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BCIS Home Log In User Registration Hot Topics I Submit Surcharge i Stats&Facts + Publications 1 FBC Staff i BCIS Site Ma i Links ; Search
Flnrrria
Product Approval
RECEIVED
I. Public User
JUL 0 5 2018
Product Approval Menu>Product or Application Search>Application Lis[>Application Date
ST. Lucie County, Permitting ,
FL# FL15441-113
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived i"
Product Manufacturer Lawson Industries
Address/Phone/Email 8501 NW 90th Street
Medley,FL 33166
(305)696-8660 Ext 226
tom@lawsonwindows.com
Authorized Signature Thomas Sotos
tom@lawsonwindows.com
Technical Representative Nelson Erazo
Address/Phone/Email 8501 NE 90 Street
Medley,FL 33166
�J (305)696-8660 Ext 219
nelson@lawsonwindows.com
Quality Assurance Representative Steven Bailey
Address/Phone/Email 8501 NW 90th St.
Medley,FL 33166
(305)696-8660 Ext 287
steven@lawsonwindows.com
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
>:- Validated By Miami-Dade BCCO-VAL
C
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
p Certified By
Product Approval Method Method 1 Option A
Date Submitted 03/08/2018
Date Validated 03/27/2018
Date Pending FBC Approval
Date Approved 03/29/2018
Summary of Products
FL# Model,Number or Name Description
15441.1 9000 Aluminum Sliding Glass Door- 9000 Aluminum Sliding Glass Door-Heavy Reinforcement
Heavy Reinforcement XX,OX,X0,XXX,OXO,OXXO,XXp,p) (,pXXX,XXXp,
p)O=,pXXXXp,OXXXp,pXXXO Configurations
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15441 R3 C CAC 17-1212.08.Qdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/26/2022
Design Pressure:+77.8/-110.1 Installation Instructions
Other:Glass lites wider than 36"shall have two setting FLIS441 R3 II 17-1212.08.Ddf
blocks per FBC requirements. Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15441.2 9000 Aluminum Sliding Glass Door- 9000 Aluminum Sliding Glass Door-Light Reinforcement XX,
Light Reinforcement OX,X0,XXX,OXO,OXXO,XXp,pXX,PX) (,XXXp,pXXXX,
pXXXXp,OXXXp,pXXXO Configurations
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15441 R3 C CAC 17-1212.07.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/26/2022
Design Pressure:+77.8/-99 Installation Instructions
Other:Glass lites wider than 36"shall have two setting FL15441 R3 II 17-1212.07,Pci
blocks per FBC requirements. Verified By:Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
'a J 15441.3 9000 Aluminum Sliding Glass Door- 9000 Aluminum Sliding Glass Door-Without Reinforcement
Without Reinforcement XX,OX,X0,XXX,OXO,OXXO,XXp,pXX,pXXX,XXXp,
pXXXX,pXX)O(p,OX)Xp,pXXXO Configurations
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15441 R3 C CAC 17-1212.06.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/26/2022
Design Pressure:+64/-89 Installation Instructions
Other:Glass lites wider than 36"shall have two setting F1,15441 R3 11 17-1212.06.pdf
blocks per FBC requirements. Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15441.4 9200 Impact Aluminum Sliding 9200 Impact Aluminum Sliding Glass Door-XO,OX,XX,
Glass Door OXO,XXX,OXXO,XXXX Configurations including L,R,&
Double Pockets
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15441 R3 C CAC 17-1212.05.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/13/2023
Design Pressure:+76/-85 Installation Instructions
Other:Glass lites wider than 36"shall have two setting FL15441 R3 II 17-1212.05.pdf
blocks per FBC requirements. Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
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Contact Us::2601 Blair Stone Road.Tallahassee Fl.32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Cowriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
e' ) Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-reoords request,do not send electronic
t�✓J 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,effecthie October 1,2012,licensees licensed under Chapter 455,F.S.mist 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 here.
MIAMI.DADE MIAMI-DADS COUNTY,FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF REGIFLA T ORY AND ECONOMIC RESOURCES(RE-K) 1I805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.mFamlauae.�nv�economv,
Lawson Industries,Inc,
8501 NW 90m Street
Medley,FL 33166
SCOPE:
This NOA is being issued under the applicable rules and.regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section(In IV',aami-Dade County)and/or the AHJ(in areas other than Miami Dade Count-)reserve the right to
have this product or material tested.for quality assurance purposes.If this product of material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right
to revoke this acceptance, if it is determined by Miami-Dade County Product Control. Section that this product
or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series"SDG-9200" Aluminum Sliding Glass Door(Steel reinforced)-L.M.I.
APPROVAL DOCUMENT: Drawing No. L9200-1201 Rev C, titled"Series SGD-9200 Aluminum Sliding
Glass Door (LMT)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last revised on
NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E., bearing the Miami-Dade County Product Control"
Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County
Product Control Section.
AlISSILE IMPACT RATING: Large and Small Missile Impact Resistant
1. See Design Pressure (DP)Vs door size, glass type,reinforcements, sill type and configuration in sheets 2
sheet 5 and sheet 3.
2. See pocket installation detail in sheet 11 and notes#15 and 416 in sheet 1.
3. Applicable Egress requirements to be reviewed by AIIJ.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series,
and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials, use, and/or manufacture of,the product or process.Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it
shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
1
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises& renews NOA 014-0908.02 and consists of this page 1 and evidence pages E-1,E-2,E 3,
E-4 and E-5,as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda,P.E.
e1i
NOA No.17-1.222.05
MFAMFDADE�OUNTY Expiration Date: February 13,2023
e e Approval Date: January 257,2018
Page 1
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 12-1204.12)
2. Drawing No. L9200-1.201, titled "Series SGD-9200 Aluminum Sliding Glass Door
(LMT)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12, with the
latest revision"B", dated 04/15/15, signed and sealed by Thomas J. Soto,P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
along with marked-up drawings and installation diagram of an Aluminum. SGD,
prepared by hurricane Engineering & Testing, Inc., Test Reports No.'s i4E 11-11-
3269, dated 05/16/11, 1EIETI--11-3292, dated 10/20/1.1, IIETI-1.13274, dated 10/20/11,
HETI-11-3329, dated 01/16/12,HETI32-4040,dated 10/12/12,BETI-12-4051, dated
06/13/12, HETI-12-4053 and HETI-12-4064, dated 09/24/12, all signed and sealed by
Rafael E. Droz-Seda,P.E.
(Submitted under previous NOA No. 12-1204.12)
2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-•94
2) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marred-up drawings and installation diagram of an Aluminum Sliding Glass
Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-
11-3270, dated 05/16/11, HETI-11-3275, dated 10/20/11, HETI-11-3307, dated
10/03/11. HET141 3314, dated 10/20/11, RETI-11-3330, dated 01/16/12, EWTI-12-
4052, dated 07/10/12, HETI-12-4054 and HETI-12-4065, dated 09/24/12, all signed
and sealed by Rafael E.Droz-Seda,P.E.
(Submitted under previous NOA No. 12-1204.12)
3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
2) Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic 4xrind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an Aluminum Sliding Glass
Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-
4041, dated 10/12/12, signed and sealed by Rafael E.Droz-Seda, P. E.
(Submitted under previous NOA No. 12-1204.12)
4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94
2) Uniform.Static Air Pressure Test, Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
along with marked-up,drawings and installation diagram of an Aluminum Sliding Glass
Door, prepared by Hurricane Engineering&Testing,Inc.,Test Reports No.'s BET"1-
3291, dated 07/15/11 and HETI-11-3292, dated 10/20/11, both signed and sealed by
Rafael E.Droz-Seda,P.E.
(Submitted under previous NOA.No. 12-1204.12)
Ishaq I.Chanda,P.E.
Product Control Examiner
NOA No. 17-1212,05
Expiration Date: February 13,2023
Approval Date: January 25,2018
E-1
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
n. TESTS(CONTINUED)
5. Test reports on: 1) Air Infiltration Test,per FBC, 'rA.S 202-94
2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
.5) Cyclic Wind.Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC
2411.3.2.1, TAS 202-94 and per AST1V1 F 842-04
along with marked-up drawings and installation diagram of an Aluminum Sliding Glass
Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-
3313,
ETI 11-
3313, dated 10/20/11, signed and sealed by Rafael E.Droz-Seda,P. E.
(Submitted under previous N011 No. 12-1204.12)
.6. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202--94
2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC
2411.3.2.1, TAS 202-94 and per ASTM F 842-04
along with marked--up drawings and installation diagram of an Aluminum Sliding Glass
Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-
3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E.; FTL-3525 and
FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan,P. E.; FTL-3424,
dated 04/18/02, F T L-3425, dated 04/29/02, F TL-3420-, dated 04/26/02, F T.L--3492,
dated 06/20/02, FTL--3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all
signed gild sealed by James G. Worth,P. E.
(Submitted under previous NOA No. 02-1126.04)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, couiplyiug with FBC, prepared
by manufacture,dated 04/28/15,signed and sealed by Thomas J. Soto, P. E.
2. Glazing complies with ASTM E1300-04/09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray PVB Glass Interlayer", expiring on 12/11/16.
2.- Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas@ Interlayer", expiring on 01/14/17.
3. Noticc of Acceptance No. 14-0423.15 issued to Eastman Chemical Company04A.) far
their "Saflex CP Saflex and Saflex IiP Composite Glass InterIayers with PET
Core" dated 06/19114, expiring on 12/11/18. j �4
C, tic.,
Lsha A I.Chanda,P.E.
Product Control Examiner
NOA No. 17-1212.05
Expiration Me: February 13,2023
Approval Date: ,Yanuary 25,2018
E-2
S
i
i
i
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. MATERIAL CERTIFICATIONS
4. Notice of Acceptance No. 144916.10 issued to Kuraray America, Inc. for their
"Kuraray PVB Glass Lnterlayer", expiring on 12/11/16.
5. Notice of Acceptance No. 144916.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas@ Interlayer",expiring on 01/14/17.
6. Notice of Acceptance No. 14-042315 issued to Eastman Chemical Company(MA)for
their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET
Core"dated 06/19114,expiring on 12/11/18.
7. Notice of Acceptance No. 14-0423,16 issued to Eastman Chemical Company(MA) for
their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on
04/14/18.
3. Notice of Acceptance No. 1-'.-0-"23.17 issued to Eastman Chemical Company 04A)for
their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16.
9. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White)&FPVC 7200-
75 (Black),published by Team Plastics.Inc./Bayshore Vinyl Compounds,Inc.
G. STATEMENTS
1. Statement letter of conformance to and complying with FBC 5"11 Edition (20147), issued
by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P. E.
2. Statement letters of no financial interest, independence, conformance and complying with
FBC-2010,issued by manufacture, dated 12/03/12, signed and sealed by Thomas J. Soto,
P. E.(Submitted under previous NOA No. 12-1204.12)
3. Laboratory compliance letters for Test Reports No.'s HETI-I1 3269, dated 05116111,
HETI-11-3270, dated 05/16/11,HETI-11-3271,dated 10/20/11, HETI-11-3272,,dated
10/20/11, HETI-11 3174, dated 10/20/11, HETI-11 3275, dated 10/20/11, Hui
dated 0/15/11, HETI 11-3292, dated 10/20/11, HETI-1 1 3307, dated 10/03/11,
HETI-11-3313, dated 10/20/11,HETI-11-3314, dated 10/20/11,HETI-11-3329,dated
01/16/12, HETI-11 3330, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-
4041, dated 10112/12, HETI-12-4051, dated 06/13/12, HETI-12-4052, dated 07/10/12,
I-ILTI-12-4053, dated 09/24/12, BE TI-12-4054, dated 09/24/12, HETI-12-4064,
dated 09/24112, and HETI-12-4065, dated 09/24112, all issued by Hurricane
Engineering&Testing,Inc., all signed and sealed by Rafael E. Droz--Seda, P. E.
(Submitted under previous NOA No. 12-1204.12)
Laboratory addendtun letter for TestReports No.'s HETI-11-3269, HETI-11-3270,
HETI11-3271, x ETI-11 3272,HET-1.1 3274, HETI-11 3275, TI11 3291,
HETI-11-3292, HETI-11-3307, HETI-11-3313, HETI-11-3314, HETI41-3329,
HETI-11-3330, HETI-12-4040, HETI-12-4041, HETI-12-4051, HETI-12-4052,
HETI-12-4053 , HETI-12-4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13,
issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-
Seda,P. E.
Isliaq 1.Chanda,P.E.
Product Control Examiner
(�1 NOA No. 17-1212,05
Expiration slate: February 13,2023
Approval Date: January 25,2018
E-3
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBlIIITTED
F. STATEMENTS (CONTINUED)
4. Laboratory addendum letter for Test Reports No.'s HETI-11--3269, HETI-11-3270,
HETI-11 3271, HETI-11-3272,HETI-11-3274, HETI Ii 3275, HETI-11-3291,
HETI-11-3292, HETI-11 3307, HETI-11--3313, HETI-11 3314, IIETI-11 3329,
HETI-11 3330, BETI-12--4040, HETI-12-4041, HETI-12-4051, HETI-12-4052,
HETI 12--4053 , HETI 12-4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13,
issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-
Seda,P.E.
(Submitted under previous NDA No. 12-1204.12)
5. Proposal issued by Product Control, dated 03/30/12, signed by Jaime D. Gascon, P. E.
6. (Submitted under previous NOA No. 12-1204.12)
7. Proposal issued by Product Control, dated 03/13/08, signed by Ishaq Chanda, P.E.
(Submitted under previous NOA No. 11-0518.03)
8. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test
Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis Figueredo,P.E.
(Submitted under previous NOA No. 02-1126.04)
9. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test
Reports No.'s FTI-3525 and FTL-3572, dated 09/09/02, both signed and sealed by
Joseph C. Chan,P. E.
(Submitted under previous NOA No. 02-1126.04)
10. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test
�y Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTI.-3426,'dated
04/26/02, FTL3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516,
dated 07/12/02,all signed and sealed by James G. Worth,P. E.
(Submitted under previous NOA No. 02-1126.04)
G. OTHERS
1. Notice of Acceptance No. 12-1204.12, issued to Lawson Industries, Inc. for their Series
"SGD-9200 AIuminum Sliding Glass Door - L.M.I. approved on 01/31/13 and
expiring on 02/13/18.
1. New Evidence submitted.
A. DRAWINGS
1. Drawing No. I,9`200-1201 Rev C,titled"Scries SGD-9200 Aluminum Sliding Glass Door
(LMI)", sheets 01 through 14 of 14,prepared by manufacture,dated 09/25/12 and last
revised on NOV 21,2017, signed and sealed by Thomas J. Soto,P.E.
Note: This revision consist of editorial changes of FBG 2017 (6t'Edition)code compliance.
B. Test
1. None.
Ishaq It Chanda,P.E.
Product Control Examiner
NOA No. 17-1.212.05
Expiration Date: February 13,2023
Approval Late: January 2.5,2018
E-4 €
1
3
i
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc.(Former E.I..DuPont
DeNemours)for the"Sentry Glass® clear&white interlayer", expiring on 07/04/18.
2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America., Inc. for their"Trosifol 0
Ultraclear, Clear and Color PVB Glass Interlayers",expiring on 07/08/19.
3. Notice of Acceptance No, 15-1201.11 issued to Eastman Chemical Company(MA)
(former Solutia,Inc.)for the"Saflex: Saflex Clear& Color glass interlayer", expiring on
05/21/21.
F. STATEMENTS
1. Statement letter of conformance to FRC 201.7 (61h Edition)and"No f naneial interest"dated
11/17/17,prepared by the manufacturer,signed and sealed by'Thomas J. Sotos,P.E.
G. O'T'HER
1. This NOA revises & renews#14-0908.02,'expiring 02/13/23.
�1- 4 J-
Ishaq L Chanda,P.E.
]Product Control Examiner
NOA No. 17-1212.05
Expiration Date: February 13,2023
Approval Date: January 25,2018
E-5
SEE MULTI—SLIDE DOOR ELEVATIONS WITH Ac WITHOUT POCKETS
SCE SERIES: SGD-9200
NOTE/! OELOW SFE am- Sr£BELm+ .-.
NDTf/. Nolr/d. NOTE/6. IT
f' r�� -�; IMPACT SLIDING GLASS DOOR o x
O I F •, I 1 IF
IT �m
IT
qF of General Nolen:
�' -0 G r -i- ,q tr„ «S .r c .-0 o- 6• a.o-j' 1.)THISDOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY If/THE REQUIREMENTS
«i u O• tr• tr• C• d• p, i OF THE FLORIDA BUILDING CODE(POl4-6lh Edition&EOl7 elh Fdilion) o a+' O 4y
+iJ °J 'd •d - .o •d INCLUDING THE Il1011 Vf.1OCITY NURRICAXE ZONE VP.IOCIN(HVNZ)AND a o o q q Ps1
1 C• pi +� d• •d rcl +� O• d• =d .,d 'PI ASTM 1300-04.THIS PRODUCT IS IMPACT RESISTANT.(SHUTTERS NOT REQUIRED) 3"� < Cr,
2)ROOD RUCKS SHALL EE INSTALLED AND ANCHORED SO THAT TILE BUILDING e
Xr LP o RP�x 7 21/27 - %X r T T 4D/3T - %XX% or 4D/2T RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE BUILDING 3 - zd o R
r 1 XX-LP RP-%X or LP-%X-R LP-%%XX or RP-XXXX or L-XXXX-RP OP THE FLORIDA BUILDING CODE&TO BE REYDSREO HY BUILDING OFFICIAL. p <
D.J ANCHORS SHORN ABOVE ARE AS I'EH TEST UNITS. ANCHORS ON AL.DOOR
_ SIZES ARE NOT TO HXCPED THESE MAXIMUM SPACINGS ON CENTER(0.C.)AND R o
Ty�+�tq AS'rARUTATCD ON SHEETS 2.6,&8 of 14.
1 D/2T - RP 2
0/2T -. ---z� D_!KE - RP ( 4J ANCHOR CONDITIONS NOT DESCRIBED IN THESE URARRJG•S ARE TO BE j z
Rt:f POCNR STIOMI MOM KR SIATYN 4D/3T ,_Sf� ENGINEERED ON A SITE SPECIFIC BASIS.UNDER A SEPARATE APPROVAL AND TO 2 O p +v
(LEFT POCKET OPPOSVE)
(LEFT POCKET OPPOSITE) BE REVIEWED BY BUILDING OFFICIAL :1
�7 6.)A LOAD DURATION INCREASE 1N ALLOWABLE MESS IS USED IN DESIGN OF
L fn oz
:fl, ANCHORS E Q WOOD ONLY.
8.)DOORS ARE UALInED FOR DSL'WITH SlNClE CL•.ZE IIS.IAkt!lATED GLASS u 6
S07 BELOW L 40/27 TYPES TABULATED HEREIN SEE SHEETS/2.S.&8).
xOE I+ 20/27 - LP/RP T)FORKS FRAME INSTALLATION DLTAIL4 SEE SIIECtS O,4,0,T,e,10. L } z o
.r __l
_SLE BELOW - k 11 OF 14. @1 p •� >E
o NO;E 15. - '=SCJ B•)EM7EJ'fS& FALSE COLONIAL MUNTINS ARE OPTIONAL&AND TO BE APPLIED
} if
IT I 4D/2T - LP/RP 9.)WOOD BUCKS IN CONTACT WITH CONCRETE MUST BP.PRESSUjL PE TREATED AND
_ ..p p n-S� ANCHORED(BY OTHERS),PRIOR TO DOOR INSTALLATION.WOOD ROCKS TO Be G TMu
ANCHORED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CHAPTER 24. J a f
T D d• d• a• I o o Ei
j •O .d •m 40/37 - LP lO.)APPROVAL APPLES TO TWO TRACK AND THREE TRACK DOORS WRH FIXED
JeT LEFT T-OCKEi SNO»vT PANELS,AM MOVING PANELS.INCLUDING WITH OR WiTHOLIT(LH POCKETS. D < O]
(RlONT PDCKET OPPOSITE) 11.)NULLING DOORS WITH OTHER TYPES OF MIAMI-1101 COUNTY APPROVED
I T
3003T - XX% T `�_ PRODUCTS USING A MTAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE Yy
I..P-�XX or RP-XXX NOTE'Sr �rB+w/jJJ( ACCEJTABLE BUT
TIIR LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION 1 O
+ LLLL����+�''" APPROVAL MLL APPLY TO THE ENTIRE MAILED SYSTEM.
_ 1)REFER TO SHEETS 8 OF 14 I12�)L.ll OSTALA`TTAC(IMSNT DETAILS&NOTES SEE SHEETS r 3.4,B.T•9.10, F
FOR GLAZING OPTIONS ANO UP CHARTS 4D 2T - LP
T)REFER TO SHEETS S.10&11 Or Id LEFT POC<Ei SROM LD,)ALL 1E1•AI,/STF.EI•M CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATER ALS � N�+ L'
66 3D 3T FOR''Y''ICaL CRO35-SECTION URtiLS. (RI04T POCKET OPPOSITE) TO BE PAINTEDEOR PIATEU AND SHALL MEET TIM.FLORIDA BUILDING CODE. � ' <
/ -- 3)REFER TO SHEETS 9 OF 14
FOO TYPICAL ANCHORS AND NOTES. 14.)POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SIZE(.?0 OF 14.REFER - , pp
A)RFTTR STACK CONRGLRATU'115 ARE 1'O SUFFT 11 OF 14 FOR ADDITIONAL DETAILS. 4ry S a E 50 ^
PEVFR5CKE ]OJ POCKLT WALLS ARE NOT PART OF THIS APPROVAL !
S)rOT LYX:KR WALLS SEE GERERAL it.
3D/3T ILP NOtES]t6&18. 18J POCKET WALLS SNAIL BE UNDER SEPARATE APPROVAL AND TO BE REVIEWED «I v y ;
BY
11[1 ENGINEER OF RECORD(COR). u ��
LErT POCKET
SHOWN ( ) --
(L•_R FOCKET CPp05ttE) P
S j9
- -- ''— LAMINATED GLASS
' LARGE MISSME IMPACT a a a 3 x
DOORS GLAZED WITH LAVINATEO GLASS RATE[)FUH kx�.A P.y • j 1
^P o- E` TARGE W55;LF.IMPACT AVD REQUIRE NO SHUT-,ERS.
o- _._....._.
' •1;T:weotcpf
• ��`A"a-•! !L�"•�+-1 eRmwrrlEEvsea •Soq^wig O 4.1
zD/zT - xo zD/zr - Dx 30/2T- OXO 40/27 _ OXXO ER>�rA+ ,Hyy .e;3,.; `? �+ ¢•
2 DOOR 3 81_4 DOOR m 1-
NOTES NOTE AsegNWylgl
1)RFFFR r0 SHEETS 2 0=14 FOR I)RcTeR TO SHEETS 5 OF+4 FOR twmb.0'
FOR GLAZING OPTIONS AND DP bDRIS. GLAZN0 O'T043 AND OP CHARTS. N
2)REFER TO SHEETS 3&A 0=, Z REFER TO SHEETS B&7 OF 94
t
FOR TYPICAL EFTS 3 0- 14R DETAILS IDR TYPICAL CROSS-SECTION DRAFTS. PlYita Gr,y �'•'!
:)OFUI TO SHEETS 3 OF fa •)PEFEP,TO SPEE•S-CF 14 ,411•-i 2aLa o
TOR TYPICAL ANCHORS AND NOTES. FOR rTPICAL ANCHORS ANO NOTES.
DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) 98 3/8'MAX. .-.
NOMINAL DOOR SICESDOOR VWDTII _
WIDTH HDGHi CLASS TYPE'A' CLASS-TYPE'B' GLASS TYPE'C' CLASS TYPE'D' i o
W.(+) INT.(-) EXT.(+) INT.(-) IXT.(+) TNI.(-) E%I.(+) WT.(-) 13 1/4'MAX. 4 u IIORrs
SPACRIC LSDMOM- TYP. At SIRE ENDS
5/0 6/8 56.7 95.0 56.7 65.0 56.7 Bio 55.7 75.0 Anchor.n"L LP.,uce 4FAU/SILL 6"MAX.
7YP n y `•'.oma,
(80 STEEL) - 1/9'0.C.at Mar `1 '��a: o
_�__._ _._..___ ______.___-_- ammbr cm,60'1n al N. �7- �I(1 i 6• � 4EAD/SILL �o M, �I p
6/0 1 I` Y( �---I N CORNERS o a„• I O ,y
(NO STEEL) 6/8 56.7 95.0 56.7 fi5.0 55.7 bio 56.7 75.0 l ",
o'o
8/0 EEL) 6/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 68.8
8/0 Ed i a 2 CD t7 ••
8/0 56.7 65.0 56.7 65.0 X X X X 2ECI
(WITH STEEL) _ 7/18'LAM.GLASS Ur
DESIGN LOAD CAPACITY--' PSF (WITH 3" SILL RISER) D O
KURA DOOR SIZES GLASS TYPE'A' GLASS TYPE'B' GLASS TYPE'C' GLASS TYPE'D'
MOTH HEIGHT
Fr./9L rr.AN, DF.(+) INT.(-) EXi.(+) INT.(-) EXT.(+) 9+T.(-) EXL(+) NT.
(NO 8/8 76.7 95.0 65A 65.0 76.7 85.0 75.0 75.0 _ J
_ -
(NO STEEL) 6/8 -T76.7 95.0` 65.0 65.0 76.7 85.0 75.0 75.0 m o m a V _ - c "7 a
_ w
(W11H STEEL) 8/8 76.7 85.0 70D 70.0 76.7 78.8 68.8 68.8 1 SM ROlarreava
8/0 - AS RE00. l7
STEEL) fl/0 65.0_ 65.0 -65A -65.0 -X X X X - o i ss cwwr Ar LEFT j Ol I
S
NOTES
1)RETER TO SHEETS 3&4 OF t4
.i FCR TYPICAL CROSS-SE0710Y ULINIS. 44 3/4"MA%. ltx
2) � „_REFER TO SD.L.EETS 3 Or 14 D. OPG.FOR TYPICAL ANCHORS AND NOTES. 50o
50"VAX. PANEL WATN 1V -
MAX. D.L.O.: IAAt[NATED CLASS--- PANEL W,oul el r ^�r�R B Y 3
6/0 X 8/6 32-3/4' X 74-3/4' LARGE MISSILE IMPACT J.�7OOR - TWO TRACK
XO OX 8/0 X 6/8 -44-3/$X 74-3/4� "XO" ttPIGBL_F-LEVnTION 4 a .e "
gPP$?-VfD_ CQNFJC7URATIONS 8/0 X,8/0 a 44-3/4'X 90-3/4' IX7DRS GIJ1Z@ WITH LAMINATED GLASS RATED FOR TESTED UNIT
(FOR PANEL STACK CONTIGURATLONS SEE STIEET 1.) IMGE MISSILE IMPACT AND REOLRRE NO SHUTTERS.
-BVE9 vtN' :..-EMR NNv/. 17 -PtP_6 NCM,V •ppN-6V.R VIYI'1, 17 � D 'zI
3/16'HEAT STREN'O CLASS ,_.3/16'HEAT STBEN'D GLASS �3/16•KAT STREN'D GU_S 3/15 ID311 SHWD GLASS ¢I.2 BB
090 iN1eT.:AYeR .1190 P42 2P•ERIAYER 63d SAKE%11P .Vn rvN aA•LU1 p m u '
Sen47G at•: ••iroN/41 PYS a7c C •Goa a C-01-I"IeHarax 1 ••Gve,or C919r Gast+'LeHaynr
r '.Kararq Airs.Inc. ` 10aoroy A .z.Inc. w tT Evstmon Gnmcm G. Z Eaal"gn G"em'c9i G9.
.3/16•w-Ar S1REN0 GLASS m ,-3/16'NEAT STROVO CLASS y 1 x'3/16'MCAT STREN'D GLASS m I :3/1D'HEAT STRENO GVS9 YtLlltlili/rlJtJ!
