17 E MARINE VIEW DR 2019 Plans 2025-09-29 (4)

DRAWING INDEX DRAWING RELEASE HISTORY GENERAL NOTES DRAWING TITLE PAGES TYPE DATE DESCRIPTION Cover Sheet MATERIALS ASTM DESIGNATION 1 Approval Drawings 10.30.2018 PERMIT SET-For Building Dept.Approval 3 PLATE WELDED SECTIONS A529,A572,A1011,A1018 GRADE 55 COLD Codes and Loads 2 Approval Drawings 4.8.2019 PERMIT SET-For Building Dept.Approval BRACE RODSD LIGHT GAGE SHAPES A653,A1011 GRADE 60 P572,A510 GRADE 50 Notes $ HOT ROLLED MILL SHAPES A36,A529,A572,A588,A992 GRADE 36 OR 50 HOT ROLLED ANGLES GRADE 50 A529,A572,A588,A992 Anchor Rod Plan 4 HOLLOW STRUCTURAL SECTION(HSS) A500 GRADE B VVP TBUILDINGS Primary Structural 5-15 CLADDING A653,A792 GRADE 50 OR GRADE 80 VARCO PRUDEN Secondary Structural 16-20 HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS Covering 21-27 T IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. a division of BlueScope Buildings North America,Inc. Special Drawings 28 SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS(I.E.-SNUG TIGHT OR PRE-TENSION)UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION Standard Erection Details OR CONTACT. ALL A490 BOLTS SHALL BE"PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE Planograph Details 29-32 "SNUG-TIGHT" EXCEPT AS FOLLOWS; APPROVAL OF DRAWINGS 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 These drawings are released for review and APPROVAL REVERSALS ON CONNECTIONS. ONLY. Please review carefully. Approval constitutes the PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS.FOR IBC BASED CODES;HIGH SEISMIC IS Builder/Contractor's acceptance of the Varco-Pruden DESIGN CATEGORY D,E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS. interpretation of the contract Purchase Order. Fabrication is PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC.SLIP CRITICAL(SC)CONNECTIONS MUST BE FREE OF PAINT, pending the return of one set signed by Builder/Contractor OIL,OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE. ❑ Approved as Submitted ❑ Approved as Noted IN CANADAALL A325 AND A490 BOLTS SHALL BE"PRE-TENSIONED",EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES. ElSECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS"SNUG TIGHTENED"UNLESS INDICATED OTHERWISE IN Disapproved. Please resubmit. ERECTION DRAWING DETAILS. Builder/Contr. Date INSPECTION AND TESTING SPECIAL INSPECTIONS AND TESTING REQUIRED BY AUTHORITY HAVING JURISDICTION(AHJ)DURING CONSTRUCTION AND/OR VP Buildings 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 7440 Doe Avenue BETWEEN THE QAA FIRM AND BBNA FABRICATION FACILITIES. THE TYPE AND EXTENT OF SPECIAL INSPECTIONS AND NDT Visalia, CA 93291 WELD TESTING MUST BE SPECIFICALLY STIPULATED IN CONTRACT DOCUMENTS OR BBNA WILL ASSUME SPECIAL INSPECTIONS AND/OR NDT TESTING ARE WAIVED AS PERMITTED BY THE BUILDING CODE BASED ON BBNA FACILITIES]AS AC472 ACCREDITATION. - JNn DEVi =PT. j,551J�Fr /�i8/ -o*Z sFA"CrAL xWSPEc1ea" DATE2 q PLANNING DEPT.INSPECTION REQUIRED PRI0R 0 REQUEST FOR FINAL INSPECTION i/Landscaping _Fencing_Signs —Environmentally Sensitive Area _Other THESE DOCUMENTSuAd@H f'F' I Contact:T2we,5A -e PUBlCN'ORKS,MECHANICAL,r RE (4251 257-E73t/e_a. / SUPPRESSION,ELECTRICAL OR `4?,,,WCQ/ Sl% alJGt LG/'dSC PLUMBING PERMITS. Additional Permits Are Required For This Project To Include: Plumbing ❑Sprinkler Mechanical ❑Fire Alarm �f►K WES ® Electrical `V Z This document has been electronically signed and sealed by Derrick Wessel, rJG 8Z PE. The seal and signature applied are mine and I approve this document 2019.04.08 13:54:30-07'00' s�ONAI 04/08/2019 VP Buildings 3200 Players Club Circle Memphis TN 38125 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF VP BUILDINGS. IT IS DIET 4/8/2019 A roval Drw S APPROVAL DRAWINGS DESIGN REVIEWED I PAGES 1-2, 4.20 I JS 4.8.2019 DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY GP$`ICSA�66� Ip� COVER SHEET ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. / BUILDER oe n DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. CHG Building Systems,Inc. CUSTOMER 18-040734 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY C Cadman DATE WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN ertlfiea ACCREDITED` LOCATION �%M 4.5.2019 THIS DRAWING,ALL APPLICABLE VP BUILDINGS ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO AC 472 Everett,Washington DRAWN/CHECK PROPER ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PRaecT Cadman Everett Bldg 1 ac BUILDERS P- 28103 VPCVERSION: 2018.2b PAGE 1 4/4/2019 16:46:50 FILENAME Cadman aclMslo"areeSwpe Buildings North Ameda,nc.