HomeMy WebLinkAboutNOASCANNED
BY
MIAMI-DMADESt. Lucie County
MIAMI•DADE
BE
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
reHAAII—DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 3I5-2599
www.m iom id nd e.eov/economy
Kawneer Company, Inc.
555 ridCourt
WEMr
Ikm
RUE,
(OPY
Norcross,GA 30041
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 shallnot 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 "IR-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. `931" dated 02/25/13, 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^, Largc and SnrallwMrssile-I'm act Resistant
LABELING: Each unit shall bear a permanent labet 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 pr6vided 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.
The submitted documentation was reviewed by Jaime D. Gascon, P.-E.
• MIAM4DADECOUNTY _ � � Y� ,' NOANo._I4-0a3t1:2$' Expiration Date: April 15, "19
Approval Date: September 11, 201,1
Page 1
II
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. `Bl", dated
02/25113, prepared by W. W. Schaefer Engineering & Consulting, P.A., signed and ..
scaled by Warren W. Schaefer, P. E.
(Submitted underprevious NOA 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 IA, 1B and 1C, by Hurricane Test
Laboratory, LLC, Test Reports No.'s HTL—G049-0402-11, dated 05/27/11 and
H L—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 under previous NOA's No.'s 11-0621.04 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 E1300-04109
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 °SDuI'ont Butacite0 PVB Interlayer" dated 04/11/13, expiring on 12/11/16.
2. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co„ Inc.
for their "DuPont SentryGlas® Interlayer". dated 08/25/11, expiring on 01114/17.
JaimC D. Gascon, r. L'.
Product Control Section Supervisor
NOA No. 14-0430.28
Expiration Date: April 1S, 2019
Approval Date: September 11, 2014
E-1
Kawneer Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATE, RIA.L 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 H specs., ASTM D412, 1500 PSI, ASTM
D395131 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.
(Submitted 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.
(Submitted 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.
(Submitted trader previous NOA No.11-0621.04)
F. STATEMENTS
1. Statement letter of conformance to, complying with FBC 5eh 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
(Stibmilied under previous NOA No.13-0530.16)
3. Statement letter of no financial interest and
Engineering & Consulting, P.A., dated 02/25/13,
Schaefer, P. E.
(Submitted under previous NOA No.13-0530.16)
E-2
W. Schaefer, P. E.
independence, W. W. Schaeffer
signed and sealed by Warren W.
Jaime D. Gascon, P,, L
Product Control Section Supervisor
NOA No. 14-0430.28
Expiration Date: April 15, 2019
Approval Date: September 11, 2014
Kawneer Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F: STATEMENTS (CoNT am.D)
4. Laboratory compliance letter for Test Reports No.'s HTIrG049-0402-11, 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 scaled by Vinu Abraham, P. E.
(Submitted under 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 underprevious 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.
f
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No.14-0430.28
Expiration Date: April l5, 2019
Approval Date: September 11, 2014
E-3
Ak
1 HAVE BEEN =ED, ANALYZED & MPROVED FOR DESIN PRESSURES NOT
. "Ill0'dA01E OOEM PRESSURE um(s),
NO FASTNFRs MUsT Be PROPERLY DESIGNED & ]INSIAIIID TO MANSFER
SHALL BE W ADWRDWCC NTH WERE CRAVINGS & SMALL NOT VAR!
ON TIE DRAWIRGS. SPOMM ANCHOR EMBED TO BASE INTERNL SIWL BE
SIWL BE WARE OF
FOR MAX. D.LO. WIDTH,
2 1/2° SEE GLASS PRESSURE
TABLE ON SHEET 2.
2 1/2"
FACTOR Cd a tb NAS USED TOR SCREW NULTHA ONLY.
p
10.51JURCH
NA O STEEL. INTO CONTACT WRIT ORION
WQMOWG BM HOT TEVTEO TO THAT
UINTS OF FLORIDA RIAN:
DISSIMMR NATFRDLB SPALL MEET THE REWIRELRMS OF iEOWADING CODE LW.PIFA RD.