Z H SAN:OYE s •'•'I 9DCV1E y mxcnE g trl s.t e"F ��55 �.•N?3,t��
g ..191EE-WACK 0131 CHYEF.-Mr1REHE�I'J 5x31 1 St:HREE-VORENGD 5731 VI NEE-wJ:iEKAD 5731
!-DOR COHYNC 699w DOW
CORCNG 899 MCOORSING 699
IRC !DUCO sPCHUIRMO SPE S°EGM N g OCAY GO NSMPKEGC699 or¢A711.6ft1ts111) mSm�Pl. O!: IY A��p
rD
:I + � tsoae�l/2'pf 'fib 1- •.?..o
DTA85 TYPE'A' 6 8 � 1:^'OlJI•...., t`i�- pl
St1�9_IYQE_Ii SIdISS_TYP3-E -GUW_T)(PE'D
GLAZING DETAILS a
t
I
TIPICAL MCItORS
M RVANLE
SEF. .FOR S°AGNC IYPCIL AHMR l W PAIRS METAL
SCC ElN.TR sPACAL iWICAi AEV.F S S PAIRS STRUCTURE _
1'Min, SEE EIN.FOR BPACPIO
• , RaoD Bunt
NAL Marx) 9/16' 2"M'N.�. • ° i ' _ �n; o� _
U.IFI. I r NP. (VpL NBFD. (\ \I .S-i Qo e � O
T G N Z Q =I o
03
-' A( FT1LNOTE, CEURE A'ITACNN6Nf REEAI,S O D Z O C tV
34 X 1•All S%EL IN CO+RACf_ s rC0-� q
Min. ALMM.10 GE PAINTED OR PLATED. (.l
t8 J MI 1'Min. 2.METAL S1RUC,URES,
A \ , TYPICAL A\C19R5 IN PAIRS 5C s U G
edgC isl. Typ.) .E F1A.V.EW 6PADR.4' IYPTA:aN.'Np15 IN rxn A7 S1EEL:fY•36 K9 I¢Y O
p s¢
N.AOR sPArnc (STEEL 17 CA.).m.TRCR ,tLIW) .� Vj O
_A { B)AWwWM:6063-TS MW. 2 Q
(ALUM.O.OTB•MIN.TUCK) a -a
IO I liffl-,t EE. TEsFCR SPAOWi> py WnoA g y Bub 1.°r < MT
wLV!-pADE CouN1T I )stow tt o r/(W) Y
v_."Ma llrot I� six:w anT m y $ 7
16'^LnwNATED CLASS
Y19 I�ITj IV! 5 u
�I4IL �III,,Ij ND7E5: 1)REq LA INN OPTIONS TI OF A �I 3 4'Min. N a
Jit 911 FOR GIO SH 4OF AND OP CIW7T5. Etlge )i5t. y< T t„)
I 2)flEFER-TO DNM 4 OF-S b I IN I
u a YI FOR KOO SHEET CROSS-SECTION OETA0.5. TUR 2 O I-
- LL I WOOD BOC16 ANO YETAL SRiUGTU1L5 NO•BT IAWSON VAJ. <
1 U O Q ) 6 3)REFER TO SHEET 2 OF 1<f, ST SUPPORT LOADS IMPOSED BY CLAZNO StSTCM AND ILS} 2 N FOR MAX.WV(.ANCHOR$PM^INGS. TRANSFER THEN TO TFT RULDNIG$rRMC11Y.iE. `it
.la _
c ''I a X 'f TYPICAL ANC80[i�; SFF ELEV.AT SHEET a FOR SPACING
❑ W jil H 1� a RANCHOR TYPE CHART IN CONC.or MASONRY .1.TIONS READ-SIUIANU BmEedmen�ON 1/� AMU !3/.•,/.• _ ,]/••-R TYPE CHART IN 2X ROOD BUCK mixM•,/B N MII an IONS DPADS AWRRA f0 SCL I.•Iy .. )/<' 1/d' I 1/.' ,• .35 SC LapinfL[YM )• g 9 9
,O WI1H sAJ'IN•E - Y��ii DUROEX ,/A• ,/4• 1 1/1•
'� � , NLL LEHOTM OF Umr I S.V.S.Cnm aX 12
I, jUJ ,�l i 1/<`OR14LfLEY$ELF ORILLIND S{.'KG'W� } ii
I1�L�44���_F..�� � i INTO METAL STRUCTURES
CU ♦ 211 19 -' STEEL: 11 Cl.MIN.(Fy-76 KSI MN.)
I' ALUMNUM: 1/8'TNK.MIN.(6063-T5 MCN.)
I 6Ltt11f tt7/Ff
t f � (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PLANTED) TT .X }}�!F•<
2 rn= lIZ_SNS. z ♦�4f _y
• j ✓\'. INTO APPROVED MULLIONS(NO SHUT SPACE) �' Ar A.�1:•• "^�7t�a
$'Gn
I riW 0 p' �.
L� — —' ,^ TYPIC L EDCE CSTANCE gal,•,7: N O
. T::-A V' (1/<-)
INTO cOnt;.QC1E AND MASONRY ,'MIN.(ELCO ULTRAcaX) ��'
/A')'NEO CONCRETE AND MASONRY-<"MIN.(1.'N aU1LOEX) 'jam O'er 1
('- 3I/ - •`' •20 a '. (3/167 INTO CONCRETE AND LNSONRT.+3`MN.(IM BNLOEK)
By•EMB•�O '° '• 2"LAIN) •1/4' WC 0.N w APPROVED ECUAL BY EOR INTO WOOD STRUCTURE. I`MN. Laic.•�^ f" AIS '
P. VA 1 W,MN EMPED INTO 32 W c—R A' INTO METAL STRUCTURE 3/4`MIN, ArA Y w ��• ANa I
FROM CORNERS&SEE ELEVATION AT SHEET SEALANTS:
2 OF 11 FOR X 9PCIKO
Y'u)-:nfi5•.Y L!.t. IiPIDAI MOTORS IN PAIRS FRAME ANO W NT CORNE7,S:ND INST:.LLA ni SC'REVS X St-L,
nwt d u.Iswn s KAI s¢ELN.FOR.SPAONG SEALED WIIN WHITE/ALUMINUV COLORED SEALANT. 2'14•Ln, c
TYPICAL AY^MDFtS N pAn '
-SEE ELEV.COR SPACO.Y, C
�Iv I
—CAL—HORSN pG
R�
ms
SEE ELEV.FOR WACNM I h iEE: k
Go �I
1/4.MNf 1/4"MAX. m&.+ e G c
SF7M SITIM z r!n
q w R A
HE
LSM 4_STRUMMV..ATTACHMENT DETA)F, N
- J.I. F.I,IN CONTACT WITH Z A N
ALUM.TO DE PANTED OR PLATED.
• woi`"Aow'"'.s 7.MEi/�STRLCTURES•
MG.T `)STEEL.Fr 38 KSI MIN. ' 1� p
_ STN'JC1VwE� SSffEEL 12 f.\YIN.THICK o 0.105
O)ALUMM.Lrg.CCGZ-TS UN.
L I (ALUM.O.Glr N.7WK)
`�zg
NOTES:1)FDR' SHEET 2 OF 14
OM[-) '(U
FOR GLAZING
ZING OPRONS AND OP CHARTS. I T,a
2)REFER 10 SKEET.3 OF 14 5 I
TaxAL ANCHORS N pAm FOR VERTICAL CRDSS-5ECTICN DETAILS.
5[E ELEV.roR 51'. 3)REFER TO SHEET J OF 14
] PANEL WIDTH FDR TYPICAL ANCHORS AND NOTES.
41
REFER TO SHEET 2 OF 14
I`^/`
FOR MALS.ANCHOR SPACINGS. i n F1
SHIM r` v O 1/4-SHIM N'IFAL T <NCVORS N PARS
Vp . "
_ SEE REv FOR
MAX
l6 ._.._-_.D_L OPG. i. �• n p�r_`_��5�~
ail,m
SBY 9VCK �_ 56 6 2A y1�nn 9�Sii mI>+
WOOD R E � I�' __._� _ •Y Y�r E! !
6 to 1
ArRUDTivir� °r° e:.se,Aiq:.
�vo64rtilYfRiWllift °�• 3,.,
AR�ipuAsNA l-l212.OS ,�?'Q•• '!��!
_t IH' ] __.•-.._. .• SCPET:NS CPfb-...._-...� hk .
D.L.OPG.
" NOT REW.ON 2g 13/.'
06/0 Z 6//6 9z•S I (Mx FMgm) � fwMtfOYPAI.T :
Sfi f:HAkf ON SHEET 2 OF 14 PAVEL WIDTH
Imo__._._._
f(iY P.T.
2D 2T — XO Shown EXTERIOR moo 6ucN m
( ) DOOR WIDTH Fm4
2D/2T — OX (Reversed) �dfi/;lo�T `z4z°01
a
0
_ 196 1/4•MAX. _
1S'MAX. T1P. DOOR WIDTH CLUSTER OF .-....-
} Al HFAO/SILI. 4 aN[ImRS _ 6'MAX. 1YP. 5. T
I AT SIM1E ENU9\\\ =o
I \,�6' `HEAO/SILL CORNERS e q v a
t 9 Mei<e 0 q
g0af e
oxxo I I
-IRI I 7/i6•P/E PlI uN.GIM1SS
•^• -o
ul o
OXO
APPROVED CONFIGURATIONS 0
(FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.)
