HomeMy WebLinkAboutProduct Approval i
MIAMI-DARE � MIAIVII TY
-DARE COUN
i r li Er, 7T?DUCT CONTROL SECTION
" �_,d 805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION OCT5. ? 1 p ffE(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) PEFt" ,=< www.miamidade.gov/economy
PGT Industries,Inc. St• Lucie
1070 Technology Drive,
Nokomis,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(AIM.
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-670"Aluminum Sliding Glass Doors w/901& 135°corners-NI
APPROVAL DOCUMENT:Drawing No.PGTO128 Rev B,titled"Series 670 Alum SGD Non-Impact", sheets 1
through 22 of 22,prepared by manufacturer,dated 02-02-14 and last revised on 06/08/16, signed and sealed by 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:None:Approved Hurricane Protection devices,complying w/FBC,as applicable
are required.
Limitations:
1. Max eight(8)panels configuration unit is allowed,having max nominal panel size not to exceed tested height&
width per tables 1 thru 3.See sheets 6, 7 and 8 for Design Pressures(DP),glass Types, Sill type for Positive DP
limits,applicable Standard or Heavy Duty parts and anchorage requirements.See sheet 10 for straight configured
units and sheet 11 for corner units.Pockets&Egress requirements to be reviewed by Building official.
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and 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#15-1013.14 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I.Chanda,P.E.
NOA No. 16-0629.03
ruarawAnEJg11 v Expiration Date: April 07,2020
Approval Date: July 21,2016
`i�,Jlt Page 1
r
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections(submitted under files See below)
2. Drawing No.PGT0128 Rev B,titled"Series 670 Alum SGD-Non-Impact",sheets 1 thru 22 of 22,
prepared by manufacturer,dated 02-02-14 and last revised on 06/08/16,signed and sealed by Lynn
Miller,P.E.
B. TESTS
1. 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/
TPS, 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 report on 1)Air Infiltration Test;per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,per FBC, TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94.
4)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors,
prepared by Fenestration Testing Laboratory, Inc.,Test Reports No(s)FTL-5979,FTL-5980,FTL-
5994,FTL-6002,FTL-6034&FTL-6035, dated 08/10/09, all signed&sealed by Julio Gonzales,
P.E. (All above test reports submitted under files#14-0123.11,#11-1018.1.7/#09-0826.13)
2. Reference Test reports on 1)Air Infiltration Test, per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,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 (b)and TAS 202-94
Along w/marked-up drawings and installation diagram of Aluminum Sliding Glass Doors,prepared
by Fenestration Testing Laboratory, Inc.,Test Reports NoFTL-7554, dated 11/01/13, signed&
sealed by Marlin D.Brinson,P.E(This file has addendum letter dated 08/14/14 &marked-up
drawings dated 08/19/14&revised interior astragal marked-up Dwgs dated 11-11-13,all issued by
Fenestration Testing
3. Additional REF supporting test#FTL 5254,FTL 5980,FTL 5987 and ATI72138.01-401-18.
4. Additional,Reference Fixed window test report FTL-7897(cardinal spacer)per TAS 201, 202
&203-94,issued by Fenestration Testing lab (Test report submitted under file#15-0430.08).
C. CALCULATIONS (submitted under file#14-0123.11)
1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on
01/30/15,sheets 1 thru.67,prepared by PGT, signed and sealed by Lynn Miller,P. E.
2. Glazing complies with ASTME-1300-02,-04&-09.
1 • LIti ,�
Ishaq L Chanda,P.E.
Product Control Examiner
NOA No.16-0629.03
Expiration Date: April 07,2020
Approval Date: July 21,2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
D. QALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1 None.
F. STATEMENTS (submitted under file#14-0123.11)
1. Statement letter dated 10/08/15 of compliance to FBC 2014(5h Edition)and"No financial
interest',prepared by PGT,signed& sealed by Lynn Miller,P.E.
2. Letter of lab compliance,part of the above test reports.
G. OTHER
1. This NOA revises#,15-1013.14,expiring April 07,2020.
2. Test proposal# 16-0125 dated 03/09/16 approved by RER.
3. AAMA's Technical Paper for SGD &Bi-fold doors referenced to FBC 2014(50'edition).
4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon,P.E.
5. Test proposals No(s) 09-0177, 0177-A,B&C approved by BCCO.
aq I.Chanda,P.E.
Product Control Examiner
NOA No.16-0629.03
Expiration Date: April 07,2020
Approval Date: July 21,2016
E-2
SERIES 670, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLEA:
Group Anchor Substrate Frame Mln Edge Min
INCLUDING POCKETS 87 900/1350
CORNERS Member Distance" Embedment
"
GENERAL NOTES Conerete(min.z kat adlSlWJamb 1• 1316'
1 GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&S. 1 1/4'Elco Ukrecon tJngrouted CMU,(ASTM RJamb only 2-1/2' 4'
Grouted CMU(ASTM C-90,min..2 2 Rai rout Jamb only2-1/2' 1314'
2)DESIGN PRESSURES: Concmte(min.3.35 kai) Head/SilVJamb 1' 1314'
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 114'Elea 410 S.S. ungrouted CMU,(ASTM C90) Jamb only 2-1/7 1-1/4'
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. Crete Flex P•T Southern Pine SG=0.55 Head/SI9/Jamb 1" 1 1.395•
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS Concrete(min.2.85 Rai) Head/Slil 1" 7318
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT 1/4•Elca tAtraeon Ungrouted CMU STM C90 Jamb o 1' 1414'
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA P.T Southam Pine(SG=0.55) HeadISlWJamb 9/16" 1316•
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. M72,183 or47o TS
Aluminum,8083 • Head/Sill/Jamb 318• 0.083'
4 SG H
SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.
SMS,
in.11 thmadalin) Steel,AW 318' 0.050'
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Steel Stud,A853 C<.33• HeadISlWJemh 3/e• 0.0451'
NARROW JOINT SEALANT. Concrete(min.3.275 Rai) Head/S1WJamb 1-1/2' 13/e"
'6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR 1!4'Elea 183 S.S. ungmuted CMU,(ASTM ago) Jamb only 2- 1-7/4
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. A99retor Grouted CMu(ASTM C9o,min.2 kel grout) Jamb only 2' 2'
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine SG-0.55 Fiead/Sl9/Jamb 1' 1318°
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). P.T.southern ,60 3.Tfi. 55) Head/SIA/Jamb 3/8, 1318•
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 4 i(mi steel SMS G5, Aluminum,806375• HeadlSl l/Jamb 318' 0.063'
(min.11 threadelln) Steel,A36• I*a&SIUJamb 318' 0.050'
FLORIDA BUILDING CODE,AS APPLICABLE. I Steel Stud,A653 Gr.33' Head/SIWJamb 318' 0.0451°
TEST REPORTS:FTL-5254,FTL-5979,FTL-5980,FTL-5987,FTL-5994,FTL-6002,FTL-6034,FTL-6035, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN.
FTL-7554 AND AT[72138.01-1401-18 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND
TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
'•P-HOOK INSTALLATION REQUIRES 2.893"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR
ALL SPECIFIC P-HOOK REQUIREMENTS.
ANCHOR NOTES
1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO
ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. NOA DRAWING MAP
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET.
3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.1X AND 2X BUCKS GENERAL NOTES.............1
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE EXAMPLE CONFIGS..........2-3
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL.
4 METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS............
ANCHORAGE.....................6-1 6-1
4
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DESIGN PRESSURES 6-8 1R0DUCTRFVMW
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, INSTALL DETAILS..............12-14 "m+PMRwkb1b FIwhk
MAX.1/4'THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT ELEVATIONS.....................15,16 b"aF O'd'
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS F fL- X 29 03
ceMrMu No 0
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.........17 xaLNLI o.t�APC07 Zo]o
CROSS SECTIONS............18,19 L L17.�\-�„�
PARTS LIST.......................20
EXTRUSIONS....................21,22
TABLE B,SEE DETAILS ON SHEETS 4&5:
STANDARDS USED:
Glass Description(Listed from E)dedor to Interior) :2014 FLORIDA BUILDING CODE(FBC),5TH EDITION
Type ASTM E1300-09
G1 3116"TEMPERED GLASS •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION 1 1 I!I r r r
•ALUMINUM DESIGN MANUAL,ADM-2010
GIA 114'TEMPERED GLASS •AISISIOO-07/S2-2010
G2 1'I.G.:3116"TEMPERED GLASS+5/6°AIRSPACE+3116"TEMPERED GLASS ��a��;U•L1Cfn/Sl.%fi��^
G2A V I.O.:1/4"TEMPERED GLASS+112'AIRSPACE+1/4'TEMPERED GLASS =;/r:•' F •.�;�
DESIGN PRESSURE RATING IMPACT RATING
_ SEE TABLES 1,2&3 ON NOT RATED FOR MISSILE N.�a.•50705
SHEETS 6,7&B IMPACT RESISTANCE _•„ "t.J�� -' '
T' 05105/16 B ADDED SPACERS TO SHEET 5. ;�
,07oTEeHvaoovorore GENERAL NOTES AND MAP = sS �oRID,L .•'�s�
N.V00CE,Fc SWS `•,!CT/11A1.
o.t (wr}4ealsao SERIES 670 ALUM,SGD-NON-IMPACT
m-rr e� a"`a�n ibr. A.LYNN MILLER,P.E.
JR 02,2WI4 0� CERT.OFAUTH. a ® 80OA70 IdT$ 1 '�12 PGT0128 B REM 58705
TIONS NOTES:
GU
EXAMPLE CONFIGURATIONS ALLICONFIGURATIONSSHOWNAREALSOAVAILABLEAS
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 13 CAN BE OXXXp.
I I 2)90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
1 1 I OF ANY 2 STRAIGHT CONFIGURATIONS.
Jw Jc ow Jc 1
MAX.UNIT 1 o a a MAX.UNIT 19 1 1?u w 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
HEIGHT 1 I cd z HEIGHT
PER TABLES 1-3 x W PER TABLES 1-3 / 9 / 1 I x W °X"=OPERABLE PANEL,
1 I g�� "O"=INOPERABLE PANEL,
a w` "p"=POCKET
POCKET I y POCKET I n DETAIL LETTER
1� ; 1� � / x 1V`=WOOD OR METAL INSTALLATION
1-PANEL r 2-PANEL r ® 'e=CONCRETE INSTALLATION
CONFIGURATIONS CONFIGURATIONS 1 13 �SHEETNUMBER
MAX.UNIT WIDTH
MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7"
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
NOM.PANEL WIDTH c NOM.PANEL WIDTH qc c
PER TABLES 1-3 3 3 PERTABLEW13 1 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
i
lfi� I I
1 Jw Jc 1 1 79 19 w Jc
rL2I �
1 1 1 jorcp MAX.UNIT 13 9 19 1 1 loco
MAX.UNIT 1 3 1 I�'a i HEIGHT 1 a vs 1RODUCfREVISED
HEIGHT 19 i ¢w PER 13 19 9 I 12 w ycomprywNYaeF7orYs
PER TABLES 13
POCKET Ii y W TABLES 1 / /
I of e, a� 3
I / / / / POCKET
—��r--� — � — YtiA►. �irYai
3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS
1w 13 1
MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTH Ac NOM.PANEL WIDTH 1
PER TABLES 1-3 t 1 13 PER TABLES 1-3
-1\f--- 1 3
• 19 Jw 1c a x 1
7 19 14 1 W O w MAX.UNIT ,9 i SEE
MAX.UNIT 13 / 1 i y HEIGHT NOTE
HEIGHT 3 19 / N PER g 2,THIS
PER TABLES 1-3 / / / / / 1 i�w PER
1.3 / / SHEET. 1 I I 1
c ����'p1�Y LYNN,I,�
/ / POCKET i EXT OR 1 c `� �� '•, LYNN
P •l`�,p��
5-PANEL CONFIGURATIONS1\�
" 3 CORNER,TYP. , c _ No.56705
(OUTSIDE CORNER SHOWN, = _
INSIDE CORNER SIMILAR)
ranger. n -%0 S,-T'c o/
nae R '--.
„� tO7a7Ecv+NoaoarORlvE EXAMPLE CONFIGURATIONS %cn •.'to�lo5,,.
N.VENICE,FL 34276
(Wr,8&1e00 SERIES 670 ALUM.SW-NON-IMPACT J,;;_
— °'n LYN�J'N11LL�R,P.E.
OFqu,,,,ppg ® S.70NTS 2 d 22 PGTO128 B P.E.#58705
JR 02W14
i
EXAMPLE CONFIGURATIONS
MAX.TESTED UNIT WIDTH= CONFIGURATIONS NOTES:
355-7116-@95-HEIGHT 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
300-1/4'@ 120'HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
NOM.PANEL WIDTH LOCATIONS USING DETAIL-Jw-,-Je,-Kw'OR-Ke INSTALLATION.
PER TABLES 1-3 "1 C EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
pX)=p,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
CAN BE O)=p.
19 1 19
i > 2)90-&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
K197-
MAX UNIT 1�1a is t4 1 j s a o OF ANY 2 STRAIGHT CONFIGURATIONS.
HEIGHT,
96"OR 120" 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
W=OPERABLE PANEL,
IL POCKET '0*=INOPERABLE PANEL,
I P"=POCKET
6-PANEL CONFIGURATIONS
11
AIL LETTER
MAX.UNIT WIDTH WOOD OR METAL INSTALLATION
.
CONCRETE INSTALLATION
NOM.PANEL WIDTH SHEET NUMBER
PER TABLES 1-3 1 3 1
ADLO WIDTH=NOM.PANEL WIDTH-7"
uv
OLD HEIGHT=DOOR UNIT HEIGHT-10.126"
"
MAX. QVI Kip- QOF p- Qp- Kap- PANEL HEIGHT DOOR UNIT HEIGHT-1.866"
HE
PER TABLES 1.3L POCKET FRODUC r Rvvisto
.6 tomplyofts.0%11.
LLJLLJ
Acftpa�
ILL
7-PANEL CONFIGURATIONS x\I-
MAX.UNIT WIDTH
NOM.PANEL WIDTH
PER TABLES 1-3
MAX.UNIT
HEIGHT
PER TABLES 1-3
I-Ift 4.
`01y1'.......
POCKET
8-PANEL CONFIGURATIONS s
No.53705
Rlwax Mt. R-Wl-
vt�--Pl
10"ISVINO10OYMIS EXAMPLE'CONFIGURATIONS KSTA EC
,
N.VENIM FL 34275
rr
SERIES 670 ALUM.SGD-NON-IMPACT w
R9-w- lcwftdl now -ww A-LYNN•M P.E.
JR 0=14 CERT.OFAUM 429296 �t2F- SGO-670 I NTS 1 3 -22 1& PGTO la�'
P.E.#5870S
GLAZING DETAILS(G1 &G1A)
3/16"T GLASS
74
EXTERIOR 82
a
314"NOM.
GLASS
78 BITE
EXTERIOR
64
3/16"TEMPERED GLASS TYPE GI
rRoauc r acvlsea
a�corrl.3ng Wilk the FtarkSr.
4�dipj�;dt
Elorsim awe-4446
sr'RMr !nd.aC��
1/4'T GLASS
74
EXTERIOR 82
a
314"NOM.
GLASS
78 BITE
54
1/4"TEMPERED GLASS TYPE GIA
GLAZING NOTES: '` n.'�.5.765 s~:
'T'=TEMPERED f/�7
a mom.: fOlOTECHNOLooYpRNE GLAZING DETAILS !�
IV.VEVICF,tZ 3t2T5 rmK C,Y, 1nRiDW.•'•r\,
!G;&W. /saf}�so feoo SERIES 670 ALUM.SGD-NON-IMPACT
A.LYNN {ILLER,P.E.
✓R 0aao/f4 CERT.pFAuffl.#29M so"m NTS 4 22 PGT0128 B P.E.#s8705
GLAZING DETAILS(G2&G2A)
SILICONE HOT-MELT BUTYL
STRUCTURAL
1"NOM. SILICONE
STRUCTURAL 114'NOMFOAM--\ 3116"NOM.
POLVISOBUTYLEN . WITH
3116'T GLASS WITH DESICCANT DESICCANT
5/8"AIR SPACE EXT.GLASS EXT.GLAss
3116'T GLASS
r�*GLASS
e
EXTERIOR •
1 INT.GLASS INT.GLASS
83
KODISPACE SUPER
124..127 124 4SG TPS ,Zs SPACERO NXT'"
I
79
55 i
ALUMINUM
*R51TN.OFOREMENT POLYISO- DESICCANT FILL AREA
V I.G.GLASS,TYPE G2 BUTYLENE
�SEgL BUr-SILICONESEALDESICROLL-FORMED PRtODOCt•Rn"6,
FSTAINLESS STEELEXT.GLASAtwm�1"NOM. EXT.GLASS Bkpbsow Dpe�1/4"TGLASS S FINT.GLASS
1/2"AIR SPACE
1/4"T GLASS ��DURASEAL® 1�XL EDGE"'
74
EXTSPACER SPACER
fi�EtR-I,OR o t
r'
v- 1
124-127 314'NOM. Part# Description Material
GLASS 124 Kommerlinp 4SG TPS Spacer System
BITE See this
126 Quanex Super Spacer nXT with Hot Melt Butyl
126 Quanex Duseal Sh'eetfor
rat
79
127 Catdlnat XL Edge Spacer Materials
55'
REFERENCE TEST REPORTS:FTL8717,6968 8 8970
1"I.G.GLASS,TYPE 132A = �� 'J�Nsr
GLAZING NOTES: *, Nc 58105
T=TEMPERED r
w�
JRA 005/16 B ADDED SPACERS. OF Z'`
m7orEarNocosYrnrrvs GLAZING DETAILS %P
tuVFI11C�h13ws
ro„y,aa,� SER/ES670ALUM.SGD-NONIMPACT �F//SS)p�yA,�.�SS'^`
—vft fae: 0.r LYNN MIL1.tn,`P.E.
JRA 02/10/14 ar< CENT.OFA(7rN.0287d6 ® SGD670 NTS 6 ✓22 PGTO1211 B P.EJt 58705
s
TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantifies Required,(far all approved configurations on Sheets 2&3) $111 Height
(+)
t to Max.(+)UP
For comer ashegal enchorega on 90+or 135°corner units,sea sheat 11 (Water infiltration Rating)
Table applies to all Glass types and Doorung Height
the stilefAstragal types shown below. �' W21
SIII Riser Height + fEN�H
69-TWDLO 73 7/8" O 79-7/8"DLODLO (Fiat or Box,see ( )Design
PosilNe(+)Ta may be limited by AnchgrGrarp AnchorCroup Anchor GrouproupSheet 17) PressurB,psfTable 1A OH LENGTH1 2 3 q 1 2 3 4 1 2 3 3 4 Flush-1-1/2" sea nolo 3 OH RATIO=pe npressure +90.0/-127.1 +90,0/-fro +90.0/-110.8029 OH HEIGHT OH RATIO 21
low-2-112" +46,67 24" 17" HeaNsill C4+1 C4*1 Cd+1 C4*1 C4*1 G4*1 a4+1 C4+1 C4+1 C4+1 C4*1 C4+1 C4+1
DLO Jamb s a a a 6 Q a e a e g g QMedium31/a"Pdmor 6+7 8+7 8*7 B+7 7+8 7+8 7+8 7+8 7*8 7+8 7+Q 77+g 7+6 High-4° +90.0
Desitin Pressure +90.01-106.9 1 +90.01400.2 +90.0/-92,2 +85.31.85.3 SEE NOTES 1 3 SEE NOTE 3
90" 23" HeaNSill C4+1 C4+1 C4+i C1+1 a4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4-1 C4+1 C4+1 134+1 C4+1 C4+1
DLO Jamb 9 -8 8 e 9 a s 8 B 8 1 8 1 8 9 I a g Q
P-hook 6+7 1 B+T 1 6+7 0+7 7+6 7+8 7+9 7+8 7+8 7+ 7+8 7+9 1+8 1 7+87+8 1 7+8 NOTES:
Des'npressum +90.01-92.9 +87.31-87.3 +80.01-80 +73.81-738
V 29" Head7Si71 G+1 G+1 C4+2 a4+2 GAW I 1CCC4+1 Ca+t I C4+1 C4+1 CA+1 Cq+1 2+1 C4+1 C4+t C4+1 Gt+1 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4"SILL.
DLO Jamb 8 B Q 8 8 8 9 8 6 6 8 8 it I 8 1 a 1 8
9P-hook U-1 I 8+7 a+7 1 5+7 7+8 7+8 7*8 7+8 7+8 7+8 7+8 7+6 7+E 1 7+0 7+8 7+8 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX,WHEN USING
C&M,n Pressure +83.7/-83.7 +78.41-78.4 +71.8/-Tts +65.8/•018 THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,
a 42" ol5' Head sai C4+2 C4+2 04+2 1(34+2 C4+p Cq+p C4+2 a+1C4+2 +t CA+1 01+2 0q+2 04+1 CA+1 !A +
C42 POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE
e e e a a e
amb a e e a e e e e Q P-hook 6+7 B+7 8*7 8+T 7*B 7+8 7+6 7+6 7+8 1 7+8 1 7+9 1 7+9 7+5 1 7+8 1 7+8 1 7+6 tA.
Da'n Pressure +77.1/47.1 +7201-72 +65.61-95.5 +800/-60
48' 41" Headrsili C4+2 C4+2 C4+p 04+2 C4+p a4+2 C4+2 C4+2 04+2 04+2 C4+2 Cq+2 G4+2 04+2 C4+2 Ot+2 3)4',3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
DLO Jamb e s e B e e a 8 a e e s a 9 a a THE 1-112"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
P4 6+7 6+7 6+7 8+7 7+8 T+s 7+5 7+8 7+8 T+8 T+8 l+g T+e 7+.& 7+g 7+8 REQUIRED,MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN
Design Pressure +72.61-72.6 +67.41.67.4 +61.01-91 +54.71-54.7 THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
" 4T" fflHea&SflIC4+2 C4+2 C4*2 C4+2 G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4*2 C4+2 a4+2 C4+2 C4+2 C4+2BUILDINGCODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER
Dl0e e e g ee g e e s a 8 e 8 g a INFILTRATION.
a+T 6+7 6+7 9+7 7+8 7+8 7+8 T+g 1+117+11 7+8 7+8 7+8 7+g 7+8 7+8
+69.1/-69.1 +64.01-64 +5761.57.6 +50,6/-50.6
53" C4+2 Cs1+2 C4*3 C4+3 CA+2 C4+2 C4+3 C4+3 C4+2 CA+20q+2 C4+2 C4+2 C4+2 C4+p pq+2 4)SEE SHEETS 10-14 FORANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT
e 8 8 a e a a 8 g a a a 8 INFORMATION.
e+T 1 6*7 1 8+7 1 6+7 7+8 T+87+8 7+9 7+8 7+g 7+ 7+Q 1+8 1 7+8 1 7*8 1 7+8
FOR EXAMPLE ON USING TABLE,SEE SHEET 7, 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
DLO WIDTH=NOM.PANEL WIDTH-7" REQUIRED,
DLO HEIGHT=DOOR UNIT HEIGHT-10.125" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO
BE INSTALLED.
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" PRt1DUCPREVISBD
W"UP1008 Wilk the P1orlds
baw+tvx eeac
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 1,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. AcftVt a Ne
Fapir,t,,Oarc
interlock P-hook Lockstile@Jamb Straight Ast regal Lockstile@ 90'Astragat Lockstile@ 135*Astragal Lockstile@ 1
Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-dutyStlle Heavy-duty Stile Heavy-duty Stile ^R 4�aYvnMa
Standard Astragal Outside Corner Outside ofInside
Corner Corner
tnsid
Corner Outside
tnside Corner
Corner i•
Part#60(Brite) Part#51(Stile) Part#119(Out.) Part N61(Stile) ,`�,`�„C>;", • '_' •..1ze
Part#60(x2) Part#60 Part#60 part 1167(Astragal) Part#60 Part#11i(Comer part#120(in.) Parts#31  Part#61 .,tGt=rJs�r '•.,� �
Rece}ver) (Corn.&Fxd Mount)
_ iso,5P705
1070TECHNOLOGYDRA0E DPANDANCHORAGE Fl AGF
A YEPWA R.94Z73 nt •r,:C+.'•„{aR1D1;.•
(041),460.1606 SERIES 670 ALUM.SGD-NON-IMPACT
r'° 70A' A.LYNN M/LLER,P.E.
✓R OT/2Q/14
00U.OFAUM 4t70YDa SGD-M NTS 6 -22 PGT0128 B P.E,#58705
TABLE 2: TABLE 2A:
Design Pressure(DP)and Anchor Quantities Required,(forall approved configurations on Sheets 2&3) SIII Height to Max.(+)DP
For comer asl29al anohomae on 900 a 135'caner unite,see street 17
uni (Water Infiltration Rating)
Door t H H
Table applies to a6 Glass types and �, b1. BO g for 114' 120 Sill Riser Height
urs 9tlle/Aatmgal types¢twin 68-7/a•DLO 737/ ILO 71•418'D O BS OLO 9• DLO B7-/ DLO 103-7/8'DLO 109-7/8'DLO (+)Design
below.PosBhe(+)DP may be nc Gmup Ane r roue w- r Group r Group c r mug nc or Group ne or p Gm� (Flet Or BO%,see Pressure,psf
amited by Table 2A. 1 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Sheet 17)
Das Pressure +90.0/-140.0 +80.0/-133.0 +W37-122.o +90.0/-1140 .90.0/-1040 +D0.0/59.0 *90.0/510 +860/-BAD Flush-1-1/2" see note 3
24' 1r Hasmill C4+1 C4+1 C4N C4+1 041 04+1 C4.1104.1 C4+1 C4+7 G«7 C4+t C4«1 C4+1 C4+1 C4N Ca+t C4+1 CA«7 C4N CA+1 CI+1 C9+1 Gi«t C4+11 C4+1 C4+1 C4+1 04.1 C4+1 CA+1 04+1 Low-2-1/2' +46.67
DLO Jamh 8 8 0 0 0 a 6 8 8 B a 8 8 a 8 B 10 10 10 10 10 10 10 10 10 10 10 f0 f0 10 10 10
P_hook W 7+11 7+9 7+0 7+8 7+e 7+e 7«8 7+8 7+8 7+8 7.a 7+6 7.8 7*e 7+0 8+0 6.9 8+9 8+9 8+8 B+B 8+8 a+e 8+10 9+10 B+1D 9+10 9+10 8+10 9+10 e+10 Medium-3-1/4°
Design Pressure +90.01-141.8 +90.0/-133.6 .940/-1229 +90.0/-1118 +90.0/-10&8 +80.0/-98.1 +90.0/53.1 +6261.87.& High-4°
3° 23' Hea&an C5+1 C5+1 Cs+x CS+z Cs+t CS+t C6+2 C5+2 C5+1 C5+t C5+1 C5+1 C5+1 C5+1 C5+1 CS«t C8+1 C5+1 Cs+1 C6+l C5+l C5+1 C3+t C5+1 cs.i Ce+1 c6+t CS+t C5+1 C6+1 C5+t C5+7 SEE NOTES 1-3
DLO Jamb 8 a 10 a' B 8 10 a a 8 10 e e a 10 a 10 10 10 1D 10 10 iD 10 10 10 10 10 10 10 10 10
P4wok 7+9 0+9 5+9 8+8 7+8 a+9 8+9 8+9 7+8 8+9 8.9 8+9 7+8 8+9 8.9 8+9 8.9 8+9 8+9 8+9 6.11 a+8 0.9 8+8 8+10 9+70 0+10 B+fD 8.70 9+10 9+10 9+10
Design Pressua +90.01-1218 +90.01-rf&4 +90.0/-106.7 +90.0/-90.5 +90.01.91.4 +05.31.85.3 +80.0/60.0 +7631-75.3
38, 29' HBB&0ill CS+2 CS+x CS+2 C5+2 CS«2 C5+2 C6+Z C5+2 C6.2 C5+2 C5+2 C5+2 C5+1 CSN C5+2 C6.2 C6+1 CS«1 C5+2 C5+2 C5H C5+1 C5+1 CS*1 CSN C5«1 C5+1 C6+1 C5+1 C5+1 CS+1 C5+1
OLO Jemb 8 8 10 fl B a to 8 8 10 8 f0 10 10 10 10 f0 10 10 10 10 t0 10 10 10 10 .10
Pawok 7.8 8+9 8+9 8+9 7+e 8+9 8.9 6+9 7.8 8+9 8+9 8+B 7+8 a.9 B.9 8+8 B+9 0+9 a+9 8+9 0+9 3+8 049 8+9 0+10 A. 9+10 9+10 8+70 8+70 9+t0 8+70
Design Pressure +90.0/-lite +90.0/•104.5 +90.0/5&4 +87.81.87.6 +81.3/41.3 +7&7/•75.7 +70.8/-70.8 +66.51.66.5
4Y 36' Hee&8111 C6+2 C8+2 C5+2 Cb+2 C6+2 CS+2 C5+2 C6+2 C5+2 C5+2 C5.2 CS*2 CS+2 CS+2 C5+2 CS+2 CS+2 C5+2 C5.2 CS+2 C6r2 C5+2 C8+2 C5.2 C5+t C5N C5+2 C5+2 C5+1 C6+1 C6+2 C6+2
DLO Jamb 0 8 10 a 8 a 10 a 8 8 10 8 e 0 1D B
10 10 10 10 f0 10 10 f0 fo 10 10 10 10 10 1
0 10
P_hook 7+8 8+e 8+9 8+9 7+8 a+0 8+8 S.9 7+a 9+8 9+e 9.B N8 a+9 a+9 8+8 0+0 0+8 8+9 8+B 9+B 0+9 B+a a+D 0+10 9+10 9+10 9+10 9+10 9+10 9+1019+10
Design Pressure +00.0/-102.8 *000/55.0 +87.3/-67.3 +80.01-60.0 +73.6/-73.6 +68.6/26.5 +64,0/4(.0 +60.0/-60.0
48, 41'gP--tmk
IY CS+2 C5+2 C5+3 C5+3 C5+2 C5+2 C6+2 C5+2 C5+2 CS.2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 05«2 C5+2 C5+2 C6+2 C512 C5+2 C6+2 C5+2 C6+2 C6.2 C6+2 C6+2 C5+2 DLO WIDTH=
DLO8 8 10 B 0 8 10 a a a 10 6 a 8 10 8 10 10 10 10 10 f0 f0 10 10 10 10 10 10 10 10 10
7+0 8.9 e+9 a.e 7.9 a+s a.8 B+97+8 8+9 s+a a.9 7+8 8+9 8+9 8.B 9+9 8+e 8+0 8+B 8+8 B.9 8+9 0+B 9+10 9+10 9+1a 9+10 9+10 e+ta a+t0 9+ta NOM.PANEL WIDTH-7"
sure +83.0/210 +77.2/.77.2 +69.6/49.0 +618/-63.8
64, 4rl6 C4+2 C4.2 CS+3 C6.3 C4+2 C4.x C6.2 CS+2 C4+2 C4+2 C5.2 C5+2 CO+2 C4+2 CS+2 CS+2 DLO HEIGHTDLO e s e e e e e e e e e e B e e e DOOR UNIT HEIGHT-10.125"
6+7 7+a 7+8 7+B 7+8 7+e 7+6 7+9 7+e 7+9 7.6 7+e 7.e 7+e 7+e 7+e Not available In these sizes
stirs +79.2/-78.2 +73.3/-73.3 +66.0/-640 +60.0/sru 2+3 CM3 C6+3 C5+3 CM3 24.3 C5+3C5.3 C4+Z C4+2 CS+3 CB.3 C4«2 G+2 C5+ C5+2 PANEL HEIGHT13L0a e 5 e e e e e a e e a e e e 6 DOOR UNIT HEIGHT-1.866"
P4" 6+7 7+e 7+0 7.8 7+a 7+8 7.8 7+81
+a 7+0 7+8 7+8 7+e 7+B 7+8 7*0 7+8
O= EXAMPLE ON SHEET fstobucrxEVNEI)
as a pbing with rhe Florid,
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. haba sGude
Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135°Astragal Lockstile @ AeieplslceNe�L-oL2 •03
Interlock P-hook Lockstile @ Jamb Assembly Straight Astragal Assembly 90°Astragal Assembly 135'Astragal Frpketi.rr Da"
Heavy-duty Stiles Heavy-duty Stile Heavy dutyStfle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile a
Inside A�aVRM`► retcesY4F
Standard Astragal Outside Corner Outside Corner
Corner
Inside
de
Insideide Corner'I I Corner Outside
Corner
Part#61(Stile) Part#61(Stile) Part#119(Out.) Part U61(Stile)
Part#61(x2) Part#61 Part#61 Part#67(Astragal) Part#61 Part#116(Corner Part#120(In.) Parts#31  Part#61
Receiver) (Corn.&Fxd Mount)
NOTES:
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4"SILL.
