HomeMy WebLinkAboutNotice of Acceptance (2) MIAMI-D:5 MIAMI-DARE COUNTY
® PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AN R) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATI DIViRiBEEI T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPT CE NOA www.miamidade.gov/economy.
PGT Industries,Inc. J A N 14 `` �J
1070 Technology Drive
North Venice,FL 34275 ST. Lucie County, Permitting
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(AHD).
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 acv/90°& 135°corners—L.M.I.
APPROVAL DOCUMENT: Drawing No. PGT0130,titled"Series 770 Ahern. SGD- LM Impact", sheets
1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, 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
0 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.
LUThis NOA revises NOA#16-0629.06 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.
OR mss. NOA No.17-0420.12
MIAMI•DADE COUNTY (� Expiration Date: February 17,2020
f til F7 Approval Date: September 28,2017
Page 1
PGT Industries,Inc.
NOTICE 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 C dated 04/05/17, 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, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega,P.E.
(Submitted under NOA No. 16-0629.06)
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)Air Infiltration Test,per TAS 202-94
2)Uniform Static Air Pressure Test,Loading per-TAS 202-94
3)Water Resistance Test,per TAS 202-94,
4)Forced Entry Test per FBC 2411.3.2.1 and TAS202-94.
5) Large Missile Impact Test,per TAS 201-94
6) Cyclic Wind Pressure Loading,per TAS 203-94
along with marked-up drawings and installation diagram of aluminum Sliding Glass
Doors,prepared by Fenestration Testing Laboratory, Inc., Test Report 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 dated
08/10/09, all signed and sealed by Julio Gonzales,P.E.
Note: The test reports No. FTL 5980,FTL 6001 and FTL 6015 have been revised
and reissued on 12/29/09, signed and sealed by Julio Gonzales,
(Submitted underNOA_No. 09-0826.10)
Jorge M.PIasencia,P.E.
Product Control Unit Supervisor
NOA No.17-0420.12
Expiration Date: February 17,2020
Approval Date: September 28,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
S. 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-5th
Edition (2014) and FBC-6`Edition (2017), dated 04/18/17 and revised on 08/10/17,
prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
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. 16-1117.01 issued to Kuraray America,Inc.for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17,
expiring on 07/08/19.
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. Statement letter of conformance with FSC-51h Edition (2014) and FBC-611' Edition
(2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
G. OTHERS
1. Notice of Acceptance No. 16-0629.06,issued to PGT Industries, Inc. for their Series
"SGD-770"Aluminum Sliding Glass Doors w/900 &135° corners-L.M.I. approved
on 08/04/16 and expiring on 02/17/20.
Jorge M.Plasencia,P.E.
P4duct Control Unit Supervisor
NOA No.17-0420.12
Expiration Date: February 17,2020
Approval Date: September 28,2017
E-2
TABLE A:
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Anchor Frame Min.Edge Min,O.C, Min.
0 o Group Anchor Type Mambor Substrate Dlslance Distance E2edmenter
INCLUDING POCKETS & 900/1350 CORNERS Melal Thickness
#12 18.8 SMS, Southern Pine(SG•0.55) 9116° 718" 1-3(8"
GENERAL NOTES (Fy=80 ksi,Fu=95 ksi) All 6063-T5 Aluminum 318" 9116' 0.090'
I GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5, #12 a10 SS SMS, A36 Steel 3/8' 9/16" 0.650"
2 DESIGN PRESSURES: A (Fy-90 ksi,Fu'110 ksi) Gr.33 Steel Stud 3/6" 9116" 0.046'(18 Ge)
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. All Concrete min.2.22 ksl) 1-112' V. 1-318,
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 114"Elco Aggre-GatorO Jamb/P-hook Filled Black ASTM C90 2" 3" 2"
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. Fy=57 ksi,F„=96 ksi Jamb/P-hook Hallow Block ASTM C90 2" 3" 1.1/4"
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS All_ Southern Pine SG 0,6§1 1" 1" 1.3'6"
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO #12 steel SMS(Gr.5) Southern Pine(SG=0,55) 9118° 718" 8
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE B (min.00 threads beyond All 6083-TS Aluminum 318" 9116" 0.090"
CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. metal substrate) A36 Steel 316'• 9116" 0.050"
_ Gr.33 Steel Stud 3/B" 9116' 0.045"(18 Ga
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 114'Elco UltmCan® All Concrete(min.2.85 Rol) 1' 4' 1-3(6"
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH C FY-155 ksi,Fa=177 ksi Jamb/P-hook Hollow Block(ASTM C90) 1' 6" 1-1/4'
NARROW JOINT SEALANT. All Concrete(min.2.85 ksi 2.1/2"
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOWS,ANSI/AF&PA NDS FOR 114"Elco UltraConQ
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. Fy=155 ksi,Fc=177 ksi Jamb/P•hook Filled Block ASTM C90 2-t/2" 4" t-314"
Jamb/P-hook Hollow Block ASTM C90 2-112" 6" 1-114"
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE D Head/Bill Concrete min.3.35 ksi 1" 4' 1-aN"
CURRENT FLORIDA BUILDING CODE,INCLUDING THE.HIGH VELOCITY HURRICANE ZONE(HVHZ). 1l4"410 SS Eleo CreleFlex® Jamb/P•hook concrete min.3.35 ksi) 1" 6" 1-014"
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER Fy=127.4 ksi,Fa=189.7 ksi Jamb I P hook Hollow Block ASTM C90 2-112" 6^
CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. 6I All I Southern Pine SG=0.55 1" 1" i3/a"
9)TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE,
FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL.
2)ALL ANCHOR HEAD TYPES ARE APPLICABLE.
3)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY a 33 KSI.
4)FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
TABLE B.SEE DETAILS ON SHEETS 4&5 5)ANCHORS MUST BE OF SUFFICIENT LENGTH SOTHAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE,
Glass Description(Listed from Exterior to Interior)
TYPO ANCHOR NOTES
G3 7116'Laminated:(2)Lites of3fi6"HS Glass Wlh.OW PVB intedayer 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY
G3A 19116w Laminated:(2)Lites of U4'HS Glass with.090'PVB Interlayer MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE
G4 7/16'Laminated:(2)Liles ofS/18'HS Glaaa with.090'SG Interlayer DISTANCE AND SUBSTRATE REQUIREMENTS.
G4A 9116'Laminated:(2)Utes of 114"HS Glass with,090'SO Iniedayer
G5 lim Laminated I.G.:3116"TExtedor Cop+316"Alr Space+7116°Laminated;(2)Utes of 3116°HS Glass with.090°PVB Iniedayer 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET.
G5A 1"Lam1nated l.G.:114"TExtedor Cap+5116'Airspace+7116'Laminated;(2)Likes of3/1S'HS Glass with.OW PVB Wedayer PRODUCT REVISED
GS t°I eminaled I.G.:359'T ExicdorCap+316°Airspace+7116 Laminated;(2)otos at318 HS Glass Wth.090'SG Intedayer 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK. as eompi Ing with the Florida
G6A T Laminated I.G.:114"TExlcdorCap+5116'AlrSpace 4 7116'laminated;(2)Utes of3119'HS Glass wim.090'SG Interlayer PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS NOA BuiliNo. ode 17-0420.12
G7 7116 Laminated:(2)Ldcsof3118"ANNGlasswth.090 SG In INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS
G7A 9(16"Laminated:(2)Liles of VM'ANN Glass with.090"SG Interlayer DEPICTED AS 2X ARE 1-112"TI 11CK OR GREATER.1X AND 2X BUCKS Expiration Data 02117/2020
HEN USED SHALL BE DESIGNED TO PROPERLY TRANSFER
GB V Laminated I.G,:3116'TExtedor Cep+318'Air Space+7116'Laminated;(2)Utes of 3116"ANN Glass with.090•SG Interlayer ) By -�
GOA 1'Laminated I.G.;1/4"TExtedor Cap+5116'Airspace+7116'Laminated;(2)Utes of 3f16'ANN Glass with.090'SG Intsdayer LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS Miami- t e Product control
'ANN'=ANNEALED THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
"HS"=HEAT STRENGTHENED RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL.
'T'=TEMPERED GENERAL NOTES.............1
"PVB"=.090'TROSIFOLO®B BY KURARAY AMERICA,INC, EXAMPLE CONFIGS..........2.3 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS
"SG-=.090°SBNTRYGLAS BY KURARAY AMERICA,INC. REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
GLAZING DETAILS............4,5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
ANCHORAGE.....................6-14
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURES.......6-8 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS
SEE TABLES 1,2&3 ON RATED FOR LARGE&SMALL INSTALL DETAILS..............12-14 NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,
SHEETS 0,7&8 MISSILE IMPACT RESISTANCE ELEVATIONS.....................15,16 MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY \ Y LYN&
PANEL l SILL TYPES.........17 0............4 ,
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO �1,•'' ttCENpF•,! i
CODES/STANDARDS USED: CROSS SECTIONS............18,19
THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF
•2017 FLORIDA BUILDING CODE FBC),6TH EDITION PARTS LIST.......................20 Y
SUBSTRATE IS WOOD.30#FELT PAPER OR MASTIC IS REQUIRED ={r; N0.58705
•2014 FLORIDA BUILDING CODE(FBC),57H EDITION EXTRUSIONS....................21,22 _ ;� �•
•ASTM E1300-09 BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED
•ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION BY THE AUTHORITY HAVING JURISDICTION. pp
•ALUMINUM DESIGN MANUAL,ADM-2015 ��Q-•- y i 0���
:A 61 SIOO-12 1070 TECNNOLOGYDRIVE °i1OI'°0"' ..�c� F" TE F
•AIsc36o-10 N.VENICE,FL 3027E GENERAL NOTES AND MAP C" (ORIDP,.•''�C,�`
(941)4804600 �.,Ssy
6y. mm: CERT.OFAUTH.#21 SERIES 770 ALUM.SGD-LM IMPACT 7''TONAL tEN`�
JR 04/05/17 C UPDATED 70 FBC 2017,REVISED TABLES 1,2,3&A �,., gap; s w,.4vµ, Rn:
cw^nnaRromtr ® A.LYNN MILLER,P.E.
maws sr wm: cn.4mes.cam: rrrrurousrrurs,wc SGD-770 NTS 1 a 22 PGTO130 C P.EY.58705.
JR 10/fONq ALL RIGIrra REGEJIVfO
EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES:
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMS
MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION.
EXAMPLE:4-PANEL)O(XX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH w 0 NOM.PANEL WIDTH PXXXXP,pXXXX OR XYXXp.OXXX IN POCKET CONFIGURATION
PER TABLES 1-3 PER TABLES 1-3 CAN BE OXXXp.
BIL EAS
L
CONFIGURATION
A70N
�Tl L TI BE
ON CAN
CONFIGURATION
2)90-&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
14w-yj-cl\ OF ANY 2 STRAIGHT CONFIGURATIONS.
IoW
MAX UNIT f i MAX
3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
I a i IR,
MAX.UNIT
UNIT Z/,
HEIGHT HEIGHT
PER TABLES 1-3 f PER TABLES 1-3
"X'=OPERABLE PANEL,
"0"=INOPERABLE PANEL,
POCKET POCKET 'P"=POCKET r—DETAIL LETTER
w.=WOOD OR METAL INSTALLATION
13 2-PANEL CONCRETE INSTALLATION
CONFIGURATIONS CONFIGURATIONS 1 c
[—SHEET NUMBER
-MAX UNIT WIDTH
MAX.UNIT WIDTH DLO WIDTH-NOM.PANEL WIDTH-7"
NOM.PANEL WIDTHNOM.PANEL WIDTH a c
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
w
PER TABLES 1-3 PER TABLES 1-3 1 3 1zf3 1 3 PANEL HEIGHT=DOOR UNIT HEIGHT-1.886"
ani Ox
0 13 19 19 1 Jw 14 1
MAX.UNIT n 19 1s 1w 1a i o a o MAX.UNIT a ig
9
3 N63 HEIGHT
HEIGHT 1�',-I PER 19 a
PER TABLES 1-3 IC zi, TABLES I.3
POCKET POCKET
L— L--r,
-t'r—
I
3-PANEL CONFIGURATIONS: 4-PANEL CONFIGURATIONS PRODUCT REVISED
aS COng CMPIA119 With the Florida
Buod.
17-0420.12
MAX.UNIT WIDTH MAX.UNIT WIDTH Expiration Date 02/17/2020
NOM.PANEL WIDTH c w NOM.PANEL WIDTH 0y1_G
LE, 3 12 -3 1 3
PER TABLES 1-3 PER TABLES I Central
F Al
1 Jo f 3-I"--
3 1 9 19 MAX.UNIT
2
MAX.UNIT 1 HEIGHT 111, SEE
NOTE
HEIGHT �Q: PER 0 9 19 i . 2,THTS
PER TABLES 1-3
TABLES 1-3 SHEET.
POCKE
P.C.T
E
-
5-PANEL CONFIGURATIONS No
2 12 TYP.
YP.
(OUTSIDE CORN R SHOWN,
INSIDE CORNER SIMILAR)
tt)
WO TECHNOLOGYDMVE ---w- 4v-Z*
NvEHrcE,PL 34278 EXAMPLE CONFIGURATIONSOP
ID9007 I NO CHANGES THIS SHEEr. CERT. �ERIES 770 ALUM.SGQ LM IMPACT
cn . Dara co, A.LYNN MILLER P.E.
C' PEA 58705
JR IT110114 SOD-770 �G]10130
EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES:
MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
355-7/16"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
300-1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION.
NOM.PANEL WIDTH 1w A3 w 73 1 3 EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
s`r jc i CAN BE OXXXp.
Jc
Jw I
19 19 1s s 1 14 i 2)90°&135"CORNER CONFIGURATIONS CAN BE A COMBINATION
° 9 1 19 14 w° OF ANY 2 STRAIGHT CONFIGURATIONS.
13
UNI
1
MHEIGHT,T 1 7 e 9 19 19 to i C w 3)FOR NOM.PANEL WIDTH,SEE TABLES 13.
96"OR 120" /
L a¢ "X"=OPERABLE PANEL,
PocKET j � "O"=INOPERABLE PANEL,
"p"=POCKET
6-PANEL CONFIGURATIONS
3 1 1 3 DETAIL LETTER
MAX.UNIT WIDTHxx..✓�'=WOOD OR METAL INSTALLATION
® "c'=CONCRETE INSTALLATION
NOM.PANEL WIDTH v c 3 2 13cc SHEET NUMBER
12 13 1 1
PER TABLES 1-3
-sir---�
C J Jc i DLO WIDTH=NOM.PANEL WIDTH-7"
3 19 19 1s to 14 14 i a DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
c 1 19 i�'� PANEL HEIGHT=DOOR UNIT,HEIGHT
79 19 9 79 �I / 14 1 ioao ,
11 N
MAX.UNIT
12 13 9 s 19 19 1 1
PER TABLES 1-3
$ w
POCKET �
7-PANEL CONFIGURATIONS D PRODUCT REVISED
1 1 13 13 as compiling with the Florida
Building Code
NOA-No. 17.0420.12
MAX.UNIT WIDTH Expiration Dato02/1712020
NOM.PANEL WIDTH Ac ac c By —
LL
2 1 2 13 12 13 Miand-137product control-
PER
ontro-PER TABLES 1-3
Jw Jc I
13 19 19 1 19 19 1 1 I
c c 1�>
13ral
19 19 19 19 1 to a q
c 1Zav
MHEIGHTT 1 13 19 79 9 19 19 / jaw
PER TABLES 1-3 I
l 1O�w �7111uurr!
JPOCKETJ rn �P��.•' y10ENs���(��
8-PANEL CONFIGURATIONS W - c x; No.68705 =
13 2 3 =
T'•,
1070TEC YURNE EXAMPLE CONFIGURATIONS '•F4�R1D?•,,••'
N VENICEICE,,FL FL 34276
IsOFAI171699 SER
a"rmur. oars rro CERT.OFAUTH.g19298 SER/ES770ALUM.SGD-LM IMPACT �rrrr„11111``
JR 04/05H 7 C NO CHANGES THIS SHEET cowwo9ro�slr s'a°"Ffa°� som a"p4h o."car+. "°” A.LYNN MILLER,P.E.
im sr oaro: cnocx.4e veto: !�+*�ssn+�'s•!'� ® SGa7To NTS 3 a 22 PGT0130 C P.E.958795
JR 10/10/14 utwmrtsnesc6ye°
I
GLAZING DETAILS(G3, G3A, G4, G4A, G5&G5A)
7/16"NOM. 7/16°NOM. 1"NOM.
3116"HS GLASS--\ 3/16"HS GLASS--\ 3116"HS GLASS
.090"PVB
.090"PVB 090"SG 3116"HS GLASS
3/16"HS GLASS 74 3/16"HS GLASS 74 3/8"AIR SPACE 74
3/16"T GLASS
82 82
lb 83
EXTERIOR 3GLASS OM. EXTERIOR 3GLASS
124.127 314°NOM.
BITE `3 BITE GLASS
BITE
EXTERIOR
80 80
79
54 54
55
7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5
9/16"NOM. 9116"NOM. 1"NOM.
3/16"HS GLASS
1/4"HS GLASS 1/4"HS GLASS .090"PVB
.090"PVB .090"SG 3116"HS GLASS
114"HS GLASS 7a 114"HS GLASS 74 5/16"AIR SPACE 74
114"T GLASS PRODUCT REVISED
82 82 83 Bu with the Florida
3!4"NOM. Co
314"NOM. NOA-No.complying 17-0420.12
EXTERIOR EXTERIOR 3/4"NOM.
GLASS GLASS 124-127 GLASS Expiration Date 02l17/2020
BITE a BITE BITE BY /
EXTERIOR Miaml-De rodoot Control
. 81 81
79
54 54 55
I
9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A
Iu
SONY LYNN
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GLAZING NOTES: No,58705 =
"ANN"=ANNEALED _ 0 Cu
"HS"=HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS.
T"=TEMPERED ='AO'. �0 . �® fO N.VE HNOLO94275V E •T S ��(/;
"PVB"_,090"TROSIFOL PVB BY KURARAY AMERICA,INC. GLAZING DETAILS ' t� '•.,,<oRIOP•,• ?
"SG"=.090"SENTRYGLAS®BYKURARAY AMERICA,INC. (041)480-1600 t�G\`��
rsw"4er o•c ",n",: CERT.OFAUTH.§"280 SERIES 770 AL UM.SGD-LM IMPACT �,'�NAL E�,��`
JR 04/05/17 C NO CHANGES THIS SHEET ,. sn«e n.,:
covfwo,noacn A.LYN{f MILLVR,P.E.
770 NTS
vor ® 500- 4 -22 C P.E.A 58705
JR 10/10/14 nrm.um w.
INDUS %= PGT0130
au niomsntsEAVEa
GLAZING DETAILS (G6, G6A, G7, G7A, G8 &G8A)
1"NOM. 7/16"NOM. 1"NOM.
3116"HS GLASS 3116"ANN GLASS--\ 3/16"ANN GLASS
.090"SG .090"SG
3/16"HS GLASS 090"SG 3116"ANN GLASS
3/8"AIR SPACE 74 3/16"ANN GLASS 74 3/8"AIR SPACE 74
3/16"T GLASS 3/16"T GLASS
— 82
83
83
EXTERIOR 3/4"NOM. 3/4"NOM.
3/4"NOM. GLASS ,24-127
124.127 GLASS BITE y GLASS
> BITE EXTERIOR BITE
EXTERIOR 000 ,(t-1
G7 80 VV�� 79
79
54 55
55
1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8
1"NOM. 9116"NOM. 1"NOW
31`16"HS GLASS 3/16"ANN GLASS
1/4"ANN GLASS
.090"SG .090"SG
3/16"HS GLASS .090"SG 3116"ANN GLASS
5/16"AIR SPACE 74 1/4"ANN GLASS 74 5116"AIR SPACE— 74
1/4"T GLASS 1/4"T GLASS PRODUCT REVISED
82 as complying with the Fimida
83 83 Building Code
314"NOM. NOA-No. 17.0420.12
3/4"NOM. EXTERIOR { 3/4"NOM.
