|
GENERAL QUALITY CERTIFIED FABRICATOR. SPECIAL INSPECTIONS SUMMARY O F SPECIAL INSPECTIONS
<br /> 1. ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS 4. UNLESS A LARGER WELD SIZE IS INDICATED,PROVIDE MINIMUM SIZE 1. SPECIAL INSPECTION 15 REQUIRED PER CHAPTER 17 OF THE BUILDING O
<br /> WELD PER ADM I.
<br /> OF THE WASHINTON STATE BUILDING CODE,REF.201815C. CODE AND AS LISTED IN THE'SUMMARY OF SPECIAL INSPECTIONS'. 1705.2 STEEL CONSTRUCTION-WELDING(APPLICABLE TO ALUMINUM)
<br /> CONSTRUCTION METHODS AND PROJECT SAFETY:DRAWINGS AND 5. FILLER SHALL BE 5556 ALLOY REGARDLESS OF MEMBER THICKNESS. THE OWNER SHALL EMPLOY AN INSPECTION AGENCY APPROVED BY SPECIAL INSPECTIONS WITHIN THIS SECTION NOT REOD.FOR p
<br /> - NO OTHER FILLER ALLOY SHALL BE USED UNLESS NOTED /�'�
<br /> RE _
<br /> SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT THE ENGINEER PRIOR TO THE START OF WORK.COPIES OF ALL OFF-SITE FABRICATION AT AN APPROVED FABRICATORS SHOP- ('� J >
<br /> OTHERWISE. \1 „'INDICATE METHODS,PROCEDURES.OR SEQUENCE OF INSPECTION REPORTS SHALL BE SUBMITTED TO THE ENGINEER AND REFERENCE SPECIAL INSPECTION NOTES FOR MORE INFORMATION 5CONSTRUCTION.TAKE NECESSARY PRECAUTIONS TO MAINTAIN AND THE BUILDING AUTHORITY IN A TIMELY MANNER. 'nENSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION. CONCRETE*REINFORCEMENT 2.SPECIAL INSPECTIONS IDENTIFIED ARE IN ADDITION TO,AND NOT A CONTINUOUS INSPECTION: 9THE FOR WILL NOT ENFORCE SAFETY MEASURES OR REGULATIONS. I. MINIMUM 28-DAY COMPRESSIVE STRENGTH(fc)SHALL BE 2,500 SUBSTITUTE FOR,THOSE REQUIRED TO BE PERFORMED BY A 1. COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDSmTHE CONTRACTOR SHALL DESIGN,CONSTRUCT,AND MAINTAIN ALL PSI. BUILDING INSPECTOR.WORK WHICH 15 INSTALLED OR COVERED 2.MULTIPA S FILLET WELDSnTSAFETY DEVICES AND SHALL BE SOLELY RESPONSIBLE FOR 2. REINFORCEMENT TO BE ASTM AG15 GR GO.Fy=60 KSI UNO. WITHOUT THE APPROVAL OF THE BUILDING OR SPECIAL INSPECTCF I5 3.SINGLE-PASS FILLET WELDS>5/16' UI7 E°20V23E
<br /> `0
<br /> CONFORMING TO ALL LOCAL,STATE,AND FEDERAL SAFETY AND 3. CALCIUM CHLORIDE OR ADDED CHLORIDE IS NOT PERMITTED. SUBJECT TO REMOVAL OR EXPOSURE. 4.PLUG AND SLOT WELDS REVERENCE `0
<br /> HEALTH STANDARDS,LAWS,AND REGULATIONS. 4. ALL REINFORCED CONCRETE SHALL BE CONSOLIDATED WITH 3.THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE LOCAL PERIODIC INSPECTION:
<br /> 3 TOVERIFY ALL T E START GIONS,ELEVATIONS AND SITE ONSTRUCT ONN AND NOTIFY THE ENIGINEERNS PRIOR MECHANICAL 5. MINIMUM ONCRETEOCOVER: 4.1715 THEI RION IN THE EESPONSIBILITY OFORY THEOF WORK TO BE OWNE OR CONTRACTOR TO 1. SINGLE-PASS FILLET WELDS<5/ 6• ENGINEERING ti
<br /> IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES THAT CAST AGAINST 4 EXPOSED TO EARTH 3' NOTIFY THE SPECIAL INSPECTOR OR AGENCY PRIOR TO PERFORMING C 1 TpY O F EpVE R E TTt1
<br /> ARE FOUND.NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED EXPOSED TO EARTH OR WEATHER 2' ANY WORK THAT REQUIRES SPECIAL INSPECTION.WORK REQUIRING, Permit Services• www.reverenceenGJlneering.com d1
<br /> DIMENSIONS.DO NOT SCALE DRAWINGS. 6. CHAIRS AND SPACERS:AS REQUIRED TO MAINTAIN COVER. BUT PERFORMED WITHOUT,SPECIAL INSPECTION IS SUBJECT TO C•J (G 19) 354-115 2 s
<br /> ALL OMISSIONS AND/OR CONFLICTS BETWEEN THE VARIOUS 7. SIGN MAY BE INSTALLED ON FOUNDATION AFTER A MINIMUM REMOVAL.
