HomeMy WebLinkAboutNOA-OUTSWING DOORRa nda lY E. Stofft
NOA Approval f(
MIAMI- E Lby c
DE PARTMENT OF REGULATORY A CONOMICI
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Nrchitects, P.A.
r Acq u avista Lot
ate:
SIW Impact Windows, LLC
975 S. Congress Ave. N 102
Delray Beach, Florida 33445
SCOPE:
This NOA is being issued under the applicable rules
I
r.
documentation submitted has been reviewed and accep
used in Miami Dade County and other areas where alk
This NOA shall not be valid after the expiration date,
In Miami Dade County) and/or the AHJ (in areas othel
or material tested for quality assurance purposes. If th'i
manufacturer will incur the expense of such testing an
of such product or material within their jurisdiction
determined by Miami -Dade County Product Control S
of the applicable building code.
This product is approved as described herein, and has t
including the High Velocity Hurricane Zone.
DESCREPTION: Series "500-9 " Aluminum Outsw
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
invw.miamidade.gov/econowv
d regulations governing the use of construction materials. The
ted by Miami -Dade County RER -Product Control Section to be
wed by the Authority Having Jurisdiction (AIM.
stated below. The Miami -Dade County Product Control Section
r than Miami Dade County) reserve the right to have this product
s product or material fails to perform in the accepted manner, the
d the AFIJ may immediately revoke, modify, or suspend the use
RER reserves the right to revoke this acceptance, if it is
lotion that this product or material fails to meet the requirements
APPROVAL DOCUMENT: Drawing No. W13-68 P'-ev
L.M.1.)", sheets 1, 2, 3, 4, 4.1 through 16 of 16, dated 121
Corporation, signed and sealed by Javad Ahmad, P. E.,
stamp with the Notice of Acceptance number and expiratL
AIISSILE IMPACT RATING: Large and Small Mi
I
ss
Limitations:
1. See DP tables for X or XX in sheets 2 & 39 OIX or OD
Stiles w/wo Reinforcements and/or Wide Stiles) in shee
2. Mat single door leaf width mulled with sidelites in sbc
3. ADA threshold options 41 and #Z are not rated for wat
4. Glass A is limited to DP=+/- 70 PSF. Glass lites wider
designed to comply with the Florida Building Code,
Doors w/wo Sidelite or Transom
E, titled "Series 500-9 Alum Outswing Entrance Door
30/13 and last revised on 11/07/17, prepared by Al-Farooq
tring the Miami -Dade County Product Control Revision
n date by the Miami -Dade County Product Control Section.
le Impact
a in sheet 4, for 0 in sheet 4.1 and door w/ sidelites (Narrow
t 5. Lower DP ftom door w/ transom or sidelite may control.
I et 5, shall not exceed = 36-9116".
er Resistance* and limited to DP=+*/- 62 PSF.
than 36" shall have two setting blocks per FBC requirements.
LABELING: Each unit shall bear a permanent label wit1h the manufacturer's name or logo, city, state and series and
following statement: "TvEami-Dade County Product Cont ol Approved", noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
I
in the applicable building code negatively affecting the p rfbrmance 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 proc Iss. 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 NbA.
ADVERTISEMENT: The NOA number preceded by t
expiration date may be displayed in, advertising literature.
in its entirety.
INSPECTION: A copy of this entire NOA shall be provi
shall be available for inspection at the job site at the reque
This NOA revises and renews NOA # 15-0406.13 and co
well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M.'.
e words Miami -Dade County, Florida, and followed by the
If any portion of the NOA is displayed, then it shall be done
d to the user by the manufacturer or its distributors and
of the Building Official.
ists of this page 1 and evidence pages E-1, E-2 & E-3, as
asencia, F.E.
NOA No. 17-1115.01
ExpirationDate: May22,2023
Approval Date: February 01, 2018
Page I
JAN 9 A f)bil
Lucie Coum.y, Per-mittmO
SIW` Impact Windows, LLC
1. EVIDENCE SUBMITTEDIUNDER PREVIOUS NOA'S
A. DRAWINGS
1 . Manufacturer's die dr#wings and sections (submitted under files 4 see below)
2. Drawing No. W13-68 Rev C, titled "Series 500-9 Alum Outswing Entrance Door
L.M.I.)", sheets 1, 2 3, 4, 4.1 through 16 of 16, dated 12-30-13 and last revised on Oct 06,
2015, prepared by Af-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS (submitted under fll # 14-0305.06)
1 Test reports on: 1) A,r Infiltration Test, per FBC, TAS 202-94
1
2) U orm Static Air Pressure Test, Loading per FBC TAS 202-941Uif
3) Varter Resistance Test, per FBC, TAS 202-94
4) L,large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Fi
I
orced Entry Test, per FBC 24113.2. 1, TAS 202-94
Along with installation diagram of aluminum Outswing doors w/wo sidelite and transom, prepared
by Black Water Testing In., Test reports #BT-SIW-13-001 and BT-SIW-13-006 dated June 10,
2013 and December 11, 20
113, both signed and sealed by Yamil Kuri, P.E.
Note: The above test repols have been revised by an addendum letter dated 05/09/14, issued by
Black Water Testing Inc., signed and sealed by Yamil Kuri, P.E.
2. Test reports on: 1) Infiltration Test, per FBC, TAS 202-94
2) Vniform 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) byclic Wind Pressure Loading per FBC, TAS 203-94
6 1 orced Entry Test, per FBC 24113.2.1, TAS 202-94
Along with installation diagram of aluminum Inswing / Outswing doors w/wo sidelite and
transom, prepared by Hurricane Engineering and Testing, Test Report No. HETI 07-4339, HETI
07-4371, HETI 07_4371,IHETI 07-4372, HETI 07-4373and HETI 07-4374 dated 01/03/08,
HETI-08-2184A & B dated 10/01/08, FIETI 09-2572A, HETI 09-2573 dated June 30,2009, all
signed and sealed by Candido Font, P.E. I
C. CALCULATIONS
1. Anchor verificati
Farooq Corporati
sealed by Javad
2. Glazing complie
n calculations complying with FBC2014 (51h Edition), prepared by Al
I n, dated MAR 27, 2015 and last revised on Jul 3 0, 2015, signed and
Jln ad, RE.
I
w/ ASTME- 1300-04 & -09
E - 1
ffrge M. Plasencia, P.E.
Produ4t Control Unit Supervisor
NOA No. 17-1115.01
Expiration Date: May 22,2023
Approval Date: February 01, 2018
SIW` Impact Windows, LLC
D. QUALITY ASSURANCE
I . Miami Dade Department of
E. MATERIAL CERTIFICATIONS
I Notice of Acceptance No. 14-0916.,
DuPont DeNemours & Co., Inc, ibr
Interlayers", expiring on 07/04/i 8.
2. Notice of Acceptance No. 11-06 4.1
DuPont DeNemours & Co., Inc.)
12/11/16.
F. STATEMENTS (Except item #1, all othi
I Statement letter of conformance t
interest, prepared by Al Farooq C l
Ahmad, P.E. 1
2. Lab compliance as part of the aboi
3. Addendum letter dated 05/09/14 re
Black Water Testing Inc., signed a
4. Addendum letter ref HETI-07-437
sealed by Candido Font, P.E.
CE:
and Economic Resources (RER).
11 issued to Kuraray America, Inc. (Former E.I.
the "Sentry Glass @ (Clear and White) Glass
I issued to Kuraray America, Inc. (former E.I.
the "Butacite @ PVB interlayer", expiring on
r submitted under file # 14-0305.06)
FBC 2014 (51 Edition) and letter of no fmancial
poration, dated 03/25/15, signed and sealed by Javad
referenced test report.
BT-SIW-13-001 and BT-STW-13-006, issued by
I sealed by Yamil Kuri, P.E.
dated May 06,2008, issued by HETL signed and
G. OTHER
1. This NOA revises NOA # 14-0305
1 06, expiring 05/22/18.
2. Test proposal dated 05/23/1, approved by RER.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. W13-68 Rev E, t tled el -es 500-9 Alum Outswing Entrance DoorSrl
L.M. I.)", sheets 1, 2, 3, 4, 4.1 ou h 6 of 16, dated 12/30/13 and last revised on
11/07/17, prepared by Al-Farooq Co poration, signed and sealed by Javad Ahmad, P.E.
B. TESTS
I . None.
C. CALCULATIONS
1 Structural analysis complying with I
prepared by Al Farooq Corporation,
P.E.
E-2
C 5 Edition (2014) and FBC 6t' Edition (2017),
ted 11/03/2017, signed and sealed by Javad Ahmad,
Xrge M. Plasencia, P.E.
Produet Control Unit Supervisor
NOA No. 17-1115.01
Expiration Date: May 22,2023
Approval Date: February 01, 2018
SIW Impact Windows, LLC
OTICE OF
D. QUALITY ASSURANCE
I . 1 fiami Dade Depart
E. AIATERIAL CERTIFICA
I Notice of Acceptanc(
Glas 6 (Clear and )
2. Notice of Acceptanc(
Trosifol @ Ultracle
F. STATEMENTS
1. Statement letter of
and letter of no fin;
signed and sealed t
G. OTHER
1. This NOA revises
of Regulatory and Economic Resources (RER).
No. 17-0808.02 issued to Kuraray America, Inc. for their "Sentry
hite) Glass Interlayers", expiring on 07/04/23.
No. 16-1117.01 issued to Kuraray America, Inc. for their
ir, Clear and Color PVB Glass Interlayers", expiring on 07/08/19.
nformance to FBC 5tl' Edition (2014) and FBC 6111 Edition (2017)
ial interest, prepared by Al Farooq Corporation, dated 11/03/17,
Javad Ahmad, P.E.
renews NOA # 15-0406.13, expiring 05/22/18.
E-3
4Wge M. P asencia, P.E.
ProdqerControl Linit Supervisor
NOA No. 17-1115.01
Expiration Date: May 22,2023
Approval Date: February 01, 2018
2 F2
DECORATIVE GRILL
SOLID ALUM BAR
3/16- HEAT STREN-D GLASS 3/16' HEAT STREN'D GLASS OPTION&
090" Interlayer 090 InterIcycr
Trosifol PVB SentryGIc.
By 'Kuraroy America, Im' By 'Kuraray America, Inc.'
3/16. HEAT STREN'D GLASS T STREN'D GLASSA3/,6. HEF
33
7
12 12 1N1.11 1i
SILICONE SILICONE rTDOW995DOW995
GLASS TYPE 'A' MIAU MASS
k-TH-GLAZING-DETAI
11— —11 .... -- CLASS TYPES 'A! & *13'
TEMP. CLASS
IR SPACE
DECORATIVE PANEL
AIR SPACE
5/32- HEkT STREN-0 GLASS
090' Interlayer
Tmsifol PVB
By 'Kummy America, I=
r-513e HEAT STREN'D GLASS
2!
If TEMP. GLASS
AIR SPACE
3/IV HEAT STREN-D GLASS
090w Interfayer
Trasifol PVB
By 'Kuraray America, Inc.'
r-3/16- HEAT STREN-0 GLASS
GLASS TYPE 'C'
1" OVERALL LAIA. INSUL GLASS i' OVERALL LAM. INSUL GLASS
GLAZING OPTIO
Z
GRUXSHAPES VARY 0 0 0 11 CE9R2.
0 t
01
0
FT iiSE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ISHUTTERSARENOTREQUIRED.
z 0
0 SMS M
GRILLE MIN. SERIES 500-9 L<
ALUMMIA OUTSWING ENTRANCE DOOR
SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/o TRANSOM SEE SHEEIS 2 & 3.
SINGLE (O/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 4.
SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 5.
SEE SHEET 2 FOR GLASS TYPES AND LOCKING OPTIONS.
SEE SHEEr 3 FOR GLASS TYPE AND ADA SILL
SEE SHEET 4.1 FOR SIN GLE SIDELITE AND CLASS TYPES.
LOWER VALUES FROM TRANSOM/SIDELITE CAPACITY CHART OR DOOR CAPACITY Lj
WILL APPLY TO ENTIRE SYSTEM.
Z V) in3rujDPORSWffLSTD.-SIU-APPROVED-FOR-INSrALUATION VATER
INFILTRATION RESISTANCE IS REQUIRED. C
DOORS WITH ADA THRESHOLDS NOT APPROVED FOR INSTALLATIONS WHERE CD C)
Z6WATERINFILTRAnONRESISTANCEISREQUIRED. 0L) ca
A—
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 9 cn .
REQUIREMENTS OF THE 2014. (5TH EDITION)/2017 (61H EDITION) FLORIDA Lo
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). r,
1BY OR 29Y WOOD DUCKS & BUCK FASTENERS BY OTHERS. MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
To THE BUILDING STRUCTURE
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF*S INSTRUCTIONS. SPECIFIED EMBEDMENT To BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DE51GN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMFRESSIBUE.
WFRtALS INCLUDING BUT NOT LIMITED TO sTEEL/mETAL SCREWS, THAT
15 15
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO 13E ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL 0 . . . . .
PRODUCT REVISED k,
as complying with the Florida
Building Code 592
NOA-Na.
Expiration D.tgL05/22/2023
By
Of drawing no.
Mlaml-l Prcduct control W13 -68
c
DOORS WITH STI). 3 POINT LOCEING FLARDWAR
39 3/a- KAX. 76' KAX
FRAME MUTH
fKAME: YAM
13 3/4' Mm
AT 1 Htj
SILL
5 1/2- KW.
HFAD/SILL
COR14ERS TI
13 3/4
MAX.
LL7IHEAD, 7,
CORNERS I 1 6
as
ft m
63
ACTIVE
SURFACE APPUED
FALSE MUNTINS ORJ
DECoR&TNE GFULL /I'. MAXMAYBEUSED
D.L OPG-
36 9/16' MAX
DOOR LEAF WIDTH
T)TIQ& ELEVAI-1
x )
G3
LOCKINGOPTIONS
SEE SHEET 14
9 o0
L:==- 7
T- H m
LOCKING
0 IONSSEPETSHEET 14/
HEAD ANCHORS AT STILE ENDS
7) AT 3" O.C.
FALSE MUNTINS OR
DECORATIVE GNU.
0
MAY BE USED 26 /1 6-
SURFACEf APPLIED
D.L. OPG.
36 9/16' MAX \\,-
SILL ANCHORS AT snUE ENDS
DOOR LEAF WIDTH (7) AT 3- O.C.
TYPICAL ELFVATIQ
xx )
DOORS LOAD CAPACITY - PSF
SINGLE (X) 0. B.T,1312 (XX) DOORMS I OUT TRANSOM
SINGLE DOOR (X)
DIMS. U- DIMS.
GLASS LOCKS ENGES
TYPE .1, TYPE 'B' TYPES 'C' & 'D' TYPES 1, 3 4 TYPE 6 QUANTTrr
FRAME FRAME FRAME FRAME W.(+) INT-(-) EXT-W I iNr.(-) Exr.(+) itfr.(-) Exr.(+) oft. H EXr.(+) INT.(-) EXr.(+) INT.(-)
PER
WIDTH
39-3/8*
HEIGHT
80,
MOTH
760
HEIGHT
55. -0 770-- 0 LO.0 60.0 B0.0 80.0 80.0 60.0 1 60.0 62.0 62.0 3
39-3/8" 97-3/4r 76' 97-3/e 70.0 80.0 80. 0 60.0 6D.O 80.0 80.0
To -0
60.0 1 60.0 1 62.0 1 62.0 4
39-3/8" 108' 76- 108; 70.0 70.0 80.0 80.0 BOX
EY.T.(+) DESIGN LOAD IS BASED ON STD- SILL
SEE 71 FOR GLASS TYPES DESCRIPTION- SHEL
SEE SHEET 14 FOR LOCKS AND HINGES DESCRIPTION.
GLASS D.L-O. FORMULAE
D.L.O. WIDTH = FRAME WIDTH 9.813' (X DOORS)
FRAME WIDTH 22.875")/2 (XX DOORS)
D.L.O. HEIGHT = FRAME HEIGHT - 11.5" (4, BOTTOM RAIL)
FRAME HEIGHT - 13.5" (6' BOTTOM RAIL)
FRAME HEIGHT - 15.5' (8' BOTTOM RAIL)
USING #20305 (1/2" HT.) THRESHOLD
SEE SHEET 14 FOR LOCKING OPTIONS
AT ACTIVE & INACTIVE LEAFS.
jj
7TJ j61_/2' MAX
SILL CORNER ANCHORS
AT ADA THRESHOLD ONLY
PRODUCT REVISED
as complying with the Florida
Building Code
OA-No. 17-1115.01
Fxpimtlon Date OS/22J2023
mlarnf--Da duct Centro
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
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3-68
I)oolzS WITH SURFACE APPLIED PAIEC TIARDWAR
TYPICAL ELEYM
X )
DOORS LOAD CAPACITY - M
SINGLE DOORS (X)
GLASS TYPE 'B'
DOOR DIMS. ADA THRESHOLD
FRAME FRAM -
WIDTH I HEIGHT
39-1/4'1 97-3/16- 62-0 62-0
76 1/19*
FRAME WIDTH
5 1/2" MAX.
tE El
NSEE SHEET 14
Sm RVSEE SHfi!ET 14
DOOR QPTIQN
HEAD ANCHORS AT STILE ENDS
7) AT 3' O.C.
25 9/16- WQL
DA- OFG.
9 SILL ANCHORS AT STILE ENDS
7) AT 3* D.C.
TYPICAL MOO
XX )
DOORS LOAD CAPACITY - PSP
DOUBLE DOORS (IM
GLASS TYPE '11'
DOOR DIMS.— ADA THRESHOLD
FRAME FRAME EXT.(+) ImQ-)
WIDTH HEIGHT
76-1/17 97-3/16- 62.0 62.0
NOTE,
VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED.
DOOR D.L.O. DIMS,
D * LO. HEIGHT = FRAME HEIGHT — 13-313' (6 " BOTFOM RNL)
D, LO. WIDTH (X DOORS) FRAME WIDTH — 1 2.625
D.Lo. WIDTH (XX DOORS) (FRAME WIDTH — 22-875)/2
L
S
of wo jz
0 IL Ck g
0 ot 5!
SEE SHEET 14 FOR LOCK DESCRIPTIONJANDSHEET9FORDETAIL
0;>c to0 -
2 a
3:: Q
F- D 0
2Z60 zi
L) M
PRODUCT REVISED
as complying with the Florida
BUilding Co o
NOA-No. 17-1115.01
Expiration Date 05/2212023
fs drawing n0-
W —6813
M 106 5/8' MAX. (GLASS A & 9) 34 1/B" 1,04
0 TRANSOM LEAF NT. M2 95 7/8' Wy- (GLASS C
0 DOOM n-
2: MAX: (GLL= A 81, 8 4 8
MAX C a 0 P
ca6611 4 (G
mo 0 F11
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X 0
OXCORNERS
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36" AM.
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los ro MAX. (GLASS A & D)
7ya MM (GLASS C & 0)
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TRANSOM LEAF KT.
wun
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96 11% 4" IM (GG 24 7/8
86 LASS
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dam 12-30-13
SSERZIES 500-9 ALUM OUTSVANG ENGINEIERS & PRODuarDEMOPMENT
SIw IMPACT WINDOWS, Lc. 9360 SUNSET DRINFE, SUrM 220
A V&Ul- 4
COMM"'M
L4 6 8 0&='. 1-1. TKS SHEU 975 S. CONGRESS AVE. 2 MIAMI, FI.OfUDA33173 (C-4.N. 353
br. TARIO 0
SHEV DELRAY BEACH, FL. 3344 1 - TWEL C305)) 2G".%oo -
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TO:
T;I- (561) 274-9392 FAX (5
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108- MAX. (CLASS A & 8)
97 3/4- KA)X_ (GLASS C & D)
FRAME HEIGHT
106 57ff MAX. (GLASS A & 8)
95 8 WAY (GLASS C & D) .1
96 1 42: MO (GLASS A & 86 1 WAX: (GLASS C &
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SERIES 500-9 ALUM OUTSYANG affMCE DOOR (LU
SIW IMPACT WINDOWS, LLC.
9 . 5 S. CONGRESS AVE. #102
DELRAY BEACH, FLI 33445
TEL (561) 274-9392 'FAX (561) Z74-9262
P
AL-FAROOQ CORPORATI N
ENGINEERS & PRODUar DEVELOPMEN?
9360 SUNSET DRIVE, SUITE 220
M"I, FLORIDA 3317a (C-4.N. 8638)
TEL. C305) 264-8100 FAX. [305) 262-6978
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SMES 5013-9 ALUM OUTSUG 04MCE DOC
SIW IMPACT WINDOWS, LLC.
975 S. CONGRESS AVE. #102
DELRAY BEACH. FL 33445
TEL (581) 274-9392 FAX (561) 274-
ONCIF—
AL-FAROOQ CORPOFtATION
Ivr laENGINEERS & PRODUOT DEVELOPME
f9360SUNSErIDRTV9, SUrM 220
MIAMI, FLDPJDA 33173 (C.A.M. $538)
TEL (3051 2644LWO FAX C305) 262-6978
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L39 3/8I
MAX 7V MA)L
nONAL
INGLE AND DOUBLE LEAF DOORS WITH TRANSOMS
NO WITHOUT SIDELITES
f
APPROVED CONFIGURATIONS -
DOORS, SIDELITES AND TRANSOM COMBINATIONS SHOWN ABOVE CAN BE USED AS
INDIVIDUAL UNITS AS SHOWN OR IN COMBINATIONS WITH OTHER APPROVED PRODUCTS
USING MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN.
LOWER VALUES FROM DOOR, SIDELITE, MULLIONS OR APPROVED PRODUCTS USED WILL
APPLY TO ENTIRE SYSTEM.
TO BE APPROVED BY AJH (AUTHORITY HAVING JURISDICTION).
z
0
Lm tj
0
SINGLE LEAF DOORS WITHOUT SIDELITES. 0
SINGLE LEAF DOORS WITH SINGLE SIDELITE AT IL
EITHER SIDE OF DOOR.
cfo
0 D.Qg
0 s
JO
DOUBLE LEAF DOORS WITHOUT SIDEUTES,
DOUBLE LEAF DOORS WITH SINGLE SIDELUE AT
EITHER SIDE OF DOOR. z cn rj
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PRODUCT REVISED
85 "fflp'y'n9 "h fh Florida
pm 'A0
G13.11dl., Cod.
NOA-No.
C'i
Expiration Data 0512212023
76'
DGOR FRAME 13Ymi. -Do Pro
NOTEtTHEFRAME AREA OF ALTERNATE SrLE MUST NOT
ExcEED TESTED FRAME AREA - 127.31 SQ. Fr. i f5 F- In, 9
ai
6 2i
SEE SHEETS 2 AND 3 FOR MAXIMUM DOOR WIDTHS AND HEIGHTS
SEE SHEET 5 FOR SIDELRE WIDTHS
D.L.O. HEIGHT (sioEuTE) - LEAF HEIGHT - 12" (4" TOP RAIL. 6" BOT. RAIL) H
D.L.O. WIDTH (SIDE LITE3 = LEAF WIDTH - 10' (WIDE STILES) vi
6 ZD.L.O. WIDTH (SIDE LITE) = LEAF WIDTH - 6- (NARROW STILES) t,
I drawing
I;
o.
W13— 8
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
1BY WOOD SUCK
FASTENERS BY OTHERS
SEE CHART
FOR MIN. LENGTH E:- I
DMIOR
C-014CRtTE
FINISHES
13Y OTHERS QNCkm EXTERIOFINISH
13Y OTH" S
k7o-
SEE LEAF CORNER
DErAIL ON SHEET is
POURED & HARDENED
HIGII STRENGTH GROUT
Ve - 5000 PSI MIN.
NOT Fry S.I.W.
MUSISTRANSFER SHEAR
LOAD TO STRUCTURE
LDAD BEARING
SOLID SHIMS
OPTONAL TO GROUT)
60 :TYPICAL ANCHORSHCRETE
SEE ELEV. FOR SPACING
EDGE DiSi. SEE CHART
FOR MIN. LENGTH
STRUCTURE
g g m A==
TYPIM ANCHORS
SEE ELEVATIONS
FOR SPACING
SEE CHART
FOR ON. LENGTH
6
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
SEE CHART
FOR MIN. LENGTH
METAL STRUCTURE
ORAPPROVED MULLION
9
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
ANCHORS TYPE SUBSTRATE
AT HEAD AT SILL AT JAMBSMIN. LEN9 MIN. EDGE DIST. MIN. LENGTH MIN. EDGE DIST. MIN. LENGTH MIN. EDGE DIST.
1/4 DIA, ULTRACONS
BY ELCO'
Fu-177 KSI, FY-155 KSI)
WOOD- 2-3/4"- NA NA 3-3/4' 1.
MASONRY NA NA NC- NA- 3=3/- 2-1/2-
CONCRETE 2-3/4- 2-1/2- 2-3/4" 2-1/2' 3-3/e 2-1/2'
4' Dtk SELF DRILLING SCREWS
OWE 5 CRS)
METAL 3le 3/4" N.A.
I
NA 311V 31,V
WOOD - 2ETY WOOD BUCKS OR WOOD STRUCTURE S.G. - 0.55 MIN.
MASONRY C-90 HOLLOW/FILLED BLOCK rm = 2000 PSI MIN.
CONCRETE f. - 30GO PSI MIN.
METAL - 1/8- MIN. THK. STEEL FU-58 KSI, Fy=36 KS1 MIN.
MIAMl--DADE COUNTY APPROVED MULLION
1/8- MIN. THK. ALUMINUM (6063-175, FU=22 KSI)
IBY OR 2BY WOOD BUCKS AND METAL STRUCTURES NOT BY S.I.W.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM To BUILDING STRUCTURE
ANCHORS MAY BE HEX OR FLAT HEAD.