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP 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 90.0 PSF MAX(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. OH LENGTH
3)4',3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2",911-1.IS NOT AND MUST ONLY BE USED
WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS S2 �'n• " '" /<<�/;.
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR y
WATER INFILTRATION. _ $I _- 'r {
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. O PIq. 6705
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH LENGTH OH HEIGHT SEE NOTE 3
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH RATIO=
6 g/l r r
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(94r1aso-reaB
8M I_
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JR 0220/14 a.k
CERT.OFAUfN.N2B1DB ® sGDNT$ 7 a 22 PGT0128 B P.E.#58705
TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantities Required,(tor ail approved configurations on Sheets 2&3) Sill Height to Max.(+)DP
For comer astragal anchorage on 90•or 135'comer units,see sheet 11 (Water Infiltration Rating)
Table applies to all Glass types and Door Unit Height Sill Riser Height
(+)
eD• 84" ea' 96• Design OH LENGTH
the S088.7!8"DLO 73-7/e'
1e/Astragal types shown DLO 79.7/8"DLO 85-7/
(Flat or Box,see H
8'DLO Pressure,Psf =
below.Positive(+)DP may ba
Anc or Type Anchor Type AnehorType Anchorrype Sheet 17)
K
limited by Table 3A. Flush-1-1/2' see rate 3 w
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 = � OH RATIO?!1
Design Pressure + - + - + - + - Low-2-1/2' +46.67
24" 17' HeadlSill C4+1 1 C4+1 1 C4+1 I C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Medium-3-1/4" +60.0 O
DLO Jamb 8 I 81 8 I0 8 8 8 8 8 8 8 8 8 8 8 8 High-41 +90.0
P-hook 6+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 7+8 7+8 7+8 SEE NOTES 1-3
Design Pressure +90.0/-159.5 +90.0/450.3 +90.0/439.2 +90.0/-128
3, 23" FleadlSill C5+2 C5+2 CBt2 CB+2 C5+2 C5+2 C8+2 C8+2 C5+1 C5+1 C6+2 C8+2 C5+1 C5+1 C6+2108+2 OH LENGTH
DLO Jamb e 8 10 6 8 8 10 8 8 8 10 8 8 e 10 a OH RATIO=OH HEIGHT
P-hook 8+9 9+10 9+1D 9+10 8+9 9+10 910 9+10 8+8 8+10 9+111 9+10 8+9 9+10 9+1019+10, NOTES:
Design Pressure 1 90.0/-139.4 1 +90.0/430.9 1 +90.0/-120 +90.0/-110.8
29• Head/Sill C5+2 C5+2 CB+2 C8+2 C5+2 C5+2 C8+2 C6+2 C5+2 C5+2 CB+2 C8+2 C5+2 C5+2 C6+2 C6+2 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL.
38" DLO Jamb 8 8 10 8 8 8 10 8 8 8 10 8 8 8 10 8
P-hook 8+9 9+10 9+10 9+10 B+9 9+10 s+10 Al e+e 9+10 9+10 9+10 a+g 9+10 9+10 9+10 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN
Design Pressure +90.0/-125.5 +90.0/-117.6 +9ao/-107.3 +90.0/-98.7 USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"
35' HeedlSlll CS+2 C5+2 C8+2 C8+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 0+2 CB+2 C5+2 C5+2 CB+2 C8+2 SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).
IL 47 DLO Jamb e 8 10 B 8 8 10 B 8 8 10 8 8 a t0 8 SEE TABLE 3A.
P-hook 8+9 19+1019 9+10 8+9 8+10 9+10 9+10 11+8 9+10 9+111 9+10 8+9 9+10 9+10 9+10 _
E Design Pressure , +90.0/-115.7 +90.0/-108 +90.0/-9a2 +90.0/-90 3)4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
48, 41" Head/Sill C5+3 C5+3 C6+3 C6+3 C5+2 C5+2 C8+3 C6+3 C5+2 C5+2 C8+2 C6+2 C5+2 C5+2 Cg+2 C8+2 WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER
DLI Jamb e 8 10 '8 8 e 10 6 8 8 10 a 6 8 10 8 RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN
P-hook 8+9 19+1019+1019+10 8+9 9+1019+1019+10 6+9 9+t0 9+10 9+1D 8+919+1019+1019+10 TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG
Design Pressure +83/-83 +77.2/-77.2 +69.8/-69.8 +62.6/-62.6 COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE ADJACENT
47' HeadlSill C4+2 C4+2 C5+3 C5+3 C4+2 C4+2 (55+2 C5+2 C4+2 C4+2 C5+2 C5+2 C4+2 C4+2 C4+2 C4+2 DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DLO Jamb B 8 6 8 8 8 8 9 8 8 8 8 B 6 8 8
P-hoak 6+7 7+8 7+8 7+9 7+8 7+8 7+8 7+e 7+8 7+8 7+8 7+8 7+8 7+8 7+e 7+e 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND
Design Pressure +79.2/-79.2 +73.3/-73.3 +65/-66 - +58/-58
53• 1 HeadlSill C4+3 C4+3 C5+3 C5+3 C4+3 CA+3 C5+3 C5+3 C4+2 1 C4+2 1 C5+3 C5+3 C4+2 C4+2 C4+2 C4+2 EMBEDMENT INFORMATION,
DLO Jamb ti a 6 8 8 8 B 8 8 8 8 a 8 6 8 8
P-hook 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+B 7+8 7+8 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. REQUIRED.
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR
DLO WIDTH=NOM.PANEL WIDTH-7' PAIRS TO BE INSTALLED.
ODUC.f REVISED
DLO HEIGHT=DOOR UNIT HEIGHT-10.125" ec cue pIy{ae w•hk rl a
tfa,Qiaq Pndc
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" Accept aoce No
Eapireeiea pert_ to//moi•� _
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS.
Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135°Astragal Lockstile @ hKa@it+xlr,� t�
Assembly Straight Astragal Assembly 90"Astragal Assembly 135'Astragal
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStile
Heavy-duty Astragal Outside Corner Outside Inside
Corner Lorne
Inside
Inside Cor Corner Outside \, �a�•. ,r/((^
Corner 4.• F
Part#61(Stile) Part#62(Stile) Part#119(Out.) Part#61(Stile) }b' �'Jo S87(1 •'.•.r
Part#61(x2) Part#61 Part#61 Part#68(Astragal) Part#61 Part#118(Corner part#120(In.) Parts#31  Part#61 _ -
Receiver) (Corn.&Fxd Mount) -
AFF F
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omm . o� oia,t m X70 AiT$ 8 -22 n.ee PGT01Q8 B A.LYP.E.#NN 687 5 P.E.
JR OM 24"14 C92i.OFAIlnI' eiB
NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF.
SEE JAMB (7)P-HOOK ANCHORS, SEE'C6'CLUSTER
SPLICE REQUIRED@ (PERPENDICULAR TO GLASS SEE"CS"CLUSTER MAX.UNIT WIDTH SEE"C54 CLUSTER DETAILS, �DETAILS,SHEET 10
NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 DETAILS,SHEET 10 FOR REQUIRES"CB' SHEET 10 FOR INTERLOCK FOR ASTRAGAL
THIS F POCKETS AND INTERLOCK CLUSTER,SEE 24 MAX.D.C.
60"NOM.
SHEET SEE POCKET (8)P-HOOK -------- PANEL WIDTH DETAILS,SHEET 11
JAMB MOUNTING xx X X x xx, 6*MAX
INSTALLATION, ADAPTER 8"MAX x x x x X x x x
xx x x
HIS SHEET ANCHOR$MIDWAY
3"11M.
t. &SH
EET 14 BETWEEN P-HOOK
4 PAIRS OF
ANCHORS&AT3'
0x=FRAME x ANCHORS
FROM TOP& x.
ANCHORS (TOTAL 8
BOTTOM 14" 21"MAX ANCHORS)
4.051. -•18'MAX.TO OPENING MAX.D.C. 9 UNIT
7' 14"MAX.O.C. O.G.0 0=P-HOOK HEIGHT PER JAMB
EDGE OF POCKET SEE
1"- 0 ANCHORS x x (SEE JAMB
INSTALLATION
f DETAILS'Jc'&'Ke'. z DETAIL
SHEET 14&PART M 0=P-HOOK BELOW)
END PANEL � MOUNTING
\-ANCHORAGE DETAILS U'&K' 0
24"MAX. . 3'MAX. ADAPTER
(2 ANCHORS) SHEET 19 FOR 6MAX, ANCHORS
P-HOOK L------
X,
ANCHORS X X
ANCHORAGE END PANEL I I �1_�i- X X X END PANEL
, X, X X
/V ANCHORAGE _1� i xx V_ 8•MAK. ANCHORAGE(SEE
p �l X X, x
TCENTERLINE 8'MAX.,TYP. X' .+7xx X '+2"
(SEE SKETCH BELOW) -\---2- .ANCHORAGE SKETCH BELOW)
OF PANEL I ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
24"MAX. PANEL,2 TRACK,90'OUTSIDE CORNER—-pXX/XX0-EXT MOUNT POCKET 2.W
D.C. 160'x 96'NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SHEET 7}
f __4 �r-6" SPLICE NOTE:
I ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL
4 1 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 ANCHORS MAY BE ADDED
CENTERLINE
2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1 3 SHEETS 6-8:- AS NEEDED TO ALIGN THE
TmEXTERIOR HEAD OR SILL IF A SPLICE
60' OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM
NOM. INTERLOCK APPROPRIATE TABLES,SHEETS 6.8 AT EACH INTERLOCK AND STRAIGHT AND CORNER 21' OCCURS AT THE P-HOOK.
PANEL SEE*C5'CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE MAXO.C.
WIDTH --DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM. I HII
FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5.64" 0 coapl*9 wilyi tlw Florido,
L
/-'+2'ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR i f I 1 1`111 b.141ag Cok
ICLUSTER IS OVER ZV,OTHERWISE ANCHORS ARE NOT AccepTrruNo 4j
7-
3.5% REQUIRED AS PER THE FIGURE AT RIGHT: 6"MAX.
CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21-MAX.ANCHOR PAIR D.C.(JAMBS),14'MAX.ANCHOR
D.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE mmws" can"
OF PANEL 2 f 2-TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
+ GE ANCHOR PAIR
LCE R
NTE
•
OF PANEL
REQUIRES 2-ANCHORA SEE"C5"CLUSTER END PANEL
�all CENTERLINE CENTERLINE
6 CLUSTER,SEE C
T OF DETAILS,SHEET 10 ANCHORAGE
DETAILS, OF
4 051� AS 8.
.0511 1— 3.5'
ILS,SHEET I I INTERLOCK FORASTRAGAL TRAGAL (2 ANCHORS) MAX.
7 7 77 v z 11 7 7
i rvl,-eA z 44"11 4
k I I t ocal'i
Tzar-, z
CENTERLINE
EXTERIOR 2 ANCHORAGE--// CENTERLINE '+2*ANCHORAGE--/ CENTERLINE
OF PANEL 3 OF PANEL 4 OF PANEL 5
SEE z
r,4 FOR OTHER INTERMEDIATE ANCHORS
EOF
1070TCOHNOLOGYDRWE ANCHORAGE
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ASTRAGAL OR SPLICE LOCATION ASTRAGAL ASTRAGAL OR OR I (FOR SPLICE SPLICE LOCATION 6"DIAG. 2.04
INTERLOCK-►J--�IF NEEDED INTERLOCK, CONDITION,USE INTERLOCK IF NEEDED 2.04'
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE
1.75' EXTERIOR6"DIAG.
3.5" T' t 7,
3.5" 21"
1.75"
4"DIAG. 4"DIAG. MAX.
O.C. EXTERIOR
2.04" 2.04" g2.04" 1 LII
21"
5.64" MAX.
EXTTERR,IOR 3.5• 7" EXTERIOR 4"DIAG. 7, EXTERIOR 7" 3.5 O.C.
v LD
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL7" 6"MAX.
2-TRACK FRAME HEAD/SILL 5.64"
A ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK (c4I ASTRAGAL OR INTERLOCK t2-TRACK 1 1111 1 111[
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5') ANCHORS ARE REQUIRED,"C6') 8"MAX
ANCHOR PAIR
F4-TRACK
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR [_SPLICE LOCATION 6"DIAG. FRAME JAMB
K
INTERLOCK+--IF NEEDED INTERLOCCONDITION,USE INTERLOCK IF NEEDED2.04" EXT ANCHOR PAIR
CENTERLINE I CENTERLINE I C6"CLUSTER DETAIL) CENTERLINE 3 5,
3.5" 3.5" 7"
ANCHORS MAY BE INSTALLED
21" EITHER IN THE EXT.OR INT.
2.04" 4"DIAG. MAX. TRACK(INT.SHOWN)
4.06° 4.06" O.C.
III I-I IN
2.04"
5.64• NOTES:
1.EXTERIOR 7, Tf�� EXTERIOR 7"�4D EXTERIOR 3.5" A ALL DIMENSIONS SHOWN
J 1 ,11, 3.5" ARE BASED ON MIN.
v 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL 15 3-TRACK FRAME HEAD/SILL 6"Mme' ALLOWED.
Cal ASTRAGAL OR INTERLOCK A)ASTRAGAL OR INTERLOCK Cal 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,'CF) ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9.
FOR SPLICE FOR SPLICED
ASTRAGAL OR �SPLICE LOCATION ASTRAGAL OR II FOR SPLICE ASTRAGAL OR ( CONDITIONS ONLY: PHODUCtee REVISED
INTERLOCK--{ IF NEEDED INTERLOCK�i ( INTERLOCK CONDITION,DO NOT wieplyiey wilb IIIc ploddi
CONDITION,USE USE THIS DETAIL) SPLICE LOCATION Hr"Gi.9C ds
CENTERLINE i CENTERLINE I CENTERLINE Acfeplu4.N./,(-6"C6"CLUSTER DETAIL) IF NEEDED Eepksbe Dere L7/
—+� 1.75° —+" —r''
3.5, 3.5" 3.5" 7, 3.5"
2.04" 4"DIAG. 2.04' 4'DIAG.1 2.04"
2.04" 5.37"DIAG. "DIAG.
I IN. 4.06"
I 2.04"
4"DIAG.
EXTERIOR EXTERIOR T EXTERIOR 7" 3.5" 3.5" �'•�:: 'LI('cN.ti"•�<<t.'i,
V 4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEAD/SILL t% 4-TRACK FRAME HEAD/SILL
Cal.ASTRAGAL OR INTERLOCK c@ ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK f"'"5870, -_
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6")
ANCHORS ARE REQUIRED,"C4') ANCHORS ARE REQUIRED,'C5') WITH&WITHOUT SPLICE CONDITION 6/8• (6 :;'iCt
�1dp, 10707ECHNOLOG DRNE ANCHORAGE EXAMPLE CLUSTERS ;u<,. ...,....• .c:,.
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2.04" 2.04" INTERIOR 2.04" INTERIOR 2.04" NOTES:
INTERIOR QFT'
7" 1.ALL DIMENSIONS SHOWN
?4"DIAG. ?4" . 8.94" ARE BASED ON MINIMUM
6.12" 3.5" 3.5" ALLOWED.
NTERIOR INTEINTERIO INTERIOR 2.DETA
QUANTITYANDAND SPACLS DEPICT ING,9D° 3. " 1 ° EXTERIOR 1 ° AND WOULD BE IDENTICAL
EXTERIORR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
4" 3.5" 3 4" EXTERIOR "+1"ANCHOR
2.04" EXTERIOR 2.04" 2.04" EXTERIOR 4" 2.04^ 7"
EXTERIOR 8.94
90°CORNER 90°CORNER 135°CORNER 135°CORNER
2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENTERLINE
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER OF PANEL
ANCHORS ARE REQUIRED,"� ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C4" ANCHORS ARE REQUIRED,"CB")
4.08" _ "+2"ANCHOR
INTERIOR INTERIOR
EXTERIOR 4.06^
^+1"ANCHOR 2.04"
4' 7.41" 4"DIAG.
INTERIOR 3.5 INTERIOR
135° 3.5" I
�0° 7" CENTERLINE
3 EXTERIOR
3.5" OF PANEL
4.08" 4.08" "+3"ANCHOR
5.37'D AG. 5.37" AG. 7^
CENTERLINE
3.5° 4" 3.5"
4 OF PANEL 2.04 4"DIAG.
EXTERIOR EXTERIOR 7" 4' INTERIOR ON
"+2"ANCHOR 3.5"
7- ALL
90°CORNER 135°CORNER EXr�R VIEWS 7"
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL I�CENTERLINE
("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED L I OF PANEL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
INTERIOR 6.12" &LNTERIOR2.04"
2.04" 3.5" v wmplyieg with the W"
Nwiieg(^,ade
4" EXTERIOR CENTERLINE Aceepuece Ne /L-0615.0 3
INTERIOOF PANEL Eipirrloe Dete 4
INTERIOR 0° 3.5„ "+3"ANCHOR l I" `-L1`----sem
4" 7 .04" AtA1P . Card
G.
4.08"6.12" . 6.12" R
3.5" 4'2.04' 4"DIAG. 3.5'
EXTERIOR 7" EXTERIOR 4" CENTERLINE .�.+?.`>N.•i•• ;���i�
2.04" �OF PANEL .' L,GEPJ gg r7)
90°CORNER 135°CORNER {
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL - hlo.:i67IiG ��
("C8"ANCHOR CLUSTER REQUIRED ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) -
(3-TRACK SIMILAR)
w.WV. o.m a^.Yam: -'1'.. S:AT OFA
1070 TECHNOLOOYDRIVE ANCHORAGE,EX4MPLECLUSTERS
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� A.LYNN MILLER,P.E.
JR 07/10/14 U d d D7 CERT.OFAUiH M296 ® SODA70 NTS 11 °�22 PGTO128 B REA 58705
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
2-1/16"' 2-1/16" 2-1/16"• NOTES:
EXTERIOR 1 1/4" 1/4" 1/4" 1.ALL DIMENSIONS
a MAX. MAX. MAX. SHOWN ARE BASED
rSHIM EXTERIOR o SHIM EXTERIOR SHIM ON MIN.ALLOWED.
j 2.METAL OR WOOD
EMBEDMENT: T SUBSTRATES MAY BE
SEE TABLE A, J 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,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD `DIAGONAL O.C.
Aw WOOD INSTALLATION Bw WOOD INSTALLATION ` Cw METAL INSTALLATION MIN 4"(HEAD&SILL)
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 NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TABLE A,SHEET 1 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,SHEETNOTE 5, NOTE 5, THE METAL SUBSTRATE
1(1/4"MAX.)- SHEET 1 1 SHEET 1
(114"MAX.) - (1/4"MAX.)
EXTERIOR T EXTERIOR EXTERIORT EMBEDMENT:SEE
TABLE A,SHEET 1
a 2-1/16; a 2-1/16"' 2-1/16'.
EDGE DISTANCE:
EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
4e 2-TRACK INSTALLATION ACK TME SILL
WOD INSTALLATION w WOOD ME SILL fi�4 3-TRACK E SILL �MTL INSTALLATION
EMBEDMENT:
EMBEDMENT:SEE
TABLE A,SHEET 1
EMBEDMENT:SEE lROOUC r REVISED
TABLE A,SHEET 1 EDGE DISTANCE: lawdi^6plgwxh the Fb"fdh
SEE TABLE A, AecvW.. No d P .63
METAL TYP., 'L
EMBEDMENT:SEE � SHEET 1 Eapirmi.a oel�
TABLE A,SHEET 1 EDGE DISTANCE: NOTE 4 SHEEOT 1 >d �sl`
EDGE DISTANCE: O SEE TABLE A, 4 l
2X WOOD SEE TABLE A, 2X WOOD SHEET1 .
TYP.,SEE ANCHOR SHEET 1 TYP.,SEE ANCHOR
NOTE 3,SHEET 1 NOTE 3,SHEET1 2-1/16"'
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
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 I O E&TAABBLLE A,SHEET 1 EXTERIOR METAL BEYOND THE y LYNN X114 �;• '
1/4"MAX.SHIMFes- SUBSTRATE `` ��:' JOEtJS@ '•,?
1/4"MAX.SHIM FF- 1/4"MAX.SHIM I� P
`�� No.ifa 53705
2-TRACK FRAME JAMB 4a 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB y
WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION61 Luz
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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*SEESEE
ET 1
A,SHEET I6"' PER TABLE 2_1/18"• PER TABLE 2-1/16"• ON MIN.ALLOWED.
A,SHEET 1T A,SHEET 1
EXTERIOyr )
,';:••'. :: :>'. .;•.. ,. .� �.. .... MAX. MIN 4"(HEAD&SILL
SHIM OR 6"(JAMB)SEE
EMBEDMENT: 1/4' EXTERIORI 1/4' EXTERIOIR D&AILS,SHEETS
SEE TABLE A, MAX. MAX.SHEET1SHIM SHIM
PROPERLYTE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED1X CONCRETE ANCHOR TYP.,
WOOD BU ., HOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3,SHEET 1. TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1
da 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD E 4-TRACK FRAME HEAD
Ac CONCRETE INSTALLATION Be 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 5,SHEET NOTE 5, NOTE 5,
1(1/4"MAX.) SHEET 1� SHEET 1�
T (1/4"MAX.) - f (1l4"MAX.) - 1
1 1
EXTERIOR EXTERIOR EXTERIOR :•,
CONCRETE
2-1/16"' 2-1/16' 2-1/16.. PERTABLE
EDGE DISTANCE: CONCRETE EDGE DISTANCET. .,qA,SHEET1 CONCRETE EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET PER TABLE SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE , EMBEDMENT:SEE TABLE A,SHEET 1
2-TRACK FRAME SILL 6a 3-TRACK FRAME SILL 45Ehl 4-TRACK FRAME SILL
Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1
EMBEDMENT:SEE PRODUC rREVISED
TABLE A,SHEET 1 --I EDGE DISTANCE: --PW`f'ftdwnwid%
EDGE DISTANCE: SEE TABLE A, tmp.sin N.16-a 61 • 3
EMBEDMENT:SEE CONC./CMU ANCHOR SEE TABLE A,
PROPERLYSECURED T ED SHEET 1 eapirMioa Date 7 .9
1X WOOD BUCK TYP.,
TABLE A,SHEET 1 —~ TYP.,SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3,
PROPERLY SECURED EDGE DISTANCE: NOTES&TABLE A, SHEET 1 /0d•HC°°�
1X WOOD BUCK TYP., SEE TABLE A, SHEET 1 2-1118"'
SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR `:` 2-1/16"'
SHEET 1 TYP.,SEE ANCHOR
CONCJCMU ANCHOR 2-1/16"' PROPERLY SECURED NOTES&TABLE A,
1X WOOD BUCK TYP., SHEET 1
TYP.,SEE ANCHOR. CONCRETE
SEE ANCHOR NOTE 3, CONCRETE
NOTES&TABLE A, OR CMU I t •'.
SHEET 1 ;• OR CMU
OR CMU EXTERIOR SHEET I PER TABLEEXTERIOR AESH ET TABLE `pal�YiJhJ
EXTERIOR '� �` •.:
n I PER TABLE �1 A,SHEET 1 ��•.\\ccr;.^,� ''•.
V 1/4"MAX.SHIM � ' A,SHEET 1 1/ 1/4"MAX.SHIM
1/4"MAX,SHIM If y.; Na 513705
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CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION f Luz
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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 ANCHORTYP., INFILTRATION CONC,/CMU ILLUSTRATIVE
Oo o SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE
EMBEDMENT: &TABLE A,SHEET i 26 ANCHOR NOTES& TABLE A,SHEET 1 FOR
TABLE A,SHEET 1 ALL APPROVED
SEE TABLE A, (ALSO SEE TYP. SUBSTRATES.
SHEET 1 29 ILLUSTRATION,SHEET 9) 1-114"MIN.EDGE DISTANCE
EDGE DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3,TABLE A,SHEET 1 EMBEDMENT: 'D
SHEETS 6-8 FOR
P-HOOK MOUNTING REQUIRED P HOOK
SEE TABLE A. ;.' ,,'.t. AND P-HOOK
28 SHEET 1 ADAPTER CONC,/CMU
EXTERIOR MOUNTING ADAPTER
PHOOK WOOD ANCHOR TYP., J L ANCHOR TYP.,SEE
SEE ANCHOR NOTES V 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. A,SHEET 1 TABLE A,SHEET 1 (ALSO SEE TYP.
ILLUSTRATION,SHEET 9) EDGE DISTANCE ILLUSTRATION,SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS
PARTS#18,#20,#22 OR#24, Jc PARTS#18,#2D,#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 EMBEDMENT:SEE CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU
NOTE 4,SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE j
MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE ANCHOR NOTES&TABLE
A,SHEET 1
BEYOND THE METAL ANCHOR NOTES A,SHEET 1
SUBSTRATE 28 &TABLE A,SHEET 1 EMBEDMENT: "' " "'''' (ALSO SEE TYP. j
(ALSO SEE TYP. ILLUSTRATION,SHEET 9)
SEE TABLE A,
ILLUSTRATION, _ 28
SHEETI
EMBEDMENT: SHEET 9) w:.. PRODUCfREVWD
SEE TABLE A ED E DISTANCE:SEE ( eP �wnh theftorlds
u
SHEET 1 TABLE A,SHEET 1 1-1/4"MIN.EDGE DISTANCE Ace.Wwce no -0 2 .03 j
Ef�itMlr Onej
...........• _ IT tt
30 �
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU EXTERIOR
SEE ANCHOR NOTES3v ANCHOR TYP.,SEE V
&TABLE A,SHEET 1 ANCHOR NOTES&TABLE v
(ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693"MIN.
ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP.
EDGE DISTANCE
ILLUSTRATION,SHEET 9)
i
P-HOOK FOR USE WITH BOX SILL RISERS &Eh P-HOOK FOR USE WITH BOX SILL RISERS 0
Kw PARTS#19,#21,#23 OR#25, \ISC-J PARTS#19,#21,#23 OR#25,
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR ,,aC,•
•`CEN�F.'•.;•.n
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY y l•{o ,;87p5
aawer. o.a nwwnr os� l
10707ECNNOLCOYORNE ANCHORAGE DETAILS ' sT 'E
N.VENICF,FL 91773 ms inn•...... ���
7GUAFom Plw— le11}ae0.19o0 SERIES 670 ALUM.SGD-NON-IMPACTBr.
_ awswa¢ �'
SJR 071cb/14 a� CERT..OFAUTH.929 0 ® SGD670 NTaS 14 m 22 PGT0128 B P,E.n sa7os
I
i
I
CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX.UNIT WIDTH
MAX. NOM.PANEL WIDTH
DLO TYP.PER TABLES 1-3
HEADER DETAIL'A', WIDTH INTERIOR
SHEET 18;INSTALLATION Q
i
DETAILS'AW&'Ad,� EXTEwOR
SHEETS 12&13 �1
90° I
PANEL PANEL
PANEL TYPE TYPE PANEL CORNER DETAIL'N2',
TYPE as. AS' TYPE SHEET 19&CORNER
q 'K' ANCHORAGE SHEET 11
NOM. MAX.UNIT
MAX. 5 PANEL MAX. HEIGHT INTERLOCK DETAIL
PANEL WIDTH L DLO PER 'M',SHEET 19
HEIGHT SEE PER HEIGHT .TABLES EXTERIOR INTERIOR
NOTE 2 TABLES 1-3 1J
JAMB DETAIL'GT,SHEET
18;INSTALLATION DETAILS
XX X GW&'Gc',SHEETS 12&13 j
90°
SILL DETAIL'D',SHEET 187
INSTALLATION DETAILS EXAMPLE:90° INSIDE CORNER,4 PANELS-)0(/XX
'DW&'Dc',SHEETS 12&13
SILICONE
BY OTHERS
DLO WIDTH=NOM.PANEL WIDTH-7"
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
#8 X 1"
#10 X 1-1/2" PH SMS MORE Ir mylsw
PH SMS u wwpI*z-hk tM FbrY&
ft.,din{code
Ace"(""No &—OAC2"i•63
iipirelW D�rc�� .
DD,, Sl.r
�4[tl1>t+Ar cf raliYd
PANEL CORNER FRAME CORNER I
DETAIL DETAIL
NOTES: v LY:=/ '!•.
1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 6-8 FOR MAX. ��',• c;:�� •,�.
PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS.
2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. X8705
3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES, j
own I�r, S,n.T't or
1070 TECHNOLOGYDRAIE ANCHORAGE DETAILS/EXAMPLEELEVATIO '. .;•.F<ora;n+I•..•' 4"'
care w.+rare N.VSVICE,A.30276
SERIES 670 ALUM.SGD-NON-IMPACT
s°wnmse soya a.a' �+a� rer. A.LYNN MILLER P.E.
mar. was 0 .+ eeRT.OFAIlTiL 929M ® sans7o NTS 15 a 22 PGTO128 B P.E.#58705
JR 01/10/14
CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
M',SHEET 19 OPERABLE JAMB DETAIL'GT,SHEET 18;
'--,Y—INSTALLATION DETAILS'Gw'&'Gc',SHEETS 12&13
MAXHEADER DETAIL'A',SHEET 18; '
IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET DLO JAMB DETAIL-133%SHEET
SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'Aw&'Ac', WIDTH 18;INSTALLATION DETAILS
DETAILS'GW&'Gd, L2,SHEET 19. 'Anl&'Ac',SHEETS 12&113 SHEETS 12&13 TYP �'Gv/&'Ge,SHEETS 12&13
SHEETS 12&13 9U`
EXTE MR INTERIOR
PANEL PANEL PANEL PANEL INTERLOCK DETAIL
TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL
'R' L' 'D' 'A' TYPE TYPE TYPE TYPE M',SHEET 19
MAX. A, ICS, IOSI K MAX.
NOM. UNIT UNIT 90*L NOM. HEIGHT DETAILTNID SHEET CORNER9$
I WIDTH / HEIGHT
SID' SHEELL T / PANEL SEE TAPER BLES CORN RNCHORAGE
MAX. SEE TABLES MAX./ WIDTH TYP.
DLO HEET
PER NOTE 2, 1� 18' DLO PER NOTE 2,
TABLES 13 INSTALL 1-3 INTERIOR
90 o
HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1.3 SHEET 15
EXTERIOR
a a &Dc' '� NOM.PANEL
O X X X SHEETS 12 X a x WIDTH TYP.
( &13 , X x PER TABLES
L
1-3
MAX.UNIT WIDTH —�I I I MAX.UNIT WIDTH
SEE FRAME&
PANEL CORNER SILL DETAIL V,SHEET 18; MAX.UNIT WIDTH'
CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK 'DW&'Dc',SHEETS 12&13 EXAMPLE:90a OUTSIDE CORNER-XX/XX(2-TRACK)
JAMB DETAIL'11',SHEET 18;
ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'&
1 L2,SHEET 19: 1 INTERLOCK DETAIL'M',SHEET 19 'Id,SHEETS 12&13-
u HEADER DETAIL
—'-JAMB DETAIL'H2',SHEET P-HOOK DETAIL'J'&W,SHEET B',SHEET 18; ( 1 �i
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'12%SHEET 18;INSTALLATION HEADER DETAION SHEET
DETAILS'Bw'&'Bc', DETAILS'Iw'&'Ic',SHEETS 12&13 18;INSTALLATION DETAILS
Hnt&'Hc',SHEETS 12&13 Jc','Kw'&'Kc',SHEET 14 SHEETS 12&13 Cw&'Cc',SHEETS 12&13
MAX.UNIT WIDTH _-_ MAX.UNIT WIDTH —� PRODUCtReVISED
o�PMaY NiU ILe FTaflflD
_1 1wid,aa Cad.
PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL a enaeeno-11-�-0�62y�.u3
I TYPE TYPE TYPE TYPE E*slim 041—L[ 2m
TYPE TYPE TYPE TYPE Iw
R, L, M, F i M, F, F P' MAX.
