26 Civic Center Plz - REV 6 - Plan

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1/2" Ø HILTI 'KB-TZ2' WEDGE ANCHORW/ 3 1/4" MIN EMBED(ICC ESR-1917)(E) CONC OVER MTLDECK PER PLAN1/2"Ø HANGER ROD TYP OF (2) LOCATIONSROD STIFFENER TYPUNISTRUT 'P1000 HS' BRACE (LENGTH = 9'-6" MAX), TYP'SPF200' W/ (2) 1/2"Ø MIN BOLTAND SPRING NUT TO BRACE.TYP EA BRACE, EA END.1/2"Ø HILTI 'KB-TZ2'W/ WASHER AT EAHANGER W/ 3 1/4"MIN EFF EMBED,TYPCOUPLER NUT TYPTYP2'-0" MAX LBTBLBTBTBTBTBTBLBLBLBLBLBLBPLAN: EXAMPLE LAYOUT(FOR REFERENCE ONLY)3"3"'H'CLEVIS HANGERNUT T&BPIPE CONDUIT4" Ø MAX1 MIN1MAX4" 'P1000 HS'BRACE (NS & FS)SPF200 EA SIDEOF PIPE CLAMPPIPE CLAMP1 MIN1LONGITUDINAL BRACENOTES:1. BRACING MAY BE OMITTED FOR PIPE/ CONDUIT WHEN 'H' IS LESS THAN OR EQUAL TO 12"2. IF 'H' IS GREATER THAN 12". THE MAX DIAMETER FOR UNBRACED PIPE SHALL BE 1" (2 1/2" FOR CONDUIT EXCLUSIVE).3. IF BRACING IS OMITTED. PROVIDE UNISTRUT M2050 SWIVEL CONN AT EA HGR ROD IN LIEU OF COUPLER NUT.4. SEE 3/S7.0-2 "TYPICAL PIPE/ CONDUIT WEIGHT AND MAX SUPPORT SPACING" FOR ADDITIONAL INFO.5. OMIT STIFFENER AT HANGER ROD AT LOCATIONS WHERE BRACE DOES NOT APPLY.6. PROVIDE TRANSVERSE BRACE (TB) @ 20'-0" OC MAX (PERPENDICULAR TO PIPE/ CONDUIT). ACTUAL SPACING PER 3/S7.0-2.7. PROVIDE LONGITUDINAL BRACE PAIR (LB) EVERY OTHER TRANSVERSE BRACE (PARALLEL TO PIPE/ CONDUIT).8. PROVIDE NO LESS THAN ONE LONGITUDINAL BRACE PAIR (LB) PER SPAN OF PIPE / CONDUIT.9. PROVIDE SUPPORTS AT 2'-0" MAX FROM LOCATIONS WHERE PIPE/ CONDUIT CHANGES DIRECTION.10. ALL STRUT COMPONENTS AND PIPE CLAMPS SHALL BE MANUFACTURED BY UNISTRUT.11. PROVIDE 1/2"Ø HHCS AND SPRING NUT AS REQUIRED FOR CONNECTION TO OPEN FACE OF STRUT TYP.12. SUBMIT PROPOSED LAYOUT FOR SEOR/AOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.13. CONTACT SEOR IF CONTENTS OF PIPE ARE CLASSIFIED HAZARDOUS MATERIAL.SEE NOTE (9)SNUG TIGHT TO EA NUTNUT SNUG TIGHTTO SWIVEL CONNHGR RODM20501/2"Ø HILTI 'KB-TZ2' W/ WASHER, TYPEMBED3 1/4" SWIVEL CONNECTIONIN LIEU OF COUPLER NUTWHEN BRACING IS OMITTED3/8" Ø x 1" HHCS'P1000 T''P2485' CRADLECLIP @ 12" OCHGR ROD PERSECTION'P3008' NUTASECTIONAT ROD STIFFENERIUEIHU9AS.OAFRANCN4 0 8 0HINSL11ALECRNDEN VA,N I N GCRAETCEI TSCSNNG R O U P7S506C07 182PRAO90AEUC+ER4SHEET TITLE AND NO.ISSUEDATE PROJECT:CA REG.Project Arch.--------BID SETFINAL PERMIT/CONFORM SET 04/30/202408/02/202422575-0126 CIVIC CENTER PLAZASANTA ANACA 92701SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA26 CIVIC CENTER PLAZASANTA ANA, CA 927013/18/2025 1:19:08 PMAutodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvtS7.0-3EQUIPMENTANCHORAGEDETAILSJOB NUMBER: 2100588; JOB NAME: Santa Ana Library Renovation; SHEET: S7.0-3; PD: MJS; PM: ES1" = 1'-0"1TYPICAL SINGLE PIPE ANCHORAGEREV # DESCRIPTION DATE1 1/2"11L3x3x3/8 BRACE CUT AND BEND WEB AS SHOWN1 1/2"1 1/2"NIRNo. S3866Exp. 3/31/26GTRETATSSEOFILACFOUCTURARL RSTEREDPLOFESSIONANERAIEENGIWILLIH.THORP............................................ . . . .....................EAM1 1/2" = 1'-0"2ISSUEDATE PERMIT SET 1ST ISSUANCEBID SETFINAL PERMIT/CONFORM SET 09/29/202304/30/202408/02/2024REV # DESCRIPTION DATE1 BACKCHECK REV-1 03.01.20242 CITY REVIEW REV-1 08.02.20243 CITY REVIEW REV-2 10.18.20244 CITY REVIEW REV-3 01.27.20255 CITY REVIEW REV-4 04.07.20256 CITY REVIEW REV-5 06.27.20257 CITY REVIEW REV-6 10.24.2025 REVIEWED FOR CONSTRUCTABILITY: 80470SEAN THOMAS. P.E. RCE NO:PRINCIPAL CIVIL ENGINEERDATE: RECOMMENDED FOR CONSTRUCTION: 62968JASON GABRIEL. P.E. RCE NO:PRINCIPAL CIVIL ENGINEER DATE: