HomeMy WebLinkAboutAPPROVED TERRY CW NOA # 19-0131.19 MIAMI•DADE MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RE5DrJ12CES i 1805 S W 26 Street,ELoorn 208
(RER) Miami,Florida33175-2474
y BOARD AND CODE ADMINIISTR4TION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade. ovlec000m
SIW Solution,LLC
975 S. Congress Ave.# 102
Delray Beach,Florida 33445
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "600 KM"Aluminum Sliding Glass Doors(Dry glazed)w/wo Reinforcements
APPROVAL DOCUMENT: Drawing No.W12-24 Rev E,titled"Series 60OKM Alum Sliding Glass Door(LMI)",
sheets 1 through 12 of 12,dated 05-25-12 and last revised on Jan 08,2019,prepared by Al-Farooq Corp., signed and
sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of
Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact
Limitations:
I. See Design Pressure ratings in sheet 3 for unit sizes Vs reinforcement,shims& Sill adapter options
2. Min Three(3)tracks are required for all configurations. Optional 4-tracks& 5-tracks may be used.Min four(4)
pairs of cluster anchors(total=8)are required at each Head interlock/astragal ends and three(3)pair anchors
(total=6)at Sill interlock/astragaI into Cone. Ix or 2x buck to be properly secured and to be reviewed by AHJ.
3. Glass liter wider than 36"shall have two setting blocks per FBC requirements.
4_ Max. Panel width not to exceed 48"wide& 98-1/8"high. For series"Hi-Rise"any numbers of panels are allowed
which can be fit into overall continuous max door frame height— 100-1/4"&frame width=423"and not to exceed
max allowable frame area of 294 ftz.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami-Dade County Product Control Approved",noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for
sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#17-0717.06(former SIW Impact Windows,LLC)consists of this page 1 and evidence pages
E-1,E-2 and E-3, as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda,P.E.
MIAMI•DAdE COUNTY
NOA No. 19-0131.19
Expiration Date: August 31,2022
r Approval Date: March 07,2019
�'' Page 1
SIW Solution,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer`s die drawings and sections (submitted file referenced below)
2. Drawing No.W12-24 Rev C,titled"Series 600KM Alum Sliding Glass Door(LMI)",sheets 1
through 12 of 12,dated 05-25-12 and last revised on MAR 23,2016,prepared by At-Farooq
Corporation, signed and sealed by Javad Ahmad,F.E.
B. TESTS (submitted under files#15-0528.16/13-1212.10/#12-0611A3)
1. Test reports on 1) Air Infiltration Test,per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4)Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94
Along with installation diagram of OXXXXX and OXXX aluminum reinforced/non-reinforced
Sliding Glass Door,prepared by American Testing Lab of South Florida, ATLSF #1222.01-11
dated 04/27112, signed and sealed by Henry Hatem, P.E.
Note: This fide has an addendum letter 42, dated 08-30-12 issued by ATLSF, signed and sealed by
Henry Hatem, P.E.
C. CALCULATIONS
1. Anchor verification calculations complying with FBC2014 (51 Edition),prepared by Al
Farooq Corporation, dated May 19, 2015 and last revised on 02/25/16, signed and sealed by
Javad Ahmad, P.E.
2. Glazing complies w/ASTME-1300-02, -04& -09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their
"DuPont Sentry Glass 9 interlayer", expiring on 01/14/17.
2. Material properties data sheet of Santoprenel2l-67WI75 glazing gasket supplied by Central
Plastic Inc.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014 and letter of no financial interest,prepared by Al
Farooq Corporation, dated 05/08/15, signed and sealed by Javad Ahmad,P.E.
2. Lab compliance as part of the above referenced test report.
3. Addendum letter dated May 30,2012,issued by American Testing Lab of South Florida,
signed and sealed by Henry Hatem,P.E.
G. OTHER
1. This NOA revises NOA#12-0611.03,expiring 08/31/17.
Ish q 1.Chanda,P.E.
Product Control Unit Supervisor
NOA No.19-0131.19
Expiration Date: August 31,2022
Approval Date: March 07,2019
E-1
SIW Solution, LLC
NOTICE OF ACCEPTANCE: EVIDENCE ,SUBMITTED
2. Evidence submitted under previous files.
A. DRAWINGS
1. Drawing No. W12-24 Rev D, titled"Series 60OKM Alum Sliding Glass Door(LM1)", sheets
I through 12 of 12, dated 05-25-12 and last revised on JUL 06, 2017, prepared by Al-Farooq
Corporation, signed and sealed.by Javad Ahmad, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (former E.I. DuPont
DeNemours & Co.,Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/18.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(511 Edition) &FBC 2017(61 Edition) and letter
of no fmancial interest,prepared by Al Farooq Corporation, dated 08/24/17, signed and sealed
by Javad Ahmad, P.E.
G. OTHER
1. This NOA revises & renews NOA#15-0528.16, expiring 08/31/22.
3. New Evidence submitted.
A. DRAWINGS
1. Drawing No. W12-24 Rev E,titled"Series 60OKM Alum Sliding Glass Door(LMI)", sheets 1
through 12 of 12, dated 05-25-12 and last revised on Jan 08, 2019,prepared by AI-Farooq
Corp., signed and sealed by Javad Ahmad, P. E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
Ishdq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No. 19-0131.19
Expiration Date: August 31,2022
Approval Date: March 07,2019
�-z
S1W Solution,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,Inc. (Fortner E.I. DuPont
DE Nemours &Co., Inc. for the"Sentry Glass®(Clear and White) Glass Interiayers",
expiring on 07/04/23.
F. STATEMENTS
1. Letter of conformance to FBC 2017 (01' edition) and No Financial interest dated NOV 07,
2017,prepared by Al Farooq Corporation, , signed and sealed by Java Ahmad,P.E. (submitted
under File-417-0717.06)
2. Statement letter dated DEC 28,2019,issued by SIW Impact Window,LLC that it has sold all
assets of Exhibit"A"NOA(s), equipment's, accessories and"Know how" and No longer
manufacture the products and request to rescind the Exhibit"A"NOA(s), signed by Abdiel
Lopez,Manager.
3. Statement letter dated DEC 30,2019, issued by SIW Solution,LLC that it has purchased all
assets of Exhibit"A"NOA(s), equipment's, accessories and"Know how"and request Name
change of the Exhibit"A"NOA(s) ,signed by Steven A. Tourek, Secretary.
G. OTHER
1. This NOA revises# 17-0717.06(former S1W Impact Window,LLC), expiring 08/31/2022.
2. Bill of sale dated DEC 28,2018 between SIW Impact Window(Seller)and SIW Solution,LLC,
(purchaser),signed by respective company's representative, Abdiel Lopez,Manager and Steven A.
Tourek, Secretary.
3. Division of corporation listing of SIW LLC, as active status_
)(sNraq 1.Chanda,P.E.
Product Control Unit Supervisor
NOA No. 19-0131.19
Expiration Date: August 31,2022
Approval Date: March 07,2019
E-3
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e
�(4)PAIAS _ N
ANCHORS IN PAIRS / T FRAME HEAD = mI
_ AT HEM/SILL JAUB18,
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CORNERS12
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THESE DOORS ARE RATE'}FOR LARGE&SMALL MISSILE IMPACT. FhLSE TI NAL 3/8'SHUTTERS ARE NOT REWIRED. pPTOx -o.L OPG. o.L OFG. NEEP5 J —
(T PAIRS
-— AT FRAME SR L
i AT OF -
EACH
PANEL
RAMEL WIDTH <8(44Y.) 5�z.,
SERIES 'BOOKM' ALUMINUM SUDING GLASS POOR '- PAM WImH LL` w g�@ z
QESIGN LOAD RATING FOR DOORS TO DE AS PER CHART
SHOWN ON SHEET 3- a g.
TYPICAL FLENATI[lN =5➢w1[FUEYT�a _ a
NON-REINF RESIDENTIAL SERIES o.evlyl.F.Na NIS T+rIu` cc
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE (MAX. 4 PANELS) kwa.e CHc a W K y
AmY+.+`c NA 1"(-a131-4� ,
NCLUCEMENIG 9F THE Y H RIC E ZON)TLORIM BUILDING CODE ELIMa4�DM1 aYL ¢�.¢?
INCLUDING HIGH VELpCIIY HURRICANE ZONE(FAMZ).
BY OR 2.W000 BI:CHS.-CK FAS F.—.1 O111ERS,MDST BE
DES IGNEO AND INSTALLED ADEQUATELY TO TRANSFER APPIiFO PRODUCT LOADS ItJgP ;C�Iy
TO THE BUILDING STRVCFIIHE. pAYLTE OPENINGS:
ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SLBED NT DETAILS -
D.LO-HEIGHT = PANEE HEIGHT - 7,375"
AND INSTALLED PER A4NDF'S INSTRUCTNITIS.SPECIFIED EMBEDMENT To 945E D.LO.WIDTH= PANEL WIDTH -6,625' _
uATERIA SHALL BE BEYOND WALL DRESSING OR STUCCO. < u a w
POOR HEIGHT= PANEL HEIGHT+ 1.875" III IIIT T W
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, IT �i� it it
ALL SHIMS TO BE:HIGH IMPACT.NON-METALLIC AND NON-COMPRESSIBLE.
MATERIALS INCLUDINGBUT NOT DMTED TO$TE METAL SCREWS,THAT \ �f
MO COME I CONTACT
AL WUh OTHER DISSIMILAR MATERIALS SHALL MEET THE
AEOUISEMENTE Of THE 1111 FLOROA BUILDING CODE&.1 E0 SFPNGI _ T y_
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PRwor INFORMATION
FOR 0.SITE SPECIFIC PROJECT,1. LIFE SAFETY OF THIS PRODUCT,QEQuACY ` Jan0,2019 ��-
OF STRUCTURE RECEIUNG THIS ZRODUCT AND SEALING MOUND OPENING FOR MAT�OF =lye dewing np�
WATER INFILTRATIpIu RESISTANCE ETC.
CONDRIONS NOT SHOWN IN TH]S DRAWING ARE TO BE ANALYZED SEPARATELY, \';�s✓ , w�2-,ZQ
AND TO RE REMEWe�Br RDIMING OFFICIAL.
�lIII IIIIIII%' 9iIECl 1 aT I2
000a vnon
AooL.Part FEaD.
AT HI-RISE SERIES ONLY-. _(4)PAIRS
FOF PANEL W MS AF an' ANCHORS IN PAIRS / Al FR E HEAD _ m
AT HEw/siLL/,utMes—Z�
s 3/9'wx. _ EACH G
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U.L.OPc. AL oPC. 8• //WEEPS t^i-�o
AT FRAAEP SILL AT CEWER OF �-
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PANEL wiorN - REINF. HI-RISE SERIES 4 tl
PANEL MICTH u
n�T+l�C f NEYS6EP �'�
vlleevtnwuar,E.� i
Gv1Aia>,'�
NOTE
THIS rvoA ALLo'ws ANY NUMBER OF PANELS ON 3, RAC OR 5 TK T- u
FRAMES WHERE TESTED S'AE OOVBINAPONS ARE PRESENT
4W�t =1= rj
MA%. NOMINAL PANEL WIDTH 68" la R�n aid
MAX. ODOR HEIGHT= 100-1/4'
MAX. OVERALL DOOR FRAME AREA= 294 SO. Ff,
MAX.OVERALL FRAME WID7H=423•
f M.70592 kl s �, S'
I`.P: Jan82019��cJh a o'
[D BTATE OF =�6y` j draw'9 -
�f/�RIALti�x� sheet 2 ofly
DESIGN LOAD CAPACTTY-PSF ITEM PART} I QUANTITY DESCRIYfION RA]ERIAL 'MAW/Supy1;8R/R811ARK6 ii 3
1/2"SRIM SPACE 8/8-BRIM SPAc6 1A 702 i 3 TRACK FRAME HEM 606]-T6
FUN-REINP. REINF. RUTNF. IB mw-OM 1 _ '4 TRACN FRAME HEAD 506l-T6
A'kRnGE ReSTIgNTIAL S8R1ES RI-RISE SERIES EC_
SERIES IG SIw-001 1 5 TRACK FRAME HEAD 6065-T6 - 7. m
m.9RIERLUGB D.1NIEALOCK UIC.SRLE HA,INIERLW% G.slll[
vyRL 9SIIR.opop HL,tt S Tn "1 I ':]TW,GK FR�WE`JLL 60W-T6 - n
1 14 TRACK FRAIE 9LL 600-75 - F'F z R
6c,0 ffi0 65.0 90A 110.0 - - -- I 4 a8 6Pc, 50.0 50,0 90.0 98A 90,0 110,U M SPY-002 1 .. -5 TRACK FRAME SILL 6063-T6 - -_ m'S m�
IL
4]-]/l6' S0.6 6q.0 W.0 960 900 000 ]O] 2 !TRACK FRAME JAMB 6U6,T-T6 wN
48 84 SOOT a0,0 900 L- 98-❑ 90.0 110.0 TB AW-006 3 14 1RAC FRAME June 600-M - a, F
a)-]/lfl $O.0 0 9U.0 %.0 90;U 1100 'w 58!_UD] 2 E15 TRACK FRAME-0_ 6%0-16
90 TM I/PANEL f PANEL rap mL 6063-T6 - (}g w;V
4H SOO 50A .0 98 0 RU-n 1100 5 - E PANEL TIO
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a 6 )OS I/PARE. ON STLE 6063-T6 0
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707 T/P1wEL SHl-IN1ERLocK SHLF 600-78 -
4]-)/16 50.0 RDA 900 gab 90.0 I1q,0 I - ¢2
96 - - 8 708 1/RANEL HA-INTEfiOCN SIRE 60fl]-T6 - 4 w]LL e
46 00.0 80.0 90A 98,0 90.0 1 iOD
9 706 AS RE00. ASIR/I,AL SRLE 6061-T6 __
1L0-`/+ 50.0 60.0 90.0 98,0 900 110o sUW-T$ _ Q @ loa TOAB AS REDO 2-1/4"5LL AOAPH:R -
TOO - AS RE00. 2-]/4'SILL ADAPTER 6063-15
�D E� 10C ]NA AS REDD. 4"SILL ADAPTER 5063-T5 _--_
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II 12 703A A.
RF00. Am-a ANCHOR COVER -6061T6
AS IEL. GVSING GASI(Ef SANIOPRENE CET:fW1 sTcs n
- p g _ - vIL[W'SrtiI.P_P.IN..c. p0.TRoa uI'-I"P_-�1r N2Z6HK AS REO. N$S EL
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NON-REINF. RESIOEN77AI.SERIES REINF. Hf-RISE SERIES 21 YIa c t-I/z' sJ CORNEA pL,EI ccFuazr scRtw9 - PH 6M5
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STD. INTERLOCKS H-D-INTERLOCK ZU i
DOOR WIDTH Muir
AVERAGE PANEL WIDTH - -
NUMBER OF PANELS ¢»
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U!
ALL EATERIOR(+)LOWS SHORN IN GMAR15 ABOVE ARE
FOR ODORS ROT,4'SILL HEIGHTS.
FOR 2-3/4 SILL HEIGHT UMIT E)7I-)LOADS TO SD PSF
CDR 2-1/4"SILL HEIGHT UNIT En(,)LOADS TO 45.0 PSF T/4"HEAT STREN'C GLA55 i
SEE SHEET FOR DETALS WI
1UU'Im"kyer
ITWR HEIGHT MD wICTM SIZE MUST COMPLY 11) SentryGlos
Br'K,9.+r Ame a. oao:
EGRESS REQUIREMENTS PER FBC AS NEEDEO ^RL'111:[['REYNIEY "
1/4"HEAT STREN'D GLASS A"^�PITI¢6 w'rtY Ile FLNjA a14
Nu�u�ny CW4
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lu I � E�?evtion Wl 1�`_
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GLA55 CAPACITIES ON THIS SHEET ARE iGD Jan D,2D19�r ��
BASED ON A$TM E1300-09 (3 SEC. GUSTS)
, SThTE s� 1IAA tlmwln no.
AND FLORIDA BUILDING COMMISSION GLA7•ING DETAIL W12 z4
DECLARATORY STATEMENT DCA05-DEC-219 9/16'OVFw L-I cuss \ pygg'IG��`�„
�Oillln+`4 met}oT 12
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O 1-1/2"%i-1/Z'K i/8' CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY
ll.UM ANGLE As 70P&a°T M (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 7&8)
SECURED TO FRAME&STILE 52 n
r Z WIRH}10 SKIS.(1)PLR LEG
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RESIDENTIAL SERIES r^^
WITHOUT REINF. g g
41,
Ox-XO(sNOwN} , 4= Jan%209
9 �
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APPROVED CONFIGl1R GN ATISLLES
uat0 u+x K IGUR \/�...... jyijK%� :sheet 4 of 1p;
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(SNUwII) --� ... �-- EpLERIGR NOTE: IL a
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Ox CONFIGURATIONS SHOWN FOR ILLUSL PURPOSE ONLY n m I
(SEE APPLICABLE
ANCHOR INSTALLATIONS
IN SHEETS 7&S)
iHIS NOA ALLOWS ANY NUMBER OF PANELS ON 3,4 OR 5 TRACK
} 7C.�
FRAMESWHERE TESTED STILE COMBINATIONS ARE PRESENTMAX.NOMINAL PANEL WIDTH = 48'
MAX-DOOR HEIGHT - 1DD-1/4"MAX.DVLRALL DDOR FRAME AREA= 294 SQ. Fi MAX. OVERALL FRAME WIDTH 423' ewmi(� -
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xxx (SIIo-) EXTERIOR .7Db92 -1 `
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RFINF. HI-RISE SERIES � � ii �j�
Jxn B,2019 w� �
APPRTIVED T'[�NFIGURATIONS \,` STATE OF �lj�l fdfOxing t10,
�NLII.eIEG PANELS WN.cavEL wlQln A8" F4LNTi4L`.
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APPROVED CONFIGURATICNS
NOTE: x
urvH4irm YANELs uAY PavEL M+mN=�a CONFIGJW`IONS SHOWN FOR ILLUSTRATION PURPOSE D.NL" F' r�' p"`I 3 g _
(SEE APPLICAELE ANCHOR INSTALLATIDNS IN SHEETS 7&8) E.
THIS NOA ALLOWS ANY NDMBER DF PANELS ON 3,4 DR 5 TRACK
N....•w.y YM�kI CoNn1
FRAMES WHERE TESTED STILE CCMDINATIONS ARE PRESENT
MA _ _ a
x. NGMIKAL PANE.WIDTH = as rREINF. III—RISE SERIES vi=
Max. DOOR HEIGHT= IDa—I/a' WITH REINF.
MAX. OVERALL DDCR FRAME AREA= 294 50.FT- — -.
MAX.OVERALL FRAME WIDTH =423`
T,4II Ilflil�' o y
r_ ra9s o
'Li irlll HlAI`�`�V Is—1 6_ot12
TYPICAL ANCPDRS IA PUBS its
T CLUSTER OF R PARS AT STILE ENDS TYPICAL ANCHORS IN PARS IYPIGAL ANCHORS Ik PAR$ IYPICAL ANCHORS IN PAR$ I m
�$EE E.LEV.FOR SPACING �..CLOSTER OF R PAIRS AT STILE ENDS -CLUSTER OF a PARS AT SHIL ENES CLU5,ER OF 4 PAIRS AT STILE ENDS
SEE ELEV.FOR SPACING w "�, I'� n
v SEE fLEM,FOR SPACING SEE FOR SP.eCIUG
d 1BY OR 2EY D BUCK L- _ UETAL
fOGE G'ST. 3 t/+' (SEE rvOTE REL WOOw) 1 -S g , 1 I \ SRiUC1URES x ^V Iz
SPEC BELOW) n
CONCRE OO
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4 TYPICAL ANCHORS: SEE ELE,FOR sPACINa WWMI-DFOE-oumY Q w'm-2 a �
1/4 DIA.JLTRACON DY'1I CA• APPR'O MULLION ll 2 O n
{F-17 K51,Fy-.155 NSI) `1 SEE SEPARATE HOA J?N g U
INTO WCGD STRUCTJRES Q Ie f i
2"MIN, PENETRATION INTO WOOD(HEAD/JAMDS)
THRU
DRY OR 26Y PUCKS INTO CONC.OR MASONRY y s
'I 1-1/2" MIN, EMBED INTO CONCRETE(HEAD)
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P—12 of 12