDER IS RESPONSIBLE TO COORDINATE BETWEEN THE QAA FIRM AND BBNA FABRICATION FACILITIES.THE TYPE AND EXTENT OF SPECIAL INSPECTIONS AND NOT WELD TESTING MUST BE SPECIFICALLY STIPULATED IN CONTRACT DOCUMENTS OR BBNA WILL ASSUME SPECIAL INSPECTIONS ANDIOR NOT TESTING ARE WAIVED AS PERMITTED BY THE BUILDING CODE BASED ON BBNA FACILITIES IAS AC472 ACCREDITATION. PLANNING DEPT.INSPECTION REQUIRED PRIOR TO REQUEST FOR FINAL INSPECTION _L�_Landstaping _Fencing_Signs _Environmentally Sensitive Area _Othe r Contact: (425) 257-8731 ext. (01(ed 4;7'4< Plop an�� =11� UNITY THESE DOCUMENTS HAVB';,:T 33 'I EPT APPROVED FOS THE ISF CE"F P SUpp UBLIC WORKS,MECHANICAL,FINE FLU M�NGI PERMITS, Additional Additional Permits Are Required " For This Project To include: ® Plumbing ❑Sprinkler © Mechanical ❑FireAlarrn ® Electrical 14 This document has been y - electronically signed and sealed by Derrick Wessel, 2 PE.The seal and 54 signature applied are mine and I approve this /OVAL doc Nnt 2019.04.0909:19:04-or00' 04/09/2019 VP Buildings 3200 Players Club Circle Memphis TN 38125 I APPROVAL DRAWINM DESIGN REVIEWED I PAGES 1-2 i 2741 JS 4.8.2019 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF VP AND DE AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP.THE BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE P�(CSAgss I\\\ COVER SHEET VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE.IT SHALL C) O OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN //��C`a/t n' I euILOER CHG Building Systems,Inc. 'pfo ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. APPROVAL OF VP BUILDINGS. I]JL]1\ \\\►// CUa1OMER 18-040735-01 Cadman PATE THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY ri fiBd ACCREDITED" LOCATIGN Everett,Washington VP BUILDINGS 04/08I2019 WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS AC 472 DRANK(CHECK PROJECT VARCOPRuOaJ DRAWING,ALL APPLICABLE VP BUILDINGS ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER Cadman Everett Bldg 2 LND ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BDILDERS Pon PAGE 28103 vPc vstince:2018.2b 1 4/5/2019 10:56:21 FILENAME Cadman ealnonmewesmrx ena��rra,m n,reaal�.