_4-Lab-Structural.pdf

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STRUCTURAL NOTES

S001

INSPECTION ITEM REQUIRED

GENERAL

CONDUCT WEEKLY VISUAL

OBSERVATIONS OF THE STRUCTURAL

SYSTEMS FOR GENERAL

CONFORMANCE TO THE CONSTRUCTION

DOCUMENTS AND PREPARE WEEKLY

REPORTS OF OBSERVATIONS

DESCRIBING WORK PROGRESS AND

NON-CONFORMING ITEMS

EARTHWORK

VERIFY EXCAVATIONS ARE

EXTENDED TO PROPER DEPTH AND

HAVE REACHED PROPER MATERIAL

OBSERVE PROOF ROLLING OF

SUBGRADE PRIOR TO FILL

PLACEMENT

PERFORM CLASSIFICATION AND

TESTING OF CONTROLLED FILL

MATERIAL

TESTING AND EVALUATION OF IN-

PLACE DENSITY OF COMPACTED

FILL AS WORK PROGRESSES

INSPECT VAPOR RETARDER FOR

CONFORMANCE WITH MANUFACTURER'S

WRITTEN INSTALLATION INSTRUCTIONS

PERFORM CONCRETE STRENGTH

TESTING

INSPECTION ITEM REQUIRED

SCHEDULE OF SPECIAL INSPECTION SERVICES

FREQUENCY

SPECIFICATION

SECTION

CONTINUOUS PERIODIC

STRUCTURAL STEEL AND METAL DECK

VERIFY FABRICATOR CERTIFICATION

VISIT FABRICATION SHOP TO OBSERVE

FABRICATION PROCEDURES

VERIFY CORRECT STRUCTURAL STEEL

MATERIAL DELIVERED TO JOB SITE

INSPECT STEEL FRAME JOINT DETAILS

FOR COMPLIANCE WITH APPROVED

CONTRACT DOCUMENTS

VERIFY JOINT WELD PROCEDURES ARE

BEING USED IN ACCORDANCE WITH AWS

VERIFY CONTRACTOR'S RECEIPT OF

WELDERS CERTIFICATE

VERIFY CORRECT FILLER MATERIAL

USED IN WELDS

VISUALLY INSPECT ALL WELDS, PROVIDE

CONTINUOUS INSPECTION ON ALL

FULL OR PARTIAL PENETRATION WELDS

AND FILLET WELDS GREATER THAN 5/16"

PERFORM ULTRASONIC TESTING OR

RADIOGRAPHIC TESTING ON ALL

FULL PENETRATION WELDS

PERFORM MAGNETIC PARTICLE TESTING

ON 20% OF ALL PARTIAL PENETRATION

AND FILLET WELDS GREATER THAN 5/16"

THERMALLY CUT ACCESS HOLES SHALL

BE TESTED BY MAGNETIC PARTICLE

TESTING OR PENETRANT TESTING

WHEN THE FLANGE OR WEB THICKNESS

EXCEEDS 2 IN. ANY CRACK SHALL BE

DEEMED UNACCEPTABLE REGARDLESS

OF SIZE OR LOCATION

OBSERVE INSTALLATION OF FASTENERS

FOR SNUG-TIGHT JOINTS

OBSERVE INSTALLATION OF FASTENERS

FOR PRE-TENSIONED JOINTS AND

SLIP-CRITICAL JOINTS WHEN THE

INSTALLER IS USING TURN OF THE

NUT METHOD WITH MATCHMARKING

TECHNIQUES, THE DIRECT-TENSION

INDICATOR METHOD, OR THE

TWIST-OFF TYPE TENSION

CONTROL BOLT METHOD

OBSERVE INSTALLATION OF BOLTS FOR

PRE-TENSIONED AND SLIP CRITICAL

JOINTS WHEN THE INSTALLER IS USING

CALIBRATED WRENCH METHOD OR THE

TURN OF THE NUT METHOD WITHOUT

MATCHMARKING TECHNIQUES

OBSERVE AND TEST ALL FIELD

APPLIED HEADED STUDS

VISUALLY INSPECT ALL FLOOR AND

ROOF DECK WELDS, SCREWS,

OR OTHER APPROVED FASTENERS

FOR COMPLIANCE WITH CONTRACT

DOCUMENTS

AISC 360 N5.5c

AISC 360 N5

AWS D1.1

AWS D1.1

AISC 360 N5

AWS D1.1

AISC 360 N5

TABLE N5.4-1

TABLE N5.4-2

TABLE N5.4-3

AWS D1.1/D1.1M

AISC 360 N5.5b

AWS D1.1/D1.1M

PER ASIC 360 N5.2: QA

DESIGNATED INSPECTION TASKS

TO BE COMPLETED BY

INSPECTION AND TESTING

AGENCY FOR WELDING

OBSERVATION

APPLIES TO STRUCTURES IN

RISK CATEGORY III AND IV.

FOR RISK CATEGORY II, 10%

OF WELDS SHALL BE TESTED

CBC CHAPTER 17

ONLY ONE INSPECTION IS

REQUIRED UNLESS ON-SITE

EVENTS INDICATE FURTHER

INSPECTIONS ARE NECESSARY

OBSERVE FOR PROPER CURING

TEMPERATURE AND TECHNIQUES

PRECAST, PRESTRESSED, OR

POST-TENSIONED CONCRETE

VERIFY THAT THE NECESSARY DESIGN

STRENGTH HAS BEEN REACHED PRIOR

TO THE APPLICATION OF POST-

TENSIONING OR PRESTRESSED

FORCES AND THE REMOVAL OF FORMS

OBSERVATION DURING APPLICATIONS

OF PRESTRESSED AND

POST-TENSIONING FORCES

OBSERVATION DURING PLACEMENT OF

GROUT IN BONDED POST-TENSIONING

TENDONS

VERIFY FABRICATION/ QUALITY

CONTROL PROCEDURES FOR PRECAST

CONCRETE MANUFACTURER

ERECTION OF PRECAST MEMBERS AND

INSPECTION OF MEMBER CONNECTIONS

MEASURE FLOOR FLATNESS AND

LEVELNESS AS DIRECTED

INCLUDE UNIT PRICE IN BID

PROPOSAL FORM

COLD-FORMED STEEL FRAMING

OBSERVE AND VERIFY USE OF

CORRECT MEMBER SIZES,

MATERIAL THICKNESS,

FASTENERS, AND WELDING

REFERENCE

REFERENCE

CODE AND

STANDARDS

MAINTAIN A SPREADSHEET SHOWING

DATE, SEQUENTIAL ORDER OF

STRENGTH TEST RESULTS, AND

INDICATE RUNNING AVERAGE

REMARKS

OBSERVE CONCRETE PLACEMENT

DIVISION 31 CBC CHAPTER 17

ALL FOOTING AND PILE CAP

EXCAVATIONS SHALL BE

OBSERVED AND APPROVED PRIOR

TO CONCRETE PLACEMENT

WEEKLY REPORTS ARE TO BE

SUBMITTED TO THE

CONTRACTOR, ENGINEER OF

RECORD, BUILDING OFFICIAL

AND OWNER

SCHEDULE OF SPECIAL INSPECTION SERVICES

FREQUENCY

SPECIFICATION

SECTION

CONTINUOUS PERIODIC

REFERENCE

REFERENCE

CODE AND

STANDARDS

REMARKS

INSPECTION ITEM REQUIRED

SCHEDULE OF SPECIAL INSPECTION SERVICES

FREQUENCY

SPECIFICATION

SECTION

CONTINUOUS PERIODIC

CONCRETE AND REINFORCING STEEL

INSPECT CONCRETE FORMWORK FOR

SHAPE, LOCATION, AND DIMENSIONS OF

THE CONCRETE MEMBER BEING

FORMED

OBSERVE PLACEMENT OF REINFORCING

STEEL PRIOR TO CLOSING OF THE

FORMS AND ARRIVAL OF CONCRETE TO

THE JOBSITE

INSPECTION OF PRESTRESSED AND

POST- TENSIONED TENDON PLACEMENT

OBSERVE WELDING OF STEEL

REINFORCEMENT

TEST EACH SOURCE

ONE DENSITY TEST FOR EACH LIFT,

DAYS OPERATION, OR 5000 SQ. FT.

OF FILL AREA

VERIFY CORRECT MATERIAL USED,

INCLUDING THE USE OF A706 IN WELDED

SPLICES, IF ANY

OBSERVE AND VERIFY PLACEMENT OF

BOLTS AND RODS PRIOR TO CONCRETE

PLACEMENT

OBSERVE AND VERIFY CORRECT

PLACEMENT AND INSTALLATION

OF ANCHORS POST-INSTALLED

IN HARDENED CONCRETE

VERIFY USE OF CORRECT CONCRETE

MIX DESIGN AND REVIEW DELIVERY

TICKETS

SAMPLE FRESH CONCRETE AND

MEASURE SLUMP, AIR CONTENT, AND

TEMPERATURE DURING CONCRETE

DELIVERY

SAMPLE CONCRETE SPECIMENS FOR

STRENGTH TESTS TO BE PERFORMED

IN A LAB. A MINIMUM OF FOUR (4)

CYLINDERS SHALL BE MADE. TEST ONE

AT 7 DAYS, TWO AT 28 DAYS. THE 4TH

CYLINDER SHALL BE HELD IN RESERVE.

TEST FOR DENSITY, BONDING

STRENGTH, AND THICKNESS

ASTM E605

ASTM E736

DIVISION 03

AC1 318 6.1.1

CBC CHAPTER 19

ACI 318-14

ACI 318-14

ADDITIONAL CYLINDERS SHALL

BE MADE FOR EARLY FORM

REMOVAL. NOTE: TWO 6X12

OR THREE 4X8 CYLINDERS

ARE REQUIRED FOR AN

ACCEPTABLE TEST

VISUAL INSPECTION OF

ALL BOLTS

REFERENCE

REFERENCE

CODE AND

STANDARDS

REMARKS

INSPECTION ITEM REQUIRED

SPRAY FIRE PROTECTION MATERIAL

INSPECT SURFACE PREPARATION

OF MEMBERS, RECORD AMBIENT

TEMPERATURES, AND VENTILATION

MEASURES

MEASURE APPLIED THICKNESS

CBC CHAPTER 17

VERIFY CONDITIONS ARE

IN CONFORMANCE WITH

MANUFACTURERS WRITTEN

INSTRUCTIONS

ASTM E605

ONE SET FOR MEASUREMENT FOR

EVERY 10,000 SQ FT OF FLOOR AND

ROOF AREA AND 25 PERCENT THE

STEEL MEMBERS ON EACH LEVEL

ONE SAMPLE FOR EVERY 10,000 SQ

FT OF FLOOR AND ROOF AREA

SCHEDULE OF SPECIAL INSPECTION SERVICES

FREQUENCY

SPECIFICATION

SECTION

CONTINUOUS PERIODIC

REFERENCE

REFERENCE

CODE AND

STANDARDS

REMARKS

VERIFY PLANT IS PCI

CERTIFIED

AISC 360 N5.6

TABLE N5.6-1

TABLE N5.6-3

AISC 360 N5.6

TABLE N5.6-1

TABLE N5.6-2

TABLE N5.6-3

PER ASIC 360 N5.2: QA

DESIGNATED INSPECTION TASKS

TO BE COMPLETED BY

INSPECTION AND TESTING

AGENCY FOR BOLTING

OBSERVATION

AISC 360 N5.6

TABLE N5.6-1

TABLE N5.6-2

TABLE N5.6-3

AISC 360 N6

AWS D1.1

AISC 360 N5.6

VERIFY CORRECT NUMBER PER

BEAM, LOCATION, AND WELDING

CBC CHAPTER 17

CBC CHAPTER 17

CBC CHAPTER 17

DIVISION 31

ACI 318-14

CBC CHAPTER 19

ACI 318-14

CBC CHAPTER 19

ACI 318-14

CBC CHAPTER 19

ACI 318-14

CBC CHAPTER 19

ACI 318-14

CBC CHAPTER 19

ACI 318-14

DIVISION 03

DIVISION 03

ACI 318-14

CBC CHAPTER 19

CBC CHAPTER 19

ACI 318-14

ACI 318-14

ACI 318-14

ACI 318-14

ACI 318-14

DIVISION 05

DIVISION 05

CBC CHAPTER 17

CBC CHAPTER 17

DIVISION 05

DIVISION 05

DIVISION 05

CBC CHAPTER 17

CBC CHAPTER 17

CBC CHAPTER 17

CBC CHAPTER 17

CBC CHAPTER 17

CBC CHAPTER 17

CBC CHAPTER 17

CBC CHAPTER 17

CBC CHAPTER 17

DIVISION 05

CBC CHAPTER 17

ACI 318-14

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TEST AND INSPECTIONS

S002

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FOUNDATION AND FIRST

FLOOR PLAN

S101

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SECOND FLOOR FRAMING

PLAN

S102

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ROOF AND PENTHOUSE

FLOOR FRAMING PLAN

S103

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PENTHOUSE ROOF FRAMING

PLAN

S104

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FOUNDATION SCHEDULE,

SECTIONS AND DETAILS

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COLUMN SCHEDULE, KEY

PLAN, SECTIONS AND

DETAILS

S202

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BRACING ELEVATIONS,

S203

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MOMENT FRAME

ELEVATIONS

S204

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MOMENT FRAME

ELEVATIONS

S205

TEE INTERSECTION

CORNER INTERSECTION

OUTSIDE LOADED

CORNER INTERSECTION

INSIDE LOADED

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CONCRETE - TYPICAL

DETAILS

S301

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STEEL - TYPICAL DETAILS

S302

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S303

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S304

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S401