HomeMy WebLinkAboutProduct Approval (3) � E, "16 �
S .LUCIE COUNTY BUILDING DIUSION
REVIEWED FOR 0 LIANCE
REVIEWED Y
RATE .
MIAMI-DADS PLANS AN15 i ERNHT IlLliST$E k'ZP ®NJOB MIAMI DARE COUNTY
EMS S OR NO V6PECTION WILL BE MADE, PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.tniamidagLgov/economy
CGI Windows&Doors
10100 NW 20 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(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: Sx%esIippeel Extricied_ ►li5nuxur►i Tu1eI�iIliauu T;7
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 Ahmad,,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 fled 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 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
MIAMI•DADE COMMY Expiration Date: Marcli 28,2018
Approval Date:August 13.2015
SI{�1j5 Pagel
CGI Windows &Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under 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. RTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2,
signed and sealed by Vinu J. Abraham,P.E.
(Submitted.ander 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 shuctural analysis, complying with FBC-5 1h
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-5" 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.
(Submitter)under NDA No. 08-0331.07)
3. Laboratory compliance letters for Test Report No. RTL-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 Hurricane
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.
Product Control Ean ner
NOA No.15- 20.08
Expiration Date: March 28,2018
Approval Date:August 13.2015
E-2
TLE
325
A5 O W9.
3
2000
IOD f f
3• —TYPICAL y
4.000 GLAZBIG PRODUCT �O g
2000--1 'NM, 3 J.
0.l L:
Ix-.332 W\4 a60• 000
la.
SX .332 W\3 c p el
CUP ANGLE pp
6063-T6 y„ y Q Q
1X2 MULLIO.063-76
N )A• O
O�^�d
I 5.125 6ADD
I�]GOD �125 I 2000 3.000 A00F J 0
II II 71
3' 3• I O
1.-2000
125
3.000 .000 4'000 '}y' DIMENSION MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS �� I
MULUON If-IN. HORIZONTAL OR VERTICAL '
L L-- 2' 1.688 SEE WINDOW OR
OR
APPROVAL FOR FASTENERS SIZES AND SPACING a
3' 2.688
4' S.fi80 LMULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. O Cj
6• 5.688 AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED Z; W
Ix=.9502 W\4 IMPACT AND NON-IMPACT RESISTANT PRODUCTS. Oj N o
SX a.6335 W\3 Ix=29762 IN\4 < N N n
S.=1.4887 W\3 .715 O NM n
1X3 MULLION RECTANGULAR ALUMINUM TUBE MULLIONS Z z �
6063-T6 2X4 MULLION USING MULLION PROPERTIES ONLY o;3 0_
6063-76 NOTES: �'-O`Q"
L675 ,1 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE f m
Y'-21000-1 125 I REG IREMEMS OF THE R.ORIDA BUILDING CODE INCLUDING NIGH VEIOGD'
I fl- HURRICANE ZONE(IMIZ).
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPLICABLE BUILDING CODE REQUIREMENTS LF--WIND LOAD,NATER
INFILTRATION.FORCED ENTRY RESISTANCE,SAFEGUARDS ETC.
41000 WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER
�^1003� LOADS TO THE STRUCTURE u 6
II 125 MULLION CLIPFOR 1 BY TUBES ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS D18EOo 0
CGI-]83 TO BASE MAIERML SHALL BE BEYOND WALL COVERING(STUCCO,DTE ETCME)NT t Eq o
6063-T6
ANCHORING CONDITIONS OTHER TWIN THOSE SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL
325 6.000 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS RW ROOD ONLY.
[-1,700-1MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS,THAT
COME INTO CONTACT WITH 07HER DLSSIMOAR WQERIALSASRML SCREWS,
THE
m o
CORD 'Tzs REQUIREMENTS OF THE FLORIDA BLDG.CODE. o d
INSTRUCTIONS -�e
USE CHARTS AND GRAPHS AS FOLLOWS. _
2AOD .125 `
STEP 1 DETERMINE DESIGN LOAD REQUIRED PER A111 7
L FOR PARTICULAR OPFIGNC. �r AAVAD�y� O�UGTRBVIRED y
$J�'� USE DADE COUNN APPROVED GLAZING PRODUCTS MEETING CIVIL Pl*a'g W UxFtmidaLu N 33
ABOVE LOAD REDORIENINM, EVA /70532 MIdm�--
Coo 3
STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT DAN.]538 No 1 20.0APPROVAL. Dak Ix=2.0374 IN\4 USING GRAPHS ON SHEET 2 SELECT MULUON SIZE WITH10374 WW Ix=8.2757 NN\4 .STE♦=}' DESIGN PANIC MORE THAN DESIGN LOAD SPEOFED U (5MProduASx=2.7588 W\� IN STEP 1 ABOVEdrawing o.
MULLION CLIP FOR 2BY TURES U51N0 ANCHOR TYPES ON SHEETS 4 h 5,AND ANCHOR GRAPHS M95-13A
1X4 MULLION 2X6 MULLION ccI-395 S 5 ON SHEET 3,SELECT ANCHOR TYPE WITH DESIGN RATING
6063-76 W6l-TB 6063-76 MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. [heeL 1 Df$
MULLION LOAD CHART MULLION LOAD CHART MULLION LOAD CHART
1' EEL GLUM.TUBE + IKiBl/B nLUM.TUBE NO al`B ALUH-LUBE 1A^ J N
ND STEEL IX:Il%2 NO 6TEEL CGI3%3 pp NO BTEE1 CGllX4 'v i
MULLION Z h Z
0 3
PRODUCT PAODUWC
f
50-El.-
se
B 38•/B"IBJI sf wD.
6 m m Wl � wz V 0 enl
pgaa
om Oamrc�
J m xorm`N`N.MULLION LL a o
Nm _
wm N^-----
"aumc
e- e-
6-
GLAZING GLAZING o y
S _ - PRODUCT PRODUCT O K
d MULLION SP4N Z {I��
m2e 26 30 36 d0 TA lam
65 60 65 70 76 BB 96 m20 26 30 33 90 46 60 65 60 65 70 75 80 55 m20 25 30 36 46 60 56 60 66 70 76 00 96
TpIHUTARY lam-INCTfEs TItIeUTARY WIDTH-INI]SS TRIRl BUTARY YIO1N 1NCHE6
MULLION LOAD CHART MULLION LOAD CHART 3 N"'
B TLNIE �' 2.6x1/0 ALUM.TUBE TYPICAL MULLION ARRANGEMENTS
2 .I. num.
No STEEL CG12%d 0- ND STEFl. CG12%
6
id- t" WIDTH(W) = x c9 0
5 U
BA HU 6 ANqq b tl
�m
Mg
7t t/d MULLIONS RATED IN THESE CHARTS MAY BE DRIE14TED
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED) _
lee •-
Fn96.aVAD AH WD PRODUCrNBYISFD
CML plyin81�i1D d.Fluldn _
Bt
Di
]0. 2 FT
RBD �a2 13z L2 B 1.D15 ozdcP omal dmw nq no.
"'' M95—13A
20 25 30 35 �B 0.5 60 65 60 65 i0 Ts B0 B6 28 26 3e is 40 45 SB s5 60 63 TO 76 B0 Bs MULLIONS
TRIBUTARY YIOTN-]10}tF.S TRIBUTARY MOTH-IBES sheet 2 O1$
y 2 ANptORB AT MULLION EN09 ORB TYPE A 4 A Ms AT MILLION ErIDB p 2 AN Ji0R0 AT HULLION NUSI ANpIBG9 AT MULLION
fN09
:i pNUIORB iTPE B 3- 6P
3
Ikkk
0-6 ~
+I 3
b'
.
�mm I
3 sP
4-1
•i� d• 4 ��, 6' Q O
Ell
Zs 8yrym B p tot I.
pur o m
_ O
6 G us Z��o
+ ANCHORS TYPE A m ANbTlpps TYPE B
n20 26 30 36 4U 46 60 66 60 66 T9]6 60 B6 20 26 30 36 4tl 46 60 66 N 66 ]0 T6 BB Q m2H 26 30 06 D 46 60 60 b6 ]0 T6 80 05 28 26 30 O6 4tl 46 6E 66 60 65 TO T6 80 BS
TRIBUTARY MOTH-INCHES TIQBUTARY vIOTH-ZNCNEB TRIBUTARY MOTH-=ms TRIBUTARY NIOTX-INCHEB N
2 ANCHORS AT MAl10N ENOB m d ANCHORS AT MULLION M. 2 ANCXORB AT MULLION FN09 4 ANCHORS AT MULLIDV F 9
J
ANCilOR9 TYPE BH gg� ANCHORS TYPE BN q�+ NSNOpB TYPE BF ANCHOR6 TYPE BF � gg
OVAC
c ^
1411
6 3/- Z O W
V\ Al
yy yV O �N^m
n � 3 cl r0
9mm - 9m - gm
ZZZ o 300_�
6P ~ LL ,sjn 3 av
0
m29 26 30 36 40 a5 60 65 60 66 TO 76 m20 26 30 36 40 46 60 66 60 66 TB 16 80 Bfi 2tl 26 O0 30 40 46 60 66 60 65 ]tl 16 00 e6 N2B 26 30 05 40 46 60 66 6O 66 l0 15 B0 BS uuIHEREIN COVER
ONE ANY ANCHOR
SHOWN
TRIBUTARY YZOTN-INCHES TRIBUTARY YIOTN-ZNLNE6 TRIBUTMY —l"-INCI�6 TRIBUTMY UIOIN-INCHE6 �J�sgF S
cuv xoaz6xrAL NULUON BE NOTE;
IYa
ANaroRs "P`ANtlro ARCHES TO nsaatm LOCATIONS AT HEAD,SILL OR JAMB
71 "P` ENDS.