EQ)
cd, . 6!dt
Typi&L'ANCHURS"
SEE ELEV. FOR SPACING
SEE CHART
FOR MIN. LENGTH
ADA THE AS.ROLD ION 02
OT APPROVED FOR WATER RESISTANCE) (NOT APPROVED MR WATER RrSISTANCE)
UMrr MAYMrrMY- nESICM LOADS TO AU PSF _ DESIGN LOADS TO *62 PSF
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S'W "'PACT W"
9 5 S. CONGRMLDACH . Fl
GINEERS & PRODUCT DEVELOPMENTAO&DI.14 PER RER 00 SIW IMPACT WINDOWS, LLC. 9360 SUNSET DR[Vr, SUJTE 220AgaCEO= RV. FER 141ENTS 975 S. CONGRESS AVE. #102 MIAMI, FLORIDA 33173 (C.A.N. 3538)
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DE -RAY BEACH, FL- 3344 PA)LC30S)282-6978
by.. -9262 1 COMP-ANLW13-68M
03 9 EWll..07.17 VeID"ATED TO 20V rBO TEL (551) 274-9392 FAX(561) 274
LOCK OPTIONS-1 & 3
sm. 3 POINT LQQK
MAX. FRAME HEIGHT - 108 IN.
MAX. LEAF = 36-9/16 IN.
MAX. DESIGN LOAD - 80 PSF
ACTIVE LEAF,
OPTION 41
a POINT LOCK ASSEMBLY (MISOSS) BY 'ADAMS RITE,
WITH 4015 THROW BOLT AT 35-1/2- FROM BOTTOM
FLUSH BOLTS CONNECTED TO LOCK
KEY OPERATED ON EXTERIOR AND THUMB TURN ON
INTERIOR AND ENGAGING FRAME AT HEAD AND SILL
OPTION-93 -
LOCK ASSEMBLY (5-1-10 STACTI))-BY!26PHLAND*
WITH 'THROW BOLT AT 35-1/2' FROM BOTTOM --
FLUSH BOLTS CONNECTED TO LOCK
KEY OPERATED ON EXTERIOR AND THUMB TURN ON
INTERIOR AND ENGAGING FRAME AT HEAD AND SILL
INACTIVE L
CONCEALED FLUSH BOLTS (FB-1202-914)
BY 'SULLIVAN & ASSOC:
MANUALLY OPERATED LEVERS MOUNTED ON
INSIDE FACE OF LEAF STILE LOCATED AT
13-1/2- FROM BOTTOM AND 34- FROM TOP
Iti
ACTMW ACINE
I LOOK OP71ON 02 NOT USED I
LOCK OPTION -4
MAX. FRAME HEIGHT - 97-3/4 IN.
MAX. LEAF = 36-9/16 IN.
MAX. DESIGN LOAD 60 PSF
ACIM LEAR
EXPOSED FLUSH BOLTS (FB-1202-914)
13Y 'SULLIVAN & ASSOC.'
MANUALLY OPERATED LEVERS MOUNTED ON
FACE OF LEAF STILE LOCATED AT
13-1/2' FROM BOTTOM AND 34- FROM TOP
INACTIVE LEA
CONCEALED FLUSH BOLTS (FB-1202-914)
BY 'SULLIVAN & ASSOC.'
MANUALLY OPERATED LEVERS MOUNTED ON
INSIDE FACE OF LEkF STILE LOCATED AT
13.11/A FROM BOTTOM AND 3e FROM TOP
LOCK OPTION 5
PANI EXIT DEVICE (SVR)
MAX. FRAME HEIGHT = 97-3/16 IN.
MAX. LEAF WIDTH = 36-9/16 IN.
MAX. DESIGN LOAD = 62 PSF
CTWE LEAR
SURFACE VERTICAL ROD PANIC ED(IT DEVICE BY
JACKSON PANIC S`YSTEM' MODEL 1275 LOCATED AT 38"
FROM SILL AT EACH LEAF.
PANIC BAR FASTENED TO LEAF WITH
1) #8-32 X 1/+" SOCKET HEAD MACHINE SCREW
1) #6 X 3/4!' FH TEX SCREW
TOP AND BOTTOM LATCH ASSEMBLY BRACKETS FASTENED
TO STILE WITH (2) 1/4-20 X t-1/4" SCREWS.
6
7/
36-9/16'
17211 ff PART # REqD. DESCRrPTION MATEM" MANF./SUPPLIER/REMAM
I S0823 AS REDD. FRAME TRANSOM HEAD 6063-TO ALTERNATE TO 2
2 SM505 1 DOOR/SIDELIVE FRAME HEW/SILL 6063-T6
SIW505B 1 TRANSOM ULILLION 6063-TO2A
SIW506 2/DOOR FRAME JAMS 6063-TO3
4 SIW502 1/ LEAF DOOR TOP/B0TT0M RAL 6063-T6
5 SIW537 1/ LEAF DOOR BOTTOM RAIL (6-) 6053-TO SEE SHEET 13
5.1 SIW536 1/ LEAF DOOR BOTTOM RAIL (n 6083-T6 ISEE SHEET 13
6 SIM503 1 2/ LEAF HINGE STILE/LOCK STILE 6063-T6
7 SIW507 2/ LEAF SIDEUTE SASH STILE SOS3-T6
a SM542 AS REDD. DOOR TRANSOM MUILLION ADAPTER 6063-TS
9 SIWS1 I AS REqD. SCREW COVER 6063-T6 JAMS & TRANSOM
10 SIW509 AS REQD. DOUBLE DOOR ASTRAGAL 6063-T6
ICA SIW535 AS REDD. SINGLE DOOR ASTRAGAL 6063-T6
11 sfW61O AS REDD. ISCREW COVER 6063-TS
12 SIW512 A_REQD. INTERIOR GLASS STOP 6063-T5
12A DWF-024 AS REQO. INTERIOR CLASS STOP 6063-T5
13 SIW513— AS-REOD. SMIOR GLASS STOP 6063-T6
SIW533 AS REOD. EXTERIOR -GLASS -STOP_ 6063-TS
14 SfW504 AS REOD. DOOR JAMB/MULL ADAPTER 053-TS
Is 9016E BULB WSTRIPPING VINYL CV(TRAL-PLSnCS-
16 U4513 I - O-LON VrSTRiPPING VINYL SCHLEGEL
17 5530 AS REQD. INTERIOR GLAZING GASKET (OUROMFTER 70±5) SANMPRENE BY CENTRAL PLASTICS
17A 5531 AS REQD. EXTERIOR GLAZING GASKET (DUROMETER 70*5) SANTOPRENE BY CENTRAL PLASTICS
IS W232011 MV0020 AS ROD. FINSEAL PILE WSTRIPPING ULTPAFA13
20 is X 1,/2- ASTRAGAI- SCREWS PH SMS AT 4" FROM ENDS & 8" D.C.
21 8 X 1/2- AS REODm GLASS STOP SCREWS SELF DRILLING AT B" FROM ENDS & 15' D.C. MAX-
22 12 X 11-1le FIX PANEL SCRENS PH sms AT S' FROM ENDS & 17' O.C. MAX.
24 SD44HD 4/LEAF BUTT HINGES Sr. STEM DELTANA
25 AS REOD. MULLION REINFOR_CING STEM
26 112 X e I/ CORNER FRAME ASSEMBLY SCREWS St. STEEL PH SMS
27 12 X 2- AS REQD. FRAME AND LEW ASSEMBLY SCREWS ST. STEEL PH SMS
28 012 X 1/2- AS REOD. HINGE ASSEMBLY SCREWS Sr. STEEL jFH MS TYPE F SS
29 20305 AS REDD. ADA THRESHOLD OPTION #1 WS3-T6 I-
30 I)SOI9AV36 AS REDD. DOOR BOTTOM SWEEP ALUM/VINYL BY CRL
31 FLUSH BOLT BLOCK 6063-Ts
32
SIW521
2 FLUS S1JUS-1AN & ASSOC.
34 SIW532 ji7_C0 RAIL 6063-T6
35 i B I JADA THRESHOLD OPTION 02 6063-T6
38 1 SKY547 I ITHRESHOLD COVER 6063-T6
SEALANTS
ALL JOINTS AND FRAME OONNECTIONS SEALED WITH
SMALL JOINT SEALER.
BINGES:
4P X 4' ST. STEEL BUTT HINGES DELTANA (DSS4NB OR SD44HD)
AT 13" FROM TOP AND BOTTOM ENDS AND 2G-5/8" O.C. MAX.
HINGE ATTACHED TO DOOR FRAME AND DOOR STILE PRODUCT REVISED 0,705
as complying with the FloridaUSING (4) #12 X 1- FH MS
3 HINGES PER LEAF UPTO 6/0 HIGH DOORS Buildirig Code
4 HINGES PER LEAF DOORS HIGHER THAN 6/8
NOA-No. 17-1115.01
FxpIration Date 517M2023
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ENGINEERS & PRODUCT DEM, =TENT N
9300 SUNSET DRTVE SUITE 221
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