124127 GLASS GLASS 124-127 GLASS Expiration Date 02/17/2020 I
BITE
BITE BITE By
EXTERIOR Mlaml-Da Product Control
' EXTERIOR
(11
79 79
54
55 55
1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A
:�\a� 1.10ENSF Y
sf ;' No.58705 _
GLAZING NOTES: _
"ANN"=ANNEALED Q
"HS"=HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. Op`
"T'=TEMPERED ® 1070TECHNOLOOYORIVE °"°� °
"PVB'=.090'TROSIFOL PVB BY KURARAY AMERICA,INC. N.vENtc> FL 242 GLAZING DETAILS '.;�5 '•�ORIDP,•'��`�
"SG"=.090"SENTRYGLAS�13YKURARAYAMERICA,INC. 041)400.1000 �, �'r!S/ANAL ENG�\
R.Kem: O"tc s" CERT.OFAUIH.#29290 SERIES 770 ALUM.SGD-LM IMPACT '11 i i i l I I I"`
JR 04/05/17 C NOCHANOESWISSHEET. s"rexaae em"� ev.r. c,."vyxn a".:
copmicarormr A.LYNN MILLER,RE
Oma . oero: cnwma"r. onro: varaauxxu"v_ ® SOD-770 NTS 5 =122 PGTOf30 C P.E.058705
•JR 10/!0/,4 at wcwsw;suevrn
TABLE 1: TABLE IA:
Design Pressure(DP)and Anchor Quantities Required, Maximum DP for all sizes: Sill Height to Max.(+)DP
(for all approved configurations on Sheets 2&3) +60 1-60 psf (Water Infiltration Rating)
For comer astragal anchorage on 90'or 135'comer units,see sheet 11 (May be limited by Table 1A) Sill Riser Height
Door Unit Height (Flat or Bax,see (+)Doslgn
Table applies to Glass Types 3, gp• 84" 90° 98" Sheet 17) Pressure,psf
3A,5,5A,7,7A,8&8A andFlush-1-117' see note 3
the Slile/Astragal Types shown 69-718"DLO 73.716"DLO 79-718"DLO 857/8'DLO Low-2-112"
+46.67
Anchor Group Anchor Group Anchor Group Anchor Group �
below. Medium-3-1/4"
A B C D A B C D A B C D A 8 C D High_4" +60.0
17" He Sill C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 04+1 +1F7+
C4+1 C4+1 C4+1 C4+1 LA-71SEE NOTES 1-3 '
24" D O Jamh 8 a a 8 8 8 8 0 8 88+7 6+7 8+7 6+7 7+87+9 7+8 7+9 7+8 7+8 7+8 7+B 7+6 7+8 7+8Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
30" DLO Jamb 8 8 8 8 8 8 8 8 8 8 a 8 8 8 8
P-hook 6+7 6+7 a+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
36" DLO Jamb 8 8 8 8 8• 8 a 8 a 6 a 8 8 8 aP-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+6 1 7+8 OH LENGTH F-�—
HeadfSill C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1 C4+1 C4+1 C4+1 C4+1 1 C4+1 1 C4+1 C4+1 C4+1 C4+1 C4+1
42" DLO Jamb 8 8 8 6 8 9 8 8 8 8 6 8 8 8 8 6
z P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+5 7+8 7+0 7+8 7+8 7+6 7+8 7+8 7+8 7+8
4i" HeadfSll 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 S O OH RATIO 1
48° DLO Jamb 6 B 8 a 8 8 8 8 0 6 8 B 10 B 8 8 =' ❑
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7t6 7+B 7+8 7+8 7+8 7+6 7+g 7+8 7+8 O
FOR EXAMPLE ON USING TABLE,SEE SHEET 8. A
OH RATIO=OH LENGTH
NOTES: OH HEIGHT
1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"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 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH=
TABLE 1A. NOM.PANEL WIDTH-7"
3)4',3-1/4-AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= PRODUCT REVISED
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" S= 1alyn9 with the Florlda
ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. NUOANo .code 17-0420.12
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT=
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866" Expiration Dato 02/17/2020
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
Mlnml-Da roduct Control
Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @
Assembly Straight Astragal Assembly 90*Astragal Assembly 135'Astragal
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Standard Astragal OutsideComer Outside Inside Corner Corner
a--r� .......Li
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till
Inside .�`� ,• 7fj 7�i
Garner Outside t1 •'• t.ICENSF••�(��;
Inside Corner Corner P•' (�
Part U61(Stile) Part U61(Stile) i4•r1 No.58705 •
Part#60(Stile) Part#119(Out.)
Part#60(x2) Part 1160 Part#60 Part#67(Astragal) Part#60 Part 0118(Corner Part#120(In.) Parts#31  Part#61
Receiver) (Corn.&Fxd Mount) 7,
TA
1070TECHNOLOGYOWVE Dtl10p°°`' % •' 10
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H VENICE,1)80 5027a DPANDANCHORAGE �� S�ONAL
R1
m� wwronF CERT.OFAUIH.629206 SERIES 770 ALUM.SGD-LM IMPACT 77/r 1111111%
JR 04Po5/17 C REVISED TABLE 1. covrwo�rromrr *b°ak s^eie °r'dipAtl "°" A.LYNN MILLER P.E.
w.rmq:ma: oam: rarwnusrwca we ® SG0.770 NT$ 6 d 22 PGT0130 C REP 58705
JR 10110114 ^r+R•'c�T o+l'ED
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TABLE 2:
Design Pressure(DP)and Anchor Quantities Required,(for all approved confiburations on Sheets 2&3) Maximum DP for all sizes:+601.60
For corner astragal anchorage on 90"or 1351 comer units,see sheet 11 (May be limited by Table 2A)
Door u Height
Table applies to Glass Types 4,4A, 80" 84" 90" 96' 102" 108" 114" 1 120'
6,6A,7,7A,8&6A and the 69-716"DLO 73.7/0'DLO 79-7/8"DLO 85-716"DLO 91.718"DLO 97-718'DLO 103-7/8°DLO 109.718"DLO
SBIe/Astragal Types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group
A I B I C I D A 8 I C 1 D A B C I D A 1 B C D A 9 1 C 0 A B 1 C I D A I B C 1 D A I B C I D
Head/5ill C4N CA+1 Gi+1 C4N C4+1 C1+1 C4+1 04+1 +1 C4+1 I C4+1 104111 U+1 1 C4+1 1 C4+1 I C4+1 CA+1 C4+1 I G+1 C4+1 C4+1 C4+1 C4+1 I C4+1 04+1 04+1 C1+1 C4+ C4+1 C4+1 C4+1 C4+1
2'r Jamb B 8 8 8 B 8 8 8 8 8 8 6 B 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
DLO
P-hook 6+7 6+7 66+7 6+7 7+8 7+8 7+8 7+8 7+B 7% 48 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 0+10 9+10 9+10
Head/Sill C4+1 CA+1 C4+1 04N C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 CW C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1
30" DLO Jamb 8 B 8 8 8 6 8 a 8 8 8 8 a B 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+0 7+8 7+8 7+6 7+8 0+9 6+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
29" Heed/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4N 04+1 04+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1104+1 C4+1 04+1 C4+1 04+1 C4+1 04+1 C4+1 G1+1 04+1 C4+1 C4+1 C4+1 04+1
36° DLO Jamb 6 8 a 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+9 7+8 7+8- 7+8 7+8 7a8 B+9 8+9 0+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 8+10 9+10 9+10.9+10 9+10
c 36' Heed/Sill CW 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4N C4+1104+1 C4+1 GIN C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 G7+1 CA+1 C5+1 C5+1 04+1 C4+1
aW 42- DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 B 8 B 8 10 10 10 10 10 10 10 10 10 10 10 10 12 10 10 10
P-hook 8+7 8+7 6+7 6+7 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+0 7+8 1 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 19+1010+10
s HeadlSlll C4+2 04+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 CO2 C4+2 61+2 C4+2 C4+2 C4+2 05+2 CS+2 C4+2 04+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C6+2
z 48" DLO Jamb 6 8 B a 8 8. 8 8 0 8 8 6 10 6 8 8 10 10 10 10 10 10 10 10 12 10 10 10 12 10 10 10
Pfiaok 8+7 11+7 6+7 6+7 7+0 7+8 7+8 7+8 7+8 7+ti 7+8 7+8 7+8 7+8 7+8 7+8 6+g 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 1 9+10 9+10 9+10 9+10
HeadfSlll C4+2 C4+2 04+2 C4+2 C4+2 G7+21 C4+2 C4+2 C4+2 G4+21C4+2 C4+2 04+2 C4+2 C4+2 C4+2
64' DL0 Jamb - 8 8 8 8 a 8 8 B 10 8 8 8 10 8 B 8
P-hook 8+7 6+7 6+7 6+7 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8_ 7+8 7+8 7+8 7+8 Not available in these sizes
Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 G4+2 C4+2 Cri+2 C4.2 C4+2 C4+2 C4+2 C4+2 C4+2 34+2 C4+2
60" DLO Jamb 6 8 8 a e 8 8 8 10 8 8 8 10 8 8 8
P-hook 8+7 8+7 8+7 6+7 7+8 7*8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8
FOR EXAMPLE ON USING TABLE,SEE SHEET 8. DLO WIDTH=
NOTES: NOM.PANEL WIDTH-7'
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL.
2)WHEN USING THE 2-1/2'SILL,POSITIVE WATER DP IS 46,67 PSF MAX.WHEN USING THE 3-1/4"SILL, TABLE 2A: DLO HEIGHT=
POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Height to Max.(+)DP DOOR UNIT HEIGHT-10.125"
(NEGATIVE'PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltratlon Rating) L_- H
�-�-
3)4',3-1/4-AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112" Sill Riser Height = PANEL HEIGHT=
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design S2DOOR UNIT HEIGHT-1.866"
(Flat or Box,sea w
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,psf = 1Sheet 17) PRODUCT REVISED
AN OVERHANG COMPLYING WITH THE CURRENT FSC(SEE ADJACENT DIAGRAM):THIS CONDITION IS Flush-1-1/2" see note 3 pas complying with the Florida
NOT RATED FOR WATER INFILTRATION. Low-2-1112 +46.te Building Code
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. NOA-No. 17.0420.12
Medium-3-1/4' +60.0
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED, Expiration Date 02/17/2020
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4" +60.0 OH LENGTH
INSTALLED. SEE NOTES 1.3 OH RATIO=OH HEIGHT Mlaml aProduct Control
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,
Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @
Assembly Straight Astragal Assembly 90"Astragal Assembly 135'Astragal
Heavy-dutyStlles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutystlle
Standard Astragal Outside Corner,, Inside
Outside Come
Corner
lulu/
Inside ��Y LYNN
Corner Outside
Inside Carver �.•' F
Corner
Part#61('!"a) _Part 061(Stile) No.58705
Part#61 Part 061 Part#61(Stile) Part#61 Part#118(Corner Part#119(Out.) Parts#31  Part#61 r•
Part#61(x2) part#67(Astragal) Part (1 n.) _
Receiver) (Corn.&Pxd Mount) —-p
1070TECNNOLOGYDRIVE a 'pO 5��+EO� '•,��
N.VENICE,FL 94275 DPANDANCHORAGE �.�t<` ''•'40RIoP,.-'•
ar• a ReN�Nv:
CERT. FAUTR.929290 SERIES 770 ALUM.SGD-LM IMPACT 'ONAL E�G���
JR 04/05/17 C REVISED TABLE 2,REMOVED EXAMPLE 1/l f 1111
cawa0fnoamr °ibi*1a0at �' G"°'° Oin 7 °'^ A.LYNN I�L- P,E.
