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J
• FL# FL15905-116
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product-Manufacturer Andersen Corporation
Address/Phone/Email 100 Fourth Avenue North
Bayport,MN 55003
(651)264-5308
alan.barstad@AndersenCorp.com
Authorized Signature Alan Barstad
alan.barstad@AndersenCorp.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative Alan Barstad
Address/Phone/Email 100 Fourth Avenue North
Bayport,MN 55003
(651)264-5308
abarstad@andersencorp.com
Category Windows
Subcategory Fixed
Compliance Method Evaluation Report from a Florida Registered Architect or.a Licensed Florida
Professional.Engineer
' Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Hermes F.Norero,P.E.
the Evaluation Report
Florida License PE-73778
Quality Assurance Entity Window and Door Manufacturers Association
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Locke Bowden
Validation Checklist-Hardcopy Received
Certificate of Independence FL15905 R6 COI COI Andersen SS 2015-08-31.pdf
Referenced Standard and Year(of Standard) Standard year
AAMA/WDMA 101/CSA 101/I.S.2/A440 -2005
AAMA/WDMA 101/CSA 101/I.S.2/A440 2008
AAMA/WDMA 101/CSA 101/I.S.2/A440 2011
ASTM E1886 2002
ASTM E1886 2005
ASTM E1996 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
http://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsDdFYerPIwHBVOULgaatgkfc33i6.2hSkX7gp/*2bOd3Sh7Hg%3d°/`3d 1/3
7/281201.7 Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/31/2015
Date Validated 08/31/2015
Date Pending FBC Approval 09/05/2015
Date Approved 10/16/2015
Summary of Products
FL# Model,Number or Name Description
15905.1 200 Series Vinyl Clad Wood Fixed Window
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15905 R6 II AWD081 SS 2015-04-21.Ddf
Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E. FL P.E.73778
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Please refer to installation instructions,AWD081,and FLIS905 R6 AE PER3537 SS 2015-04-21.0f
evaluation report,PER3537,for further limitations of use. Created by,Independent Third Party:Yes
15905.2 400 Series Specialty Direct Set Clad Wood Fixed Window-Impact
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLIS905 R6 II AWD010 SS 2015-04-21.0f
Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.Florida P.E.73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+70/-70 Evaluation Reports
Other:Please refer to installation instructions,AWD010,and FL15905 R6 AE PER3538 SS 2015-04-21.Ddf
evaluation report,PER3538,for further limitations of use. Created by Independent Third Party:Yes
15905.3 400 Series Specialty Direct Set Clad Wood Fixed Window
Limits of Use Installation Instructions
Approved for use in HVHZ:No F1-15905 R6 II AWD013 SS 2015-04-20,pdf
Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.Florida P.E.73778
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+70/-70 Evaluation Reports
Other:Please refer to installation instructions,AWD013,and FL15905 R6 AE PER3539 SS 2015-04-21.Ddf
evaluation report,PER3539,for further limitations of use. Created by Independent Third Party:Yes
15905.4 Double Hung Transoms 400 Series TWT/DHP/CEN Windows
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15905 R6 II AWD085 SS 2015-08-31.Ddf
Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.FL PE No.73778
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Please refer to installation instructions,AWD085,and FLIS905 R6 AE PER3943 SS 2015-08-31.Ddf
evaluation report,PER 3943,for further limitations of use. Created by Independent Third Party:Yes
15905.5 Double Hung Transoms CTN&TWT Units-Impact
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLIS905 R6 II AWD009 SS 2015-04-20.odf
Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.Florida P.E.73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+50/-65 Evaluation Reports
Other:Please refer to installation instructions,AWD009,and FLIS905 R6 AE PER3540 SS 2015-04-21.odf
evaluation report,PER3540,for further limitations of use.The Created by Independent Third Party:Yes
fixed window product listed under this section is to be installed
as a standalone product only.If a mulled window assembly
application is required then refer to corresponding mullion
product installation instructions under a separate approval.
15905.6 Vinyl Clad Specialty Direct Glazed Clad Wood Fixed Window
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLIS905 R6 II AWD017 SS 2015-04-20.odf.
Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,RE,Florida P.E.73778
http://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsDdFYerPiwHBVOULgaatgkfc33i62hSk)7g%2bOd3Sh7Hg%3d%3d 2/3
7/28/2017 Florida Building Code Online
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Please refer to installation instructions,AWD017,and FL15905 R6 AE PER3541 SS 2015-04-21.Ddf
evaluation report,PER3541,for further limitations of use. Created by Independent Third Party:Yes
15905.7 Vinyl Clad Specialty Direct Glazed_ Vinyl Clad Woad Fixed Window-Impact(HVHZ)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15905 R6 II AWD070 SS 2015-04-21.Ddf
Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E. Florida P.E.73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+70/-80 Evaluation Reports
Other:Please refer to installation instructions,AWD070,and FL15905 R6 AE PER3542 SS 2015-04-21.13df
evaluation report,PER3542,for further limitations of use. Created by Independent Third Party:Yes
15905.8 Vinyl Clad Specialty Direct Glazed Vinyl Clad Wood Fixed Window-Impact
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15905 R6 II AWD048 SS 2015-04720.Ddf
Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.Florida P.E.73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure-+70/-70 Evaluation Reports
Other:Please refer to installation instructions,AWD048,and FL15905 R6 AE PER3543 SS 2015-04-21.Ddf
evaluation report,PER3543,for further limitations of use. Created by Independent Third Party:Yes.
pack Ma:ct
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record:If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F S.,
please dick ere.
Product Approval Accepts:
® EChe[k
Credit Card .
Safe
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Andersen.
INSTALLATION NOTES: A N D E RS E N CORPORATION
1." ONE INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR WINDOWS%DOORS
LOCATION SHOWN,UNLESS OTHERWISE STATED. A-SERIES GLIDING DOOR - IMPACT - 100 FOURTH AVE NORTH
BAYPORT,MN 55003-RTH
2. THE NUMOF DER ANCH RS TO TION AN FOR PRODUCT IN TAHE MIN. PW(65f)264-5150 FX:(651)264-5955
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION.
m n
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE GENERAL NOTES: m
OF t1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT u iL aDETAIL S
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
TOLERANCES
NCE WITHOUT CONSIDERATION FROM
OFTOLERANCES). .�+�+ � o �
MANUFACTURED TO COMPLY WITH THE STH EDITION C pp
TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION FLORIDA BUILDING CODE(FBC)INCLUDING HVHZ,201.2 O Z V)m 19
ANCHOR TO THE NEXT. oo d
INTERNATIONAL BUILDING CODE AND 20121NTERNATIONAL M C-t Z p=
4. FOR INSTALLATION THROUGH 1%BUCK TO CONCRETE/IV RESIDENTIAL CODE AND HAS BEEN EVALUATED ACCORDING LUASONRV,OR w Z
DIRECTLY INTO CONCRETE/MASONRY,USE 3/161NCH OR 1/41NCH I1W TO THE FOLLOWING: I,-�
. TAS 201-94 m w
TAPCON OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM • TAS 202.94 ¢ F3 m ¢m
EMBEDMENT. • TAS 203-94 v~i R
Uj
• i H Q
S. FOR INSTALLATION INTO 2%BUCK USE q10 WOOD SCREW OF AAMA/WDMA/CSA 101/I.S.2/A440-05/08 lt) ¢ m• ASTM EIBBG-02/05 m w o
SUFFICIENT LENGTH TO ACHIEVE 1112INCH MINIMUM EMBEDMENT
INTO WOOD SUBSTRATE. • ASTM E1996-02/12
'!�m
2. ADEQUACY OF THE EXISTING STRUCTURAL
6. FOR INSTALLATION INTO METAL FRAME USE#10 SELF-TAPPING SCREW
CONCRETE/MASONRY,2X AND METAL STUD FRAMING AS A
OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM „I o
PENETRATION BEYOND METAL FRAME SUBSTRATE. MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF TABLE OF CONTENTS ^I
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT o c`5
7. FOR SILL BRACKET INSTALLATION THROUGH IX BUCK TO LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE SHEET REVISION SHEET DESCRIPTION
CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY,USE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF On w
3116 INCH ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE 1114 INSTALLATION. '^
1 B GENERAL AND INSTALLATION NOTES �F I
INCH MINIMUM EMBEDMENT. 3. IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND (y
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 2 A 8'ELEVATIONS
8. FOR SILL BRACKET INSTALLATION INTO 2X BUCK USE q8 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE 11/21NCH MINIMUM STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 3 A 10'ELEVATIONS O
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
EMBEDMENT INTO WOOD SUBSTRATE. FOR THE PROJECT OF INSTALLATION. 4 A 10'ELEVATIONS(CONTINUED) H 0 w w
9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL 4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC 5 A ANCHOR LAYOUTS
FINISHES,ND SIDING.INCLUDING BUT NOT LIMBED TO STUCCO,FOAM,BRICK
VENEER,A AND MAY NOT REFLECTACTUAL CONDITIONS FOR A SPECIFIC 6 C 'PRESSURE TABLE(WITH DROP CHANNEL SILL) > v w
V
SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE w
FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED T B PRESSURE TABLE(WITHOUT DROP CHANNEL SILL) w L o 0
10. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC v �+
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION DOCUMENTS FOR USE WITH THIS DOCUMENT. B A VERTICAL SECTIONS O
s RESISTANT COATING. w w
R 9 A VERTICAL SECTIONS o
11. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED o
INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. TO PROTECTTHIS PRODUCT IN AREAS REQUIRING IMPACT 10 A HORIZONTAL SECTIONS ^�
RESISTANCE. < m
EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE 11 A GLAZING DETAILS Z ,
OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 6. DOOR FRAME MATERIAL,PONDEROSA PINE OR EQUIVALENT' 12 A COMPONENTS AND BILL OF MATERIALS
12. INSTALLATION ANCHORS SHALL BE INSTALLED IN (MIN.S.G.=0.40).
13 A COMPONENTS
ACCORDANCE WITH ANCHOR MANUFACTURER'S 0 J�
7. GLASS MEETSTHE REQUIREMENTS OFASTM E13OD-04GLAS5 �� (GQ',.•'•'•••. W /
INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN e.
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH CHARTS.SEE SHEET 11 FOR GLAZING DETAILS. /
SPECIFIED BY THE ANCHOR MANUFACTURER.
8.DESIGNATIONS"X"AND"0"STAND FOR THE FOLLOWING: - LIJ
13. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS X.-OPERABLEPANEL U: ��- ,� F-
s`% HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE O:FIXED PANEL WATER RATING MISSILE IMPACT RATING
g FOLLOWING PROPERTIES: B, CUSTOM SRESAVAILABLE UPON REQUEST.CUSTOM DESIGN �y••••,•
+� A. WOOD-MINIMUM SPECIFICGRSSIVE STRENGTH
PRESSURE WILL BE ASSIGNED EQUAL TO NEXT LARGER W/WATER LARGE AND SMALL
B. GROUT-CONCRFILLED
UNIT
T ASTM700 1. STANDARD SIZE. INFILTRATION MISSILE IMPACT RATED ///�y•�(pR�����
C. GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C•90 _
WITH MINIMUM COMPRESSIVE STRENGTH OF 1924 PSI AND �, 1 �{
lO.IN ACCORDANCE WITH THE FBC,WOOD COMPONENTS SHALL
GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A F'. CO Q Y� ¢F�-
COMPRESSIVE STRENGTH OF2000PSI. C4 Z
DURABLE SPECIES. Q ni
D. HOLLOW BLOCKCMU-UNITSTRENGTHCONFORMSTOASTM p,.; 5~' _= V Z.
C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 1924 PSI. V N
11.IN ACCORDANCE WITH THE FBC,DISSIMILAR METALS
E. STEEL-MINIMUM YIELD STRENGTH OF 36 KSI.MINIMUM WALL INCLUDING FASTENERS THAT MAY COME INTO CONTACT DWG#'
THICKNESS OF 33 MILS(0.033"or 20 GAUGE).M IN.1/2"EDGE WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED. Digitally signed by HE`rmE?S F.NOrefO,P.E. AWDO23
DISTANCE. Reason:I am approving this document
E. ALUMINUM-MINIMUM 1/8"WALL THICKNESS.MIN.1/2"EDGE pp g
DISTANCE.(606345) Date:2015.04.2018:24:02-04'00' SHEET: Q F 1 3
UNIT MAX. UNIT MAX. -
OPERABLE
WIDTH 1891.00" WIDTH 95.25" Andersen.
AXED D.L O.MAX. PANEL MAX.PANEL MAX. D.L.O.MAX. PANEL MAX
9 9 r WIDTH 48.00"� I WIDTH 39.12" WIDTH 48.00" WID B 39.1F' WIDTH 48,00"
B g ��
00FOU WINDORTH AVE WS-DOORS
UNIT 7/ 1 �� /� /� �i _ BAYPO T,MN 55003-1096
PH:(651)264-5150 FX:(651)264.5485
MAX, UNIT
HEIGHT MAX. m
95.50" HEIGHT95.501, u#g
� m a
MAX.PANE 0 "0:: p "X" 10 "X., "0�� PANEL G 0.. H "X„ c o a=
HEIGHT MAX.GHT 10 10 ¢ 01 uQ
92.500" 922.00" < m °D m
MAX.bLo D.L.O L<
MAX. � �
MAX. aWc Ca3 c
HEIGHT HEIGHT w a m ui c
79.46" 79.46"d L L
7
ti
5 c y
A E o
a E
g g B 9 m
8' ELEVATION 8' ELEVATION
UNIT MAX. UNIT MAX. _
WIDTH 141.00" WIDTH 50.375" O Z
OPERABLE FIXED w
PANEL MAX. PANEL MAX. PANEL MAX. V)
WIDTH 36.00" WIDTH 72.84"
OPERABLE {�--- FIXED > Ci .W
$ WIDTH 2 " I WIDTH 63 97" B 9 0.MAX. WIDT 39.12" LLJ Q u
NOTE:6'8"DOORS UTILIZE LY
SIMILAR CONSTRUCT=ON. e
UNIT
MAX. UNIT
MAX.
HEIGHT HEIGHT �����
95.501, 95.50" `O �O
PANEL H I PANEL 7 OV<!i(. u g�
HEIGHT
X. ::0:: 10 °X" 10 MAX. 10 u0" LL2'. 0 &Y
k 92.500" 92.500'
D.LA D.L.OMAX. MAX.
����' ••'•.
HEIGHT HEIGHT i���j�y•• *P�O�```
79.4 o// 79.4 m 1 14 j y
l ¢' 4 Y Q
An.-i 1'i V.= V)Z
DWG#:
E D A WD02g3
8' ELEVATION 8' ELEVATION SHEET: 2 OF13
Andersen.
" WINDOWS-DOORS
100 FOURTH AVE NORTH
BAYPOR MN 5 96
. PH:(65I)264S 190 FX:(651)(65I)2645/85
M
M
O A
O
UNIT MAX. UNIT MAX. p vj m m
WIDTH 189.00" WIDTH 95.25" V)e O 1L'
OPERABLE FIXED
D.L.O.MAX. D.L.O.MAX." PANEL MAX. ¢ "m¢_
PANEL MAX. WIDTH 39.12" PANEL MAX. WIDTH 39.12" WIDTH 48.00" �'m a
BF
WIDTH 48.00" r IFWIDTH 48.00" B F �� ¢ , On
B 9
w c�'
(ii a u1 c
C%i
UNIT UNIT o 0
MAX. MAX.
HEIGHT HEIGHT m
119.501, 119.50,
PANE
MAXL 0 "O 0 "X 10 "� "O" MA XL 0 0 "
HEIGHT HEIGHT O ZO
116.500" 116.500" (f�
H
D.L.O D.L.O w aj N a
HEIGHT HEIGHT u
103.46" 103.46"
Z !
o
10' ELEVATION 10' ELEVATION
lL"
U)
'i T 1 �,•1 {yJ
¢ m J191
mZ
N J V)
G N == N Z .
p
DWG#:
AWD023
SHEET: 3 OF 13
Andersen,
WINDOWS-DOORS -
100 FOURTH AVE NORTH
BAYPORT.MN 55003-1096
PH:(651)¢64-5150 FX451)264-505
DO
UNIT MAX. UNIT MAX.
WIDTH 141.00" WIDTH 50.375"
OPERABLE FIXED FPANEL MAX.
PANEL MAX. PANEL MAX.. WIDTH 48.00 w o
WIDTH 36.00" WIDTH 72.84" L v
OPERABLE FIXED D.L.O.MAX. 9 z a w
D.L.O.MAX. 01.0.MAX. B F WID 39.12"III o '�DO w
WIDTH 27.10" WIDTH 63.97"
Lu
o a mLLi�
UNIT UNIT w
5 MAX. MAX, 3
HEIGHT
119,501, HEIGHT
m
PANEL L i PANEL J "O" O
MAX. X. "O" 10 "X" 10 MAX. . 10
HEIGHT HEIGHT H Z
116.500" 116.500"
H
D.L.O D.L.O > wa
MAX. MAX. w o 0
HEIGHT HEIGHT
103.46" 103.4� �
O <
E@ � Z
10' ELEVATION 10' ELEVATION
(L'; F
@ CO
CO 3+ LL;
a�- QZ
ti =x Nz
DWG#:
$ AWD023
SHEET: 4 OF13
5.501, 5.50"
TWO ANCHORS TYP TYP TWO ANCHORS TWO ANCHORS Andersen.
MAX FROM THRU EACH 5.50" THRU EACH THRU EACH !ll IIAP.CSCIIn
CORNER 10.75° BRACKET Ty BRACKET MAX FROM BRACKET I MAX O.C.
TYP. A � STYP. A �MAX
00,C. CORNTEYRPIO � A �{ I� 7.50"
3.00" 3.00" 250" I I *1"DOWS•MOORI
MAX FROM TYP. a TYR MAX FROM IOO FOURTH AVE NORIN-
CORNER 6.00" THREE ANCHORS CORNER 6.00" TYP. 1 BAYPORT.MN 55003-1096
TYP. THRU STIFFENER TYR _[ Pik(651)264-53 FX(651)2WB485
SEE NOTE SEE NOTE m'
BELOW BELOW #
ZZ o
of F�m E
"O„ n0" I "X" � O S (N m
h0 O �SEaL
TWO ANCHORS p W v
THRU EACH n 0 th m<
LOCK RECEIVER a co §F<�m
to < p p L< &
gov
W a m ui z
6.00" 14.50" 6.00" 16.50" a m d
TYP. TYP. TYR TYP.
3
a � N
MAX FROM I I N
5 EACH SILL
CORNER 12.00'—I�►I 25 C ANCHORS THRU EACH SILL MAX FROM -F� - p N
FL BRACKET(FOR ALTERNATE CORNER 12,00" 25 c ANCHORS THRU
TYP. ANCHA LAYOUT INSTALLATION SEE NOTE 1) �P' ANCHOR LAYOUT BRACKET(FOR L°
ALTERNATE (n
INSTALLATION Z
TWO ANCHORS SEE NOTE 1)
MAX FROM THRU EACH BRACKET MAX FROM O
CORNER 3.50" 5 50° M 50"AX O.C.
CORNER 6.50 MAX O.C. H ZO
TYP. .'I I � A 'I r TYP. A � TYP. I � � � 18.50"
L 2.25" 2.25 y" L
MAX FROM T TYR TYP. MAX FROM •• o $
CORNER P6.00- j CORNTPR8.00" � DETAIL A
—SEE NOTE SEE NOTE (4)ANCHORS FOR o
BELOW BELOW HEAD JAMB BRACKET ANCHORS THROUGH WOOD OR METAL N
2
—� � BRACKET REQUIRED Z <
X. I "O" I "�
TWO ANCHORS TWO ANCHORS
CHOR�FOR
LOCK RECEIVER I I LOCK RECEIVER CONCRTHRU EACH (2)ANETE/MASONRY. ```�� ••tom 6 /
DETAIL.B DETAIL C U • ~
6.00" 14.50"
HEAD JAMB STIFFENER SILL BRACKET ~
3 ANCHORS THROUGH SEE ABOVE FOR i d.
TYP. TYP. STIFFENER REQUIRED ANCHOR QUANTITIES `\
i * \
MAX FROM NOTE 1 a ' �i m
CORNER 12.00"�►— 25 C ANCHORS THRU EACH SILL USE OF CONTINUOUS SILL CLIP(ITEM 26) m- Y FItn
Q H
TYP. -ANCHOR LAYOUT BRACKET(FOR ALTERNATE ANCHOR LAYOUT REQUIRES A MAXIMUM O.C.SPACING OF: o �'' = Z
INSTALLATION SEE NOTE 1) .12.75"O.C.@ 189"WIDTH
NOTE:JAMBS HAVE A MAXIMUM O.C.SPACING OF: •8.50"O.C.@ 141"WIDTH DWG#:
..13.500"O.C.@ 119.50"HEIGHT •6.50"O.C.@ 95.25"WIDTH A W D023
•1 . "O.C.@ .50"HEIGHT SHEET: F OF
' .17.625625"O.L.@ 82 82.375"HEIGHT J
A-SERIES GUDING DOOR UNITS WITH DROP-CHANNEL SILL(ITEM 24) A `dersene
Height Width Design Pressure(PSF)
Configuration (IN) (IN) G1 G2 G3 G4 GS G6 G7 GB G9
POS. NEG. POS. NEG. POS. NEG. POS. NEG. POS. NEG. POS. NEG. POS. NEG. POS: NEG. POS. NEG.
OXXO 79.5- 141 65.0 70.0 65.0 70.0 - - - WINDOWS-DOORS
OXXO 79.5 189 65.0 70.0 65.0 70.0 - - - -
OXxO 82.375 117 65.0 70.0 65.0 70.0 10o FouRTH AVE NORTH
BAYPORT.6W 55D03-1096
OXXO 82-375 189 65.0 70.0 65.0 70.0 PH:(651)264-5150 FX:(651)264-5485
OXXO 95.5 165 - - - - - 50.0 50.0 50.0 50.0 -
OXXO 95.5 189 50.0 50.0 - - 50.0 50.0 m Y
OXXO 119.5 165 50.0 50.0 50.0 50.0 a 4 o o Z.
OXXO 119.5 189 - - - - 50.0 50.0 - 50.0 50.0 - - - -
�O� >m
XOX(o eratln _ _ - _ - - _ _ _ - 1n O m m
p gpanels) 79.5 141 65.0 70.0 65.0 70.0 W,0 Fes- O S �c
XOX(fixed panel) 79.5 141 - - - - - - - - - 65.0 70.0 65.0 70.0 ur Be w v
XOX(operatingpanelzl 82.375 117 65.0 70.0 65.0 70.0. p N p > u1 <m
XOX(fixed panel) 82.375 117 - - 65.0 70.0 65.0 70.0
xOX(operating pane Is) 82.375 141 65.0 70.0 65.0 70.0 - - - - - - u H Q Z
XOX(nxedpanall 82.375 241 - - - 65.0 70.0 65.0 70.0 ui d 7)Isi G a
XOX(operetingpanels) 95.5 141 - - - - - - 50.0 50.0 50.0 50.0 - - K
XOX(nxedpanel) 95.5 141 50.0 50.0 - - - 50.0 50.0
1 XOX(operating 119.5 141 - - - - - 50.0 50.0 50.0 50.0
a XOX
(gxetl panel) 119.5 141 - - 50.0 50.0 - - - - 50.0 .50.0 N y h
Ox 79.5 71.25 70.0 80.0 70.0 80.0
Ox 79.5 95.25 70.0 80.0 70.0 80.0 m
Ox 82.375 59.25 70.0 80.0 70.0 80.0 V)
OX 82.375 95.25 70.0 80.0 70.0 80.0 ^7
Ox 95.5 83.25 70.0 70.0 70.0 70.0 L tt�
OX 95.5 95.25 - - 70.0 70.0 - - 70.0 70.0 - - O Z
OX 101.5 83.25 - - 66.25 1 66.25 66.25 1 66.25 H O
OX 101.5 95.25 66.25 66.25 - - 66.25 66.25 U
OX 107.5 83.25 62.5 62.5 62.5 62.5 0
OX 107.5 95.25 62.5 62.5 - 62.5 62.5 LU in v 5 0
OX 213.5 83.25 - - 58.75 58.75 58.75 58.75 o a
OX 313.5 95.25 58.75 58.75 58.75 58.75 3
OX 119.5 83.25 - - 55.0 55.0 55.0 55.0 N
OX 119.5 95.25 55.0 55.0 55.0 55.0
0 79.5 38.344 65.0 80.0 65.0 80.0 - - - - - - - Z < m u
O 79.5 50.344 65.0 .80.0 65.0 80.0
i
0 82.375 32.344 65.0 80.0 65.0 80.0 `p%% -(
0 82.375 50.344 - 65.0 80.0 65.0 80.0 `�����0.• •••..,y/ '
0 95.5 44:344 - - - - - 65.0 70.0 65.0 70.0 - - - O" •�` ��� °•
O 95.5 50.344 - - - - 65.0 70.0 - - 65.0. 70.0 - z:�jn O
0 101.5 44.344 - - 62.5 66.25 62.5 66.25 LL:
0 101.5 50.344 62.5 66.25N57.5
- 62.5 66.25 N '•v
0 107.5 44.344 62.5 60.0 62.5
0 107.5 50.344 60.0 62.5 60.0 62.5
b 0 113.5 44.344 - 58.75 57.5 58.75 Z J V)
O 113.5 50.344 - - - 57.5 58.75 57.5 58.75 Z = uZ
0 119.5 44.344 55.0 55.0 55.0 <N V LL 4~
O 119.5 50.344 55.0 55.0 55.0 55.0 DWG#In
• O
$ AW0023
NOTE: ALL PRESSURES MEET WATER INFILTRATION REQUIREMENTS SHEET. 6 oF13
A-SERIES GUDING DOOR UNITS WITHOUT DROP-CHANNEL SILL(ITEM 24) Andersen.
Height Width Design Pressure(PSF)
Configuration (IN.) (IN.) Gl G2 G3 G4 GS G6 G7 G8 G9
POS. NEG. POS. NEG. POS. NEG. POS. NEG. POS. NEG. POS. NEG. POS. NEG. POS. NEG. POS. NEG. IMAM
MCI 79.5 141 50.0 70.0 S0.0 70.0
OXXO 79.5 189 50.0 70.0 50.0 70.0 WINDOWS-DOORS
OXXO 82,375 117 50.0 70.0 S0.0 70.0 100 FOURTH AVE NORTH
BAYPORT,MN 55003-1096
MCI 82.375 189 50.0 70.0 50.0 JO.O PH:(651)2643150 FX:(651)264.5/B5
OXXO 95.5 165 - - - - - 50.0 50.0 50.0 50.0 -
MCI 95.5 189 - - - - 50.0 50.0 - - 50.0 50.0
OXXO 119.5 165 A 50.0 50.0 50.0 50.0 3#o S
OXXO 119.5 189 50.0 50.0 50.0 50.0 CL w Ed ?m a
XOX(operating panels) 79.5 141 50.0 70.0 50.0 70.0 w o F= OR
XOX(Bred panel) 79.5 141 50.0 70.0 50.0 70.0 Z > US:
ij
XOX(operatingpanels) 82.375 117 50.0 70.0 50.0 70.0 �-+N 2�2t DO Q
XOX(flsed panel) 82.375 117 - - - - - - - - - 50.0 70.0 50.0 70.0 ¢ ice- ? )-a<Q
Om !�
d 93 §`N �
XOX(operatingpanels) 82.375 141 - 50.0 70.0 50.0 70.0 - - - - - - - - - O W Z
XOX(Raed panel) 82.375 141 - - - - - - - - 50.0 70.0 50.0 70.0 W m Lap a
XOX(operatingpanels) 95.5 141 - - - - - 50.0 50.0 50.0 50.0 - - wa o rn a
XOX(fixed panel) 95.5 141 50.0 50.0 50.0 50.0 a
2 XOX(opemungpanels) 119.5 141 50.0 50.0 50.0 50.0
N
2 XOX(find panel) 119.5 141 50.0 50.0 50.0 S0.0 ¢ N m
OX 79.5 71.25 50.0 80.0 50.0 80.0 o 0
OX 79.5 95.25 50.0 80.0 70.0 80.0 m
OX 82.375 59.25 50.0 80.0 50.0 1 80.0 - V)
OX 82.375 95.25 50.0 80.0 70.0 1 80.0 Z
OX 95.5 83.25 50.0 70.0 50.0 70.0
OX 95.5 95.25 50.0 70.0 - - 50.0 70.0 O Z H
OX 101.5 83.25 - - - - - - - 50.0 66.25 50.0 66.25 - O
OX 101.5 95.25 50.0 66.25 - - 50.0 66.25
OX 107.5 83.25 - 50.0 62.5 50.0 62.5
U °Ca
OX 107.5 95.25 - - - - - 50.0 62.5 - - 50.0 62.5 - LLJ w c
b OX 113.5 83.25 50.0 58.75 50.0 58.75 o
OX 113.5 95.25 50.0 58.75 50.0 58.75 3
OX 119.5 83.25 - - 50.0 55.0 50.0 55.0
OX 119.5 95.25 50.0 55.0 50.0 55.0 N
s O 79.5 38.344 45.0 80.0 45.0 80.0 - - - O ep
0 79.5 50.344 45.0 80.0 45.0 80.0 Z
0 82.375 32.344 45.0 80.0 45.0 80.0
0 82.375 50.344 45.0 80.0 45.0 80.0 �� lG�,,••!'•.....,e /
.� O 95.5 44.344 - - - 45.0 70.0 45.0 70.0
O 95.5 50.344 45.0 70.0 45.0 70.0 O
2 �. 111
1 0 101.5 44.344 - 45.0 66.25 45.0 66.25 0
s 0 101.5 50.344 45.0 66.25 - - 45.0 66.25
O 107.5 44.344 145mo5.0 62.5 45.0 62.5 p
9 0 107.5 50.344 45.0 62.5 45.0 62.5 ''',���/y••*P�O�``�
0 113.5 44.344 - - - - - 45.0 58.75 45.0 58.75 - r
0 113.5 50.344 45.0 58.75 45.0 58.75 Z m u)
0 119.5 44.344 55.0 45.0 55.0 0 o ti =2 Z
0 119.5 50.344 45.0 55.0 45.0 55.0
$ DWG#:
AWD023
NOTE: ALL PRESSURES MEET WATER INFILTRATION REQUIREMENTS SHEET: 7 OF 13
#10 WOOD SCREW
INSTALLATION ANCHOR
(ALL OTHER UNITS) Andersen.
SEALANT BETWEEN CONCRETE/MASONRY #LO WOOD SCREW
BY OTHERS
CONCRETE/MASONRY d 2X BY OTHERS INSTALLATION ANCHOR
WOOD BUCK BY OTHERS (4-PANEL UNITS ONLY) #10 SELF-TAPPING SCREW
2X WOOD BUCK INSTALLATION ANCHOR METAL STUD Wirt o o wa.o 0 o a s
BY OTHERS SHEATHING FRAMING BY OTHERS
SEALANT BETWEEN 3/4"MIN EDGE DISTANCE BY OTHERS 3 THREADS 100FOOaTHAVE NORTH
FLANGE d 2X BAYPORT•MNSS M-wve
WOOD BUCK 1-1/2"MIN.EMBEDMENT SEALANT BETWEEN MIN.PENETRATION PN(651)2643170 F%:(651)2b 9iB9
FLANGE 4 SHEATHING BEYOND METAL FRAMING
EXTERIOR FINISH : • + m n
BY OTHERS z�� I/4"MAX. EXTERIOR FINISH R S
BY OTHERS 1/4"MAX. ti a i
PERIMETER SEALANT : SHIM SPACE (' SHIM SPACE ut c o
BYO PERIMETER SEALANT to 'ro
.............
T
16 BYO —� n0 s amp
10 ,("ac �G pub'
1 m W
28 16 13 2 Q m <m
23 33 27 31 19 ' " w pt
UNIT EXTERIOR 7 O.A. i•i a w'o a
UNIT ,/p�
zt HEIGHT HEIGHT EXTERIOR 7 a 1�m
SEE GLAZING
DETAILS�� INTERIOR SEE GLAZING INTERIOR ¢ aN
21 DETAILS 1 p o
_SEE GLAZING
DETAILs m
VERTICAL SECTION MIN.EDGE DISTANCES C VERTICAL SECTION
HEAD-2K WOOD BUCK ANCHOR CONCRETE CMU l R� FIXED HEAD-METAL STUD 2
3/"TAPCON 2)"' 2/" w
SEE GLAZING / Y4"TAPCON 2 Y" 1 " 0 Z
DETAILS�! 21 21
1 SEE GLAZING SEE GLAZING u o,
N
DETAILS EXTERIOR DETAILS o 0
EXTERIOR
u.
B B B N
UNIT UNIT Z
HEIGHT
HEIGHT INTERIOR 31 INTERIOR `,`����0
23 5 14 19 `0 /
3 PERIMETER SEALANT 22 s ,
p•} 32 15 BY OTHERS
^� EXTERIOR FINISH d 4 25 1-1/4"MIN. BY OTHERSrV1 �_ ���b� k
EMBEDMENT L_J -- �i� y•��*pR0
r �
TWO(2)ITW TAPCON �.:!.;'I•' •' ?•` ::; ^• ca� m Zli
r 2X WOOD BUCK BY OTHERS
INSTALLATION ANCHORS.
•:,,• .• `� <w ra Y Q
p.: =x hZ
PER CLIP(SEE TABLE) • '' :,.''�. ; :,. •, SEALANT BETWEEN ;.•' p v
. . SEE TABLE FOR CONCRETE/MASONRY d 2X ;';.• •-
CONCRETE/MASONRY "( EDGE DISTANCES WOOD BUCK BY OTHERS DWG#:
BY OTHERS _VERTICAL SECTION
SEALANT BETWEEN SILLCONCRETE!MASONRY BY OTHERS �p�- VERTICAL SECTION A WD023
¢ ACONCRETE/MASONRY 8 SIL!-CONCRETE/MASONRY SEALANTBETWEENSILL4 $ FIXED SILL-2XWOOD FRAME SHEET:
WOOD BULK 8 OF 13.
#10 WOOD SCREW 3/4°MIN EDGE
INSTALLATION ANCHOR DISTANCE N50 WOOD SCR ANCHOR /�„
(ALL OTHER UNITS) A ldCrsen
SHEATHING PANEL UNITS ONLY)
2X
BY OTHERS 2X WOOD FRAME '
SEALANT BETWEEN BY OTHERS
FLANGE L12X WOOD BUCK 1-1/2"MIN.
EXTERIOR FINISH
EMBEDMENT WINDOWS•00003
.
BY OTHERS 100'FOURTH AVE NORTH
1_'•' .... 0AVP0RT,MN55W3-1096
PERIMETER SEALANT 1/4"MAX. PW(651)264-5150 FX:(651)264-3485
BY OTHERS SHIM SPACE m
m
16 u �
10 1 0t N> a
0 0
v1 0 a m
28
23 33 2 in �mi.
O.A. EXTERIOR a m 7u¢m
UNIT 7
HEIGHT C �}c
¢ ui a x
SEE GLAZING INTERIOR w com p-
g DETAILS�� 21 a !�m
r
SEE GLAZING d
1 DETAILS a
0
MIN.,EDGE DISTANCES •�• m
ANCHOR CONCRETE CMU VERTICAL SECTION
IOIN (n
Y/"TAPCON 1 2 Ya" 2 W 9 HEAD-2X WOOD FRAME Z
1/"TAPCON 1 2 Y," I 1'/2" / 0
SEE GLAZIN 21 H
DETAILS ���•..444 ,5
SEE GLAZING W
DETAILS uj w c
d aL a g
LL
B B a
O.A. EXTERIOR Z
UNIT
HEIGHT INTERIOR %% * a��4
23 3 Z�•
g CONTINUOUS SILL CLIP W/
p 24 32 15 CONTINUOUS BEAD OF POLYURETHANE Lc I-
CONSTRUCTION ADHESIVE ) F
26 1-1/4"MIN.
EMBEDMENT
• +, ITW TAPCON 4
•. INSTALLATION ANCHOR m Y tpz-
BYSEE TABLE) ¢N x CONCRETE/MASONRY I SEE TABLE FOR DWG#:OTHERS '�1 EDGE DISTANCES
SEALANT BETWEEN SILL VERTICAL SECTION AWD023
SCONCRETE/MASONRY p SILL-CONCRETE/MASONRY SHEET: 9
7 7 oF13
Andersen,
1/4"MAX. i 11/4"MIN.
3 THREADS MIN. MAX. SHIM SPACE EMBEDMENT
PENETRATION BEYOND SHIMIM SPACE
METAL FRAMING CONCRETE/MASONRY
BY OTHERS WINDOWS•DOOR$
METAL STUD SEE GLAZING :a. SEALANT BETWEEN
FRAMING BY OTHERS INTERIOR DETAILS INTERIOR 100 FOURTH AVE NORTH
2 30 7 17 20 1 CONCRETE/MASONRY&1X vw(651)264-5150 FX:(651)264.5485
WOOD BUCK BY OTHERS
#10 SELF-TAPPING 21 1 m
BY OTHERS
IX WOOD BUCK
INSTALLATION 19 SEE GLAZING 29 ITW TAPCON z 4i#
o
ANCHOR DETAILS 6 INSTALLATION ANCHOR
7 21 1 (SEE TABLE) G, V O
4 7 2 A3 W U
7 SEE TABLE FOR ¢ z j u' ¢w p
SHEATHIN 9 EDGE DISTANCES
BY OTHERS cc
SEE GLAZING '•'R' ° uj
SEALANT BETWEEtu
DETAILS d m 11' a
FLANGE&SHEATHING 23 SEE GLAZING 30 12 a
16 12
k EXTERIOR FINIS SEALANT BETWEEN
BY OTHERS EXTERIOR DETAILS 7. EXTERIOR 16 '�'�FLANGE&IX WOOD BUCK �u
N
PERIMETER SEALANT EXTERIOR FINISH c c
O.A. O.A. BY OTHERS
BY OTHER UNIT UNITWIDTH PERIMETER SEALANTWIDT m
G HORIZONTAL SECTION HORIZONTAL SECTION rl-' BY OTHERS
HORIZONTAL SECTION Z
JAMB-METAL STUD PANEL INTERLOCK-B'DOORS JAMB-IX WOOD FRAME 0
1/4"MAX. MIN.EDGE DISTANCES
11/2" Ho
SHIM SPACE ANCHOR CONCRETE CMU
EMBE MIN.
EMBEDMENT &"TAPCON 2 w
(/" 2 "
r.;}•.`::';.: '::.:., Y4"TAPCON 2 Ya" 1(/" W c
2X WOOD u°
FRAMING BY OTHERS 2 SEE GLAZING
#10 WOOD SCREW INTERIOR DETAILS INTERIOR
INSTALLATION ANCHOR 34 7 SEE GLAZING
3/4"MIN. 19 21 ii SEE GLAZING Hzc; ioNi
DETAILS
EDGE DISTANCE DETAILS
7 1 1 21 4444 Q-0
SHEATHING ^`q
BY.OTHERS
9
SEALANT BETWEEN 7 7 4��G ''•.,
FLANGE&SHEATHING 16 13 EXTERIOR ,o
EXTERIOR FINISH O.A. SEE GLAZING 33 29 �i� y •*pQtO,44
BY OTHERS UNIT SEE GLAZING 34 DETAILS
PERIMETER SEALANT WIDTH DETAILS 7 EXTERIOR ' Z y Q
BY OTHERS p r 3 ti =2 tn
u Z
[� HORIZONTAL SECTION � HORIZONTAL SECTION �id HORIZONTAL SECTION DwG# U
FIXED JAMB-2X WOOD FRAME PANEL INTERLOCK-10'DOORS BUTT STILE A W D02 3
�s SHEET 10 oF13
0.75"O.A.I.G.LAMINATED GLASS 0.868"O.A.I.G.LAMINATED GLASS Andersen
CONSISTING OF: 0.538"O.A.LAMINATED GLASS CONSISTING OF:
0.254'TEMPERED GLASS, CONSISTING LE 0,354"TEMPERED GLA55,
-+� 0.106"STAINLESS STEEL SPACER, �{ �+- 0.090"ANNEALED GLA55, 0.154.STAINLESS STEEL SPACER,
0.106"ANNEALED GLA55 I I 0.090"PVB INTERLAYER BY DUPONT, 0.154"ANNEALED GLASS
EXTERIOR 0.090"PVB INTERLAYER BY DUPONT, 0.224"ANNEALED GLA55 0.090"PVB INTERLAYER BY DUPONT, Witte O W s.DOORS
0.106"ANNEALED GLASS EXTERIOR EXTERIOR 0.154"ANNEALED GLASS
100 FOURTH AVE NORTH
DOW 9-1350 DOW 9-1350 DOW 9-1350 SAW011T.MN0003-1096
MIN,GLA55 SILICONE MIN.GLA55 SII ICONE MIN.GLASS SILICONE PH:(65112649190 F%:(6SIJ 2645/9S
SITE 9/16° 1/4"X 1-1/2"STAPLES BITE 9/16" 1/4"X 1-1/2"STAPLES BITE 9/16° 1/4"X 1-1/2"STAPLES m A
(18 GA.GALV. (18 GA.GALV. (18 GA.GALV. rg
GE 7700 STEEL @ 8"O.C.) GE 7700 STEEL @ 8"O.C.) GE 7700 STEEL @ 8"O.C.) a SILICONE SILICONE SILICONE it
p a m
INTERIOR INTERIOR
GLAZING DETAIL 1 GLAZING DETAIL 2 GLAZING DETAIL 3 V=
<� m cm r
ui
o
i"O.A.I.G.LAMINATED GLASS 0.914"O.A.I.G.LAMINATED GLASS 0.881"O.A.I.G.LAMINATED GLASS ,/;T
6 DO W M
CONSISTING OF: CONSISTING OF: CONSISTING OF: a 1En
0.224"TEMPERED GLASS, 0.185"TEMPERED GLASS, 0.154"TEMPERED GLASS,
0.316"STAINLESS STEEL SPACER, 0.314"STAINLESS STEEL SPACER, 0.314"STAINLESS STEEL SPACER,
S ASS 0.154"ANNEALED GLASS 0.154PANNEALEb GLASS
0.095"SENTRYGLDASLINTERLAYER BY DUPONT, 0.1 5"P S INTERLAYER BY DUPONT, 0.105"PVB INTERLAYER BY DUPONT, a o
EXTERIOR 0.185"ANNEALED GLASS EXTERIOR 0.154"ANNEALED GLASS EXTERIOR 0.154"ANNEALED GLASS
m
DOW 9-1350 DOW 9.-1350 DOW 9-1350
MIN.GLASS SILICONE MIN.GLASS SILICONE MIN.GLASS SILICONE
SITE 9/16" 1/4"X 1-1/2"STAPLES BITE 9/16" 1/4"X 1-1/2"STAPLES SITE 9/16" 1/4"X 1-1/2"STAPLES
(18 GA.GALV. (18 GA.GALV. (18 GA.GALV.
STEEL @ B"O.C.) STEEL @ 8"O.C.) STEEL @ 8"O.C.) O Z
DOW 9-1350 GE 7700 H. O
SILICONE OR DOW 9-1350 GE 7700
INTERIOR SEE NOTE 3. INTERIOR OR DOW 9-1350 INTERIOR H
SEE NOTE 3.
GLAZING DETAIL 4 GLAZING DETAIL 5 GLAZING DETAIL 6 LU W
aC a 8 .
a
1"O.A.I.G.LAMINATED GLASS o
0.553"O.A.LAMINATED GLASS CONSISTING OF: 0.538"O.A.LAMINATED GLASS N
CONSISTING OF: 0.224"TEMPERED GLASS, CONSISTING OF:
0'224"ANNEALED GLA55, 0.378.STAINLESS STEEL SPACER, 0.224"ANNEALED GLA55, p <
0.105"PVB INTERLAYER BY DUPONT, 0.154"ANNEALED GLASS I 0.095"SENTRYGLAS INTERLAYER BY DUPONT, Z
0.224"ANNEALED GLASS 0.090"SENTRYGLAS INTERLAYER BY DUPONT, r 0.224"ANNEALED GLASS ♦♦♦
gg EXTERIOR
? EXTERIOR 0.154'ANNEALED EXTERIOR ♦ �C a
N LED GLASS ♦♦ O
DOW 9-1350 DOW 9-1350 �♦ ••t•••••••
MIN.GLA55 SILICONE DOW 9-1350
MIN.GLA55 SILICONE MIN.GLASS SILICONE O
BITE 9/16° 1/4"X 1-1/2 STAPLES BITE 9/16" 1/4"X 1-1/2"STAPLES BITE 9/16" 1/4"X 1-1/2"STAPLES V
a (18 GA.GALV. (18 GA.GALV: (18 GA.GALV.
STEEL @ B"O.C.) STEEL @ B"O.C.) STEEL @ B"O.C.)
GE 7700 DOW 9-1350 '��'d ••
OR DOW 9-1350 INTERIOR SILICONE INTERIOR D SILICONE ���i ••O�
INTERIOR �j y pR ♦♦
SEE NOTE 3.
GLAZING DETAIL 7 GLAZING DETAILS GLAZING DETAIL 9mi Z
NOTES: c�
1) ALL GLAZING MEETS SAFETY GLAZING REQUIREMENTS OF THE FBC. 110
2) FIXED GLASS LITES GREATER THAN 36"IN WIDTH SHALL HAVE TWO APPROVED SETTING BLOCKS IN DWG#:
ACCORDANCE WITH THE FBC. A 1A/DO��
3)FOR GLAZING DETAILS 5,6',d 7,WHERE INDICATED,UNITS EQUAL TO OR LESS THAN 8'IN HEIGHT SHALL USE A YV
GE7700 SILICONE,FOR UNITS GREATER THAN 8'IN HEIGHT,USE DOW 9-1350 SILICONE. SHEET. o f 13
BILL OF MATERIALS
NO. DESCRIPTION MATERIAL MANUFACTURER Andersen
dersen'
1 FRAME RAMEHPERATIAT-TAM WOOD ANDERSEN
2 FIXED FRAME HEAD/STAT.JAMB WOOD ANDERSEN
3 FRAME SILL FIBERGLASS ANDERSEN O
4 FIXED FRAME SILL FIBERGLASS ANDERSEN FRAME HEAD/OPERATING JAMB O FIXED FRAME HEAD/STATIONARY JAMB
5 WATERSHED PVC ANDERSEN WOOD WOOD WINDOWS•00ORS
6 OPERATING PANEL INTERLOCK PVC ANDERSEN ����JJJJ 4.242" 100 FOURTH AVE NORTH
7 TOP RAILS STILE WOOD ANDERSEN 4.242" BAYPORT,MN 55003-1096
PK.(651)264-5150 FX:(651)264-5485
8 BOTTOM RAII. WOOD ANDERSEN
9 STAT.PANELINTERLOCK PVC ANDERSEN 0.655" 1.016" w
10 HEAD CLADDING FIBERGLASS ANDERSEN Z v
it. BUTT STILE FIBERGLASS ANDERSEN
N 3
12 7AMBCLADDING FIBERGLASS ANDERSEN
13 FD(ED HEAD&JAMBCLADDING FIBERGLASS ANDERSEN U)OQ =.�
14 FIXED SILL CLADDING FIBERGLASS ANDERSEN 8 o�" 3 Q i
15 SILL COVER PVC ANDERSEN IZ-1 0 m
16 FLANGE PVC ANDERSEN - O FRAME SILL O FIXED FRAME SILL o m z<m
17 JAMB CLAD DING INSERT PVC ANDERSEN FIBERGLASS FIBERGLASS �$ Q'�
18 PANEL STOP WOOD ANDERSEN TYP.WALL THICKNESS 0.082" TYP.WALL THICKNESS 0.082" H o
19 FIXED PANEL STOP WOOD ANDERSEN _ 6.170 +i I{�--- 6.200" �¢ m.0 p p-
20 JAMB STOP WOOD ANDERSEN I m a
21 3/4"NOM.GLASS STOP WOOD ANDERSEN n•
21A 7/8"NOM.GLASS STOP WOOD ANDERSEN � c 2.169' � 1.722
218 1/2"NOM.6LASSSTOP WOOD ANDERSEN
21C 1"NOM.GLASS STOP WOOD ANDERSEN o
22 FIXED SILL WOOD ANDERSEN
23 WEATHERSTRIPPING POLYPROPYLENE ANDERSEN 0°
24 DROPCHANNEL ALUMINUM6063-T5 ANDERSEN (!�
25 SILL BRACKET STAINLESS STEEL ANDERSEN
26 REPLACEMENT SILL BRACKET ALUMINUM 6063-T5 ANDERSEN
27 HEAD STOP CARRIER ALUMINUM6063-T5 ANDERSEN rJ WATERSHED - 6 OPERATING PANEL INTERLOCK
28 HEAD STOP WOOD ANDERSEN O PVC O. PVC O Z
29 TWO POINT LOCK STEEL ANDERSEN 1.627 ��--��-- �'I
30 STILE STIFFENER ALUMINUM6063-T5 ANDERSEN 1_L I
31 FIXED PANEL SPACER PVC ANDERSEN 0.770"
0.763"
32 STAT.PANEL FILLER PVC ANDERSEN LJ,J w
33 WEATHERSTRIPPING POLYPROPYLENE ANDERSEN G u
34 1 MONUMENTAL STILE STIFFENER1 ALUMINUM 6063-T5 ANDERSEN
0
OTOP PAIL&STILE O B o DOM RAIL O STATIONARY PANEL INTERLOCK 10 HEAD CLADDING
TYP.WALL THICKNESS 0.082" O <
I� 4.200"
1.719" 1.719" 0.765° O;`•
LL
U3 •~V� r
;11 •;�}
11 BzBE�RG5A5s E 12 JAMB FIBERGLASSDDING 13 FieERDLAssAD&JAMB CLADDING 14 FeERDLassL CLADDING
TYP.WALL THICKNESS 0.091.0TYP,WALL THICKNESS 0.082" TYP.WALL THICKNESS 0.082" TYP.WALL THICKNESS 0.082" �i��H *pR0
4.204 89
4.470' 4.200° " 2.0 " ¢N °ZZD m1
828 1. " V
1.704 � 1.710 DWG#:
1.920" Q , q AWD023
L SHEET:
12 oF13
Andersen,
15 PvcL COVER 16 avc NGE 17 JAMB CLADDING INSERT 1$ PwoopL STOP 19 WooD PANEL STOP 20 JAMB�STOP
TYP.WALL THICKNESS 0.082' TYP.WALL THICKNESS 0.050" T.YP.WALL THICKNESS 0.082"
�� ► 1,064" +I
�r
w 1 N B o we•o O o N s
0400 1.969" 0.958" 0.953" 0.678" IwFoua
NORTH
0" BAYPOgT,MN 5503-10%
PN:(6264"5 F (651)260.548" D.75 4
5988
1.430 1.396"1.430" IC736 m j)
l T
"u1' M O AA
uj
21 3/4"NOM.GLASS STOP 21A 7/8"NOM.GLASS STOP 21B 1/2"NOM.GLASS STOP 21C 111 NOM,GLASS STOP 22 FIXED SILL 23 WEATHERSTRIPPING W tb z o isWOOD WOOD WOOD WOOD WOOD POLYPROPYLENE ¢4
in
0,500" 0.403" 0.345"'
-� �- j 0,734" -�Ipy�� j �n 1 2.443" I 0.464"
0.875" 0.875" YJ-�--1 +n�0,8L75" �' 1-,312_T' 0.450'- m c
J 0.875' Y J �J 4ci+
DROP CHANNEL SILL BRACKET REPLACEMENT SILL BRACKET HEAD STOP CARRIER HEAD STOP TWO PT.LOCK c
Us
ALUMINUM 6063-T5 25 STAINLESS STEEL 26 ALUMINUM 6063-T5 27 ALUMINUM 6063-T5 28 WOOD 29 STEEL
0.893° 1.228" WALL THICKNESS36.9" 0.082" 0.583" m
1.071" 2.369"
F11.206" z
0,322 0.902" °0.374"
� Z
30 STILE STIFFENER 31 FIXED PANEL SPACER 32 STATIONARY PANEL FILLER 33 WEATHERSTRIP
ALUMINUM 6063-T5 PVC PVC
POLYPROPYLENE
POLYP RRO�
PYL ENE LCU
0.578" 0.187" 5" 0.450" �0'9s
J-
0.270"
1.188,
2.328" 4" oN
z
$ O34 MONUMENTAL STILE STIFFENER �.` ��0
ALUMINUM 6063-T5
0.875" 5.
4.5" N •;
3.25"
1.75" ��i d.'
2.282"
0.25"
1 0 1 {ti
O •~-' co Y
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Ld
SILL BRACKET DETAIL "
(ITEM NO.26); DWG#:
AWD023
SHEET.13 OF13