HomeMy WebLinkAboutProduct Approval (3) I � 1
RECEI`.'�D JUN 2 i 2016 std I e .",z gAGDIV.
REVIEIVED FOR CO r CE
REVIEW93)li.Y
MIAMI•DADE DATE _ MIAMI-DADS COUNTY
FLAB'S ANO E 'MUST BLr n L'pRODUCT CONTROL SECTION
DEPARTMENT'OF REGULATORY AND E(MalQF8NW4BE MADE.' 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE'OF ACCEPTANCE (NOA) www.minmidagtgov/economy
CGI Windows&Doors
10100 NW 25`11 Street
Miami,FL 33172
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(AHI).
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 proposes. 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
u
DESCRIPTION:See l'pc , xtriiledIsninirin Tiibt�illrn dI;1Y
APPROVAL DOCUMENT: Drawing No.M95-13A, titled"Mullion Elevations and Details", sheets 1, 2,
3, 4, 4.1, and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al-Farooq Corporation,
signed, sealed by Javad Ahtnad,;P.E., bearing the Miami-Dade County Product Control Section 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 Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
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.
TERDIyNATION 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 NOAH 12-1220.15 and consists of this page 1 and evidence pages E-1 and E✓2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.15-0420.08
C
•DAUECOUPITY ExpirationDate: Marclt28,2018
"'. ' Approval Date:August 13.2015
pol
115 Page 1
CGI Windows&Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted tinder NDA No. 95-0929-39)
2. Drawing No. M95-13A, titled Series"Mullion Elevations and Details",sheets 1,2, 3,
4,4.1 and 5 of 5,dated 11/25/95,with revision G dated 07/27/15,prepared by Al-
Farooq Corporation, signed,sealed by Javad Ahmad,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94
2)Uniform Static Air Pressure Test,Loading per FBC;TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Small Missile Impact Test per FBC,TAS 201-94
5)Large Missile Impact Test per FBC,TAS 201-94
along with marked-up drawings and installation diagram of casement windows mulled
using a 1"x 2"x 1/8"aluminum tube mullion,prepared by Hurricane Testing Lab,Inc.,
Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2,
signed and sealed by Vinu J. Abraham,P.E.
(Submitted under NOA No. 08-0331.07)
2. Test reports on: 1)Large Missile Impact Test,Loading per SFBC,PA 201-94
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Hurricane Test Laboratory,Inc.Test Report No.
HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S.Marshall,P.E.
(Submitted under NOA No. 95-0929.39)
3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per SFBC,PA 202-94
along with marked-up drawings and installation diagram of fixed windows mulled
using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering &
Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by
Hector M. Medina,P.E.
(Submitted under NOA No. 95-0929.39)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51
Edition (2014), dated 04/13/15 and 07/25/15,prepared by Al Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.
2. Glazing complies with ASTM E1300-09
Manuel P ,P.E.
Product ControlVxainer
NOA No- 0.08
Expiration Date: March 28,2018
Approval Date:August 13.2015
E-1
CGI Windows&Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-P Edition (2014), and of no
financial interest, dated April 13,2015, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad,P.E.
2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1
and 2, issued by Hurricane Test Laboratory,Inc., dated 03/26/08, signed and sealed by
Vinu J.Abraham,P.E.
(Submitted under NOA No. 08-0331.07)
3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by
Hurricane Test.Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S.
Marshall,P.E.
(Submitted under NOA No. 95-0929.39)
4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hun-icane
Engineering'&Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina,
P.E.
(Submitted under OA No. 95-0929.39)
G. OTHERS
1. Notice of Acceptance No. 12-1220.15,issued to CGI Windows&Doors for their
Series"Clipped"Aluminum Tube Mullion—L.M.I., approved on 02/28/13 and
expiring on 03/28/18.
Manue Per .E.
ProductControIE an ner
NOA No.15- 20.08
Expiration Date: March 28,2018
Approval Date:August 13.2015
E-2
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Ix=.732 Ix\4 ya„OO• T.
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6x m.332 W\3 CLIP ANGLE V
6053-76
0`0 y Q
1X2 MULLION IY• FB
b063-78 moo--lS.Izs M✓� g SSSG
I 6.OD� a e VP1�
1•-1000-y�.t� z000 3-000 A00 �2{T
II WIn ai0
2-000
3.600 IES 4.000 'W' DIMENSION MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS TJr I a
MULLION •W'-HN• HORIZONTAL OR VERTICAL
2• 1.668 SEE WINDOW 02 DOOR APPROVAL FOR FASTENERS SIZES AND SPACING D
3•_ 2.688 O
L6' 5688 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. OCj
AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED
Is=.9502 I.Y\4 IMPACT AND NON-IMPACT RESISTANT PRODUCTS.
Sx a.6335 IOU Ix a 29762 R1\4 ¢ r
S.>1.4881 uA0 ,715 n^
1X3 MULLIOMULLIONS ;cl3
2X4 MULLIORNM UAA ON Y o6063-TES 60W-16 U 0
L675 .IBS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
p----2-000--L REQUIREMENTS OF THEFLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
I _['I� FLORII
HURRICANE ZONE OMR).
L ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPLICABLE BUILDING CODE REOUIREMENTS I.E.WIND LOAD.WATER o
INFILTRATION.FORCED ENTRY RESISTANCE,SAFEGUARDS ETC.
WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER
1000 LOADS TO THE STRUCTURE. -
�125 MULLION CLIP FOR 1 BY TUSFS ANCHORS SHAUL BE AS USTED•SPACED AS SHOWN ON DETAILS.EMBEDUENT °
CGI-J61 TO ELISE IAMF OAL 5HALL BE BEYOND WALL COVERING(STUCCO.THE CC.).
6063-T6 ANCHORING CONDITIONS OTHER TRAM THOSE SHOWN IN THESE DETAILS e? g
ARE NOT PART OF THIS APPROVAL
JES 6.000 1700 A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS Rao WOOD ONLY.
COME INCLUDING BUT NOT DISSIMILAR
TO STEEL/M S S SCREWS.THAT
Jam. COME IMO SOF THE
WRIT OTHER DISODE. MATERWLS SHAH YEEf THE u u Tt
0.000 REIHfiRENElIlS OF INE FLORIDABLDG.CODE
INSTRUCTIONS: r
USE CHARTS AND GRAPHS AS FOUDM o
zoo0 d25
moo
STEP 1 DETERMINE DESIG LOAD REQU RED PER ASCE 7 c
FOR PARTICULAR OPENING, D�9r�vpO MwPRODUCTRBVISBD B
STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS INFERRING CAL w mplyu,gwlth Uro FlmldA 33
ABL U OVE LOAD REQUIREMENTS. FTA #A.
9z DvTldiug Colt = 3
STEP 3 USE---ON TO MULLMN AS PER PRODUCT CAx. A=Ilo 1 ZQ-0,9 Y E.
0.000 APPROVAL 'I�y1tMFanDate
Ix2.0374 IN\4 USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH o b
Sx=1.0187 IN\3 Ix=8.2757 Lu\4 STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED RY
SIC>2.7586 m\3 IN STEP T ABOVE JU 1015 Mitm PTodmN droWin9 no.
MULLION CLIP FOR RY T BESUSING ANCHOR TYPES ON SHEETS 4 6:5.AND ANCHOR GRAPHS
IM MULLION 2X6 MULLION Cc1-395 STEP 5 ON SHEET 3.SELECT ANCHOR TYPE WITH DESIGN RATING M95-13A
b063-TB 6063-T6 6083-TES MORE THAN THE DESIGN LOADS SPECITIM IN STEP 1 ABOVE. ehee[ 7 0l 5
MULLION LOAD CHART MULLION LOAD CHART MULLION LOAD CHART {�V A
l'r2'rl/6'ALUM.TUBEm Sw3w1/6 ALUM.TIIOE ir4w1/6 AWN.TUBE VERMIL 1A^ J
NO 6TEEL CoI1%2 NO 6TEEL 0621%3 ND STML LCIM ,v
WZ Z
NUON q
e ppN
U3q�
PRODUCT PRODUM 13 y.
LL bG
3B /B" 0
WI Io—`� 0 C A LL
m a a 6 Cf,
99 - ARCHEB ro GE WSGOBm O
Am pm Som _ Oi90E flELTMWIM 9NPE 0 dI W K
m HOWIDNIAI YUISJON j Z. o
—_ — _ _. �•GLAZING Q W�E
a
0• B"
-- 4-1 a -- GLmHG6lA9NC
PRJD111UCf PROWCf Uj
O�
3 10 N O W
m26 25 30 36 40 45 60 55 60 65 70 75 60 85 q20 W 304 V. 40 46 60 56 69 65 76 75 60 65 m20 25 36 35 46 45 60 65 60 GS 76 75 80 BS ttULWN SPAN O N N
MfaUTARY KDTH-INT31E5 TRIBUTARY—M INOF03 TRI6u—wm-INCHES F v{
3NM
MULLION LOAD CHART MULLION LOAD CHART TYPICAL MULLION ARRANGEMENTS
+1 2war1/e ALUH.TUBE 6 B" 2w6w1/0 ALUH.TUBE Z Z
ND STEEL cczzz4 s6 ND BIFEL cc2n16 WIDTH(W)
7a- a 1
t—�
ea Nu sAN y���
63
N
is
�m �m m2222
iL
NOTE.
o� 74 t/ate MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED 0 8
VERTICALLY OR HORRONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED) _
l08
'I'JAMMLANSUD PROOUCTREYISII) � •F
FIA E/70592 P13i. rilh 6m FL611dA _
a4 Cie ),5]6 Euliding Lode
FRm QHa -���le
m �
3r 13z ( B 1.015 M DadePmdutl drawing no.
M95-13A
m2B 25 36 3n 48 45 60 65 60 65 70 W B0 86 20 26 3B 35 0 45 ;ass 60 65 TO 76 GQ BS MULLION S
iRIBUTMY KOTH INCHES TRIBUTARY VIOTH-INCF�6 ShCet 2 0{1j
m 2 ANCN0R0 AT HULLION ENDS 9 ANCNOfl9 AT HULLION EN09 m 2 AN JfOP9 4T HULLION EN09 {ANCHORS AT IpAL311N EMS �t
w ANCNOHS TYPE p " v
dNCNORS TTPE 0
SP
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B.
O p
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�m B 6
Ste.
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W
��;LLa
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v ANCHORS TYPE A `W^�
�caTAi m ANcx6ps TrvE e
�rarer
SO 26 30 35m 40 q6 6I 66 60 IS 76 B0 B6 20 2S 30 36.66 {6 60 66 6S 66 70 i6 B0 66 n2B 26 30 3 q0 {6 60 66 60 65 J0]6 B0 66 Z0 26 30 36 40 d6 60 66 60 6S ]0 16 10 IS
ISUTARY IOTH-INCHES T41tY H30IN-INCHES TRIBUTARY MOTH-INCHES TRIBUTARY IO -INC-
2 ANCHORS Al—ON EMIR m d ANLTIORS AT HLLLION ENDS g 2 ANCHORB AT Ig1LlION EMS I ANCHORS AT HULLm EMS
ANCHORS TYPE BH ANCHORS TYPE ON :i ANCHORS TYpE II ANLXORg TYPE 8p
KF
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36 3 N C3W
p
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0 TR3SUTAAY NZOTN-3NCHE$ TpiBUTARY 420TH-INCHES TRIBUTARY NTDTH-3NCNE6
iRIBUT46Y O IS -INCNE6
mp HORIzowa NUWON 1,uffil R"
AxcxoRs WP NlCNOPS ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
ARCS TD BE jLAR SHAPE
ANCHOR LOAD CHARTS
REED LOCATIONS AT
mE PECTAN6VIAR HEAD,SILL OR JAMB ENDS.
FOR ANCHORS DESCRIPTION SEE SHEETS 4 7HRU 5. m m g
GTA9No (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) o m 2 E S
Ec _
VE�y PRODUCT 3 ANCHORS'A'
NUUION APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES __ y
3 i OR THRU 10Y WOOD BUCKS INTO CONCRETE
PRODUCT PRODUCT Ar�R+Mro/� ANCHORS'8' P
FigN A4VAD ANYAD � g
APPLICABLE TO ANCHORS INTO CONCRETE unmm0���^1, Ft6ACA CML
owai. cumlc
PRODUCT Wp ANCHORS'BHDw1a�Bim= TIA PE msBz
y PROWCf ' �rj-DOZD.C$
ANCHORS Aaaeplanm NA 6�PiroHaROmA
`N�icHDRs APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS
OR THRU 18Y WOOD BUCKS INTO MASONRY
W1 W2 uuumx SPAN UY drawing o.
ANCHORS'BF' Miran nada PrWuN ^
WIDTH(W) — W1 W2 APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS M95-13A
TYPICAL MULLION ARRANGEMENTS z OR THRU 18Y WOOD BUCKS INTO MASONRY JUL. 8 2015 sheet 3 of 5
3/4'0 ULTMCON
1/ANGLE •a.1/4'a ULTMCON NaTCR VDOD BUCK
.TO ACGD UDATE
2 ALUM ANClOE 9 2 AXl AIXPHCLBE �✓ANGLE .CL�.ANGLE TD MSOARY O
8 14 S.MS. 14 SJI.S. 2 AALUM AN AE f' _
2/ANGLE 2/ANGLE Qd g
L 9 14 SMS. Q d �+
° `•° 3/ANGLE - _—_ GC1
_
---s--- __ do o
= a O W
-MULLION MULLION ___- Q IF 0 G
LLulzut_$
MuwDN •' ZZ(Ory�Iy SaC
T. CONCRETE OR a W^C
MY OR 20Y RASDNRY BLOCKS O
WOOD B CK 10Y OR 2DY
MULLION MUWON WOOD BUCK a
2X2%1/0' 2%2X1/B' �!
AWN AICLE ALUM.LONE
2-B/B'LANG 2-5/8•LONGG
LIUWON 2%2%IB
ALUM ANCIE Ci
• a J-S/!'LONG O
° 3___ ___
T__-_
.08 w
o
2: �pM Sri'
Z
Z �n
� I
0
1.000 1SOD
T
2 SCREWS PER SIDE REQUIRED FOR 3"TUBE MULUONS
CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2"TUBE MULL 1.wo S 8
xsw.
2 SCREWS PER SIDE REQUIRED FOR 3"TUBE MULLIONS a.
CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 17X2"TUBE MULL q H 8 6
MULLION t2 6
1 i 3 SCREWS PER SIDE REQUIRED FOR
4"&6"TUBE MULLIONS
2X 2X 1/B'
ALUM ANGLE I I
I
-----------, I o n
I r I z/ANGLE
�i NOTCH ANGLES TO �-
I N MISS MARBLE SRA
g I I OR TRIM
.3 IN 1 E-JAM ANMAO PRODUCf REVISED '� 3
Om pIyilSlvN,Nm FWda 3
fa.IS/Tosaz BuiiainDCoda 15-o4uL q8 .. k
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.. Bh Lion DNe µl8 v $............. -!j
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flu 4'. I/4•DIA.ULTMCON M95-13A
1/ANGLE �'
' sheet 4 of 5
•'J/4'0 ULTRACON -�
I/ BT
ANGLE .1 4'P UI.TPACON NCH'VODD BUCK Z
MUWON CUP 9...
MULLION CUP ?/ANGLE .TD ACCDKDGNTE G
ty° °•.• CLIP,ANGLE TB HRSONRY r k m 3
MULLION CRR'
1 _____ 8= I(i a $i __ 9 4'0 ULTRACON G q
09
1 A" 3/B'MPI.EMBED $3 O a Q qQ
MULLION MUWON LL Z pp�
MUWON a TN
°CONCRETE OR
NASONRY BU)CISS
1BY OR 26Y 1Bf OR 2Bf
W000, MULLIONON
ycx WOOD 6 BUCK
MUWON
• � m
MUWON
° O
i_____ ____i
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---------------
1 I
1
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I I
I 1
t
O ry
V
70
ss RB SI SEE SHEET 1 FOR APPLICABLE MULLION CUP TO
OR TRU � LL 113Y OR 2BY TUBE MULLIONS
AND FOR FABRICATION OPTIONS OF MUWON CUPS En9r.MVAD AR— PRODUCT REVISED T
e Nam -
CNd mwmPlying.�ilhl6e FImNA ..
M PE!70592
1 e CLAN.7558 A pili-o No m d t
::•:::::....... •a :. DAPI dosDAl. S $ a t
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.'::::..•..n
CON..•. � u Mime' aProduMC drmT'ng no.
°PRECASTNC' 8 I ° • 1/4'OLA.ULTRACON lllll////l
' 4 1-3/8'MIN.EMBED M95-13A
I/ANGLE J 2015 sheet a t or 5
Z So
0
AIX:FSS HOLE C
114 X 1/2•S.M.S. V g N
WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. sEE cPARf FOR 011ANRIIES TueE 6IULLION G
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM C
AND TRANSTHEM TO THE BUILDING STRUCTURE OO L
_____________ r SS
MIQIOR SCR OF 015 W
TYPICAL ANCHORS: SER ELEV.FOR SPACING TYPE D
SCREWS
TYPE'A ,I/4"DIA ULTRACON BY'ELCO'(F-177 NO,b-155 KSI)
INTO 20Y WOOD BUCKS OR WOOD STRUCTURES r-- -7
1-1/2'MIN.PENETRATION INTO WOOD j
THRU ISY BUCKS INTO CONCRETE TMS SCRLW CAN BE i ci 014 X a 4 FH SMS
1-1/4"MIN.EMBED INTO CONCRETE iNSTAUED IN EITHER i I 1 PER CGP &DO MULLION
DIRECTION ygWt tlAs I 1 2 PER CUP AT 1X2 AT LARGER MULLIONS a '�
TYPE'B'—]J4"DIA.ULTRACON BY'ELCO'(Fu=1]7 NSI.q'=155 KSI) I �
DIRECTLY INTO CONCRETE o
1-1/2`MIN.EMBED INTO CONCRETE I I MULLION o w
1/8'THICK ALUM CHMMEL t HEY OR 29Y TUBES ted' 0 t
TYPE'BH'-1/4"OTA-ULTRAMN RY'ELCO"(FU-177 KSI.Fy=155 KSI) LENGTHTO
O MUON N O w
DIRECiIY INTO HOLLOW BLOCKS I eyn m
1-1/4"MIN.EMBED INTO MASONRY
THRU 1BY BUCKS INTO MASONRY
1-1/4"MIN.EMBED INTO MASONRY ANCHORS DETAIL 41
METAL TO METAL CONNECTION O 3 O
TYPE'Br- 1/4"DIA. ULTRACON BY'ELCO'(iL-tn K51,I'y=155 KsD 3 _o-
DIRECTLY INTO FlLLEO BLOCKS
U g
1-3/4"MIN.EMBED INTO MASONRY �---�
THIRD 1BY BUCKS INTO MASONRY
1-1/4"MIN.EMBED INTO MASONRY o p
TYPICAL EDGE DISTANCE m
INTO CONCREZE AND MASONRY=2-1/2"MIN.
INTO WOOD STRUCTURE= 1"MIN. °4 o B
IMO METAL STRUCTURE=1/2"MIN. c 8
WOOD AT HEAD,SILL OR JAMBS SO=0.55 MIN. B
CONCRETE AT HEAD,SILL OR JAMBS 1'0-3000 PSI MIN.
C_90 HOLLOW/FILLED BLOCK AT JAMBS 14n-2000 PSI MIN. gl _
B°c
E g,JAVAO MEAD PRODUCT REVISED g
CNI- Plyi"B With the Flmide r 33
f1A PE 470592 "!c!wptm=No!�M
dr°w'ng no.
(� M95-13A
Ju fl 2Afsheet 5 of 5