HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 1
RECEI V-
-D APR 15 2016
FILE ®PY � -
BCIS Home Log In ; User Registration Hot Topics Submit Surcharges Sats&Facts € Publications j FBC Stag BCiS Site Map j Links x Search ;
Busmes -- Product Approval
ProfessMl I OUSM:Public User
Regulation
Product Anoroval Menu>Product or Application Search>Application Ust
utrt
Search Criteria Refine Search
Code Version 2014 FL# 251
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model,Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Search Results-Applications
FL# Type Manufacturer Validated By Status
F-L251-R27 Revision PGT Industries Miami-Dade BCCO-VAL Approved
History Category:Exterio (786)315-2590
Subcategolryz Sliding Exterior Door Assemblies,
-Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850487-1824
The State of Florida is an AA(EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e•mall address released in response to a public-records request,do not send
eiectronk mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees Opened under Chapter 455,F.S.must provide the Department with an email address If
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
_ supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under
Chapter 455,F.S.,please dick hUL.
Product Approval Accepts:
®®99M
secunt ASETRtCS
https://www.floridabuilding.org/pr/pr�_appjst.aspx 4/11/2016
MIAMI-DADE WHANNn DADE COUNTY,FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOTKIC RESOURCES(RER) 11805 SW 26 Strcet,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315--2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) wmv.miamidade.eov/economy
PGT Industies,Inc.
1.070 Technology Drive,
North Venice,Fl.34275
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 Miatni—Dade County Product
Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or 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 Hurricane Zone.
DESCRIPTION:S ries"770 HP"Aluminum Slidine Glass Doors w/Reinforcements—S.M.I.
APPROVAL DOCUMENT: Drawing No. PGT0005, titled "Series 770 H.P. Aluminum SGD— S.M.I.",
sheets 01 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "E" dated 12/31/14 and
latest update 03/05/15,signed and sealed by Lynn A. Miller, P.E.,bearing the Miami—Dade County Product
Control Section Renewal stamp with the Notice of Acceptance number and expiration date by the Miami—
Dade County Product Control Section.
MISSILE IMPACT RATING: Small Missile Impact Resistant
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.
REVISION 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 and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No. 13-1009.06 and consists of this page 1 and evidence pages E--I-,E---2 and E-3,
as well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon,P.E.
NOA No. 15-0106.09
MIAMt•DADE COUNTY �� 5 Expiration Date: March 24,2020
Approval Date: March 12,2015
Page 1
PGT Industries,-Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. PGT0005, titled "Series 770 H.P. Aluminum SGD — S.M.I.", sheets 01
through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "E" dated
12/31/14 and latest update 03/05/15, signed and sealed by Lynn A.Miller,P.E.
B. TESTS
1. 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,per FBC 2411.3.2.1, and TAS 202-94
along with marked—up drawings and installation diagram of Aluminum Sliding Glass
Door(XOX),prepared by Fenestration Testing Laboratory,Inc., Test Report No.
ITL-7825, dated 06/1012014, signed and sealed by Idalmis Ortega,P. E.
2. 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,per FBC 2411.3.2.1,and TAS 202-94
along with marked—up drawings and installation diagram of Aluminon Sliding Glass
Doors (Samples A-3, A-4, B-3, B-4 and C-2), prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL-7468, dated 09/13/2013, signed and sealed by
Martin D. Brinson,P.E.
(Submitted under previous NOA No. -13-1009.06)
3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 2o2-94
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,per FBC 2411.3:2.1, and TAS 202-94
along with marked up drawings and installation diagram of Aluminum Sliding Glass
Doors (Samples A-1, A-2, B-1, B-2 and C-1), prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL-6019R, dated 12/29/09, revised, signed and
sealed by Julio Gonzales,P. E.
(Submitted under previous NOA No. 09-0826.11)
Jaime D.Gascon; E.
Product Control Section Supervisor
NOA No. 15--0106.09
Expiration Date: March 24,2020
Approval Date: March 12,2015
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (coNnNUED)
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
4) Large Missile Impact Test.per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked—tip drawings and installation diagram of Aluminum Sliding
Glass Doors), prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s
FTL-6019 and FTL-6020, dated 08/10/09,both signed and sealed by Julio Gonzales,
P. E. (Submitted wider previous NOA No. 09-0826.12)
5. Additional reference supporting Test Reports No.'s ATI72138.01401-18 and
FTL--5254. (Submitted under previous NOA No. 09-0826.12)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Addition (2014), prepared by manufacturer, dated 03/05/15, signed and sealed by
Lynn A.Miller,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 GIass Interlayer" dated 03/12/15, expiring on 12/11/16.
F STATEMENTS
1. Statement letter of conformance, complying with FBC 5"' Edition (2014), issued by
manufacturer, dated 12/31/14, signed and sealed by Lynn A.Miller,P. E.
2. Statement letter of no financial interest, issued by manufacturer, dated 12/31/14,
signed and sealed by Lynn A. Miller,P.E.
3. Department of State Certification of PGT INDUSTRIES, INC, as a for profit
corporation, active and organized under the laws of the State of Florida, dated
01/27/15 and filed by the Secretary of State.
4. Laboratory compliance letter.for Test Report No. FTL-7825, issued by Fenestration
Testing Laboratory,Inc.,dated 06/10/14, signed and sealed by Idalmis Ortega,P.E.
Jaime D.Gasco ,P.E.
Product Control Section Supervisor
NOA No. 15-0106.09
Expiration Date: March 24,2020
Approval Date: March 12,2015
E-2
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (co=,mED)
5. Statement letter of commitment, issued by manufacturer, dated 02/20/14, signed and
sealed by Lynn A.Miller,P. E.
(Submitted under previous NOA No. 13-1009.06)
6. Statement letter of conformance, complying with FBC2010, issued by manufacturer,
dated 10/04/13, signed and sealed by Lynn A. Miller,P. E.
(Submitted under previous NOA No. 13-1009.06)
7. Statement letter of no financial interest, issued by manufacturer, dated 10/04/13,
signed and sealed by Lynn A. Miller,P.E.
(Submitted under previous NOA No. 13-1009.06)
8. Laboratory addendum letter for Test Report No. FTL-7468, issued by Fenestration
Testing Laboiatory,Inc., dated 01/13/14, signed by Manny Sanchez, CEO.
(Subunitted under previous NDA No. 13-1009.06)
9. Laboratory compliance letter for Test Report No. FTL-7468, issued by Fenestration
Testing Laboratory, Inc., dated 09/13/13,signed and sealed by Martin D. Brinson,P.E.
(Submitted under previous NOA No. 13-1009.06)
10. Proposal, dated 06/04/13, issued by the Product Control, signed by Jaime D. Gascon,
P. E.
(Submitted under previous NOA No. 13-1009.06)
11. Notification of Successor Engineer for manufacturer's NOA document per Section
61G15-27.001 of the Florida Administrative Code, notifying original engineer that
the successor engineer is assuming fiill professional and legal responsibility for all
engineering documents pertaining to this NOA, dated 10/07/11, signed and sealed by
Lynn A.Miller,P.E.
(Sttbnitted under previous NOA No. 11-1018.15)
12. Laboratory compliance letter for Test Reports No.'s FTIr6019 and FTL-6020, both
issued by Fenestration Testing Laboratory, Inc., dated 08/10/09, signed and sealed by
Julio Gonzales,P. E.
(Submitted tinder previous NOA No. 09-0826.11)
13. Proposals No.'s 09-0177-A, dated 05/05/09, B, dated 05/27/09 and -C, dated
05/27/09, all issued by the Product Control, signed by Ishaq Chanda, P. E.
(Submitted under previous NOA No. 09-0826.11)
G. OTHERS
1. Notice of Acceptance No. 13-1009.06, issued to PGT Industries, Inc. for their Series
"770 UP Aluminum Sliding Glass Doors w / Reinforcements — S.M.I.", approved on
02/28/14 and expiring on 03/24/15.
Jaime D.Gascon,)
Product Control Section SupeYvisor
NOA No. 15-0106.09
Expiration Date: March 24,2020
Approval Date: March 12,2015
E-3
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A:Group Anchor Substrate Frame Min.Edge Min.
INCLUDING POCKETS & 900/1350 CORNERSMe hAr Distance td
Cana n. .B5kal a alo emb , •
GENERAL NOTES I< 114'Elco Ultrecon Grouted CMU,(As .lamb only 2.112' 1-114'
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. routed CMU ASTM 690,min.2 kat rout .Iamb ant 2.112' 1314'
2 DESIGN PRESSURES: Conorete min.3.36ka1 HeedlBlNJamb 1' 1x14'
2 1/4'Eke 410 9.5. Uryrouted CMU,(ASTM C-90) Jamb only 2-112' 1-114'
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. creterfox P,L Soutmm Pine SG"0.55 Heed1811Namb 1• 1.39Y
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. Conarolo(min.2.88 ka0 HaedI816 1• 1318'
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 1141 Eloo Ultracon Un routed CMU IASTM Goo Jamb only 1' 1.114•
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT P,T.Southern Pine(80.0.66) HeadISllYJamb 9118' 1x18'
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 012,188 or410 Aluminum,8083-76• Head/81111Jamb 318' 0,083•
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 8.14. S.B.SMS, Steel,A38• Head/S11VJamb we. 0.050•
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 lhreadelln) Steel Stud,A653 Or.33' Heed188Wamb 318' 0.0451•
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min,3.275 kat) HeadISIL/Jamb 1.1121 1318'
NARROW JOINT SEALANT. t/4'Elco 18.6 S.S. Ungrouted CMU,(ASTM 0.90 Jamb only Y 1-114-
6)REFERENCES;ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSVAF&PA NDS FOR Aggre-Gator- Grouted CMU(ASTM c90,min.2 kel Grout) Jamb only 2• 21
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL, P.T.Southam Pine 600.65 HesdISI11lJamb t' 7316'
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Soulhem Pirie(80.0.65) Head1SlWJamb 9116' 131B'
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 012,Steel BMS G5, Aluminum,6083q5- Fbad/suuJemb 316• 0.083•
B)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.tt threadaAn) Steel,A361 HeadI801/Jamb 318' 0.050•
FLORIDA BUILDING CODE,AS APPLICABLE. Steel Stud,AM Or,33• HeadlSll/Jemb 318' 0.0451•
TEST REPORTS:FTL5980,FTL5993,FTL-6001,FTL-6014,FTL•6016,FTL-8017,FTL-6022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN.