' NOM. UNIT ���� 1Odnc! oahaY
MAX.UNIT PANMEL i / / PANEL / HEIGHT
HEIGHT WIDTH TYP. WIDTH TYP. PER
PER
TABLES MAX./ SEE PER I SEE MAX. PER TABLES
1-3 DLO NOTE 2, TABLES 1-3 i OTE 2, DLO TABLES 1-3 1-3
HEIGHT SHEET 15 H i SHEET 15 HEIGHT
X X X O _n.
_ I
EXAMPLE:OXXXp SILL DETAIL'E',SHEET181 EXAMPLE:XXXO SILL DETAIL'F',SHEET 18; ✓ +�
(3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS
EW&'Ec',SHEETS 12&13
FW&'Fc',SHEETS 12&13
w..aer om Xaw
1570 TECNNOLOGYDRlVE EXAMPLEELEVAT/ONS
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SERIES 670 ALUM.SGD-NON-IMPACT /e"•'�;l
(Ml)450•+e00 _
JR
a0 ® SGD-UO NTS 16 m 22 av,v PGT0128 B A LYNNMiL REN 58 05 KRE.
JR OTl1LY14 CERT.OFAUTN.R4BI86
PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER 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 35 RECEIVER 35 RECEIVER
90 RECEIVER
WIHANDLE WIHANDLE W/HANDLE Wl HANDLE VVIHANDLE W/HANDLE W/HANDLE WIHANDLE
TYPES out IN + �o #11B #11e #31 #31
6�1— #120 #'I #61 a. #81 � #81 #81 .
SINGLE
� F PP K L
INTERLOCK TR TQ TC TA TV TW
OUT
SINGLE
INTERLOCK B E P A C C IC SQ SC SA SV SW
IN Ieacour (eo)(N1
SFIXED
TILE RR R S S FD FC FV FW _
STILE � �g� ��,�,
LOCKSTILE
NDD M J J
Wl HALE
(eaX0V0 feOXIM
ASTRAGAL
BOX OUT L/�p PANEL NOTES:
} W/HANDLE (BOXOM 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL
~ ASTRAGAL N LEFT SIZES R DESIGN PRESSURE.
BOX IN INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
J WI HANDLE ("m PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
F- ASTRAGAL T U STILE �L EXTERIOR STILE AND ARE NOT AVAILABLE.
N BOX OUT v 3.90"ASTRAGALS TO USE HEAVY-DUTY STILES
(B=OM �OUO (#61),CORNER RECEIVER(#118)AND EITHER
I I PANEL'E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND
WSOXINASTRAGAL � T V APPLICABLE STILE/ASTRAGAL REQUIREMENTS. EXTERIOR(#119)OR INTERIOR(#120)CORNER
SOXIN ASTRAGALS.
J max1M 0aKw! 4.135*ASTRAGALS TO USE HEAVY-DUTY STILES
INT CORNER RT Cl
LOCKST LE (#61)AND CORNER ADDON(#31).
J WI HANDLE#120 232"
w EXT CORNER C SILL RISERS OPTIONS 232• �� '
Z W HANDLLOCKSTILE * QT QV
Q
W/HANDLE#119 —�{I+ .232' EXTERIOR EXTERIOR .062"
a EXT CORNER#G1 232' EXTERIOR I I .062" 4.055"
I'�i V T V V EXTa°R 1 I~ a
90 RECEIVER(( vv .062' 3.305'
W1 HANDLE #118 2.555" u mapbing PRODucrwiib Ik mdda
'%INT CORNER C 6a•6inE C"&
RECEIVER#81 AT AS DF
1.567".062" Accfpm,e Na -GG Z 167,
W/HANDLE � Eapirwln Dale
Ext CORNER #116 /'s SILL RISER FLAT' SILL RISER,FLAT SILL RISER,FLAT SILL RISER,FLAT
90 RECEIVER CF 16'FLUSH,1-1/2" 20 LOW,2-1/2" O MEDIUM,3-1/4" 24 HIGH,4" U--
EXT
.750'
EXT CORNER if31 ,750" EXTERIOR
135 RECEIVER VV VF
W!HANDLE � •750' .062'
INTCORNER #3r1 EXTERIOR EXTERIORI EXTERIOR ��
35 RECEIVER W T WS WF a-`j .906" a .062' a 4.055' .
/� 3.305'
W!HANDLE >�1 .062• 2.555' � 'I'•�'"
1.567°
SILL RISER.BOXI' 21 SILL RISER,BOX SILL RISER,BOX SILL RISER,BOX
19°FLUSH,1-1/2" LOW,2-1/2" 23 MEDIUM,3-1/4" 26 HIGH,4" idc•.SI i05
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6.8 0
1070TECHNOLOGYDRIVE PANEL
N.VENICE;F1312l6 ms �•�.`n,,,� .`/.'J
SERIES 670 ALUM.SGD-NON-IMPACT
a.wnnaee s� ert °"roN* p" A.LYNJ'MILLER,P.E.
SJR 02920114 CERT.CERT.or=Aun+.rzazae ® sGo-e7o NTS 17 �22 PGTO128 B P.E.#58705
ASSEMBLY DETAILS
106 FULL PANEL JAMB LENGTH
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
80 OR 67 105
LOCK PART 17
'o
JrMi.
FULL LILLF JAMB LENGTH 1a 75&107-17
5 G3 60 OR 61 5
E 16
G160 OR 61 2-TRACK JAMB
2-TRACK JAMB (SHOWN 5 SEE DETAIL G1
CLIP#105 WITH FOR FIXED
LONG W/RETAINER#106 OPERABLE 60 PANEL CLIP O8 707 Rio
IDSPAN (SHOWN WITHPANEL)FIXED PANEL TO LOCK PART SEE DETAIL G2
THE INTERIOR) •EXTERIOR 103 113 75 8107-110 103 FOR FIXED 5 103 BO OR 61
PANEL CLIP
EXTERIOR
V t5 5
14
112 18 17
4FULLTH G240 II EXTERIOR
/t10X 3/4" 2TRACK JAMB 2TRACK JAMB J_IEXTERIOR 1 yEXTERIOR60 OR 81 EXTERIOR
SMS,X 3CLIP#80 OR#105 51 52 W/SCREEN6"LONGW/RETAINER#123 3TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4TRACK JAMB
80 (SHOWN WITH H1 (SHOWN WITH H2 (SHOWNWITH 11 (SHOWNWITH I2 (SHOWNWITH
MIDSPANFIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR)
_FLEXTERIOR _FLEXTERIOR
2
112 1 3 4
45 5 113 5 113 5
52 51 B9 EXTERIOR 69 EXTERIOR
EXTERIOR 53 a a
a
2-TRACK W/SCREEN 3-TRACK E 4-TRACK MAX.UNIT
SHOWN WITH ®O FRAME HEAD HEIGHT PER P1t0D00r&EVIS6p
OPT.SCREEN �FRAMEHEAD FRAME HEAD oconplTbgwllYueFlarift
TRACK TABLES 1-3 b.*.x Code
AceWo—No ,'6-0,(2 .03
Eapv d-Doe
53 cmid
P72
69
69 �5
win
EXTERIOR EXTERIOR
52 51 R 73 a 72 OR 73 a 72 OR 73
46 11 113 9 10
11 11
48 47 p 8
113 113
EXTERIOR 112 5
2-TRACK W/SCREEN 3-TRACK 4-TRACK
FRAME SILL FRAME SILL FRAME SILL _` ✓
"ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES
1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. V` 6 6
o„K 1070TECMCLOGYMNE VERTICAL SECTION DETAILS (�.;•.
N.VEhI1CF�F191T75t� •'
SERIES 670 ALUM.SGD-NON-IMPACT
stir — a.wor+. w. A.LYNN MILLER,P.E.
^� o� LTtloO ��Y. SGD 670 NTS 18 m 22 PGTO128 B P.E.#58705
JR 0720/14 CERT'OFAM../28286
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 67 113 116
*ill
28 30 7
27 63 11 113
60 OR 61 62 111 63 BOOR 61
29 65
14
65EXTERIOR 111 52 90°
EXTERIOR
P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS EXTERIOR INTERIOR EXTERIOR n
®(EXT.OR INT.MOUNT) ®K 90°
EXT.MOUNT ONLY a a60
`J
LOCK PART 60 OR 61
103 LOCK PART 75 8 107-11
75 gK 07-1 103 75 8107-11 81 5 INTERLOCK
71 M
14
113 ,
6080 81 61 118 5
I I 11
EXTERIOR 113 �.yEXTERIOR 113
v 113 103 119 EXTERIOR 11 7
67 66
STANDARD ASTRAGAL#67 HEAVY-DUTY ASTRAGAL Eh 90'INSIDE
L1 WITH STANDARD STILES#60 �WITH HEAVY-DUTY STILES#61 N1 2-TRACK SHOWN 8 da90'OUTSIDE CORNER N2 2 TRACK SHOWN ER 'ITEM#81(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) 13,SHEETS 6-8 FOR DP
(PSF)ASSOCIATED WITH
•Q INTERIOR STILES.
31 LOCK PART PRODUC f REVISED
INTERIOR 758107-110 Axempbftx hb Fa*k
5 h w;.x code
135° 5 AecepcuceN. /6 OLZ. o3
4 INTERIOR EplreNr Due
�r�P net c«rd
7
135°
14 5 61 32
103
61
32 EXTERIOR 61
11 5
LOCK PART 103 61 Il-EXTERIOR 7
758107-110 31 v 14 E 135'INSIDE CORNER �t:��r._,:'�`6�l'�
02 2-TRACK SHOWN
®135°OUTSIDE CORNER
of 2-TRACK SHOWN
T Th c
Ll
SIV
1070 TECHNDLDOYDRNE HORIZONTAL SECTION DETAILS,CORNERS '
VEMCE,FL 31275 ..
aovm5r• rsnbbns •'i�•'�y� '1
re11p3a15oo SERIES 670 ALUM.SGD-NON-IMPACT �....
t» crime mt e.nwue.e
salt —
A.LYN�11hYILLER P.E.
JR 07/10/14 CERT.OFAIJTH.#20M ® SGD670 NTS 19 d 22 PGT0128 B. P.E.k 58705
Item PGT pGT# Description Item PGT PGT Description NOTES:
# Dry "# p # Dw .# 1)ALL ALUMINUM=6083-T6
1 17308 617306 2-TRACK HEAD 60 17325 617325 PANEL STILE
2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 61 17326 617326 PANEL STILE(HEAVY DUN) - 2)ITEMS#33-39,56-59,66,81,84-99,
3 17309 817309 3-TRACK HEAD 62 17327 817327 84TERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE
4 17312 617312 4-TRACK HEAD 63 1225 81P248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL.
5 17314 617314 FRAME SCREW COVER 64 1729 71728 SILL END WEATHERSTRIP PAD 3)USE OF#12 OR#13 REQUIRES
8 1 17317 617317 IFRAME HEADIJAMB SCREEN ADD-ON 65 17328 617328 INTERLOCK SCREW COVER MIN.#10 SMS OR 3116"MASONRY
7 17304 6173D4 2-TRACK SILL 67 17329 617329 ASTRAGAL ANCHORS @ 24"MAX.O.C.
