21-040-LAC_Replace-Roofs-Phase1_Final-Drawings_6.pdf

STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING

110SN001

1. SPECIAL INSPECTIONS AND TESTING SHALL BE PROVIDED BY A TESTING AND INSPECTION

AGENCY, EMPLOYED BY THE OWNER (OR OWNER'S AUTHORIZED AGENT), AND APPROVED BY

THE BUILDING OFFICIAL TO PROVIDE SPECIAL INSPECTIONS AND TESTINGFOR THE

PARTICULAR TYPE OF CONSTRUCTION.

2. TABLES OF SPECIAL INSPECTIONS AND TESTING ARE DERIVED FROM THE STRUCTURAL

PROVISIONS OF THE CBC AND REFERENCED STANDARDS AND ARE FOR REFERENCE ONLY.

THE INCLUDED TABLES ARE PROVIDED FOR THE CONVENIENCE OF THE OWNER, TESTING

AGENCY AND CONTRACTOR IN DEVELOPING THE SCOPE OF WORK FOR REQUIRED TESTING

AND INSPECTION OF STRUCTURAL MATERIALS AND COMPONENTS. FINAL DEFINITION OF THIS

SCOPE OF WORK IS TO BE DETERMINED BY THE TESTING AGENCY AND THE OWNER (OR

OWNER'S AUTHORIZED AGENT).

3. FREQUENCY OF SPECIAL INSPECTIONS AND TESTING SHALL BE, AT A MINIMUM, AS NOTED FOR

THE INDIVIDUAL ELEMENTS WITHIN THE TABLES BELOW. THE CONTRACTOR SHALL

COORDINATE TIMING OF SPECIAL INSPECTIONS AND TESTING WITH THE SPECIAL INSPECTION

AND TESTING AGENCY.

4. PRIOR TO THE START OF CONSTRUCTION, THE TESTING AND INSPECTION AGENCY SHALL

PROVIDE DOCUMENTATION TO THE BUILDING OFFICIAL DEMONSTRATING COMPETENCE AND

RELEVANT EXPERIENCE OR TRAINING OF THE SPECIAL INSPECTORS WHO WILL PERFORM THE

SPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION, IN ACCORDANCE WITH CBC

SECTION 1704.2.1.

5. THE TESTING AND INSPECTION AGENCY SHALL SUBMIT REPORTS OF SPECIAL INSPECTIONS

AND TESTS TO THE BUILDING OFFICIAL, STRUCTURAL ENGINEER OF RECORD AND THE

CONTRACTOR, PER CBC SECTION 1704.2.4. THE REPORTS SHALL INDICATE WHETHER WORK

INSPECTED OR TESTED CONFORMED TO THE APPROVED CONSTRUCTION DOCUMENTS. ANY

DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTOR

FOR CORRECTION. IF DISCREPANCIES ARE NOT CORRECTED, THEY SHALL BE BROUGHT TO

THE ATTENTION OF THE BUILDING OFFICIAL AND THE STRUCTURAL ENGINEER OF RECORD.

6. SPECIAL INSPECTION AND TESTING RECORDS SHALL BE RETAINED BY THE CONTRACTOR ON

SITE UNTIL COMPLETION OF CONSTRUCTION.

7. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT TO THE BUILDING OFFICIAL

ACKNOWLEDGING RESPONSIBILITY FOR CONSTRUCTION OF THE MAIN LATERAL-FORCE

RESISTING SYSTEM PRIOR TO COMMENCEMENT OF THAT WORK AS REQUIRED BY CBC

SECTION 1704.4.

8. THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL SUBMIT TO THE BUILDING OFFICIAL, A FINAL REPORT DOCUMENTING SPECIAL INSPECTIONS AND TESTS PER CBC SECTION 1704.2.4, AND REPORTS AND CERTIFICATES PER CBC SECTION 1704.5.

9. ALL SOILS AND FOUNDATION EXCAVATION INSPECTIONS SHALL BE BY THE GEOTECHNICAL

ENGINEER OF RECORD, OR A GEOTECHNICAL FIRM HIRED BY THE OWNER PER CBC SECTION

1705.6.

10. SPECIAL INSPECTION IS REQUIRED FOR ALL SHOP FABRICATED MEMBERS OR ASSEMBLIES

UNLESS WAIVED PER THE EXCEPTIONS IN CBC SECTION 1704.2.5.

