HomeMy WebLinkAboutSINGLE HUNG WINDOWSILVER LINE BUILDING PRODUCTS
V1 SERIES170 SERIES SINGLE HUNG WINDOW(2927)
(NON -IMPACT) REc�jy��
?018
43%4 JtilLx.
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE 6TH EDITION
FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 202-94
• ASTM E330-02
• AAMA/WDMA/CSA 101/Is.2/A440-08/11
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 5 FOR
FURTHER DETAILS OF BUCK INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT
APPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR
AHJ.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6. WINDOW FRAME MATERIAL• PVC
7. IN ACCORDANCE WITH THE 6TH EDITION FBC, WOOD
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN
CHAPTER 23.
8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300
GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAILS.
MAX OVERALL SIZE
CONFIG,
DESIGN
MISSILE
WIDTH
HEIGHT
PRESSURE
.IMPACT RATING
52"
62.50"
O/X
+62.8/-65 PSF
NCOIINIPACi
52"
73" .
O/X
+55'/-60 PSF
NONdM AA� T'
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
GENERAL NOTES & GLAZING DETAIL
2
-
ELEVATION & ANCHOR LAYOUTS
3
-
VERTICAL SECTIONS
4
-
HORIZONTAL SECTIONS
S
HORIZONTAL & VERTICAL SECTIONS, INSTALLATION NOTES &
REINFORCEMENT DETAILS
EXTERIOR
STEELSPACER
1/8" OR 3/32"
SETTING BLOCK
A. I.G. GLASS
INTERIOR
1 qe7is.3
Silver Line
bYAndCised
M'
ONE SILVERUNE DRIVE
NORTH BRUNSMOr NI08902
PH: 800 2344228
�m
J
9
Z N
H a
ho
FZ
�m�SSa
OZ
a4y
Zo56
_3
CZ
o
Z
z tD
W 3
cc
7
m$
m
� 2
w
F-
a <G
a
REMARKS
BY
DATE
6TH FBC
EDITION
I LM
06/14/1'
ALTLR/MM,ADMMS,HIGHUGHTING,OROTHDt
xuRDxGsroTRa DowAONrARe xorveu+nrtDAxD
INVNIpATF OUR OamfifATRIN.
Digitally signed b 11 qr��2stt IFI. Norero, P.E
Reason: 100�SA fo�Ing [msd014ment
a TAT r 0:
n'.17T,
1 pPr•��u[t'
-0���is`S�ONAL
MIN. GLASS BUaDINO ORovs, we
3Y8 D W BEA01 BLw. ]JB
BITE 7/16" oANN BEAOH, n aTooi
FeRE LiAt a AutHORRAnaN Ha 205
2e
FL N:
FL19715
DATE: 12.11.17
NOTE:
LMS
SCALE: NTS
' ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH
SAFETY GLAZING REQUIREMENTS OUTLINED IN
CURRENT FBC AND ASTM E 1300 GLASS LOAD
DWG• k: SW Di
RESISTANCE.
SHEET:
A - i
D
MAX. O.A FRAME
WIDTH 52"
MAX. D.L.O.
WIDTH 47.69"
A B
3 3
MAX. D.L.O. 4
.0"
HEIGHT 33.50" C
4
MAX. O.A FRAME
HEIGHT 73"
MAX. D.L.O.
"X"
HEIGHT 33.50"
ELEVATION
SINGLE HUNG WINDOW
3" MAX.
FROM
CORNERS
6" MAX.
O.C.
3" MAX.
FROM
CORNERS
T
T
6" MAX. 6.25" MAX.
O.C. FROM
CORNERS
F�
I
NOTE:
ALL FASTENERS ABOVE
THE MEETING RAIL IN
THE INTERIOR JAMB
TRACK MUST BE FLATHEADS.
12.50" MAX.
O.C.
6.25" MAX.
FROM
CORNERS L
ANCHOR LAYOUT
NAIL FIN -SINGLE HUNG WINDOW
ANCHOR LAYOUT
THROUGH FRAME -SINGLE HUNG WINDOW
Silver Line
MMddr-3 i
EB'
ONESIWERUNF DRM
NORTH BRUNSMCK, N108902
PH: 18001 1344228
w
ID
Z N
C) m
VI F gg
w
3
Z
o< Sx
mum-
�G
0 Z
F
C7 a��
w Z
w}
m 1
N S
>
m
a a
t
f
w
d
REMARKS
BY
DATE
6TH FBC EDTOON
I LNI
0611E/1''
° 111L11 fill,,'
I
7
^�•: TT :�
<%,s`S�ONAI
NE2aI(�4I W% PE
FLOWA PE N. 73M
BIRDNO DROPS.r. OVC I �B DRNIA BFiIOI. ft Si00i
WE OERT. OF AUTHORMARON No 225M
FL #:
FL19715
DATE: 12.11.17
DWG. BY., CHK. BY:
.LMS I HFN
SCALE: NTS
DWG.#: SWD010
SHEET:
2
3• •
2
l7
W
2
EXTERIOR
iEE GLAZING
)ETAIL, SHEET 1
INTERIOR
_ SEE GLAZING
DETAIL, SHEET 1
A VERTICAL SECTION
3
SEE GLAZING
DETAIL, SHEET 1
INTERIOR
_ SEE GLAZING
DETAIL, SHEET 1
VERTICAL SECTION
3
Silver Line
brAnderseii
[B-
ONE SWERUNE DRNE
NOBEH BRUNSN9CK, NJ QM2
PH: IRWI L344M
W
z m
F
z FV
p9p9
to
5z
gg
1i�mi�8g
FE
VI
y�
Q.
0z �
�m�wga
EI3RE!!�W
w 7
>
3
} m
N 2
�
m
w
"J"
p
1"'
Q a
a
O.
REMARKS
BY
I DATE
67H FBC EOMON
lM
Dfi/1�/L'
323 E DAM EGOI BL�LL SY
DAWA BFAOL FL S�
FBPE CEW. OF AUTIDRUM No n570
FL #:
FL19715
DATE: 12.11.17
DWG. BY: CHK. BY:
LMS HFN
SCALE: NTS
DWG.#: SWD010
SHEET.
3
SECTION FOR
BLOCK&TACKLE
BALANCERS
� IRY LL
t-
INTERIOR
GLAZING
AIL SHEET 1
SEE GLAZIN
DETAILSHEET
\ t
EXTERIOR I
D.L.O.
MAX. FRAME WIDTH
HORIZONTAL SECTION
4 UPPER SASH
SEE GLAZING
CErAI L SHEET 1
INTERIOR
EXTERIOR
D.L.O.
MAX. FRAME WIDTH
p HORIZONTAL SECTION
4 LOWER SASH
SEE GLAZING
DETAIL SHEET 1
SECTION FOR
-CONSTANT FORCE
-/ BALANCERS
i
Silver Line
gAndUrwn
BB"
ONE SILVERLINEDRM
NORTH BRUNSMCK, NJ OM2
PH: HIM 236d218
Z
2 R
n
2 N
V I
E
VI 8
C L I °.
N
¢3
O
E
�n
Q 4 g
oaaa
No
�3ma
oz
�3
zs
0
0`"
¢z
N =
_
�R
> m m
� S
>
m
W /a
r-
a
REMARKS
BY
I DATE
6TH FBC EDITION
IM
10613411
"0SrF rrrO,��'''
�* 7 *�
-
o�''.
4! HWd IN,
NOIGOA P.L No TSITE
Summo DROPS INC
325 L DANIA BFSWI aw. ste
DAAM BEAW, R
FBPE CERT. OF AUTHOWATIOH Nu MM
FL #:
FL19715
DATE: 12.11.17
DWG. BY: CHK. BY:
LMS I HFN
SCALE: NTS
DWG.s: SWD010
SHEET:
OF 5
MIN. SUBSTRATE
EDGE DISTANCE /� BY OTHERS
MIN.
EMBEDMENT
PERIMETER SEALANT
m 1/4" MAX.
BY OTHERS
SHIM SPACE
EXTERIOR
INTERIOR
VERTICAL SECTION
6
THROUGH FRAME (HEAD)
1/4" MAX.
SHIM SPACE p
INTERIOR /
PERIMETER SEALANT
BY OTHERS
EXTERIOR
BY OTH ERS
SCREW IN THE INTERIOR
CHANNEL
MIN.
EDGE DISTANCE
SCREW IN THE EXTERIOR
CHANNEL
MIN.
EMBEDMENT
G HORIZONTAL SECTION
THROUGH FRAME (JAMB)
SUB STRA
1/4" MAX.
BY OTHERS
SHIM SPACE
INTERIOR
w
wo
EXTERIOR
m
z
i
EXTERIOR
MIN. EMBEDMENT SUBSTRATE
—y �— T BY OTHERS
ww
Wz
z ,�
� O
1/� AX.
9��INTERIOR
SHIM SPACE
EXTERIOR
6
HORIZONTAL SECTION
NAIL FIN (HEAD)
REINFORCEMENT DETAILS
0 83" � 1-1 0.87" I 0.3"
0.0.4
0.77" ' 0 y.�
4TERIOR T— 0.06" 0 8'7" _ ' 0.46"
I 0.45"
O LOCK RAIL ALUMINUM TOP
O ALUMNUMMLOCK EETING RAIL O ALUMIM LIFT N M RAIL &SASH
MIN. EDGE
DISs
HORIZONTAL SECTION DE VERTICAL SECTION
•'
6
NAIL FIN (JAMB) 6 MEETING STILE
INSTALLATION NOTES:
1.
ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2.
THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT
p
INSTALLATION OF THE MAXIMUM SIZE LISTED.
3.
INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF 31/21NCH THE DEPICTED LOCATION & SPACING IN THE
_
ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE
'$
INSTALLATION ANCHOR TO THE NEXT.
S
4.
SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE
3/8 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC
M
OR BETTER.
S.
MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK
VENEER, AND SIDING.
6.
INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE
Ta
CORROSION RESISTANT COATING.
7.
FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE
g
DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
S.
INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,
AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE
ANCHOR MANUFACTURER.
9.
FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK, USE FLAT HEAD ANCHORS.
ANCHORSCHEDULE
METHOD
SUBSTRATE
ANCHOR SCHEDULE
MIN EMBEDMENT
MIN. EDGE
DISTANCE
WOOD: MIN. SG=05
DS WOOD SCREW5
1.6'
0.75'
PAN HEAD
NAILING FIN
METAL: ISGAUGE SI441,
OB TEK SCREW
3 THREADS MIN
MIN. Fy= 33K51
PENETRATION BEYOND
0.50'
METAL
#10 PAN HEAD IN
1 5'
0.75
EXTERIOR CHANNEL
WOOD: MIN. SG = 055
DID FLAT HEAD IN THE
INTERIORCHANNEL
151
076-
010 PAN HEAD IN
3 THREADS MIN
EXTERIORCHANNEL
PENETRATION BEYOND
0.50'
METAL: 1B GAUGE Stool,
METAL
THROUGH FRAME
MIN. Fy=33KSI
#10 FLAT HEAD IN THE
3 THREA0.S MIN
INTERIOR CHANNEL
PENETRATION BEYOND
0.50'
METAL
CONCRETE: T0=3000PSI
31I �T �N
17S
7 75'
MASONRY: CMU pBrASTM
3116'TWTAPCON
C90 MIN. 2000 PSI
FLAT HEAD
125'
1.75•
Silver Line
MAncWjW i
EB'
ONE SILVERUNE DRIVE
NORTH BRUNSWICK, FU 08302
1 6TH FBC EDITION I UM 105/14/171
IJJOZ'''',
7
393 E DAM REACH BLVO. 333
DMA BEACR FL
FWE REAL OF AUMOR ZATION N. 20M
FL #:
FL19715
DATE: 12.11.17
DWG. BY: CHK. BY:
LMS HFN
SCALE: NTS
DWG.#: SWD010
I
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
I
Product Evaluation Report
398 East Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrons.com
Of
Silver Line Building Products
Series 70 Model 2127 — Extruded Vinyl Single Hung Window
(Non -Impact)
i
for
i
Florida Product Approval
FL# FL19715
Report No. 4805
Current Florida Building Code
Method: 1— D (Engineering Evaluation)
Category: Windows
Sub — Category: Single Hung
Product: Series 70 Single Hung Window
Material: PVC
Product Dimensions: See Installation Instructions, SWD010
Prepared for:
Silver Line Building Products
One Silverline Dr.
North Brunswick, NJ 08902
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer # 73778
Date: 12/15/2017
Contents:
Evaluation Report Pages 1-4
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2017.12.18 18:32:10-05'00'
�ES F O
�• O
0 •' <O OP••• ���
i��iS`S�ONA1- ,``��
Hermes"ow ?c P.E.
Florida No. 73778
/A
BUILDING DROPS FL#: FL19715
A Perfect Solution in Every Drop Date: 12/15/2017
Certificate of Authorization:29578 Report No: 4805
Manufacturer: Silver Line Building Products
I
Product Category: Windows
I
Product Sub -Category: Single Hung
I
Compliance Method: State Product Approval Method (1)(d)
Product Name: Series 70 Single Hung Window
Scopu: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line
Building Products based on Method 1d of the State of Florida Product Approval, Florida Department
of Business and Professional Regulation - Florida Building Commission.
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the Current Florida Building
Code.
See Installation Instructions SWD010, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for
specific use parameters.
I
Limits of Use:
I 1.
I
2.
3.
I
4.
I
5.
This product has been evaluated and is in compliance with the Current Florida Building Code,
including the "High Velocity Hurricane Zone" (HVHZ).
Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the Current Florida Building Code and does require an impact resistant
covering.
Site conditions that deviate from the details of drawing SWD010 require further engineering
analysis by a licensed engineer or registered architect.
See Installation Instructions SWD010 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
4
Y
F�
BUILDING DROPS FL#: FL19715
A Perfect Solution in Every Drop Date: 12/15/2017
Certificate of Authorization: 29578 Report No: 4805
Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance
with the Florida Building Code and State Rules for manufacturing under a quality
assurance program audited by an approved quality assurance entity through
Window and Door Manufacturers Association (FBC Organization #: QUA2515).
I
Performance Standards:
I
I
Referenced Data:
The product described herein has been tested per:
• TAS 202-94
• ASTM E330-02
• AAMA/WDMA/CSA 101/I.S.2/A440-08/11
1. Product Testing performed by Testing Evaluation Laboratories, Inc.
(FBC Organization # TST4317)
Report: Dated:
TEL 01410311 12/15/2010
2. Quality Assurance
Window and Door Manufacturers Association
(FBC Organization #: QUA2515)
3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance
with AAMA 303
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING DROPS FL#: FL19715
JA Perfect Solution in Every Drop Date: 12/15/2017
I Certificate of Authorization: 29578 Report No: 4805
I
Installation: 1. Approved anchor types and substrates areas follows:
I
Nailing Fin Installation:
A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11
Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient
length to achieve minimum embedment of 1.50" into wood framing.
B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel
stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel
structure.
Through Frame Installation:
A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type
installation anchors of sufficient length to achieve a minimum embedment of 1.50" into
the wood substrate.
B. For concrete (Min. f c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where
one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH
Tapcon type concrete screw anchors of sufficient length to achieve minimum
embedment of 1.25" into concrete or masonry.
C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where
wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete
screw anchors of sufficient length to achieve minimum embedment of"1.25" into
concrete or masonry.
D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type
steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond
steel structure.
Refer to Installation Instructions (SWD010) for anchor spacing and more details of the installation
requirements.
I
i
Design Pressure:
Refer to Installation Instructions (SWD010) for anchor spacing and more details of the installation
requirements.
i
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4
I
I
NOTICE OF PRODUCT CERTIFICATION
Company, - Masonite-International Corporation_ _ _ _ _ Certification No.: _ NI013717.0341
1955 Powis Road Certification Date: OS/12/2017
" y ,•- West Chicago, IL 60185 Expiration Date: 05/31/2021
Revision Date: 11/20/2017
rt M Product: Fiberglass Glazed Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites
' (w/Wood Frame or Worldwide Composite Frame" unless noted)
Specification: TAS 202-94/ASTM E330-02
Glazing: Insulating Glass (Tempered)
The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI).
Inswing
Glazed
Structural
Water
Missile
Test Report Number
Configuration
or
or
Maximum
Design
Test
Impact
Drawing Number &
Outswing
Opaque
Size
Pressure
Pressure
Rated
Comments
X
US
Glazed
3'0" x 6'8"
+40/40
0.0 psf
No
ATLNC 0829.01-16/ATLNC 1013.01-16
Single
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0189-17
X
O/S
Glazed
3'0" x 6'8"
+40/40
3.75 psfl
No
ATLNC 0829.01-16/ATLNC 1013.01-16/W-1813/W-1843
Single
6.0 psf'
Maximum Panel Size: 3'0" x 6'8"
8.25 psf
Anchor Details-DWG-MA-FL0189-17
9.0 psf s
XX
US
Glazed
6'0" x 6'8"
+40/40
0 psf
No
ATLNC 0829.01-16/ATLNC 1013.01-16
Double
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0189-17
XX
O/S
Glazed
6'0" x 6'8"
+40/40
3.75 psf
No
ATLNC 0829.01-16/ATLNC 1013.01-16/W-1813/W-1843
Double
6.0 psf'
Maximum Panel Size: 3'0" x 6'8"
8.25 psf'
Anchor Details-DWG-MA-FL0189-17
8.25 psf s
XO/OX
I/S
Glazed
6'0" x 6'8"
+40/40
0 psf
Door -No
ATLNC 0829.01-16/ATLNC 1013.01-16
Single w/Sidelite
Sidelite-No
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0189-17
XO/OX
O/S
Glazed
6'0" x 6'8"
+40/40
3.75 psf
Door -No
ATLNC 0829.01-16/ATLNC 1013.01-16/W-1813/W-1843
Single w/Sidelite
6.0 psf'
Sidelite-No
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
8.25 psf'
Anchor Details-DWG-MA-FL0189-17
9.0 psf s
OXO
US
Glazed
910" x 6'8"
+40/40
0 psf
Door -No
ATLNC 0829.01-16/ATLNC 1013.01-16
Single w/Sidelites
Sidelites-No
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0189-17
OXO
O/S
Glazed
910" x 6'8"
+40/-40
3.75 psfl
Door -No
ATLNC 0829.01-16/ATLNC 1013.01-16/W-1813/W-1843
Single w/Sidelites
6.0 psf'
Sidelites-No
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
8.25 psf'
Anchor Details-DWG-MA-FL0189-17
9.0 psf s
OXXO
US
Glazed
12'4" x 6'8"
+40/40
0 psf
Door -No
ATLNC 0829.01-16/ATLNC 1013.01-16
Double w/Sidelites
Sidelites-No
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0189-17
OXXO
O/S
Glazed
12'4" x 6'8"
+40/40
3.75 psfl
Door -No
ATLNC 0829.01-16/ATLNC 1013.01-16/W-1813/W-1843
Double W/Sidelites
6.0 psf'
Sidelitse-No
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
8.25 psf'
Anchor Details-DWG-MA-FL0189-17
8.25 psf s
1 -Denotes Bumper Outswing Threshold 2 -Denotes Z-Series Outswing Threshold 3-Hi-Dam Outswing Threshold 4-W-1815 5-Worldwide Pro T4 Threshold
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE: