HomeMy WebLinkAboutS6-003-SPECIAL-INSPECTION-CONT.-Rev.0�
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REQUIRED
VERIFICATIONANDINSPECTION CONTINUOUS PERIODIC � - �
YES NO
THESURFACESSHALLBEPREPAREDINACCORDANCEWITH qLLSURFACESTOBE
THE APPROVED FlRERESISTANCE DESIGN AND THE INSPECTED BEFORETHE
APPROVED MANl1FACTl1RER'S WRITTEN INSTRl1CTIONS. THE qpp�ICATION OF THE %
PREPAREDSURFACEOFSTRUCTURALMEMBERSTOBE SPRAYEDRRERESISTANT
SPRAYED SHALL BE INSPECTED BEFORE THE APPLICATION MATERIAL.
OF THE SPRAYED FIRE-RESISTANT MATERIAL.
THE INSPECTOR SHALL VERIFV THAT THE MINIMUM AMBIENT
TEMPERATUREBEFOREANDAFTERAPPLICATIONAS X X
SPECIFIED IN THE APPROVED MANl1FACTl1RER'S WRITTEN
INSTRUCTIONS IS MAINTAINED.
THE INSPECTOR SHALL VERI FY THE AREA FOR APPLICATION
ISVENTILATEDDURINGANDAFTERAPPLICATIONAS X X
REQUIRED BYTHE APPROVED MANUFACTURER'S WRITTEN
INSTRUCTIONS
INSPECTION FOR MASTIC AND WTl1MESCENT FlRE-
RESISTANT COATINGS APPLIED TO STRUCTURAL ELEMENTS
ANDDECKSSHALLBEINACCORDANCEWITHAWCII2-B. X X
INSPECTIONS SHALL BE BASED ON THE FlRE-RESISTANCE
DESIGN AS DESIGNATED IN THE APPROVED CONSTRUCTION
DOCUMENTS.
THE INSPECTOR SHALL VERIFY THE AVERAGE THICKNESS OF THE SPRAVED FIRERESISTANT MATERIALS APPLIED TO
STRl1CTl1RAL ELEMENTS IS NOT LESS THAN THE THICKNESS REOl11RED BY THE APPROVED RRE-RESISTANT DESIGN.
THICKNESS SHALL BE DETERMWED IN ACCORDANCE WITH ASTM E605. THE THICKNESS OF THE SPRAVED RRE
RESISTANT MATERIAL APPLIED TO ROOR, ROOF AND WALL ASSEMBLIES SHALL BE DETERMW ED IN ACCORDANCE
WITH ASTM E6�5 BV TAKING THE AVERAGE OF NOT LESS THAN FOl1R MEASl1REMENTS FOR EACH 1,��� Spl1ARE FEET
OF THE SPRAVED AREA ON EACH FLOOR, RW F, WALL OR PART THEREOF. THE THICKNESS OF SPRAVED RRE
RESISTANT MATERIAL APPLIED TO STRUCTURAL MEMBERS SHALL BE DETERMWED IN ACCORDANCE WITH ASTM E605.
THICKNESS TESTING SHALL BE PERFORMED ON NOT LESS THAN 25% OF THE STRl1CTl1RAL MEMBERS ON EACH
FLOOR.
A. INDNIDUALLY MEASURED THICKNESS, WHICH EXCEEDS THE THICKNESS SPEQRED IN A DESIGN BY il4" OR
MORE SHALL BE RECORDED AS THE THICKNESS SPECIFIED IN DESIGN PW S 1/4".
B. FOR DESIGN THICKNESSES GREATER THAN 1", THE MINIMUM ALLOWABLE INDIVIDUAL THICKNESS SHALL BE
THE DESIGN THICKNESS MINl1S 25%.
THE INSPECTOR SHALL VERIFY THE DENSITV OF THE SPRAVED FIRE-RESISTANT MATERIAL IS NOT LESS THAN THE
DENSITY REpUIRED W THE APPROVED FlRE-RESISTANT DESIGN.THE DENSITY OF SPRAYED RRE-RESISTANT MATERIAL
SHALL BE DETERMINED IN ACCORDANCE WITH ASTM A605.
THE INSPECTOR SHALL VERIFY THE COHESNE/ADHESNE BOND STRENGTH OF THE CURED SPRAYED FlRE-RESISTANT
MATERIAL APPLIED TO STRUCTURAL ELEMENTS IS NOT LESS THAN 150 POUNDS PER S�UARE FOOT. THE
COHESIVE/ADHESIVE BOND STRENGTH SHALL BE DETERMINED IN ACCORDANCE TO ASTM A736 BV TESTWG IN-PLACE
SAMPLES OF SPRAYED FIRE-RESISTANT MATERIAL THE TEST SAMPLES SHALL BE SELECTED FROM EACH FLOOR,
ROOF AN D WALL ASSEMBLV AT A RATE OF ONE SAMPLE FOR EVERV 1 Q000 S�UARE FOOT OF SPRAVED AREA IN EACH
STORY. THE TEST SAMPLES SELECTED FROM BEAMS, GIRDERS, JOISTS, TRUSSES AND COLUMNS SHALL BE AT A RATE
OF NOT LESS THAN ONE SAMPLE FOR EACH TYPE OF STRUCTURAL FRAMING MEMBER FOR EVERY 10,000 SpUARE
FOOTOFFLOORAREAORPARTTHEREOF.
THE INSPECTOR SHALL PROVIDEA RNAL INSPECTION REPORT AFTER PATCHING AND REPAIR OF DAMAGED OR NON-
COMPLIANT SPRAVED FIRED-RESISTANT MATERIALS.
RELEASED FOR CONSTRl1CTI0N
Su6jec� �o compliance with all regula�ions
of Sla�e antl Local Codes
City of Carmel
Y,:,,, w��:,��tiu�_.�
DATE: OIIZZIZO
SPEQAL INSPECTION AND TESTS FOR MASONRV CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE pUALITV
ASSURANCE PROGRAM REQUIREMENTS OF THE MASONRY SOCIETY (TMS) 402/ACI 530/ASCE 5 AND TMS 602�ACI
530.1/ASCE 6.
TABLE 3.1.1 - LEVEL A QUALITV ASSURANCE
PRIOR TO CONSTRUCTION, VERIFV CERTIFICATES OF COMPLIANCE USED IN MASONRV CONSTRUCTION
TABLE 3.1.2 - LEVEL B QUALITV ASSURANCE
MINIMUM TESTS
VERIFICTION OF S W MP FLOW AND VISl1AL STABILITY INDE% (VSI) AS DELNERED TO THE PROJECT SITE IN
ACCORDANCE WITH SPEQFICATION ARTIQE LSB.i.b.3 FOR SELF-CONSOLIDATING GROUT
VERIFlCATION OF fMAND f„„� IN ACCORDANCE W ITH SPECIFlCATION ARTICLE 1.4B PRIOR TO
CONSTRUCTION, EXCEPT W HEN SPECIRCALLY EXEMPTED 8Y THIS CODE
� INSPECTIONTASK
4
X
X
X
X
X
X�°�
X
X
X
X
X
X
X
X
X
X
X
Arl. 2.1. 2 6 A
ArL33B
Art 24 B, 24 H
Ar1.34,36A
ArL 3.6 B
ArL 2.1 C
ArL 32 D, 32 F
SecL 6.1 Arl. 2.4. 3.4
SecL 6.1. Arl. 32 E. 3 4.
62.1.62.6. 3.6A
62]
Art 26 B. 2.4
G.1.6
ArL 3.3 B
ArL 3.3 F
SecL L21(e),
6.1.4 3, 6.2.1
Sect 8.1.6]2.
9.3.3A(c).
11.3.3 4(b)
ArL18C,1.8D
�a1i�xH�!
Arl. 3.5, 36 C
MASONRYUNITSAND xip� X��� ArL3-3B_9,
CONSTRl1CTION OF THIN-BED 33 F.i.b
MORTAR JOINTS
ArL 1.4
5. OBSERVE PREPARATION OF GROUT B2a3, 1.4
SPECIMENS, MORTAR SPECIMENS, X B2.b.3, 1.4
ANDIOR PRISMS B2.c.3, 1.4
B.3, 1 4 B.4
(a) FREpUENCVREFERSTOTHEFREpUENCVOFSPECIALINSPECTION,WHICHMAVBECONTINU0U5
DURWG THE TASK LISTED OR PERIODIC DURWG THE LISTED TASK, AS DEFINED IN THE TABLE.
(b) REOl11REDFORTHEFlRST5000SOl1AREFEETOFAACMASONRY.
(c) REpUIREDAFTERTHEFIRST5000S�UAREFEETOFAACMASONRV.
FREQI
CONTINUOUS
Xm�
ENCV�'�
PERIODIC
X
REFERENCE FOR CRITERIA
TM54021 TM5602/
ACI530/ ACI530.1/
ASCE6 ASCE6
Art 1.5
1. VERIFVCOMPLIANCEWITHTHE
APPROVED SUBMITTALS
2. AS MASONRY CONSTRl1CTION
BEGINS, VERIFV THAT THE
FOLLOW ING ARE IN COMPLIANCE
a. PROPORTIONSOFSITE
PREPAREDMORTAR
b. CONSTRUCTION OF MORTAR
JOINTS
a GRADEANDSIZEOF
PRESTRESSING TENDONS
ANDANCHORAGES
d. LOCATION OF REINF.,
CONNECTORS,AND
PRESTRESSING TENDONS
ANDANCHORAGES
e. PRESTRESSINGTECHNIpUE
C PROPERTIESOFTHIN-8ED
MORTARFORAACMASONRV
3. PRIORTOGROl1TING,VERIFYTHAT
THE FOLLOW WG ARE IN COMPLIANCE
a. GROUTSPACE
b. GRADE, TYPE, AND SIZE OF
REW F. AND ANCHOR BOLTS,
AND PRESTRESSING
TENDONSANDANCHORAGES
c. PLACEMENTOFREINF.,
CONNECTORS,AND
PRESTRESSING TENDONS
ANDANCHORAGES
d. PROPORTIONSOFSITE
PREPAREDGROUTAND
PRESTRESSING GROUT FOR
BONDEDTENDONS
e. CONSTRUCTION OF MORTAR
JOINTS
4. VERIFVDURWGCONSTRUCTION:
a. SIZE AND LOCATION OF
STRUCTURALELEMENTS
b. TYPE, SIZE, AND LOCATION OF
ANCHORS, INCLUDING OTHER
DETAILS OR ANCHORAGE OF
MASONRYTO STRUCTURAL
MEMBERS,FRAMES,OR
OTHER CONSTRUCTION
c. WELDINGOFREWF.
tl. PREPARATION,
CONSTRUCTION, AND
PROTECTION OF MASONRY
DURING COLD WEATHER
(TEMPERATl1RE BELOW 40`F)
OR HOT W EATHER
(TEMPERATURE ABOVE 90�F)
e. APPLICATIONAND
MEASUREMENTOF
PRESTRESSING FORCE
C PLACEMENTOFGROUTAND
PRESTRESSING GROUT FOR
BONDED TENDONS IS IN
COMPLIANCE
g. PLACEMENTOFAAC
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TABLE 3.1.3 - LEVEL C pUALITV ASSURANCE
MINIMUM TESTS
VERIFICTION OF f��AND fqqc IN ACCORDANCE WITH SPECIFICATION ARTICLE 1 4 B PRIOR TO
CONSTRl1CTION AND FOR EVERY5000 SQ. FT. Dl1RING CONSTRl1CTION
VERIFICATION OF PROPORTIONS OF MATERIALS IN PREMI%ED OR PREBLENDED MORTAR, PRESTRESSING
GROUT, AND GROUT OTHER THAN SELF-CONSOLIDATING GROUT, AS DELNERED TO THE PROJECT SITE
VERIRCATION OF SLUMP FLO W AN D VISUAL STABILITV INDEX (VSI) AS DELNERED TO THE PROJECT SITE IN
ACCORDANCE WITH SPECIRCATION ARTICLE 15B.i.b.3 FOR SELFCONSOLIDATWG GROUT
INSPECTION TASK
'OR CRITERIA
TMS 6021
AC I 530.1 /
ASCE 6
FREQI
�ONTINUOUS
ENCV�'�
PERIODIC
REFERENCEI
TMS 402/
ACI530/
ASCE 6
1. VERIFVCOMPLIANCEWITHTHE X Atl.1.5
APPROVED Sl1BMITTALS
2. VERIFYTHATTHEFOLLOWWGAREIN
COMPLIANCE:
a. PROPORTIONSOFSITE-
M IXED MORTAR, GROUT AND ArL 2.1, 2.6
PRESTRESSING GROUT FOR X A, 2.6 B, 2.fi
BONDED TENDONS C, 2A G.i.b
b. GRADE TYPE ANDSIZEOF
REW E AND ANCHOR BOLTS
AND PRESTRESSING X Sec�.6.1 Atl.2.4, 34
TENDONSANDANCHORAGES
c. PLACEMENTOFMASONRV
UNITS AND COMSTRUCTION X ArL 33 B
OF MORTAR JOINTS
d. PLACEMENTOFREINF., Sec�.6.1,
CONNECTORS, AND ArL 32 E, 34
PRESTRESSINGTENDONS X 62.6,262.6, 3.6A
ANDANCHORAGES
e. GROUT SPACE PRIOR TO ArL 32 D,
GROl1TING x 32F
C PLACEMENTOFGROUTAND
PRESTRESSWG GROUT FOR X ArL 3.5, 3b (
BONDEDTENDONS
g. SIZE AND LOCATION OF X ArL 33 F
STRl1CTl1RALELEMENTS
h. TYPE, SIZE, AND LOCATION OF
ANCHORS, INCLUDING OTHER
DETAILSORANCHORAGEOF X SecLt2.1(e),
MASON RY TO STRUCTU RHL 6.1 4.3, 62.1
MEMBERS,FRAMES,OR
OTHER CONSTRUCTION
sec�. 6.1 B].z.
i. WELDINGOFREWF. X 9.3.3A(c),
11.3.34�b)
j. PREPARATION,
CONSTRUCTION,AND
PROTECTION OF MASONRY
Dl1RING COLD WEATHER Art 1.8 C, 1.8
(TEMPERATUREBELDW40°F) x
OR HOT W EATHER
(TEMPERATl1RE ABOVE 90�F)
k. APPLIGATION AND
MEASUREMENTOF X Ar�.3.6B
PRESTRESSWG FORCE
I. PLACEMENTOFAAC
MASONRVUNITSAND x ArL33B9,
CONSTRUCTION OF THIN-BED 3.3 Ei.b
MORTAR JOINTS
m. PROPERTIESOFTHIN-BED X Art2.iC.1
MORTARFORAACMASONRY
Arl. 1.4
3. OBSERVE PREPARATION OF GROUT B2a3, 1 4
SPECIMENS, MORTAR SPECIMENS, X 82.b.3, 1 4
ANDIOR PRISMS B2.c.3, 1.4
B.3,14B4
(a) FREpUENCVREFERSTOTHEFREpUENCVOFSPECIALINSPECTION,WHICHMAVBECONTINU0U5
DURWG THE TASK LISTED OR PERIODIC DURWG THE LISTED TASK, AS DEFINED IN THE TABLE.
February 1, 2019 - ISSUE FOR PERMIT
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317.299.7500
FAX: 317.291.5805
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Proi. No.: 077392
Date: 02/01 /19
Sheet Name:
SPECIAL INSPECTION
CONT.
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`�.Issuances: