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SCHEdULE OF SPECIAL INSPECTION SERVICES SCHEDULE OF SPECIAL INSPECTION SERVICES (CONT.) SCHEDULE OF SPECIAL INSPECTION SERVICES(CONT.) � �
<br /> PROJECT ? .� � � �
<br /> PROJECT PROJECT U � � �
<br /> APPLICABLE TO THIS PROJECT � � p �
<br /> APPLICABLE TO THIS PROJECT APPLICABLE TO THIS PROJECT � •� `
<br /> MATERIAUACTIVITY SERVICE U � 'j � '
<br /> Y/N EXTENT AGENT MATERIAUACTIVITY SERVICE MATERIAUACTNITY SERVICE Q w w �
<br /> Y/N EXTENT AGENT Y/N EXTENT AGENT
<br /> 1704.2.5 INSPECTION OF FABRICATORS � �
<br /> 2. CONNECTION OF COLD-FORMED STEEL DECK TO SUPPORTING SHOP (3)AND FIELD N 2 (D) LEVELS B AND C QUALITY ASSURANCE: �
<br /> STRUCTURE INSPECTION
<br /> VERIFICATIONS FABRICATION/QUALITY CONTROL PROCEDURES IN PLANT REVIEW(3) N PERIODIC 1 Q
<br /> A. WELDING N PERIODIC 2 1.VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX(VSI)OF FIELD TESTING N PERIODIC 2
<br /> 1705.1.1 SPECIAL CASES (WORK UNUSUAL IN NATURE, INCLUDING BUT SUBMITTAL REVIEW, N N/A SELF CONSOLIDATING GROUT AS DELIVERED TO THE PROJECT . . 0
<br /> NOT LIMITED TO ALTERNATNE MATERIALS AND SYSTEMS, UNUSUAL SHOP (3)AND/OR FIELD U
<br /> DESIGN APPLICATIONS, MATERIALS AND SYSTEMS WITH SPECIAL INSPECTION B. OTHER FASTENERS(IN ACCORDANCE WITH AISC 360, SECTION N6) N 2 2.VERIFY COMPLIANCE WITH APPROVED SUBMITTALS FIELD INSPECTION N PERIODIC 2
<br /> MANUFACTUR�RS REQUIREMENTS)
<br /> 1.)VERIFY FASTENERS ARE IN CONFORMANCE WITH APPROVED N PERIODIC 2 3.VERIFY PROPORTIONS OF SITE-MIXED MORTAR, GROUT AND FIELD INSPECTION N PERIODIC 2
<br /> 1705.2 STEEL CONSTRUCTION SUBMITTAL PRESTRESSING GROUT FOR BONDED TENDONS y
<br /> 355 Research Parkwa
<br /> Meriden,CT 06450
<br /> 1. FABRICATOR AND ERECTOR DOCUMENTS (VERIFY REPORTS AND SUBMITTAL REVIEW Y EACH SUBMITTAL 1, 2 2.)VERIFY FASTENER INSTALLATION IS W CONFORMANCE WITH N PERIODIC 2 4.VERIFY GRADE, TYPE,AND SIZE OF REINFORCEMENT AND ANCHOR FIELD INSPECTION N PERIODIC 2 (203) 630-1406 '
<br /> CERTIFICATES AS LISTED IN AISC 360, CHAPTER N, PARAGRAPH 3.2 FOR . APPROVED SUBMITTAL AND MANUFACTURERS BOLTS,AND PRESTRESSING TENDONS AND ANCHORAGES �203j 630-2615 Fax
<br /> COMPLIANCE WITH CONSTRUCTION DOCUMENTS) RECOMMENDATIONS.
<br /> �
<br /> 2. MATERIAL VERIFICATION OF STRUCTURAL STEEL SHOP(3)AND FIELD Y PERIODIC 2 3. REWFORCING STEEL SHOP (3)AND FIELD N 2 5.VERIFY CONSTRUCTION OF MORTAR JOINTS FIELD INSPECTION N PERIODIC 2 �
<br /> INSPECTION INSPECTION � � �� � , � �`�,ll���
<br /> 6.VERIFY PIACEMENT OF REINFORCEMENT, CONNECTORS,AND FIELD WSPECTION N/A B-PERIODIC N/A �i � ���
<br /> 3. EMBEDMENTS (VERIFY DIAMETER, GRADE, TYPE, LENGTH, FIELD INSPECTION Y PERIODIC 2 A.VERIFICATION OF WELDABILITY OF STEEL OTHER THAN ASTM A706 N PERIODIC 2 PRESTRESSING TENDONS AND ANCHORAGES ��� ��� '��,/' '=�
<br /> EMBEDMENT. SEE 1705.3 FOR ANCHORS) N PERIODIC 2 ��,��U���� ��,r� ����
<br /> B. REINFORC � � � ` ��1� ��,
<br /> 4.VERIFY MEMBER LOCATIONS, BRACES, STIFFENERS,AND FIELD INSPECTION Y PERIODIC 2 ING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN N CONTINUOUS N/A 7,VERIFY GROUT SPACE PRIOR TO GROUTING FIELD INSPECTION N/A B-PERIODIC N/A �� �� �� �
<br /> APPLICATION OF JOINT DETAILS AT EACH CONNECTION COMPLY WITH INTERMEDIATE AND SPECIAL MOMENT FRAMES, BOUNDARY ELEMENTS � s� .
<br /> CONSTRUCTION DOCUMENTS. OF SPECIA�CONCRETE STRUCTURAL WALLS AND SHEAR : ,�.� ` ,��
<br /> ' REWFORCEMENT N PERIODIC 2 �� � ��� � sf
<br /> 5. STRUCTURAL STEEL WELDING: Y 2 �� �r'.��� _ ,�# ��
<br /> �,:
<br /> C. SHEAR REINFORCEMENT N CONTINUOUS N/A 8.VERIFY PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR FIELD INSPECTION N PERIODIC 2 � ����
<br /> A. INSPECTION TASKS PRIOR TO WELDING (OBSERVE, OR PERFORM SHOP (3)AND FIELD Y OBSERVE AND 2 BONDED TENDONS '� �`���'� ;°
<br /> FOR EACH WELDED JOINT OR MEMBER, THE QA TASKS LISTED IN AISC INSPECTION PERFORM AS D. OTHER REINFORCING STEEL N PERIODIC 2 �--•�-�- � ��-z .-'_;�;
<br /> 360, TABLE N5.4-1) NOTED (4) 9.VERIFY SIZE AND LOCATION OF STRUCTURAL MASONRY ELEMENTS FIELD WSPECTION N PERIODIC 2 '� ���-�'�• ���--�� :�
<br /> 4. COLD-FORMED STEEL TRUSSES SPANNWG 60 FEET OR GREATER N N/A '
<br /> B. INSPECTION TASKS DURING WELDING (OBSERVE, OR PERFORM FOR SHOP (3)AND FIELD Y OBSERVE (4) 2 10. VERIFY TYPE, SIZE,AND LOCATION OF ANCHORS, INCLUDING DETAILS FIELD INSPECTION N/A g_PERIODIC N/A
<br /> EACH WELDED JOINT OR MEMEBER, THE QA TASKS LISTED IN AISC INSPECTION A.VERIFY TEMPORARY AND PERMANENT RESTRAINT/BRACING ARE FIELD INSPECTION N PERIODIC N!A OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR '
<br /> 360, TABLE N5.4-2) INSTAL�ED IN ACCORDANCE WITH THE APPROVED TRUSS SUBMITTAL OTHER CONSTRUCTION. �
<br /> PACKAGE N PERIODIC 2
<br /> C. INSPECTION TASKS DURING WELDWG (OBSERVE, OR PERFORM SHOP(3)AND FIELD Y OBSERVE AND 2
<br /> FOR EACH WELDED JOINT OR MEMBER,THE QA TASKS LISTED IN AISC INSPECTION PERFORM AS 1702.3 CONCRETE CONSTRUCTION
<br /> 360, TABLE N5.4-3) NOTED (4) 11. VERIFY WELDING REINFORCEMENT(SEE 1705.2.2) FIELD INSPECTION N PERIODIC 2 �
<br /> 1. INSPECTION OF REINFORCING STEEL WSTALLATION (SEE 1705.2.2 FOR SHOP (3) AND FIELD Y PERIODIC 1
<br /> D. NONDESTRUCTIVE TESTING (NDT)OF WELDED JOINTS Y 2 WELDING) INSPECTION 12.VERIFY PREPARATION, CONSTRUCTION,AND PROTESTION OF FIELD INSPECTION N PERIODIC 2
<br /> MASONRY DURING COLD WEATHER(TEMPERATURES BELOW 40° F)OR '
<br /> 1. COMPLETE PENETRATION GROOVE WELDS 5/16" OR SHOP (3) OR FIELD N PERIODIC NIA 2. INSPECTION OF PRESTRESSING STEEL INSTALLATION SHOP (3)AND FIELD N PERIODIC N!A HOT WEATHER(TEMPERATURE ABOVE 90° F)
<br /> GREATER IN RISK CATEGORY III OR IV UL oRASONIC TESTING - INSPECTfON
<br /> 100/0 13. VERIFY APPLICATION AND MEASURMENT OF PRESTRESSING FORCE FIELD INSPECTION N PERIODIC 2 '
<br /> 2. COMPLETE PENETRATION GROOVE WELDS 5/16" OR SHOP (3)OR FIELD N PERIODIC N/A 3. INSPECTION OF ANCHORS CAST IN CONCRETE WHERE ALLOWABLE SHOP (3)AND FIELD N PERIODIC N!A '.
<br /> GREATER IN RISK CATEGORY II ULTRASONIC TESTING -10% LOADS HAVE BEEN INCREASED PER SECTION 1908.5 OR WHERE INSPECTION 14. VERIFY PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION OF FIELD INSPECTION N PERIODIC 2
<br /> OF WELDS MIN STRENGTH DESIGN IS USED THIN-BED MORTAR JOINTS(FIST 5000 SF OF AAC MASONRY) � '
<br /> �
<br /> 3. THERMALLY CUT SURFACES OF ACCESS HOLES WHEN SHOP(3)OR FIELD N PERIODIC N/A 4. INSPECTION OF ANCHORS AND REINFORCING STEEL POST-INSTALLED FIELD INSPECTION Y PERIODIC OR AS REQ'D 2 15. VERIFY PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION OF FIELD INSPECTION N/A B-PERIODIC N!A r--
<br /> MATERIAL T>2" MAGNETIC PARTICLE OR IN HARDENED CONCRETE: PER RESEARCH REPORTS INCLUDING BY THE RESEARCH THIN-BED MORTAR JOINTS(AFTER THE FIRST 500 SF OF AAC MASONRY) W �,
<br /> PENETRATION TESTWG VERIFICATION OF ANCHOR TYPE,ANCHOR DIMENSIONS, HOLE ISSUED BY AN APPROVED N PERIODIC 2 1- Q �
<br /> DIMENSIONS, HOLE CLEANING PROCEDURES,ANCHOR SPACING, EDGE SOURCE � N
<br /> 4. WELDED JOINTS SUBJECT TO FATIGUE WHEN SHOP (3)OF FIELD N PERIODIC N/A DISTANCES, CONCRETE MINIMUM THICKNESS,ANCHOR EMBEDMENT AND 16. VERIFY PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY FIRST FIELD INSPECTION N PERIODIC 2 � �
<br /> REQUIRED BY AISC 360,APPENDIX 3,TABI.E A-3.1 RADIOGRAPHIC OR TIGHTENING TORQUE � Q �
<br /> ULTRASONIC TESTWG 5000 SF OF AAC MASONRY) �
<br /> �
<br /> 5.VERIFY USE OF APPROVED DESIGN MIX SHOP (3)AND FIELD Y PERIODIC 2 17. VERIFY PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY FIELD INSPECTION N/A B-PERIODIC N/A � � �
<br /> 5. FABRICATORS NDT REPORTS WHEN FABRICATOR VERIFY REPORTS Y EACH SUBMITTAL 2 INSPECTION (AFTER FIRST 5000 SF OF AAC MASONRY) �)
<br /> PERFORMS NDT (5) N PERIODIC 2 � Q
<br /> 6. FRESH CONCRETE SAMPLWG, PERFORM SLUMP AND AIR CONTENT SHOP (3)AND FIELD Y CONTINUOUS 2 �'
<br /> 6. STRUCTURAL STEEL BOLTING SHOP(3)AND FIELD Y 2 TESTS AND DETERMINE TEMPERATURE OF CONCRETE INSPECTION (n � �j
<br /> INSPECTION 18. PREPARE GROUT AND MORTAR SPECIMENS FIELD TESTING N/A B-PERIODIC NlA � � .
<br /> 7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR SHOP (3)AND FIELD Y CONTINUOUS 2 W W
<br /> A. INSPECTION TASKS PRIOR TO BOLTING (OBSERVE, OR PERFORM Y OBSERVE AND 2 PROPER APPLICATION TECHNIQUES INSPECTION N PERIODIC 2 � >
<br /> TASK FOR EACH BOLTED CONNECTION, IN ACCORDANCE WITH QA PERFORM AS � W
<br /> TALKS LISTED IN AISC 360, TABLE N5.6-1) NOTED (4) 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURWG TEMPERATURE SHOP (3)AND FIELD Y PERIODIC 2 19. OBSERVE PREPARATION OF PRISMS FIELD TESTWG NIA B-PERIODIC N/A
<br /> AND TECHNIQUES INSPECTION �
<br /> B. INSPECTION TASKS DURING BOLTING (OBSERVE THE QA TALKS Y OBSERVE(4) 2 N PERIODIC 2 O
<br /> LISTED IN AISC 360 TABLE N5.6-2) �
<br /> 9. INSPECTION OF PRESTRESSED CONCRETE: SHOP (3)AND FIELD N N/A ;
<br /> 1. PRE-TENSIONED AND SLIP CRITICAL JOINTS N 2 INSPECTION 1705.5 WOOD CONSTRUCTION
<br /> a.)TURN-OF-NUT WITH MATCHING MARKINGS N PERIODIC N/A A:APPLICATION OF PRESTRESSING FORCE N CONTINUOUS N!A 1. INSPECTION OF THE FABRICATIONS PROCESS OF WOOD STRUCTURAL IN-PLANT REVIEW{3) Y PERIODIC 1, 2 .
<br /> ELEMENTS AND ASSEMBLIES IN ACCORDANCE WITH SECTION 1704.2.5
<br /> b.) DIRECT TENSION INDICATOR N PERIODIC N/A B: GROUTING OF BONDED PRESTRESSING TENDONS IN THE SEISMIC- N N/A 2, FOR ROOF DIAPHRAGMS,VERIFY GRADE AND THICKNESS OF FIELD INSPECTION Y PERIODIC 1
<br /> FORCE-RESISTING SYSTEM STRUCTURAL PANEL SHEATHING AGREE WITH APPROVED BUILDING `
<br /> c.)TWIST-OFF TYPE TENSION CONTROL BOLT N PERIODIC N/A PLANS �
<br /> 10. ERECTION OF PRECAST CONCRETE MEMBERS N NIA
<br /> d.)TURN-OF-NUT WITHOUT MATCHING MARKINGS N CONTINOUS N/A 3. FOR ROOF DIAPHRAGMS,VERIFY NOMINAL SIZE OF FRAMING MEMBERS FIELD INSPECTION Y PERIODIC 1,2
<br /> A: INSPECT IN ACCORDANCE WITH CONSTRUCTION DOCUMENTS FIELD INSPECTION N IN ACCORDANCE WITH N/A AT ADJOINING PANEL EDGES, NAIL OR STAPLE DIAMETER AND LENGTH,
<br /> e.)CALIBRATED WRENCH N CONTINOUS N/A CONSTRUCT DOCUMENTS NUMBER OF FASTENER LINES,AND THAT SPACING BETWEEN FASTENERS
<br /> IN EACH LINE AND AT EDGE MARGINS AGREE WITH APPROVED BUILDING
<br /> B: PERFORM INSPECTIONS OF WELDING AND BOLTING IN ACCORDANCE FIELD INSPECTION N IN ACCORDANCE WITH N/A PLANS
<br /> 2.) SNUG-TIGHT JOWTS Y PERIODIC 2 WITH SECTION 1705.2 SECTION 1705.2 `
<br /> 4. METAL-PLATE-CONNECTED WOOD TRUSSES SPANNING 60 FEET OR FIELD INSPECTION N PERIODIC N/A