FTL-6024,FTL-6025,FTL-8028,FTL-6031,FTL-8033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND
TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
••P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR
ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS,
1)FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO
ANCHORS,SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS,
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. NOA DRAWING MAP_
3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112"THICK,PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS SHEET
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE GENERAL NOTES.............I
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. EXAMPLE CONFIGS..........2-3
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS..,,,.,,,.,,4,6
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE.....................6-14
6)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, DESIGN PRESSURES.......B-8
MAX.114'THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT INSTALL DETAILS..............12-14
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS ELEVATIONS.....................16,16
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.........17
TABLE B,SEE DETAILS ON SHEETS 4&6 CROSS SECTIONS............18,19
GlarPARTS LIST.......................20
Type Description(Elated from Fktadorto Inrorlor) EXTRUSIONS...................21,22
03 7/16'Laminated:(2)Liles 01`3116'HS Glass wllh.090•PVB Interlayer 4pproved u mmplylgMllr tit
03A 9116'Laminated: 2 Utes of 1/4'HS Glees with.090'PVB Ntode er DESIGN PRESSURE RATING IMPACT RATING Wnc� G
G4 7118•Larninated: Ulee of 311 VHS Gloss with.090'SG Intedeyer NGAe
G4A 9116'Laminated: Utas of J141 Hs Class wllh.09V SO Inteda or SEE TABLES 1,2&3 ON RATED FOR LARGE&SMALL Miami Mde Hredset
' looted
Exterior Cop+3161 AIr 8 ae+7118'Laminated;2)LI(es 013118'HS Glass with, PVB Inleds er SHEETS e,7&B MISSILE IMPACT RESISTANCE
0.5A 1'Laminate e e; ) l0 013/18•H8 Sea a oyer nr,
GB III Lomineted I.O.:3118"TExlodar Cop+318'Air S ce+7/16'Laminated; Liles of 3118'HS Glass with.0110'80lnteda er GLAZING NOTES: 1,
LYNN
GOA 1'Laminated LG.:1/4"TExtedor Cs +6118"Aire oe+711V Laminated;2 Liles 03116"HS Glass vdlh,09V 801ntedo er °ANN"=ANNEALED
07 Vie'Laminated:2 Ulea of 3118•ANN Oleos with Ago'8G Irdada er "HS"=HEAT STRENGTHENED �`a��.•'1%CENSE''•�Fp l
07A 91181 Laminated:(2)Liles of 110 ANN Glass wllh.090"SG Intede er r-TEMPERED
TEMPERED N
G8 11 Laminated I.O.:3!161 TExtedor +3re'Alrapace+7/16'Laminated;(2)Liles 013/16"ANN Claes with.09V 80lntedayar 'PVB"_,090"BUTACITE'PYB BY KURARAY AMERICA,INC. (da.58705 1
GSA 1'Laminated I.O.:114'TExledar Cop+6116'Air Space+7116'Leminated;(2)Liles of 3118•ANN Glass w8h.090•so Mtedayar "SG"=,090"SENTRYGLAnY KURARAY AMERICA,INC. -
or.ue,e 7� G °Zd �S Ctj
aC 10/9/1Dl9 A UPDATED INTERLAYER MANUFACTURER, ._ir OENERALNOTESANDMAP �O�'., STAGOF w�
N.VENICE,FL 94779 rr� 'i��s,.F�omGa:.••a0,
pNQ460•160p SERIES 770 ALUM.SQD-LM IMPACT ��,,'S�pNA ���""
NNMILLEp).
JR'0110114 oak CERT OFAUM.I2DT89
L�G SOD-770 NT,g 'J d 22 P07i7J90 A P.E.G 58703
EXAMPLE CONFIGURATIONS )ALLICONFIGURATIONSSHOWNAREALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"JW',"Jc","Kw'OR"Kc"INSTALLATION,
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH NOM.PANEL WIDTH PXXXXP,PXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
PER TABLES 1.3 A PER TABLES 1-3 CAN BE OXXXp.
2)00"&135'CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
i 55 4 MAX.UNIqJ7 0 0 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
'HEIGHT / $°� HEIGHT / I B
i ffi I "X'-OPERABLE PANEL,
qv
PER TABLES I3 i � PER TABLE 1�
'O'=INOPERABLE PANEL,
POCKET I y KEr I � "P°=POCKET DETAIL LETTER
=WOOD OR METAL INSTALLATION
1-PANEL 2-PANEL W"c"=CONCRETE INSTALLATION
CONFIGURATIONS COTNGURAPONS. L--SHEETNUMBER
MAX.UNIT WIDTH MAX,UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7'
NOM.PANEL WIDTH NOM.PANEL WIDTH DLO HEIGHT=DOOR UNIT HEIGHT-10.12
PER TABLES WIDTH
PER TABLES 1 3 PANEL HEIGHT=DOOR UNIT HEIGHT-1,886
6"
_1�f--� —1� ---
I I
MAX.UNITof 1 o {�& MAX,UNIT I �
g° HEIGHT
HEIGHT 1 PER I k 5
PER TABLES 1-3 � � � POCKET I �a�TABLES 1.3 I
�K,� I � � � � POCKET
3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS
MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTHNOM.PANEL WIDTH
PER TABLES 1-3 PER TABLES 1-3
— \r---�
4PProredummPlylag UM
g � I � Florida dl
I Uale
MAX.UNITI I i op0 I HEIGHTIT $ NOTE SEE Miami o c mduel
HEIGHT % I PER 2,THIs
PER TABLES 1-3 i w% TABLES 1.3 SHEET. By_
L—
No.
.......•POCKET i v� E '� F'5-PANEL CONFIGURATIONS LL L - 11 lCORNER,TYP. 58705
(OUTSIDE CORNER SHOWN, •t�
INSIDE CORNER SIMILAR) 10
o er,Yank pr"lart •, l o c � t�
SAT"L
W
so lo/&of5 a NO CHANGES THIS SHEET 1070 TECHNOLOGY ONVE EXAMPLE CONFIG URATIONS %,�, •,°toltloP.•'0��;
N.VEnn $r2T6
tsrTNe4feodaa SERIES 770 ALUM.SGD-LM IMPACT
a.wwu sole o. l rta� A.LYNN MRLER,P.E.
JR o 1Wf4 �" CERr.OFAUTH,029M ® saano NTS 2 >22 PaTOf30 A P.E.068705
GLAZING DETAILS(G3, G3A, G4,G4A, G5&G5A)
7116"NOM. 7/16"NOM. 1"NOM.
3116"HS GLASS 3/16"HS GLASS 16"HS GLASS
.090'PVB
090"PVB 090"SG 3118"HS GLASS
3/16"HS GLASS 74 3/16"HS GLASS 74 3/8'AIR SPACE 74
3/16"T GLASS
B2 82
63
EXTERIOR 3GLASS EXTERIOR 3GLASS
58 3/4"NOM.
BITE BITE GLASS
BITE
EXTERIOR
80 80 ,�
79
54 64
66
7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 "LAMINATED I,G.GLASS TYPE G5
9/16"NOM. 9/16"NOM.
3/16"HS GLASS
1/4"HS GLASS 1/4"HS GLASS .090"PVB
.090"PVB .090"SG 3/16'HS GLASS
1/4"HS GLASS 74 1/4"HS GLASS 74 6/18"AIR SPACE 74
1/4"T GLASS
82 82
83
314"NOM. 3/4"NOM.
`
EXTERIOR GLASS EXTERIOR GLASS 68 3G NOM.'7 BITE a BITE GLASS
BITE-
EXTERIOR
81 81
64 84 78 wppprovcd u 65 FbtiJtx""A OANu
9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A
av
oo .YN!,�rq�
GLAZING NOTES: �1�,, ���EN3F ,F,p
"ANN"-ANNEALED
"HS"=HEAT STRENGTHENED ti r r5 x =,
"T"=TEMPERED W.68'/0
"PVB"_.090'BUTACITE PxB%Y KURARAY AMERICA,INC.
"SG'_.090"SENTRYGLA Y KURARAY AMERICA,INC. = �� t-�n,
IS c
8C 1WM2016 A VPOATEO/NTERMYERMANUFACTURER f;4
107o7ECHNOLoaYDRNF OWING DETAILS �:C�`�.''•.F4oR�oP.•''
N.VENICE,7161976 iro ��i �S •'•'••''• t���
f11Hea1mo SERIES 770 ALUM.SGD-LM IMPACT �''is;i iNA11 ON
1, 1 o"+ser "°" A.LYNN MILER,P.E,
SJR 0110114 �� ceRr oFAunt.x26ne ® SOD-770 NTS 4 .22
POT0130 A KEA 58705
TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved Maximum DP for all sizes:+801.80 gill Helghtto Max.(+)DP
contiguratlons on Sheets 2&3) (May be limited by Table 1A) (Water Infiltration Rating)
For comer astragal anchorage on e0"or 135°corner unite,see sheet 11 I 6111 Risor Height (+)Design
Table applies to Glass Door Unit el ht (Flat or Box,sea pressure,Psf
�, 80. Sheat 17)
Types 3,3A,6,5A,7,7A,8 8" O /• LO DLO Flush-1.117' see note 3
&BA and the Stile/AstragalAnchor roup Anchor roup Anchor roup Anchor Group Low-2-112 +40.67
types shown below. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Mod um•3114" +60.0
Has + +1 C4+1 + C4+ + + + +1 + + + + + C4+ C4+ Hi h•4" +80
.0
24" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 0 8 8 8 6 SEE NOTES 1-3
P-hook 6+7 6+7 6+7 8+7 7+8 7+8 7+8 7+8 7+g 7+8 7+8 7+8 7+8 7+8 7+8 7+8
Head/SIII C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1
30" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8
P hock 8+7 8+7 8+7 8+7 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+11 7+8 7+8
" 28 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
8 8 8 6 8 S 8 a 8 8 a 8 8 a 8 B
P-hook 6+7 6+7 6+7 a+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 OH LENGTH
Head/Slll C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
42' ALO Jamb 8 8 8 a a 8 8 8 a 8 B B 8 8 8 B
P-hoo 8+7 B+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+9 7+8 7+8 W re
= OI OH RATIO Z 1
dlSll +2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 O
O Jamb 8 8 8 8 8 8 8 8 1 8 8 a 8 8 8 8 8 p °
oolt 1 6+7 1 6+7.1 8+7 1 8+7. 7+8 7+8 1 7+8 1 7+8 1 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 j—
FOR EXAMPLE ON USING TABLE,SEE SHEET 7.
OH RATIO=OH LENGTH
NOTES: OH HEIGHT
1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-114"SILL.
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER OP IS 46.67 PSF MAX.WHEN USING THE 3-1/4'SILL,POSITIVE WATER DP IS
60.0 PSF MAX,WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH=
TABLE 1A. NOM.PANEL WIDTH-7"
3)4",3.1/4"AND 2-1/2'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112"SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT=
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125"
ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT=
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED, DOOR UNIT HEIGHT-1.868"
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
interlock P-hook. Leckstlle Q Jamb Straight Astragal Lockstlle p 90'Astragal LockstIle® 135'Astragal Lockstlle
Assembly StralghtAstragal Assembly 90'Astragal Assembly 135'Astragal triprovedrraonMff■iwidink
Fl Standar Iles Standard stile StandardSti Standard Stile Standard Stile Heavy-duty stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile nate dig
Duce
St ndard Astragal Outside C Outside Inside M nil
orl
Lorne 6f sd Bre act
Corner
TM4nv.
Ins
Inside Corner Lorne Outside <<Fp
Corner
Part#60(Stile) Part#61(Stile) Part#119(Out.) Part 461(Stile) _''C; ido.50705 r
art#60(x2) Part 060 Part#60 part#67(Astragal) Part#60 Part 0118(Corner part#120(In.) Parts#31  Part#61
Receiver) (Corn.&Fxd Mount) ` e
a om �0 �7 ,'iii
sc fa 015 A NOCNANOESTHIS SHEETfa75TECNNCLoovOFNE DPANDANCHORAGE
AVENICE,FL31275 ��NAL.
»■ �i's;� \J ���
W. r�+fy+5olr�o SERIES 770 ALUM.SGD-LM IMPACT
A.LYNCJ fAI�.1R.P.E.
JR ,515114 0w CERT.aFAun11au2ae ® soo-�o NTS 8 d 2v PG7'Ot30 A P.E.#68705
I NSTALLATI EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 NOTES:
EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
CON EDGE DIST CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED
PE BLE TABLE A,SHEET` ER TABLE PER TABLE ON MIN.ALLOWED.
HEET 1 2 1/16" 2-1/16" 2-1/16"'
SHEET 1 A,SHEET 1 •DIAGONAL O C
:,.• ti..,. :( ,.�'. :':,:•''. r''t' . MAX.
1
EXTERIO •.'.i•� ,i•; ..:,;, ��. '..,..•.. 'i I •,.•.;..;•;.. :.;;•,'.,.. SHIM MIN 4"(HEAD&SILL)
''y.
i OR 6"(JAMB)SEE
RVAEMBEDMENT: 1/4" EXrER10 M4 EXTERIOR
I OD DETAILS,SHEETS
SEE TABLE A, �I M c] SHIM
SHEET 1 S
PROPERLY SECURED 1X CONCRE NCHOR TYP„ PROPERLY SECURED 1X CONCRETE ANCHOR TYP„ PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
OD BUCK TYP.,SEE s f'(I CHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&
ANC TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1
gRh 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD ifEh 4-TRACK FRAME HEAD
Ac CONCRETE INSTALLATION - Bo CONCRETE INSTALLATION Cc CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP„ PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE A,SHEET 1 'ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A.SHEET 1 ANCHOR NOTE 3,SHEET 1
SEE ANCHOR SEE ANCHOR SEE ANCHOR
NOTE b,SHEET NOTE b, NOTE 6,
1(1/4"MAX.) SHEET 1� SHEET 1�
. � (1/4"MAX.) �M -, I (1/4"MAX.) - >.--,. .. >.
EXTERIOR 'w EXTERIOR •'', EXTERIOR �r `�• ti•'
a a CONCRETE
2-1/18 2-1/18" 2-1116"' PER TABLE
EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
ja 2-TRACK FRAME SILL ah 3-TRACK FRAME SILL 4-TRACK FRAME SILL
Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1 --�
EDGE DISTANCE:
EMBEDMENT:SEE SEE TABLE A,
TABLE A,SHEET 1 -�I SHEETI'
• EDGE DISTANCE: PROPERLY SECURED
EMBEDMENT:SEE 1 SEE TABLE A, 1X WOOD BUCK TYP.,
TABLE A.SHEET 1 —~ ---1 SHEET 1 SEE ANCHOR NOTE 3,
EDGE DISTANCE: SHEET 1
PROPERLY SECURED ;' SEE TABLE A, PROPERLY SECURED �Fproved necmplTla{xlUlhb
1X WOOD BUCK TYP., SHEET 1 1 X WOOD BUCK TYP., 2-1116"• Flcrl*ldSEE ANCHOR NOTE 3, SEE ANCHOR NOTE 3, "'` CONC.ICMU ANCHOR tvSHEET1SHEET1 TYP.,SEE ANCHORoCONC.ICMU ANCHOR '' 2-1/16"• 2_1/18a• NOTES&TABLE A, I� dnd
TYP.,SEE ANCHOR CONC./CMU ANCHOR A., SHEET 1 CONCRETE Illy•
NOTES&TABLE A, i TYP„SEE ANCHOR OR CMU
EXTERIOR SHEET 1 ••!"• OR CMU CONCRETE EXDTES&TABLE A,TERIOR SHEET 1 •; CONCRETE EXTERIOR n _ A,
PER
TABLE NY,LYNN 4f/��C,���
PER TABLE f` OR CMU V ;'�cENSE'•, p ;
114"MAX.SHIM A,SHEET 1 'D 1/4"MAX.SHIM PER7ABLE
A,SHEET 1 1/4"MAX.SHIM -4 '! NO.68706
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4a 4-TRACK FRAME JAMB .
CONCRETE/CMU INSTALLATION He CONCRETEICMU INSTALLATION to CONCRETE/CMU INSTALLATION 0' R
SC 10/821010 A O CHANOE8 THIS SHEET 0
1070TECHN0L00YORne ANCHORAGE DETAILS ��O•',, TAIEOF I <</.:'
RdVf. MV
N.YENIC$f181178( SERIES 770 ALUM,SOD-LM IMPACT '�;�;5'/0NIA1.'��
atww,ae was •e m"m — A.LYNN MIUUA P.E.
mar'a aw. ® soo-llo NTS 73 a 22 POT0190 A P.EJ{68705
JR JN10/14 CERT.OFAUTH.F2u1ae
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 108 FULL PANEL JAMB LENGTH
ODOR 61 10fi
14 108 FULL LENGTH 14 6, W
00 OR 61 QF 6 q3 60 OR 01
�l vi (eroo—R—ei) 2-TRACK JAMB 18 6
F L JAMB
B
J
2-TRACK JAMB (SHOWN SEE DETAIL GI
B"LONG CLIP#10S WITH
105 @ FOR FIXED
113 @ W/RETAINE-R#1 a OPERABLE
I Sp 60 PANEL CLIP M L
75& T
MAIDSPAN (SHOWN 'H PANEL)
IT
6 FIXED PANEL To SEE DETAIL G2
XLEXTERIOR 10
THE INTERIOR) 113 1 103 FOR FIXED
AExTr=RIOR PANEL CLIP 6 103 0OR61
14 16
8
1112 10
#10X314' 123 FULL LENGTH 60 OR 61
17
sms ,04F JAMB 2.TRACK JAMB 40
X 3-\40
CLIP OR#105 61 62 ' 2-TRACK JAMB luEXTERIOR lrEX ERIOR IDEXTVRIOR
. W/SCREEN
8"LONG A/RETAINER#123 3-TRACK JAMB. 3-TRACK JAMB 4-TRACK JAMB S4-TRACKJAMB
@ (SHOWN WITH x Ila
MIDSPANSwe, FIXED PANEL TO (SHOWN WITH (SHOWN WITH It (SHOWN (SHOWN WITH
OPERABLE PAN FIXED PANEL TO WFIXED PANEL TO OPERABLE PANEL)
0 EL)IQ±2
5 MM,Oa THE EXTERIOR) 53
EX RIO GgMRIOR THE EXTERIOR) THE INTERIOR)
2
112 1
45 6113 6 113 6
62 61
69 EXTERIOR EXTERIOR 69
EXTERIOR 63
A
VIL
SHOWN WITHda 2-TRA'CK W/SCREEN jja4-TRACK MAX.UNIT
OPT,SCREEN Wffl6ME HEAD
TRACK KOFRAME EAD HEIGHT PER
VA TABLES 13
A ——
63 B9 gg
89
52 61 'EXTERIOR EXTERIOR
46 11 72 OR 73 472 OR 73 <3
td B
113 0 1 D DaM
lam De
EXTEI;UO;R 112 6 113 113
Ry
<�3 6
D2-TRACK WISCREEN (
.
e-g lym A
.pTR
�EMME SILL FRAME
SILL
ITEM 61 SHOWN,ITEM'60 ALSO APPLICABLE,SEE TABLES Mo.68*105
1-3,SHEETS FOR DP(PSF)ASSOCIATED WITH STILE. ty -
.-
SC 10 W016 A 8.8NOCHANGS&THISSHEEr SWAPCII�l
1070 7ECHNOLOGYDRIM VERTICAL SECTION DETAILS
N.VENICE,n3ars
SERIES 770 ALUM.SOD-LM IMPACT
IL P.E.
"JR
CERr.OFAUTH.AMW .0"'o 17TS11*8 -22 ja"vPGTol3o 47A P.Elo 68706
PGT PGT# Description Item PGT POT# Desorption NOTES:
Item
Dw .# Dw .# 1)ALL ALUMINUM=0083-T8
1 _17306 817308 - 58 °UANEWD2U5EAL DURASEAL SPACER(COMPOSITE
84-99.
2 17303 017303 L2 CK HEAD WITH SCREEN RAL BEALANODESSICANT)or CARDNAL XL EDGE SPACER 2)ITEMS#REN T USED
D AND
ARE
017309 3-TRACK HEAD BD 17326 617325 PANEL STILE 121&AR ARE NOT USED AND ARE
4 17312 e17312 4-TRACK HEAD el 17328 517328 PANEL STILE(HEAVY DUTY) NOT PART OF THIS APPROVAL,
5 17314 017314 FRAME SCREW COVER e2 17327 617327 INTERLOCK ADAPTOR 3)USE OF#12 OR#13 REQUIRES
6 17317 617317 FRAME HEAD/JAMB ADD-0N B3 1226 8TP240 VINYL BULB WS1P.-THIN(INSIDE INTERLOCK) MIN.#10 SMS OR 3/16"MASONRY
7 _ 17304 817304 2-TRACK 81LL _ B4 1729 71729 SILL END WEATHERSTRIP PAD ANCHORS(d 24"MAX,O.C.
B 173D1 817301 2-TRACK SILL W 65 17328 617328 INTERLOCK SCREW COVER
9 7307 817907 3-TRACK S 61 17329 817329 ASTRAGAL
10 11310 817310 4 TRACK SILL 68 17339 817339 HEAVY DUTY ASTRAGAL
11 17313 617313 FRAME SILL TRACK INSERT 69 17324 617324 TOP 8 BOTTOM RAIL
12 17316 617315 FRAME SILL SCREEN ADD-0N(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSION MJ _014 MOLDED)
13 17316 017310 FRAME SILL SCREEN END ADD-0N(SEE NOTE 3) 71. 1895 71895 1-1/2"X7'X3/4'H13H FIN SEAL DUST PLUGS
14 17305 817305 2-TRACK JAMB k72 8153 78153X TANDEM ST.811.ROLLER ABBY.
15 17302 817302 2-TRACK JAMB WITH SCREEN RAIL 9153 78163N TANDEM NYLON ROLLER ASSY.
10 17308 617308 3•TRACKJAM13 SLICONE pOW M DOW-995 OR GE-7700
17 17311 617311 4TRACK JAMB 8185 78185X GEMINI MORTICE 3•PLY DUAL LOCK WA.ONG TRIM PLATE
le 17322 e17322 SILL RISER-FLAT,FLUSH,1-1/2' 71032X1FPFX #1G32Xi'FLESSCREWW/TYPE'F'TIP
19 17319 017319 SILL RISER-BOX FLUSH,1412' 7103239 10.32 STEEL ZINC U-NUT
SI 17357 617357 PlG BEAD
21 17318 617318 31LL RISER-BO 2-112' 17359 817359 7/18"BEAD/FOEO PANEL CLP
355 SILL RISER-FLAT,MEDIUM,3.1/4' E12
17360 017360 9116"BEAD
23 17354 017354 SILL RISER-BOK MEDIUM,3-1/4' 1224 OM47K VINYL BULB WEATHERSTRIP
24 17323 817323 BILL RISER-FLAT,HIGH,4- 61745 1746 LOWE INC.U2 X 1/16'SOL.SIDE ADN.TAPE,POLYETH.
25 1732D 817320 BILL RISER-BOX HIGH,4' 8052 48052 ROLLER ADJ.HOLE PLUG
2e 17333 817333 POCKETP-HOOK 72087 JAMB BUMPER
27 7070 07070 NEOPRENE BULB WSTP FOR Pfi00K 1698 71898 WSTPLUO
28 17334 617334 POCKET P-HOOK MOUNT 8188 781 BOX 1'KEEPER
29 17335 817335 P-HOOKCOVER 053 78DKEEP SCREEN LOCK KEEPER
30 17348 617348 POCKET P-HOOK FOR BOXRISER 17344 817344 FOED PANEL CLIP-6'LONG
31 17376 617378 135 CORNER 100 17352 017352 FDED PANEL RETAINER-9118'
32 17370 817376 135 FDEO MOUNT 107 1739 71739 HANDLE KIT-INTERIOR RAISED WI7HTHUMB TURN
ITEMS 40{3 ARE SCREEN PARTS: 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE
40 4319 e12258 SCREEN SIDERAIL-LOCKSTILE 109 1731 78162SN HANDLE KIT-RECESSEDINTERIOR WITH THUMB TU RN '
41 7LOCKWOSK SCREEN LOCKBET 110 1732 78118 HANDLE KIT-RECESSED EXTERIOR PULL
42 41818 SCREEN KEEPER SPACER SET 111 710X34PPSDAX#10 X3/4'PH.PN.TEK-S.S.