<br /> ELEMENTS OF THE WORKING DRAWINGS AND SPECIFICATIONS SHALL CURING TIME OF(14)DAYS PROVIDED CURING PROCESS IS 5.A PROPERTY OWNERS FINAL REPORT FORM FOR WORK REQUIRED TO GOO B STREET, STE 300 t
<br /> BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND FIELD PROPERLY MAINTAINED PER ACI 318. HAVE SPECIAL INSPECTIONS,TESTING AND STRUCTURAL SAN DIEGO, CA 92 I 0 I u
<br /> INSPECTOR.THE ENGINEER SHALL PROVIDE A SOLUTION PRIOR TO 8. GROUT SHALL BE NON-SHRINK AND NON-METALLIC WITH A MINIMUM OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER,
<br /> PROCEEDING WITH ANY WORK AFFECTED BY THE CONFLICT OR COMPRESSIVE STRENGTH OF 5,000 P51 AT(I)DAY.MIX AND PLACE PROPERTY OWNER'S AGENT OF RECORD,ARCHITECT OR ENGINEER OF PREPARED FOR: O
<br /> U
<br /> OMISSION. IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS. RECORD AND SUBMITTED TO THE BUILDING AUTHORITY. L.
<br /> 5. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR 6.WHERE CONTINUOUS SPECIAL INSPECTION 15 REQUIRED,THE SPECIAL S I G NTECI-1 ELECTRICAL 0
<br /> ANY PART OF THE WORK,USE THOSE FOR OTHER SIMILAR WORK. FOUNDATIONS INSPECTOR SHALL CONTINUOUSLY PROVIDE FULL-TIME VERIFICATION
<br /> 6. WHEN A DETAIL 15 IDENTIFIED AS TYPICAL,APPLY IN ESTIMATING AND 1. DESIGN BEARING PRESSURES ARE PER CBC CLASS 4 PRESUMPTIVE OF THE WORK. 16
<br /> CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE VALUES(NO SPECIAL INSPECTION REQUIRED): 7.WHERE PERIODIC SPECIAL INSPECTION IS REQUIRED,THE SPECIAL ADVERTISING, INC. A
<br /> REFERENCE IS REPEATED IN EVERY INSTANCE. LATERAL BEARING: 150 PSF/FT INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT.AT A MINIMUM, n_
<br /> 7. CHANGES TO THE DRAWINGS:OBTAIN PRIOR WRITTEN APPROVAL. VERTICAL BEARING: 2,01391`3F PERIODIC SPECIAL INSPECTION SHALL OCCUR DAILY. O
<br /> 8. WORK PERFORMED IN CONFLICT WITH THE DRAWINGS OR 9.WHEN WORK IN MORE THAN ONE CATEGORY REQUIRING SPECIAL - m
<br /> ` APPLICABLE BUILDING CODE REQUIREMENTS SHALL BE CORRECTED INSPECTION IS TO BE PERFORMED SIMULTANEOUSLY,OR THE '�'�` Y .c