MIDE 'w ANCHOR LOAD CHART FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU S. w
_VER
np s ANCHORS'A' (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)
NUW.A APPLICABLE TO ANCHORS INTO 213Y WOOD BUCKS OR WOOD STRUCTURES
OR THRU 1BY WOOD BUCKS INTO CONCRETE
ANCHOR
RODUD7
PRODUCT ETAR!I ANCHORS'B' FnBr:UV ANYAO ' 9
APPLICABLE TO ANCHORS INTO CONCRETE ra�O'uCTREVISEDCML
CIA2WC CIAI0:0 PIYurg rvDh UmFImTN FU PE!T0592
PRODUCE
LAO
ANCHORS'BH' Nmcc p_'='oC5-042D'8 t) 6
�ot>P APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS e.ruvrm Da° +'IDz / $ d u
ANCHORS - OR THRU 1BY WOOD BUCKS INTO MASONRY
WI W2 YULWN 59ANUY / drBYi ng no.
ANCHORS'Rr
APPLICABLE —D [ou0+ M95-13A
TYPICAL MULLION ARRANGEMENTS WIDTH(W) a WI 2 ORTHRUBY WOOD BUCKSR NTOYMASONRY TO GROUT FILLED BLOCKS JUL, 8 2015
sheat 3 61 5
r` x
VLTRACON �y"v
'.1/PNGIE '?.1/4.0 Ul1iUCON p Ot VOO B CK Yom'
:9•" 2/ANCIE .p_3P-ANCdE TO NASONRI' 2 m z
z ALUM ANGLE 2 AIVYXPNGIE �! : G
kk 3
6 Z/S.M.S. — 12�AN 2 uuM axcL�E C aa{
• S 14 SIA& _—- ---- G S
3/ANGLE -
__ __ ___ l4WACON 1Q-
L'-- Z__ MIN.EMFIED V p N
-- A pp
• _: �/ANGLE
Q p Q Q
G ¢
-MULLION MULLION Q
MUGUON
.— •'CONCRETE OR
NAGONRf BLOCKS
IV OR 28I 16/OR 2BY
WOOD Bo-1GiC WOW BUCK
MULLION NUWON
2%2 X 1/B- 2%2 x 1/B- �' I
ALUM ANGLE "' ALUM ANGLE " - a a
2-5/B-LONG 2-5/B-LONG MUWON 2 PLUM 0.4C1E n
O
.4 a ]-5/B-LONG .�
___-1__-----
--- ------- '^ Q
1 I C,F
J
1 I I N O W
iQ� _ �
I� j2�5 Zi 3�MT
— n
3 O
• i �i O_n
' I
1.500 1300 U
MAX. .. m _ 0
1
2 SCREWS PER SIDE REQUIRED FOR 3•TUBE MUWONS t
CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 17x2'TUBE MULL L300 - q
MAx.
2 SCREWS PER SIDE REQUIRED FOR 3"TUBE MULLIONS
CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1'X2-TUBE MULL N Q 6
g 6
MUWON I 3 SCREWS PER SIDE REQUIRED FOR
4-&S.
TUBE MULLIONS 2.
2
ALVN AN0.E I I ..
I I P 14 S.M.G. c m 3 9
------------
i z/ANGLE
I I 2000 j l S =3
iMN. i ; NO—miS ANGLES RT.10. �
MARBLE S
OR TRIM
g II 1 I Figr..YYGb A}WAD PRODUCT REVISED L
M 92 plyingwiW Nrc Flmld,
Btilding Code f5-04,M� -
i.�• AUrylantt No nQTB
Iml�Due ! § b
:::;:A;T 4 UL 2820
8 28 5P' M95 913A
aPREC15f CONCH 9 I
L/4.OURAACON
1/ANGLL E
sheet 4 of 5
•._�%ate SR'`� YO a/*'p uLlRdcoN
ltUI.UBN cl.a* aNCIF •CUP.NlLI.E re Nnsohar �� �3
4.„ MIIwoN CUP
•a MULUON CUP G
.a a
__-__ :.a � ___—� _____ i3ls Lmtl puBEo On!
8
i gg
L---__ <
iliaN
Y� gG
NllLUON MULLION --_ C 1 L
MUWON Q a
pONCRw 0R
N.t50NRf BIOG(S
18Y OR 28Y iBY OR 26Y
wOOO BUCK MULLION WOOD Sul
MUWON
ta
MUWCN O
a
00
____rte____._ �° -a ____r.1_____ e •.� N'p
z
045 n_a
II II II ZX P —x
II
Q�
8
aZ ??
MUWON t 1 B
I I n
0
NOTCH Cm TO SEE SHEET 1 FOR APPLICABLE MULLION CLIP TO
mm lkw SIU- `
OR TM 10Y OR 2BY TUBE MULLIONSB„ ,v,Ysn nnxeo FRODUCTREVISEU �
AND FOR FABRICATION OPTIONS OF MULLION CUPS 9" gyp, as wmply"ugwilhthefladda S
M PE 70.592 8¢'."p Cad g.
! I Ow 1
W.D.. � � d
""'.':' - •,p;-." htivli me emdua Cm`mo/, drawing no.
lV/ M95-13A
utmncaN
t1 emuJU 28 2015 sheeth.lol$
'+.SIU.;a•. I 1–J/a'M➢!.UJBEO
A
Z
F�
ACC65 HOLE/14 K 1/2'S.M.S. 0 t
Y.O
r
WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. SEE CHART FOR QUVMES TUOE MUUIOR Q.. �
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM of
AND TRANSFER THEM TO THE BUILDING STRUCTURE _- OO 0 F o
z
ANCHOR N0.OF N�
TYPICAL ANCHORS: SEE ELEv.FOR sPAciNc mE G Sc �1 F
.o
TYPE'A'-],/4"010.ULTRACON fdt''f1C0'(ru-177 KSI,Fy=-155 KSI) _ Q�1
____________
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES r-- -T
1-1/2'MIN.PENETRATION INTO WOOD j r--�
THRU 1BY BUCKS INTO CONCRETE THIS SCREW rJv1 BE I I 814 R 3/a Fx SMS
1-1/4"MIN.EMBED INTO CONCRETE wsrAULv IN�� I t PFR CUP AT 1X2✓k 1X1 MUWON
DIRECTION 1� 2 PER CUP AT LARCEft MUWONS
TYPE'B'-1/4"DIA.ULTRACON BY'ELCO'(N=177 KSL rya155 IM) 1' I an
DIRECTLY INTO CONCRETE
I
i-1/2"MIN.EMBED INTO CONCRETE I MULLKIN
1/8'THICK ALUM CHANNELI 1Br OR 2.TUBES 'd' O
TYPE'BH'-1/4"DIA.ULTRACON BY'ELCO'(Fu-in HSI,rye155 K9) LENGTH TO FTE SNUG-//1 ; N a
INTO MULLION t Z
DIRECTLY INTO HOLLOW BLOCKS
t � O qy N o
1-1/4'MIN.EMBED INTO MASONRY ¢ p1
3 N�
THRU iBY BUCKS INTO MASONRY
1-1/4"MIN.EMBED INTO MASONRY ANCHORS DETAIL #1 z zz�
NEPAL TO NEPAL COHNFCIION O O
TYPE'Br- i/4"DIA.ULTRACON BY'ELCO'(Fu-177 KSI,ry-155 15) 3 _o-
DIRECRY INTO FlLLED BLOCKS
1-3/4'MIN.EMBED INTO MASONRY
THRU 1BY BUCKS INTO MASONRY
1-1/4"MIN.EMBED INTO MASONRY -
TYPICAL EDGE DISTANCE "
IMO CONCRETE AND MASONRY=2-1/2"MIN. P� B
INTO WOOD STRUCTURE= 1°MIN.
INTO METAL STRUCTURE=1/2'MIN.
WOOD AT HEAD,SILL OR JAMBS SC=0.55 MIN.
CONCRETE AT HEAD,SILL OR JAMBS I'c=3000 PSI MIN.
C-BO HOLLOW/FILLED BLOCK AT JAMBS 1'.-200D PSI MIN.
:oma
�c
Eugr.JAYVM K PPRODUCI'REVISED
QVIL pE/ 'Plyiee with the Florida _ r
AGN 35TBT�92 Uml, Cbdc 15-04140.08
A<tc�teox No y a.
��/ Br o
Mi Dade Product drawing o.
M95-13A
J C.hael 5 of 5