HomeMy WebLinkAboutNOARECE- ED S(;HNNJzL,
SEP 15 201E BV
St. Luce Count
MIAMI•DADE PERMITTING 14nAMI-DADE COUNTY, FLORMA
• St. Lucie County, FL 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 O •.miamidade. ov/econom
Kawmeer Company, Inc.
555 Guthridge Court - 15
Norcross, GA 30092
.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. Tire 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 11IR--500 Flush, Dry and Wet Glazed" Aluminum Storefront System -L.M.I.
APPROVAL DOCUMENT: Drawing No. 1633, titled "IR500 Aluminum Store Front System - Large
Missile Impact' Streets 01 thru 10 of 10, dated 01/27/09 with revision No, 'Tr'dated 02125/13, prepared by
W. W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, 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,
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.
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 No. 13-0530.16 and consists of this page 1 and evidence pages E-1, E-2 and E 3,
as well as approval document mentioned above.
Tire submitted documentation was reviewed by Jaime D. Gascon, P: E.
VA�lx O.i$MIAMI•DADECOUNTY \. "l iratiOnD0I�
�AplIrovaMate: September 11, 2014
Page 1
TIN* _
Kawneer Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA's No.'s 11-0621.04 and 09-0218.08)
2. Drawing No. 1633, titled "IR500 Aluminum Store Front System - Large Missile
Impact' Sheets 01 thru 10 of 10, dated 01/27/09 with revision No. `BI", dated
02/25/13, prepared by W. W. Schaefer Engineering & Consulting, P.A., signed and ..
sealed by Warren W. Schaefer, P. E.
(Submitted uuderpreviousNOA No. 13-0530.16)
B. TESTS
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 marked -up drawings and installation diagram of series IR-500 aluminum
flush glazed storefront system, specimens No.'s 1A, 1B and 1C, by Hurricane Test
Laboratory, LLC, Test Reports No.'s HTL-G049-0402-11, dated 05/27/11 and
HTL-G049-0201-08, dated 03/07/07, specimens No.'s 1, 2, 2A, 5, 6, 7 and 8, both
signed and sealed by Vinu Abraham, P. E.
(Submitted underprevious NOA's No.'s 11-062-7.04 and 09-0218.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC, updated
on 08/17/11,prepared by W. W. Schaefer -Engineering & Consulting, P.A., signed and
sealed by Warren W. Schaefer, P. E.
(Submitted under previous NOA No.11-0621.04)
2. Glazing complies with ASTM E1300-04/ 09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc.
for their'DuPont Butacite® PVB Interlayer" dated 04/11113, expiring on 12/11116.
2. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlas® Interlayer". dated 08125/11, expiring on 01114/17.
v
Jaime D. Gascon, . E.
Product Control Section Supervisor
NOA No. 14-0430.28
Expiration Date: April 15, 2019
Approval Date: September 11, 2014
E-1
Kawneer Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (CONTINUED)
3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA)
for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on
04/14/18.
4. Exterior Dry —Glazed Push —in Gasket: TREMCO Part No. TR-14130E (Kawneer
Part No. 127-122), EPDM Dense Rubber Extrusion with 70 durometer ext. glazing
gasket complying with ASTM C864 Option II specs., ASTM D412, 1500 PSI, ASTM
D395B, 22 HRS 158°F.
(Submitted under previous NOA No. 11-0621.04)
5. Interior Dry —Glazed Fixed Gasket: TREMCO Part No. TR-14270E (Kawneer
Part No. 127-121), Closed Cell ("sponge") EPDM rubber compound, interior glazing
gasket complying with ASTM C509 Option II specification compression deflection
limit 20-24psi.
(Subraitted under previous NOA No. 11-0621.04)
6. Exterior Wet -Glazed Push —in Gasket: TREMCO Part No. TR-14271E
(Kawneer Part No. 027-074); EPDM Dense Rubber Extrusion with 70 durometer
glazing gasket complying with ASTM C864 Option II specs., ASTM D412 1600 PSI,
ASTM D395B, 22 HRS 158°F.
(Subraitted under previous NOA No.11-0621.04)
7. Interior Wet Glazed Slide —in Spacer: Santoprene Spacer (Kawneer Part No.
127-012), Dense Silicone Rubber Extrusion (Black) with 60 durometer compatible
with silicone glazing.
(Subraitted underpreviorrs NOA No.11-0621.04)
F. STATEMENTS
1. Statement letter of conformance to, complying with FBC 5th Edition (2014) and no
financial interest, prepared by W. W. Schaefer Engineering & Consulting, P.A., dated
04/14/14, signed and sealed by Warren W. Schaefer, P. E.
2. Statement letter of conformance with ANSI/ AAMA/ NWWDA 101/ I.S.2-97 and
complying with FBC-2010, issued by W. W. Schaeffer Engineering & Consulting,
P.A., dated 02/25/13, signed and sealed by Warren W. Schaefer, P. E.
(Submitted under previous NOA No.13-0530.16)
3. Statement letter of no financial interest and independence, W. W. Schaeffer
Engineering & Consulting, P.A., dated 02/25/13, signed and sealed by Warren W.
Schaefer, P. E.
(Submitted uuderprevious N04 No.13-0530.16)
Jaime D. Gascon, . E.
Product Control Section Supervisor
NOA No. 14-0430.28
Expiration Date: April 15, 2019
Approval Date: September 11, 2014
E-2
Kawneer Comnanv, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F: STATEMENTS (coNwam.D)
4. Laboratory compliance letter for Test Reports No.'s UTL—G049-0402-11, dated
05/27/11 and RTL—G049-0201-08, dated 03/07/07, specimens No.'s 1, 2, 2A, 5, 6, 7
and 8, both signed and sealed by Vinu Abraham, P. E.
(Sabin;tted Nader previous NOA's No.'s 11-0621.04 and 09-0218.08)
5. Proposal No. 10-1277 issued by Product Control, dated 01/27/11, signed by Manuel
Perez, P. E.
(Submitted ander previous NOA No.11-0621.04)
G. OTHERS -
1. Notice of Acceptance No. 13-0530.16, issued to Kawneer Company, Inc. for their
Series "IR-500 Flush, Dry and Wet Glazed" Aluminum Storefront System —
L.M.I.", approved on 08/01/13 and expiring on 04/15/19.
aaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No.14-0430.28
Expiration Date: April 15, 2019
Approval Date: September 11, 2014
E-3
NEE STORE
NOTES•
EXCEED
FROM MSBEN$ MYE BEEN WED, NUIYIED k MPRMFB TOR DESIGN PRESSURES NOT
J f%GEED NOSE SHO{'M W ILL:'AVA= LE DESIGN PR6AIRE U@E(S).
OPEmNGR BUCKWG & BUCNWG ACMNUS MW BE PROPERLY DEBGNFD & R63N.LED 10 NVISER
Iu0 L02DG W ME SWUCNRE
.NL IW2WMRE & FASTENERS SRA.L BE PI ACCORUWCE BUR DIM DRAWINGS & SNLLI NOT WN
NWI SPECNPAXY MEMONED ON ME DRAWNGS SPECIEEO ANCHOR INNER TO BASE MATERK BROIL BE
ENIND WML EWSH OR SMONA.
. WE OETNIS & SPECIFI DUNS SHORN HERON RME M WE PRODUCTS TESTED & PROPOSED FOR
FROM
ZONES (HMI).
iWJAWG SHALL BE CMABIE 01'
FOR MAX. O.LO, WIDTH,
2 1/2" SEE CLASS PRESSURE
TABLE ON SHEET 2.
I NO INCREASE W ALffiM E SIDES HIS DOE USED IN WE CERWRAW N OF M S PRODUCE UND LOAD
DUMOM FMTCR W - 1.6 WAS USED FOR VNW SE IN AULYS6 ONY..
0
10. VAIERDIS. DIMORRO BUT NOT LIMBED TO SIEEL MGM TNAT COME INTO COMPLY WM UIHER
UISVIOAR MMTERDLS SHUL MET ME RECUREMENIS OF FLORIN BUILDING CODE CHAPTER 24
N
i
CORNER & FRAME END CONSTRUCTION.
FRAIIF e0 COANER (AWII emF TO DER ILIA & IRA: IPM IS SOUIRE CUR, BUNCO 10 SIDE
y
wi
FASB M VIM WRM(0) 0. 12 X 1' MIIFS'EASIENEAS WROUM ME SIDE MEMBER INTO ME. HEN)
MFIIBFN SGREW SFUNES A SFNFD WILT SILICONE
MwjM N
ta
meDlE NLD EOWIEA IAOPIYem F. m R A !If\ HMO 6 MIND OR SMLWE M. BIMEO RI SNE FMWD
�E 0 (� w
wN FINE FASTENERS WRWBI ME SIDE MEMBER IWO ME HERB MINER $CROW
� I IN y
w WYO&2)�� WX15M/ �
r 4 i
g.!'E S�mRNER' ALL IS SOOLLWE CM, BMED TO STD , FASTE E0 WUH R6EE(3) ND. 12 X 1' PIPE
FASTENERS RRRWGN ME SIDE MEMBER WIO ME SAL MEMBER SCREW SWDNES & SEJED WIN SOXONE
z
I, 0 O
FR NE DOGR .LIMB :ILL CORNER SILL 6 SQUARE CM, BIRTED TO SIDE, TWINED WIN 1 JAMD IW
g O IJe
ASSEIALY. 1. PIVOT ASSEUBLY WAS ESRNED TO TO THY SIDE VAN MR" NO. 12-24 X 5/6' Ulu.
�
ME WRESHOW IS THEN FASIFNm M MNOT ASSEMBLY ON Two(23 NO. 12-24 X O/B' ENS & SENED
m OIQ
VON SNOJM.
(� J w
HOBZDMAL Fa NE t Le I IN ENO Do eE F,gF�M IS XORIZONTU. IS MWE W. BUMF➢ TO
a 6
SIDE. FASBE50 BIN WRFMET)NO. 12 X I- SS RUE EWENLRS WCo ON WE SOC MEMBER RIM WE
I'm
MMUIIOM NONCER SCRO41 B'ONEB & BELLED WIN SBICWIE
X¢ N
NpRMON3<I FRUE NIn LION FNn !A MIC AL TO DEN 161M. HDRIZONT&IS SOVARE CM. BMED TO SIDE•
2
JOINED VM A SNEER BLOCK (PART I21). WE $HOAR BM 6 EASIFNEO TO ME VERTCe1 FRAME MEMBER
a
WON MUR(4) NO. 12 X 12/B- MIE TYPE 0 SCREM ME HOAZOMN MEMBER 6 E.ASWID M ME SLEW
o
BLOC% YIN MREF(D) 0. 12 X 1' RDF 1YPE AB SCRUM EN11 CORNER IS SEALED WITH BOW 295 SILICONE
sERNNr.
I
II Tvor I IFRAME TO OPENING FASTENER TYPE .II
(1) CONCRETE SCREWS SHALL BE ELCO ULTRACONS, ELCO CRETE-FLEX, TRY RAMSET/RED HEAD
TAPCONS OR HILT] KWIK-CON II (HARDENED STEEL OR S.SJ.
(2) WEDGE/SLEEVE ANCHORS SHALL BE RAMSET/RED HEAD DYNABOLT, HILT] KWIK-BOLT 3, OR
POWERS RAWL POWER BOLT STEEL OR S.S.)
(3) ANCHOR TYPE 'F" IS ONLY A PUCABLE FOR USE V07H THE SILL ANCHOR BLOCK AT THE
VERTICAL DOOR MULUON BOTTOM END.
(4) WHILE 1/4' MAX. SHIM GAP IS SPECIFIED IN THE SECTIONS, A 3/8' SHIM GAP MAY BE USED
WITH ALL SUBSTRATES PROVIDING THE SCREWS ARE AS SPECIFIED IN THIS TABLE EXCEPT THAT
THE SCREWS TO WOOD SUBSTRATE MUST BE 1/4"-14 GRADE 5 SCREWS.
II 2 1/2'
2 1/2" I 6
FOR MAX. D.L.O. WIDTH,
SEE GLASS PRESSURE
TABLE ON SHEET 2.
,1°'
FOR MAX. D.LO. WIDTH
SEE GLASS.PRESSURE 2 1/2"
TABLE ON SHEET 2.
3 �
c
2 1/2"
JMIT THE
3LE
RE ON THE
UNIT TO
PSF MAX.
II 2 1/2' I II
II II I
II � II 16
II I � II
FRAME SCREWS OR
STRAP ANCHORS
ONLY REQUIRED AT
SIDE JAMBS WHEN
OVERALL UNIT HEIGHT
EXCEEDS. 96" (TO BE
PLACED AT MID -SPAN
OF SIDE JAMB),
J
CLASS CLASS
CLASS
TYP. FRAME OR STRAP
CENTERLINE CENTERLINE CE TERUNE
ANCHOR SCREWS WHERE
SHOWN FOR OPENING TYPE
EXTERIOR ELEVATION
A, C, D OR E, SEE "FRAME
MULTIPLE FIXED PANEL STORE FRONT ASSEMBLY
ANCHOR REQUIREMENTS
WHEN ANCHORED TO WOOD METAL STUD CONCRETE OR CMU``
TABLE" ON THIS SHEET FOR
R
SCALE:
SCREW REQUIREMENTS
(STRAP ANCHORS ARE NOT
HORIZONTAL STACKING C OVERALL NIT WIDTH
UNIT WIDTH IS UNLIMITED PROVIDING DIMENSIONS
APPLICABLE AT SILL)
N
SPECIFIED ARE NOT EXCEEDED. NUMBER H VERTICAL PANELS IS UNLIMITED BUT
FIT INSIDE MAXIMUM UNIT HEIGHT SHOWN.
&4IL11 F........
.MUST
`A1 *a3
L44IE: CMU IS APPLICABLE ONLY AT SIDES.
's� ...........
... yo -0'
,
IfQI L•SV '
4V:' CCU"
YRODUCTPRNBWED mVISM)_
,
��SW � ¢ .
0
mmvgUHyWg xDq UmPbRJa
m wmWYlnBwilh{W PIm/N1e�ZZO i1 / IIDMnB CWo .,-S�.G4�{ :fw1�i •V O _ i•FiQ O•
p INng,O10 1�: y mRPmw No rl30Z{'7 Z Gym
'MAXIMUM MNJMUM ALL wnuIL YRWJVR[
FRAME SCREWS OR UNIT LOAD (+/- PST)
/ II II OONTLYPREQUII RED AT HEIGHT (IN.) (IN1 REINFORCED REINFORCED
II I SIDE JAMBS WHEN
II II OVERALL UNIT HEIGHT r50 tN' A� �54i7�
II II EXCEEDS 96' (TO BE
/ II ttP. FRAME OR STRAP II PLACED AT MID -SPAN 120 50 1/2 N A 65.0
II ANCHOR SCREWS WHERE OF SIDE JAMB) 48 N A 68.4
II SHOWN FOR OPENING TYPE II 42 N/A 78.2
II B. SEE "FRAME ANCHOR II7 36 N/A 90.0
II REQUIREMENTS TABLE" ON II j 60 N A .2
70
THIS SHEET FOR SCREW 54 N A .2
MID -HEIGHT OF UNIT II REQUIREMENTS (STRAP II 4° 108 50 1 2 N/A 75.1
fl ANCHORS ARE NOT II - - 448 N A 79.0
II APPNCABLE AT SILL) II 42 N/A 90.0
II I6 / 60 N/A 75.0
54 N/A 83.4
II M%M4 102 50 12 N/A 89,
NONO1RIn10tf 48 N/A 90.0
II j II 96 60 90.0 90.0
II 11..SEE ELEVATIONS FOR DIMENSIONING OF
II I 16 1/4" MAX. LOAD WIDTH.
II / II O.C. (TP.) 2. ALLOWABLE UNIT PRESSURE SHALL BE
THE LESSER OF THE PRESSURE SHOWN IN
THIS TABLE & THAT SPECIFIED FOR THE
GLASS.
U B a 3. "N/A" DESIGNATES A SIZE NOT
', APPLICABLE TO THAT REINFORCEMENT
3" 3 3" 3 "I�T'`Ij'q CONDHON.
1 1% 1/2" 11/1/2' I-3• 4. SEE SECTION H2/8 FOR DETAIL OF
NON -REINFORCED MULLION & SECTION 111/8
EXTERIOR ELEVATION FOR REINFORCED MILLION.
MULTIPLE FIXED PANEL STORE FRONT ASSEMBLY
(WHEN ANCHORED TO STEEL)
scnLe 1/z'=t'-o'
• FOR ALL FRAMING & OLO. DIMENSIONS AND OTHER INFORMATION
NOT SHOWN, SEE ELEVATION ON SHEET 1.
• IF SILL IS CONCRETE, SEE ELEVATION ON SHEET 1 FOR SILL
ANCHORAGE REQUIREMENTS.
PP=UCTRSVI8SD
uaMPlylny�IminPrm�MP
BP9EIPe CP4e .gyp
AuePttnwNo GG
P P
gem ea�ftl
nmmplY�1U�BWO
W oelft
D 3-flI? 4a1.6
om
Mvvl ah PmJPva (baRO
(IN.) I OPTION I OPTION
, 2 & 5 3 & 4
115
38 7 4
65 -
90
NOTES,
1. SEE ELEVATIONS FOR DIMENSIONING OF
D.L.O. HEIGHT & WIDTH.
I.y
2. ALLOWABLE UNIT PRESSURE SHALL BE THE
Yb
zjQ
LESSER OF THE PRESSURE SHOWN IN THIS
TABLE & THAT SPECIFIED FOR THE VERTICAL
Hrv"'i
MULLIONS.
S. 'N/A' DESIGNATES A SIZE NOT APPLICABLE
ww
v"I
8y,RMMI-4
TO THAT REINFORCEMENT CONDITION.
K
LL
33�NZ
3
rc
N
im
c
ps $11-
1
C�'1 ••• LL 65yV1 i
001 J� O
—60 Z-
...
j
z .• .0
c
i�PF�V•o`•
Ingo•a
1633
SNFEI I
2
TYP. FRAME OR STRAP ANCHOR SCREWS WHERE
SHOWN FOR OPENING TYPE A. C. D OR E. SEE
"FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1
FOR SCREW REQUIREMENTS 51RAP ANCHORS ARE NOT
UT
MAX. D.L.O.
17" MAX. O.C. 1 1/2" 1 1/2°
III-- APPLICABLE AT SILL.)
41/2•MAX
{-- I I Al A2 A3 A4 �• .LI. C4'
6 6 6 6
L
2 1/2°
.'U,Ip'II,1'IL
6' MAX.
-F—
1
/....
THIS ANCHOR IS ONLY
it
7
REQUIRED WHEN DOOR
II 2 1/2•
OPENING. WIDTH IS OVER E7 E2 J
B
3°
80• & SUBSTRATE IS CMU
T
I y
r-------� I -- ---1�
II j
FOR FIXED PANEL
SIDE JAMB ANCHOR zo
o
// I I I i I
Q
II
REQUIREMENTS, SEE
F
e
ELEVATION ON
��
5"
I
II I II \\ II
II FOR MM. D.L.O. WIDTH,
II SEE GLASS PRESSURE
SHEET I. y
�,y yT.
// II
II / II III \ II
I TABLE ON SHEET 2.ir
MID -HEIGHT OF UNIT
II
4" tn� b awJ
6°
II / II I II \ II
II`
4• z a xm
3°
a
II I I
\
_
Ic
II
5"
f
TYP. E SHO SCREWS II / u
I / I
I WHERE SITYPE A, C.
OPENING TYPE A, C,I U �I
IIIAIbN p
I minlc9mrt
II reeoslrt�(
o? �S m
3 a
//
D OR E. SEE 'FRAME III
II
m m
rz 5..
/ I
ANCHOR 1
REQUIREMENTS TABLE°11 I II j II
11
11
II SILL
mm
fi
u
D ON SHEET 1 FOR 1 11 / I�
II SCREW REQUIREMENTSII 1 0 /
I� N CK
I L�
e2
6°
/
SEE ELEVATION ON SHEET 1 FOR
0 IR LARGE MSSIIE
IMPACT SEE MULLION END DETAI
16�/4'
OF THIS ANCHOR
C� IHFAD
-SWING DOORS
&SILL ANCHORS ON SHEET 9
& SILL)
)
35
0
UNDER SEPERATE APPROVAL
EXTERIOR ELEVATION D.G.
STORE FRONT ASSEMBLY WITH DOORS & TRANSOM
(WHEN ANCHORED TO WOOD. METAL STUD. _COINCRETF-OR_CMU1
SCALE: 1/2°=1'-0°
• SINGLE SIDELIGHT SHOWN, MULTIPLE SIDELIGHT CONDMON ALSO APPUES WITH
SIDELIGHT AT ONE OR BOTH SIDES.
• DOUBLE DOOR CONDITION SHOWN, SINGLE DOOR CONDITION ALSO APPLIES.
• HORIZONTAL STACKING & OVERALL UNIT WIDTH .IS UNLIMITED. NUMBER OF VERTICAL
PANELS IS UNLIMITED BUT MUST FIT INSIDE MAXIMUM FRAME HEIGHT SHOWN.
+/-65 PSF
ONLY THE DOOR/TRANSOM AREA & THE
PANEL SEGBONS DIRECTLY NEXT TO THE
DOOR AREA ARE RESTRICTED TO +/-65
PSF. FOR ALLOWABLE PRESSURE ON
GLASS PANEL AREAS OF THE STOREFRONT
ASSEMBLY AWAY FROM THE DOORS, SEE
GLASS AND MULLION PRESSURE TABLES
ON SHEET 2.
n
TYP. FRAME OR STRAP ANCHOR SCREWS WHERE ^•���
SHOWN FOR OPENING TYPE B. SEE "FRAME ANCHOR
REQUIREMENTS TABLE" ON SHEEP 1 FOR SCREW" 3
/ " " REQUIREMENTS (STRAP ANCHORS ARE NOT APPLICABLE
AT SILL)
rr S
FOR FIXED PANEL
SIDE JAMB ANCHOR
REQUIREMENTS, SEE
ELEVATION ON 'd
SHEET 1.
zro
so �
�S 8ggN
�z
9
�FF
z 823
rnoounnlmssD m ba i
35 ALLOWABLE DESIGN PRESSURE e.m Iy �"d"1 Ffdm' i ?
o (DOOR UNITS) �� !o_ n
UNDER SEPERATE APPROVAL O.C. /ZO•I. Si 'r
EXTERIOR ELEVATION +/-65 PSF
STORE FRONT' ASSEMBLY WITH DOORS & TRANSOM ONLY THE DOOR/NNNSOM AREA & THE—R—xuenn xaca�n�l }8
(WHEN ANCHORED TO STEED PANEL SECTIONS DIRECTLY NEXT TO THE .a"•'•••.,
SCALE: 1/2"=1'-O" DOOR AREA ARE RESTRICTED TO +/-66 %P
PSF. FOR ALLOWABLE PRESSURE ON 4, / /•� e
• SINGLE SIDELIGHT SHOWN, MULTIPLE SIDELIGHT CONDITION AI50 APPLIES WITH t{ •.•
GLASS PANEL AREAS OF THE STOREFRONT N
SIDELIGHT AT ONE OR BOTH SIDES. ASSEMBLY AWAY FROM THE DOORS, SEE U'+qd• M O o�'
• DOUBLE DOOR CONDITION SHOWN, SINGLE DOOR CONDITION ALSO APPLIES, GLASS AND MULLION PRESSURE TABLES
• HORIZONTAL STACKING & OVERALL UNIT WIDTH IS UNUMITED. NUMBER OF VERTICAL ON SHEEP 2, 40 `r
PANELS IS UNLIMITED BUT MUST FIT INSIDE MAXIMUM FRAME. HEIGHT SHOWN. ��,� tij p �j ,�`•!O� g
" FOR ALL FRAMING & D.L.O. DIMENSIONS, SEE ELEVATION ON SHEET 3. �2d .,• Z
b ♦ 5
rRODUQTDDNOWIID ' 6y...........`•�`4
moomNyNBmIh OwF' �530.16 'Bvxdipe ♦1 3
1633 B
sxFEi xo.
NymdpadoPmdun Q. of 10
17" MAX. O.C. 7 1/0-1
3
4 1/i• MAX.
1 1 2
3" 3
B B
�
6 6
�q
fi"MAX—
TYP. FRAME OR STRAP ANCHOR SCREWS WHERE
SHOWN. SEE 'FRAME ANCHOR REQUIREMENTS
TABLE' ON SHEET I. FOR REQUIREMENTS
(STRAP ANCHORS ARE NOT APPLICABLE AT 17 1/2• MAX. O.C.
16 1MAR. O.C. DOOR SIDE JAMOS AND SILL). (AT HEAD) (AT
—
(AT HEAD) 6" MAX 61 6 6 6 I 6' MAX.
(AT
0
= I wl � ® Ali II(IIII 1I MAIqGh11 I 1 a
q /& pIIIQIIIIIIII I I IIIII1II I I IIIII1qIInIII I1I II
I
IARj \\/ \
F
THIS ANCHOR IS
ONLY REQUIRED
ONLY REQUIRED
III
I 2 I/22 7 26°
5 WHEN DOORWHENDDOR OPENING WIDTH WIDTH II /IS OVER 60"
,IS OVER BO' & II SUBSTRATE ISSUBSTRE IS II cuuCMu
5.
YP. FRAME
SS OWN. SEE
CRES WHRI 'FRAME ANCHOR t35O IR LARGE 1
PAC5' REQUIREMENTS If MSSILE IMPACT OUf-SWGDOO
FMISSILE 1TABLE' ON SHEEr I OUT-SWNG DOORS
FOR l.& SILL ANCHORS
&SILL ANCHORS
n �= UNDER ERATE L__—____J I L—UNDER PERATE
= rAPPROVAL
I r=/i
96"
�96' MAX W.
FRAME WIDTH
OPENING--�{ I I— 101 MA O.FRAME OR H (F..)
101• MA%. FRAME WIDTH (F.W.)'' 1I IF`-1o1• MAIL FRAME vnoTH (F.w.)—' j
EXTERIOR ELEVATION EXTERIOR ELEVATION
FORE FRONT FRAMING WITH DOORS & EYEBROW TRANSOM ' STORE FRO FRAMING WITH DOORS & RECTANGULAR TRANSOM
(APPLICABLE WITH ALL SUBSTRATES) (APPLICABLE WEE ALL SUBSTRATES)
(DOUBLE DOOR CONDITION SHOWN, SINGLE DOOR CONDITION ALSO APPLIES) (DOUBLE DOOR CONDITION SHOWN, SINGLE DOOR CONDITION ALSO APPLIES)
SCALE. 1/2"=i'-O' PMUUCTRIRVIMD SCALE; 1/2'=1 -0• 111111E
u ovmptYMgwithamPloMa \\,IQ it d;
ALLOWABLE DESIGN PRESSURE AavN°nb 30.Zs `����,,.••••••
(DOOR WITH TRANSOM UNITS)
+/-65 PSF p1YleM dalNduncemml �IU -
PRODUCT W �FlaHdn %3; ={i� O
5C.Rul'--
3_ /202 1�
!
i., �ry,yAdYM.n....
FRAME SCREW -
PER ELEVATIONS
1/4" MAX.
iHIM AT EACH
ANCHOR
SEA ANTS [
BY OTHERS
EMERIOR
8
PEN ELEVATIONS SECnoN D1
SCALE 1/2 FULL 6
SUBSTRATE BY
FRAME SCREW
OTHERS PER
PER ELEVATIONS
FRAME
ANCHOR
1/4" MAX.
REQUIREMENTS
SHIM AT EACH
TABLE" ON
ANCHOR
SHEET i
SEALANTS
BY OTHERS
ux
to
wi
GLA
INO
EXR�SCC
-
DETAILS
SECT] sHEEr e
SCALE: 1/2 FULL --
(FRAME SCREW INSTALLED)
FRAME SCREW
SUE
PER
ELEVATIONS
Oh'
REQUIREMENTS
TABLE" ON
SHEET 1
"FRAME AN
REQUIREME
:H TABLE' ON
SHEET 1
1D
EXTERIOR 23
SECn� EE DETAILS
ON
SCALE: 1/2 NLL 6 SHEET 8 N
EXTERIOR SEE
ON
S
w 4
1/2" MA
SPACE
LE
x
IG DETARS
B
1/4" MAX.
-SHIM AT EACH SU
ANCHOR PEI
RE
FRAME SCREW SECTION Q2 ON
PER ELEVATIONS 55LE: 1/2 FULL 6
(FOR DETAIL NOT SHOWN, SEE SECTION C1/6)
SUBSTRATE BY OTHERS STRAP ANCHOR SCREW PER ANCH(
PER "FRAME ANCHOR REQUIREMENTS TABLE ON SHEEP 1
REQUIREMENTS TABLE"
ON SHEET 1 -� \ � \
E)TERIOR -.
ALTERNATE SECTION /1
SCALE: 1/2 FULL
6
(STRAP ANCHOR INSTALLED)
FRAME SCREW
PER ELEVATIONS X
i
SUBSTRATE BY
ER PERFRAMEANCHORREQUIREMENTS
TABLE" ONSHEET
d5!
1
EXTERIOR
'`�" ,--SEE GLAZING
rcb
sEcn0N DEFARS ON
N�,
SCALE: 1/2—FULL fi SHEET 8
WHEN THIS HEAD SECTION IS USED, THE
did�g
d '
ALLOWABLE DESIGN PRESSURE ON THE
ENTIRE UNIT SF ALLp)( 9MXIMUM
o
z t A
+/-65 PSF.
1=l6028
5'
�iy
A
Zvd 29
i
3R
SEE FOOTNOTE 14 BELOWBY
ANCHOR REQUIREMENTS TA&Ta gip.
SHEET 1FOR THE OPTION
"011 W "ltt� , A
�3J�y� tt
e
HAVING A 3/8" PERIMETER SHIM
GAP IN LIEU OF THE 1/4"
��,,,��Q •
�4 •••
••'•.• `Jy�'•-
SPECIFIED IN THESE SECTIONS..
'� �ye4'M
opt a%
w� ) 0
.._ il,k �i
IFS
3Y OTHERS PRQDMcrReNEweo
ANCHOR row2pall e, m.
i 2 z
�� Jt /
,�yy`
IS TABLE" BWNog�? 7a.-(y'.iYS�'n:"'^;;,pO�.o�
-eX
i3
TI
1/$ MAX. SHIM AT
Tl
FRAME WIDTH
—
EACH ANCHOR
SUBSTRATE 6!
2
O HERS PER
'FRAME ANCHOR
REQUIREMENTS
SEE GLAZING
TABLE' ON
DETAILS ON
SHEET I
SHEET 8
FRAME
SCREW PER
ELEVATIONS
IXTERIOR
EA ANTS
BY OTHERS
SECTION m
SCALE1/2 NLL 7
(FRAME SCREW INSTALLED)
SHEET 8
n
IL--
350 1R LARGE MISSILE
IMPACT OUT -SWING II
DOORS UNDER II
SEPERATE APPROVAL II
I I
EMERIOR II
SECTION E7
SCALE: 1/2 FULL 7
I 1/4" MAX. SHIM
'} AT EACH ANCHOR 1/4° MAX. SHIM AT� FRAME WIDTH EACH ANCHOR
FRAME WIDTH --- SUBSTRATE BY 3
OTHERS PER
"FRAME PER
REQUIREMENTS
TABLE' ON
2 SHEET 1
I
EXTERIOR
`-SEALANTS
BY OTHERS
SECTION Dz
SCALE: 1/2 FULL 7
1/2' MAX.