<br /> a.) INSPECTION TASKS AFTER BOLTING (PERFORM TASKS FOR Y PERFORM (4) 2 11.VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO REVIEW FIELD TESTING N PERIODIC N/A GREATER:VERIFY TEMPORARY AND PERMANENT RESTRAINT/BRACING
<br /> EACH BOLTED CONNECTION IN ACCORDANCE WITH QA TASKS STRESSING OF TENDONS IN POST TENSIONED CONCRETE AND PRIOR TO AND LABORATORY ARE INSTALLED IN ACCORDANCE WITH THE APPROVED TRUSS SUBMITTAL �
<br /> LISTED IN AISC 360, TABLE N5.6-3 REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL REPORTS PACKAGE. � :
<br /> SLABS
<br /> 1705.6 SOILS Z
<br /> 7. INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION SHOP (3)AND FIELD N OBSERVE AND N/A O � :
<br /> PRIOR TO CONCRETE PLACEMENT IN ACCORDANCE WITH QA TASKS INSPECTION AND TESTING PERFORM AS 12. WSPECTION OF FORMWORK FOR SHAPE, LINES, LOCATION AND FIELD INSPECTION Y PERIODIC 2 � � .
<br /> L LISTED IN AISC 360, TABLE N6.1 NOTED (4) DIMENSIONS 1.VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE FIELQ INSPECTION N PERIODIC 2 U O
<br /> • TO ACHIEVE THE DESIGN BEARING CAPACITY. �„
<br /> '� 13. CONCRETE STRENGTH TESTWG AND VERIFICATION OF COMPLIANCE FIELD TESTING AND REV Y PERIODIC 2 � o w
<br /> � 1705.2.2 STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL WITH CONSTRUCTION DOCUMENTS OF LABORATORY 2.VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE FIELD INSPECTION N PERIODIC 2 p w �
<br /> '� REPORTS REACHED PROPER MATERIAL. �, �
<br /> O 1. MATERIAL VERIFICATION OF COLD-FORMED STEEL DECK: N 2 ,l �
<br /> } 3. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL FIELD WSPECTION Y PERIODIC 2 � o ;
<br /> � 1705.4 MASONRY CONSTRUCTION
<br /> � A. IDENTIFICATION MARKWGS FIELD WSPECTIONS N PERIODIC 2 MATERIAL ='
<br /> �
<br /> U (A) LEVEL A, B AND C QUALITY ASSURANCE: m
<br /> ~ B. MANUFACTURERS CERTIFIED TEST REPORTS SUBMITTAL REVIEW N EACH SUBMITTAL 2 4.VERIFY USE OF PROPER MATERIALS, DENSITIES,AND LIFT FIELD INSPECTION Y CONTINUOUS 2 �
<br /> U THICKNESSES DURING PLACEMENT AND COMPACTION OF CONTROLLED
<br /> � 1.VERIFY COMPLIANCE WITH APPROVED SUBMITTALS FIELD INSPECTION N PERIODIC 2 FILL Q N
<br /> � o �
<br /> � (B) LEVEL B QUALITY ASSURANCE: 5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND FIELD INSPECTION Y PERIODIC 2 0
<br /> o• VERIFY THAT SITE HAS BEEN PREPARED PROPERLY �
<br /> 0 1.VERIFICATION OF F'M AND F'AAC PRIOR TO CONSTRUCTION TESTING BY UNIT N PERIODIC 2 �
<br /> � STRENGTH METHOD OR 1705.7 DRIVEN DEEP FOUNDATIONS Z r
<br /> PRISM TEST METHOD
<br /> } 1.VERIFY ELEMENT MATERIALS, SIZES AND LENGTHS COMPLY WITH FIELD INSPECTION N CONTINUOUS N/A Designed WPM �
<br /> � (C) LEVEL C QUALITY ASSURANCE: REQUIREMENTS Drawn: ADL
<br /> �� Reviewed: JJ
<br /> 1.VERIFICATION OF F'M AND F'AAC PRIOR TO CONSTRUCTION AND FOR TESTING BY UNIT N PERIODIC 2 2. DETERMINE CAPACITIES OF TEST ELEMENTS AND CONDUCT FIELD INSPECTION N CONTINUOUS N/A Scale: 12"- 1'-0" �
<br /> U EVERY 5,000 S.F. DURING CONSTRUCTION STRENGTH METHOD OR ADDITIONAL LOAD TESTS,AS REQUIRED -
<br /> � PRISM TEST METHOD Project No. 190�494
<br /> � 3. OBSERVE DRIVING OPERATIONS AND MAINTAIN COMPLETE AND FIELD INSPECTION N CONTINUOUS N/A Date: 04/19/2019
<br /> /
<br /> �N 2.VERIFICATIONS OF PROPORTIONS OF MATERIALS IN PREMIXED OR FIELD INSPECTION N PERIODIC 2 ACCURATE RECORDS FOR EACH ELEMENT �
<br /> � PREBLENDED MORTAR, PRESTRESSING GROUT,AND GROUT OTHER THAN
<br /> � SELF-CONSOLIDATING GROUT,AS DELIVERED TO THE PROJECT SITE 4.VERIFY PLACEMENT�OCATIONS AND PLUMBNESS, CONFIRM TYPE AND FIELD INSPECTION N CONTINUOUS N/A
<br /> � SIZE OF HAMMER, RECORD NUMBER OF BLOWS PER FOOT OF
<br /> L 3.VERIFY PLACEMENT OF MASONRY UNITS FIELD INSPECTION N PERIODIC 2 PENETRATION, DETERMINE REQUIRED PENETRATIONS TO ACHEIVE �r���`#� � � ��I������ � Title:
<br /> � ANYIDAMAGE TO FOUNDAT ON ELEMEN�ELEVRTIONSAND DOCUMENT ��°�0������ ���� �`'��P1�i1/�I� SCHEDULE OF
<br /> � SPECIAL �
<br /> U 5. FOR STEEL ELEMENTS, PERFORM ADDITIONAL INSPECTIONS PER SEE SECTION 1705.2 N SEE SECTION 1705.2 N/A
<br /> SECTION 1705.2 INSPECTIONS
<br /> �
<br /> � 6. FOR CONCRETE ELEMENTS AND CONCRETE FILLED ELEMENTS, SEE SECTION 1705.3 N SEE SECTION 1705.3 N/A �
<br /> � PERFORM ADDITIONAL INSPECTIONS PER SECTION 1705.3
<br /> 0
<br /> 0
<br /> S ee No.
<br /> � 7. FOR SPECIALTY ELEMENTS, PERFORM ADDITIONAL INSPECTIONS AS FIELD INSPECTION N IN ACCORDANCE WITH NIA �
<br /> N DETERMINED BY THE REGISTERED DESIGN PROFESSIONAL IN CONSTR DOCUMENTS � �
<br /> o, RESPONSIBLE CHARGE
<br /> � S4 .01 �
<br /> � 8. PERFORM ADDITIONAL INSPECTIONS AND TESTS W ACCORDANCE WITH FIELD INSPECTION AND N IN ACCORDANCE WITH N/A
<br /> o, THE CONSTRUCTION DOCUMENTS TESTING CONSTR DOCUMENTS
<br /> �
<br /> �o
<br /> O 2017 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.
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