DIS HAT
S
CORNER & FRAME ENO CEN_cn?iCTON:
MAE READ COMO Qo Mr TO mu I & IR1' NEW 6 SOLVE CUT, BMLD M TDE
W
w i
N
FASTENED VCM MRFEF31 ND. 12 % V PMFL FASTENFRs THROUGH TIE SIDE MEMBER INTO THE HIM
in
O N
InH ER SCROV 5%BJtS & SF/i(D Im NI
m.0 A LORIhR f wm E TO NFAI II 1: READ 6 MIER OR SQUARE CUT, BMW TO 90F• FASTENED
o
w r
G1
MNN TVG(2) Nd. 12 X 1 1/2' FROM FASTENERS THROUGH NE SIDE MEMBER IWO NE HIM MEMBER SCREN
0 ty
to �
SPIWES & SBMW DOW SIIILONE
T^h,IE�A^ CnRNFA S . 6 SQB V E CUT. BUGED TO SIDE. FASTEIFD WIN TINEE(J)) N0. 12 % i' PWis
s A
r2
R6TENFRS TIROUGN THE SIDE MEMBER INTO WE SILL MEMBER SCREW SPLINES & SU.IED WITH MOORE
C
OO
FNAyF nnOR J•MB ,I mpNFR: SIL IS SWAM CM. WHEU TO SHE. FASTENED WTTH I JW B PIVOT
rc
m Mq
ASSENQ.Y. EtN PORT ASS]IBLY HAS FKTENNED TO TO WE SIDE WITH WREE(.i) NO. 12-24 X S/e INNS,
THE THRESHOLD IS THEN FASTENED TO PIVOT ASSEMBLY DOW MD(2) NO, 12-24 % 3/3' MRS & SEIZED
O g
VmH SNE/MNE.
i.1
J
HOSNNfA EMANE 1M1XLnN END/APP1mm c TO MAS IPA & HL HDRIZ IL 6 SOURCE CM, BURIED TO
SCE, FASTENED VmN THREE(]) NU. 12 X 1' SS PHMI FASTENERS THROUGH THE SINE MEMBER INTO TIE
NNUON AIERBFR SCREW 5 NES & SEALED WHIN SWCONE
10..
2
WDJCSBLe M TEN I I HDRQORQL 6 SQUARE M. RUBBER) TO &K.
JMN'FD VN A SHIM BLOCR (PART 121). ME SHIM BLOCK IS FASTOMED TO THE VERMIX PRAIRIE MEMBER
�
VM FOVR(4) NO, 12 X 1 ]/e' FHR ME B SCREWS. NE RMOOWAL VENISON IS FISTS M TO ME SHEAR
4
RDIX WIN THREE(]) NO. 12 X 1' FIRM TYPE AN SCREY6, 64FN CORNER 6 SEALED WHIN DON G9S SONANE
BLOCH,D
IOTYPIEG (UB TRATE) (FRAME, TO OPENING FASTENER TYPE_IIEMIBEDMIEDCEMUM I
DIST.
MIN. ZX6 WOOD MN. CR. 3 &FRAME
OR BUCK (4)NO. 14 SMS OR WOOD SCREW �7 1/4" 3/4"
(i) CONCRETE SCREWS SHALL BE ELCO ULTRACONS. ELCO CRETE-FLEX, NW RAMSET/RED HEAD
TAPCONS OR HILTI KWIK-CON U (HARDENED STEEL OR S.S.).
(2) WEDGE/SLEEVE ANCHORS SHALL BE RAMSEF/RED HEAD DYNABOLT, HILTI KWIK-BOLT 3, OR
POWERS RAWL POWER BOLT STEEL OR S.S.)
(3) ANCHOR TYPE 7- IS ONLY A PLICABLE FOR USE WITH THE, SILL ANCHOR BLOCK AT THE
VERTICAL DOOR MULLION 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.
FOR MAX. D.LO. WIDTH,
SEE GLASS PRESSURE
TABLE ON SHEET 2.
II�
II
/Y I 5 j
1/2` 1
Y
X
I
�
FOR MAX. D.L.O. WIDTH, I I
SEE ON SHEET 2. —11-2 1/2-
TABLE
ON SHEEP 2.
2 1/2°
/
FRAME SCREWS OR
STRAP ANCHORS
ONLY REQUIRED AT
SIDE JAMBS WHEN
OVERALL UNIT HEIC
EXCEEDS, 96" (TO I
PLACED AT MID-SP
OF SIDE JAMB),
USE OF SECTION A/4
SHALL LIMIT THE
ALLOWABLE
PRESSURE ON THE
ENTIRE LINT TO
+/-65 PSF MAX.
—�
OPPOSifE
II 16 1/4" MAX.
II O.C. (T)P.)
�II �II
I i i Tl
3
91 i i-
I
J 131/2" 1 1/2- 11/2"
1 1/2"
J"
GLASS CLASS
GLASSTYP. FRAME OR STRAP
CENTERUNE CENTERUNE CENTERLINE 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
CMVI TABLE* ON THIS SHEET FOR
SCREW REQUIREMENTS
SCALE: 1/2"=1'-0°
(STRAP ANCHORS ARE NOT
HOREONTAL STACKING & OVERALL UNIX WIDTH IS UNLIMITED PROVIDING DIMENSIONS APPLICABLE AT SILL)
SPECIFIED ARE NOT EXCEEDED. NUMBER OF VERTICAL PANELS IS UNUMITED
FIT INSIDE MAXIMUNIT HEIGHT SHOWN.
UM
BUT
.MUST
`•*....,.....N.
C U 19 PUCABLE ONLY AT SIDES.
l
Sep �bty�'
U '4n Do
7
PROEUCTIMIHBV/BD P1IE0UC7 RHVISQO�tn 2
w NmPlyilyxib Ov FIRTWe mry'IYhISNLA Uv MOTRIe 1W 4..•U•
ONRMnB Cute _3j •O, p
BdRIinBCOJe
L='g
EWh
s
F <
(KSoo
tl �F
�NZ
c
FRAME SCREWS OR
II
STRAP ANCHORS'
I ONLY REQUIRED AT
II
I
SIDE JAMBS WHEN
II OVERALL UNIT HEIGHT
II
I EXCEEDS 96' (TO BE
II IYP. FRAME OR STRAP
PLACED AT MID -SPAN
OF SIDE JAMB)
II ANCHOR SCREWS WHERE
II SHOWN FOR OPENING TYPE
I
II B. SEE 'FRAME ANCHOR
ON
II
I REQUIREMENTS TABLE'
THIS SHEET FOR SCREW
II REQUIREMENTS (STRAP
II
MID -HEIGHT OF UNIT
ANCHORS ARE NOT
I — —
II
II APPLICABLE AT SILL)
II
II Is
'
II �mwDN
I a9Nsoxco�nrt
II
II
�10.C/II)
1 1/2'J Ll 1/2' 1 1/27J L1 1/2'
EXTERIOR ELEVATION
MULTIPLE FIXED PANEL STORE FRONT ASSEMBLY
(WHENSE STEEL)AHDR=TO
• FOR ALL FRAMING & D.L.O. DIMENSIONS AND OTHER INFORMATION
NOT SHOWN, SEE ELEVATION ON SHEET I.
+ IF SILL IS CONCRETE, SEE ELEVATION ON SHEET 1 FOR SILL
ANCHORAGE REQUIREMENTS.
UNIT OAD
EIGHT WIDTH
(IN.) (IN.)
120
EIGHT I WIDTH GLASS GLASS
(IN.) (IN.) OPTION OPTION
, 2 & 5 3 & 4
108 50 1 2 N A 75.1 115 45 1 2 N A 90
48 N A 79.0 115 38 3 4 65 90
42 N/A 90.0 NOTES:
a
60 N/A 1 75.0 1. SEE ELEVATIONS FOR DIMENSIONING OF
54 N A 83.4 D.L.D. HEIGHT & WIDTH.
102 50 1 2 N A 89.1 2. ALLOWABLE UNIT PRESSURE SHALL BE THE
$o
48 N A 90.0 LESSER OF THE PRESSURE SHOWN IN THIS
o n
96 60 90.0 90.0 TABLE & THAT SPECIFIED FOR THE VERTICALWnvl
MULLIONS.
NOTES: 3. N/A' DESIGNATES A SEZE NOT APPLICABLE
FvRi
1. SEE ELEVATIONS FOR DIMENSIONING OF TO THAT REINFORCEMENT CONDITION.
CS
LOAD WIDTH.
2. ALLOWABLE UNIT PRESSURE SHALL BE
I
g e o
G1 8
THE LESSER OF THE PRESSURE SHOWN IN
THIS TABLE & THAT SPECIFIED FOR THE
GLASS.
3. 'N/A' DESIGNATES A SITE NOT
�,no
22
APPLICABLE TO THAT REINFORCEMENT
fz
Y
CONDITION.
4. SEE SECTION H2/8 FOR DETAIL OF
NON -REINFORCED MULLION & SECTION H1/8
FOR REINFORCED MULLION.
z
4e3
w amNYuiNM+°nIn vmdae
9�ac
`P,......
.'h Ca•
0+�—
01 22 04
h9vm a., un GovM1el yU O FF¢
_N4:
Z y;
v+ •., y .
mRmmP Y�'a`�O Fldlav �t .
OP
wE
LL
Aexplmce� '^�9
G +
1IL
633
SHEET e
2 of
y
MI•mi aEeProauct Go°M1v
a��
• 1\ 1 • 1 1,
'
'96" MAX. D.L.O.
17" MAX. O.C.
Al Al
1 -1/-2T"-
A43lTIdM
L
�
6" MAX.
p2
THIS ANCHOR IS ONLY
7
REQUIRED WHEN DOOR E1
OPENING WIDTH IS OVER
2 JJ
3"
80' & SUBSTRATE IS CMU
r—
/IIIII
.p
��I
B
II
5°
II
/ IIIII �
II
II
/ IIIII
� II
5'
0//
IIIII
\III
/�
IIIII
—2 1/2" B
� 6
j Q
FOR MAX. D.L.O. WIDTH,
- SEE GLASS PRESSURE
TABLE ON SHEET 2.
