HomeMy WebLinkAboutProduct approvals, windows (2) REVISION$
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 05/12/15 R.L.
2 1/2" MIN.
EDGE DISTANCE
CONCRETE/IAASHERS 1 BED MIN,
BY OTHERS °n .. •', a EMBEDMENT
OPTIONAL 1X BUCK ° °. ° c 1 1/4" MIN.
SEE NOTES 3 — 7 a �'°•, q'• ' EMBEDMENT CONCRETE/MASONRY ,'
SHEET 1 BY OTHERS a
1/4° MAX.
BACKER ROD 1/4' MAX' OPTIONAL IX BUCK a •° SHIM SPACE
& APPROVED SHIM SPACE SEE NOTES 3 - 7
SEALANT RIGID FILLER SHEET I ° RIGID FILLER
r
3/16" TAPCON 3/16" TAPCDN • INTERIOR
EXTERIOR INTERIOR a
BACKER ROD 3/16" TAPCDN
& APPROVED °
SEALANT RIGID FILLER
2 1/2" MIN. a
OPTIONAL IX BUCK 1/4" MAX, EDGE DISTANCE EXTERIOR
SEE NOTE 3 — 7 SHIM SPACE ., ,
SHEET 1
_T BACKER ROD &
CONCRETE/MASONRY APPROVED SEALANT
BY OTHERS a d' .° .°a BEHIND FLANGE
1 1/4" MIN.
EMBEDMENT
°. a. a .• JAMS INSTALLATION DETAIL
n ° CONCRET&MASONRY INSTALLATION
°2 1/2" MIN
EDGE DISTANCE
VERTICAL-CROSS SECTION
CONCRETE/MASONRY INSTALLATION
SIGNED;0511312016
MI WINDOWS AND DOORS
650 W.G ATZ,APAE1T630EET \�w�,`GENS;IJ9'p�/
•V F
185 ALUMINUM FIXED WINDOW `k• 0,&�261 *=
NOTES: FLANGE FRAME IMPACT +y%N!�'(Q'�(�f1F
T•INTERIOR AND EXTERIOR FINISHES,BYOTHERS, -FINLESS INSTALLATION DETAILS WITH RIGID FILLER ; STAT OF
t4C
NOT SHOWN FOR CLARITY. ,c
DESIGNED 2. INACCORDANCEWITHASTME2RIMETER AND JOINTSEALANT BY EZSTOSE DRAWN; DWc No. 08-01613 RA �AD,R1
SCALE GATE .SHEET //,�IONA��ti�\`\\
NTS 06/04/12 10 OF 10.
12 O.C.Moxotes:
12' D.C.00 Max.
r ELEVATION HEAD DETAIL p
3"� I 3. i. installation depicted bused off of
structural test report
SHEATHINGlOSB # B5395.01-109-47.
3'
SIZE 'HEADER AS NEEDED 2. Wood screws shall satisfy. the National
Design Specification for Wood
12'O.C, Max FLASHING CAULK UNDER NAILING Construction for material type and
BY OTHERS FIN ENTIRE PERIMETER dimensional requirements.
BEFORE FASTENING. 3. Wood buck installations ore assumed 2x
S—P=F (0=0.42) or denser. Buck width
Anchors shall be greater than the window frame
See Details width. Tapered or partiol width bucks
are not allowed. Wood buck shall be
secured to the structure to resist all
3/W MIN' design design loads.
6D' EDGE DISTANCE
MINIMUM 4. Wood screw lengths shall be sufficient
1 1/4 INCH to guarantee 1-1 4 penetration into
PENETRATION / "
INTO STUD wood buck.
5. Maximum shim thickness of 1/4"
permitted at each fastener location.
Shims shall be load bearing, non—
compressible type,
12" O.C. Max 6. These drawings depict the details
necessary to meet structural load
requirements. They do not address the
SHIM AS air infiltration, water penetration, intrusion
3" 3/6" MIN. REQUIRED or thermal performance requirements of
EDGE DISTANCE DRYWALL the installation.
` 96' 7. Installation shown is that of the test
window for the size shown and the
d6 x 1-5/6'SCREW design pressure claimed. For window
---- — ----- (SHOWN WITH }'SHEATHING) sizes smaller than shown, locate jamb
MUST ACHIEVE 1-1/4' fasteners-3"_ from corners and no more
A•tkCLEARANCE PENETRATION INTO STUD, than 12' on center. Locate head/sill'
fasteners 3" from corners and no more
(ALL FOUR SIDES) p6 X 1-5/e SCREW SILL DETAIL than 12" on center. Design pressures
(SHOWN WITH il'SHEATHING) of smaller window sizes are limited to
MUST ACHIEVE 1—t/4- that of the test window.
PENETRATION INTO STUD,
FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO+55/-55
MISSLE LEVEL D AND WINDZONE 3
180 TEST REPORTS FOR i WiDUAL UNIT SIZE AND APPLICABLE DESIGN PRESBuRlt LN�1TATlONS1
--3/e"MIN. SHEATHING
oiuxx m o�ry
EDGE DISTANCE Mi
mmn02/15/10
JAMB DETAIL MTALLATION IINSTRUCMNS FIN 15
ExtWW
>� ]FIN
REVISIONS 186/3186 Specialty Main Frame Fixed NONE'NAIL FIN• IS A GENERIC TERM'WHICH REV DESCRIPTION DATE APPROVED Wlndows&Doors DMNM
MNOT TOMBENCONFUSED WITH '1/2' FRONT FLANGE) A REVISED INSTALLATION DETAILS 5/20/15 F.A Gratz, PA 165/3185 SPA
1--7D1 ' 051 p
M IAM I.DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidagL.gov/economy_
PGT Industries,Inc.
1070 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 Miami-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 Velocity Hurricane Zone.-
DESCRIPTION: Series"SGD-770"Aluminum Sliding Glass Door w/90'& 135'corners—L.M.I.
APPROVAL DOCUMENT: Drawing No.PGT0130,titled"Series 770 Alum. SGD- LM Impact", sheets
1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/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 and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#15-1013.15 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
`' NOA No. 16-0629.06
M1AM DADE COUNTY Expiration Date: February 17,2020
f , Approval Date: August 04,2016
Page 1
PGT Industries,Inc.
_ I
N6TICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0123.10)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1
through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
_ B. TESTS
1. Reference Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/PS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s) FTL-8717,FTL-8970 and FTL-8968, dated
02/15/16, 06/07/16 and 06/20/16, all signed&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 an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-7554,
dated 11/01/13, signed and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 14-0123.10)
3. Test reports on: 1)Uniform Static Air Pressure Test, Loading 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 an aluminum sliding glass
door,prepared by-Fenestration Testing Laboratory, Inc.,Test Reports No.:
FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued
on 12/29/09, all signed and sealed by Julio Gonzales,P.E.
(Submitted under NOA No. 09-0826.10)
i
Jorge At Plasencia,P.E.
roduct Control Unit Supervisor
NOA No. 16-0629.06
Expiration Date: February 17,2020
Approval Date: August 04,2016
E-1
PGT Industries,Inc.
i
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. TESTS (coN iNuED)
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-up drawings and installation diagram of an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980,
FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated
08/10/09 and signed and sealed by Julio Gonzales,P.E.
(Submitted under NOA No. 09-0826.10)
5. Additional Reference,Fixed Window Test Report No. FTL-7897(Cardinal spacer),
per TAS 201,202 &203-94, issued by Fenestration Testing Laboratory, Inc.
(Submitted under NOA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5rh
Edition(2014), dated 01/30/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 14-0128.11)
2. Glazing complies with ASTM E1300-09
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
"Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No. 16-0629.06
Expiration Date: February 17,2020
Approval Date: August 04,2016 i
E-2
I
I `
i
PGT Industries,Ific.
i
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. TESTS (coN wuED)
3. Statement letter of conformance, complying with FBC-5" Edition (2014), dated
October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,
P.E.
(Submitted under previous NOA No. 14-0128.11)
4. Statement letter of no financial interest, dated October 8, 2015, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 14-0128.11)
G. OTHERS
1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries,Inc. for their Series
"SGD-770"Aluminum Sliding Glass Doors w/90° &135' corners- L.M.I. approved
on 10/29/15 and expiring on 02/17/20,
Jorge M.Piasencia,P.E.
roduct Control Unit Supervisor
NOA No.16-0629.06
Expiration Date: February 17,2020
Approval Date: August 04,2016
E-3
i
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A:Group Anchor substrate Frame Min Edge Min.
INCLUDING POCKETS &900/1350 CORNERS Member Distance Embedment
Concrete(min.2.85 ksl ad1SINJamb 1• 13/8• -
GENERAL NOTES 1 1/4'Elco Ultracon Unrouted CMU,(ASTM C-90) Jamb orgy 2.1/7 1-114•
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU(ASTM C410.min.2 ksl9rouq Jamb onl 2-1/7 13/4'
2)DESIGN PRESSURES: Concrete(min.3.35kat) HeadfSllUJamb 1• 1314'
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 114'creteflexS S Ungruuted CMU,(ASTM C90) Jamb only 2-112" 1-1/4'
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El300, P.T.Southern Pine(SG-0.55) HeddfSlll/Jamb V 1.3951
3)ANCHORAGE:THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 1/4'Elco Ultracon Concrete(min.Z85 ks0 HeadlSol 1' 1 1316,
UngPRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT P.T.Southern
CMU ASTM C90) Jamb only 1' 1-V4•
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA #12,1"or410 P.T.Scuthem P ne 3-756 55) Head/8I6/Jamb 918' lase'
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. S.S.SMS, Alwninum,6oB3 T5 Head/SIB/Jamb 3/8• 0.093•
4 SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 thmads0n) Steel,A36 Head/Sill/Jamb 9!8 0.050
Steel Stud,A653 Gr.33• Head/SIIVJamb 316' 0.0457•
5),INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH - Concrete(min.3.276 ks0 Head/SI6/Jamb 1-112" 13/8,
NARROW JOINT SEALANT. 114'El..183 S.S. Ungrouted CMU,(ASTM C.90) Jamb only 7 1-1/4•
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NONS,ANSI/AF&PA NDS FOR Aggro-Galar Grouted CMU(ASTM C90,min.2 ksi grout) Jamb orgy %2' 2'
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.Southern Plne SG=0.55) Hend/SII/Jamb3S.
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine(SG=0.65) HeadISIONamb1a/8•
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). a 1Z Steel SMS GS, Aluminum,6063-TS• Head/SI9IJamb0.053•
B)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.11 threadsfin) Steel,A36' Head/SIII/Jamb0.050"
FLORIDA BUILDING CODE,AS APPLICABLE. Steel Stud A653 Gr.33 Heedls","-b 0.0451•
TEST REPORTS FTL-5980,FTL-5993,FTL-60D1,FTLS014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN.
FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND F(L-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 CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO
ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. GENERAL NOTES.............1
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. EXAMPLE CONFIGS..........2-3
3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS GLAZING DETAILS............4.5
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS ANCHORAGE.....................6-14
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE DESIGN PRESSURES 6-8
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. INSTALL DETAILS..............12-14
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO ELEVATIONS.....................15.16
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.........17
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, CROSS SECTIONS............18.19
MAX 1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT PARTS LIST.......................20
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS EXTRUSIONS....................21.22
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,ORAS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
TABLE B,SEE DETAILS ON SHEETS 4&5 DESIGN PRESSURE RATING IMPACT RATING PRODUCT REVISED
as compsfln with the Florida
Glass SEE TABLES 1,2&30N RATED FOR LARGE&SMALL Building Code
Type Description(Listed from Exterior to Interior) SHEETS 6.7&8 MISSILE IMPACT RESISTANCE NOA-No. 16-0629.06
G3 7116•Lemhlated:(2)Liles of3116•HIS Glass with.0917 PVB Intedayer STANDARDS USED: Expiration Date 02/17/2020 j
G3A 9/16•Laminated: )Liles of 1/4'HS Glass with.090'PVB htedayer •2014 FLORIDA BUILDING CODE(FBC),STH EDITION BY I
G4 7118"Laminated:(2)Utes of WT HS Glass with.090'SG Interia er •ASTM E1300-09 I
G4A 9/18•Lamnated:(2)Life.of 1!4'HS Glass with,090'SG Yttedeyer •ANSIIAF&PA NOS-2012 FOR WOOD CONSTRUCTION
Mlaml.-p Product Contro
GS 1•Leminated LG.:3/16'TExledor Cap+3/s•Alr space+7116•Laminated:(2)Liles of3f161 HS Glass wlth.090'FVB lnteriayer •ALUMINUM DESIGN MANUAL,ADM-2010
GSA V Laminated LQ:1/4"T Exterior Ca +5/1T Air Spars+7116°Laminated;(2)Lkes cf 3116'HS Glass Wth.090•PVB Nteda er •AISIS100-07/S2-2010
G6 11 Laminated La:
GSA 1'Laminated LG:1/4 TExtetriorCe 5/16•Alr s�ce+Ins'Laminated;(2 Lites at 3116•H3 Glass with Ago•sG Intedayer GLAZING NOTES: �� �(LYNN
°ANN°=ANNEALED
G7 7/18'Laminated: Utes of3116"ANN Glass with.090'SG intede er �`\•l�'�e•'cENs••/l�_F9`/
G7A 9118°Laminated(2 Liles of 1/4'ANN Class with.09D'SG Intedayer 'HS"=HEAT STRENGTHENED
G8 1'Laminated LG.:3/16'TExterior Cap+3/8'Air S ce+7l16'Laminated;(2)Ulas of 3116'ANN Glass with.09T SG Intedayer 'r=TEMPERED No.53705 •yt
G8A P Laminated LG.:1/4'T Exterior Cap+5116'Alr Space+7/16"Laminated;(2)Liles ef3M6'ANN Glass w1Th.090"SG Intedayer "PVB"_.090'BUTRYGLAACITO PVB BY RARAY Y ERICA,INC.INC. =
°SG°_.090"SENTRYGLAS�BY KURARAY AMERICA,I I
JR 050swils ns aeae DID . STATE OF L(/
SPACERS TO stem115 1moTECReaoorowvE GENERAL NOTES AND MAP ;Q�• �\
N VENIC$R 3+275 rmt �i �.••;�LORIDA.••'G\;
ar ed a.m c (�1F+ea1a� SERIES 770 ALUM.SGD-LM IMPACT
aY a �1 d B
P.
JR 10/1N14 CERr.OFAum aRm6 scD 77d N7S 1 ?2 PGT0130 . mm"
I
CONFIGURATIONS NOTES: {y'
EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHQ 1AFiEALSO AVAILABLEAS
POCKET CONFIGURATIONS A-7:7 EITHER OR BOTH JAMB
MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw Jc","Kw"OR"Kc"INSTALLATION.
EXAMPLE:4-PANEL XXXX IN Fes-®CKET(p)CONFIGURATION CA/Y SE
NOM.PANEL WIDTH NOM.PANEL WIDTH PXXXXP.PXX)OC OR XXXXP•O>cC K IN POCKET CONFIGU
PER TABLES 1-3 t 3 PER TABLES 1-3 t CAN BE OXXXp. RATION
sir i 1�r i 2)90°8135°CORNER CONFlG EJRATIONS CAN BE
1 ; 1 f j OF ANY 2 STRAIGHT CONFIGLTI�ATIONS. 4 COMBINq TION
a I
MAX,UNIT t 1 g, MAX UNIT t3 / 3)FOR NOM.PANEL WIDTH,SE IE TABLES 1-3.
HEIGHT 1a 1 I' HEIGHT / / 14
PER TABLES 1� / i PER TABLES 1-3 / / ; 'X"=OPERABLE PANEL,
S2 w "O"=INOPERABLE PANEL,
I s°w I Ih "P"=POCKET
POcicEr I y PoacEr I r—DE"TAILLETTER
_f.r---� -1�r =WOOD OR METAL INSTALLATION
1-PANEL , 13 2-PANEL ® "O^ = CONCRETE INSTALLATION
CONFIGURATIONS CONFIGURATIONS , ,3 L—SHEETNUMBER
MAX.UNIT WIDTH
MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7"
NOM.PANEL WIDTH c NOM.PANEL WIDTH ®Ac w0 DLO HEIGHT=DOOR UNIT HEIGHT_10 125"PANEL HEIG
PER TABLES 1-3 i 3 1 PER TABLES 1-31 1 13 HT=DOOR UNIT HEIGHT-1,566"
Jc I 2 1 18 t
79 1AKR4 14 I
Q I
1 3 19 19 t 1 I °4T MAX.UNIT c 19 19 1 1 t H i
MAX.UNIT 1 13 I °% HEIGHT 1e t9
HEIGHT 19 s j�N 6 PER t 1
PER TABLES 1-3 I Ys 1 U
/ / / TABLES 1-3
POCrE7 ;a<� I / ppaKET i a
71 I 7! 1
3-PANEL CONFIGURATIONS . `r —J 4-PANEL CONFIGURATIONS 1 13�`t 1 F
1 3 1 13
MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTH Ac c rc NOM.PANEL WIDTH 3 PRODUCT REVISED
12 t3 1 13 13 PER TABLES 1-3 aS eomplytng with the Redd.
TABLES 13 Bulldtny curie
r - NOA-N0. 16-062906
Gc 19 19 14 1 I 13 Ezplmt"n Dute02/1
13
c 19 1 10 4 MAX.UNIT 19 g SEE By
MAX UNIT / j z°a y HEIGHT NOTE Mlam-0 Product ccntm,
HEIGHT 1 3 19 is / I a z PER z THIS
PER TABLES 1-3 / / / / / i TABLES 1-3- �- / SHEET. —_ - -- —
On5-PANEL CONFIGURATIONS 3 t w CORNER,TYP.
(OUTSIDE CORNER SHOWN, -
INSIDECORNERSIMILAR)
er. rose R.va� o.mlmr 9 _6
10707t3'°HNOLOGYDR/VE EXAMPLE CONFIGURATIONS
R °i• NVEMCt;R34Y75 m ..........
: :*�,'•
.4..
SERIES 770 ALUM.SGD-LM IMPACT
Isefyam•fscm .. ....
" CERT OFAUTN.d2sz8e ® SGD•77D NTS .2 -22 PGT0190 B A LYNN MILLER,P,E.
JR fQ/fOH4 P.EC 58705
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6-DIAG. 2.04
INTERLOCK--t—IF INTERLOCK IF NEEDED INTERLOCK—, CONDITION,USE IF NEEDED 2.04"
CENTERLINE I CENTERLINE 'C6'CLUSTER DETAIL) CENTERLINE
3.5" 1.75' ExrEaloR 6°DIAG.
7" T 3.5"
1.75° 21"
4"DIA W3.
MAX
IX
2.04' 204" 4"
21"
y 1�4 7 f5.64" MAX.
EXTERIOR �-3.5' 7" EXTERIOR 4"DIAG. 7° EXTERIOR U7' O.C.
v 2 TRACK FRAME HEAD/SILL 0 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL 6'MAX
(6 ASTRAGAL OR INTERLOCK Q1 ASTRAGAL OR INTERLOCK as ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 2-TRACK B
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C51 ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR 6"MAX.
F4-TRACK
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB
INTERLOCK--IF NEEDED INTERLOCK-� CONDITION,USE INTERLOCK"IF NEEDED 2.04' EXT`RI ANCHOR PAIR
CENTERLINE I CENTERLINE "C6"CLUSTER OETAIL) CENTERLINE
3.5
7" '
ANCHORS MAYBE INSTALLED
21" EITHER IN THE EXT.OR INT.
c MAX
2.04' '4"DIAG. TRACK(INT.SHOWN)
4.08° 4.08" O.C.
I 2.04"
5.64" 'NOTES:
EXTERIOR 7„ EXTERIOR 7" 4"DIAG. EXTEROR 3,5" AT.ALL DIMENSIONS SHOWN
n f� n 3.5" ARE BASED ON MIN.
V 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEAD/SILL 6�M ALLOWED.
a ASTRAGAL OR INTERLOCK (rD ASTRAGAL OR INTERLOCK (aD ASTRAGAL OR INTERLOCK 2.FOR HEAD OR SILL SPLICE
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER I 3-TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9.
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE FOR SPLICED
INTERLOCK�IF NEEDED INTERLOCK (FOR SPLICE INTERLOCK CONDITION,DO NOT CONDITIONS ONLY:
CONDITISTER DETAIL)ON,USE USE THIS DETAIL) SPLICE LOCATION
C6" IF NEEDED
CENTERLINE ' CENTERLINE I CLU CENTERLINE
"
r °1.75 3.5" 3.5°
PRODUCT REVISED
3.5" 3•$" 7' as eem lying with the Florida
Building Code
NOA-No. 16-0629.06
2.04" 4"DIAG. 2.p4" 4"DIAG.1 2.04' Expiration Dato 02/1 712 02 0
By
2.04° 5.37"DIAG. 4"DIAG. Mlam a roduct Contra
• 4.08"
4"DIAG. I 2.04°
EXTERIOR EXTERIOR T EXTERIOR 3'5"
V 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
ASTRAGAL OR INTERLOCK INTERLOCK (a)ASTRAGAL OR INTERLOCK 0-)ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6")
ANCHORS ARE REQUIRED,'C4") ANCHORS ARE REQUIRED,"CS') WITH&WITHOUT SPLICE CONDITION C S
,.per aez amt�ro _ -
e ti tOmTEGFRJUtoayowvEU ANCHORAGE,EXAMPLE CLUSTERS
N_VENICE FL 3lDS me `. _. 7,. %•.
moo, e•Ae SERIES 770 ALUM.SGD-LM IMPACT
�eatNea-ts00
ao�e air oes e t e s� s^ei° o"'c1i1p �'" A.11 MILLER,P.E.
JR 10H0%4 CERT:OFAUM N29D6 ® s0O n0 AITS 10 �12 PGT0130 B P.EJt 58705
I
I
2.04" 2.04" 48.94'
2.04" INTERIOR 2.04" NOTES:
Rlo INTEwoR 7, 1.ALL DIMENSIONS SHOWN
4'DIAG. 4"DIAG. ARE BASED ON MINIMUM
6.12" 6.12" OLINTEMIOR
5. ALLOWED.
INTERIOR INTERIOR 7' QUANTITY ANDSPA2.DETAILS DEPICT CWGOR
90 3. 90 3. ' EXTERIOR ° AND WOULD BE IDENTICAL
EXTERIOR - EXTERIOR4"DIAG. 4'DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
EXTERIOR
35' 4' 3.5" 4" 4,2.04° EXTERIOa 2.04' 2.04 " 2.04'
EXTERIOR 8.94'
90'CORNER 90°CORNER 135°CORNER 135°CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER CENTERLINE
ANCHORS ARE REQUIRED,"� ANCHORS ARE REQUIRED,"C6') ANCHORS ARE REQUIRED,"� ANCHORS ARE REQUIRED,'C6') OFPANEL
4.08" "+2°ANCHOR
INTERIOR
EXTERIOR INTERIOR
4.08" '+1"ANCHOR
4" 7.41° 2.04° 4'DIAG.
INTERIOR 3.5 INTERIOR
1
90°I 7" 135° 3.5° �CENTERLlNE
EXTERIOR
3 3 6" OF PANEL
4.OB' 4.08" "+3"ANCHOR
5.37 G. 5.37" LAG. 7°
CENTERLINE
°3.5" 4' 3.5"° 4 OFPANEL 2D4' 4"DIAG.
EXTERIOR EXTERIOR 7" 4' INTERIOR ON •+2"ANCHOR 3.5-
EXTERIOR EXTERIOR ALL 7"
90°CORNER 135'CORNER VIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL t�CENTERLINE
("C6"ANCHOR CLUSTER REQUIRED C 6"ANCHOR CLUSTER REQUIRED I OFPANEL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
INTERIOR 6.12' INTERIOR 2.04"
EXTERIOR CENTERLINE
4" INTERIOR_ 5.88" OF PANEL PRODUCT REVISED
INTERIOR 90 3.5" 135° '+3"ANCHOR Bul di^g C1.1ith the Florida
4' 7, 2.04' NOA-No. 16-0629.06
DA .
Expiration Date 02M 7/2020
3.5'
6.12' 4 6.12" 4.08'T. Ml4-niAnm
am-D
7" EXTERIOR roduct Control
2.04' 3.5-- 3.5'
— -- �° 4"DIAG. 4" F��NTERLINEEXT EXTERIOR
RIOR
204 OPLFANE90°CORNER 135"CORNER •', e=.•t•�•,„.�_.;.,"v,r'•'.<,;,;4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 5F705 _
("C8"ANCHOR CLUSTER REQUIRED (°CB"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT -
AT ALL 4-TRACKCORNERS) AT ALL 4-TRACK CORNERS)
(3-TRACK SIMILAR) _•rl �6 :' '`
1070TECfOlOLOQYDRNE ANCHORAGE,EXAMPLE CLUSTERS ='`!