SEALANTS
SEE FOOTNOTE #4 BELOW
SPACE
BY OTHERS
ANCHOR REQUIREMENTS TABLE ON
ALTERNATE SECTION o1
SHEET 1 FOR THE OPTION OF
SCALE: 1/2 FULL 7
HAVING A 31C PERIMETER SHIM
FUZING
(STRAP ANCHOR INSTALLED)
GAP IN LIEU OF THE 1/4'
S ON
SPECIFIED IN THESE SECTIONS.
8
BC
1/EACH ANCMAX. SHIM HOR AT
I
FRAME WIDTH
SUBSTRATE 6f
OTHERS PER
FRAME ANCHOR
1 O 17
REQUIREMENTS
TABLE" ON
41
SHEET 1
3 350 IR LARGE MISSILE
IMPACT OUT—SWING
DOORS
DUNDER
OORS
21
TE APPROVAL
FRAME
—
------Zt
68
SCREW
PER
�.
ELEVATIONS
_
350 IR LARGE MISSILE
IMPACT OUT —SWING
DOORS UNDER
SEPERATE APPROVAL
SECTION Ez
SCALE: 1/2 FULL 7
`SEN ANTS 1` / IXTERIOR
' BY OTHERS
SECTI�
SCALE: 1/2 NLL 7
PRODUCT NET•1QWED PRODUCTRBVISED
d�mmlrm¢.•naaenm+ae �royryw¢Wlwum:
p=m No 3•o
Mimi eae Pmaucl Control / AieniTh de lhvdunC
SHEET 8
'EXTERIOR
¢
J
z�rc
�s
�o
Up
p, 5
�v
(L
rc
Zzjrc
�
Zc
c�
0
Its. `.
FRAME WIDTH
35D IN LARGE MISER
IMPACT OUT —SWING
DOORS UNDER
SEPERATE APPROVAL
/ 1 EXIERIOR
SECTION
SCALE 1/2 FULL B
SEE CVSS
OPTIONS BELOW. "PROGLAZE
OR
E%IERIOR
_ 8 SSG
5/8" MI BN ITE F_____j L
W.
SECTION x1
SCALE: 1/2 FULL1, 8
(REINFORCED MULLION)
EXIERIOR
5/8" MI BN NE
SECTION 112 EXTERIOR 10
SCALE: 1/2 FULL 8 SECTION d
(NON —REINFORCED MULLION) . SCALE 1/2 FULL Kp
COWNUOUS WOOD MEMBER
OR LESS IN THICKNESS THAN A
2X_ BUCK TO BE MIN. 4 1/2"
SSG DEEP (NOT REQUIRED WHEN
SHIM SPACE IS WITHIN SUBSTRATE BY
ALLOWABLE DIMENSIONS SHOWN PER FRAME At
IN SECTIONS). REQUIREMENTS
TYP. GLAZING DETAIL
(WET GLAZED: SINGLE GLAZING BEAD CONDITION) TYP. GLAZING DETAIL
GLASS OPTIONS (WET GLAZED), (WET GLAZED; DOUBLE GLAZING BEAD CONDITION)
OPTION_1- 9/16" THICK LAMINATED GLASS BY EASTMAN (1/4" HT. SE/O.09 SAFLEX PVB/1/4- HT. ST.)
OPTION 2: 9/16" THICK LAMINATED GLASS BY.OUPONF (I/$ HT. SF./0.09 DUPONT BUTCTE PVB/1/4" ITT. ST.)
0�10 3: 9/16" THICK LAMINATED GLASS BY DUPONT (1/4" HT. ST./O.09 DUPONT SG/1/4" Hr. ST.) I
OPTION 4: 9/16" THICK LAMINATED GLASS BY EASTMAN (1/4" HT. ST./O.10 SAFLEX HP/1/4" HT. ST.)
GLAZING
LS ON
SEALANT BYE
OTHERS FRAME SCREW L
PER ELEVATION
k "FRAME
ANCHOR
REQUIREMENTS
TABLE"
OPTIONAL DIRECT MOUNT DETAIL
TO SUBSTRATE WITH SPACER ;
HEAD SECTION SHOWN WITH HEAD FRAME PART O1 B; SILL & I
SIDES -WITH OTHER APPLICABLE FRAME PARTS MAY BE INSTALLED
THE SAME (NOT APPLICABLE WITH STRAP ANCHOR INSTAUATONS).
(FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS)
z OtOv
�(jMy
foam
8�N
mH I
PRODUCE RENPW=D S!y m O
mmmplYUevvi�6 Wa PIaM1 . U
rnouvcrE16P1sfiD DutMN4 0.�6 '"{w ¢ alma
mmi0PIYloXmi'4Na19orW0 pypnttNo AZQy7 �z�:u a °)Om
909d108 Code ,,(( '^ tl 41 w .