8 17301 6173D1 2-TRACK SILL WITH SCREEN RAIL 68 17339 617339 HEAVY DUN ASTRAGAL
9 17307 617307 3-TRACK SILL r74
17324 617324 TOP 8 BOTTOM RAIL
10 17310 617310 4-TRACK SILL 1735D 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
11 17313' 617313 FRAME SILL TRACK INSERT 1695 71695 1-112"X 1"X 3/4"HIGH FIN SEAL DUST PLUGS
12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 8153 78153X TANDEM ST.STL.ROLLER ASSY.
13 17316 617318 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 8153 78153N TANDEM NYLON ROLLER ASSY.
14 17305 617305 2-TRACK JAMB SILICONE DOW-M,DOW-995 OR GE-7700
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 6185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE
16 17308 617308 3-TRACK JAMB 71032XIFPFX #10.32 X T FL.SS SCREW W/TYPE"F"TIP
17 17311 617311 4-TRACK JAMB 77 7103239 10-32 STEEL ZINC U-NUT
18 17322 617322 SILL RISER-FLAT,FLUSH,14/2' 78 17358 617358 3116&114"BEAD
19 17319 817319 SILL RISER-BOX FLUSH,1-1/2' 79 17357 617357 1'IG BEAD
20 17321 617321 SILL RISER-FLAT,LOW,2-1/2' 80 17359 617359 7/16"BEAD/FNED PANEL CLIP
21 17316 617318 SILL RISER-BOX LOW,2-112' 82 1224 1 6TP247K VINYL BULB WEATHERSTRIP
22 1 17355 617355 SILL RISER•FLAT,MEDIUM,3.1/4" 83 61745 1745 LOWE INC,112'X 1/16'SGL.SIDE ADH.TAPE,POLYETH.
23 17354 817354 SILL RISER-BOX MEDIUM,3-1/4' 100 8052 48052 ROLLER ADJ.HOLE PLUG
24 17323 817323 SILL RISER-FLAT,HIGH,4' 101 72087 JAMB BUMPER
25 17320 617320 SILL RISER-BOX HIGH,4" 102 1696 71888 DUST PLUG
26 17333 617333 POCKET P-HOOK 103 8166 78188X 1'KEEPER
27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 853 7SDKEEP SCREEN LOCK KEEPER
28 17334 617334 POCKET P-HOOK MOUNT 105 17344 617344 FIXED PANEL CLIP-6"LONG PRODUCr REVISED
29 17335 617335 P-HOOK COVER 106 17352 617352 FIXED PANEL RETAINER-9116' I.Wi.z 0Wyif'k si166e FInrW.
30 17348 617348 POCKET P-HOOK FOR BOX RISER r1l
1739 71739 HANDLE KrT-INTERIOR RAISED WITH THUMB TURN,USED WITH#75 4uwm2 U N
Ac�n..ce Nu/6-6Gzg•o3
31 17376 617378 135 CORNER 1740 71740 HANDLE Krr-RAISED EXTERIOR HANDLE,USED WITH#75 Eapiw6r
32 17378 817376 135 FIXED MOUNT 1731 78162SN HANDLE KIT-RECESSED INT.WITH THUMB TURN,USED WITH#75 L
ITEMS 40.53 ARE SCREEN PARTS: 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL,USED WITH#75
40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 710)34PPSDAX#10 X 3/4"PH.PN TEK-S.S.
41 7LOCKWGSK SCREEN LOCKSET 1235 87518 WSTP,.270 X.170-FIN SEAL
42 41818 SCREEN KEEPER SPACER SET 1712 64056 .187'X230'FINSEAL
43 8152 68152 SCREEN INTERLOCK ADAPTER 71OX115PPX 010 X 1-112'
44 4428 64428 SCREEN DOUBLE INTERLOCK 115 710XPPT #10 X 1"
45 4317 612258 SCREEN TOP RAIL 118 720XIX #14.20 X T S.S.
48 4318 612257 SCREEN BOTTOM RAIL 117 72OXI 12X #14.20 X 1-112'S.S.
47 1 668 7SRAZ ISTANDARD ROLLER 118 17336 817336 90 DEGREE CORNER RECEIVER
48 1 888 7SRAX STANDARD ROLLER-ST.STL 119 17337 617337 80 DEGREE OUTSIDE CORNER ASTRAGAL
49 4344 64344 SCREEN ASTRAGAL 120 17338 8117338 80 DEGREE INSIDE CORNERASTRAGAL
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 1 617352 IFIXED PANEL RETAINER 7/8'
51 1692 81692 SCREEN SPLINE-.165'
52 1694 61694 SCREEN SPLINE-AW
53 818181020 SCREEN CLOTH �\��`�
54 1725 112'X4'X1/18'SET.BLOCK,NEOPRENE 85+/S -
55 1728 1"X4'X 1116"SET.BLOCK,NEOPRENE 85+/S `4,'Y�`
r• r
Av
1omn:awotoorowvv
PARTS LIST r, `to<,tor:•' , '
Oro N.VM=FL 94175 1.e ^•�•l'":-]j( ,.-' '
?nFSERIES 670 ALUM.SGD-NON-IMPACT
[Ws a.a�+e o� a.rv.,�,at .u.e a.+vb A.LYNN MILLER,P.E.
JR 07!10/14 CERT OFAUIM029118 ® SGDA70 HITS 20 d 22 PGTO128 B P.E.#56705
8.562" 0.080" 1.36- 1,36"
1.872"
1.505"
LL-1 0,081" .
0.081" 2-TRACK HEAD 4-TRACK SILL 0.081" 0.062"
a SCREEN
(6063 T8 AL) (6063-TBAL) 40 S
6.198" 6.526" 6.198" 5.069" (6063-T6 AL)
0.089,
1q8V ]
e�SjCREEN
STILE$6-11 �E
1-1505"
i0.062'
0081, 2-TRACK HEAD Wt SCREEN TRACK !:T-n 03-TRACKSILL
SCREEN
(6063-76 AL) (6063-T6 AL) t< 2-TRACK JAMB @TOP RAIL
(6063T6-WL)
7.105" (6063-T6 AL)
6.221" 15 SCREEN TRACK
0.080' (6063-T6 AL) 1.36,
1.211. 1.505' 0.875"
1.316'
0.081" 1 -1
3-TRACK HEAD Og 2-TRACK SILL Wf SCREEN TRACK 0.062"
(6063-T6 AL) (6063-T6 AL) 0.081"
SCREEN
kZ/48 BOTTOM RAIL
9.142" {63 T6- 4.49.1 0.081,
0.080,
1.211" 1.605" 7.105"
FRovvc r REvism
0.081* - 4-TRACK HEAD A
E:Ctvl.wg
(6063-T6 AL) (6063-76 AL) glrr4o
1.514' 02-
.06 0.060"
0,760"
1.260, 0.j:2j��
1.516,
o ME HEADIJAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN
V-/ADD-ON SADD-ON isEND ADD-0N ,`` `•' "t'� 'r rri
to 3-TRACK JAMB
(6063-T6 AL) (6063-T6 AL)
(6063-T6 AL)
(6063-T6 AL)
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS -Z
SEE SHEET 17 FOR SILL RISERS. OR 311$"MASONRY OR 3/16*MASONRY f11".AV(A
ANCHORS @ 24-MAX.O.C. ANCHORS @ 24-MAX.O.C. (6063-T6 AL)
(cV(�fb,
EXTRUSIONS
N.VENICF,FL 37/5
SERIES 670 ALUM.SGD NON-IMPACT
JR OZ20114 CERr.OFAUMILMM NTS 21 22 A.LYM MILLER,P.E.
SGD470 10" t7 REX 58705
0.718" 0.83' 3.802"
0.752' � 3.802" i 2.304" 0.752"
TO
I 0.885"
0.574" 0.796" 1.163" L- --r�
0.062" � 0.080"
0.264" 0.075" 0.233" .062"
FRAME SILL P-HOOK MOUNTING P-HOOK SCREW
5 SCREW COVER (D
TRACK 26 P-HOOK 28 ADAPTOR 2g COVER 0.080" 30 P-HOOK FOR BOX RISER
(8063-T6 AL) 6063-T6 AL 6063 T6 AL) (6063-T6 AL)
(6063-T6 AL) (6063-T6 AL) ( ) ( ,
4"
.155" 4"
2.30" 1.488" 1.739" ►1
0.080" 1.600 0.133" 1.600 0.062°
0.830" 0.062" 1.303"
.080" 1.870" 1.888"
016" 3.125" � 0.325"
I1.974" 3.125" � 0.062"
2.44" - 11
INTERLOCK INTERLOCK
31 135°CORNER IS135°FIXED MOUNT so STANDARD STILE 5t HEAVY DUTY STILE62 85
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER
(6063-T6 AL) (6063-T6 AL)
3.979" � 3.979"
4.125"
1 645• 0.062" E1.204' .2 L9 1 050"I+ 1.050" 1.050" �+
0.075" 0.075" 1.645"
611" .8�O�4 -L
.04�
" I .045" -�I�-
4�- 3.25 I
0.125"" 0.281"
O67 STANDARD ASTRAGAL 58 HEAVY DUTY ASTRAGAL 8g TOPBOTTOM RAIL 79 GLAZING 3g 7/16"GLAZING 78 3116"&1/4"
(6063-T6 AL) O(6063-T6 AL) O(6063-T6 AL) O BEAD I.G. OBEAD,FIXED O GLAZING
(6063-T6 AL) PANEL CLIP BEAD
(6063-T6 AL) (6063-T6 AL) PROW REVISM
m�p1.003" I"W■s c"m �`�0
1.03"
4" E:pinifa ate lce 2'so
5.621" �
P0.757" r 0.080 �SL .LL.-
0.050"
1L & e
105 FIXED 0.709"
PANEL CLIP 2.893" 0.133" 0.133"
PANE T6 AL) 1.498" 1.498"
0.080"
.550" -Vf
0.883
FIXED PANEL 5.621"
0.709" 123
RETAINER,7/8" 120 90°INSIDE CORNER ASTRAGAL Y�
0.080" •-- 4 (6063-T6 AL) 2.826° tt9 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) !`.•'spar
FIXED PANEL ttg 90°INSIDEIOUTSIDE (6063-T6 AL) _
_ Nc.1;2,115
tog RETAINER,9/16° CORNER RECEIVER
(6063-T6 AL) (6063-T6 AL)
R W. oed: R..m�m• o. '~ ""Slr -g�� .i'..
1070 TECHNOIAOYORIVEFff.
EXTRUSIONS `%t<;• �r.tr„�r;.••• �-.:'
01r N.VENICE FL 3075ir: .•. . 9
om SERIES 670 ALUM.SGD-NON-IMPACT .`''
/ea+y+s0+soo
rJmee oxr -.. cv".�mw ROY A.LYNN MILLER,P.E.
JR 07120/14 CERT.OFAUTH.Y182BB 860-870 NTS M" °� "�" PGT0128 B P.E.q 58705