K vENlCE FL 3eT15
�.� SERIES 770 ALUM.SGD-LM IMPACT
(sst}teo fsao
_ s•�10'°'r �' a"'° �� ,n.; A.LYNN MILLER,P.E.
n JR >t)hQ/f4 oxaee o— CERT•OFAUM C19M Ry. SGD-710 NTS 11 -21 POT0130 B p,EtF 58705
I
INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND
EDGE DISTANCE:
EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE
SEE TABLE A SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
2-1l16"' 2-1/16"' 2-1/16"' NOTES:
EXTERIOR 114" 1/4" 1/4' 1.ALL DIMENSIONS
a r MAX MAX MAX. SHOWN ARE BASED
r 1 SHIM EXTERIOR o f SHIM EXTERIOR SHIM ON MIN.ALLOWED.
EMBEDMENT: T f � T 2.METAL OR WOOD
SEE TABLE A, JJ i SUBSTRATES MAY BE
USED FOR ALL FRAME
SHEET 1 TYPES PER TABLE A,
2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1.
TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES
NOTE 3,SHEEP 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1
---- - - - - - - - - "DIAGONAL O.C.IS
2--TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD MIN 4"(HEAD&SILL)
Aw WOOD INSTALLATION a WOOD INSTALLATION METAL INSTALLATION OR 6"(JAMB)SEE
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11.
SEE ANCHOR NYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TABLE A,SH1".NOTE 3,SHEET 1 SEE &TABLE A SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1
SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE
1(1/4"MAX.) 1 SHEET 1 1 SHEEP 1
(1/4"MAX.) (1/4°MAX)
EXTERIOR T EXTERIOR "SHEET
EXTERIORT EMBEDMENT:SEE
2-1/1 �2-1/16"' TABLE A,SHEET 1
EDGE DISTANCE:
EDGE DISTANCE: SEE TABLE A,SHEET 1
SEE TABLE A,SHEET 1 SEMBEDMENT:SEE TABLE A,SHEET 7EMB , 1
E SILL
WOOD INST6a 2-TRACK ALLATION e WOOD INSTME SILL 3-TRACK ALLATION METAL INSE SILL /gP?s 4-TRACK TALLATION
EMBEDMENT:SEE
TABLE A.SHEET 1
EMBEDMENT:SEE
TABLE A,SHEET 1 ~I EDGE DISTANCE:
SEE TABLE A,
EMBEDMENT:SEE METAL TYP., SHEET 1 PRODUCT REVISED
TABLE A,SHEET 1 —~ EDGE DISTANCE' SEE ANCHOR as comp In with the Florida
uil
NOTE 4,SHEET 1 Bding"MI.
2X WOOD WOOD D EDGE DISTANCE: O SEE TABLE A, NOA-No. 16-0629.06
SEE TABLE A, SHEET 1
TYP.,SEE ANCHOR SHEET 1 TYP.,SEE ANCHOR Expiration Date 02/17/2020
NOTE 3,SHEET 1 NOTE 3,SHEET 1 2-1/16
SMS ANCHOR TYP., By
2-1116"' SEE ANCHOR NOTES Miami- rotluet contra
WOOD ANCHOR TYP., 2-1/16"' &TABLE A,SHEET 1
SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN.OF 3
&TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS
EXTERIOR
&TABLE A,SHEET 1 EXTERIOR BEYOND THE ��`� "YNN
O Q. ••••••.
EXTERIOR METAL 1� PENS^
1/4"MAX.SHIM SUBSTRATE v
1!4"MAX.SHIM —� I�
1/4"MAX SHIM I-►— =?-: No.BBTOS
W2-TRACK FRAME JAMB 6Eh 3-TRACK FRAME JAMB 5Eh 4-TRACK FRAME JAMB
WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION -A
o x 1 flll
N CHNOWC&�GI.,ypRw ANCHORAGE DETAILS^`•,. ORo�. �jNw:
SERIES 770ALUM.SGD-LM IMPACT �'fiSSIONA'-
°,ewe,ar — — w..V R".: A.[WI MI I P.E.RJR f0/1Wf4 rnea�m m� CFRT.OFAUfM MM ® SG0.770 NTS 12 m 22 PGTO130 B P.E.458705
INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES:
EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
CONCRETE CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED
PER TABLE*1XCONCRETE
A. ET 1
A,SHEETI6"' PER TABLE 2-1/16"' PER TABLE 2-1/16"' ON MIN.ALLOWED.
A,SHEET1 ASHEET1 1/4' •DIAGONAL O.C.IS
EXTERIOR -4'
MIN4"(HEAD&SILL)
SHIM OR6' JAMB SEE
7DETAILS,SHEETS
EMBEDMENT: } 1/4' EXTER10 1/4" ExreRlo�SEE TABLE A, LMAX. MAX. 10&11.
SHEET1SHIM SHIM 1 r3
PROPERLY ANCHORTYP., PROPERLY SECURED1X CONCRETE ANCHORTYP., PROPERLYSECUREDIX TCaOETEANCHORTYP.,
WOOD BUC ., HOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SECHOR NOTES&
-ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET I - TABLE A,SHEET 1
CONCRETECK INSTALLATION �CONCRETE(IE HEAD 3-TRACK NSTALLATION E HEAD � CONCRECK TE(FRAME
ION
CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX
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 5,SHEET NOTE 5, NOTE 5,
1(114'MAX.) SHEET 1 SHEET 1_
.1 (114"MAX.) I (1/4"MAX.)
T - • -
EXTERIOR I - EXTERIOR •j EXTERIOR
2-1/16"' 2-1/16 a2-1/16 CONCRETE
CONCRETE CONCRETE PER TABLE
EDGE DISTANCE EDGE DISTANCE: EDGE DISTANCE: A.SHEET 1
SEE TABLE A,SHEET I PER TABLE SEE TABLE A,SHEET I PER TABLE SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET I
EMBEDMENT:SEE TABLE A,SHEET I A,SHEET 1 A,SHEET 1 EMBEDMENT.SEE TABLE A,SHEET 1
2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL I
Oc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT.SEE
TABLE A,SHEET 1 ~
EMBEDMENT:SEE
TABLE A,SHEET 1 -�I _ EDGE DISTANCE: I
EDGE DISTANCE: PROPERLYSECURED SEE TABLE A,
EMBEDMENT:SEE t CONC./CMU ANCHOR _ SEE TABLE A, SHEET 1 PRODUCT REVISED
1. 1X WOOD BUCK TYP., yya�nngg
SHEET 1 SEE ANCHOR NOTE 3, Bui ding ICodewlth the Florida
TABLE A,SHEET 1 TYP.,SEE ANCHOR SHEET 1 NOA No. 16-0629.06
EDGE DISTANCE: NOTES&TABLE A,
PROPERLY SECURED K'•. SEE TABLE A, SHEET 1 2-1116'
1X WOOD BUCKTYP., SHEET 1 Expiration Date02/17/2020
SEE ANCHOR NOTE 3, CONCJCMU ANCHOR ;` 2-1/16"'
SHEET 1 TYP.,SEE ANCHOR By
CONC./CIv1U ANCHOR 2-1/16"• PROPERLY SECURED NOTES&TABLE A, Mlaml-D prodaot control
TYP.,SEE ANCHOR I WOOD BUCK TYP., SHEET I CONCRETE
NOTES&TABLE A SEE ANCHOR NOTE 3, CONCRETE OR CMU
SHEET 1 CONCRETE SHEET 1 OR CMU EXTERIOR PER TABLE
EXTERIOR EXTERIOR PER TABLE A SHEET 1 �� �I I:fNN /�'���:
nn II OR CMU
�71l4"MAX.SHIM I I+— PER TABLE n A,SHEEP 1 `� 0 C���
A,SHEET 1 V 1/4"MAX.SHIM Fes— 1/4'MAX.SHIM
2-TRACK FRAME JAMB 4a 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB
'_' No.59705
CONCRETE/CMU INSTALLATION tc CONCRETE/CMU INSTALLATION le CONCRETE/CMU INSTALLATION
or. romTEClwotoaroRivE 5A ® ANCHORAGE DETAILS p'., ST :=4<
N.VENIO�FL31276
°°°" '°'" (NIH80-1600 SERIES 770 ALUM.SGD-LM IMPACT <S �CRn+G5�.
saw,ms uw.: � o."evrm rt..- �Q(L��IICi2R:�PE
RJR 1dfNi4 ma" cFlrr.oFauntmerse sca7m NTS 13 �22 PGT0130 B pk'si;SaS
INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIRED AT ALL 2.693'MIN. ON MIN.ALLOWED.
INSIDE POCKETS EDGE
EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS
WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR
WOOD ANCHORTYR., INFILTRATION CONCJCMU ILLUSTRATIVE
Od o SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE
EMBEDMENT: &TABLE A,SHEET 1 26 ANCHOR NOTES& TABLE A,SHEET 1 FOR
SEE TABLE A, (ALSO SEE TYP. .;%., AQ TABLE A,SHEET 1 ALL APPROVED
28 r SUBSTRATES.
—SHEET 1 ILLUSTRATION,SHEET 9) ',•; 1-1/4"MIN.EDGE DISTANCE
DISTANCE:SEE EXTERIOR 3.SEETABESI-3,_ _
TABLE A,SHEET 1 EMBEDMENT: SHEETS 6-8 FOR
SEE TABLE A, Y
P REQUIRED P-HOOK
-HOOK MOUNTING
26 EXTERIOR SHEET.1 ` ADAPTER CONCJCMU AND P-HOOK
? +,,;:,.`' MOUNTING ADAPTER
PHOOK WOOD ANCHOR TYP., fl_ ANCHOR TYP.,SEE
SEE ANCHOR NOTES C7 P-HOOK ' :::'.•':`. ANCHOR NOTES&TABLE ANCHOR QUANTITIES.
&TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A SHEET 1 ALSO SEE EXAMPLE
ALSO SEE TYP. CMU PER TABLE ON SHEET 9.
( ,2.693"MIN. TABLE A,SHEET 1 (ALSO SEE TYP.
ILLUSTRATION,SHEET 9) EDGE DISTANCE A.SHEET 1 ILLUSTRATION,SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH ANY SILL RISER
PARTS#18,#20,#22 OR#24, Jc PARTS#18,#20,#22 OR#24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYP., P-HOOK MOUNTING
SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU
NOTE 4,SHEET 1; EMBEDMENT:SEE ADAPTER SMS
MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE CMU PER TABLE TABLE A,SHEET 1 ANCHOR NOTTYP. SEE
BEYOND THE METAL ANCHOR NOTES A,SHEET 1 ANCHOR NOTES&TABLE
SUBSTRATE 28 SHEE
&TABLE A,SHEET 1 EMBEDMENT: '"" _'''. ',•:f,. (ALSO SEE TYP.
(ALSO SEE TYP. ILLUSTRATION,SHEET 9)
SEE TABLE A,
ILLUSTRATION. " . ,:..:=:,•;�:'.'.:•..,.. 2�
EMBEDMENT: SHEET 9) SHEET 1 f,..•..
SEE TABLE A GE DISTANCE:SEE rya
SHEET I _ m�u
T BLE A,SHEET 1 •,-'°:�' 1-1/4"MIN.EDGE DISTANCE
30 f 30 PRODUCT co REVISED
the Florida
BuiP-HOOK SMS ANCHOR TYP., NOiA-No.Co 016-0629.06
SEE ANCHOR NOTES EXTERIOR P HOOK CONC./CMU EXTERIOR
&TABLE A,SHEET 1 ANCHOR TYP.,SEE Il Expiration Date 0211712020
ANCHOR NOTES&TABLE V
(ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693"MIN. Miamr- roduct Con rol
ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION,SHEET 9)
da P-HOOK FOR USE WITH BOX SILL RISERS ®P-HOOK FOR USE WITH BOX SILL RISERS `yyy, r rrrr
Kw PARTS#19,#21,#23 OR#25, Kc PARTS#19.#21,#23 OR 925,
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR �� �G,• �" ••..•�E•
(SEE TABLES 1A.2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT ���, LyG-Ns,; •.• p
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY r
tla.58705
197aTEOHN000OYORarE ANCHORAGE DETAILS �j'. � .9 � i ALVEMCE,fl3•E275 race :'t% '•.,FCORVflP•-'fj
194rt"0-ltV0 SERIES 770 ALUM.SGD-LM IMPACT �S
roxner:ook femoae aw: ® sr,.xm,t � a..r a..anu. w.. rY.•LYtNtII�q.LEti P.E l
JR lNiQ/14 LERr OFAUTN#29296 sco-na NTS 1 14 122 PGT0130 B P.E.tt SUCS I
- i
t
CONFIG, EXAMPLES
MAX.UNIT
WIDTH MAX.UNIT WIDTH
HEADER DETAIL'A', MAX. NOM.PANEL WIDTH
SHEET 18;INSTALLATION DLO TYP.PER TABLES 1-3
DETAILS-Ave&'Ae, WIDTH INTERIDR
SHEETS 12&13
NOTES: EXTERIOR
1)SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS 90°
APPLICABLE.SEE DP/ANCHOR PANEL PANEL
TABLES,SHEETS 6.8 FOR MAX. PANEL TYPE TYPE PANEL CORNER DETAIL 1V2',
PANEL HEIGHT AND WIDTH.SEE TYPE QS' AS' TYPE SHEET 19&CORNER
SHEETS 18&19 FOR SECTION A' K ANCHORAGE SHEET 11
DETAILS AND SHEETS 12-14 FOR NOM. MAX.UNff
PANEL / MAX. HEIGHT INTERLOCKDETAIL
INSTALLATION DETAILS. PANEL / DLO PER 'M',SHEET 19
2)(1)LOCK(ITEMS 75&107-110)AT HEIGHT WIDTH TYP. / HEIGHT TABLES
EACH LOCKSTILE,LOCKING INTO SEE PER 1-3 FxrEwoR INTERIOR
KEEPER(ITEM 103)AT FRAME JAMB NOTE 2 TABLES 1-3 ,
OR ASTRAGAL a JAMB DETAIL'G3',SHEET
3)PLEASE SEE APPLICABLE X 18;INSTALLATION DETAILS
ASTRAGAL'&INTERLOCK X X- 'Gw'&'Ge,SHEETS 12&13
COMBINATIONS PER DP/ANCHOR
TABLES. 90, DLO WIDTH=NOM.PANEL WIDTH-7"
SILL DETAIL'D',SHEET 18:T, DLO HEIGHT=DOOR UNIT HEIGHT-10.125°
INSTALLATION DETAILS EXAMPLE:90"INSIDE CORNER,4 PANELS-XX/XX PANEL HEIGHT=DOOR UNIT HEIGHT-1.866'
'Dw'&'Dc',SHEETS 12&13
SILICONE HOT-MELT BUM
STRUCTURAL
SILICONE SILICONE
STRUCTURAL 1/4'NOM. FOAM 3116'NOM.
BY OTHERS POLYIS06UTYLEN WITH
WITH DESICCANT DESICCANT
'11-
EXT.GLASS EXT.GLASS
#8 X 1"
#10 X 1-112" PH SMS
PH SMS
INT.GLASS INT.GLASS
+za KODISPACE 4SG TPS ,zs SUPER SPACER@NXTTm
PRODUCT REVISED
ALUMINUM as comp)9ing with the Florida
REINFORCEMENT POLYISO- DESICCANT FILL AREA Building Code
BUMENE NOA-No, 16-0629.06
PANEL CORNER FRAME CORNER 5/16'NOM. SEALV'GLASS
5/18'NOM. Expiration Date02/17/2020
DETAIL DETAIL aLnYLB ROLL-FORMEDSILICONE SEAL By
DESICCANT STAINLESS STEEL Mlaml ad duct Control
FOAM
EXT.GLASS
Part# Description Material Exr.GLASS
124 Kommeriing 4SG TPS Spacer System `;�:''...
125 Quenex Super Spacer nXTwhh Hot Melt Butyl See this
126 Quanex Duraseal Spacer Sheet for INT.clAss INIT.
Materials =
127 Cardinal XL Edge Spacer Sp SPACER ,sT XL EDGET"SPACER
REFERENCE TEST REPORTS:FTL-8717,8968 8 8970 n'
JR% a0SN520/6 SPACERS o.�M+e y7'�'•'<v:;'.o°•.-•. �::'',
,„,, . to7arEcxnroioorowvs ANCHORAGEDETAILS/EXAMPLEELEVATIO d..:, :.;...•`:
AL VEMCE:f191775 ,x , • . '
/e41y.4110LI o SERIES 770 ALUM.SGD-LM IMPACT
enw.s¢ sde
A.LYNN NILLER,P.E.
RJR 1 LV14 0.� cSrrr.opaunta�pzae ® sco-no NTS 16 d 22 PQT0130 B P.EAse'ros I
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CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
��'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18;
( �—INSTALLATION DETAILS'GW&'Ge.SHEETS 12&13
HEADERDETAIL'N,SHEET18; '
D JAMB DETAIL'GZ', ASTRAGAL HEADER DETAIL'A',SHEET DLO JAMB DETAIL'G3',SHEET
LLL INSTALLATION DETAILS'AW&'Ad, WIDTH SHEET 18;INSTALLATION DETAIL ET 1'& 1A INSTALLATION DETAILS '18;G INSTALLATION DETAILS
DETAILS'GvJ&'Gc', L2,SHEET 19 'Aw'&'Ac',SHEETS 12&13 SHEETS 12&13 -1YP "�'Gw'&'Gc',SHEETS 12&13
SHEETS 12&13 90°
EXTEI UOR INTERIOR
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE MA
PANEL PANEL PANEL INTERLOCK DETAIL
R' L' D' A' TYPE TYPE TYPE M',SHEET 19
MAX. 'CS' 'OS' MAX.
90'OUTSIDE CORNER
NOM. h /IUNIT UNIT DETAIL 7J1'.SHEET 19&PANEL HEIGHT SILLDETAILNOM.- HEIGHT
LFRAME
XWIDTH TYP. / SEE TABLES 'D',SHEET MAX PANEL h SEE PER SHEETCORNERANCHORAGE
PER NOTE2, 1-3 18; DLO WIDTHTYP. NOTE2, TABLES
TABLES 1-3 SHEET 15 INSTALL HEIGHT PER SHEET 15 1-3 11
INTERIOR
DETAILS TABLES 1-3 ` EXTERIOR
DxP&'De
X SHEETS 12 �j NOM.PANEL
&13, X X WIDTH TYP.
X X PER TABLES
MAX.UNIT WIDTH 1-3
MAX.UNIT WIDTH
PANEL CORNER SILL DETAIL'D',SHEET 18; MAX.UNIT WIDTH
CONSTRUCTION EXAMPLE:O)XX INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK 'D,e&'De,SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK)
JAMB DETAIL-11%SHEET 18;
ASTRAGAL DETAILS TV& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'&
L2,SHEET 19� 1 INTERLOCK DETAIL'M',SHEET 19 Ic',SHEETS 12&13�
HEADER DETAIL l 1
JAMB DETAIL'HZ',SHEET P-HOOK DETAIL V&'K,SHEET B',SHEET 18;
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw, INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION HEADER DETAII'C',SHEET
DETAILS'BW&'Be. DETAILS 1W&'le,SHEETS 12&13 18;INSTALLATION DETAILS
Hw&'Hc',SHEETS 12&13 Jc','Kw'$'Kc',SHEET 14 SHEETS 12&13 'CW&'Cc',SHEETS 12&13
MAX.UNIT WIDTH MAX.UNIT WIDTH
PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE j TYPE TYPE TYPE TYPE PRODUCT REVISED
R' L' 'M F M. P 'F P. MAX Bul complying
i g lyindgowith the Florida
I NOA-No. 76.0629.06
MAX UNIT NOM. g o I NON. UNIT
HEIGHT PANEL g a j /� PANEL HEIGHT Expiration Data 02/17/2020
PER WIDTH TYP. �� I % WIDTH TYP. PER By
TABLES MAX Lr
PER I SEE MAX• PER TABLESMlaml- a uet Cont of
1� DLOTABLES 1-3 0 I DLO TABLES1-3 1-3
OTE 2,HEIGHT i SHEET IS HEIGHT X X i x 0 ;.;y�;.
Mo. _ —
EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18; EXAMPLE:XXXO SILL DETAIL'F',SHEET 18;
INSTALLATION DETAILS. INSTALLATION DETAILS
(3-TRACK,RIGHT POCKET) (4TRACK,BY-PASS) 'FYI&•Fe,SHEETS 12&13 I• � �6
'E�&'Ec',SHEETS 12&13
lbrtl BY• WO[ lbrWo',K �� ,'j . �.7a 5G -J�!.• I
iz',
fn70TECNNaaoroRrveEXAMPLE ELEVATIONSfd VEWCE,FL 34275(901}deo-lw0 SERIES 770 ALUM.SGD-LM IMPACTs.�+vaaua — - LYNN MILLER P.E.
JR a.d.a a.r CERT.OFAI!!H.erszve R:v ...7. NTS 16 -22 PGTO130 B REX 58705
i
j
PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLE FOXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXTCORNER INT CORNER IXT��ER EXT CORNER INT CORNER
INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOX IN BOX OUT BOX IN 90 LOCkSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 90 RECEIVER CO NER 35 RECEIVER 35 RECEIVER
W/HANDLE WIHANDLE W/HANDLE WIHANDLE W/HANDLE WIHANDLE W/HANDLE W/HANDLE
TYPES our IN #11B m16 ip1 i731
#61
SINGLE tom' F PP K TR TQ TC TA TV TW
INTERLOCK
OUT ��
INSINGLE
Lo K ffnr B E P A C C IC SQ - SC SA SV SW
IN XeOxour w(W-0
- - FIXED
RR R S S FD FC FV FW-- — -
Xe0xcm
W/�FiANE D M J J
�«m
W ASTRAGAL OUT L R PANEL NOTES:
W/HANDLE
Box Our
/eoX«m 1.SEE DP-TABLES 1.3,SHEETS 6-8 FOR PANEL
ASTRAGAL SIZES&DESIGN PRESSURE
BOX IN LEFT -fill INTERIOR RIGHT 2 PANEL TYPES NOT SHOWN OR CROSSED OFF
W
,J W/��� raw/ PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
ASTRAGAL T U STILE EXTERIOR STILE AND ARE NOT AVAILABLE.
Box oUT 3.90"ASTRAGALS TO USE HEAVY-DUTY STILES
moxcur) (sax0un (#61),CORNER RECEIVER(#118)AND EITHER
I-- PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND
LL W aB L 16- T �J APPLICABLE STILE/ASTRAGAL REQUIREMENTS. �ERIOR(#119)OR INTERIOR(1/120)CORNER
BOX Ox IN w ASTRAGALS.
J lem n 0=fiv 4.136°ASTRAGALS TO USE HEAVY-DUTY STILES
INT CORNER RT CI
INT CORNER (#61)AND CORNER ADDON(#31).
90_I WIHANDLE
W EXTCORNER2 C SILL RISERS OPTIONS 232" —^1(^ .z3r
z 90 LOCKSTILE QT QV
Q WIHANDLE#11g 23r EXTERIOR EXTERIOR
a EXT CORNER#et .232• R ,062" a .062'
W RECEIVER CT
CS EXra�� 4.OSS
W/HANDLE -062° � 3,305`
INT CORNER
BO RECEIVER C -�2
W/,cE0- E �19 AT AS DF 1.56T � PRODUCT REVISED
as c 1 ing with the Florida
EXi CORNER I i!, 7B /� 18.SILL RISER FLAT• 20 SILL RISER,FLAT SILL RISER,FLAT 24 SILL RISER,FLAT Bellaing Bode
90 RECEIVER CF FLUSH,1-112" @LOW,2-1/2" OMEDIUM,3-1/4" OHIGH,4' NOA-No, 16-0629.06
1 .I .750' Expiration D2002/17/2020
EXT CORNER i I•�.750'
135 RECEIVER VT VS VF EXTERIOR By
W/HANDLE #61 --►I F-� •750'CORNER .062' Miami-Dad roduct Control
WT WS WF .06
a°=i EXTERIOR
R I I EXTERIOR 4.055`
INT #31 � 2'
35 RECEIVER .062' 3.30 5
W/HANDLE #fi7 �5,1.56
',•r,
O6r
8SILL RISER BOX' SILL RISER,BOX SILL RISER,BOX SILL RISER,BOX
FLUSH,1-1/2` 21 LOW,2-1/723 MEDIUM,3-1/4' 25 HIGH,4" -; _
'NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6 BcF
lbvsE6J: QeEs Rabimic u�'a� ':;�'-• ,:•.-•- .
f070TECNNOLOoyDRNE PANEL TYPES
N.VEMC�
�" /9a1}a59 is0o SERIES 770 ALUM.SGD-LM IMPACT
a".t °rimrH' A.LYNN MILLER P.E.