<br /> AT THE EXPENSE OF THE CONTRACTOR. EXISTING CONDITIONS GEOGRAPHIC LOCATION OF THE WORK IS SUCH THAT IT CANNOT BE iI. ENGINEER WILL NOT BE PERFORMIN ON-SITE INSPECTIONS OR CONTINUOUSLY OBSERVED,IT SHALL BE THE RESPONSIBILITY OF THE
<br /> DESIGN CRITERIA1 } O
<br /> VERIFICATIONS.IT I5 THE RESPONSI LITY OF THE INSTALLER AND OWNER.OR DESIGNATED AGENT TO EMPLOY A SUFFICIENT NUMBER OF p i
<br /> OWNER(S)TO IDENTIFY EXISTING CON ITIONS AND CONTACT SPECIAL INSPECTORS TO ENSURE CONTINUOUS INSPECTION FOR ALL
<br /> I. STRUCTURE IS DESIGNED IN ACCORDANCE WITH ASCE 7-1 6: ENGINEER WITH ANY DISCREPANCIES CONCERNS. WORKING REQUIRING SUCH. 1 3 4
<br /> MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. 2. EXISTING INFORMATION HAS BEEN FU !SHED BY THE ENTITY WHOM x r
<br /> O. OFF-SITE FABRICATION: d l"
<br /> 2. WIND LOAD: "n
<br /> THIS DOCUMENT WAS PREPARED FOR. NGINEER IN NO WAY A.'OFF-SITE FABRICATION•REFERS TO THE FABRICATION OF Z
<br /> BASIC WIND SPEED,VI,I= 1 1 5 MPH MAXIMUM CERTIFIES THIS INFORMATION AS'AS-B LT'. STRUCTURAL LOAD-BEARING MEMBERS AND ASSEMBLIES('WORK", tii y� I- "
<br /> RISK CATEGORY: II EXPOSURE:C 3. FEATURES OF WORK ANNOTATED AS'VE FY•(OR SIMILAR)MUST BE PERFORMED ON THE PREMISES OF A FABRICATORS SHOP. V' itIVII I O LLJ W O 4I
<br /> 3. SNOW LOAD: INSPECTED,VERIFIED AS SUCH, AND D UMENTED PRIOR TO B.'LOCAL BUILDING JURISDICTION"REFERS TO THE GOVERNING 1�� [1 nniiY [Lf z 1- (I)
<br /> IMPORTANCE FACTOR.Is= I.0 FABRICATION AND INSTALLATION. - CITY
<br /> O > �/ [- (V L
<br /> SURFACE ROUGHNESS: C EXPOSURE:PARTIAL MUNICIPALITY OF THE PROJECT SITE INDICATED ON THESE PLANS V y� q� < y
<br /> GROUND 4 PSF MAXIMUM 4. IF THERE 15 ANY REASON TO BELIEVE THE ISTING CONDITIONS C.IT IS THE FABRICATORS RESPONSIBILITY TO KNOW AND FULFILL pattT tik Moe w ,,/ W (n
<br /> DETAILED HEREIN ARE NOT ACCURATE,CON RACTOR SHALL CEASE THE LOCAL BUILDING JURISDICTIONS REQUIREMENTS FOR CZ U Z
<br /> ROOF 40 PSF MAXIMUM WORK AND NOTIFY ENGINEER IMMEDIATELY.
<br /> 4. ROOF LIVE LOAD. 20 PSF MAXIMUM OFFSITEOFF-OTT Off-SITE
<br /> FABRICATION WHICH MAY D A INCLUDEER AN APPLICATION T. Q IY Z Q c
<br /> 5. CONTRACTOR SHALL INSPECT AND CONFIRM HE QUALITY OF PERFORM Off-SITE AND A CERTIFICATE OF W O (V m
<br /> EXISTING STRUCTURE AS'IN GOOD REPAIR•. RUCTURE SHALL BE COMPLIANCE. CZ U m .,
<br /> STEEL FREE OF CORROSION.DECAY,AND ANY OTHE MATERIAL, D.WORK TO BE PERFORMED IN A FABRICATORS SHOP THAT IS - - al
<br /> ' STEEL SHAPES SHALL CONFORM TO THE FOLLOWING(U.N.O.): FABRICATION,ASSEMBLY,OR INSTALLATION D ECT.IF THERE ARE APPROVED BY THE LOCAL BUILDING JURISDICTION TO PERFORM.' I- -
<br /> RND.H55 ASTM A500,GR B Fy=42 KS MIN. ANY INDICATIONS THAT THIS IS NOT THE CASE, ONTRACTOR SHALL SUCH WORK WITHOUT SPECIAL INSPECTION NEED NOT BE < ~ _ in4
<br /> SQ./RECT.H55 ASTM A500,OR B Fy=46 KS MIN. CEASE WORK IMMEDIATELY AND NOTIFY ENGINE REQUIRED TO HAVE SPECIAL INSPECTION.HOWEVER,THE OL
<br /> CL - Si ti
<br /> THREADED ROD ASTM A36 Fy=36 KS MIN. FABRICATOR MUST STILL COMPLY WITH LOCAL REQUIREMENTS ANE I'-L^-I Z c/ II) > ❑
<br /> STEEL PLATE ASTM A36 Fy=36 KS MIN. SUBMIT A CERTIFICATE OF COMPLIANCE PER CHAPTER 17 AT V J U D - LU 9
<br /> ANGLE 4 CHANNEL ASTM A36 Fy=36 K5 MIN. Please review calcs CONCLUSION OF FABRICATION AND PRIOR TO ERECTION OR �( - N 2 o
<br /> STD.PIPE ASTM A53,GR 13 Fy=35 KS MIN. INSTALLATION ON SITE �l ' ') W
<br /> STRUCT.PIPE ASTM A500,GR B Fy=46 KS MIN. that the footing still E. WORK TO BE PERFORMED IN A FABRICATORS SHOP THAT I5 NOT L v, L y
<br /> 2. MACHINE BOLTS SPECIFIED AS*A307'SHALL CONFORM TO ASTM APPROVED(PER PARA.'D')IS SUBJECT TO SPECIAL INSPECTION. F U o
<br /> A307 w/NUTS PER ASTM A563A 4 WASHERS PER ASTM F844 SPECIAL INSPECTOR SHALL VERIFY THE FABRICATOR MAINTAINS L= a
<br /> (U.N.O.).THREADED PARTS,NUTS,AND WASHERS SHALL BE HDG OR passes under 1,500psf DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES THAT
<br /> ZP AS DEFINED HEREIN. V w V
<br /> 3. STRUCTURAL BOLTS SHALL CONFORM TO ASTM F3I 25 GRADES PROVIDE A BASIS FOR INSPECTION CONTROL OF THE
<br /> A325TRU OR A490 AS SPECIFIED('A325'OR'A4909 I NUTS PER WORKMANSHIP AND FABRICATORS ABILITY TO CONFORM TO a O 3
<br /> ASTM DRA563DH 4 WASHERS PER ASTM OR A APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED
<br /> PRODUCT EVALUATION REPORT SCHEDULE STANDARDS.SPECIAL INSPECTOR SHALL REVIEW THE PROCEDURES PROJECT a //� O
<br /> A.WHERE DESIGNATED A5'-X',CARE MUST BE TAKEN TO ENSURE WHERE APPLICABLE,ANCHORS SHALL CONFORM TO AND BE INSTALLED FOR COMPLETENESS AND ADEQUACY RELATIVE TO THE CODE 2309 I L E THREADS ARE EXCLUDED FROM THE SHEAR PLANE(S). PER THEIR RESPECTIVE EVALUATION REPORT(S)AS FOLLOWS: REQUIREMENTS FOR THE FABRICATORS SCOPE OF WORK. IS
<br /> B.WHERE DESIGNATED AS•-N•OR IF NO DESIGNATION 15 NOTED, _ _ _
<br /> THREADS MAY BE INCLUDED IN THE SHEAR PLANE(S). ANCHOR TYPE(REPORT NAME) ICC-ESR# LARK# No: Issue, - _
<br /> C.WHERE SPECIFIED,•A325'MAY BE HOG OR ZP AS DEFINED HILTI KBTZ MASONRY ANCHORS 3785 26057 - 31
<br /> HEREIN.
<br /> D.GRADE'A490"SHALL NOT BE HOG OR ZP AS DEFINED HEREIN. HILTI KB3 MASONRY ANCHORS 1 385 25577 ---- Initial SubrrDttai 10-02-2023 id
<br /> 4. ANCHORS CAST IN CONCRETE SHALL CONFORM TO ASTM F 1 554 HILTI KB3 CONCRETE ANCHORS 2302 25901
<br /> GR.36(U.N.OJ w/NUTS TO ASTM A563 AND WASHERS TO ASTM HILTI KBTZ ANCHORS IN CONCRETE 1917 25701
<br /> F436.PARTS SHALL BE HOT-DIP GALVANIZED(HOG)OR ZINC HILTI HIT-HY 200 ADHESIVE ANCHORS IN CONCRETE 3187 25964 AI -6
<br /> (MECHANICAL)PLATED(ZP).PARTS EMBEDDED ENTIRELY IN HILTI HIT-HY 200 ADHESIVE ANCHORS IN MASONRY 3963 26077 ,°3
<br /> CONCRETE MAY BE PLAIN STEEL. TAPCON ANCHORS[IN MASONRY] 1671
<br /> 5. WHERE SPECIFIED FOR STEEL THREADED PARTS,NUTS,AND TAPCON ANCHORS[IN CONCRETE] 2202 A
<br /> TAPCON+SCREW ANCHORS AND SAMMYS THREADED
<br /> WASHERS,HOT-DIP GALVANIZING(HOG)SHALL CONFORM TO ASTM ,n
<br /> F2329 AND ZINC(MECHANICAL)PLATING(ZP)TO CLASS 55 PER ROD ANCHORS lIN CONCRETE) 3699 I,ITW BUILDEX TEKS SOS 1975 2591 3
<br /> ASTM B695. SIMPSON TITEN HD SCREW ANCHORS[MASONRY] 1056 25560 • £
<br /> 6. PLAIN STEEL FASTENERS ARE NOT TO BE USED UNLESS SPECIFIED. SIMPSON TITEN HD SCREW ANCHORS[CONCRETE] 2713 25741 A
<br /> 0
<br /> 7. ZINC ELECTRO-PLATED FASTENERS PER ASTM F 194 I MAY BE n
<br /> SUBSTITUTED FOR INTERIOR APPLICATIONS,BUT ARE OTHERWISE SIMPSON STRONG-BOLT 2 WEDGE ANCHORS[GONG.] 3037 25705
<br /> R
<br /> NOT TO BE USED UNLESS SPECIFIED. 0
<br /> 8. NUTS AND WASHERS SHALL HAVE THE SAME COATING AS THE ABBREVIATIONS -.
<br /> CORRESPONDING THREADED PART. ABV. ABOVE HOG. HOT DIP GALVANIZED �• A `"
<br /> 9. WHERE SPECIFIED,IRON AND STEEL HARDWARE SHALL BE HOT-DIP ADDL. ADDITIONAL HOR. HORIZONTAL A
<br /> GALVANIZED PER ASTM Al 53. AFF ABOVE FINISHED FLOOR OC. ON CENTER �/ � : /y� �n
<br /> is-
<br /> I O. STAINLESS STEEL(55)BOLTS.STUDS,AND THREADED ROD SHALL ALA. ALTERNATE LOG. LOCATION • - V z
<br /> CONFORM TO ASTM F593 AND BE ALLOY 304 OR 316 w/NUTS TO �" C +'
<br /> ALUM. ALUMINUM MAX. MAXIMUM
<br /> ASTM F594.NUTS AND WASHERS SHALL MATCH THE ALLOY OF THE �1 !_
<br /> AOR. ARCHITECT OF RECORD MIN. MINIMUM O
<br /> THREADED PART. i Z -
<br /> I I. WELDING: ARCH. ARCHITECTURAL (N) NEW VVb
<br /> - •
<br /> A.WELD STRUCTURAL STEEL IN COMPLIANCE WITH AN51/AWS D I.I BTM. BOTTOM NTE NOT TO EXCEED
<br /> BLK'G. BLOCKING o/ OVER ', / y
<br /> AND NSC SPECIFICATION,CHAPTER J.WELDERS SHALL BE CIRC. CIRCLE/CIRCULAR OD. OUTSIDE DIAMETER - l O
<br /> CERTIFIED AS REQUIRED BY THE LOCAL BUILDING AUTHORITY. _ •�O *• 'a
<br /> CONC. CONCRETE OPT. OPTIONAL 6 WELDING SHALL BE DONE BY ELECTRIC ARC PROCESS USING CONN. CONNECTION PENE. PENETRATION 5,6
