HomeMy WebLinkAboutProduct Approval - window (2) 7/28/2017 ' Florida Building Code Online
ENT R�
f I A
Of
BCIS Home I✓Log In I User Registration Hot Topic Submit Surcharge I Stats&Facts I Publications I FBC Staff BCIS Site Map I Links Search i
Florida s
Product Approval
L USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
> Y 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.barstad@AndersenCorp.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 O1/31/2019 .
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
FLE (COFY
http://www.flaridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs°/p2bbt23mL8HoUougGeRycByLV8sWrDfS8npazk9MgQjsw%3dp/o3d 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
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 Cliooed Wood Mullion(LMI)MIS-
Approved for use outside HVHZ:Yes 01.odf
Impact Resistant:Yes Verified By:Javad Ahmad 70592
Design Pressure:+70/-70 Created by Independent Third Party:Yes
Other:See drawing MIS-01 for span vs load combinations Evaluation Reports
and installation details: FL17720 RO AE SS-LVL Clipped Wood Mullion(LMI)-PAE
2014.odf
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 Clipped Steel Mullion (LMI)M15-
Approved for use outside HVHZ:Yes 03.odf
Impact Resistant:Yes Verified By:Javad Ahmad 70592
Design Pressure:+100/-100 Created by Independent Third Party:Yes
Other:See drawing MIS-03 for span vs load combinations Evaluation Reports
and installation details. FL17720 RO AE SS-Narrow Clipped 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 (LMI) M15-02.odf
Impact Resistant:Yes Verified By:Javad Ahmad 70592
Design Pressure: +100/400 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.odf
Created by Independent Third Party:Yes
Badc Plext
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.'Coovrioht 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:
. � ® EChcak
Credit Card
Safe.
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8HoUougGeRycByLV8sWrDfS8npazk9MgQjsw%3d%3d 212
Andersen.
ANDERSEN CORPORATION, INC
VINYL CLAD SPECIALTY DIRECT.GLAZED WI486W8.006R9
INSTALLATION NOTES: WINDOW (IMPACT) - 7oo FOugTH AVE N NORTH BA
BAYPORT,AN l3
PH:(6!1)YA431l0 F%:(653)(6!])261-398!
1,ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, 3 m
UNLESS OTHERWISE STATED.
Q23 w Z
2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF GENERAL NOTES: �-1 � g
ANCHORS TO BE USED FOR PRODUCT INSTALLATION. IO Z 1"1 n1
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND V)p_z LL
3.INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2INCH OF - MANUFACTURED TO COMPLY WITH THE STH EDITION pq 0y �
<THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL(I.E.,WITHOUT FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS 0
G w v
CONSIDERATION OF TOLERANCES),TOLERANCES ARE NOT CUMULATIVE FROM ONE BEEN EVALUATED ACCORDING TO THE FOLLOWING: u m a
INSTALLATION ANCHOR TO THE NEXT. '1 j: Za�m
TAS 201.94
4.INSTALLATION CLIP:FOR INSTALLATION THROUGH 2X WOOD FRAME USE TWO(2)1#8 • TAS 202-94 H .H W p �+
WOOD SCREW OR ONE(1)#10 WOOD SCREW PER INSTALLATION CLIP OF SUFFICIENT • TAS 203.94 p C
LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. TABLE OF CONTENTS LL�11' d m w g
INSTALLATION CLIP MAY BE USED FLAT AGAINST 2X WOOD BUCK OR BENT AROUND 2X 2.ADEQUACY OF THE EXISTING STRUCTURAL
WOOD BUCK. - CONCRETE/MASONRY,2X AND METAL STUD FRAMING AS A SHEET REVISION SHEET DESCRIPTION F a ^JM
MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
S.INSTALLATION CLIP:FOR INSTALLATION THROUGH IX BUCKTO CONCRETE/MASONRY, WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
OR DIRECTLY INTO CONCRETE/MASONRY,USE ONE(1)3115 INCHITW TAPCON PER LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE I A GENERAL A INSTALLATION NOTES a
INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE II/41NCH MINIMUM ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 2 - ELEVATIONS G g
EMBEDMENT. INSTALLATION.
3 ANCHOR LAYOUTS m w
3.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND
6.INSTALLATION CLIP:FOR INSTALLATION THROUGH METALSTUDLENT L USENG TWO AC IE 4 - VERTICAL 6 HORIZONTAL SECTIONS ,^
SELF-DR'I LIN-�WS PER INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE 3 ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE �P I
THREADS MINIMUM PENETRATION THROUGH METAL FRAME SUBSTRATE. STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 5 - VERTICAL SECTIONS
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING FOR THE PROJECT OF INSTALLATION. 6 - GLAZING DETAILS O Z.
e
-BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. - 6
-- 7 COMPONENTS BILL OF MATERIALS 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE H O LWTi
I1
8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST G
MADE OF AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC - v
F-�
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT
SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATETANT COATING.
FROM THE REQUIREMENTS DETAILED HEREIN,ALICENSED _ � � u
9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ENGINEER OR ARCHTECT SHALL PREPARE SITE SPECIFIC tJ um.
ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF DOCUMENTS FOR USE WITH THIS DOCUMENT. LLJ W O
BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. ♦� p R
5:APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED
10.INSTALLATION ANCHORSSHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT P
MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE RESISTANCE.
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH UNIT DESIGN PRESSURE IMPACT RATING
SPECIFIED BY THE ANCHOR MANUFACTURER. 6.WINDOW FRAME MATERIAL:PONDEROSA PINE OR EQUAL.
MINIMUM SPECIFIC GRAVITY OF 0,40. P5060' Z
11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS 7.GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS LARGE S SMALL <
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. ETB t 70.0/-80.0 PSF MISSILE �%��
FOLLOWING PROPERTIES: CTC3 IMPACT RATED ��.X
A.WOOD-MINIMUM SPECIFICGRAVITY OF 0,55. �Q`,..:
8.DESIGNATIONS "AND"0"STAND FOR THE FOLLOWING
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000PS1. - '
X: OPERABLEPANEL CTR6010
C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR r
GREATER). O: FIXED PANEL $�
D.STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM WALL THICKNESS OF GLAZINEESHEET6 FOR APPLICABLE LL
9.IN ACCORDANCE WITH THE FBC,WOOD COMPONENTS SHALL GLAZING OPTIONS �-
33 MILS(20 GAUGE). HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A N 5 F
E.ALUMINUM-1/8"MINIMUM THICKNESS(6063-TS). DURABLE SPECIES
10.LVL FRAME MATERIAL COMPLIES WITH APPLICABLE FBC
STANDARDS FOR STRUCTURAL COMPOSITE LUMBER. ��� y, •*PRE
I �111
11.CUSTOM SIZES AVAILABLE UPON REQUEST.
Z) 3� S2 i;Z
c u a
Digitally signed by Hermes F.Norero,P.E. DwG#:
Reason:I am approving this document A W DO7O
Date:2015.04.21 14:07:36-04'00' SHEET: 4 OF 7
95.250"MAX. /►,,
UNIT WIDTH Andersen..
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) EXCEED MAXIMUM
21.000" 36.500" FOOT AREA.ANCHORSPACING SHALL SHALLDo
lBA FOUNTH AVE N NO0.TH
MAX. MAX. NOT EXCEED THOSE SHOWN FOR LONG 9A264.52 0 FX:(651)26
PW(651)2645150 FX:(651)26451B7
UNIT D.L.O. OR SHORT LEG OF UNIT.
HEIGHT HEIGHT ��. 71.875"MAX.
UNIT WIDTH (H) (Wl I o
s 5 ELEVATION 1 'O� g
67.375"MAX,
ET8 D.L.O.WIDTH j (H) v>a 2 a m
T w
4UJ
I �� �. p•¢
p pas
38.250" .33,750"
MAX. MAX.
UNIT D.L.O. "O" ul w
HEIIGIHT HEIGHT w a m
1
•
59.875"MAX. 4 m
UNIT WIDTH
55.125"MAX. ELEVATION m
D.L.O.WIDTH CTC3 QUARTER
4 j ROUND OoAL
Z
4 O O
e/ H 0
cn °
67.250' HALF CIRCLE CIRCLE
CTc cm
QUALIFIED SHAPES LU In
HEIGHT
71.875" 4 4
MAX. 71.875"MAX. p
UNIT UNIT WIDTH Z
HEIGHT D.L.O.WIDTH J�� O *b3�� iy�
4 MAX.
D.L.O.
Da, p HEIGHT _
4 MAX, a '�i d�'••.
ELEVATION UNIT <4 '�•, y *pFi��.
HEIGHT a 113
P5o6o ELEVATION a 3 __ �z
tn
CTR6010 p
DWG#:
AW0070
SHEET: 2 OF 7
Andersen.
20"MAX.O.C. "
wlRoowR•000RS
20"MAX.O.C. 100 FOURTH AVE N NORTH
6"FROM CORNER RAYy4-5 95(651)6
�� _ •pu. � � PH:
(67Q 2G4-91S0 F%:(67I)26{.5187
6"FROM CORNER v a o
6"FROM CORNER �— h' 20"MAX.O.C. c w o O m
ANCHOR LAYOUT
ET-UNITS 6"FROM CORNER F o j m m
20"MAX.O.C.' ut s� m
ANCHOR LAYOUT m o
d H
CTC,CTQ,CIR,OVL-UNITS w m
C
0
T
^ m
�v71
Z
6"FROM CORNER TYP. 12"MAX.'O.C. O Z
r �AT HEAD 6 SILL
6"FROM CORNER TYP. IS"MAX.O.C. w o
0 AT HEAD h SILL
15"MAX.O.C.
AT JAMBS
ANCHOR AT MIDSPAN'
ATJAMBS �� p" Z
INSTALLATIONCLIP p" ��,`Q-O *` „t...
ANCHOR LAYOUT
CTR-UNITS F
r In w
6"FROM CORNER TYP. ¢" On
y
o� V2 NZ
p
ANCHOR LAYOUT DwG#:
P-UNITS A W D070
SHEET: 3 OF 7
CAULK BETWEEN 1 1/2"MIN. 3/4"MIN.EDGE Andersen.
CONCRETE/MASONRY d 2X EMBEDMENT 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 d 2X (2)#8 WOOD SCREWS OR WINDOWS-DOORS
° PER CLIP WOOD BUCK.
CAULK BETWEEN (1)#10WOODSCREW 1oo FOURTH AveNNoan
3/4"MIN. EXTERIOR FINISH INSTALLATION ANCHOR BAYPORT.AN SSM-1096
NAILING FLANGE A 2X "' PH:(652)264-5150 FX:(651)264-54a5
WOOD BUCK EDGE DISTANCE BY OTHERS PER CLIP
1/4"MAX. 1/4"MAX. 3 m EXTERIOR FINISH PERIMETER SEALANT 1 1/2"MIN.