R 10/fOM4 o.daee o� CERT-OFAUTH.67D�8 lj�T- SGD•770 NTS i7 -22 PGT0i30 B P.Ex58r0s
I
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ASSEMBLY DETAILS
108 FULL PANEL JAMB LENGTH
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) so oR et
105
OCK PAR 17
14 tos FU JAMB GTH 14 75&107-11
5 ® 60(N2 81
60 OR 81 16 5
Gt 6o OR 61 2-TRACK JAMB
2-TRACK JAMB (SHOWN 6 SEE DETAIL GI
CLIP#105 WITH FOR FOXED
"61"LONG OPERABLE LOCKPq�113 W/RETAINER#106 PANEL) fio PANEL CLIP a1OT-I(SHOWN WITH
5 FIXED PANEL TO nn EXTERIOR 103 Lp CK PAR SEE DETAIL G2
THE INTERIOR) V 113 75 8 te7-11 163 FOR FIXED 5 103 Eo OR st
- - PANEL CLIP
15EXTER]OR - -
15 8
14
112 18 77
121 FULL LENGTH 40 G4 fiO OR 61 �EXTERIO
utox3fa OFJAMB 2-TRACK JAMB 2-TRACK JAMB �ExrewoR EXTERIOR I IEXTEwoR
SMS,X 3 CLIP#80 OR#105 51 52 W/SCREEN �
6"LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4 TRACK JAMB
@ 80 (SHOWN WITH H1 (SHOWN WITH e(SHOWN WITH 17 (SHOWN WITH (SHOWN WITH
MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
so OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR)
EXTERIOR `EXTERIOR
2 V
112 1 3 4
45 6 W 11 5 113 5
52 51 69 EXTERIOR 89 EXTERIOR 69
EXTEROR 53 a a
a
4-TRACK MAX.UNIT
OPTT.WN WITH.SCREEN FRAME HEADCREEN �FI�EHEAD ®C FRAME HEAD HEIGHT PER
TRACK TABLES 1-3
PRODUCT REVISED
TV 53 69 fig as comp)ying with the Florldn
N
Building code
EXTERIOR EXTERIOR NOA-Na. 16-0629.06
52 51 72 OR 73 72 OR 73 � Expiration Data 02/17/2020
46 11 113 9 By
11 11 Miami-D10 roduct control
48 47 a 8
EXTERIOR 112 6 113 tt3
2-TRACK W/SCREEN 3-TRACK ®4 TRACK
FRAME SILL FRAME SILL F FRAME SILL N0.cSTcz
ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES
1.3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. 6 =
xeaa cx 1mtaos °°'°sa'r ..
fo70TEarRofocrowvEr VERTICAL SECTION DETAILS '•'?`U"''
-
,�,,� SERIES 770 ALUM.SGD-LM IMPACT ak
A.LYNN MRIM P.E.
R 1Nfa/f4 o.m cERr.OFAufK s29M ® sco-77e NTS 18 a 22 PGTO130 B P.E.#58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR s1 113 11e
*III -
*�EX�TEMR
7
„ 113
103
62 111 63 60 OR 61
65 14 5
_ _ _ 90°EXTERIOR INTERIOR EXTERIOR
EXTERIOR
P HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS (� INTERIOR�(EXT.OR INT.MOUNT) ®K EXT.MOUNT ONLY r 90'
LOCK PART 60 OR 61
LOCK PAR LOCK PART 75910 7.110
75&107-11 75&107-11 81 5 ®INTERLOCK
M i14
113
60 60 F�61
81113 113EXTERIOR ,13 103 11g,DIXTERIOR 7
67 68
90'INSIDE
L1 WITH STANDARD STANDARD STILES 460 L2 WITH HEAVY-DUTY TI ES#61 N1 2 TRACK SHOWN CORNER N2 2 TRACK SHOWN ER 'ITEM SH#61OWN,
(HEAT-DUTY
STILE)SHOWN,ITEM#60
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO
(BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES
TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6-6 FOR DP
(PSF)ASSOCIATED WITH
STILES.
4 INTERIOR
31 LOCK PART
75&107-11
4 INTERIOR
5 4 INTERIOR
135° 5 PRODUCT REVISED
as complying with the Florida
Building Code
NOA-re, as-osze.os
Expimtion Dot.02/17/2020
11
7
By
14gi
Mlam ro uct Control
6,
OCK PART 3, 103 61 �R EXTERIOR 7 •-•;:.'_ %:+�'l
75&107-11 vv 14 ®135°INSIDE CORNER _ „�-' •- -.
02 2-TRACK SHOWN
^tYi
®135°OUTSIDE CORNER ""• : '_
of 2-TRACK SHOWN
(b _
10707WHNOLOOYORrVE HORIZONTAL SECTION DETAILS,CORNERS +.�:• ;
x VBV=FL 34T75 mz
oo� M41YSLLI O SERIES 770ALUM.SGD—LM IMPACT
_ �• tea' s °i`�� �' A LYNN MILLER P.E.
RJR 10/10/14 o-e CERT.OFAI!!H.trzez7e ® SOD-770 NTS 1 19 m 22 PGTO130 B P.ElF 58705 j
3
I
PGT PGT NOTES.
Item PGT# Description Item PGT#. Description = -
Dw .# 1 ALL ALUMINUM 6063 T6
Dw .# 9 I
1 17306 elm 2-TRACK HEAD 60 17325 617325 PANEL STLE
2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 61 17326 817326 PANEL STILE(HEAVY DUTY) 2)ITEMS#33-39,56-59,66,78,84-99,
3 17309 617309 3-TRACK HEAD 62 17327 617327 INTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE -
4 17312 617312 4-TRACK HEAD 63 1225 6TP248 VINYL BULB WSTP.-THN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL-
5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD
6 17317 817317 FRAME HEADIAMB ADD-ON B M5 17328 617328 INTERLOCK SCREW COVER USE OF#12 OR#13 REQUIRES
7 17304 617304 2-TRACK SILL 67 17329 617329 ASTRAGAL MIN.#10 SMS MASONRY
8 17301 617301 2-TRACK SILLWTNi SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL ANCHORS(�24'MAX O.C.
9 17307 617307 3-TRACK SILL 69 17324 017324 TOP 6 BOTTOM RAIL
10 17310 617310 4-TRACK SILL 70 17350 417350 WEATHERSTRIP E IENSiON(INJECTION MOLDED)
11 17313 617313 FRAME SILLIRACK INSERT 7i f695 71695 1-1/TX1-X3r4"HIGH FINSEAL OUSTPLUGS
12 17315 617315 FRAME SLLSCREEN ADDON(SEE NOTE 3) _ 72 8153 78153X TANDEM ST.STL ROLLER ASSY. -- ----— ---
13 17310 017316 FRAME SILLSCREEN END ADD-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY.
14 17305 617305 2-TRACK JAMB 74. SILICONE DOW-W9,DOW-995 OR GE7700
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X GEdNI MORTICE 3-PLY DUAL LOCK WRONG TRIM PLATE .
16 173DS 617308 3-TRACK JAMB 76 71032X1FPFX 91G32 X 1'FL.SS SCREW W/TYPE"F-TP
17 17311 617311 4-TRACK JAMB 77 7103239 1032 STEEL ZINC U-NUT
18 17322 617322 SILL RISER-FLAT,FLUSH,1-1/2- 79 17357 M7357 V KR BEAD
19 17319 617310 SILL RISER-BOX FLUSH,141T BO 17359 617359 7/16"BEAD/FDED PANEL CLIP
20 17321 617321 SILL RISER-FLAT,LOW,2-1/2" 81 17360 617360 9116-SEAD
21 17318 617318 SILL RISER-130Y LOW,2-0PC' 82 1224 BTP247K VINYL BULB WEATHERSTRIP
22 17355 617355 SILL RISER-FLAT,MEDIUM,3.1/4' 83 61745 1745 LOWE INC.f/2 X V16'SGL SIDE ADH.TAPE,POLYETH.