MID -HEIGHT OF UNIT
II WHERE SHOWN FOR I / 1I nOeToacOaExT 7
OPENING TYPE A, C, I
I // I omsoE
'FRAME
D ORE SEE I III / Q II
5'
ANCHOR 11
II REQUIREMENTS TABLE'II I II j I II SILL
II
a
II ON SHEET 1 FOR III / �I IIANCHOR
II SCREW REOUIREMEITTS.II III / BLOCK
L
LL J I L / cz
J�Q
350 IR LARGE MISSILE IMPACT SEE END OETAILS� 76
HEFT 9
OUT-SWPTG DOORS & SILL ANCHORS ON SHEEP 9 MAX.
UNDER SEPERATE APPROVAL O.C.
EXTERIOR ELEVATION
STORE FRONT ASSEMBLY WITH DOORS & TRANSOM
(WHEN ANCHORED TO WOOD METAL STUD COINCRETE OR CMU)
SCALE 1/Y=1'-O"
• SINGLE SIDEUGHT SHOWN, MULTIPLE SIDEUGHT CONDITION ALSO APPUES WITH
SIDEUGHT AT ONE OR BOTH SIDES
• DOUBLE DOOR CONDITION SHOWN, SINGLE DOOR CONDITION ALSO APPLIES.
• HORIZONTAL STACKING & OVERALL UNIT WiOTHJS UNUMITED. NUMBER OF VERTICAL
PANELS IS UNLIMITED BUT MUST FIT INSIDE MAXIMUM FRAME HEIGHT SHOWN,
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 (STRAP ANCHORS ARE NOT
APPUCABLE AT SILL.) _
'2 1/2°
FOR FIXED PANEL
SIDE JAMB ANCHC
z
4. a:1 a�
3
2 1/2° ma �
d
ow
2
�6
SEE ELEVATION ON SHEET 1 FOR
CONDITONAL OMISSION OF THIS ANCHOR
(TP. HEAD & SILL)
ALLOWABLE DESIGN PRESSURE
(DOOR UNITS)
+/-65 PSF
ONLY THE DOOR/TRANSOM AREA & THE
PANEL SECTIONS DIRECTLY NEXT TO THE
DOOR AREA -ARE RESTRICTED TO +/-65
SF. FOR LASS PANEL AREAS
E PRESSURE ON
GOF THE STOREFRONT
ASSEMBLY AWAY FROM THE DOORS, SEE
GLASS AND MULUON PRESSURE TABLES
ON SHEET 2.
TYP. FRAME OR STRAP ANCHOR SCREWS WHERE
"
SHOWN FOR OPENING TYPE B. SEE "FRAME ANCHOR
REQUIREMENTS TABLE" ON SHEET 1 FOR SCREW-
4 1/2" MAX.
1)" MAX. O.C. 1 1/2` 1 1/2"
3° 3
Al A2 A3 A4 e
3��
�•
4
REQUIREMENTS (STRAP ANCHORS ARE NOT APPLICABLE
AT SILL
6" MAX.
FOR FIXED PANEL
SIDE JAMB ANCHOR
/\ 4
II
I
SEE
I II g
ELEVATIONENN,
II / III II \ II
\\
II
SHEET 1.
5"
II // II 1 II II
II
II / II 1 II \ it
II
III, / II I II \ II
MID —HEIGHT OF UNIT
4"
j,4"
W FRAME SCREWS I„• iI
16D
f
5`
/
II WHERE it SHOWN FOR I /
OPENING TYPE B. SEE�(tI
nmuox O1
aoxboxconTxt T
// j1
"FRAME
I OPPONE
ANCHOR
0
1
111
5"
REQUIREMENTS TABLE"11 111 //
II
11
1z
a
ON SHEET 1 FOR // 1
II SCREW REQUIREMENTSII 111 1
1 ILL
pN
II II 111 / 11
II BLOCK
Z L
LL_ _— =—r= J I L�
6" MAX.
350 IR URGE MISSILE
IMPACT SEE MULLION END DETAILS-> Is 1/4°
ALLOWABLE DESIGN PRESSURE
OUT -SWING DOORS & SILL ANCHORS ON SHEET 9 MAX.
(DOOR UNITS)
UNDER SEPERATE APPROVAL EXTERIOR ELEVATION O.C.
+/-65 PSF
STORE FRONT ASSEMBLY WITH DOORS & TRANSOM
ONLY THE DOOR/TRANSOM AREA & THE
(WHEN ANCHORED TO STEEL)
PANEL SECTIONS DIRECTLY NEXT TO THE
SCALE 1/2"=1•-0'•
DOOR AREA ARE. RESTRICTED TO +/-65
• SINGLE SIDELIGHT SHOWN, MULTIPLE SIDELIGHT CONDITION ALSO APPLIES WITH
PST. FOR ALLOWABLE PRESSURE ON
GLASS PANEL AREAS OF THE STOREFRONT
SIDELIGHT AT ONE OR BOTH SIDES.
• DOUBLE DOOR CONDITION SHOWN, SINGLE DOOR CONDITION ALSO APPLIES.
ASSEMBLY AWAY FROM THE DOORS, SEE
GLASS AND MULLION PRESSURE TABLES
• HORIZONTAL STACKING & OVERALL UNIT WIDTH IS UNLIMITED. NUMBER OF VERTICAL
ON SHEEP 2.
PANELS IS UNLIMITED BUT MUST FIT INSIDE MAXIMUM FRAME HEIGHT SHOWN.
" FOR ALL FRAMING & D.L.O. DIMENSIONS, SEE ELEVATION ON SHEET 3.
.
'
RoDPff RmmW Plald4
Bwldin9 Ea4°13- 30w�/� 6
AucO�
ZOl�
NUoM LbdOProdocl Cn
0
Z
i3
n
OF
lti
IYP. FRAME OR STRAP ANCHOR SCREWS WHE
SHOWN. SEE 'FRAME ANCHOR REQUIREMENTS
TABLE' ON SHEET I. FOR REQUIREMENTS
(STRAP ANCHORS ARE NOT APPLICABLE AT
DOOR SIDE JAMBS AND SILL).
16 1/4' MAX. D.C.
(AT HEAD) 6.MAx
I
V
o
a F
n 7
°
THIS ANCHOR IS II I II �\ Opp REII
ONLY REWIRED d I h 7
1 I
I t.E
2 1/2° w
n
i
WHEN DOOR
w
145--
1 OPENING WIDTH II 111 II
/IS OVER 60' &
SUBSTRATE IS I 11
w
o/
/ n
CMU
�
a I
g
5°
III I II II
- —====cam 711-1
w a
N
.-
I` TYP. FRAME II I
I SCREWS WHERE
-
SHOWN. SEE
1 FRAME ANCHOR II I II j I
REQUIREMENTS 11 I I
/--
750 IR LARGE
MISSILE IMPACT
0
TABLE" ONSHE 1 1 III / I
OUT -SWING DOORSu
FOR REQUIUI REMENTS. U I II j II
& SILL ANCHORS
UNDER=/J�
n
I
-
I r-
APPROVALPERATE
i
6 T1
5'
17 1/2' MAX. O.C.
(AT
A7 A2 AD P
6 6 6 I
1/2°
& SILL ANCHORS
UNDER SEPERATE
APPROVAL
� II 96'�MAX.DOOR OPENINGMAX.DIOIOR OPENING
101° MAX. FRAME WIDTH (F.W.)- 101" MAX. FRAME WIDTH (F.WJI
EXTERIOR ELEVATION EXTERIOR ELEVATION
STORE FRONT FRAMING WITH DOORS & EYEBROW TRANSOM STORE FROM FRAMING WITH DOORS & RECTANGULAR TRANSOM
(APPLICABLE WITH ALL SUBSTRATES) (APPLICABLE WITH ALL SUBSTRATES)
(DOUBLE DOOR CONDIRON SHOWN, SINGLE DOOR CONDITION ALSO APPLIES) (DOUBLE DOOR CONDITION SHOWN, SINGLE DOOR CONDITION ALSO APPLIES)
SCALE: 1/2'=1'-O' MDUCTRUVISED SCALE- 1/2--1'-0- %1Unn
ALLOWABLE DESIGN PRESSURE dft
`\``�a
pm.30.28
(DOOR WITH TRANSOM UNITS) O° / 0 Esc;• n
+ -65 PSF .,
M�leml dellad"n ConiM �bj �W C�
PRODUCI'RDt`'RWEO 3; '��� p
u wmVlYmR�rlmaw Flmlaa �L ., Z
D"aeina0"a".13_ S�..+wo�J-106 ��`ay'•......
Aa.punce No - �ZO'' 7 .
�hn w
m
1/4' MAX..
SHIM AT UACH
14' MAX.