<br /> LOW-HYDROGEN ELECTRODES WITH SPECIFIED TENSILE STRENGTH CONT. CONTINUOUS REINF. REINFORCEMENT ❑CONFORMS TO DESIGN CONCEPT s ,�4, cp 3
<br /> NOT LESS THAN 70 K51 UNLESS NOTED OTHERWISE. ER
<br /> B.UNLESS A LARGER WELD SIZE IS INDICATED,PROVIDE MINIMUM CAR. CONTRACTOR RND. ROUND �1� al
<br /> DIA. DIAMETER 51M. SIMILAR CONFORMS TO DESIGN CONCEPT WITH A ��
<br /> SIZE WELD PER AISC SPECIFICATION,SECTION J2,TABLE J2.4. DST. DETAIL/ER 55. STAINLESS STEEL , Q -
<br /> (E) EXISTING STD. STANDARD REVISIONS AS SHOWN tiir
<br /> ALUMINUM EXIST. EXISTING SUPP. SUPPLEMENTAL ❑REVISE AND RESUBMIT ENGINEER: 6JS >
<br /> I. FABRICATE AND ERECT ALUMINUM IN COMPLIANCE WITH THE 2010 EA. EACH SQ. SQUARE
<br /> ALUMINUM DESIGN MANUAL(ADM I),THE SPECIFICATIONS FOR E.W. EACH WAY T/O TOP OF -
<br /> ALUMINUM SHEET METAL WORK(ASM35),AND CHAPTER 20 OF THE ELEV. ELEVATION TM'. TYPICAL THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH y w
<br /> ICA
<br /> DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF DWG TITLE:
<br /> BUILDING CODE. EMBED. EMBEDMENT THK. THICKNESS RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS AND SPECIFICA- STRUCTURAL �-
<br /> 2. ALUMINUM SHAPES SHALL CONFORM TO THE FOLLOWING: EOR. ENGINEER OF RECORD UNO. UNLESS NOTED OTHERWISE y
<br /> PIPE 4 TUBE 6061-T6 ASTM B429 Fy=35 K51 MIN. FAB. FABRICATOR/FABRICATION VERT. VERTICAL TIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. SHEET: SIZE: _
<br /> STRUCT.PROFILES 6061-TO ASTM B308 Fy=35 KSI MIN. FDN. FOUNDATION VIP VERIFY IN FIELD 6 o
<br /> SHEET 4 PLATE 6061-TO ASTM 8209 Fy=35 K I MIN. FRM'G. FRAMING w/ WITH BYDavid Goretoy DATE 10/2/2023 -
<br /> STAPLE TUBE 6063-T5 ASTM B221 Fy=I6 K51 MIN. FTG. FOOTING w/o WITHOUT S. I B O t
<br /> 3 A-L SHOP AND FIELD WELDS SHALL BE PERFORMED BY AN AISC GC. GENERAL CONTRACTOR ZP. ZINC(MECHANICAL)PLATED N"
<br /> y
<br /> £.6
<br /> � O
<br /> Th.designs,details and specifications contained m this drawm9 are confidential.The recipients of this drawing hereby acknowledge and agree that It Is the sole property of Reverence Engineering and that they shall neither use nor reveal any of the designs,details and specMcatlons contained m this drawing,outside of the contractual agreement expressed written permission from
<br /> Reverence Engineering.Deviations from this drawing shall not be made without consulting Reverence Engineering. In case of incongruities between drawings,specifications,and details included m contract documents,Reverence Engineering shall decide which Indication must be followed and their decision shall be final.Copyright Reverence Engmeenng.All rights reserved. \
<br /> I rl
<br />
|