43 8152 68152 SCREEN INERLOCKADAPTER 112 1235 67518 WSTP,.270X376-FIN SEAL
44 4425 04428 SCREEN DOUBLE INTERLOCK 113 1 1712 04088 .107'X.230'FNSEAL
45 4317 01226e SCREEN TOP RAIL 114 710X115PPX #10 X 1-1/2"
40 4318 812257 SCREEN BOTTOM MIL 115 710XPPT 610 X 1'
47 868 7SRAZ STANDARD ROLLER 118 720XIIX #1420 X 1'S.S. NMproved as comp��lyiing,rllY Ina
48 600 78RAX STANDARD ROLLER-ST.STL 117 72DXI12X #14-20X1-112'8.8. Dale Buldin
Dale 20
49 4344 04344 SCREEN ASTRAGAL 118 17338 017338 BD DEGREE OORNER RECEIVER NOAH
60 17349 817348 0X0 SCREEN ASTRAGAL ADAPTER 119 17337 817337 90 DEGREE OUTSIDE CORNER ASTRAGAL MI*IDDProd C
51 1692 61892 SCREEN SPLINE-.185' 120 17338 8117338 90 DEGREE INSIDE CORNER ASTMOAL BY
52 1894 01084 SCREEN SPLINE-.150' 123 17352 817352 FDED PANEL RETAINER,718" l 1 .
53 81818020 SCREEN CLOTH ;�� OaV••"I' ••hlI!! '�i
54 1725 1/2"X4'X1/18"SET.BLOCK,NEOPRENE 85+/3 ��'��,•'1,10ENSF'•,F�Q
55 1728 1'X4'X 1116'SET.BLOCK,NEOPRENE 85+/-5
Yr ��
No.68705
NOTES: _-
1)ALL ALUMINUM=6063-TO
2)ITEMS#33 39,67-69,88,78,84-99,121'&122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL.
ee iam2sts A DEOMEDGE SPACER 70PAR7N68 AP RTS LIST ,X� ''"L0R1.1�.'' 01N.VENIM n$4276 \
(aly,eo lean SERIES 770 ALUM.SOD-LM IMPACT
JJ 1018/15 A o.iaws w+� w.eora ^^ A.LYNN MILLER,P.E.
SJR 1af0/14 rm� ® SOD NTS 20 w 22 PGT0f30 A P.E.06B705
cEar.OFAUTH,dWW
8.562" 1.36
0.0801,
1.21 0.061, 1.872"
;47. w4 0.081" 0,0 2 11.019"
081" LTRACK
(Goe SCREEN
40 STILE
6.198" 0.526" 6. 98" 6.0 91 (6063-TO AL)
1.045"
11.211 V 1.60 T-
T 993' 0.062"
0.081,
2TRff.K HEAD W/SCREEN TRACK 34R&QKIRR.L�
0. AL) afiP SCREEN
IL
To
-Tli AL) 14 2 TRACK JAM
(9083-T6 (6063-T6 AL)
7.105' 6.221" W/
01080, (6063-T6 AL) 1.36,
1211 1.506" 0.876*
Lj 1.993"
0.081, 3-TRACK HEAD 2-TRACK SILL W/SCREEN TRA 0.081, 1 0.0 -
(6083-T6 AL) 6FOWT-6 AL) SCREEN
(DIBOTTOM
9,142' (6063-T6
4A9" 0.081"
0.0801,
1.21 V u
-1 6051, 7,105"
1 T' -� 1 9.141'
0.081" 04-TOACK HEAD G 2-TRACK S1)LL
(6063-T6 AL) (8063 T6 AL
0.06 0-060 owdfng as wftk(6
0.L a.' 120
ml
ptrp
5 0.760"
1260"
1 Or WEI
0.060'
F a 1.616, 1�990
ADD
HEADIJAMS SCREEN ADR
ILL SCREEN
D E _ FRAME
FRAME SILL SCREEN LYNN
D=
D N N- G END ADD-ON 00
ME ...........
(0063-TO AL) (6063-TO AL) (6063-T6 AL)
REQUIRES MIN,#10 SMS REQUIRES MIN,#10 SMS7or
No,58
OR 3116"MASONRY OR 3110'MASONRY 3
SEE SHEET 17 FOR SILL RISERS, ANCHORS 24-MAX,O.C. ANCHORS 24-MAX,O.C. (0063-T8 AL)
Be IGM015 A NO CtANGES THIS SHEEr0, 11 OAI�-.O I
10707ECHNOLOGYDRW EXTRUSIONS
M VEWCE,F1 X275
MWIFF bib: -15;9;7 SERIES 770ALUM.SGD-LM IMPACT c-
A LY�4 P RE
JR 10110114 CERr.OFAU7H.#29M 10.770 11TS1721 -22 1°sem°
PGTO130 A RE068705