SUBSTRATE BY OTHERS SHCH
ANCHOR
FRAME SCREW
PER ELEVATIONS SECTION
SCALE: 1/2
PER "FRAME ANCHOR ANCHOR
REQUIREMENTS TABLE'
ON SHEET I FRAME SCREW SECTION C2
C1 PER ELEVATIONS SCALE: 1/2 FULL 6
FULL 6 (FOR DETAIL NOT SHOWN, SEE SECTION Cl/6)
SUBSTRATE BY OT"STRAPANCHOR PER ANCH(
FRAME SCREW SUBSTRATE BY FRAME SCREW SUBSTRATE BY PER "FRAME ANCHON SHEET IPER ELEVATIONS OTHERS PER PER ELEVATIONS OTHERS PER REQUIREMENTS TA"FRAME FRAME ANCHOR ON SHEET I
1/4" MAX• ANCHOR 1/4• MAX. REQUIREMENTS
SHIM AT EACH REQUIREMENTS SHIM AT EACH TABLE'• ONANCHORTABLE" ON ANCHOR SHEET 1 1® SHEET 1BY OTHERS BY OTHERSA 1/2 CE ° MAX.SPACE ,,,AT EACH
(%l f)Rn I v
BA
w
I (,,` IRSI I
/
U. I_R)l—J
\
SEE GLAZING
EXTERIOR
SEE GW21NG
EXTERIOR
DETAILS ON
EXTERIOR
18
ErAILS N
�tJ �
SECTI� SHEET e
ALTERNATE SECTION /a1
SECTION
Al SHEET 8
SCALE: 1/2 FULL 8
SCAN 1/2 FULL6
SCALE: 1/2 FULL
6
(FRAME SCREW INSTALLED)
(STRAP ANCHOR INSTALLED)
FRAME SCREW
SUBSTRATE BY
PER ELEVATIONS
OTHERS PER
FRAME SCREW
SUI
"FRAME ANCHOR
PER ELEVATIONS
OTI
1/4° MAX,
REQUIREMENTS
FR
SHIM AT EACH
TABLE" ON
7/4" MAX.
AN(
ANCHOR
SHEET 1
SHIM AT EACH
ANCHOR
RE(
TAC
SHI
sSEALANTS
*[FEE—XWTE—RWO�Rj'
BY OTHERS
SEALANTS 73
BY OTHERS 7
1D
is
18
ING
ON
w
8
a
40
79
SECTION SHEET
SHEET 8 IXTESE 27 EXTERIOR
SCALE: 1/2 FULL 6 I SECTION A3 DETAILS OBE N OSECTION p4 DSSSDETAILS OEE N
SCALE: 1/2 FULL 6 SHEET 8 SCALE: 1/2 FULL 6 SHEET 8
DETAILEXTERIOR BE GLAZING
SHEET
ON WHEN THIS HERO SECTIONPRESSURE
IS USED, THE
SHEET 8 I EXTERIOR SEE GLAZING DETAILS ALLOWABLE DESIGN PRESSURE ON THE
� ON SHEET 8 ENTIRE UNIT SNALLpp6�1,1f�($VTqYAXIMUM
9 +/-65 PSF. wcapdyW9w111Ju Fl.m. _
w Am,mnoa Ro
4 „ x Lvii al IC
S 4
78 B �ANH
FOOTNOTE �4 BELOW ST•
HOR REQUIREMENTS TA7L'@1W I'rodun Cbnwl
SEALANTS 6 26 78 11 EP 1 FOR THE OPTION OF `ppL1111
BY OTHERS SEALANTS
BY OTHERS NG A 3/e" PERIMETER SHIM ���FF,,,,,
1N LIEU OF THE 1/4" ''�
SPECIFlED IN THESE SECTIONS. e 7Q?r„, n
0
Illlll�
C
a
s
��
ATE BY
PER
N
Un�
so�m
EMEE115
og
ON
1
I
ry`oc�in
N2
1
E
o
zro
�4 ss3
o
O
i �ffi
Jf
)-28
q
�3uq i
8 3'8
a
4�YA
lava
al
i3
Ti
or
1/4' MAX. SHIM AT FRAME WID7H —
EACH ANCHOR .�
SUBSTRATE BY 2
OTHERS PER
'FRAME ANCHOR
REQUIREMENIS EE GWJNG
TABLE' ON DETALS ON
SHEET I SHEET 8
� I
II EXTERIOR II
EXTERIOR
® FALVJTS
BY OTHERS
SECTION DI
SCALE 1/2 FULL 7
(FRAME SCREW INSTALLED)
EE GLAZING
DETAILS ON
SREEF 8
IMISS
V—
OUTG.SWING
I DOORS UNDER
A9 rl SEPERATE APPROVAI
SECTION EI
SCALE 1/2 FULL 7
1/4" MAX. SHIM
AT EACH ANCHOR
1/4' MAX SHIM AT—{
EACH ANCHOR
(.—FRAME WIDTH —
-FRAME WIDTH —
SUBSTRATE BY
3
OTHERS PER
'
22
'FRAME ANCHOR
REQUIREMENTS
2
TABLE" ON
.SHEET 1 SHEET 8
o
FRAME
SCRPER
ELEVATIONS EXTERIOR R
13 <
a
EXTERIOR SFNANIS E
BY DINERS J UFN
SECTION
SCALE: 1/2 FULL 7uMy
1/Y MAX. SE`? SEE FOOTNOTE #4 BELOW 'j
SPACE BY OTHERS ANCHOR REQUIREMENTS TABLE ON 0—
ALTERNATE SECTION Dt SHEET 1 FOR THE OPTION OF "� 1
SCALE: t/2 FULL 7 HAVING A 3/8' PERIMETER SHIM I �� U
EE GLAZING (STRAP ANCHOR INSTALLED) GAP IN UEU OF THE 1/4'n o
DETARS ON SPECIFIED IN THESE SECTIONS. �mz
SHEET B zz
1/4" MAX. SHIM AT� FRAME WIDTH — Y
BC EACH ANCHOR
SUBSTRATE BY
OTHERS PER ¢ 08
FRAME ANCHOR 1017 zm,
REQUIREMENTS
TABLE" ON�'.
41 SHEET I 3 350 IR URGE MISSILE z Rd3
IMPACT OUT —AWING
25 DOORS UNDER @
21 SEPERATE APPROVALF.
o i 53 gF
H FRAME oc r'�Sj€
wo
SCR
PERK _ —3tOi $
II ELEVATIONS
11
I �25 42 20
IMPACT OUT —SWING
350 IN LARGE SWING BY OTHERS ........../EXTERIOR o "�
I YYY DOORS UNDER �N/�ZF
ZQ' N AAs��jYY
f I SEPERATE APPROVAL - SECTI�J z U� mo p4,, 6
.�1 SCALE: 1/2 NLL 7 _ on i � 4r 11 =I q 4 E } J
S�`( PRODUUTRhT10\VFD I'RODUCf Ri1V19dU p�?O` lU,
SCA�LE I 1/2 FULL E72 iu wmYlYlne evn dOl_M1'�a PioAOdo 'JO`_a. NnN1YW uoM�XIM1vF._l�u}d/d.C�n ,'Tr3O•�"•.�yLdbitb,•� • Z
SECTION_ "? AI,h•nincPQ"`�•�
. 1633
FUizNi gnmlb&Prou�s
7 or 10
IR LARGE MISSILE
IMPACT OUT -SWING 25
IMP
DOORS UNDER
SEPERATE APPROVAL
EXTERIOR
5/8° MIN BITE
FRAME WIDTH
68
EE GLAZING
DETAILS ON
/ SHEEP e
I
C
EXT
GLAZING
LS ON
EXTERIOR
SECTION
H2 E%TERIOR
10
SECTION 11
SCALE: FULL
B SECTION
ri
SCALE: FULL 6
-(NON—REINFORCED
INF
MULLION) SCALE: )SCALE; /2 FULL
8
8
(REINFORCED MULLION)
OR M
SEE GLASS I I
CONTINUOUS WOOD MEMBER
I—DOW 995 OR
OPTIONS BELOW I I
DOW 995
OR
LESS IN THICKNESS THAN A
TREMCO
EXTERIOR
TREMCO
2X_ BUCK TO BE MIN. 4 1/2"
PROGIAZE SSG
28
PROODIZE
SSG
DEEP WHEN
SHIM
ALLOWOWN
SUBSTRATE BY OTHERS
PER "FRAME ANCHOR
1 1B IC
5/8'. MIN. BITE
BC
IN SECREQUIREMENTS
TABLE"
1315
MFRAMESCREW
SEALANT
BB 34
OTHERSFRAME
SCREW
TYP GLAZING DETAIL
(WET GLAZED' SINGLE GLAZING BEAD CONDITION) TYP GLAZING DETAIL'
GLASS OPTIONS (WEr GLAZED), (WET GLAZED: DOUBLE GLAZING BEA
OPTION I: 9/16" THICK LAMINATED GLASS BY EISTMAN (1/4" HT. ST./O.09 SCALE% PVB/1/4° HE ST)
OnQN 2, 9/16" THICK LAMINATED GLASS BY.DUPONT (1/4° HT. ST./O.09 DUPONT BUPCRE PVB/1/4" HT. ST.)
OPTION 3: 9/16" THICK LAMINATED GLASS BY DUPONT (1/4" HT. ST./O.09 DUPONT SG/1/4" HT. ST.)
OPTION 4: 9/16" THICK LAMINATED GLASS BY ESTMAN (1/4" HT. ST./O.10 SAFLEX HP/1/4' HT. ST.)
GLASS OPTION (DRY GLAZEDI:
OP17ON 5: 9/16° THICK LAMINATED GLASS BY DUPONT
(1/4' LIT. Sr./O.09 DUPONT SG/1/4" HT. ST.)