S Afl
019
apNrOaONG C
6JLa Y[NT1. 17 82 i, A9 NEO]. N
3/ta•Nut STREN-0 CUM O X i X < "t
(�. 090 PY9 MMIIAnil _ p
Kuror9y A.Taria I—
r ` d J/+6'VFRr STatY'n O1a55 .`_ .may. Rs7 Ul
S/ g
44 4"MAX_ 7iOfESI I ___111 qgv
SsuNl�v�uaaavFAO 97Jt 50'MAX. n.L. OFG. 1)REFER TO SHEETS 6 @ 7^F iw I¢ G
DOM COR"O 899 PANEL WIDTH FOR TYPICAL CROSS-
50 SEC00N DETAILS, xlm c k
TRE-0 SPECTRUM 2 -4 2)REFER TO SHEETS 6 OF 14 a
` PANEL YRD'H rOR TYPICAL ANCHORS AND VOTES. iOl e A o
a
4 DoQR - Twg TRACK
F_LEVATION LAMINATED GLASS ' f
1v>rI / TESTFO UNIT -- LARGE 6fiSSILE IM-PA-CTS
GLASSi TYPE'R' 6.666_ COORS CLA2EC Wlhi UlMINgiEO CLASS RATED FOR i a F �' qri
DESIGN LOAD CAPACITY- PSF TARGE teSSILE IUPACT AND REQUIRE NO SITiRiENS. 9F SEI 7s
GLASS TYPES 'A' OR 'D'
Bola YMYL +7 PANEL��DOOR HEIGHT STANDARD SILL 2-1/4" RISER 9" RISER
!*F'9
- i STREW CUSS NCIEKAL 1'I./IN. - y
M YER FLAN. I EXT. (+) INT.(-) EXT. (+�NT.(-.) EXT. (+) IVT. (-) mobucrnzv �1
4 eF - pyletttfmtt4i1ee119 p1.u:m rt IT
Anncn Inc2/6 4C.7 E0.0 55.7 60.0 60.0 60.0 6md1�CdA'IFAT SMEWD CUSS 3/0 40.7 60.0 56.7 60.0 50.0 60.0 -I,, nU:ONE 36tph4Me W C0RNMGTr9sTst / 40.7 60.0 _56.7 60.0 60.0 60.0EMW SPECmw 7 4/0 40.7 60.0 56.7 60.0 67 60.0 60.0 60.04/11 4U.7 60.0 56.7 60.0 fi0.0 60.0PANEL MAX.D.L.O.:2/6 40.7 60.0 58.7 60.0 fi0.0 60.0 3/0 X 6/8 = 32-3/4'X 7a-3/d'3/0 40.7 60.0 56.7 60.0 660_.0 i 60.0 4/0 % 6/8 = 44-3/4'X 74-3/4' �C?a��'• I
M$$�-SYPH 3/6 8/0
40.7 60.0 __56.7 60.0 -60.0 60.0 4/11 X 6/8 =55-3/4' X 74--3/4•
IM56.7
>_,r
G A G DETAILS 4/0- I 40.7 50.0 56.760.0 56.7 60.07 O. 60.0 i 3/0 X 8/0 32-3/4"X 90-3/4.
4/0 X 8/0 44-3/4"X 90-3/4'
I
i
I
I
I
�1
TYPICAL AN'CIIORS
N PA'NJ YETAL
SEE EiFV.MR SFACING NPICAL ANCHORS N PAIRS -CAL ANCNDR$IN PNRS STRUCTURE _
1"Min. hIlE fUR SPACING SEE E4rWR..dg DisLWOOD BIY3L
.MIN, _rP'--I d+iiVemJ \ m0C2IrPTALSTRUCTURII ATTAf]MEM RRA I�N SIE[L N CO ActµVu.TO BE PAMTEO DA PLATED, t > Z LT
A2 .ul a N z.4UAL SiRUCIURES: A •'•
\ 1"Min, TYPICAL N:LYIORS IN PAIRS G 9e sl. n STELL:FT.J6 HO M!4 I
Edgc Disl. Typ.) SLE ELEV.FOR SPACING NP, t ANCHORS N PAIS (�TEft 12 CJL uN,HICK.Of0l7
StC MEN.
FOR SPA= B)TUMIA:606J-IS uN, ti O N
T— I ) 111pI 4 (µUAL o.o7e• N.TMOL)
1 10 I�� JI MY x—I0—SuD—P "- � ' `t U) LO
f 17 iL71(I 1/t. I Rem Slrua(r„tu-,m./(SO) NNYI-DADE COURN
I.I+ yl(Y Nw{COED.) \SpeeI1K C. Ty..!9 m'n.IfYP.1 SEL SEPARATCC NOA
J. Fil
LAMINATCO CLASS
t ft11, 3/c'Mn. 1�.F�' i ��41�•
NOTES: 1)REFER TI OF I4 irG98— a
I I I IELLII FOR GLAZING
O at
,OPTIONS AND DP CHARTS. l'•
p 9 2)REFER TO SHEET 7 OF 14 -- L q F
V ~ a p t( I !) FOR NOIUZONTµC
R
O
S
S
-S
E
L
7.,CN DETAILS. W000 BUCKS NTD METAL Sm11OTUAEs NOT BY IAWSON WD. I (] 4
I` J17 W O i 3)RFTER 10 SPIFFY 5 OF IA YU81 51•NPoRT LWOS:YPJSEO OT ONUNG SYSYF}I AND
V C Z D7 FOR MAX.ANCHOR SPACINGS. TRANSFER TOEM 17 LHE BOLOR''O SIHUCTLKTE. f
01717-YE CAL CH
ANORR;' SEE ELEV.AT SHEET 8 FOR SPACING
(v t 11 aj
aANCHOR TYPE CHART IN GONG.or MASONRY min. P C
rI`I( J`I:�If W I ��(�I nrvcuoR DYL ornoxs Rew-s1u.TAYB Bmeeamq.ee[e eeaereLn
ELCO ULTRAGON ye /"I 1.1/1 r 12.135 Nal
I 1(1 n J LL SUCCE% 1/4' - _3/4' 4- J.2 Rs:
4 W CMDF% - /16' 1 3/f J u%r ftODL'CrRrv%80
5p1 ANCHOR TYPE CHART IN 2X WOOD BUCK mla. N =
IIIF '^iS n _ mopbh[V4IhW g Y
S I6'o.t/8- AxCIIOR OPTIONS HRAD-SILL IAYiI Bm6edmenl Fd[e DbL 2a Rood ..N
9�4 i
S. @SE4 aw AfLYP1PDeA xal-iZIS
I; CIN-REO v.`.nj �j/; W (ICO M—CON_ t/4" tp' 11/4- r ss m �+Wbir.wro 3 a
z r,
i DTI) ii ! CLEAT S�COVE N .SS ED $ 9•= 9 )
10 Il.jp N.L LEDGIH
I I• OF_UMT_5LL I Ti I SLLl.(Info Zz RI( S
�(A 1,3d1y l)I I I/4"ORILLFL% L114-SCREWS mf VI Ie
00 }] I I INTO METAL STRUCTURES
� z e
STEEL: 12 CA MIN.(Fy.36 KSI MIN.)
t 2 - � L MINUM: 1/8"HO(.MIN.(6063-T5 MN.) tNtltaL'�p'
Il! (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAWED) �r•. .,•A;l!i
1 4 ] nmol 1 INT�PROVED YUWONS(NO SHIM SPACE) n ••L .n
JI _EDGE_SIS—NGF a o}
�I •—.- —A=t _ —tl (1/4•)IMO CONCGETE AND MASONRY_ 1'M.N.(1.00 ULTP,ACON) ✓" _ OI rTt��L�3
(1/4").MO CONCRETE AND MASONRY.4"M:N.(T4 BUILDE%)
I•WEEP NGn:N T^tCv�
���� •20 14. '
AT EACH END (J/16')INTO CONCRETE AND/MSONRY.]"MIN.(ITW BOLUE%) a-y-y 7% v0 r(�
Mn.IEWQ) d•v 27 MIN, 1/P TAPCUN w APPROVED COOK BY FRR I ITFlCAL ANCHORS INTO WOOD STRUCTURE a I'MIN. F.14t "?,^'C I,}e /✓y r
•. TYP. V/I D/4•MIN DEEM INTU OB K4 M.0 6-. 2 PCR CLIP INTO MLTAL STRUCRIiC•'3/4'MIN. G
IiOI CURNFAS 6 SEE ELEVATION AT SHEET y
SFA SN,T 7
''J L4 FOR 11P%.$PACIIF3. iI- -� F• uIll E
Mc+-•�`n1+t,n:n.A•:.l-" L ANC110N5 PAIRS FRAME MO V.Ln CGRTLERG AND U:SiAWLi10N SCRF.7�i A7 SILL
Gwl or AGmVm s WI IYPIfiLCA N SEE(LEV.FOR SPACNG SEALED VVIT4 WHA/ALU\ONUM CC.ORED SEALANT. O
TYPICAL ANOSORS
IN PAIRS PETAL
SEE DEV.FOR s ACWG YMMi—RS rl PARS ".AL ANC'IM IN"nSTRUCIIIRE
1"MIR. SCE D.fV.1'UR SPACING SEC ELEV,NmQ
R Sp
Iln ..d9e Ist. I((I
NOW BUJ( 3 f I b b v F
(un,WaEa)9116" 2'NM.�. q tea• .:4 S: _�
^P.'P___.I. GAN.LWM.I 4�:n
L. mom m J.
OITx
- mom i q
( y m
MRTAL STPUCTL:E ATTACHMENT DPTA1M z A
Nom
.AL STEM m w—.NMh Z
,I ..-I.3 4"Nin. ALUM,M OE PAINTED OR PLATOD, ! G •„
AL •ID 1S \l/x: i . 7.MEDAL STRUCIDRES:
i"Min. TYPICAL ANCHORS IN PARS else DiYI. A)STEEL I FY-35 n!NK 1
EdgC Gist. lyp.) ME ast.FOR 9ACOA: %TPiC'AL AICHDRS IN PARS (STEEL M Gi YIN.THG(-
IOP SP— R)ALGMm9u:ws3-T5
(.Etat
31, A-paOE COVNttSO<[Ilr Yl+-09 n:n.(TCP i AFPR•D pal A1N .Y.'
+p7 11 . y
Y SLE SEPARATE NOA ~ •7
i I� tI a
I� )/Ib'•LANIIUTCD CLASS
9 3f a'Min. c• O S T
NOTES: 1 REFER TO SHEET 6 OF 14 FF $$
) �cge Oidt. o
,1 .FOR GLAZING OPTIONS AND DP CHARTS. F
Lj i` I 2)REFER TO SHEET 7 OF 14
HORIZONTAL CROSS-SECT!CN DETAILS. NWO tlUCRS Nl0 METAL STRUO'URES NOT 8Y IAWSON DFJ. ()
U O _ MUSI SUPPORT LGA05:MPOSEO OY CIAZINC SYSTEM AMO �i Do
�I 3)REFER TO SHEET 5 OF IM1
mAYSFFR THEM NI WE OMLO!I«•SIRUCTLRE. � a
FOR MAY.ANCHOR SPACINGS. f
C j
p a 5( 1 �,�II .I( �( TXQLCAL ANCHORS: SEE ELEV.AT SHEEP 8 FOR$PACING
0 41 I ANCHOR TYPE CHART IN CONC.or 7(A.SONRY mtn. n
:( d AAAA..._ _
ANCHOR OITIONS 1!M-bTLL JA IB 6mbedmev Bd4e 04L CPnen v g y?
(+ 5 w C REO,LmA ON
i/a' I.1/� I• 2.B5 K.l `�. n [
�i•" �('+ � I J 4 3U✓-DEC 1/A• -- 1 3/4• a• J.z Ra: ��`�+d '
4 4 J w C
RIM, - /16' !3/4' Y ]2 KYI RODL'CFCLyIEQD
1 I)k: �II Tny nN ANCHOR TYPE CHART IN 2X MOOD BUCK lata.] mmpptlioyly(y o s q V
rEffff
SU.
1BRAI/8 <w AKCIIOR O1TON9 HAID-BILI.zA1m Embedment FdSe DML 2R Wood QI ,�Ij• ! P $ 67
9h� Dl sae vans �v ILW nm cDH /+' 1/a 1 1/a: r ss sG tAM T1.RDam =3 e
D I! D CLEM s;tae m
Dal
D Ihl NM LEM"IN N BI:RDEY 1/a• 1/4' 1 1% 1' ,S5
ItIII': aumT SLL I V I�',jI sus.(tem zq 112 1112 I !/rt' r .55
(' u(•� _-• _..- I i I( '•L I 1/4'DRILLFLEX SELF-QRILLLNR SCREWS
I I INTO METAL STRUCTURES
STEEL: 12 GA.MIN,(Fy-35 RSI
® I 19 NT I Ij E ALUMINUM: 1/6"TIIX.MIN.(Fi063-T5 M'N.) `-*LTSTICA3:-a.�AAAA
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) d .ww"�: •.�• A+'J�,f-i `I
INTO MPROVEO MULUGHS(NO SHIN SPACE) Z tip(;�)�� LL•4•_jytSl
`- I fF-_'_•—nNw .. �. AIV IYPICAI OISTAf,o
(1/4')INTO CONCRETE AND MASONRY- 1•MIN.(DLCO VLTRICoN) 'I�
' T?� •— (1/a'-NTD CONCRETE AND MASONRY.-4•WN.(RW BUI.DEY) ' � •%v}:•i ',.�,�,.`�
T-+----• •.TO I'NEEP A'OTCN
a' ,• 11 Ai AT EACN OO (3/167 IMO CONCRETE AND MASONRY.]•MIN.(ITW flUILIYY) Z
2.MIN. I
(Mil,f�O.) ••� v •4 TMP. .1 11.H1.E APPft TWO Ce K WT SIR M'!CA2 ANCHORS
INTO WOOD STRUCTURE a 1"M'H, ¢ ¢S Q
V/1]/4'HIM.CHBE1 INTD 12 YPI C 2 S'. ]PFA ttN' INTO METAL STRUCTURC.3/4•MIN.
FROM CORNEAS 6 SEE ELEVATION AT SHEET
5 OF 14 FOR NAL SPACIIp. $EAi�•1N�$• IIc31:��`YT
FRAME:NO CN'T CORNERS AND INSTALLA ON SCRf.RS AT SILL l=
C-1 PI Aar3mum 5 IVI SEE t ANCHORS N.NAS p
SEE CLE".EOR sPKmc STALED LNTN WHT/ALUV1wU!A CCt.ORED SEALNJi,
�l
1Yf`4, A2'NORS N Pl RS
SEE EUV.-FOR WP Clt)0 1 7
PANEL WIDTH _ 1�+.loam. y�{
1/4-SHIM 1/4"$NIM
n MAX.
G P.E.DPG v I'x D .UPG. I 7 I av
'O 01 0 0
s J I o
— I 17 '�L�c -1 -._. _._._.r:_. 1J —e•I 3 `. ya (f/nz in
xl
34 6I6 I•• 16 5 x4 m s i CS Gai o
x111 9 1017
t
�Pa+•E.v601) 1 — —_ ..•_•—• scREErs OPrQRu ••_.__._. ——— {—_
.L.OPG.
0
(+l O O EXTERIOR )��, o
PANEL'MOTH ',a Do eucx CIO a Q
4D/2T — OXXO ��a o .
o
DDDR WIDTH 'h u cv c
1
NOTES: 1)REFER 70 SHEET 5 OF la
FDR GtOM
IONS OIONS AND Da'CHARTS.
2)REFER TO SHEET 6 OF 14 U p
1 FOR VERTICAL CROSS-SECTION DE7ALS. I
3)REFER TO SHEET 6 OF 14 9 1 f
l /a'SNIM FOR TYPICAL MICHDRS'/ND":DIES.
4)REFER 70 SHEET S OF.14 PANEL WIDTH _.Ter
MAX. FOR YAX.ANCHOR SPACINGS. �j_I C =
1/4"SHIM
• � , r.LA. , .6 G.c.orc. T �� a R�� $
0 6 1 z6 B 1 I,_I J I io� ►R01UCtRIIV6>g ry S � �� '� &
Ii
11 .
�. �
I.a
16 ze 4 41._
1 tix.. s Av aa-Ie4+a+c s s
1 O�OVlIrm
,I
•t:a:
SCREE DfgWJ. ���•••\ — '°rs CEO•:.�'O A
C2 T-ML nnco. IM3O.L O OPG. ��o: .. � w
SSE ELEV.FOR SPACNG
I �/ 0.
EXTERIOR I -- w a
3D/2T — OXO I` I Nw.INK" �jT�'� r�.u�h`�
DOOR MOTs ~i''e'�
. a
I
SII
I .
i
I
I
I
i
F_. _.{ 189 3/4 TEST DOOR WIDTH w/SINGLE, POCKET
&NON-POC%FT MAX.TWDTH 191 1/4-
CLUSTER
/4"
joS%.lJ u 4r\ III'- 13 1/4•MAX.rrP. i` caNN0a5 i
a w•-\ I AT HEAD/SILL Ar BREL ENDS 6"MA%.iYP: - Pu,:AEr tYAIE o
"\ SEE NOTE J •.7 i
r6ry HEAD/ CORNERS �5•,1,) P n i R� N 9(
I Q.. E
wc 13.SEE
x-RP or LP-x ('YP')
><
It 8 T..' u 'i C3 �/ CD g �/ �/ E/ - �/ E a i m s a g 5 w
_ •y .p d 1O o r; �+ / 1 // J // I /% I I .�E 2 t o
; I 4° •-0 I�' °'Q� o IV I 7 II F7_rl
a
%%or XX-RP or LP-XX or RP-%X-LP e. �n r,� @ ^ tJ� D ➢ I' r Z'� �IVC2 I
z 3r
��n' 4 G-� -� I E T/YO.OK9YL tlQl,GWS STEEL RDNiONONC % I 2•�O � ¢ � 2
I` O O• I 4• " nl ➢ ( AS RE00.
I� •4 .a .o o; wcNEr wuL ➢ 7 4 E' " fi� '�m a o a 6
�, sEE HG�E jJ ➢ I 1 I P� ��< � I,- � � ➢
I t (TtT•: 83 v N A
T XXX Or RP-XXX or LP-XXX X u X I X _ ➢ X ;! °i
I I I q >
�NQ1"5 A 0.
` 43 1/2'VAX
V f°jN'a. f3 fs". 4E 3/4'W1X. P. a9 t/8'NA%. I)R6)ER i0 SHEL75 9.10& TI OF la
p �' ' D.L.D.U 1 FOR lYF'Lr°i CROSS-SECTION DETNLS.
'�JL -o '�'" bf a-�` PANEL WIDTH PANEL WIDTH 2)REFER TO SHEETS 9 OF 1a
J O• O- O• I O• FCR TYPICAL ANCHORS AND NOTES •`\- _
4 bOQF? - THREC TRACK 3)1'Olt POCKR WALLS SEC GENERAL NOTES
I •O •> •O •O P' PANEr,MAX. D.L.O.: pts h 16 AT SHEET 1 OF 14. 1 y g
i 4' 4• •P •a �' 3 0% 6/8 =31- "%XXX" 7YPICyL_ EVATIp7J. •° ° ^L° i =
T TESTED UNIT < • J
%%xx or RP-x%%x o-LP-Xx%% or RP-XXXX-LP 4/0 X 8/8 43-i/2"%7a-1/4" _ II
3/0 X 8/0 37-1/2"X 90-1/4" DOORS GLAZED WITH LAMINATED GLASS RATTED FOR •'! S 6E d
APPROV�(Z.-cp1gFIGURATIONS 4/0 X 8/0 43-I/2°%90-1/4" LARGE MISSILE IMPACT AND REQUIRE NO SHUIIENS� G '• ' n
V/ITH 8c WITHOUT P9_(%�S.E.T.� ..---. _ _ _ ..._-.. q'�F
(FOR PANEL STACK CONTIGURATIONS SEE SHEET 1.) OP CAPACITY-PSP(2 1/4°SILL) DP GPACTIr-PeF(0"S11L) LAMINATED GLASS A$$ E v
_BmB w i7 NDURtAL DOOR 5ZE5 CLLSS TYPE'A' GL153 TYPE'B' OLa55 TYPE'A' C-'T USS Typg'p PURGE MISSILE Ih1PAlLZ � i-
nLB Toru. 12 N7DIH HDGHT
--3/15'ITA*6TNLN•0 GLLSS 3/16'KAT STREMO CAA55 Fr./W. FT./W. Ex7.(+) INT.(-I E%T.(+)1117E(-) E%T. INT.
090 PYO nlnkyn
Salla C'-Son.A S°n.NP 090 WR�MDOAitH ' 8/0(2DR) �- e ° I ➢
fl t 8/0 I G47 Gu.O 547 66.0 66.0 66.0 68.0 68.02 y"
q:rool-r_ w-I Cc. }msvoi PVR or /
f•)S-,yGIo.6y. (Yll STEEL) z e a ,;
I� Kvorq Amok Ina C xc•or.-.e..1- I 8/0(207)
m m 8/0 56.7 68.0 I 56.7 68(1 68.9 66.0 66.0 68.0 1w00UCPREV®
3116'IEAT STRTN'0 CUSS 3 3116'BEAT STRON'D GLASS (W/2 STEEL)
2 rn ') (•) momdiwNi r►ct6Xdim T,•:•,.7
J 5NONF. Irl SILICONE 12/D(3Dfl) Nd')7^1212.0 rA
\�V
NONE
ass o0w CORNING e99 (w/1 51EEL) 8/0 56.7 68.D s6.7 68.0 - - 68.0 68.0 1yT
N•-- . 15, ;.� ,')'},r.`•r,. I
n •n
12/0 3118
/ ( ) 8/0- 56.7 68.0 56.7 6841 68.0 68.0 68.0 68.c 4
(W/2 STEEL) ►laaa4
(W/I STEEL) 6/0 53.3 611A 53} 60.0 6D.0 60.0 60.0 60.0 `R -
I J U I 16/0(,DR)
CL155 TYPB ,A• .A T'ST-'R' �(Yl/2 S1EL7) B/0 5].} 68.0 'S}.} 66.0 68.0 68.0 fi8.0 69.0 I � ,+rfft'••.,,,,•YAG`� r.3
S,LE�G-INR bP'fAll G (•)2dc/Jdr DOORS MEET+76.7&-78.0 OP v/'Tlpnnl 0.09n'SOP I rm;nnie Is fit '6i�• FQ
i I
�J/
/
1-Mit. I— WKCIN 0-APPROVED ECL DY COR TTAW.ANCHORS INPNRs
SEE ELN.FGR SPACNG METAL
Edge DW. V/1 O/d'AIN.ENpCD.INTO 32 xsl Cmc TYF M ANCHORS IN PARS STRUCTURE
e W FROM LOR4ERS 6 SEE C-EVATIM AT SCE SLA.FOR SPAC'nG <
3KXT 6 OF I<HIT mx.SPACMO
fuM n)�'N - d •-0 c hY
rlar ()tet �—
A L O N O o
'ij I� I I dl 11 V®R6UCx 11 W
IIypI- {dj.Jpeyl 'IID1p I I MUAT.STRII IRq AITAQUIEM DITAN_¢ m 2 6 q ES o N
TIE V I AiFOR%IN PATS N�� E� F
TIL O nl SEE CEN.FOR S'PACWG .ALL STEEL INCGpWACr 1Nn1 ti IN
ALUM.TO B[PMEO OR PNTLA 3
( IS C ZOr Wooi 6PPA s'•EsVale 2 EMIL STRUCTURES: Z Q
\J I ( i RCp01W CA�PGUYO wwa SI•uetum w/(sG) rYPKJI ANCNDRS N PATS A)SIRL;:Y-36 x4
C� 10 Spxcme G m ye,SS mn. E EY.101 SPACING Ts EEL IS C,.M'N RHEA-¢1037 a m
Y)AU:VNW:6D6.T-IS LOA. r V N
I :7 dI I { _" /� \ \ (A—o.oTe xuN.
imED)
SERARAo-
TE NIYt _
(
7116-1.9-ml)Goss
I I I I�! I I !*towctvavl6� a o
cv
NOTES:1)REFER TO SHEET B OF Id U Il L 11 I WITT "1
I IL AMq�staNs 0-
FOR q 7
GLAZING OPTIONS AND OP CHARTS.
.. O I I 2)REFER TO SHEETS 10&11 OF 14 'nfpD B'JCxS ANO 4ETAL STRUCDRLES NOT RY UTTSON UID, �yry!I
FOR HORIZONTAL CROSS-SECTION OF.TAL 6. MUST SUPPORT 1D405 NPOSED B'/G'AZINO SYShIL AND A
G CU
])REFER TO SIeEi B OF I• rJ
11y� I iRALSFER TII[E•1 TO Mc BUgON0 STRUCTURE.. {
FOR MAX.ANCHOR SPACINGS. _. {
TYPICAL ANCHORS: SEE Euro AT SHEET B FOR SPACING 1E m S
3 I �I1�I+ I I� §I� •J y'� V _ANCHO TYPE CHART IN CONE.or MASONRY Mim c C
ANC'HOR UPT10N5 H6A0-IRLL JAMB EmEedmen 6d[e Dis t:oocrtle i.R n�ii g
rn N I�� EICD ULIR.4:gl� 1/a• 1/I" )]/1" 1" 28q Ki � Y n� �-
1I 1 I I I rnu ¢ I WIDE% I 1%r - I Ic _ ].2 w1 t • r 3
�W J eJaOE% I .. ]/,6• I y^' ]• 7.3 ft.
a yJN ANCHOR 7Y1'E CHART 7N N Wk...6X lain. g"
j I I i I G t/6'511 NSC, )h N AVL'UOR OPTION6 uUC-SILL Jwp Mb,dmm Cate DI 6 1md
II AOHER2D V:01
Z.UL121LdI 1 - $ S O
I i ( I i C' s ELEAF SdICOAT. /<' :/A• 1 I/<' .SS sc 5p
I I I( FULL LENGTn11YI; z ��
I I 1I1 I or Lx:su m I
®3 �I••`-.-T II II •.I. iIt iI4I"1IItI�2Ot IIII I,BYs l IT..II• 1~A�•-� A�•' I ®� ,y7 3I��I Xf�'.I IIIII III-_ice"--'D" 1LSsVT.LTu'OIsC.NM6�EmTERAa PLLfiF]IEx)X015eTEAt%NFti DSRLING
I IlNs S,CRI/•W't
STRUCTURE
1 ' il
EEL 12 GA VIN.(Fy c 35 KSI MIN.)ALUMINUM 1/B'THK.M6 (5063-T5 MI
N)
(STEEL'N CONTACT WITH ALUMINUM 70 BE PLATED OR
D sPANTED)
AID SMmStis�g'�ax•;y:�Y�•'�<4"t
fNRgETC __CA%XINO INTO APPROVED MULLIONS(NO SHIM SPACE)
(1/47 INTO CONCRETE AND MASONRY- 1'UIN.(ELCO ULTRACON) T;.r��1Y-''I1l:-"ia)>a�.•1 ii.f�i.:�.:go}Ek:fyVOF.�ma=3T6!Jb�.('��a;Af
'Cr
i)
3§
11III
(I/A')ULiD CONCRETE M9 NA
S
O
HRf.a'VIN WI
LOCK)
OEX)
•,]••<. a.•Z y. D:.�:•• y a• (D/16 i INTO CONCRF-TE AND MASCiRY-]'ULW(NW WJILDEX)
••r OoT. 1 ' < •.n.a.. •••1W TAPCON v ATMRGVEO EPIAI S L9R __I1PKN HONORS INTO WOOD STRUCTURE a 1'MIN. Et ~/j�'•,, @
' ]9• /1 UJA' N."BELL
IN
1(±Ks Carr_a 6• =PER OLID TATO METAL STRUCTURE-S/x'YIN.
• 4 CC41CRS t SEE EUNATIMN AT SHEET REALM1NTS: f c6� • SYS � SLARSR`+ (1�
6 OF 14
FDR W.
SPACI u. FP.AJ'.E ALIO VEN'CCRNEnS AND IIISTALLATION SCREWS AT SILL dd
IYPIGL ANGPORS IN PAA,6
LN.TGR 3PAG•Nc SEALED WIM NTIRE/ALUMINUM COLORED SEAW+i. �a
SC6 E
j
VEED BUCKS HDT W LA SDH RID.
RUST SUSTAIN IMPOSCD LEADS 1f4'OAP • ;
.rl ' NAIi. a o r.Rr
—( LCM SILICONE ADHESIVE
EPJDMi C@.rbM0 �. I 47
xa
Goo o < !T
. R FJIB'*NS_LAMINATED GLASS • - _
.. I W 3 SI o
6 app Z t] A,
LF
♦ S W--CLEM SILICOhC ABHGSWE ^r • rl` Y LI
CEDING C 1
r B ;"A' Il SNS.Z" ".
f0i f BCR IS .W E .9 S A EARS w S a ! I
f S
.. ( j 4 ....• .. `� j
ELEVATION ATBSTIECT a fOi S HMN EN 61077 R OF 14
} i .1..-.• �, B _.... s^.1 ` ) FOR r4sv ER SPACM I (S
3 5 RE00.A [[ss
51 ES NDP hW Z
tt 1 CHA ESStF�ES
• ija �, 7 -� �I ,f {{ to 0
n 1 , 35
C
B
srzEL:.I .aa u+ o 'z
,,,• �•:Cw... �_._ , • SIZES AS CSO IN DP O
SCREEN[i}➢t PANCL SCREEN IL�R PAIM- B i!.•� C mr WI PRE+SDR6 � � C o
C3M1 tDPttaNAL) tDPTRT AL) fes....;•`'.'.:^.• SI.OUH OH SHELr B OF 14 w a 1
exrCRIER DRA➢E .J• �� j
H SII' Hxsw VlDTN<!A2 IJ2"R PERDQTER CAUUtttK. •.`�.^_-•'• l�
3D/3T — XXX NO ES: I)REFER f0 SET 8 OF I4 Rq 11 vo
FOR
GEA
7iNG OPTIONS AND DO CHARTS.