11. DEFINITIONS:

a. CONTINUOUS - SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS CONTINUOUSLY

PRESENT WHEN AND WHERE THE WORK TO BE INSPECTED IS BEING PERFORMED.

b. PERIODIC - SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY

PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN OR IS BEING PERFORMED.

c. QUALITY ASSURANCE (QA) - MONITORING AND INSPECTION TASKS PERFORMED BY AN

AGENCY OR FIRM OTHER THAN THE FABRICATOR OR ERECTOR TO ENSURE THAT THE

MATERIAL PROVIDED AND WORK PERFORMED BY THE FABRICATOR AND ERECTOR MEET

THE REQUIREMENTS OF THE APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED

STANDARDS. QUALITY ASSURANCE INCLUDES THOSE TASKS DESIGNATED 'SPECIAL

INSPECTION' BY THE APPLICABLE CODE.

d. QUALITY CONTROL (QC) - CONTROLS AND INSPECTIONS IMPLEMENTED BY THE

FABRICATOR OR ERECTOR, AS APPLICABLE, TO ENSURE THAT THE MATERIAL PROVIDED

AND WORK PERFORMED MEET THE REQUIREMENTS OF THE APPROVED CONSTRUCTION

DOCUMENTS AND REFERENCED STANDARDS.

e. OBSERVE (O) - OBSERVE THESE ITEMS ON A RANDOM BASIS (DAILY FOR LFRS).

OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS.

f. PERFORM (P) - PERFORM THOSE TASKS PRIOR TO FINAL ACCEPTANCE FOR EACH ITEM OR

ELEMENT.

g. DOCUMENT (D) - THE INSPECTOR SHALL PREPARE REPORTS INDICATING THAT THE WORK

HAS BEEN PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE REPORT

NEED NOT PROVIDE DETAILED MEASUREMENTS FOR JOINT FIT-UP, WPS SETTINGS,

COMPLETED WELDS, OR OTHER INDIVIDUAL ITEMS LISTED IN THE TABLES. FOR SHOP

FABRICATION, THE REPORT SHALL INDICATE THE PIECE MARK OF THE PIECE INSPECTED.

FOR FIELD WORK, THE REPORT SHALL INDICATE THE REFERENCE GRID LINES AND FLOOR

OR ELEVATION INSPECTED. WORK NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS

AND WHETHER THE NONCOMPLIANCE HAS BEEN SATISFACTORILY REPAIRED SHALL BE

NOTED IN THE INSPECTION REPORT.

12. SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED DURING CONSTRUCTION ON THE

WORK SHOWN IN THE CONSTRUCTION DOCUMENTS AS REQUIRED BY CBC CHAPTER 17, THE

TABLES LISTED BELOW, AND THE JURISDICTION'S SPECIAL INSPECTION AND TESTING FORM.

IF DISCREPANCIES ARE NOTED, CONTACT THE SEOR. ALL EXCEPTIONS INCLUDED IN CBC

CHAPTER 17 ARE PERMITTED TO BE USED.

� CONCRETE CONSTRUCTION (POST-INSTALLED ANCHORS)

� MASONRY CONSTRUCTION - LEVEL 2

� MASONRY CONSTRUCTION - LEVEL 3

� MASONRY CONSTRUCTION - LEVEL 2 (POST-INSTALLED ANCHORS)

� MASONRY CONSTRUCTION - LEVEL 3 (POST-INSTALLED ANCHORS)

TYPE

CONCRETE CONSTRUCTION - REQUIRED SPECIAL INSPECTIONS AND TESTS

CBC TABLE 1705.3

110SN301

CONTINUOUS REFERENCED STANDARD aPERIODIC

1. INSPECT REINFORCEMENT,

INCLUDING PRESTRESSING

TENDONS, AND VERIFY PLACEMENT.

ACI 318 CH. 20, 25.2, 25.3,

26.6.1-26.6.3

- X

2. REINFORCING BAR WELDING: AWS D1.4

ACI 318: 26.6.4

A. VERIFY WELDABILITY OF

REINFORCING BARS OTHER

THAN ASTM A706

B. INSPECT SINGLE-PASS FILLET

WELDS, MAXIMUM 5/16"

C. INSPECT ALL OTHER WELDS

- X

- X

X -

3. INSPECT ANCHORS CAST IN

CONCRETE.

