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• FL# FL17720
Application Type New
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.bar-stad@Ander'senCorp.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
.Category Windows
Subcategory Mullions
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 Javad Ahmad
the Evaluation Report
Florida License PE-70592
Quality Assurance Entity Window and Door Manufacturers Association
Quality Assurance Contract Expiration Date 01/31/2019 .
Validated By Jesus Gonzalez,P.E.
"Validation Checklist-Hardcopy Received"
Certificate of Independence FL17720 RO COI SS-Mullion Systems(LMI)-CI 2014 odf
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code FILE COPY
http.//www.noridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsp/p2bbt23mL8HoUougGeRycByLV8sWrDfS8npazkgMgQjswp/p3dp/p3d 1/2
7/28/2017 t Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 05/01/2015
Date Validated 05/01/2015
Date Pending FBC Approval 05/09/2015
Date Approved 06/23/2015
Summary of Products
i FL# Model,Number or Name Description
17720.1 4-9/16"&6-9/16"Laminated Large missile impact resistant clipped wood mullion.
Veneered Lumber(LVL)Clipped
Wood Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17720 RO II SS-LVL Clipped Wood Mullion(LMI) M15-
Approved for use outside HVHZ:Yes Ol.Ddf
Impact Resistant:Yes Verified By:]avad Ahmad 70592
Design Pressure:+70/-70 Created by Independent Third Party:Yes
Other:See drawing M15-01 for span vs load combinations Evaluation Reports -
and installation details. FL17720 RO AE SS-LVL Cliooed Wood Mullion (LMI)-PAE
2014.Ddf
Created by Independent Third Party:Yes
17720.2 Series Narrow Clipped Steel Mullion Large missile impact resistant clipped steel mullion.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17720 RO II SS-Narrow Cliooed Steel Mullion(LMII M15-
Approved for use outside HVHZ:Yes 03.odf
Impact Resistant:Yes Verified By:]avad Ahmad 70592
Design Pressure:+100/-500 Created by Independent Third Party:Yes
Other:See drawing M15-03 for span vs load combinations Evaluation Reports
and installation details. FL17720 RO AE SS-Narrow Cliooed Steel Mullion(LMI)-PAE
2014.odf
Created by Independent Third Party:Yes
17720.3 Series Narrow extruded aluminum Large missile impact resistant extruded aluminum mullion.
mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17720 RO II SS-Narrow Extruded Aluminum Mullion
Approved for use outside HVHZ:Yes (LMII M15-02.Ddf
Impact Resistant:Yes Verified By:]avad Ahmad 70592
Design Pressure:+100/-100 Created by Independent Third Party:Yes
Other:See drawing M15-02 for span vs load combinations Evaluation Reports
and installation details FL17720 RO AE SS-Narrow Extruded Aluminum Mullion
(LMI)-PAE 2014.Ddf
Created by Independent Third Party:Yes
Baelc Next
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:85d-497-1824
The State of Florida Is an AA/EEO employer.'Coovright 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
mail 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 click her .
Product Approval Accepts:
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http://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgs%2bbt23mL8HoUougGeRycByLV8sWrDfS8npazk9MgQjsw%3d%3d 212
ANDERSEN CORPORATION, INC Andersen.
.VINYL CLAD SPECIALTY DIRECT GLAZED WINDOWS-DOORS
INSTALLATION NOTES: WINDOW (1 MPA C T) IDD FOURTH AVE N NORTH -
BA264-51 MN X:(651)26
VH:(67])264-7190 F%:(671)2645{87
1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, m
UNLESS OTHERWISE STATED.
2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF GENERAL NOTES: Q pk' ZZv N
ANCHORS TO BE USED FOR PRODUCT INSTALLATION. Z R a
V)do1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND ¢o m
�Z N uS
3.INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF tl/21NCH OF MANUFACTURED TO COMPLY WITH THE STH EDITION '
THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL(I.E.,WITHOUT FLORIDA BUILDING CODE(FBC),INCLUDING HVH2 AND HAS 4p4 Z Q _fit
CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE BEEN EVALUATED ACCORDING TO THE FOLLOWING: G w wm
INSTALLATION ANCHOR TO THE NEXT.
TAS 201.94 LU v~i m Fi Q
4.INSTALLATION CLIP:FOR INSTALLATION THROUGH 2X WOOD FRAME USE TWO(2)N8 • TAS 202-94 f'+ - 47
WOOD SCREW OR ONE(1)R10 WOOD SCREW PER INSTALLATION CLIP OF SUFFICIENT • TAS 203-94 p LU T4 N
LENGTH TO ACHIEVE 11/2INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. TABLE OF CONTENTS - w a CO w 43£
INSTALLATION CLIP MAY BE USED FLAT AGAINST2X WOOD BUCK OR BENTAROUND 2X 2.ADEQUACY OF THE EXISTING STRUCTURAL LU a
WOOD BUCK. _ CONCRETE/MASONRY,2X AND METAL STUD FRAMING AS SHEET REVISION SHEET DESCRIPTION a
MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
5.INSTALLATION CLIP:FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
OR DIRECTLY INTO CONCRETE/MASONRY,USE ONE(1)3/161NCH ITW TAPCON PER
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE 1 A GENERAL 3 INSTALLATION NOTES
INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE II/41NCH MINIMUM ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 2 - ELEVATIONS n g
EMBEDMENT. INSTALLATION.
3 - ANCHORLAYOUTS ),
3.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND m h
6.INSTALLATION CLIP:FOR INSTALLATION THROUGH UFTALSTT L USENG TWO A IE 4 - VERTICAL 6 HORIZONTAL SECTIONS
SELF-DRILLING SCREWS PER INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVES ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
THREADS MINIMUM PENETRATION THROUGH METAL FRAME SUBSTRATE. STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 5 - VERTICAL SECTIONS v,
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
7.MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING FOR THE PROJECT OF INSTALLATION. 6 - GLAZING DETAILS O Z.
BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC 7 - COMPONENTS 4 BILL OF MATERIALS H Z
8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC N a
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE O
FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED
9.FOR HOLLOW BLOCKAND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ENGINEER OR ARCHITECTSHALL PREPARE SITE SPECIFIC U
ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF DOCUMENTS FOR USE WITH THIS DOCUMENT. Uj Z
BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. G
S.APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED
10.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT w
MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE RESISTANCE.
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. R
F OW 6.MINIMUM WINDOW MATERIAL:PONDEROSA PINEOR EQUAL. UNIT DESIGN PRESSURE IMPACT RATING
ECIFICGRAVRY OF0,40. P5060 � Z G
11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS 7,GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS LARGE 6 SMALL
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. ETB •70.0/-80.0 PSF MISSILE ♦�� 711, I°
FOLLOWING PROPERTIES: CTC3 IMPACTRATED ♦♦♦` O :*a�jl K ,
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. ♦ ,,....,,
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000PSI. 8.DESIGNATIONS"X"AND"0"STAND FOR THE FOLLOWING: ♦♦ Qr�.•' 1 •.,
C.G GREATER).
-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR X. OPERABLE PANEL CTR6010 O: FIXED PANEL ••NOTE:SEE SHEET 6 FOR APPLICABLE ad
_
D,STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM WALL THICKNESS OF g,IN ACCORDANCE WITH THE FBC,WOOD COMPONENTS SHALL GLAZING OPTIONS U.:
33 MILS(20 GAUGE). ~ tlllltltltl
HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A U) I-
E.ALUMINUM-1/8"MINIMUM THICKNESS(6063-TS). DURABLE SPECIES
10.LVL FRAME MATERIAL COMPLIES WITH APPLICABLE FBC '��i�.�•� ' •••
STANDARDS FOR STRUCTURAL COMPOSITE LUMBER.
13111
11.CUSTOM 512E5 AVAILABLE UPON REQUEST. (ij DTD ti Op 2
pst � V= NZ
0
Digitally signed by Hermes F.Norero,P.E. DWG#:
Reason:I am approving this document A W D070
Date:2015.04.21 14:07:36-04'00' SHEET: 1 OF 7
95.250"MAX.
UNIT WIDTH Andersen.
Idersen.
90.750"MAX. NOTE:
D.L.O.WIDTH WINDOW WIDTH(W)AND HEIGHT
F G (H)ARE INTERCHANGEABLE FOR ALL
5 5 SIZES SHOWN HEREIN NOT TO WINDOWS-DOORS
(W) I EXCEED MAXIMUM TESTED SQUARE
21.000" 16.500" FOOT AREA.ANCHOR SPACING SHALL 100 FOURTH AVE NNORTH
BAYPORT,A1N 55003.1096
MAX. MAX. OR SHORTNOT LEGO UNIT.SHOWN FOR LONG FW(651)2645150 FX(6W)36A-54B5
UNIT D.L.O. Tf OR SHORT LEG OF UNIT,
HEIGHT HEIGHT �//. 71.875"MAX. 3
UNIT WIDTH (H) (W) I a
5 "s ELEVATION 6.L.O. MAX. g A
ET8 D.L.O.WIDTHC f (H)
a T < o�:ee
m Nm;
A03z
38.250" .33.750" / o aWc ¢
MAX. MAX. // 0 0, ,'b=-1�m w c
UNIT D.L.O. a( R
HEIGGIHT HEIGHT
f �-u
59.875"MAX. A
4
UNIT WIDTH m
55.125"MAX, ELEVATION
D.L.O.WIDTH QUARTER ROUND OVAL o �
8 CTC3 CrQ z
a 0
/ H z
67.250" HALF TCIRCLE CIRCLE
D.L.O.
Max. QUALIFIED SHAPES w
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HEIGHT
D .0" p
71.875" 4 4
MAX. 71.875"MAX. O
UNIT UNIT WIDTH Z
HEIGHT 67.375"MAX. ,o
D.L.O.WIDTH ��� O •*a3j1�'y
a MAX.
F D.L.O.
p„ _ D HEIGHT +ti
a O, a ' y
4 12.00"
X.
ELEVATION UNi T <4
HEIGHT 111 coti m Z 1/1
a5060
ELEVATION Q z3 Y ¢
a� �. x M u z
CTR6010 In
DWG#:
A W0070
SHEET: 2 OF 7
Andersen.
20"MAX.O.C. -
WIRDOWB•DOOR!
20'MAX.O.C. 100 FOURTH AVE N NORTH
B)2PO51,MN99003-)ova
6"FROM CORNER
PH:(67164l0 F%:(691)m6474R!
"p 6"FROM CORNER tj 12I- _I � n
6"FROM CORNER �- f�20"MAX.O.C. �� N c 5 vj m
c o 06 -
ANCHOR LAYOUT 5 In
ET-UNITS 6"FROM CORNER—+I f i j m
20"MAX.O.C.' G m
ANCHOR LAYOUT w a N
CTC,CTQ,CIR,OVL-UNITS � 00•`�,
a
a
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12"MAX.O.C. O
6"FROM CORNER TYP.-�{ � �+-�- �..� Z
AT HEAD&SILL 0
11"MAX.O.C. W
�� 6"FROM CORNER TYP. AT HEAD 6 SILL
15"MAX.O.C.
AT JAMBS
ANCHOR AT MIDSPAN
AT JAMBS
INSTALLATION
"p"
CLIP _ `���Q•�..t....
ANCHOR LAYOUT
CTR-UNITS `I'
6"FROM CORNER TYP. a 3 m 2 N Z
ANCHOR LAYOUT E)wG#:
P-UNITS A W D070
SHEET: 3 OF 7
CAULK BETWEEN 1 Andersen,
MIN. 3/4"MIN.EDGE
CONCRETE/MASONRY b 2X EMBEDMENT
DMENT 2X WOOD FRAMING
WOOD BUCK BY OTHERS (2)#8 WOOD SCREWS OR BY OTHERS � DISTANCE
2X WOOD BUCK (1)#10 WOOD SCREW CAULK BETWEEN
BY OTHERS INSTALLATION ANCHOR FIN S 2X (2)#8 WOOD SCREWS OR WINDOWS-DOORS
CAULK BETWEEN °' PER CLIP WOOD BUCK (1)#lOWOODSCREW IbO FOURTH AVE NNORTH
3/4"MIN. EXTERIOR FINISH INSTALLATION ANCHOR BAYPORT,MN 5 50 0 3-10 9b
NAILING FLANGEd 2X r, : PH:(651)264-5150 FX:(651)2645485
WOOD BUCK EDGE DISTANCE BY OTHERS PER CLIP
EXTERIOR FINISH 1/4"MAX, PERIMETER SEALANT 1 112"MIN. 1/4"MAX. 3
BY OTHERS SHIM SPACE BY OTHERS EMBEDMENT SHIM SPACE S o g p-
w
• o_5
8 c Nyz
mn
O.A,WINDOW 5 3 O.A.WINDOW 11 9 Lu i m �I
HEIGHT SEE GLAZING HEIGHT SEE GLAZING + ° w
DETAILS SHEET 6• 4A DETAILS SHEET 6 10 w u m<c
EXTERIOR INTERIOR EXTERIOR INTERIOR1 3=Ia y m
VERTICAL SECTION C VERTICAL SECTION
0
(� HEAD-2X WOOD BUCK HEAD-2X WOOD FRAME
INSTALLATION CUP NOTE:NAILING FIN USE IS INSTALLATION CUP m
REQUIRED WHEN INSTALLATION 1/4"MAX.SHIM SPACE
CLIP IS WRAPPED AROUND BUCK AS
SHOWN IN DETAIL B/4. 3 THREADS MIN. z
PENETRATION BEYOND 0
METAL STRUCTURE Z
METAL STUD FRAMING H a
BY OTHERSSEE GLAZING Ljj
>
DETAILS SHEET 6 INTERIOR - #8 SELF-DRILLING SCREW o
� INSTALLATION ANCHOR
EXTERIOR INTERIOR 29 TWO(2)PER CLIP
4A 3 ////
O.A. g 3 4A
WINDOW
O
HEIGHT 1 2 1 Z
1/4"MAX. \�♦ ���`Q-�.,* a��
SHIM SPACE ``.�
�.� SHEATHING •• t�
PERIMETER SEALANT 11Y4°MIN . BY OTHERS LL ? 8c!
BY OTHERS EMBEDMENT CAULK BETWEEN N ~
CONCRETE/MASONRY BY
OTHERS I SEE GLAZING A 1 FIN 6 SHEATHING
11/8"MIN.EDGE DETAILS SHEET 6 EXTERIOR FINISH
DISTANCE EXTERIOR BY OTHERS
3/16"ITW TAPCON j J ;111
INSTALLATION ANCHOR f O.A.WINDOW PERIMETER SEALANT m Hi m Z /)
ONE(I)PER CLIP WIDTH BY OTHERS a Z S 2 u Z
A VERTICAL SECTION "
(� SILL-CONCRETE/MASONRY NOTE:OPTIONAL1XWOOD D HORIZONTAL SECTION
INSTALLATION CLIP DWG#: V
BUCK MAY BE EMPLOYED. A AW0070
Y JAMB-METAL STUD
INSTALLATION CUP
SHEET:.^ OF
Andersen
3/4"MIN•EDGE
DISTANCE 3/4"MIN.EDGE
CAULK BETWEEN DISTANCE
CONCRETE/MASONRY 4 2X (2)#8 WOOD SCREWS 2X WOOD FRAMING WINDOWS-DOORS
WOOD BUCK BY OTHERS OR(1)#10 WOOD BY OTHERS (2)#8 WOOD SCREWS OR
SCREW INSTALLATION CAULK BETWEEN 1 #10 WOOD SCREW 100 PORT. N550VE N 3-1096
NORTH
2X WOOD BUCK. () BAYPORT,MN 75003-1096
BY OTHERS ANCHOR PER CLIP FIN 4 2X INSTALLATION ANCHOR PK(651)260-5150 FX:(651)2645685
PER CLIP
CAULK BETWEEN ' W000 BUCK m
NAILING FLANGE 4 2X .. EMBEDMENT MIENT EXTERIOR FINISH 11/2"MIN. p
WOOD BUCK 1/4"MAX. BY OTHERS EMBEDMENT. G h
EXTERIOR FINISH SHIM SPACE PERIMETER SEALANT
BY OTHERS BY OTHERS a��i 0 m fi a
W o jK
..............
PERIMETER SEALANT 1/4"MAX. G y m S W
BY OTHERS 7 7 SHIM SPACE Fjr (p 3�Z R
O.A. O.A. S
WINDOW 6 WINDOW 6 4 m En
HEIGHT 4g HEIGHT 48 0 m
EXTERIOR 58 INTERIOR 58 C: °
.EXTERIOR INTERIOR m
SEE GLAZING SEE GLAZING
DETAILS SHEET 6 DETAILS SHEET 6 0
F VERTICAL SECTION G VERTICAL SECTION
5 HEAD-2X WOOD BUCK 5 HEAD-2X WOOD FRAME (n
INSTALLATION CUP INSTALLATION CLIP Z
0
H o
SEE GLAZING SEE GLAZING
DETAILS SHEET 6 DETAILS SHEET 6
4 EXTERIOR INTERIOR } EXTERIOR INTERIOR w
58 58
w
O.A. 4g O.A. 411
WINDOW 6 WINDOW 6
HEIGHT HEIGHT
7 1/4"MAX. 7 1/4"MAX. � 0
PERIMETER SEALANT SHIM SPACE SHIM SPACE Z
BY OTHERS 11/4"MIN. ��%�, S//
EXTERIOR FINISH EMBEDMENT PERIMETER SEALANT ��� �y0•:*a�9
BY OTHERS BY OTHERS 3 THREAD MIN.PENETRATION
e- BEYOND METAL STRUCTURE ••••�
CAULK BETWEEN �• " EXTERIOR FINISH •• •n' d� G
NAILING FLANGE 41X WOOD °' BY OTHERS
FRAME •rp'• s CAULK BETWEEN a ~
1X WOOD BUCK °• FIN 4 SHEATHING #8 SELF-DRILLING SCREW Nil•• ~
BY OTHERS 11/8"MIN. 3/16"ITW TAPCON SHEATHING INSTALLATION ANCHOR ���d'••,,
EDGE DISTANCE INSTALLATION ANCHOR BY OTHERS TWO(2)PER CLIP
CAULK BETWEEN ONE(1)PER CLIP .
CONCRETE/MASONRY di IX
METAL STUD FRAMING T 1 j1
WOOD FRAME BY OTHERS E VERTICAL SECTION NOTE:NAILING FIN AND IX BY OTHERS G 3 co_ �Z
CONCRETE/MASONRY BY SILL-1X WOOD/CONCRETE/MASONRY WOOD BUCK OPTIONAL. p l2
OTHERS INSTALLATION CLIP - H VERTICAL SECTION DWG#:
. 5 SILL INSTALLATION AL
/A\A 007
INSTALLATION CLIP /'� Y�
SHEET: 50F71
"3.9-M"27.1 MM O.A.I,G.CONSISTING OF: "3.9T-M"27.1 MM O.A.I.G.CONSISTING OF: A tdersem
IAflGE&SMALLMISSIIEIMPAR RATED 3.9 MM ANNEALED GLASS 3.9 MM TEMPERED GLASS -
GLAZING FORP•UNITS AIR SPACE AIR SPACE
P40
v30 P35 Poo v45 .v50 P55 P60 4.7 MM ANNEALED 4.7 MM ANNEALED
P30 GI/G3 Gl/G3 GI/G3 Gl/G3 Gl/G3 GS/G3 Gl/G3 0.095"SENTRYGLAS INTERLAYER BY DUPONT 0.095"SENTRYGLAS INTERLAYER BY DUPONT
P35 Gl/G3 Gl/G3 Gl/G3 Gl/G3 Gl/G3 Gl/G2 Gl/G2
4.7 MM ANNEALED 4.7 MM ANNEALED W 1 N D O W D-DOOR
P40 Gl/G3 Gl/G3 G1/63 Gl/G3 Gl/G2 Gl/G2 Gl/G2 \ 100 FOURTH AVE N NORTH
P45 Gl/G3 Gl/G3 Gl/G3 Gl/G2 Gl/G2 Gl/G2 Gl/G2 DOW CORNING 9-1350 RAVPDRr O FX.(651)2e
SILICONE BEDDING PH:(691)2at•9190 Fx:(691)2649409
PSG Gl/G3 Gl/G3 Gl/G2 Gl/G2 Gl/G2 Gl/G2 GI/G2 0.500"GLASS i 0.500"GLA55
P55 Gl/G3 Gl/G2 Gl/G2 Gl/G2 Gl/G2 N/A N/A BITE
PW GI/G3 Gl/G2. G1/G2 G1/G2 Gl/G2 N/A N/A
DOW CORNING9-1350 / !
SILICONE BEDDING V3 o
am�a
EXTERIOR INTERIOR q ru
EXTERIOR INTERIOR G� c o W u
GLAZING.DETAIL 2 GLAZING DETAIL 2T G-'LU m DO
NOTE:GLAZING DETAIL 2 FOR USE WITH NOTE:GLAZING DETAIL 2T FOR USE WITH 19 W a 9
P-UNITS.SEE L.M.I.GLAZING TABLE FOR P-UNITS:SEE.L.M.I.&S.M.I.GLAZING c m j a
APPLICABLE SIZES. TABLE FOR APPLICABLE SIZES. a m 8-a
LARGE&SMALL MISSILE IMPACT RATED Lu
99
GLAZING TABLE FOR P-UNITS °• �A
"3.1-M"26.3 MM O.A.I.G.CONSISTING OF: "3.iT-M"26.3 MM O.A.I.G.CONSISTING OF:
P30 P35 P40 P45 P50 P55 I P60 3.1 MM ANNEALED GLASS 3.1 MM TEMPERED GLASS
P30 Gl/G3T Gl/G3T Gl/G3T Gl/G3T Gl/G3T Gl/G3T Gl/G3T. AIR SPACE AIR SPACE Q
P35 Gl/G3T Gl/G3T Gl/G3T Gl/G3T Gl/G3T Gl/G3T G1/G3T T 4.7 " ANNEALED 4. " ANNEALED
C)
P40 Gl/G3T Gl/G3T GS/G3T. Gl/G3T Gl/G3T �Gl/G3T Gl/G2T
0,0
0,095 SENTRYGLAS INTERLAYER BY DUPONT 0.00 955"SENTRYGLAS INTERLAYER BY DUPONT
P45 Gl/G3T Gl/G3T Gl/G3T Gl/G3T Gl/G3T Gl/G2T GI/G2T 4.7 MM ANNEALED 4W' O'50013"IT
7 M ANNEALED m
P50 Gl/G3T Gl/G3T Gl/G3T Gl/G3T Gl/G2T Gl/G2T Gl/G2T DOW CORNING 9-1350 Z
P55 Gl/G3T Gl/G3T Gl/G3T Gl/G2T G G2T N/A N/A
P60 Gl/G3T Gl/G3T G3T- Gl/G2T Gl/G2T Gl/G2T N/A N/A 0.500"GLASS SILICONE BEDDINGLASS
BITE SITE 0
Z
O
DOW CORNING 9-1350 H
SILICONE BEDDINGUJ
�!
EXTERIOR INTERIOR EXTERIOR INTERIOR o
GLAZING DETAIL 3 GLAZING DETAIL 3T
NOTE:GLAZING DETAIL 3 FOR USE WITH NOTE:GLAZING DETAIL 3T FOR USE WITH
P-UNITS AND CTR-UNITS.SEE L.M.I. P-UNITS AND CTR-UNITS.SEE L.M.I.&S.M.I.
GLAZING TABLE FOR APPLICABLE SIZES. GLAZING TABLE FOR APPLICABLE SIZES.. Z
"3.0/13.0/11.7-M"27.7 MM O.A.I.G.CONSISTING OF:
9/16"O.A.MONOLITHIC LAM. 3.0 MM ANNEALED GLASS
`O �c a���r�a
GLASS CONSISTING OF: AIR SPACE �� �Q• ...... 'Y
�( (� 1/4"ANNEALED GLASS 4.7 MM ANNEALED �•�'
0.090"PVB SAFLEX BY EASTMAN 0.095"SENTRYGLAS INTERLAYER BY DUPONT
OR BUTACITE BY DUPONT INTERLAYER 4.7 MM ANNEALED
/ 1/4"ANNEALED \ N )-
/ �. DOW CORNING 9-1350 y ;-
SILICONE BEDDING 0.500"GLA55 '�
DOW CORNING 9-1350 �� .•'•
SILICONE BEDDING i�� 0.500"GLASS BITE ����y••is PRE
SITE j / �I L►
NOTE:GLAZING SHALL COMPLY WITH FBC /�� i 12 EXTERIOR INTERIOR o`r o v= U Z
SAFETY GLAZING REQUIREMENTS EXTERIOR INTERIOR DWG#:
.WHERE REQUIRED: GLAZING DETAIL 1 GLAZING DETAIL 4 A W DO7O
NOTE:GLAZING DETAIL 4 FOR ET-UNITS&
NOTE:GLAZING DETAIL 1 FOR USE WITH ALL CTC-UNITS ONLY.L.M.I.&5.M.I.RATED. SHEET: 6 of 7
UNITS.L.M.I.&S.M.I.RATED.
BILL OF MATERIALS EXTERIOR FRAME AND FLANGE FRAME-HEAD FRAME-SILL
NO. DESCRIPTION MATERIAL MANUFACTURER O Andersen.
VINYL O WOOD 2A WOOD • u dersen.
2.942"
1 EXTERIOR FRAME CLADDING VINYL ANDERSEN CORPORATIONI I~
�125"2 FRAME-HEAD WOOD ANDERSEN CORPORATION 1.389" 1.375"2A FRAME-SILL" WOOD ANDERSEN CORPORATION T-12n � 0.035" � 1.355" �% ��� wlroowA•BNone
T 300 FOURTH AVE N NORTH
2B FRAME-JAMB WOOD ANDERSEN CORPORATION 2.335" 1.140
} BAY-T.MN55003-1096
1.105" f/.;%l " It- 4.116" P16(651)264-5150 FX:(651)264.5485
3 I.G.TRIMSTOP WOOD ANDERSEN CORPORATION
4A I.G.GLASS STOP-INTERIOR WOOD ANDERSEN CORPORATION L T -7 �o m
4B I;G.GLASS STOP-INTERIOR WOOD ANDERSEN CORPORATION �� g
5 GLASS STOP EXTERIOR WOOD ANDERSEN CORPORATION 28 FRAME-JAMB O I G.TRIM STOP 4A INTERIOR GLASS STOP 4B INTERIOR GLASS STOP
5A GLASS STOP EXTERIOR WOOD ANDERSEN CORPORATION wooD I.G. WOOD WOOD Q N w o m
56 GLASS'STOP EXTERIOR WOOD ANDERSEN CORPORATION 2.943" -�{ 0.71�9 0.500 o
6 EXTERIOR FRAME CLADDING VINYL ANDERSEN CORPORATION kb
o > 5 m
/ 0.953" / 0.875" w g a<g
7 FRAME-HEAD/JAMB WOOD ANDERSEN CORPORATION 1.360" �/.�/�/f 1.000" a Z
7A FRAME-SILL WOOD ANDERSEN CORPORATION
8 LVL FRAME-HEAD LVL ANDERSEN CORPORATION �-- 4.122" --I 1.688" R.
9 LV.L FRAME-TRIP.STOP I LVL ANDERSEN.CORPORATION EXTERIOR GLASS STOP-HEAD a SILL EXTERIOR GLASS STOP-JAMBS EXTERIOR GLASS STOP
10 INTERIOR LVL GLASS STOP LVL ANDERSEN CORPORATION O wooD 5A wooD wooD
56 Q
11 EXTERIOR LVL GLASS STOP LVL ANDERSEN CORPORATION
12 MONO.TRIM STOP LVL ANDERSEN CORPORATION 0.656" m
OTES: fiso1.419" 1.419'
A. ALL WOOD TO BE PONDEROSA PINE OR EQUIVALENT.MINIMUM r I'\ J��839"
SPECIFIC GRAVITY AL OAOCOMPLIES
-►I 8 926� O Z
B. LVL FRAME MATERIAL COMPLIES WITH APPLICABLE FBC 0.832'
STANDARDS FOR STRUCTURAL COMPOSITE LUMBER. H
O'
OEXTERIOR FRAME CLADDING O FRAME-HEAD/JAMB WOOD 7A FRAME-SILL WOOD O LVL FRAME-HEAD' O VL LVL FRAME-TRIM STOPVINYL VL j
3.112"
2.840 w
" L� I �� 4.125° --�I� �
-L I 0.688"
3.642" 0.994' 1.427". 13'W„ 1.140"
1.688" - 0
0.037"
I
5.83 z
4.121" F� 4"
y` ........•.L
10 INTERIOR LVL GLASS STOP HEAD 11 EXTERIORLVL LVL GLASS STOP 12 MONOLVL. .TRIM STOP 0• (�. gd
0.719" LL f
1.000,rill 1,563" r 0.953' : •• )"0
Go pi GO
�.836� a v 3 _= u Z
2.142" a v 1n
DWG#:
A W0070
5HEET: 7 OF 7