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<br />THRESHOLD INSPECTION PLAN
<br />CJAE GROUP
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<br />PART I GENERAL
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<br />PART III REINFORCED CONCRETE
<br />_
<br />PART V MISCELLANEOUS
<br />ARCHITECTURE + C
<br />A. FORMWORK
<br />A. PURPOSE
<br />A. POST -INSTALLED ANCHORS AND DOWELS
<br />106 WEST NORTH SAY STREET 1 TAMPA,FL33603
<br />1. VERIFY THAT FORMS ARE PLUMB AND STRAIGHT, BRACED AGAINST MOVEMENT, AND
<br />http:ilcjaegroup.com
<br />1. THE PURPOSE OF THIS THRESHOLD INSPECTION PLAN, AS REQUIRED BY FLORIDA
<br />LUBRICATED FOR REMOVAL.
<br />1. INSPECT POST -INSTALLED ANCHOR INSTALLATION AT THE FREQUENCY NOTED IN
<br />STATUTE CHAPTER 553 AND THE FLORIDA BUILDING CODE, IS TO PROVIDE SPECIFIC
<br />THE CONTRACT DOCUMENTS AND IN ACCORDANCE WITH THE PUBLISHED, CURRENTLY
<br />INSPECTION PROCEDURES AND SCHEDULES SO THAT THE BUILDING CAN BE ADEQUATELY
<br />B. REINFORCING STEEL
<br />VALID, EVALUATION SERVICE REPORT (ESR) FOR EACH ANCHOR PRODUCT. FREQUENCIES
<br />INSPECTED FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS.
<br />ARE DEFINED AS FOLLOWS:
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<br />1. VERIFY THAT REINFORCEMENT SURFACES ARE FREE OF EXCESS RUST OR OTHER
<br />a. PERIODIC INSPECTION: VERIFY INITIAL INSTALLATION OF
<br />B. B. QUALIFICATIONS
<br />COATINGS THAT MAY ADVERSELY AFFECT BONDING CAPACITY. IF OILING OF FORMS IS
<br />REQUIRED, VERIFY THAT IT IS APPLIED BEFORE REINFORCING IS PLACED.
<br />POST -INSTALLED ANCHORS IN CONCRETE FOR EACH INDIVIDUAL INSTALLER WITH
<br />EACH INDIVIDUAL ANCHOR PRODUCT IN ACCORDANCE WITH THE REQUIREMENTS
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<br />1. ONLY ENGINEERS CERTIFIED BY THE STATE OF FLORIDA AS SPECIAL
<br />STATED BELOW FOR EACH TYPE OF ANCHOR. PERIODICALLY INSPECT ANCHOR
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<br />INSPECTORS OF THRESHOLD BUILDINGS, IN ACCORDANCE WITH FLORIDA STATUTE
<br />2. VERIFY ALL REINFORCING BARS FOR COMPLIANCE WITH CONTRACT DOCUMENTS AND
<br />INSTALLATION AFTER THE INITIAL VERIFICATION.
<br />CHAPTER 471, CAN ASSUME THE RESPONSIBILITIES OF A SPECIAL INSPECTOR.
<br />APPROVED SHOP DRAWINGS AS FOLLOWS:
<br />b. CONTINUOUS INSPECTION: VERIFY EACH INSTALLATION OF
<br />a. MATERIAL GRADE,
<br />POST -INSTALLED ANCHORS IN CONCRETE IN ACCORDANCE WITH THE REQUIREMENTS
<br />Walter P MaoreandAssociates, Inc.
<br />2. IN ACCORDANCE WITH FLORIDA STATUTE CHAPTER 553, THE ARCHITECT OR
<br />b. REINFORCEMENT SIZE,
<br />STATED BELOW FOR EACH TYPE OF ANCHOR.
<br />201 East Kennedy Blvd, Suite 300
<br />ENGINEER OF RECORD MAY ACT AS THE SPECIAL INSPECTOR PROVIDED SHE OR HE IS
<br />C. QUANTITY, SPACING, AND LAYERING,
<br />Tampa, Florida 33602
<br />ON THE BOARD OF PROFESSIONAL ENGINEERS' OR THE BOARD OF ARCHITECTURE AND
<br />d. PROPER HOOK TYPE AND LOCATION.
