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GENERAL 3. ALL SHOP AND FIELD WELDS SHALL BE PERFORMED BY AN AISC
<br /> I. ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS QUALITY CERTIFIED FABRICATOR.
<br /> OF THE WASHINGTON STATE BUILDING CODE,REF.2018 INC. 4. UNLESS A LARGER WELD SIZE IS INDICATED,PROVIDE MINIMUM SIZE
<br /> 2. CONSTRUCTION METHODS AND PROJECT SAFETY:DRAWINGS AND WELD PER ADM 1.
<br /> SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT 5. FILLER SHALL BE 5556 ALLOY REGARDLESS OF MEMBER THICKNESS.
<br /> INDICATE METHODS,PROCEDURES.OR SEQUENCE OF NO OTHER FILLER ALLOY SHALL BE USED UNLESS NOTED
<br /> CONSTRUCTION.TAKE NECESSARY PRECAUTIONS TO MAINTAIN AND OTHERWISE. r 1
<br /> RE
<br /> ENSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION.
<br /> THE FOR WILL NOT ENFORCE SAFETY MEASURES OR REGULATIONS. CONCRETE t REINFORCEMENT
<br /> THE CONTRACTOR SHALL DESIGN,CONSTRUCT.AND MAINTAIN ALL 1 MINIMUM 28-DAY COMPRESSIVE STRENGTH(fc)SHALL BE 2,500
<br /> SAFETY DEVICES AND SHALL BE SOLELY RESPONSIBLE FOR PSI,
<br /> CONFORMING TO ALL LOCAL.STATE,AND FEDERAL SAFETY AND 2. REINFORCEMENT TO BE ASTM AG 15 GR GO,Fy=60 K51 UNO. OCT O /7
<br /> 2023 REVERENCE
<br /> HEALTH STANDARDS,LAWS,AND REGULATIONS. 3. CALCIUM CHLORIDE OR ADDED CHLORIDE 15 NOT PERMITTED. .,I
<br /> R ^ ELEVATIONS AND 4. REINFORCEDCONCRETE SHALL BE CONSOLIDATED WITH
<br /> TO THE START OF CONSTRUCTION AND NOTIFY THE ENGINEER MECHANICAL VIBRATORS ENGINEERING
<br /> IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES THAT 5. MINIMUM CONCRETE COVER: CITY O F EV E R ETT
<br /> ARE FOUND.NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED CAST AGAINST b EXPOSED TO EARTH 3'
<br /> DIMENSIONS.DO NOT SCALE DRAWINGS. EXPOSED TO EARTH OR WEATHER 2" Qp car 'WWW.reve encee FIgineet'Incj.COFlI
<br /> ALL OMISSIONS AND/OR CONFLICTS BETWEEN THE VARIOUS G. CHARS AND SPACERS:AS REQUIRED TO MAINTAIN COVER. Pit Services
<br /> s (6 1 9) 354-1 1 52
<br /> ELEMENTS OF THE WORKING DRAWINGS AND SPECIFICATIONS SHALL 7. SIGN MAY BE INSTALLED ON FOUNDATION AFTER A MINIMUM
<br /> BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND FIELD CURING TIME OF(14)DAYS PROVIDED CURING PROCESS 15 GOO S STREET, STE 300
<br /> INSPECTOR.THE ENGINEER SHALL PROVIDE A SOLUTION PRIOR TO PROPERLY MAINTAINED PER ACI 315.
<br /> - PROCEEDING WITH ANY WORK AFFECTED BY THE CONFLICT OR A. GROUT SHALL BE NON-SHRINK AND NON-METALLIC WITH A MINIMUM SAN DIEGO, CA 92 I 0 I
<br /> OMISSION. COMPRESSIVE STRENGTH OF 5,000 PSI AT(I)DAY.MIX AND PLACE
<br /> % 5. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS. PREPARED FOR:
<br /> ° ANY PART OF THE WORK,USE THOSE FOR OTHER SIMILAR WORK, SGNTEC-I ELECTRICAL
<br /> 1 6. WHEN A DETAIL I5 IDENTIFIED AS TYPICAL,APPLY IN ESTIMATING AND FOUNDATIONS �y
<br /> CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE I. DESIGN BEARING PRESSURES ARE PER INC CLASS 4 PRESUMPTIVE ;q o" /�fi!�d till
<br /> ADVERTISING, INC.