ACI 318: 17.8.2

4. INSPECT ANCHORS POST-INSTALLED

IN HARDENED CONCRETE

MEMBERS. b

ACI 318: 17.8.2.4, 17.8.2

A. ADHESIVE ANCHORS INSTALLED

IN HORIZONTALLY OR UPWARDLY

INCLINED ORIENTATIONS TO

RESIST SUSTAINED TENSION

LOADS.

x -

B. MECHANICAL ANCHORS AND

ADHESIVE ANCHORS NOT

DEFINED IN 4.A.

- X

5. VERIFY USE OF REQUIRED DESIGN

MIX.

ACI 318: CH. 19, 26.4.3,

26.4.4

- X

6. PRIOR TO CONCRETE PLACEMENT,

FABRICATE SPECIMENS FOR

STRENGTH TESTS, PERFORM SLUMP

AND AIR CONTENT TESTS, AND

DETERMINE THE TEMPERATURE OF

THE CONCRETE.

ASTM C172

ASTM C31

ACI 318: 26.5, 26.12

X -

7. INSPECT CONCRETE AND

SHOTCRETE PLACEMENT FOR

PROPER APPLICATION TECHNIQUES.

ACI 318: 26.5

8. VERIFY MAINTENANCE OF SPECIFIED

CURING TEMPERATURE AND

TECHNIQUES.

ACI 318: 26.5.3-26.5.5- X

9. INSPECT PRESTRESSED CONCRETE

FOR:

ACI 318: 26.10

A. APPLICATION OF PRESTRESSING

FORCES

B. GROUTING OF BONDED

PRESTRESSING TENDONS.

10. INSPECT ERECTION OF PRECAST

CONCRETE MEMBERS.

ACI 318: CH. 26.9- X

13. VERIFY IN-SITU CONCRETE

STRENGTH, PRIOR TO STRESSING

OF TENDONS IN POST-TENSIONED

CONCRETE AND PRIOR TO REMOVAL

OF SHORES AND FORMS FROM

BEAMS AND STRUCTURAL SLABS.

ACI 318: 26.11.2- X

14. INSPECT FORMWORK FOR SHAPE,

LOCATION AND DIMENSIONS OF THE

CONCRETE MEMBER BEING FORMED.

ACI 318: 26.11.1.2(b)- X

A. WHERE APPLICABLE, SEE SECTION 1705.13.

B. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH

REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2

IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE

NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE

REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL

PRIOR TO COMMENCEMENT OF THE WORK.

- X

X -

X -

X -

11. FOR PRECAST CONCRETE

DIAPHRAGM CONNECTIONS OR

REINFORCEMENT AT JOINTS

CLASSIFIED AS MODERATE OR HIGH

DEFORMABILITY ELEMENTS (MDE OR

HDE) IN STRUCTURES ASSIGNED TO

SEISMIC DESIGN CATEGORY C, D, E

OR F, INSPECT SUCH CONNECTIONS

AND REINFORCEMENT IN THE FIELD

FOR:

ACI 318: 26.13.1.3

A. INSTALLATION OF THE

EMBEDDED PARTS.

B. COMPLETION OF THE CONTINUITY

OF REINFORCEMENT ACROSS

JOINTS.

X -

X -

X -

ACI 550.5

C. COMPLETION OF CONNECTIONS

IN THE FIELD.

12. INSPECT INSTALLATION

TOLERANCES OF PRECAST

CONCRETE DIAPHRAGM

CONNECTIONS FOR COMPLIANCE

WITH ACI 550.5.

ACI 318: 26.13.1.3- X

TYPE

CONCRETE CONSTRUCTION - POST-INSTALLED ANCHORS

REQUIRED SPECIAL INSPECTIONS AND TESTS

CBC TABLE 1705.3

110SN302

CONTINUOUS REFERENCED STANDARDPERIODIC

1. INSPECT ANCHORS POST-

INSTALLED IN HARDENED

CONCRETE MEMBERS. a,b

ACI 318: 17.8.2.4, 17.8.2

A. ADHESIVE ANCHORS INSTALLED

IN HORIZONTALLY OR UPWARDLY

INCLINED ORIENTATIONS TO

RESIST SUSTAINED TENSION

LOADS.

X -

B. MECHANICAL ANCHORS AND

ADHESIVE ANCHORS NOT

DEFINED IN 1.A.

- X

A. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH

REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN

ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE

NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE

REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL

PRIOR TO COMMENCEMENT OF THE WORK.

B. SEE THE POST-INSTALLED ANCHOR NOTES FOR ADDITIONAL INFO.

INSPECTION TASK

MASONRY CONSTRUCTION - LEVEL 2 REQUIRED SPECIAL INSPECTIONS AND TESTS

TMS 602 TABLE 3 AND 4

110SN402

CONTINUOUS TMS 402PERIODIC

1. AS MASONRY CONSTRUCTION

BEGINS, VERIFY THAT THE

FOLLOWING ARE IN COMPLIANCE

A. PROPORTIONS OF SITE-

PREPARED MORTAR

B. GRADE AND SIZE OF

PRESTRESSING TENDONS AND

ANCHORAGES

- X

2. PRIOR TO GROUTING, VERIFY THAT

THE FOLLOWING ARE IN

COMPLIANCE:

4. OBSERVE PREPARATION OF GROUT

SPECIMENS, MORTAR SPECIMENS,

AND/OR PRISMS

- X

A. REQUIRED FOR THE FIRST 5000 SQUARE FEET (465 SQUARE METERS) OF AAC MASONRY.

B. REQUIRED AFTER THE FIRST 5000 SQUARE FEET (465 SQUARE METERS) OF AAC MASONRY.

MINIMUM VERIFICATION REQUIREMENTS

MINIMUM SPECIAL INSPECTION

FREQUENCY REFERENCE FOR CRITERIA

TMS 602

C. GRADE, TYPE AND SIZE OF

REINFORCEMENT, CONNECTORS,

ANCHOR BOLTS, AND

PRESTRESSING TENDONS AND

ANCHORAGES

D. PRESTRESSING TECHNIQUE

E. PROPERTIES OF THIN-BED

MORTAR FOR AAC MASONRY

- X

- X

- X

X(b)

A. GROUT SPACE

B. PLACEMENT OF PRESTRESSING

TENDONS AND ANCHORAGES

C. PLACEMENT OF

REINFORCEMENT, CONNECTORS,

AND ANCHOR BOLTS

- X

- X

D. PROPORTIONS OF SITE-

PREPARED GROUT AND

PRESTRESSING GROUT FOR

BONDED TENDONS

- X

- X

3. VERIFY COMPLIANCE OF THE

FOLLOWING DURING

CONSTRUCTION:

C. SIZE & LOCATION OF

STRUCTURAL MEMBERS

D. TYPE, SIZE, AND LOCATION OF

ANCHORS, INCLUDING OTHER

DETAILS OF ANCHORAGE OF

MASONRY TO STRUCTURAL

MEMBERS, FRAMES, OR OTHER

CONSTRUCTION (INCLUDES

POST-INSTALLED ANCHORS)

E. WELDING OF REINFORCEMENT

- X

- X

F. PREPARATION, CONSTRUCTION,

AND PROTECTION OF MASONRY

DURING COLD WEATHER

(TEMPERATURE BELOW 40°F

(4.4°C)) OR HOT WEATHER

(TEMPERATURE ABOVE 90°F

(32.2°C))

G. APPLICATION AND

MEASUREMENT OF

PRESTRESSING FORCE

X -

- X

X -

H. PLACEMENT OF GROUT AND

PRESTRESSING GROUT FOR

BONDED TENDONS IS IN

COMPLIANCE

X -

I. PLACEMENT OF AAC MASONRY

UNITS AND CONSTRUCTION OF

THIN-BED MORTAR JOINTS

X(a) X(b)

ART. 2.1,

2.6A & 2.6C

ART. 2.4 B,

2.4 H

ART. 3.4 , 3.6 A

ART. 3.6 B

ART. 2.1 C

ART. 3.2 D,

3.2 F

SEC. 10.8 &

10.9

ART. 2.4, 3.6

SEC. 6.1, 6.3.1,

6.3.6, 6.3.7

ART. 3.2 E,

3.4

ART. 2.6 B, 2.4

G.1.b

ART. 3.3 F

SEC. 1.2.1(e), 6.2.1, 6.3.1

SEC. 6.1.6.1.2

ART. 1.8 C,

1.8D

ART. 3.6 B

ART. 3.5, 3.6 C

ART. 3.3 B.9,

3.3 F.1.b

ART. 1.4 B.2.a.3,

1.4 B.2.b.3,

1.4 B.2.c.3, 1.4B.3,

1.4 B.4

X(a)

ICC/IAPMO REPORT (POST-

INSTALLED ANCHORS)

MINIMUM VERIFICATION REFERENCE FOR CRITERIA

TMS 602 ART. 1.5

PRIOR TO CONSTRUCTION, VERIFICATION OF COMPLIANCE

SUBMITTALS

PRIOR TO CONSTRUCTION, VERIFICATION OF F'M AND F'AAC,

EXCEPT WHERE SPECIFICALLY EXEMPTED BY CODE.

DURING CONSTRUCTION, VERIFICATION OF SLUMP FLOW AND

VISUAL STABILITY INDEX (VSI) WHEN SELF-CONSOLIDATING GROUT

IS DELIVERED TO THE PROJECT SITE

TMS 602 ART. 1.4B

TMS 602 ART. 1.5 & 1.6.3

F. SAMPLE PANEL CONSTRUCTION - X ART. 1.6D

B. PLACEMENT OF MASONRY UNITS

AND MORTAR JOINT

CONSTRUCTION

- X ART. 3.3 B

A. MATERIALS AND PROCEDURES

WITH THE APPROVED

SUBMITTALS

- X ART. 1.5

INSPECTION TASK

CONTINUOUS TMS 402 PERIODIC

1. AS MASONRY CONSTRUCTION

BEGINS, VERIFY THAT THE

FOLLOWING ARE IN COMPLIANCE

A. PROPORTIONS OF SITE-

PREPARED MORTAR

B. GRADE AND SIZE OF

PRESTRESSING TENDONS AND

ANCHORAGES

- X

2. PRIOR TO GROUTING, VERIFY THAT

THE FOLLOWING ARE IN

COMPLIANCE:

4. OBSERVE PREPARATION OF GROUT

SPECIMENS, MORTAR SPECIMENS,

AND/OR PRISMS

- X

MINIMUM VERIFICATION REQUIREMENTS

MINIMUM SPECIAL INSPECTION

FREQUENCY REFERENCE FOR CRITERIA

TMS 602

C. GRADE, TYPE AND SIZE OF

REINFORCEMENT,

CONNECTORS, ANCHOR BOLTS,

AND PRESTRESSING TENDONS

AND ANCHORAGES

D. PRESTRESSING TECHNIQUE

E. PROPERTIES OF THIN-BED

MORTAR FOR AAC MASONRY

- X

- X

- X

A. GROUT SPACE

B. PLACEMENT OF PRESTRESSING

TENDONS AND ANCHORAGES

C. PLACEMENT OF

REINFORCEMENT, CONNECTORS,

AND ANCHOR BOLTS

- X

D. PROPORTIONS OF SITE-

PREPARED GROUT AND

PRESTRESSING GROUT FOR

BONDED TENDONS

- X

3. VERIFY COMPLIANCE OF THE

FOLLOWING DURING

CONSTRUCTION:

C. SIZE & LOCATION OF

STRUCTURAL MEMBERS

D. TYPE, SIZE, AND LOCATION OF

ANCHORS, INCLUDING OTHER

DETAILS OF ANCHORAGE OF

MASONRY TO STRUCTURAL

MEMBERS, FRAMES, OR OTHER

CONSTRUCTION (INCLUDES

POST-INSTALLED ANCHORS)

E. WELDING OF REINFORCEMENT

- X

F. PREPARATION, CONSTRUCTION,

AND PROTECTION OF MASONRY

DURING COLD WEATHER

(TEMPERATURE BELOW 40°F (4.4°

C)) OR HOT WEATHER

(TEMPERATURE ABOVE 90°F

(32.2°C))

G. APPLICATION AND

MEASUREMENT OF

PRESTRESSING FORCE

X -

- X

X -

H. PLACEMENT OF GROUT AND

PRESTRESSING GROUT FOR

BONDED TENDONS IS IN

COMPLIANCE

X -

I. PLACEMENT OF AAC MASONRY

UNITS AND CONSTRUCTION OF

THIN-BED MORTAR JOINTS

X -

ART. 2.1,

2.6A & 2.6C

ART. 2.4 B,

2.4 H

ART. 3.4 , 3.6 A

ART. 3.6 B

ART. 2.1 C

ART. 3.2 D,

3.2 F

SEC. 10.8 &

10.9

ART. 2.4, 3.6

SEC. 6.1, 6.3.1,

6.3.6, 6.3.7

ART. 3.2 E,

3.4

ART. 2.6 B, 2.4

G.1.b

ART. 3.3 F

SEC. 1.2.1(e), 6.2.1, 6.3.1

SEC. 6.1.6.1.2

ART. 1.8 C,

1.8D

ART. 3.6 B

ART. 3.5, 3.6 C

ART. 3.3 B.9,

3.3 F.1.b

ART. 1.4 B.2.a.3,

1.4 B.2.b.3,

1.4 B.2.c.3, 1.4B.3,

1.4 B.4

X

ICC/IAPMO REPORT (POST-

INSTALLED ANCHORS)

MINIMUM VERIFICATION REFERENCE FOR CRITERIA

TMS 602 ART. 1.5

PRIOR TO CONSTRUCTION, VERIFICATION OF COMPLIANCE

SUBMITTALS

PRIOR TO CONSTRUCTION, VERIFICATION OF F'M AND F'AAC,

EXCEPT WHERE SPECIFICALLY EXEMPTED BY CODE.

DURING CONSTRUCTION, VERIFICATION OF SLUMP FLOW AND

VISUAL STABILITY INDEX (VSI) WHEN SELF-CONSOLIDATING GROUT

IS DELIVERED TO THE PROJECT SITE

TMS 602 ART. 1.4B

TMS 602 ART. 1.5 & 1.6.3

F. SAMPLE PANEL CONSTRUCTION X - ART. 1.6D

B. PLACEMENT OF MASONRY UNITS

AND MORTAR JOINT

CONSTRUCTION

- X ART. 3.3 B

A. MATERIALS AND PROCEDURES

WITH THE APPROVED

SUBMITTALS

- X ART. 1.5

MASONRY CONSTRUCTION - LEVEL 3 - REQUIRED SPECIAL INSPECTIONS AND TESTS

TMS602 TABLE 3 AND 4

110SN403

X -

X -

X -

X -

DURING CONSTRUCTION, VERIFICATION OF F'M AND F'AAC FOR

EVERY 5,000 SQ. FT. (465 SQ. M)

TMS 602 ART. 1.4B

DURING CONSTRUCTION, VERIFICATION OF PROPORTIONS OF

MATERIALS AS DELIVERED TO THE PROJECT SITE FOR PREMIXED

OR PREBLENDED MORTAR, PRESTRESSING GROUT, AND GROUT

OTHER THAN SELF-CONSOLIDATING GROUT.

TMS 602 ART. 1.4B

INSPECTION TASK

MASONRY CONSTRUCTION - POST-INSTALLED ANCHORS - LEVEL 2 REQUIRED SPECIAL

INSPECTIONS AND TESTS

TMS 602 TABLE 3 AND 4

110SN404

CONTINUOUS PERIODIC

FREQUENCY

REFERENCE FOR CRITERIA

1. VERIFY COMPLIANCE OF THE

FOLLOWING DURING

CONSTRUCTION:

A. TYPE, SIZE, AND LOCATION OF

POST-INSTALLED ANCHORS,

INCLUDING OTHER DETAILS OF

ANCHORAGE OF MASONRY TO

STRUCTURAL MEMBERS,

FRAMES, OR OTHER

CONSTRUCTION

- X ICC/IAPMO REPORT

INSPECTION TASK

MASONRY CONSTRUCTION - POST-INSTALLED ANCHORS - LEVEL 3 REQUIRED SPECIAL

INSPECTIONS AND TESTS

TMS 602 TABLE 3 AND 4

110SN405

CONTINUOUS PERIODIC

FREQUENCY

REFERENCE FOR CRITERIA

1. VERIFY COMPLIANCE OF THE

FOLLOWING DURING

CONSTRUCTION:

A. TYPE, SIZE, AND LOCATION OF

POST-INSTALLED ANCHORS,

INCLUDING OTHER DETAILS OF

ANCHORAGE OF MASONRY TO

STRUCTURAL MEMBERS,

FRAMES, OR OTHER

CONSTRUCTION

X - ICC/IAPMO REPORT

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CALIFORNIA DEPARTMENT OF

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APPROVAL OF THIS PLAN DOES NOT

AUTHORIZE OR APPROVE ANY OMISSION OR

DEVIATION FROM THE APPLICABLE REGULATIONS.

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SSSS111100002 222

APPLICABLE TO ALL DRAWINGS UNLESS NOTED OR SHOWN OTHERWISE

STRUCTURAL SPECIAL INSPECTIONS AND TESTING

08/24/2023

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/10/23

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-0002

11/20/2023 CASp 491 #1317