BY OTHERS SHIM SPACE BY OTHERS EMBEDMENT SHIM SPACE a
G c
N ro
a.ale
1 j 2 1 8 g 'o o��
u3 2
O.A.WINDOW 5 3 O.A.WINDOW 11 g � = m 1 i
HEIGHT SEE GLAZING HEIGHT SEE GLAZING �u
DETAILS SHEET 6• 4A DETAILS SHEET 6 10 65 u m
EXTERIOR EXTERIOR a
INTERIOR INTERIOR
g VERTICAL SECTION VERTICAL SECTION
4 HEAD-2XWOOD BUCK 4 HEAD-2XWOOD FRAME
INSTALLATION CUP NOTE:NAILING FIN USE IS INSTALLATION CLIP m
REQUIRED WHEN INSTALLATION 1/4"MAX.SHIM SPACE
CLIP IS WRAPPED AROUND BUCK AS
SHOWN IN DETAIL 8/4. Z
3 THREADS MIN.PENETRATION BEYOND O
METAL STRUCTURE H Q
METAL-STUD FRAMING N
BY OTHERS
SEE GLAZING Lu
` DETAILS SHEET 6 INTERIOR - #8 SELF-DRILLING SCREW o
T 10 INSTALLATION ANCHOR
EXTERIOR
INTERIOR 28 TWO(2)PER CLIP
4A 3
O.A. g 3 4A
WINDOW
O
HEIGHT 1 2 Z
2A / 1/4"MAX.
SHIM SPACE
�. SHEATHING r` m
PERIMETER SEALANT �' ' .:.•y. : 1 1/4"MIN. BY OTHERS LL ? a
BY OTHERS ,••a EMBEDMENT \ : CAULK BETWEEN N
~
CONCRETE/MASONRY BY .
• FIN d SHEATHING
OTHERS SEE GLAZING A �'.� ..•''
11/8"MIN.EDGE DETAILS SHEET 6 1 EXTERIOR FINISH 'i����j�••'*Pip
DISTANCE EXTERIOR BY OTHERS
3/16"ITW TAPCON j L 1�111
INSTALLATION ANCHOR �_ O.A.WINDOW PERIMETER SEALANT m m h m Z 21 N
ONE(1)PER CLIP WIDTH BY OTHERS Q Z H y LL Q
A VERTICAL SECTION 3 __ "Z
4 SILL-CONCRETE/MASONRY NOTE:OPTIONAL IX WOOD p HORIZONTAL SECTION DwG# u
INSTALLATION CUP BUCK MAY BE EMPLOYED.
(� JAMB-METAL STUD A w D 70
INSTALLATION CUP
SHEET:
.4 OF 7
Andersen,
DISTANCE MIN,EDGE
DISTANCE 3/4"MIN.EDGE
CAULK BETWEEN DISTANCE
CONCRETE/MASONRY&2X (2)#8WOODSCREWS 2XWOODFRAMING WINDOWS-DOOR$
WOOD BUCK BY OTHERS OR(1)#10 WOOD BY OTHERS (2)#8 WOOD SCREWS OR
SCREW INSTALLATION CAULK BETWEEN 1 #10 WOOD SCREW 100FO11T.AkN 5ENN0R96
2X WOOD BUCK. () BA264.51 0 FX:(651)26
BY OTHERS ANCHOR PER CLIP FIN d 2X INSTALLATION ANCHOR PW(651)2645150 Px:(651J 264N95
-•a ' 1 1/2"MIN. WOOD BUCK PER CLIP m CAULK BETWEEN 11/2"MIN, p m
NAILING FLANGE d 2x ., EMBEDMENT EXTERIOR FINISH
EMBEDMENT. ¢c ci W'v R
WOOD BUCK 1/4"MAX. BY OTHERS
EXTERIOR FINISH SHIM SPACE PERIMETER SEALANT a tp
BY OTHERS BY OTHERS g _
Vim¢
PERIMETER SEALANT
BY OTHERS 7 7 HIM SPACE + F p o<N m
O.A. O.A. c Z
WINDOW 6 WINDOW � m a
HEIGHT 4B HEIGHT 4B w
58 0 a `•
1 EXTERIOR INTERIOR 5B INTERIOR m
1 EXTERIOR
SEE GLAZING SEE GLAZING
DETAILS SHEET 6 DETAILS SHEET 6 0
rF`� VERTICAL SECTION VERTICAL SECTION
5 HEAD-2%WOOD BUCK 5 HEAD-2X WOOD FRAME !�
INSTALLATION CUP INSTALLATION CLIP
Z
OZ
SEE GLAZING SEE GLAZING a
DETAILS SHEET 6 DETAILS SHEET 6
EXTERIOR INTERIOR EXTERIOR INTERIOR w
w
58 5B
O.A. 4B O.A. 4B
WINDOW 6 WINDOW 6
HEIGHT HEIGHT
7 1/4"MAX, 1/4"MAX. Z
PERIMETER SEALANT SHIM SPACE SHIM SPACE
BY OTHERS
EXTERIOR FINISH EMBEDMENT PERIMETER SEALANT `��`�p
BY OTHERS 3 THREAD MIN PENETRATION �� •••t"'
BY OTHERS e,. BEYOND METAL STRUCTURE •••'G
CAULK BETWEEN �• EXTERIOR FINISH p
NAILING FLANGE 61X WOOD °' •'' ., BY OTHERS $�
'9 w H -
FRAME •, CAULK BETWEEN
SX WOOD BUCK FIN&SHEATHING •• #8 SELF-DRILLING SCREW ~
BY OTHERS 11/8.MIN. 3/16"ITW TAPCON SHEATHING INSTALLATION ANCHOR ����d'•.