2)REFER TO SNCEr R Ox Ts t
FOR To CROSS-SECTION DETAILS. $ i' '
S)REFER TO SHEET 4 OF 14 ;1 -.
woo WcxS VOr BY LAV$DN IND FOR TYPICAL ANCHORS AND NOTES. C,
KAT SUSTAIN Ir or L(DADS , k/`\
4)REFER TO SHEET 8 OF 14nFOR UM.ANCIHOR SPACINGS.1116•-HS*LAMHAVED GOSS 1/4-GAPCLEAR SRICM A9NSIVE km. • '�•'a a .x-
(i BE➢o 4a t:tlN°DIF.9 �WCY r,� } ♦S 8
gxRyybhjlN�illB�bl'
i ..
� . � N r
0 / IN"-
V/ P..F[d..
'M
♦ - _...__.._._..... •A@ x B'FHItSS. Z s = }
114'mitt I .S1N o2x A y -I
P. BL .5
CK SEE SHEET x9 BTFA�L+IlM1Y' 1.4xCIC � I'I �g y4
fVEG➢ASTCNC
T. >NOTES MI➢ p�t
_ CLCwTIIN AT SHEET A 6 PCR
ASMAL"SPACB+G 1 1 g i o oil I I
_- r A ! ".1— ...WWW- 2xl/_, �a 11•+... !ti#e_
17
T 8 I 16
_ C2 cwnaNa.1 D T:x't>raTox ,�a .: ��a +a' ♦♦I� i
�'"•H" ExiERIDR TxADE ''
.''.�1A. PfRirCTER CAULxiHG ,it1H14- ,' �- `jG�ya F..
4H.
_R R VIDTH f98'1
Cal(
2D/2T — XX
t
t
� f
V �
• HOOT Wlac vIDTH Wfiq Ji4_S � __ t t)C !. .
' 4
ItEX 1 3t<•iMMfiSHS »• m N E•y
Vf i t1i•HtN EHIfT_D-INT11 ():
Ek P.T,VWO VIN z.FOR POCHET WALLS
1/1:14 T SCC OPTY PL INSTALLAIi� n > d U
{i pCTnB.3 PT SHCET tC-OF ti) SEE GENERAL NO1E9 4 K^ [a d ,.
R 55_i6 aT C]
.111• TAPCON er APPROVED EQUAL BV EOR I 9 ISHEET 1 Di 14. la`v •y
V!4 Jf4'NaL EHEEA IMO OB kd C— -OTC.
• 6'FRaH COWERS t SEE ELEVA7)OV AT CLEM SRROZ VwSIVc Sun'UFS Rw AS t.----• � �� A
SHEET 0 fa 14 iW MnL SPACN51 BEODDR:CU•P(IA1p MDTm IN OP CHN1f M/ I d'. Z O
•D 3 PRESSt]iFS.SH OWN OV i—" 31 1° �' tEppf G3+3 m�1 n Z ,Ci' ,•fie N
.a SHETT D v 14
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ITEM/ PART/ QTY. DESCRIPTION RWIARNS I NOTF EMBED.
1 L-9211 t 2 TRACK FRAME HEAD 6063-7'6 ALUMINUM 1,FOR MCHOR TYPES SEE g 5 4
12 L-9211 1 2 TRACK FRAME HEAD(Multi-Slide) 6063-T6 ALUMINUM NOTES 1' SHEETS 3.6,&9.
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2 L-9206 1 2 TRACK.FRAME SILL _ 6063-TS ALUMINUM � INTERIOR N07ES/15&10 A(SHEET 1 of Is.
3 L-9212 2 2 TRACK FRAME JAMB 6063-TS ALUMINUM TYPICAL ANCHORS 6•-AT S'OCINTERIOR d o O
m CJ e$
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4 L-9204 1%PANEL PANEL TOP RAIL _ 6063-7'5 ALUMINUM SEE ELEv m o o ❑ n
5 L-9205 I%PANEL_PANEL SUTTCM RAIL 6063-15 ALUMINUM 1 e FOR SPACAG �'n, @ cn (A ^
6 L-9201 1 - PANEL LOCK STILE - 6063-T6 ALUMINUM t] 4 is ��°- ! V3
9z
7 L-9202 1 IPANEL INTERIOR INTERLOCK 6063-TG ALUMINUM �c .. A
N L._�9203 I _7.nNEl E%TERIOR INIEMLOLK 6063-T6 ALUMINUM
Yo I
9 L-9207 I 7t
PANEL ASTRAGAL _ 6063-7'5 FlLUMIM. _ z i Iz S N
10 L-9209 AS REO'D.IALUHIWFI GLAZING BEAD6063-TS ALUMINUM m o
It L-9214 l 3 TRACK FRAME HEAD 6063-7'6-ALUMINUM - t6 ! j .4
12 L-9208 I 3 TRACK FRAME SILL 6063-TS ALUMINUM st I 16 6 I d
•e' ,a. u) STEEL FIFA RFL
13 L-9213 + 2 3 TRACK FRAME JAMB f 6063-15 ALUMINUM SRES U51E0 M/DP 17 ~ 7
;< PVS-016 AS RE O'0 BTI(?DM RAIL VTS'P ULTRAFAB 40B5757DK I EXTERIOR .a TYPWA1_ANCPORS R A90YE
o.. AT 8`•O.C. �J 6
1$ PMS-_009 AS_REO'D_. PANEL TOP RAIL VTS-P .187'x.3:0'(7030-6001-1) .Q SEE ELEV. T ❑
16 PWS-003 AS REO-1). FIN SEAL VEATHERSTRIP .107'x.210'(7820-6001-9) I/4'MAX. FOR SPACING i Q `may. 'p Q
17 VVS-004 AS REO'D. BULB VINYL(FPVC) 1/4'O.D. .. `r
SHIM 1 3/4'MIN.
IB L-9016 2 SELF ADHESIVE PILE PAD 13/16'%1 1/2• El/BE0_ ---- i(.' w O
19 HC-046 2 HVG.PANEL TANDEM ROLLER 2%Ck MVG PDT RAIL - EXTERIOR, t a W
20 FS-003 2 ROLLER ATTACHMENT SCREW KB%1/2' FNJPHIL. POCKET DOOR HOOK x A m
C ,) 2t Aa.-008 2%PANEL PANG'C'TRACK CLIP 6063-T6 ALUMINUM ATTACHMENT DETAILS 2 i
v P2 FS-042 AS REGO. 'L':R"' ATT.IENT SCREW d10%V SHS FHJPHIL. ulj
23 9018 I X ANCHORI FIXED PANEL JAMB CLIP ___ 6063-7'5!d_U�(iHJM IvPm1, FFvc QrLyT3+In_.__ j
24 FS-011 I%CLIP I FIXED PANEL CLIP SCREW 410 X 5/8'PH/PHIL. •1. FING%M a4k oud No-?Mo
fR Y9GL
2 • STEEL REINFORCEMENT 1/2'N I 1/a•(36 Ks
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27 " AR-024 • INTERLOCK STEEL REINFORCEMENT 3/8'X V(36 X50 m74oA U4n • a
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28 HC-047 i MOR-,ISE LDLN HARDWARE V/HANDLES 6 KEF?ER Bnraveti D.HA E yJ7
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29 !x Pone; 7
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30 L-9022 • ASIRAGAL.PANEL SILL CLIP DmamerRwmvm w•,lo.a 7) M40 c - 8
6063-T5 ALUMINIM spq(I.omdp I() ply eve w 2U e
31 L-9215 1 PGCKET JAMB HOOK 6063-T6 ALUMINUM 76ws—sh,rs1 Iwo Dela o _v oi z
tnA.n)s.auxAx ))Lo wa �54.-rt�,L4�w�- & 8 B
32 SH-5731 • NEUTRAL CURE SILICQNE Schnee-Horehead 5731 AWuWE-0lOolcFJaemm,Psl 7410 aoi
tm e.aE.n -m.o aTz r5. _ _
33 DC-899 AS REDID. NEUTRAL CURE SILICONE Do.Cornln0 099 _ �'1Oi14°�OId
3. NEUTRAL CURT SILICONE Trencc SPectren 2 { a r of
-35 )(C-045 2 NYLON PLUG(ABO'HALE) RIGID PVC
-36 HC-043 2%PANEL NYLON TOP GUIDE RIGID AVL __ M1}�.•µ' y^t
31 FS-DOS AS REOT. FRME ASSEMBLY SCREWS 108 X I/2'P.M.PHILLIPS • ••'%y', ¢
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38 FS-013 AS RED'0.;PANEL ASSEMBLY SCREWS pW%l'PH PHILLIPS n L7 � it 4•.::
39 FS-014 AS RM- D. INSTALLATION SCREWS 412.%1 3/4' F.H✓PHIL. ,D c
40 PL 7.5.6020 AS RE'G'0. GLAZING SE171NG BLOCK SOFT PVC 1/0'x I/8'x 2'L• u 7
41 • - SCREEN PANEL ■ On
42 SM-5504 AS REG'0. .MINT SEALANT Schnee-Morehead 5504 �� '-�7�"'-_ ••
43 w A PERIMETER CAULKING OSI POLYSEAMSEAL •�'•id C S.. �Z1Cav I
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062 750 2.25 1.32 i 1.590 '11Y0 TRACK FRAME
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2.728
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2.039 1.590 32
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PX'n�TOP PAIL EXTERVR INTERLOCK "WoOcruviseb 218
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ryi'•'yC� C 4c d lo_ ./2017 FPC NANUFACFGNWR OF QUALM'AFU,YfNUSf WIND0WS AND CUSS DOORS
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dddiki656tiT A^*y"� ° 11 EMUSION DETARS,REINFORCEMENTS&FRAME CORNER ASSEMBLY DETAD.S
N,ERAZ4 11/01/17 _
DATEr •?1%;•� ••�.,a
L9204-1201
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