<br /> '5 REFERENCE 15 REPEATED IN EVERY INSTANCE. VALUES')NO SPPGAL INSPECTION REQUIRED): 6• A-'
<br /> `o _7. CHANGES TO THE DRAWINGS:OBTAIN PRIOR WRITTEN APPROVAL. LATERAL BEARING: 150 PSF/FT t�lt�•'
<br /> 8. WORK PERFORMED IN CONFLICT WITH THE DRAWINGS OR VERTICAL BEARING 2_.000 PSF`
<br /> o APPLICABLE BUILDING CODE REQUIREMENTS SHALL BE CORRECTED - RI a• P.-- ED PROJECT A.
<br /> g AT THE EXPENSE OF THE CONTRACTOR. ':. _,r ! 23091291
<br /> XISTI(yG CONDITIONS
<br /> g DESIGN CRITERIA I. ENG4 WILL NOTEE•PER ORMWG 7N, ITE.INSPRCTIONS OR jj ?4N !93 224
<br /> VER1ATIONS.IT ISTM€RESPONSIBILITY OF THE INSTALLER AND Uu I. STRUCTURE IS DESIGNED IN ACCORDANCE WITH ASCE 7-16: OR5);O IDENTIFYA5IJNG CONDITIONS AND CONTACT
<br /> 3 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. ENGINEER WITH[DIY OISBREPANCIES OR.CONCERNS
<br /> 2. WIND LOAD: 2. •EXISTING INFORMATION HAS BEEN_F91-1ED BY THE ENTITY WHOM •may'
<br /> u BASIC WIND SPEED,VL,I= 1 1 •5 MPH MAXIMUM '`THIS DOCUMENT WAS PREPARED FbbR. EIVG(NEER;IN NO WAY V ■; //�
<br /> 2 RISK CATEGORY: II EXPOSURE:C CERTIFIES THIS INFORMATION AS AS-BUILT". i �f 1!1 CZ
<br /> 3. SNOW LOAD: Prrmi• $erVi •
<br /> �+ 3. FEATURES OF WORK ANNOTATED AS'"VERIFY'(OR'SIMILAR)MUST BE 7� �3
<br /> 4 IMPORTANCE FACTOR,I,= 1.0 INSPECTED,V�PgIF LED.AS SUCH, AND DOCUMENTED PRIOR TO
<br /> SURFACE ROUGHNESS: C EXPOSURE: C rr - < Z
<br /> ti u GROUND 40 PSF MAXIMUM. IFF THE E IS ANY REtSOfF-TO B LI -.-. l f f 2 LL.Jco
<br /> 4. IF THERE'S ANY REASON TO BELIEVE THE EXI$TI%iGaGONDITIONS
<br /> ° 4 ROOF ROLIVOF
<br /> LOAD 20 PSF DETAILED HEREIN ARE NOT ACCURATE;CONTRACTOR SHALL CEASE N H (� O
<br /> WORK AND NOTIFY ENGINEER IMMEDIATELY. CV
<br /> a 5 CONTRACTOR SHALL INSPECT AND CONFIRM THE QUALITY OF THIS AREA INTENTIONALLY LEFT BLANK Q = LL.1 w n
<br /> STEEL EXISTING STRUCTURE AS'IN GOOD REPAIR'.STRUCTURE SHALL BE U Z
<br /> 1. STEEL SHAPES SHALL CONFORM TO THE FOLLOWING(U.N.O.): FREE OF CORROSION.DECAY,AND ANY OTHER MATERIAL, '1 ' p[ Q
<br /> u RND.HSS ASTM A500.GR C Fy=46 KS MIN. FABRICATION,ASSEMBLY,OR INSTALLATION DEFECT.IF THERE ARE LLB I I I I z Q m
<br /> e SQ./RECT.H55 ASTM A50O.GR C Fy=50 K5 MIN. ANY INDICATIONS THAT THIS IS NOT THE CASE,CONTRACTOR SHALL LLJ / u
<br /> 2 THREADED ROD ASTM A36 Fy=36 KS MIN. CEASE WORK IMMEDIATELY AND NOTIFY ENGINEER. <I _
<br /> o STEEL PLATE ASTM A36 Fy=36 K5 MIN. !L��/` _
<br /> - in U_J
<br /> OZ
<br /> ANGLE*CHANNEL ASTM A36 Fy=36 KS MIN.3
<br /> _
<br /> STD.PIPE ASTM A53,GR B Fy=35 KS MIN.
<br /> STRUCT.PIPE ASTM A252.GR 3 Fy=45 K5 MIN. L '-`--',�V/
<br /> 0Z fin
<br /> WIDE FLANGE ASTM A992 Fy=50 K5 MIN, U Q W Z - lLJ
<br /> 2. MACHINE BOLTS SPECIFIED AS"A307'SHALL CONFORM TO ASTM 2
<br /> A307 w/NUTS PER ASTM A5G3A 6 WASHERS PER ASTM F844
<br /> (U.N.O.).THREADED PARTS,NUTS,AND WASHERS SHALL BE HOG OR u - ZP AS DEFINED HEREIN.
<br /> 3. STRUCTURAL BOLTS SHALL CONFORM TO ASTM F31 25 GRADES
<br /> -2A325 OR A490 AS SPECIFIED("A325"OR"A490")w/NUTS PER PRODUCT EVALUATION REPORT SC)1EDULE
<br /> uASTM A563DH 6 WASHERS PER ASTM F436. WHERE APPLICABLE,ANCHORS SHALL CONFORM TO AND BE INSTALLED
<br /> A.WHERE DESIGNATED AS"-X",CARE MUST BE TAKEN TO ENSURE THREADS ARE EXCLUDED FROM THE SHEAR PLANES). PER THEIR RESPECTIVE EVALUATION REPORT(5)AS FOLLOWS:
<br /> B.WHERE DESIGNATED AS"-N"OR IF NO DESIGNATION IS NOTED, ANCHOR TYPE(REPORT NAME) ICC-ESR# LARK# No: Issue/Remsion Date:
<br /> o` THREADS MAY BE INCLUDED IN THE SHEAR PLANES). HILTI KBTZ MASONRY ANCHORS 3785 26057
<br /> . C.WHERE SPECIFIED,'A325"MAY BE HOG OR ZP AS DEFINED
<br /> o HILTI KB3 MASONRY ANCHORS 1385 25577 I initial Submittal 10-02-2023
<br /> HEREIN. HILTI KB3 CONCRETE ANCHORS 2302 25901
<br /> G.GRADE"A490"SHALL NOT BE HOG OR ZP AS DEFINED HEREIN. HILTI KBTZ ANCHORS IN CONCRETE 1917 25701
<br /> 4. ANCHORS CAST IN CONCRETE SHALL CONFORM TO ASTM F I 554 HILTI HIT-HY 200 ADHESIVE ANCHORS IN CONCRETE 3187 25964 I
<br /> GR.36(U.N.O.)w/NUTS TO ASTM A563 AND WASHERS TO ASTM i 1436.PARTS SHALL BE HILTI HIT-HY 200 ADHESIVE ANCHORS IN MASONRY 3963 26077
<br /> HOT-DIP GALVANIZED(HDG)OR ZINC TAPCON ANCHORS[IN MASONRY] 1 671
<br /> 3 (MECHANICAL)PLATED(ZP).PARTS EMBEDDED ENTIRELY IN TAPCON ANCHORS ON CONCRETE] 2202 I
<br /> CONCRETE MAY BE PLAIN STEEL.
<br /> Z TAPCON+SCREW ANCHORS AND SAMMYS THREADED
<br /> -2 _5. WHERE SPECIFIED FOR STEEL THREADED PARTS,NUTS,AND ROD ANCHORS[IN CONCRETE] 3699
<br /> WASHERS,HOT-DIP GALVANIZING(HOG)SHALL CONFORM TO ASTM
<br /> 13 ITW BUILDER TEKS SOS 1976 2591
<br /> F2329 AND ZINC(MECHANICAL)PLATING(ZP)TO CLASS 55 PER SIMPSON TITEN HD SCREW ANCHORS[MASONRY] I 056 25560
<br /> ASTM B695. SIMPSON TITEN HD SCREW ANCHORS(CONCRETE] 2713 25741
<br /> G. PLAIN STEEL FASTENERS ARE NOT TO BE USED UNLESS SPECIFIED. SIMPSON STRONG-BOLT 2 WEDGE ANCHORS[CONC.] 3037 25705
<br /> _ 7. ZINC ELECTRO-PLATED FASTENERS PER ASTM F 194 1 MAY BE
<br /> o - SUBSTITUTED FOR INTERIOR APPLICATIONS,BUT ARE OTHERWISE
<br /> II NOT TO BE USED UNLESS SPECIFIED. ABBREVIATIONS r
<br /> T 8. NUTS AND WASHERS SHALL HAVE THE SAME COATING AS THE ABV. ABOVE G.C. GENERAL CONTRACTOR �-\ J. e
<br /> CORRESPONDING THREADED PART. HOG HOT DIP GALVANIZED
<br /> ADD'L. ADDITIONAL
<br /> _m 9. WHERE SPECIFIED,IRON AND STEEL HARDWARE SHALL BE HOT-DIP AFF ABOVE FINISHED FLOOR HOR. HORIZONTAL - lJF •WA�i
<br /> o GALVANIZED PER ASTM Al 53. O.C. ON CENTER ;� / ��
<br /> ALT. ALTERNATE r4W. I 0 K
<br /> I O. STAINLESS STEEL(55)BOLTS,STUDS.AND THREADED ROD SHALL LOG. LOCATION
<br /> il
<br /> ALUM. ALUMINUM i
<br /> CONFORM TO ASTM F593 AND BE ALLOY OR 316 w/NUTS TO A.O.R. ARCHITECT OF RECORD MAX. MAXIMUM - ;1�j�r,�
<br /> ASTM F594.NUTS AND WASHERS SHALL MATCH THE ALLOY OF THE MIN. MINIMUM Wel
<br /> IIr Z
<br /> m No Exception Taken 0Rejected 0 Ii
<br /> ARCH. ARCHITECTURAL a e
<br /> THREADED PART. BTM. BOTTOM (N) NEW 9
<br /> ` WELDING: N.T.E. NOT TO EXCEED It /
<br /> BLK'G. BLOCKING
<br /> 6 A.WELD STRUCTURAL STEEL IN COMPLIANCE WITH ANSI/AWS D I o/ OVER 0 Make Corrections as Noted Submit Specified Items I "
<br /> •
<br /> CIRC. CIRCLE/CIRCULAR - ,
<br /> = AND AISC SPECIFICATION.CHAPTER J.WELDERS SHALL BE 0.D. OUTSIDE DIAMETER �O•
<br /> CONC. CONCRETE Revised and Resubmit Not Reviewed • �j�6.'
<br /> o CERTIFIED AS REQUIRED BY THE LOCAL BUILDING AUTHORITY. OPT. OPTIONAL
<br /> CONN. CONNECTION
<br /> WELDING SHALL BE DONE BY ELECTRIC ARC PROCESS USING PENS. PENETRATION X CONFORMS TO DESIGN CONCEPT , • p _ Rt0
<br /> CONT. CONTINUOUS �i'��]'LOW-HYDROGEN ELECTRODES WITH SPECIFIED TENSILE STRENGTH REINF. REINFORCEMENT E
<br /> = DIA.CTR CONTRACTOR Checkingis forgeneralconformancewiththedesl design concept of E CONFORMS TO DESIGN CONCEPT WITH Q- AI-�-�
<br /> NOT LESS THAN 70 K51 UNLESS NOTED OTHERWISE. RND ROUND ' only 9 P
<br /> DIA. DIAMETER project andgeneral compliance with the information given in the contract
<br /> v B.UNLESS A LARGER WELD SIZE IS INDICATED,PROVIDE MINIMUM SIM. SIMILAR P'
<br /> (ET. DETAIL documents.Checking neither determines accuracy of quantities or
<br /> o SIZE WELD PER AISC SPECIFICATION,SECTION J2.TABLE J2.4. (E) EXISTING 55 STAINLESS STEEL dimensions or substantiates installation instructions or performance of REVISIONS AS SHOWN oz-Oct-zs
<br /> STD STANDARD
<br /> --�LUMNUM EXIST. EXISTING SUPP. SUPPLEMENTAL equipment or systems designed by contractor.Contractor is responsible for ❑ REVISE AND RESUBMIT SHEET TITLE-
<br /> S EA. EACHcomplying with the contract documents.including dimensions,quantities.
<br /> FABRICATE AND ERECT ALUMINUM IN COMPLIANCE WITH THE 201 0 E.W. EACH WAY SQ. SQUARE coordination among trades,designs by constructions means,methods, THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH STRUCTURAL
<br /> s ALUMINUM DESIGN MANUAL(ADM I),THE SPECIFICATIONS FOR ELEV. ELEVATION T/0 TOP OF techniques.sequences.procedures.and safety programs
<br /> o TYP. TYPICAL DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF
<br /> -2 ALUMINUM SHEET METAL WORK(A5M35),AND CHAPTER 20 OF THE EMBED. EMBEDMENT THK. THICK(NE55) 7 RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS AND SPECIFICA-
<br /> y BUILDING CODE. E.O.R. ENGINEER OF RECORD
<br /> ' _2. ALUMINUM SHAPES SHALL CONFORM TO THE FOLLOWING: FAN FABRICATOR/FABRICATION U.N.O. UNLESS NOTED OTHERWISE Rim
<br /> TIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING.
<br /> . VERT. VERTICAL Reviewed By esmith
<br /> a PIPE*TUBE 6061-T6 ASTM B429 Fy=35 K51 MIN. FRM FOUNDATION w/ WITH DESIGN Date 10/3/2023 BYDavid Goretoy DATE 10/2/2023
<br /> STRUCT.PROFILES 6061-T6 ASTM B308 Fy35 K51 MIN. FRM'G. FRAMING w/o WITHOUT
<br /> SHEET a PLATE 6061-TO ASTM B209 Fy35 K51 MIN. FTG. FOOTING adZP ZINC(MECHANICAU PLATED5 . '
<br /> STAPLE TUBE 6063-T5 ASTM 5221 Fy=16 KSI MIN. F.V. FIELD VERIFY
<br /> E
<br /> The designs,details and specifications contained in this drawing are confidential.The recipients of this drawing hereby acknowledge and agree mat it is the sole property of Reverence Engineering and that they shall neither use nor reveal any of the designs,detain and specifications contained in this drawing,outside of the contractual agreement expressed written permission from Reverence Engineering.Deviations from this drawing shall not be made .•ILL.7-LET 512E I I.17
<br /> without consulting Reverence Engineering. In case of incongruities between drawings,specifications,and details included in contract documents,Reverence Engineering shall decide which indication must be followed and their decision shall be final.Copyright Reverence Engineering.All rights reserved.
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