EDGE DISTANCE INSTALLATION ANCHOR gy OTHERS TWO(2)PER CLIP �i� Jay•" p
CAULK BETWEEN ONE(1)PER CLIP . �� PR
CONCRETE/MASONRY d IX METAL STUD FRAMING r 1 1 lit.
WOOD FRAME BY OTHERS VERTICAL SECTION NOTE:NAILING FIN AND 1X BY OTHERS ¢ Z.
y F
CONCRETE/MAS OTHERS 5 SILL-IX WOOD/CONCRETE/MASONRY WOOD BUCK OPTIONAL. v a _ Z
INSTALLATIONILIP - H�VERTICAL SECTION DWG#:
5 SILLMETAL
INSTALLATION CLIP n V0070
SHEET: 5 of 7
"3.9-M"27.1 MM O.A.I.G.CONSISTING OF: "3.9T-M"27.1 MM O.A.I.G.CONSISTING OF: Andersen.
LARGE&ZINGSMALL
TABLE
FOR
IMPACT RATED 3.9 MM ANNEALED GLASS 3.9 MM TEMPERED GLASS
GLAZING TABLE FOR P•UNITS AIR SPACE AIRSPACE
Pao P35 P40 P45 PSO P55 P60 �r 4.7 MM ANNEALED 4.7 MM ANNEALED
Pao G1/G3 G1/G3 G1/G3 G1/G3 G1/63 GI/G3 G3/G3 I 0.095"SENTRYGLAS INTERLAYER BY DUPONT 0.095"SENTRYGLAS INTERLAYER BY DUPONT
4.7 MM ANNEALED 4.7 MM ANNEALED WINDOWS-DOORS
P35 Gi/G3 G3/G3 G1/G3 G1/G3 Gl/G3 G1/G2 GS/G2 100FouRTHnvENNDRn1 P40 G1/G3 G1/G3 G1/G3 GI/G3 G1/G2 G1/G2 GI G2 \
DOW CORNING 9-1350 9"PORT.MN 55003.1096
P45 G1/G3 Gl/G3 G1/G3 G1/G2 Gl/G2 G1/G2 Gl/G2 SILICONE BEDDING PH:(651)264.5150 FX:(651)264-5485
PSG G1/G3 G1/G3 GI/G2 GI/G2 GI/G2 G1/G2 GI/G2 0.50S GLASS i 0.500"GLASS
P55 G1/G3 G1/G2 G1/G2 G1/G2 G1 G2 N/A N/A SITE SITE n
P60 G1/G3 G1/G2- G1/G2 GI/G2 WIG 2 N/A N/A
DOW CORNING 9-1350 •� w5 p
SILICONE BEDDING h c
am�+A
EXTERIOR INTERIOR EXTERIOR INTERIOR o �i
GLAZING DETAIL 2 - GLAZING DETAIL 2TLU
� m m
NOTE:GLAZING DETAIL 2 FOR USE WITH NOTE:GLAZING DETAIL 2T FOR USE WITH H w o m
P-UNITS.SEE L.M.I.GLAZING TABLE FOR P-UNITS:SEE L.M.I.&S.M.I.GLAZING m ix w a
APPLICABLE SIZES. TABLE FOR APPLICABLE SIZES. a m w
LARGE&SMALL MISSILE IMPACTRATED Pj Lu 0:n
GLAZING TABLE FOR P-UNITS "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 PSO P55 P60 3.1 MM ANNEALED GLASS 3.1 MM TEMPERED GLASS
P30 G1/G3T G1/G3T G1/G3T G1/G3T G2/G3T GS/G3T G1JG3T AIR SPACE AIR SPACE Q
P35 G1/G3T 'G1/G3T G1/G3T G1/G3T G1/G3T G1/G3T G1/G3T I� 4.7 MM ANNEALED 4.7 MM ANNEALED
Poo G1/G3T G3/G3T. G1/G3T G1/G3T G1/G3T G1/G3T I GI/G2T 0.095"SENTRYGLAS INTERLAYER BY DUPONT 0.095"5ENTRYGLAS INTERLAYER BY DUPONT m
P45 G1/G3T G1/G3T G1/G3T G1/G3T Gl/G3T G1/G2T G3/G2T 4.7 MM ANNEALED 4.7 MM ANNEALED
PSO G1/G3T G1jG3T G1/G3T G1/G3T GI/G2T G1/GZT G1/G2T \ DOW CORNING 9-1350 \
P55 G1/G3T G1/G3T G1/G3T G1/G2T G1/G2T N/A i N/A SILICONE BEDDING
P60 G1/G3T G1/G3T G1/G2i GI/G2T G1JG2T N/A N/A �/ 0.500IT i ❑ 0.500"GLASS O
SITE H Z
� o
DOW CORNING 9-1350 � � � � •� �"�
SILICONE BEDDING w a
EXTERIOR INTERIOR EXTERIOR INTERIOR � Lu
0
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. O
z
"3.0/13.0/11.7-M"27.7 MM O.A.I.G.CONSISTING OF: gg
9/16"O.A.MONOLITHIC LAM. 3.0 MM ANNEALED GLASS
GLASS CONSISTING OF: AIR SPACE �� !`�,.•••••
(� 1/4"ANNEALED GLASS 4.7 MM ANNEALED
0.090"PVB SAFLEX BY EASTMAN 0.095"SENTRYGLAS INTERLAYER BY DUPONT 1� •• d�
OR BUTACITE BY DUPONT INTERLAYER 4.7 MM ANNEALED
/ 1/4"ANNEALED 29 N I-
/ �. DOW CORNING 9-1350
SILICONE BEDDING 0.500"GLA55
DOW CORNING 9-1350 BITE
SILICONE BEDDING i 0.500"GLASS i
BITE LLI 1:5;. 1 ki11OnLu Z Iti.. YF <H
NOTE:GLAZING SHALL COMPLY WITH FSC i�� i 12 EXTERIOR INTERIOR o z
SAFETY GLAZING REQUIREMENTS EXTERIOR INTERIOR GLAZING DETAIL DWG#:
.WHERE REQUIRED. GLAZING DETAIL AW0070
NOTE:GLAZING DETAIL 4 FOR ET-UNITS&
NOTE:GLAZING DETAIL 1 FOR USE WITH ALL CTC-UNITS ONLY.L.M.I.&S.M.I.RATED. SHEET: L OF 7
UNITS.L.M.I.&S.M.I.RATED. U
BILL OF MATERIALS O EXTERIOR FRAME AND FLANGE O FRAME-HEAD 2A FRAME-SILL Andersen.
NO. DESCRIPTION MATERIAL MANUFACTURER VINYL WOOD WOOD
2.942" 1
1 EXTERIOR FRAME CLADDING VINYL ANDERSEN CORPORATION 4.125" �
2 FRAME-HEAD WOOD ANDERSEN CORPORATION -�i 12n„ 1.389" 1.375" /��;"'M
T 0.035' 1.355" /. //%/ WI kDows.000N6
2A FRAME-SILL WOOD ANDERSEN CORPORATION T r ;;/%;%"'/.
2B FRAME-JAMB WOOD ANDERSEN CORPORATION ://;•• /♦ 100 FO RTHART.MN5ENNORTM
2.335" 1.105" '/ %/ 1.140" DAY PORT,6W 97005-I096
3 I.G.TRIMSTOP WOOD ANDERSEN CORPORATION 1 :,%//%: I 4.116" PM:(651)264.5150 FX:(651)264-5485
4A I.G.GLASS STOP-INTERIOR WOOD. ANDERSEN CORPORATION
4B I:G.GLASS STOP-INTERIOR WOOD ANDERSEN CORPORATION C o
+ �N
5 GLASS STOP EXTERIOR WOOD ANDERSEN CORPORATION 2B FRAME-JAMB O I.G.TRIM STOP 4A INTERIOR GLASS STOP 46 INTERIOR GLASS STOP N Q .o uj m
WOOD WOOD WOOD WOOD v)y O m
SA GLASS STOP EXTERIOR WOOD ANDERSEN CORPORATION o N kk
SB GLASS STOP EXTERIOR WOOD ANDERSEN CORPORATION r 2.943" •719" 0.500" �� Z o
6 EXTERIOR FRAME CLADDING VINYL ANDERSEN CORPORATION o ca mm
7 FRAME-HEAD/JAMB WOOD ANDERSEN CORPORATION �/ 0.953" 0.875" w� o W �o+
1.360" //,/ 1.000"
/�, /
7A FRAME-SILL WOOD ANDERSEN CORPORATION w mWo?�
8 LVL FRAME-HEAD LVL ANDERSEN CORPORATION 4.12P" � 1.688" � a
9 LVL FRAME-TRIP.STOP LVL ANDERSEN CORPORATION O EXTERIOR GLASS STOP-HEAD&SILL 5A EXTERIOR GLASS 5TOP-JAMBS 5B EXTERIOR GLASS STOP
TOP LVL ANDERSEN CORPORATION WOOD WOOD �u
10 INTERIOR LVL GLASS S WOOD
11 EXTERIOR LVL GLASS STOP LVL ANDERSEN CORPORATION 1 I
12 MONO.TRIMSTOP LVL ANDERSEN CORPORATION L 0.656" m
NOTES: //1.419" 1.419"
A. ALL WOOD TO BE PONDEROSA PINE OR EQUIVALENT.MINIMUM J��839'1
SPECIFIC GRAVITY OF 0.40. - L
B. LVL FRAME MATERIAL COMPLIES WITH APPLICABLE FBC 0,832' O 926�- 0 Z
STANDARDS FOR STRUCTURAL COMPOSITE LUMBER.
EXTERIOR FRAME CLADDING O FRAME-HEAD/JAMB O FRAME-SILL O LVL FRAME-HEAD O LVL FRAME-TRIM STOP 1�
6 VINYL 7 WOOD 7A WOOD 8 LVL 9 LVL V
3.112" uJ w
5.834" --- 2.840" .�I --►I � I �� 4125" ��
3.642° 0.99VI I �1.427'.. 0.688"
1.340" 1.140" I�II
0.037" 1 �- 4.12I" Imo- 5.834" �- Z
10 INTERIOR LVL GLASS STOP HEAD 11 EXTERIOR LVL GLASS STOP MONO.TRIM STOP 0..LVL LVL
LVL
0.719" LL. F
1.000" 1.563" 0.953'r1.836-
•° In v=10z
DWG#:
A W 0070
SHEET: 7 OF 7