PER ELEVATION
& "FRAME
ANCHOR
REQUIREMENTS
TABLE"
OPTIONAL DIRECT MOUNT DETAIL
TO SUBSTRATE WITH SPACER
a HEAD SECTION SHOWN WITH HEAD FRAME PART #IB; SILL &
SIDES -WITH OTHER APPLICABLE FRAME PARTS MAY BE INSTALLED
THE SAME (NOT APPLICABLE WITH STRAP ANCHOR INSTALLATIONS).
(FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS)
E W➢D ,+,'C?' .m
➢RODUCT Rp O i
w V)YI^e `r Wr6e FImMe
A«erlmceno _ L02 2t°�� ci G�:
�5
m
Miemi ¢de RoduUOnPar• •�d6; •• �..• •'
HEAD
0.020 I-1.748 --I. O.B45
J� 0.498
0.080 2.710
T 4.656
12 DE� TOR
C I
PLACED AT GLAZING
HORIZONTAL 13 POCKET
A110-RAWINGCA
IL GNG fAVltt ICI
ENDS
--4.656--��0.080 _JI
T FILPOLEET-L
14
L 0
0.531
2.500 --I
18PRESSURE
PLATE
RKV
1.282 0.070
�� 2.500 ---�
8PRESSURE
PLATE COVER
1.500 --- 3.000 � 1.500
STRAP ANCHOR SHOWN IS FOR A
2 SCREW PER ANCHOR
_CONONION. 3 SCREW%ANCHOR
COMMON REQUIRES A 9" LONG
ANCHOR. 4 SCREW/ANCHOR
-CONDMON REQUIRES A 12" LONG
-ANCHOR. N4L: ANCHORS MAY
-BE CONTINUOUS FOR EACH
= CLUSTER OF SCREWS OR BE
- SEPERATE FOR EACH SCREW)
-6.000. 9.000 OR 12.000
0.134 1.000
i 4.282 --i
16A STEEL REINFORCEMENT
0.134 L096
I--- 4.494 --{
166 STEEL REINFORCEMENT .
'- 2.000 --{ 3.650
1. 2 0.062 1.484
0.094
20 DOOR STOP P1 SHEAR BLOCK
22 STRAP ANCHOR
PRODVCYRI'NBWCD
p� mmplY�S��N1Te Flo6de
eMM
wnifhmu
1.500
0.591
0.493
0.087
28 PUSH ON
GLAZING
GASKET
1 0.674
0.69
0,080 "1 f"'
31 EXTERIOR PUSH
IN GLENG
GASKET
-Er2 _ r 0.062
q 1.080
23 SNAP-INFILLER
10.458
4L4- 0.299
INTERIOR FIXED
GLAZING GASKET
n�.
z�m
N
po,17
U9N<
i rNn `zs2o �NZ
s
o
uo _
z�
a
s R3u
MULLION END CONNECTION DETAILS -AT VERTICAL
MULLIONS ALONG SIDE DOORS
(TYPICAL AT SILL ONLY)
_ 5•
MAX.
DOOR SILL rr
`
SILL ANCHOR ANCHOR TYPE "P'
ANCHOR TYPE F
(3 ANCHORS PER SILL ANCHOR BLOCK)
_ 5" 1" MIN. SILL ANCHOR
MAX. BLOCK
DOOR SILL
0 0 0
� J L ANCHOR TYPES
SILL ANCHOR "B" & "D"
ANCHOR TYPE B
(4 ANCHORS PER SILL ANCHOR BLOCK)
ll..n SILL ANCHOR
ANCHOR TYPES A & D BLOCK
(7 ANCHORS PER SILL ANCHOR BLOCK)
j 4.952
UN S
I-- 4.952
)D HEAD FRAME o.oso
(RECTANGULAR
UNITSi
0.188
.I
2.500 --�
0.090
a2500
5.000
iC HEAD FRAME (RADIUS
&RECTANGULAR
H S
0.125 4.952
ODOOR z JAMB
5.000 093 0.090
9U 2.500 O
0.
®H 1p
194
0.172 5.188
0.100
1.500
3.000 1 8A GLASS
IOHP SILL FLASHING STOP
4.952
--{-0.844 1.250 i^
o.oso o.oso
2500PRi
0 1Ea
--PO.070 BC GLASS
O7 HORIZONTAL 86 GLASS STOPC 0 C BAR WITH OUT FIN
4.764
6B
0.357 -{
�--
1.8331
0.063
0.080
4.656
1.573'
0.497 --I
I--
gOHP COVER
PROOUCfI
m wmPlpinl
o�seNa ca
--I 1.455
10 DEEP POCKET
Aarylmw'.
FILLER
I mn.
DIA.
O O:l o
1.000 - t.Doa - 1.000 1.000 " iw
1.000 1.000 1.000 1.000•�
v7 rq
11 A\InLIDD DI nnV AT !•.G.
0
s