<br />2. VERIFY THAT THE ANCHOR IS INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
<br />INTERIOR DESIGN'S LIST OF PERSONS QUALIFIED TO BE SPECIAL INSPECTORS.
<br />e. SPLICE LOCATIONS AND REQUIRED LENGTH OF LAP.
<br />PRINTED INSTALLATION INSTRUCTIONS AS WELL AS THE FOLLOWING DESIGN
<br />f. VERIFY MINIMUM CLEARANCE AND COVER REQUIREMENTS FROM CONCRETE SURFACES.
<br />REQUIREMENTS
<br />3. THE SPECIAL INSPECTOR SHALL BE PERMITTED TO SEND AN AUTHORIZED
<br />g. SUFFICIENT SPACING BETWEEN REINFORCEMENT FOR CONCRETE PLACEMENT.
<br />a. VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH THE CONTRACT
<br />813.221.2424
<br />REPRESENTATIVE TO THE JOB SITE TO PERFORM THE NECESSARY INSPECTIONS
<br />DOCUMENTS AND APPROVED SUBMITTALS:
<br />Certificate of Authorization No. 3818
<br />C
<br />PROVIDED ALL REQUIRED WRITTEN REPORTS ARE PREPARED BY AND BEAR THE SEAL OF
<br />3. VERIFY THAT UNSCHEDULED REINFORCING BARS SHOWN ON PLAN, IN DETAILS, OR
<br />1.) ANCHOR/PRODUCT TYPE
<br />WPM Project No.S05-21032-00
<br />THE SPECIAL INSPECTOR.
<br />SPECIFIED IN NOTES ARE PROVIDED AND ARE IN COMPLIANCE WITH CONTRACT
<br />2.) MANUFACTURER
<br />DOCUMENTS AND APPROVED SHOP DRAWINGS.
<br />3.) MATERIAL GRADE
<br />4. THE SPECIAL INSPECTOR'S AUTHORIZED REPRESENTATIVE SHALL BE QUALIFIED
<br />4.) ANCHOR DIAMETER
<br />BY EDUCATION OR LICENSURE TO PERFORM THE DUTIES ASSIGNED BY THE SPECIAL
<br />4. VERIFY THAT WELDED WIRE REINFORCEMENT IS COMPOSED OF FLAT SHEETS, HAS
<br />5.) ANCHOR LENGTH AND INSTALLED EMBEDMENT DEPTH
<br />INSPECTOR. THE QUALIFICATIONS SHALL INCLUDE ONE OF THE FOLLOWING: LICENSURE
<br />PROPER WIRE GAGE AND SPACING, IS PROPERLY SUPPORTED, AND IS PROPERLY LAPPED.
<br />6.) HOLE DIAMETER AND DEPTH
<br />AS A PROFESSIONAL ENGINEER OR ARCHITECT; GRADUATION FROM AN ENGINEERING
<br />7.) HOLE PREPARATION (CLEANING PROCEDURE AND CLEANLINESS)
<br />EDUCATION PROGRAM IN CIVIL OR STRUCTURAL ENGINEERING; GRADUATION FROM AN
<br />5. SUPPORT OF REINFORCEMENT:
<br />B.) EDGE DISTANCES AND SPACING
<br />ARCHITECTURAL EDUCATION PROGRAM; SUCCESSFUL COMPLETION OF THE NCEES
<br />a. REVIEW TYPE AND SPACING OF SUPPORT FOR COMPLIANCE WITH THE CONTRACT
<br />FUNDAMENTALS EXAMINATION; LICENSURE AS A BUILDING INSPECTOR PER CHAPTER
<br />DOCUMENTS.
<br />3. FOR EXPANSION BOLTS, VERIFY THAT THE TESTING LABORATORY HAS INSPECTED
<br />468, F.S.; OR LICENSURE AS A GENERAL CONTRACTOR PER CHAPTER 489, F.S.
<br />b. VERIFY THAT REINFORCING IS ADEQUATELY SUPPORTED TO RESIST DISPLACEMENT
<br />EXPANSION BOLTS FOR PROPER TORQUE.
<br />OR SHIFTING DURING CONCRETE PLACEMENT.
<br />5. THE TERM "SPECIAL INSPECTOR" IN THE BALANCE OF THIS INSPECTION PLAN
<br />4. THE FOLLOWING ADDITIONAL REQUIREMENTS APPLY TO ADHESIVE ANCHORS OR
<br />REFERS TO THE SPECIAL INSPECTOR AND/OR THE SPECIAL INSPECTOR'S AUTHORIZED
<br />6. OBSERVE WELDING OF REINFORCEMENT HAS BEEN DONE ACCORDING TO AWS
<br />EPDXIED REINFORCING DOWELS:
<br />REPRESENTATIVE.
<br />REQUIREMENTS AND THAT IT IS INSPECTED BY THE TESTING LABORATORY.
<br />a. VERIFY THE PROPER PRODUCT IS USED FOR EACH APPLICATION.
<br />b. VERIFY THE PRODUCT BEING INSTALLED HAS NOT EXCEEDED ITS
<br />C. SPECIAL INSPECTOR'S RESPONSIBILITIES
<br />7. REPORT ANY NOTED CONFLICTS OR DEVIATIONS FROM THE CONTRACT DOCUMENTS
<br />EXPIRATION DATE.
<br />BEFORE CONCRETE IS POURED SO THAT CORRECTIONS MAY BE MADE.
<br />c. VERIFY PROPER MIXING AND INSTALLATION OF THE ADHESIVE OR EPDXY.
<br />1. THE SPECIAL INSPECTOR MUST DEDICATE THEIR TIME ON -SITE TO THE
<br />d. THE INSTALLATION OF ALL ADHESIVE ANCHORS OR EPDXIED DOWELS
<br />INSPECTION REQUIREMENTS OF THIS INSPECTION PLAN. THEY SHALL COORDINATE WITH
<br />C. CONCRETE PLACEMENT
<br />SUBJECT TO SUSTAINED TENSION LOADS, AS NOTED ON THE CONTRACT DOCUMENTS,
<br />THE CONTRACTOR TO ALLOW ENOUGH TIME TO PERFORM THE INSPECTIONS AS OUTLINED
<br />OR INSTALLED IN A HORIZONTAL OR UPWARDLY INCLINED CONDITION SHALL BE
<br />IN THIS PLAN.
<br />1. THE SPECIAL INSPECTOR SHALL BE PRESENT DURING THE PLACEMENT OF CONCRETE
<br />CONTINUOUSLY OBSERVED.
<br />AT A FREQUENCY AS INDICATED IN OTHER SECTIONS OF THIS INPSECTION PLAN.
<br />2. THE SPECIAL INSPECTOR SHALL CONTACT THE ENGINEER AT LEAST ONCE A WEEK
<br />B. EXISTING STRUCTURES
<br />TO DISCUSS DETAILS ON THE PROJECT AND TO CONFIRM THEY HAVE REVIEWED ALL
<br />2. VERIFY THE FOLLOWING WITH REGARD TO THE TESTING LABORATORY:
<br />APPROVED RFIS, SUPPLEMENTAL SKETCHES, ETC.
<br />a. THE TESTING LABORATORY SUPPORT STAFF HAS BEEN INFORMED AND WILL BE
<br />1. VERIFY THAT THE DEMOLITION AND INSTALLATION LIMITATIONS DEFINED ON
<br />AVAILABLE TO MAKE TESTS AS REQUIRED.
<br />THE CONTRACT DOCUMENTS ARE NOT EXCEEDED.
<br />STAMPS AND APPROVALS
<br />3. THE SPECIAL INSPECTOR SHALL COOPERATE WITH THE CONTRACTOR AND SHALL
<br />b. SLUMP IS MEASURED AT THE POINT OF DISCHARGE FOR EACH DAY AND CLASS OF
<br />REFRAIN FROM DIRECTING WORK, AS THIS IS EXPRESSLY NOT PART OF THE THRESHOLD
<br />CONCRETE.
<br />2. VERIFY THAT ALL DEMOLITION AND INSTALLATION PROCEDURES ARE IN
<br />INSPECTION FUNCTION.
<br />c. CONCRETE TEST CYLINDERS HAVE BEEN TAKEN IN ACCORDANCE WITH THE CONTRACT
<br />CONFORMANCE WITH THE CONTRACT DOCUMENTS.
<br />DOCUMENTS.
<br />4. THE SPECIAL INSPECTOR MAY NOT SERVE AS A SURROGATE IN CARRYING OUT
<br />THE RESPONSIBILITIES OF THE BUILDING OFFICIAL, ARCHITECT, OR ENGINEER OF
<br />3. VERIFY THAT DEBRIS AND FOREIGN MATERIALS HAVE BEEN REMOVED BEFORE
<br />RECORD.
<br />CONCRETE IS PLACED.
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<br />5. THE SPECIAL INSPECTOR SHALL NOT PERFORM OTHER CONSTRUCTION RELATED
<br />4. PERIODICALLY INSPECT CONCRETE UPON ARRIVAL TO VERIFY THE FOLLOWING:
<br />WORK ON THE PROJECT, INCLUDING MATERIALS TESTING SERVICES.
<br />a. PROPER CONCRETE MIX NUMBER, TYPE OF CONCRETE, AND CONCRETE STRENGTH
<br />FOR THE PLACEMENT LOCATION.
<br />D. CONTRACTOR'S RESPONSIBILITIES
<br />b. REPORT CONCRETE NOT MEETING THE SPECIFIED REQUIREMENTS AND IMMEDIATELY
<br />NOTIFY THE CONTRACTOR, BATCH PLANT INSPECTOR, ARCHITECT, ENGINEER OF
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<br />1 . THE CONTRACTOR SHALL BE FAMILIAR WITH THE SCOPE OF THE INSPECTIONS
<br />RECORD, AND OWNER.
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<br />THAT WILL BE PERFORMED AND ALSO THE REQUIREMENTS OF THE CONTRACTOR AS
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<br />DESCRIBED HEREIN, PARTICULARLY REGARDING FORMWORK DESIGN AND INSPECTIONS.
<br />5. VERIFY THAT THE CONTRACTOR IS FOLLOWING APPROPRIATE CONCRETING PRACTICES
<br />• *• No.62851 d
<br />AT THE POINT OF PLACEMENT AS DEFINED BELOW:
<br />2. THE CONTRACTOR SHALL COOPERATE WITH AND ASSIST THE SPECIAL INSPECTOR
<br />a. VERIFY THAT THE CONCRETE IS NOT OVER 90 MINUTES OLD AT THE TIME OF
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<br />IN PERFORMING THEIR INSPECTION DUTIES AND SHALL PROVIDE FREE ACCESS TO THE
<br />PLACEMENT.
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<br />PROJECT AT ALL TIMES.
<br />b. VERIFY THAT HOT -WEATHER OR COLD -WEATHER TECHNIQUES ARE BEING APPLIED AS
<br />STATE OF
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<br />REQUIRED.
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<br />3. THE CONTRACTOR SHALL COORDINATE THE SCHEDULE OF WORK TO ACCOMMODATE
<br />c. VERIFY THAT CONCRETE BEING DEPOSITED IS UNIFORM, THAT THE VERTICAL DROP
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<br />THE REQUIRED INSPECTIONS. THEY SHALL ADVISE THE SPECIAL INSPECTOR IN
<br />DOES NOT EXCEED SIX FEET, AND THAT IT IS NOT PERMITTED TO DROP FREELY
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<br />ADVANCE OF CONSTRUCTION SCHEDULES AND PLANNED OPERATIONS IN ORDER TO ASSURE
<br />TIMELY AND APPROPRIATE INSPECTION. A MINIMUM OF TWENTY-FOUR (24) HOURS
<br />OVER REINFORCEMENT CAUSING SEGREGATION.
<br />d. VERIFY THAT THE CONCRETE IS PROPERLY VIBRATED.
<br />NOTICE IS REQUIRED.
<br />e. VERIFY THAT EMBEDDED ITEMS AND REINFORCING STEEL ARE NOT ADVERSELY
<br />ALTERED DURING PLACEMENT. NOTE IF ANYTHING WAS DISPLACED OR OTHERWISE
<br />4. THESE INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR OF THEIR
<br />ALTERED DURING PLACEMENT.
<br />RESPONSIBILITIES TO CARRY OUT THEIR OWN QUALITY CONTROL INSPECTIONS AND
<br />f. VERIFY THAT THERE ARE NO COLD JOINTS WITHIN THE AREA OF THE POUR.
<br />TESTING. THE CONTRACTOR'S CONTRACTUAL OR STATUTORY OBLIGATIONS ARE NOT
<br />RELIEVED BY ANY ACTION OF THE SPECIAL INSPECTOR.
<br />6. VERIFY THAT THE CURING PROCESS IS AS SPECIFIED IN THE CONTRACT DOCUMENTS
<br />AND THAT ANY CURING COMPOUND USED IS APPLIED IN ACCORDANCE WITH
<br />E. OWNER'S RESPONSIBILITIES
<br />MANUFACTURER'S PRINTED APPLICATION INSTRUCTIONS.
<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND
<br />1. THE OWNER SHALL RETAIN A SPECIAL INSPECTOR TO PERFORM THE INSPECTION
<br />D. EMBEDDED ITEMS
<br />SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING
<br />SERVICES AS DESCRIBED HEREIN.
<br />CODES.
<br />1. VERIFY THAT CONDUITS PLACED IN THE CONCRETE ARE REASONABLY SPACED TO
<br />2. THE OWNER SHALL PAY ALL COSTS OF EMPLOYING A SPECIAL INSPECTOR, BUT
<br />ENSURE STRUCTURAL INTEGRITY AND COMPLY WITH THE REQUIREMENTS OF THE CONTRACT
<br />ROBERT S. MOHRLAND P.E. NO 62851
<br />THE SPECIAL INSPECTOR SHALL BE RESPONSIBLE TO THE ENFORCEMENT AGENCY.
<br />DOCUMENTS. VERIFY CONDUIT PLACEMENT ALLOWS FOR PROPER CONCRETE COVER OF THE
<br />REINFORCEMENT.
<br />F. FREQUENCY OF INSPECTION
<br />2. REVIEW LOAD CARRYING EMBEDDED ITEMS AS PLACED FOR COMPLIANCE WITH THE
<br />1. THE SPECIAL INSPECTOR SHALL PERFORM SITE VISITS AT A FREQUENCY
<br />CONTRACT DOCUMENTS. RELOCATION OF EMBEDDED ITEMS IN CONFLICT WITH
<br />DETERMINED BY HIM TO SATISFY HIMSELF THAT THE INSPECTIONS ARE BEING
<br />REINFORCING SHALL NOT BE PERMITTED WITHOUT THE PRIOR APPROVAL OF THE
<br />PERFORMED IN ACCORDANCE WITH THIS PLAN.
<br />ENGINEER OF RECORD.
<br />G. DISCREPANCIES AND DEVIATIONS
<br />1. THE SPECIAL INSPECTOR SHALL IMMEDIATELY ALERT THE CONTRACTOR OF ALL
<br />DISCREPANCIES AND DEVIATIONS FROM THE CONTRACT DOCUMENTS.
<br />PART IV - STRUCTURAL STEEL
<br />B
<br />2. THE CONTRACTOR SHALL, UPON BEING INFORMED BY THE SPECIAL INSPECTOR,
<br />IMMEDIATELY CAUSE TO ELIMINATE SUCH DISCREPANCIES AND DEVIATIONS.
<br />A. FRAMING
<br />1. VISUALLY INSPECT STEEL AS IT IS RECEIVED FOR POSSIBLE DAMAGE IN
<br />SHIPPING, WORKMANSHIP, AND PIECE MARKING.
<br />PART II - REPORTING
<br />2. VERIFY THAT STEEL MEMBER SIZES AND STEEL GRADE CONFORM TO THE
<br />AcIvig..antmi mlealth
<br />CONTRACT DOCUMENTS AND APPROVED SHOP DRAWINGS.
<br />3. CHECK THE INSTALLATION OF ANCHOR RODS FOR CONFORMANCE WITH THE
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<br />A. WRITTEN REPORTS
<br />CONTRACT DOCUMENTS AND APPROVED SHOP DRAWINGS FOR THE FOLLOWING:
<br />a. LOCATION.
<br />PROJECT NAME
<br />1. THE SPECIAL INSPECTOR SHALL SUBMIT WRITTEN REPORTS TO THE ENFORCING
<br />b. SIZE, QUANTITY, AND MATERIAL GRADE.
<br />OR SUPPORTING MEMBER.
<br />ADVE NTH EALTH ZEPHYRHILLS
<br />AGENCY HAVING JURISDICTION FOR THE PROJECT EACH WEEK DURING CONSTRUCTION.
<br />C. EMBEDMENT LENGTH INTO THE FOUNDATION
<br />COPIES OF THE REPORT SHALL BE SUBMITTED TO THE OWNER, ARCHITECT, ENGINEER
<br />ROOM 6 X-RAY REPLACEMENT
<br />OFRECORD AND CONTRACTOR
<br />B. CONNECTIONS
<br />2. THE REPORT SHALL BEAR THE SIGNATURE AND SEAL OF THE SPECIAL
<br />1. VISUALLY CHECK THAT ALL CONNECTIONS ARE COMPLETED IN ACCORDANCE WITH
<br />PROJECT LOCATION
<br />INSPECTOR.
<br />THE CONTRACT DOCUMENTS AND THE APPROVED SHOP DRAWINGS.
<br />7050 GALL BOULEVARD
<br />ZEPHYRHILLS, FL 33541
<br />3. THE REPORT SHALL INCLUDE:
<br />2. WELDED CONNECTIONS
<br />a. A DESCRIPTION OF CONSTRUCTION PROGRESS FOR THE WEEK.
<br />a. OBSERVE THAT PROPER WELDING PROCEDURES ARE BEING IMPLEMENTED.
<br />PROJECT NUMBER
<br />b. WORKING CONDITIONS INCLUDING WEATHER, TEMPERATURE, TIME OF DAY,
<br />2021-009
<br />TYPE AND LOCATION OF WORK BEING PERFORMED.
<br />c. CHANGES IN WORKING SEQUENCE OR MATERIALS AND ANY UNUSUAL
<br />CIRCUMSTANCES AFFECTING THE PERFORMANCE OF WORK.
<br />PROJECT PHASE
<br />d. ANY DISCREPANCIES OR DEVIATIONS FROM THE CONTRACT DOCUMENTS AND
<br />100% CONSTRUCTION DOCUMENTS
<br />WHETHER ANY MEASURES WERE TAKEN BY THE CONTRACTOR TO CORRECT THESE
<br />CONDITIONS.
<br />ISSUE DATE
<br />e. THE NON-CONFORMANCE AND CORRECTIONS LOG AS INDICATED BELOW.
<br />AUGUST 18, 2021
<br />B. NON-CONFORMANCE AND CORRECTIONS LOG
<br />REVISIONS LIST
<br />1. THE SPECIAL INSPECTOR SHALL KEEP AN EXCEPTIONS AND CORRECTIONS LOG
<br />FOR FOLLOW-UP.
<br />N0.
<br />DATE
<br />DESCRIPTION
<br />2. THE LOG SHALL INCLUDE, FOR EACH NON-CONFORMANCE ITEM, THE DATE IT WAS
<br />NOTED, THE CORRECTIVE ACTION TAKEN, AND THE DATE IT WAS RECTIFIED.
<br />3. THIS LOG SHALL BE REVIEWED ON A DAILY BASIS AND UPDATED AS EXCEPTIONS
<br />ARE RECTIFIED.
<br />A
<br />C. LETTER OF COMPLETION
<br />1. IN ACCORDANCE WITH SECTION 553.79 (7)A OF THE FLORIDA STATUTES, THE
<br />SPECIAL INSPECTOR SHALL, UPON COMPLETION OF THE BUILDING AND PRIOR TO THE
<br />ISSUANCE OF A CERTIFICATE OF OCCUPANCY, FILE A SIGNED AND SEALED STATEMENT
<br />WITH THE ENFORCEMENT AGENCY IN SUBSTANTIALLY THE FOLLOWING FORM: TO THE
<br />SHEET TITLE
<br />BEST OF MY KNOWLEDGE AND BELIEF, THE CONSTRUCTION OF ALL STRUCTURAL
<br />LOAD -BEARING COMPONENTS DESCRIBED IN THE THRESHOLD INSPECTION PLAN COMPLIES
<br />WITH THE CONTRACT DOCUMENTS.
<br />THRESHOLD
<br />INSPECTION PLAN
<br />SHEET NO.
<br />S1,2
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