GLASS OPTION (DRY GLA2EDT: EC0`Pm'mNo Gay
OPTION _5:. 9/16" THICK LAMINATED GLASS BY DUPONT 19 WE.,. udePmducic>b'ed 'ebbs • • •• •O�'`t� 6;
(1/4" HT. ST./OD9 DUPONT SG/1/4" HT. ST.) M1.wllMdo Z/Y! M• •*P�.AP�4 0la
0v
MULLION END CONNECTION DETAILS AT VERTICAL
MULLIONS ALONG SIDE DOORS
(TYPICAL AT SILL ONLY)
3
10 t1
5• 3. 3• SILL ANCHOR
MAX. BLOCI(
DOOR SILL
_____�
o�
SILL ANCHOR ANCHOR TYPE r
ANCHOR TYPE F
(3 ANCHORS PER SILL ANCHOR BLOCK)
3
10 1
5' I" MIN. S8L NC AHOR
LIAX. BLACK
DOOR Slu
ANCHOR TYPES
SILL AN HOR °g" g "p"
ANCHOR TYPE B
(4 ANCHORS PER SILL ANCHOR BLOCK)
JSILL
1"DO0 0 0 0 0R TYPE A" 11
SILL ANCHOR
ANCHOR TYPES A & D BLOCK
(7 ANCHORS PER SILL ANCHOR BLOCK)
4.952
F 4.952-j
Ip HEAD FRAME o.o90
D(RECTANGULAR
UNITSI
F— 2.869 —i F— 2.500 —{
0.090,
2so0
0.125
5.000
1C HEAD FRAME (RAADIUS
& RECTANGULAR
UMLS
JAMO.M� 4.952-0
DOOR
5.000 �@ 0.092500 O@
0.090
Try
0.172 T
.000
0.100 1.500
�-- 3.000
THP SILL FLASHING
4.952 -- {
-4
0.075
I-- 1.933
EA GLASS
STOP
--0.694 1.250 E--
0.090 1 I 0.090
2.500 2500 21 1.850 1-H
1 0� 8C G SS
7OHORIZONTAI 8B GLASS SOP
6B C.O.C. BAR WRH OUf FIN SLOP
0.357I'-
1.838 —{ T1OOO,
.60.063 O.OBO 4.656LL IS73
0.497
(9)HP COVER
eaoOucrRP1>sIY�
amNIlM.vilh.6e Plorie
8u9EM9 Coda
1.455 AaWUma NO ••
10 DEEP POCKET FILLER MM
__ 0m e<IcaOa
-- 1.000 1.000 1.000 u) W � ,� a
1.00o I.000 t.000 1.00D•
t� d N
n AAIl�Yf1C AI nrY AT i?iy.. Z
M,
ff
id
42
TWA DESCRIPTION I MANUFACHIRFR/NOTES I0.020 �1.748
PARTS
M6063-TG UNITS 6063-TES ALUMINUMR UNITS 6063-T6 ALUMINUMA ..' 6063-T6 ALUMINUM0.498
uNTIS 0.080 2.710
UNITS 6063-TES ALUMINUM6063-T6 ALUMINUM6063-T6 ALUMINUM6063-TES ALUMINUM 6063-TES ALUMINUM 13 OP CKEf
6063-TES ALUMINUM PtA.CEOATHOING CAAL6063-T6 ALUMINUM MID ENDS
GLAZING CAVITY INSERT
__. _._ ENDS
0.845 I--- 2.500 --' 0.134 1.000
-- 4.282 --�
16A STEEL REINFORCEMENT
-
4.656 5.000 0.090 F 0.134 1.096
F- 4.194 -�
--4.656 d[O.Oso - 166 STEEL REINFORCEMENT
14 OCKET LER 15 HW
17
0.800 POCKET INSERT FIMULLIO-3.650..
0
0.531
2.500 --I
18 PRESSURE
TAME
T_--I
�I--2.000
1.2B2
LF0.070
1.062 0.062 1AB4
LP2500�
L o.osa
p0 DOOR STOP Y1 SHEAR DLOCK
is PRESSURE
PLATE ICOVER
500 �-- 3.000 --I 1.500
STRAP ANCHOR S116WN IS FOR A
2 SCREW PER ANCHOR
_CONDITION. 3 SCREW/ANCHOR
CONDITION REQUIRES A 9' LONG
ANCHOR. 4 SCREW/ANCHOR
-CONDITION REQUIRES A 127 LONG
-ANCHOR. Ni1TE'. ANCHORS MAY
BE CONTINUOUS FOR EACH
-CLUSTER OF SCREWS OR BE
-SEPERATE FOR EACH SCREW)
-6.000. 9.000 OR 12.000
1.500
MULTI -SCREW ANCHOR . SIN -S REW ANCHOR
22 STRAP ANCHOR
�1� mRmvlWyOuo�m�m�ana.
30.28 lwwlE.0
f -O so.1.6
zp�9 "`"°m 2
/ inCw�nol -
1 0.591
0.493
0.087
(@PUSH ON
GLAZING
GASKET
1 0.674 i
0.691
0.OB0
31 EXTERIOR PUSH
GASKET
I���G
252 _ T-0.062
�--� 1.0800 -
23 SNAP -IN
FILLER
�; � 1 0.458
0.s21 g
k 0.298
INTERIOR FIXED
GLAZING GASKET
m o
Z
C
,3,o
SEA
oil
� a
p5�00
Gz
3�0
v