23 17354 617354 SILL RISER-BOX MEDUM,3414- 100 8052 4BD52 ROLLER AD,L HOLE PLUG
24 17323 617323 SILL RISER-FLAT,HIGH,4- 101 72087 JAMB BUMPER
25 17320 617320 SILL RISER-BOX HIGH,4- 102 1696 71698 DUST PLUG
26 17333 617333 POCKETP4HOOK 103 8166 781 BOX 1"KEEPER
27 7D70 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 653 7SDKEEP SCREEN LOCK KEEPER
28 17334 617334 POCKET P-HOOK MOUNT 105 17344 617344 FOED PANEL CLIP-6-LONG
29 17335 817335 P-HOOK COVER 106 17352 617352 FDEO PANEL RETAINER
30 17348 617348 I POCKET P-HOOK FOR BOXRISER 107 1739 71739 HANDLE Krr-NTERIOR RAISED WITH THUMB TURN
31 17378 617378 1135 CORNER f08 1740 71740 HANDLE Krr-RAISE EXTERIOR HANDLE
32 17376 617376 1135 FDED MOUNT 109 1731 78IMN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN
ITEMS 4053 ARE SCREEN PARTS: 110 1732 70178 HANDLE KIT-RECESSED ExrFRiOR PULL
40 4319 W2258 SCREEN SIDE RAIL-LOCIKSTLE 111 710X34PPSDAX 910 X3/4"PH.PN.TEK-S.S.
41 7LOCKINGSK SCREEN LOCKSET 112 1235 67816 WSTP,.270 X.170-FIN SEAL
42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 .187-X.230-FNSEAL
43 SIM 68152 SCREEN INTERLOCK ADAPTER 114 71OXI15PPX #IOX1-tY1" PRODUCT REVISED
44 4428 64428 SCREEN DOUBLE INTERLOCK 115 710�PT kf0 X 1- es comp)ying with the Florida
45 4317 612256 SCREEN TOP RAIL 116 720XiX 414-2OX1-S.S. Building Code
48 4318 012257 SCREEN BOTTOM RAIL 117 720X112X 914-20 X1-12'S.S. NOA-No. 16-0629.06
47 688 75RAZ STANDARD ROLLER 118 17336 817336 90 DEGREE CORNER RECEIVER Expiration Data 02/17/2020
48 008 7SRAX STANDARD ROLLER-ST.STL 119 17337 617337 90 DEGREE OUTSDE CORNER ASTRAGAL 49 4344 64344 SCREEN ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL By wilfly S roduct Control
50 17349 617349 Om SCREEN ASTRAGAL ADAPTER 123 17352 617352 FDED PANEL RETAINER,7/8'
51 1692 61692 SCREEN SPLINE-.165'
52 1694 01694 SCREEN SPLINE-.150° •.i` / 1
53 0161OCZO SCREEN CLOTH
54 1725 il2-X4'X1/16•SET.BLOCK,NEOPRENE 85 M-6 ::)c;'.•,..'., :: �, _
55 1 1T28 I jl'X4'X1/16-SET.BLOCK,NEOPRENE 85-15 .
1G7G7Et�RNocoGYntrrvE PARTS LISTP-w ex '
N.VMWC&R
TL.
,d,.+a, (9#fM6046W SERIES 770 ALUM.SGD—LM IMPACT
>� ae
' A LYNN MIL P.E LER
3;WAF°iY °"a° °i°� ° 20 d 21 G70130 6 P.E. 58705
JR 1G/!0/14 cFRr.oFAunRsz4zee soo-77D MS P
E
5.069" 8.582" 1.36"
1.36°
0.080" �+-
-y 1.872"
1.211" 1.505"
0.081"-� 1.019'0.062' -
0.081" 02-TRACK HEAD 10 4-TRACK SILL 0.081"
(6063 T6 AL) (6063-T6 AL) SCREEN
40 STILE
6.198' 6.526"
6.198° 5.069"
j4w=
-(6 063-T6 AL)
0.080°
1.Z 1 I E L-w-
1.993' 0.FFrT062"1'S�5° ►
NF-1
0.081" O2-TRACK HEAD W/SCREEN TRACK O3-TRACK SILL
(6003-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB 45 EN
TOPRA11
(6063-TO AL) (6063-T6 AL)
7.105' 6.221 2-TRACK JAMB W/
' " 15 SCREEN TRACK
0.080° (6063 T6 AL) -I 1.36" )--
1.211" 1.505" I I � r 0.875'
-I1.36"
1.993'
0.081, O 0081"3-TRACK HEAD eO2-TRACK SILL W/SCREEN TRACK L 0.082"
(6063-T6 AL) (6063-T6 AL) . SCREEN
BOTTOM RAIL
9 142" (6063-T6 AL)
4.49" 0.081"
0.080"
1.21 V 1.605" 7.105"
t
q04-TRACK HEAD 9.141"
0.081,
O7 2-TRACK SILL PRODUCT REVISED
(6063-T6 AL) (6063-T6 AL)
as comp)yIn with fhe•Florida
Dull ding Coda
NOA No. 16-0629.06
0.060" Expiration Date 02/17/2020
1.514" J_
0.062° 6y
1.260"
0.532" 0.760' Miom�ade duet GOMM
0.060" 1.516' 1.990" ;I
OFRAMEHEAD/JAMBSCREEN FRAME SILL SCREEN • FRAME SILL SCREEN
fi ADD-ON 12 ADD-ON 13 END ADD-ON 18 3-TRACK JAMB
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) g�
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS N-38775
OR 3/16"MASONRY OR 3116"MASONRY 17 4-TRACK JAMB
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24°MAX.O.C. ANCHORS @ 24"MAX O.C. (6063-T6 AL)Rvvd
er 1070TECNNOLOGYORIVE EXTRUSIONS .•'cn;t;;:;..•�,.:.•'✓'
N.vmlc&R31275 roc ..+ ....• ..
°°� IgaTy.eo,soo SERIES 770 ALUM.SGD-LM IMPACT
°v+^' 6O"r a'"bei �' A LYNN MILER,P.E.
JR Td1Q74 CERT.OFAUM&19M ® SG0.770 NTS 21 •22 PGT0180 B P.E.#58705
I
i
I
0 83
0.718° 0.264 "
3.802"
3.802° 2.304" 0.752"
. 52" LT --A
0.88 5"
0.P:Zzno.075
0.796" 0,233• TO.40621.163°10. 0.080" 7 0.062"
OFRAME SILL P-HOOK MOUNTING P-HOOK SCREW
5 - �t - 2s P-HOOK ze 2s 3o P-HOOK FOR BOX RISER
SCREW COVER TRACK ADAPTOR COVER 0.080'
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (5063-T6 AL) (6063-T6 AL)
.155"02.44"
4"
0° 1.488"
0 1.739"
0.06z, 0.133" 1.303'
1.60D 1.600 0.062°
.080" 1.870' 1.888'
016° I I 0.325'
4+-3.125" 13.125" 0.062"
INTERLOCK INTERLOCK
31 rl]
135°CORNER 3z 135°FIXED MOUNT O STANDARD STILE 81 HEAVY DUTY STILE s2 ADAPTER ss SCREW COVER
(6063-T6 AL) (6063 T6 AL) (6063-T6 AL) (6063-T6AL) DAFT 6 AL( ) (6063-T6 AL)
3.979"
3.979" tL F--- 4.125" l
IT 1.050" 1.050° 1.050'
1.645° 0.075" T
0.075" 1.645" 0.062" J 1.304"
r LL Li IT 289" .611° .485"
"" I f .045"
4-«--- 3.25" _� 045°
0.125
0.281' _ _
s7 STANDARD ASTRAGAL s8 HEAVY DUTY ASTRAGAL es TOPBOTTOM RAIL �s GLAZING
LAZIN G.) 80 BEAD FIXED 81 B/�"DGLAZING ,
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP (6063-T6 AL)
(6063-T6 AL)
1.003"
1.03"
4" 5.621" PRODUCT REVISED
as 0.757° DOA-MolVl ge lth16 the Florida
0.080�
0.050' Noa-tJo. 10.0629.06 �
)FIXED Expiration Date 02/17/2020
105 PANEL CLIP c
9' 2.893" 0.133 0 133" s
(6063-T6 AL) 1.498" 1'98"0.863 0.080"
650" , I
OFIXED PANEL 4"
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