nmmaY.'10 a a.rhra varmouerwexac UQ ® SCD-770 NTS 7 a 22 PGTO130 C P.E.858705
JR 10/10/f4 ACL flIGM9aE6EflVFa
f
i
TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+)DP
For corner astragal anchorage an 90'or 135'comer units,see sheet 11 (May be limited by Table 3A) (Water infiltration Rating)
Door Unit Height Sill Riser Height
Table applies to Glass Types 4,4A, 80° 84" 9o" 1 96" 102" 109" (Flat or Box,see (+)Dasign I
6,GA,7,7A, 8&BA and the 69-716"DLO 73-718"DLO 79-718"DLO &5-7/6"DLO 91-718"DLO 97-7/8"DLO Sheet 17) Pressure,psf j
Stile/Astragal types shown below. Anchor Group Anchor Group Anchor Gro AnohorGroup Anchor Group Anchor Group Flush-1-1/2" see note 3
A B .0 D A B C D A B C D A B C D A 8 C D A 8 C D Low-2-112" +46.67 S
Des/gn Press5m
+/-90,0 f +/-82. psf +/-76. psf
17" Heed/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Medium-3-1/4° +60,0 1
24" DLO Jamb 8 8 6 8 B 8 B 8 8 8 8 8 8 B 8 B 10 10 10 10 10 10 10 t0 High-4"
P-hook 6+7 6+1 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 SEE NOTES 1�
Dasign Pressure PSr +1-82.5 pat +/-76.0 Pat
301. 23" HeedlStll C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 04+1 C4+1 I C4+1 I C4+1C4+1 CA+1 C4+t CA+1 C4+7 C4+1 C4+7 C4+1 C4+1 C4+1104+1 C4+1104+1
DLO Jamb 8 8 8 B 8 8 8 8 10 8 8 8 10 8 '8 8 10 10 10 10 "1 10 10 10
P-hook 6+7 6+7 6+7 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 8+9 8+9 8+9 8+9 8+9 8+9 i 8+9 1 8+9 i
Des/gn Pressure +/--90,0 psr +1-82.5 psf +/-76,0 PSI
361,
29" HeadlSill C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 r4+1 C4+1 C4+1 C4+1 C5+1 CS+1 C4+1 C4+1 CS+1 C5+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1
�� DLO Jamb 10 B 8 8 10 8 8 8 10 8 8 8 12 10 8 8 12 10 10 10 10 10 10 10
75 . P-hook 6+7 6+7 6+7 6+7_L7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9. g+9 B+9 8+9 8+9 8+9 9+9 0+9 B+9 _
E Design Pressure +/.90.0 par +1-82.5 pst +/-75,0 psf OH LENGTH ��--
Z 35" Head/5111 C4+2 C4+2 C4+2 C4+2 rA+2 C4+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5t2 C5+2 C5+2 C5+2
42" DLO Jamb 10 B 8 8 10 8 8 B 12 10 8 B 12 10 8 8 12 10 10 10 12 10 10 10
P-hook 7+8 7+B 7+B 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 0
Design Pressure +/-90.O psf See Note A ow. +1.82.6 psf +/-75.0 psf 2 0I OH RATIO 21 i
41° HeadISlll C6+2 C5+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C6+2 C6+2 +2 C5+2 CG+2 C6+2 C5+2 CS+2 CG+2 C6+2106+21 C5+2 0 )
48" DLO Jamb 10 B 8 8 12 10 B B 12 10 8 8 1A 12 11 B T 12 10 10 N 10 10 10
P-hook 7+8 7+B 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 +10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
NOTE A:+/-90.0 PSF FOR GLASS TYPES 4, A,6,6A,7A, 8&BA; +1-87.1 FOR GLASS TYPE.7
NOTES; EXAMPLE ON SHEET 9 OH LENGTH
1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. OH RATIO=OH HEIGHT
DLO WIDTH
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 PRESSURES
NOM.PANEL WIDTH-7"
UNCHANGED).SEE TABLE 3A. DLO HEIGHT=
3)4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112"SILL IS NOT AND DOOR UNIT HEIGHT-10.125" PRODUCT REVISED
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN as complying with the Florida
Buildi
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= NOA-No. 17-0420.12
ng coda
BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.666" NOA-
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Expiration Data 02/17/2020
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
By
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Mia 1-Da roduccontrol
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 @
Assembly Straight Astragai 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-dutyStlie
Heavy-duty Astragal Corner
Outside Cner, , Outside Inside
Outside
orte[—,-L-JI4, Corner
Corner i
`ttullrrrr/
� InsidO O NN
iCarne Outside �-••
Inside Corner'I I :Q��.' I.ICErys.�'•�/���i
Corner
Part#61(Stile) Part 1161(Stile) _7`�;• No,58705 .71
Part U61(Stile) Part#119(Out.)
Part#61(x2) Part#61 Part 461 Part#61' Part 11118(Corner Parts 1131  Part#61 =
Part#68(Astragal) Part 9120(In.) _-p
Receiver) (Corn.&Fxd Mount) ,
�•, S A
' 4470 TECHNOLOGYORIVE
OR
N.VENICE,FL 34175 DPAND'ANCHOR,4GE IOP%;�55; R
(941,14804600 ,�
x" oar: FeHmvr CERT.OFAUTH.F29296 SERIES 770 ALUM.SGD-LM IMPACT
JR 04/OH/17 C REVISED TABLE 3,ADDED EXAMPLE. cormrlwaomv s«Imaaen sm.: aaea a..rnoeru nw: A.LYNN MILLER P.E.
P.-or-N. 0"b: P.I'rsrwrre•Ma n SGD-770 NTS 8 a 22 PGT0130 C P.E.#58705
JR 10110/14
NO FRAME "9+10"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER
SEE JAMB (9)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10
SPLICE `.•. REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL
NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES°CG" SHEET 10 FOR INTERLOCK
POCKETS CLUSTER,SEE 24"MAX.O.C.
THIS AND 48"NOM. DETAILS,SHEET 11
SHEET SEE POCKET (10)P-HOOK r--------- x y I PANEL WIDTH x x
JAMB MOUNTING I - Wx- x � X x x �x x x x xxx xx x x x 6"MAX.
INSTALLATION, ADAPTER I 6 MAX' l I , x x x x x x x x x x x
THIS SHEET ANCHORS MIDWAY i ioi LTMAX, xx
&SHEET 14 BETWEEN P-HOOK I 4 PAIRS OF
ANCHORS&AT 3" D' x=FRAME x ANCHORS
FROM TOP& i 14'Max,D.C. 0. m ANCHORS 96" x (TOTAL 8 '
BOTTOM z I �ol o UNIT 21"MAX- ANCHORS)
4.051" 8"MAX.TO OPENING i m a 11 O o=P-HOOK HEIGHT D.C. PERJAMB
SEE JAMB
EDGE OF POCKET SEE ffi¢ i®i I , 'a"ntax.o:c. 0 ANCHORS x�
INSTALLATION I o I x DETAIL
DETAILS'
JC'&'KC', 'I- I®I omo=P-HOOK BELOW)
END PANEL SHEET 14&PART MOUNTING
ANCHORAGE DETAILS'J'&W. I 1 j I I0 3"MAX. ADAPTER x x
24"MAX. (2 ANCHORS) SHEET 19 FOR i$ 1----F�) Il •ANCHORS
O.C. P-HOOK L-____6_-•
ANCHORS END PANEL x' ✓ xxx xx x x x xx xxx " "' x x x " x 6"MAEND PANEL
ANCHORAGE(SEE
ANCHORAGE
ANCHORAGE x' x x x x x' SKETCH BELOW)
(SEE SKETCH BELOW) �.+. �. �,� AN AN
2 *2' +2" ANCHORAGE
° CENTERLINE a"MAX..TVP. ANCHORAGE
ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04"
24"MAX. EXAMPLE:5-PANEL 2 TRACK,90"OUTSIDE CORNER-DXX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN:
O.C. 48"x 96"NOM.PANELS,ANCHOR GROUP C IN CONCRETE SUBSTRATE(SEE TABLE 3,SHEET 8) 6" SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL
1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 END PANELANCHOR EXCEPTION,("-l*ANCHORAGE ONLY)! ANCHORS MAY BE ADDED
F7- 2)ANCHOR LOCATION SPACING FOR ANCHOR OlsraNcero NEXT EXTERIOR AS NEEDED TO ALIGN THE
QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: ausTosE—� HEAD OR SILL IF A SPLICE
48" I CENTERLINE OF 24"O.CT,-.R LESS 21. Ca OCCURS AT THE P-HOOK.
NOM. 0! INTERLOCK HEAD&SILL:8"MAX.FROM FRAME CORNERS.
PANEL USE SPECIFIED CLUSTER FROM APPROPRIATE MAX
PRODUCT REVISED
SEE"C5"CLUSTER as eompiying with the Florida
WIDTH TABLES,SHEETS 6-8 AT EACH INTERLOCK AND c5wrwNEO ENOPANEL Bulidin code
DETAILS,SHEET 10 STRAIGHT AND CORNER ASTRAGAL LOCATION, D
FOR INTERLOCK PLUS SPECIFIED QUANTITY OF ADDITIONAL ANCHORS IF THE D.C.DISTANCIDPOINT OF E O THE NEXT
ANCHOR PANELS ARE ONLY 5.64° NOA-No. 1 2117/2.12
REQUIRED OVER
24",DISTANCE EANCHOEXT ANCHOR Expiration Date 2(17/2020
"+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. ctusrERlsovER24",OTHERWISEANCHORSARENOT
ADDITIONAL ANCHORS 24"D.C.MAXIMUM. REQUIRED AT THE MIDSPANASPER THE FIGURE ASOVE: Dy
3.5" 6°Mme' Miami-Da toduct Cont
CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR
OFPANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE �2-TRAGIC
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
+2"ANCHORAGE ANCHOR PAIR
REQUIRES SEE"C5"CLUSTER END PANEL
CENTERLINE CENTERLINE
"C6"CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE
° DETAILS,SHEET 11 FOR ASTRAGAL (2 ANCHORS) 6°
INTERLOCK
AS
0
4.051" —I 3.5" I MAX.
YLYNN './.
i
EXTERIOR tj I OF PANEL 3CENTERLINE +2'ANCHORAGE f"—OFPANEL4CENTERLINE CENTERLINE
't+;'� No.58705 *_
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS 7
1070 TECHNOLOOYDR/VE wN•^' l �o�� 7•�(/��
N.VENICE FL 34276 ANCHORAGE SPACING&EXAMPLE PLANS �'n••. FT TE F
(941)460.1600 ���'•..�OAiDP,,•''\���
6 nr. D"�: wwn"" CERT.OFAUTH.N21 SERIES 770 ALUM.SGD-LM IMPACT �''�iS�ONAL e�,,
JR 01.5717 C CORRECTED EXAMPLETO UPDATED ANCHOR VALUES. cO 1,1,16 roam? Ry.
so�ovem".� aI o�"+gna Ger, A!&A0 Mi LL.hl P.E•
Orervn Hy Dafs: CA B. Dab: AT1N0Il9rn1M=
JR 10/f0/i4 au.010H19RE6E6VE0 SGD-770 NTS 1J a 22 PGTO130 C P.E.N 50705
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAL.
INTERLOCK-�_IF NEEDED INTERLOCK—, CONDITION,USE INTERLOCK IF NEEDED 2.04" 2.0
CENTERLINE I CENTERLINE 'C6"CLUSTER DETAIL) CENTERLINE I WDIAG.
— 3.5" 75" EXTERIOR
j , . [— T' 7' 3,6"
175" — I r:�� 21"
DIA MAX.
O.C.4'WDG, EXTERIOR
2.04" 2.04" 2�
�433'j -.0 2.04" 21"
y * f :42 1 f 5.64P MAX.
ERIOR EXTERIOR 911AG. 351 O.C.
7' T" EXTERIOR 7"' 6'MAX
f� 2-TRACK FRAM EAD/$
2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL E H ILL 5.64"
A ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER F-2-TRACK L
ANCHORS ARE REQUIRED,`C4') ANCHORS ARE REQUIRED,"CF) ANCHORS ARE REQUIRED,"C6") FRAME JAMB 6"MAX.
ANCHOR PAIR
F4-TRACK
ASTRAGAL ORI_SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6-DIAG, FRAME JAMB
INTERLOCK—FIF NEEDED INTERLOCK CONDITION,USE INTERLOCK 'IFNEEDED EXTERIOR ANCHOR PAIR
CENTERLINE 1 2.04"
CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE jL_.,
3.51 3.5"
ANCHORS MAY BE INSTALLED
o 21' EITHER IN THE EXT.OR INT.
2.0-0
4"
14"DIAG. MAX. TRACK(INT.SHOWN)
4,1108 4.09' D.C.
.0
I 2.04" NOTES:
1 f 5.64' 1.ALL DIMENSIONS SHOWN
EXTERIOR EXTERIOR RfOR EXT,
4-DIAG. ARE BASED ON MIN.
3.5" ALLOWED,
7" 3.5" OR
3-TRACK FRAME HEAD/SILL 10, 3-TRACK FRAME HEAD/SILL -lul 3- 6"MAX. 2.FOR HEAD FRAME HEADISILL LOCATIONS/ANCSILL SPLICE
HORAGE AT
0 ASTRAGAL OR INTERLOCK (g)ASTRAGAL OR INTERLOCKq@. ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER T_;TRACK FRAME JAMB P-HOOK SEE SHEET 9.
ANCHORS ARE REQUIRED,"C4') ANCHORS ARE REQUIRED,'C5") ANCHORS ARE REQUIRED,"CV) ANCHOR PAIR PRODUCT REVISED
as complying with the Florida
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR (FOR SPLICE FOR SPLICED Building godo
INTERLOCK-4—IF NEEDED INTERLOCK INTERLOCK CONDITION,DO NOT CONDITIONS ONLY: NOA-N.. 17-0420.12
CONDITION,USE
CENTERLINE I ' USE THIS DETAIL) SPLICE LOCATION Expirati-nD t 0211712020
1.75" CENTERLINE C6"CLUSTER DETAIL) CENTERLINE IF NEEDED
3.5.. 3 5'
3. 7' 00—t
3.6' tr.1
" 204
4D)A2.04" N44"2.0
2.04' 1 1 1 41_1�s 4"DIAG.
2,0 4"DIAG,
0
4.08"
EXTERIOR EXTERIOREXTERIOR
7' 7
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
10, 4-TRACK FRAME HEADISILL
@ ASTRAGAL OR INTERLOCK Ca-)ASTRAGAL OR INTERLOCK a.ASTRAGAL OR INTERLOCK No.56705
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"06")
ANCHORS ARE REQUIRED,'Ce) ANCHORS ARE REQUIRED,"CT) WITH&WITHOUT SPLICE CONDITION
q/M-1 17-
1070400YORIV.-
TECH 0
N.VCNIFL34275 ANCHORAGE,EXAMPLE CLUSTERS
P41)48046W 3
"',/7/01VAL
JR 04109f, MOCIIANGES7HISSHEk7. CERT.OFAU11H.#2$296 FRIES 770 AL UM.SGD-LM IMPACT "ImIOW
COPMhr-17 A.LYNN MILLER,P.E.
['771 _101104 AmmrmEAm s 022 1�'_FGT0130 RE.#58705
2.04" 2.04 INTERIOR 2.04" INTERIOR 2.04"
"+1"ANCHOR
INTERIOR INTERIOR 7"
?4-DIAG. 4"DIAG. 8.94"
6.12" 6.12" 3.5" 3.5"
INTERIOR INTERIOR T INTERIO INTERIOR
90 3. " 90° ° 3. " 1 1 I _ CENTERLINE
EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. fOF PANEL
3.5"° 4^. 3.5" 4° 3.5" 3 5" 4„ "+2"ANCHOR
2.04" EXTERIOR 2.04" 7n 2,0q^ EXTERIOR 2.04°
EXTERIOR EXTERIOR
2.04„
90°CORNER 90°CORNER 135°CORNER 135°CORNER4"DIAG.
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL
(USE WHERE 4 CLUSTER (USE WHERE 6 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 5 CLUSTER I _ CENTERLINE
ANCHORS ARE REQUIRED,°C4) ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"�Q4D ANCHORS ARE REQUIRED,"C6") OF PANEL
4.08"
INTERIOR *1OR
EXTERIOR " "+V ANCHOR "+31 ANCHOR
4"
INTERIOR 3.5" INTE
90° 7" 2.04" 4"DIAG.
EXTERIOR
3.5"
4.08" 4.08" 7 CENTERLINE
CEMERLINE I OPPANEL
3.5" 4" 4 OF PANEL 2-TRACK FRAME HEAD/SILL
EXTERIOR EXTERIORTERIOR ON "+2^ANCHORINTERMEDIATE ANCHOR LAYOUT
7 XTERIORALL
90°CORNER 135°CORNER ID 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEADISILL
("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. PRODUCT REVISED
as complying with the Florida
612" Building Code
INTERIOR INTERIOR 2.04" NOA-No. 17-0420.12
2'04" 6.12" 3.5"
Expiration Data 02/17/2020
q" EXTERIOR 5.88" CENTERLINE
INTERIOR OFPANEL i;y
Mlaml-Datl roduct Control
INTERIOR 90" 3.6' 135° "+3"ANCHOR
4"
7 .04"
DA
6.124'DIAGDIAG. 6 G 3.5".12" T' 4.08"
EXTERIOR
3.5" 4" Utluf
2.04" 4"DIAG. 3.5 3.5" I � 1
EXTERIOR 7^ EXTERIOR 4 CENTERLINE ��� ONY,LYN!V,y�
90°CORNER 135°CORNER 2.04 I OF PANEL `����.•''LICENSE ���
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
C8 ANCHOR CLUSTER REQUIRED C8 ANCHOR CLUSTER REQUIRED 4-TRACK FRAME HEAD/SILL =yt; No,58705
("— (°—" INTERMEDIATE ANCHOR LAYOUT
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS)
(3-TRACK SIMILAR)
NOTES:
1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
1070TEcrfNDtocyoRlvE c."rorus 'per Sia OF
2.DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE N.VENICE,FL""' ANCHORAGE,EXAMPLE CLUSTERS STC( <ORID? •' C���
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. (94f)4eo•feoB rz� l \N j0���
R° sy: la Wronr CERT.OFAUTH.AZBTBB SERIES 770 ALUM.SGD-LM IMPACT '7,,oN 1AIIL IE����
JR 04/05/17 C NO CHANGES TNIS SHEET rovrmoNramv su+wua>m: am.• c:«Ww ++°� A.LYN�MILLER,RE
JR
00% oa.a u"ro. Fcrwoorm+rs.n+e. ® SGD•770 NTS 11 °+22 PGT0130 C P.E,tl 58705
JR 10/10/14 ALLXG r SmVFu
's
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 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
2-1116'.. 2-1/16"` 2-1/16"• NOTES:
EXTERIOR 1/4" 1/4" 114" 1.ALL DIMENSIONS
a o MAX. o MAX EXTERIOR SHIM ON MIN.x. SHOWN ALLOWEDD
SHIM EXTERIOR f SHIM
7 2.METAL OR WOOD
EMBEDMENT: T SUBSTRATES MAYBE
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 I 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)
w WOOD INSTALLATION �WOOD INSTALLATION Cw 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 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 I NOTE 4,SHEET 1
.SEEANCHOR 2 ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE
1(114"MAX.) Y„ ( SHEET 1� ( SHEET 1
T J (1/4"MAX.) 1 (1/4"MAX.)
EXTERIOR I EXTERIOR EXTERIOR EMBEDMENT:SEE
j TABLE A,SHEET I
2-1/16"' 2-7SEE"E
�2-1/16"'
EDGE DISTANCE:
EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1
SEE TABLE A,SHEET 1 ABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 EMMENT:SEE TABLE A,SHEET 1
2-TRACK FRAME SILL 6a 3-TRACK FRAME SILL 4-TRACK FRAME SILL
WOOD INSTALLATION Ew WOOD INSTALLATION Fw
w METAL INSTALLATION
EMBEDMENT:SEE PRODUCT REVISED
TABLE A,SHEET 1 as complying with the Florida
Buliding Code
EMBEDMENT:SEE NOA-No. 17-0420.12
TABLE A,SHEET 1 �I EDGE DISTANCE: Expiration Date 02117/2020
SEE TABLE A.
EMBEDMENT:SEE fiv METAL TYP., SHEET 1 13Y
1 .TABLE A,SHEET 1 ~i EDGE DISTANCE: SEE ANCHOR Mia I-Da roduct Control
EDGE DISTANCE: SEE TABLE A, NOTE 4,SHEET I
2X WOOD SEE TABLE A, 2X WOOD �1JJ SHEET 1
TYP.,SEE ANCHOR SHEET 1 TYP.,SEE ANCHOR
NOTE 3,SHEET 1 NOTE 3,SHEET 1 2-1116"'
SMS ANCHOR TYP.,
2-1116"' 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&TABLE A,SHEETS
THREADS
EXTERIOR 1 EXTERIOR BEYOND THE
EXTERIOR �fl, METAL �� I,ICENgF• �((
1/4"MAX.SHIM �I I_- 1/4"MAX.SHIM �I I v SUBSTRATE Q•' ;tri
1/4"MAX.SHIM ID-+— _-Th •' No.58705
da 2-TRACK FRAME JAMB E 3-TRACK FRAME JAMB ®4-TRACK FRAME JAMB
Ow WOOD INSTALLATION liw WOOD INSTALLATION Iw METAL INSTALLATION =�1 •: 1_,(/ 1 �`
1070 TECHNOLOGYORNE ° �'' ��'n•• S,Ar 0 � J(U�(/;
N.VENICE,FL 34276 [1�� ANCHORAGE DETAILS %FS•'•:`<ORIOP,:
(941)4804800
D, Dai: H x CERT.OFAUIN.#20206SERIES 770 ALUM.SGD-LM IMPACT �''S/I W,L ENG`
JR 04/05%7 C .NO CHANGES THIS SHEET, —M.HTO]OITs^i°+'*fv°•� �" A.LYNN A�ILLI:R,P.E•
DmMI DY:Dab: CMcroY❑ De!": FDTWDU9rPoE3•INC. f
JR 10/10/1d nttRu:HfsHestxfnn SGD-770 NT.S 12 22 PGTOi30 C P.E.#58705
ti
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 TABLE A,SHEET 1
2-1/16"• PER TABLE 2-1116"' PER TABLE 2-1/16"• ON MIN.ALLOWED,
A,SHEET 1 A,SHEET 1 A,SHEET 1 1/4" •DIAGONAL O.C.IS
EXTERIOR ''.�'�: ; ,` ) - MAX MIN 4"(HEAD&SILL)
I[ SHIM OR 6"(JAMB)SEE
EMBEDMENT: J 1/4" EXTERIOR �1/4" EXTER101t � DETAILS,SHEETS
SEE TABLE A, MAX. a MAX. 10&11.
SHEET 1 SHIM SHIM
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP.,SEE SEE ANCHOR 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
2-TRACK FRAME HEAD E 3 TRACK FRAME HEAD 4-TRACK FRAME HEAD
Ac CONCRETE INSTALLATION Bc CONCRETE INSTALLATION Oc 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 AN"SHEET1
BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TANOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1
SEEANCHOR SEEANCHORSEEANCHOR
NOTE 5,SHEETNOTE 5, NOTE 5,
1(114"MAX.)-j_ SHEET 1� SHEET 1� - -
}T (1/4"MAX. (1/4"MAX.) .'r..�.,-M: j
EXTERIOR I EXTERIOR '•? EXTERIOR
a CONCRETE
2-1/16" 2-1/16" �2.1116"'
PER TABLE
EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
2-TRACK FRAME SILL ®3-TRACK FRAME SILL gjEh 4-TRACK FRAME SILL
Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT:SEE PRODUCT REVISED
TABLE A,SHEET 1as complying with tho Florida
—� Building Cade
EMBEDMENT:SEE NOA-No. 17-0420.12
TABLE A,SHEET 1 f.%4 EDGE DISTANCE: Expiration bat.02/17/2020
EDGE DISTANCE: PROPERLY SECURED SEE TABLE A,
EMBEDMENT:SEE CONC./CMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP', SHEET 1 By
SHEET 1 Miami-Da foduct Control
TABLE A,SHEET 1 .. TYP.,SEE ANCHOR SEE ANCHOR NOTE 3,
EDGE DISTANCE: NOTES&TABLE A, SHEET 1
PROPERLY SECURED SEE TABLE A, SHEET 1
1X WOOD BUCK NP., SHEET 1 ""• <! 2-1116"'
SEE ANCHOR NOTE 3, CONC./CMU ANCHOR
SHEET 1 _ TYP.,SEE ANCHOR
CONC./CMU ANCHOR PROPERLY SECURED NOTES&TABLE A,
R 1X WOOD BUCK TYP., SHEET 1 CONCRETE
NP.,SEE ANCHO
NOTES&TABLE R SEE ANCHOR NOTE 3; CONCRETE OR CMU ttt I I I I 111717
CONCRETE SHEET 1 OR CMU EXTERIOR ±: PER TABLE ��`�Q ....,, &I
EXTERIOR SHEET 1 OR CMU EXTERIOR PER TABLE A,SHEET 1 `�a�.•''�,ICENSF•;�!!'.
'D1/4"MAX.SHIM I- PER TABLE n7 A,SHEET 1
A,SHEET 1 V 114"MAX.SHIM 1— No.58705
1/4"MAX.SHIM k-
2-TRACK
—2-TRACK FRAME JAMB da 3-TRACK FRAME JAMB gh 4-TRACK FRAME JAMB = 0 �
cc CONCRETE/CMU INSTALLATION He CONCRETEICMU INSTALLATION Ic CONCRETE/CMU INSTALLATION ��0.. S7 TEo'k' .
1070 TECHN
003 OWE C�s•'•F�ORIDP,,•'\C���
N.P41)4804600
EaL 34 ANCHORAGE DETAILS ���775/ONAL ENG`\
aa.a� oa°: ww,m CERT.OFAUTH.#2929G SERIES 770 ALUM.SGD-LM IMPACT 7/ll r I I I I ow
JR 04/O,N17 C NO CHANGES THIS SHEET, oNNn.wac I er.•e a•.uo
caanuaHrom�T A.LYNN MILLER,P.E.
o,aws°r• oma: cnam.aao.°aro; ra mmMles•wa O .1.11-170NTS 13 ✓22 PGTO130 C P.EJI 98705
JR 10/10/14 ^LL'°011}8P�A1TD
INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIRED ATALL 2.693"MIN, ON MIN.ALLOWED.
INSIDE POCKETS Y EDGE
EMBEDMENT:SEE TO PREVENT DISTANCE 2, ON THIS
WOOD FRAMING TABLE A,SHEET 1 P*HOOK MOUNTING ADAPTER WATER SHEEETET ARE
RE FOR
WOODANCHORTYR, INFILTRATION CONC./CMU ILLUSTRATIVE
0 o SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE
EMBEDMENT: &TABLE A,SHEET 1 2s ANCHOR NOTES& TABLE A,SHEET 1 FOR
TABLE A,SHEET 1 ALL APPROVED
SEE TABLE A, (ALSO SEE TYP. SUBSTRATES.
28
SHEET 1 ILLUSTRATION,SHEET 9) 1-114"MIN.EDGE DISTANCE
DISTANCE:SEE
EXTERIOR 3.SEE TABES 1-3,
1L
TABLE A,SHEET 1 EMBEDMENT: `. �.-,r,"�:`. 21 SHEETS 6-8 FORv
—� _ SEE TABLE A, ,'`r� ;';:: %', : P-HOOK MOUNTING REQUIRED P-HOOK
2e EXTERIOR SHEET I •;'';5 " } ADAPTER CONC./CMU AND P-HOOK
PHOOK WOOD ANCHOR TYP., fl ,; + ANCHOR TYP.,SEE MOUNTING ADAPTER
v P-HOOK y•",. ". .:,.'",•; ANCHOR QUANTITIES.
SEE ANCHOR NOTES .I` ANCHOR NOTES&TABLE
&TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE
(ALSO SEE TYP. 2.693"MIN. CMU PER TABLE, TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9.
EDGE DISTANCE A,SHEET 1
ILLUSTRATION,SHEET 9 ILLUSTRATION,SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH ANY SILL RISER
Jar 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 TABLE A,SHEET 1 ANCHOR TYP.,SEE
MIN.OF 3 THREADS TABLE A.SHEET 1 ANCHOR TYP.,SEE CMU PER TABLE
A,SHEET 1 ANCHOR NOTES&TABLE
BEYOND THE METAL ANCHOR NOTES
SUBSTRATE 2a &TABLE A,SHEET 1 \,'i:.•'.^ = ! "' (ALSO SEE TYP.
ALSO SEE TYP. EMBEDMENT: ;"'.• PRODUCT REVISED
( ILLUSTRATION,SHEET 9) as complyingwith the Florida
SEE TABLE A, ?. '.
ILLUSTRATION, ;, 28 Sulldl.9 ode
SHEET 1 -,;,•, -:;� rlaA-No. 77-0420.92
EMBEDMENT: SHEET 9) •' " ;;:'
SEE TABLE A, EDGE DISTANCE:SEE µ Expiration Dat 0 21 1 7/2 02 0 j
SHEET 1 A TABLE A,SHEET 1 ": '• 1-114"MIN.EDGE DISTANCE BY
30 30 Miaml-0 e Product Control 1
_ I
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC.ICMU EXTERIOR
SEE ANCHOR NOTES nF RR ANCHOR TYP.,SEE �1 I
&TABLE A,SHEET 1 V ANCHOR NOTES&TABLE
(ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693"MIN.
ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE I
ILLUSTRATION,SHEET 9)
�u1nu7lr 11
®P-HOOK FOR USE WITH BOX SILL RISERS ®P-HOOK FOR USE WITH BOX SILL RISERS �� r 1,
"s o. ...........
w PARTS#19,#21,#23 OR#25, Kc PARTS#19,#21,#23 OR#25, tik/
EXTERIOR EXTERIOR
METAL INSTALLATION CONCRETE INSTALLATION
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT No,68705
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY = =
N. SOT' FITE OF
1070TECHNOLOGYDRI ,•• k`,
ANCHORAGE DETAILSVENICC,FL 34276 .....
(90FAU•is00 tmx 'i is/0 NG��
r 0"w rs"nvuu• CERT.OfAUTH.829238 SERIES 770 ALUM.SGD-LM IMPACT /1"NAi i I�``��`
JR 04WI7 C NO CHANGES THIS SHEET. corttu0xrm�oo s•�°•'E1v0vt °tli�' °nev0 °i"'"oH' A01 A.LYNN MILLER,P.E.
j/1r"0�1e° POT1N01uRt1Caxe ® SGO.770 NTS 14 m 22 PGTO130 C P.E.058705
JR 10. 0114 ALL L°GI71$°ESEIiVED
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'AW&'Ac', WIDTH INTERIOR
SHEETS 12&13 ^l
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'N2',
PANEL HEIGHT AND WIDTH.SEE TYPE 'QS' 'AS' TYPE SHEET 19&CORNER
A' K' ANCHORAGE SHEET 11
SHEETS 18&19 FOR SECTION NOM. MAX.UNIT
DETAILS AND SHEETS 12-14 FOR MAX. PANEL / MAX. HEIGHT INTERLOCK DETAIL
INSTALLATION DETAILS. PANEL i / DLO PER M',SHEET 19
2)(1)LOCK(ITEMS 75&107-110)AT HEIGHT WIDTH TYP. HEIGHT TABLES
EACH LOCKSTILE,LOCKING INTO SEE PER EXTERIOR INTERIOR
KEEPER(ITEM 103)AT FRAME JAMB NOTE 2 TABLES 1� 1-3
OR ASTRAGAL, a b JAMB DETAIL'G3',SHEET
OR
SEEAPPLICABLE X X 18;INSTALLATION DETAILS
ASTRAGAL&INTERLOCK X X Gw'&'Gc',SHEETS 12&13
COMBINATIONS PER DPIANCHOR
TABLES. 90, DLO WIDTH=NOM.PANEL WIDTH-7"
SILL DETAIL'D',SHEET 18; DLO HEIGI IT=DOOR UNIT HEIGHT-10.125"
INSTALLATION DETAILS EXAMPLE:90'INSIDECORNER,4PANELS-XX(XX PANELHEIGHT=DOORUNITHEIGHT-1.866"
'Dw'&'Dc',SHEETS 12&13 SILICONE HOT-MELT BUTYL
STRUCTURAL
SILICONE STRUCTURAL SILICONE1/4°NOM. FOAM 3/16°NOM.
BY OTHERS POLYISOBUTYLENE—BUMENT WITH
WITH DESICCANT WITH
EXT,GLASS EXT.GLASS
• #8X1"
#10 X 1-1/2" PH SMS PRODUCT REVISED
PH SMS as complying with tho Florida
INT.GLASS INT.GLASS Building Godo
NOA-No. 17-0420.'12
+z4 KODISPACE 4SG TPS +zs SUPER SPACER@NXTTNI Expiration Da 2!17/2020
BY
ALUMINUM Mlaml-D Product Control
REINFORCEMENT pOLYISO- DESICCANT FILL AREA
BUTYLENE 5116°NOM.
PANEL CORNER FRAME CORNER 5/1$'NOM. SEAL
BUTYL& SILICONE SEAL
DETAIL DETAIL DESICCANT ROLL-FORMED
FOAM STAINLESS STEEL
EXT.GLASS
Part# Description Material EXT.GLASS �`111111111,r
124 Kommerling 4SG TPS Spacer System
125 Quanex Super Spacer nXT with Hot Melt Butyl See this
Sheet tOr INT.GLASS INT.GLASS 1P'• ��
126 Quanex Duraseal Spacer Materials �• No.58705
127 Cardinal X.Edge Spacer +z0 DURASEALO SPACER +z7 XL EDGET"SPACER = 'p
REFERENCE TEST REPORTS;FTL-8717,8968&8970 }J :� I 1 7S ,
1070 TECHNOLOGYDRNE o..b i��'•, STA O •'��`
N.VENICE,FL 34175 ANCHORAGE DETAILS/EXAMPLE ELEV/A TION ',FS+ �,LORIDP•.•••\C>`.
(541)4501500 ,,,� ,�7`S70
,, NAL
""J rl o0� Ro"'V: CERT.CFA11T71.#20200 SERIES 770 AL LIM.SGD-LM IMPACT 1 u()111,1 j 1
JR 04A76/f7 C NO CHANGES THIS SHEET. ; sem,: m,..e o.wyw x.c
uA,m r• 0"b: a v. mr0m yMMING a A.LYNN MILLER,P.E
JR 10/10/14 �u.rvcRrsnSSFr+veo SGD•770 NTS 15 22 PGT0130 C P.EJ1sa7os
CONFI G. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18;
i
--N
INSTALLATION DETAILS'Gw'&'Gc',SHEETS 12&13
( HEADER DETAIL W,SHEET 18; MAX.
IXED JAMB DETAIL'G2% ASTRAGAL HEADER DETAIL W,SHEET INSTALLATION L W,SHEET
$'Ac', DLO
SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS WIDTH JAMB DETAIL'GT.SHEET
DETAILS'Gw'&'Gc', L2,SHEET 19 'Aw'&'Ac',SHEETS 12&13 SHEETS 12&13 NP. 18;INSTALLATION DETAILS
SHEETS 12&13 90° 'Gw'&'Gc%SHEETS 12&13
PANEL PANEL PANEL PANEL ( �i
TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL 2
'R' 'L' 'D' 'A' APE TYPE TYPE APE 2 IA INTERLOCK DETAIL
MAX. CS' 'QS' MAX. 'M',SHEET 19
PANEL HEIGHT SILL DETAIL NOM. / I HEIGHT 90'OUTSIDE CORNER
/ WIDTH TYP. PER 'D',SHEET / PER DETAIL'N1',SHEET 19&
MAX. PER SEE TABLES 18; MAX. WIDTH TYP. SEE TABLES CORNER ANCHORAGE
DLO TABLES 1-3 -NOTE 2, 1-3 INSTALL DLO PER NOTE 2, 1-3 SHEET 11
HEIGHT SHEE�TL,15 DETAILS HEIGHT
-.t� TABLES 1-3 SHEET 15 INTERIOR
0 X X X SHEETS 12 `� Gj a EXTERIOR NOM.PANEL
&13 , X X X WIDTH TYP.
X PER TABLES
MAX.UNIT WIDTH 1-3
SEE FRAME& �—^� MAX.UNIT WIDTH
PANEL CORNER SILL DETAIL'D',SHEET 18; MAX.UNIT WIDTH
CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK 'Dw'&'De,SHEETS 12&13 EXAMPLE:90'OUTSIDE CORNER-XX/XX(2-TRACK)
JAMB DETAIL'11',SHEET 18;
ASTRAGAL DETAILS'Li'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'&
L2,SHEET 19� 1 INTERLOCK DETAIL'M',SHEET 19 'Id,SHEETS 12&13�
1 HEADER DETAIL'C',SHEET
HEADER DETAIL 1 1 18;INSTALLATION DETAILS
'B',SHEET 18; qv'&'Cc',SHEETS 12&13
JAMB DETAIL'H2',SHEET P-f TOOK DETAIL'J'&'K',SHEET INSTALLATION JAMB DETAIL'12%SHEET 18;INSTALLATION
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', DETAIL INSTALLATION
JAMBDETAE A'&'Ic',SHEETS 12&T
Hw'&'Hc',SHEETS 12&13 Jc','Kw'&'Kc',SHEET 14 SHEETS 12&13 PRODUCT13 clinREVISED
the Florida
r MAX.UNIT WIDTH - MAX.UNIT WIDTH Building code
NO -
NOANg. 17.0420.12
- I� -- Jill Expiration Data 02/17/2020
PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE j TYPE TYPE TYPE TYPE Miant a r'oduct Contra]
'R' 'L' M. 'F' M' F' F P MAX:
MAX.UNIT NOM. 'o NOM. UNIT
HEIGHT PANEL °z a j PANEL I HEIGHT
PER 1 / WIDTH TYP. I �0 WIDTHTYP. / PER
TABLES MAX./ /SEE PER / y s�s i SEE MAX. PER TABLES
1-3 DLO NOTE 2, TABLES 1-3 CL 3 jOTE 2, DLO TABLES 1-3 1-3
HEIGHT SHEET 15 i SHEET 15 HEIGHT
101
I ��.•' �10ENSF.411
o x x x i x X x o �. �r�S1Y LYNN '1.,
EXAMPLE:OXXXp SILL DETAIL'S',SHEET 18, EXAMPLE:XXXO SILL DETAIL'F',SHEET 18; =11 No.58705
INSTALLATION DETAILS INSTALLATION DETAILS
(3-TRACK,RIGHT POCKET) (4 TRACK,BY-PASS) - 0: C4
'Ew'&'Ec',SHEETS 12&13 'Fw'&'Fc',SHEETS 12&13
1070TECRNOLOGYDR/VE ee.�ha+x i��••, STATED
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R-1-r. aem: taa > cERr.olFnurlLmns6 SERIES 770 ALUM.SGD-LM IMPACT iS)480-1600
�0NAL]VA N
JR 04106117 C NO CHANGES THIS SHEET. tncMtunemn
o—tvw #.w
A.LYNN P.E.
mrmus u ';TS w 22 PGT0130 C P,E.#68705DJRy.110110114
a SGV-770
PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXTCORNER INTCORNER
INTERLOCK INTERLOCK STILE WI HANDLE BOX OUT BOX IN BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 90 RECEIVER 135 RECEIVER 35 RECEIVER
TYPES OUT IN WIHANDLE W/HANDLE WIHANDLE WIHANDLE WIHANDLE W/HANDLLE18 VER#118 W/HANDL#31 Wl HAND#L3
-'10
-= #120 8119 118 #118 #61 #6 #61 #81
SINGLE
INTERLOCK acov0 ® [ti F PP K Ties TQ TC TA TV�// T 41 N m
OUT �P1q �C ��.Tr ,ftp y/y_ //yp //�� ��tp 1� �/pp/p
SINGLE lam' L ! A C C /'L./ S S SA S V S
INTERLOCK
IN p��i pP.�� � mox0ur /emc/M pr./y�g /e-� Lp�-,/ I�'
STILE RR 9 ➢ 9 8 d� FC 1 V FW
Y
moxoun fo
LOCKSTILE + I'S Q�7$ J � /
WIHANDLE �f ]b/
moxouq lsoxw)
Lij ASTRAGAL
BOX OUT
`R PANEL NOTES:
WI HANDLE lsoxouD 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL
ASTRAGAL p/ SIZES&DESIGN PRESSURE.
LLl BDXIN /1� LEFT Q INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
J WIHANDLE (eoxuul PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
F- ASTRAGAL / L STILE ,G XTERIORAND
. STRAGAOX OUT � T lJ v STILE 3.90AASTRAGALS TO USE HEAVY-DUTY STILES
moxoup /soxouD
F- PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (#81),CORNER RECEIVER(9118)AND EITHER
LL. ASTRAGAL EXTERIOR(#119)OR INTERIOR(4120)CORNER
BOX IN T APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS.
J (BOXIN) moxs0 4.135*ASTRAGALS TO USE HEAVY-DUTY STILES
INT CORNER T Cl
90LOCRNER (#61)AND CORNER ADDON(#31).
J WI HANDLE#120 232"
LLI EXT CORNER QCT �� SILL RISERS OPTIONS 232' '
Z 90 LOCKSTILE �I'—
WIHANDLE1111p I's"-' •232° EXTERIOR PRODUCT REVISED
EXT CORNER EXTERIOR
G-• #16 -I '232" :mJ
a '062" Ins.complying Code with the Florida
00 RECEIVER �T / __q EXTERIOR I ,002' q,065" NOA- 9 Code
W/HANDLE VVv /\f'�' •062" 3.306" NOA-No. 17-0420.12
#118 2.555"
INT CORNER#61 1.567' Expiration Date 02/17/2020
80 RECEIVER AT AS ®F '062"
WI HANDLE By
#118 MI.ml-Da Product Control
EXT CORNER �� 18•FLUSH 3ERZFLAT' 2D LOWRZSEZ.FLAT 22 MED MEDIUM, 4T 24 HIGH,4'ER,FLAT
90 RECEIVER
#61
EXT CORNER 760° ~I r- •750'
135 RECEIVER 1/T V� �� I4. EXTERIOR
WIHANDLE #p1 Z.7'0. EXTERIOR .062"
#31 EXTERIOR .062'NTCORNER .906" a4.056°35 RECEIVER VT WS WF a� •062" 3.305"
WIHANDLE #G1 -kn .062" ° 1111111 IIIIII
1.567° .�`��,,....,..!VA.
19' R"I RISER280XI• 21 LSILL OW 2RISER,BOX 23 SILL RISER,
BOX
X 5 HILL RISER,BOX �•
No.58705
/� -
'NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6 8 �'} - ,4
1070 TECHNOLOGYDRIVE tw�pao,: SF TE OF
N.VENICE,FL34275 PANEL TYPES . '•FL ORIOP•.••''��:
CERT.
UTH.# ,xi" s/GNAL
xevsreyr cam: CERT.OFAUTH#18286 SERIES 770 ALUM.SGD-LM IMPACT 'I/I I I I I 111I
JR ON05/17 C NO CHANGES THIS SHEET. coarworre2oa samauaea se+w coax nm,myw. x°r. A.LYNN MILLER P.E.
pa JR para: aarraa oars rorasusrw VE ® SGD-770 NTS 17 w 22 PGT0130 C P.E,#58705 0
JR 10/10/14 Auwoxrssesaevs0
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 106 FULL PANEL JAMB LENGTH
60 OR 81 105
LOCK P RT
PFGTH 14 75 810-110 17
14 5 da
G3 60 OR 61
60 OR 81 &EhG1 60 OR 61 2-TRACK JAMB 18 5
2-TRACK JAMB (SHOWN 5 SEE DETAIL GI
CLIP#105 WITH FOR FIXED
WIRETAINER#106 OPERABLEPANEL CLIP - LOCKPAR113PANEL) 30 758107-1(SHOWN WITHFIXED PANEL TO EXTERIOR 103 LOCKPART SEE DETAIL G2
THE INTERIOR) 15 113 75 a 107-110 103 FOR FIXED
5 OR 81
EXTERIOR PANEL CLIP 103 60
14 15 5
112 ® 16 17
123 FULL LENGTH G2 40 G4 60 OR 61
q10 X 3/4" OF JAMB EXTERIOR
2-TRACK JAMB 2-TRACK JAMB EXTERIOR EXTERIOR EXTERIOR
SMS,X 3 CLIP#80 OR#105 51 52 WI SCREEN
6"LONG W1 RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
OC 80 (SHOWN WITH H1 (SHOWN WITH H2 (SHOWN WITH H (SHOWN WITH I2 (SHOWN WITH
MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
60 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR)
EXTERIOR �I,EXTERIOR
121 SEE DETAIL ON SHEET 16 v 121 SEE DETAIL ON SHEET 15 121 SEE DETAIL ON SHEET 15
2
112 3 4
45 5 113 5 113 5
152 51 69 EXTERIOR EXTERIOR 69
EXTERIOR 63
a PRODUCT REVISED
as complying with the Florida
OA-
SHOWN WITH 2-TRACK W/SCREEN 3-TRACK 4-TRACK MAX.UNIT Nng Code
OPT.SCREEN FRAME HEAD eFRAME HEAD C FRAME HEAD HEIGHT PER OA-No. 77-0420. 2
TRACK
TABLES 1-3 Expiration Date 02/17/2020
sy
Miami-Dade oduct Control
53 89 60 69
EXTERIOR EXTERIOR
52 51 72 OR 73 72 OR 73 1�3 72 OR 73
46 17 9 10
113 11 11
48 47 o 8
EXTERIOR 112 ° 6 113 113 \111111111/I////
a5 5 Ai
�
FRAME SILL
E FRAME SILL FRAME SILL
No.58705 '
ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES
1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. 017
1070 TECHNOLOGYORIVE o T F A E F •�77J`
N.VENICE,FL 34275 VERTICAL SECTION DETAILS �'.�S ��RIDP.• ���
(941)480.7600 ,a. ��r�`TS70NAL rcNG��•
-�: RUNabx CERT.OFAUM.a2M6 SERIES 770 ALUM.SGD-WINDOW-LMI "II I I I I I;
JR 04/0617 C NO CHANGES 7HIS SHEET co mour."Ir GnAvnrm e — aro.e as.o- Rx. A.LYNN MILLER,P.E.
orem,ey:o.w: cL o ew: rGrlNousm�es,RIG. ® GD-ZIMINDO11 NT$ 18 -122 PGT0129 C P.E.9 68706
JR O1/2OI14 ALL RIGNIG RESERYEO
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 61 113 178
*.R
7
28 113
11
27 63 46 103
%5XTERIOR1
62 111 63 80 OR 81
1420 G5 82 90° T— Z
IOR
EXTERIOR INTERIOR EXTERIOR
®P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS (� 90° INTERIOR
(EXT.OR INT.MOUNT) K EX7.MOUNT ONLY v
LOCK PART LOCK PART LOCK PART
76 8107-110 75 8 107-110 61 7b$107-17 5
INTERLOCK
14
113
7�XTIER..61 1 118:jqEXTEPJORV
R113 ITEM#61(HEAVY-DUN t13 to3 119 EXTERIOR 7 STILE)SHOWN,ITEM#60
68 (STANDARD STILE)ALSO
APPLICABLE SEE TABLES
16E_j�STANDARD ASTRAGAL Lt WITH STANDARD STILES#60 L2 WITH HEAVY-DUT7 4ffi�HEAVY-DUTY Y STILES#61 Nt 2 TRACKS OWN AL!61 da90'OUTSIDE CORNER N2 2 TRACK SHOWNER 1-3 SHEETS IA FOR DP
IT
(PSF)ASSOCIATED WITH
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN STILES.
(BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED
TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN)
4 INTERIOR PRODUCT REVISED
as complying with the Florida
31 LOCK PART Building Codo
75&107.110 NOA-No. 17.0420.12
4 INTERIOR 5 INTERIOR
Expiration Date D /17/2020
4
135° 5 By
Mla = ad roduct Control
11
7
135°
14 5 61 32
103
61
32 15 EXTERIOR 67 `\I111111111I7j/
11 5
�T� �♦ IGEN
F'•, /'i
LOCK PART 31 103 61 EXTERIOR 7 135°INSIDE CORNER ♦ a��'. S ��
75&107-17 V 14 oz 2-TRACK SHOWN ` R'. No, ��
ya 58705
®135°OUTSIDE CORNER = >5
Ot 2-TRACK SHOWNr,�
O� sT{r)oFr �41i
1070 TECHNOLOGYORIVE
C� •<ORIOP.••'
N.VENICE,FL 34276 HORIZONTAL SECTION DETAILS,CORNERS ''.s •'••• • G�♦♦`
(9411406460, ,� /'//,ZONAL EN♦`
x.nasy gym• �. �: CERT-OFAUTH.A.296UU7SERIES 770 ALUM,SGD-LM IMPACT '' 111111iI1`�
JR 04/06/77 C NO CHANGES THIS SHEET. eormlexromnsww°mc sane ou.e om.moxo noa A.LYNNMILLER,P.E.
oa.mor: s°m: oem: rormousrwes,�xc. SGD-770 NT$ 19'm 22 •PGT0130 C P.E.958705
JR 10/10114 nu.warrslrEer9vEo
Item PGT PGT# Description Item PGT PGT# Description NOTES:
DWq.# Dwg.# 1)ALL ALUMINUM=6063-T6
1 17305 617306 2-TRACK HEAD 60 17325 617325 PANEL STILE
2 17303 617303 2-TRACK HEAD WITH SCREEN RAI. 61 17326 617326 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 MP248 VINYL BULB WSTP.-THIN QNSIDE INTERLOCK) NOT PART OF THIS APPROVAL.
5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD
6 17317 817317 FRAME HEAD/JAMB ADO-0N 65 17328 817328 INTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES
7 17304 617304 2-TRACK SILL 67 17329 617329 ASTRAGAL MIN.#10 SMS OR 3116"MASONRY
8 17301 817301 2-TRACK SILL WITH SCREEN RAIL 66 17339 617339 HEAVY DUTY ASTRAGAL ANCHORS @ 24"MAX.O.C.
9 17307 617307 3-TRACK SILL 69 17324 617324 TOP&BOTTOM RAIL I
10 17310 617310 4-TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSON(INJECTION MOLDED)
11 17313 617313 FRAME SILL TRACK INSERT 71 1695 71695 1-1/2"X i"X314"HIGH FIN SEAL DUST PLUGS
12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 78153X TANDEM ST.STL ROLLER ASSY-
13 17318 617318 FRAME SILL SCREEN ENDADD-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY.
14 17305 617305 2-TRACK JAMB 74 SILICONE DOW-399,DOW-995 OR GE-7700 I
t
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 75 8165 781 B5X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE
16 17308 617308 3-TRACK JAMB 70 71032X1FPFX 010-32 X 1"FL.SS SCREW W/TYPE"F"TIP -
17 17311 617311 4-TRACK JAMB 77 7103239 1032 STEEL ZINC U-NUT
18 17322 817322 SILL RISER-FLAT,FLUSH,1-112" 79 17357 817357 1'IG BEAD
19 17319 1 017319 SILL RISER-BOX FLUSH,1-1/2" 80 17359 617359 7116"BEAD/FDEO PANEL CLIP
20 17321 817321 SILL RISER-FLAT,LOW,2-112' 81' 17360 617360 9116"BEAD I
21 17318 617318 SILL RISER-BOX LOW,2-112" 82 1224 OTP247K VINYL BULB WEATHERSTRIP
22 17355 617355 SILL RISER-FLAT,MEDIUM,3-114" 83 61749 1745 LOWE INC,1/2"X1116"SGL SIDE ADH.TAPE,POLYERL.
23 17354 • 017354 SILL RISER-BOK MEDIIM,3-1/4" 100 8052 48052 ROLLER ADJ.HOLE PLUG
24 17323 61T323 SILL RISER-FLAT,HIGH,4" 101 72087 JAMBBUMPER
25 17320 017320 SILL RISER-BOK HIGH,4" 102 1698 71698 OUST PLUG
26 17333 617333 POCKETP-HOOK 103 8186 78186X 1"KEEPER
27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 053 7SOKEEP SCREEN LOCK KEEPER
28 17334 617334 POCKET P-HOOK MOUNT 105 17344 017344 Fe(ED PANEL CLIP-6'LONG
29 17335 617335 P-HOOKCOVER 106 17352 817352 FOIED PANEL RETAINER-9!16" i
30 17348 617348 POCKET P-HOOK FOR BOXRISER 107 1739 71739 HANDLE K71--INTERIOR RAISED WITH THUMB TURN
31 17378 617378 135 CORNER 108 1740 71740 HANDLE KIr-RAISED EXTERIOR HANDLE !
3217370 617376 135 RXED MOUNT 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN PRODUCT REVISED
ITEMS 40-53 ARE SCREEN PARTS: 110 1732 78178 HANDLE KIT-RECESSED FXIERIOR PULL as complying with the Florida
40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 111 710)04PPSOAX 910 X314"PH.-PH.TEK-S.S. Building Code
NOA-No. 17.0420,12
41 7LOCKWOSK SCREEN LOCKSET 112 1235 67818 IWSTP,.270 X.170-FIN SEAL
42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 .187"X230"FNSEAL Expiration Date 02117/2020
fl
43 8152 68152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX 910X1-112" By
44 4428 04428 SCREEN DOUBLE INTERLOCK 115 710MPPT 910 X 1" Miami-Da -roduct Control
45 4317 612256 SCREEN TOP RAIL 118 72OX1X 914-20 X 1"S.S.
46 4318 612257 SCREEN BOTTOM RAIL 117 720X112X 914-20 X 1-1/2"S.S.
47 668 7SRAZ STANDARD ROLLER 118 17330 617338 90 DEGREE CORNER RECEIVER
48 868 7SRAX STANDARD ROLLER-ST,SIL 119 17337 817337 90 DEGREE OUTSIDE CORNER ASTRAGAL
49 434464344 SCREEN ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 1 617352 RO PANEL RETAINER,718"
51 1692 61692 SCREEN SPLINE-.165" ``711111111/1j/
52 1694 81694 SCREEN SPLINE-.150"
53 81816020 SCREEN CLOTH
54 1725 112X4"X!L SET.BLOCK,NEOPRENE 85*/S �� •''�,IGENSF••��(�
55 1726 1°X4"X1/10 .1-7.BLOCK,NEOPRENE 05+/S "Z.
•',�
.*.; No,58705
�On'.. S E F
1070 TECHNOLOGYDRAB %� <ORIOI;,.•'•�_��
M VENICE,FL 34275 PARTS LIST s
(941)496,600 n� ''.S�o1�laL 0""
amaey. gym: CERT,OFAUTH.#29296 SERIES 770 ALUM.SGD-LM IMPACT //111111111`1`
JR 04/0517 C NO CHANGES THIS SHEET, 7
® rM^°'+' �": A.LYNN MILLERP.E.
w-rum06 WA we 300.770 NTS 20 d 22 PG70130 C P.E.#58705,
JR 10/10/14 uewcnranesmvro
5.069" 8.562" 1.36°
1.36"
0.080"
1.872"
F1.211" LL-j1.505"
�� 0.081" 0.062" -- 1.019"
LJL0.081" 2-TRACK HEAD 10 4-TRACT(SILL 0.081"
O(6063-T6 AL) O(6063-T6 AL) OSCREEN�
40 STILE
6.198" 5.069" (6063-T6 AL)
6.198" 6.520. �I
0.080"
1.211" JL L-1 1.505"
1.993" 0.062"
0.081" O2-TRACK HEAD W/SCREEN TRACK O3-TRACK SILL SCREEN
(6063-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB 45 TOPRAIL
(6063-T6 AL) (6063-T6 AL)
7.105"
0. 2-TRACK JAMB WI
6.22 15 SCREEN TRACK
0,080" � (6063-T6 AL) -►{ 1.36" �+-
1.2yy11" 1.505" �
-L 0.875"
1.36" � ]�
1.993°
0.081" O 3-TRACK HEAD O6 2-TRACK SILL W/SCREEN TRACK00.062"
(6063-TEAL) (6063-T6 AL) '081" SCREEN
46 BOTTOM RAIL
9.142" (6063-T6 AL)
4.49" 0.081"
0.080"
-� PRODUCT REVISED
1 211„ 1.505" 7.105" Building lYodewifh the Florida
y NOA-No. 17.0420.12
1 9.141" ExplratlonDate 02M7/2020
0.081" O4 4-TRACK HEAD 7D2-TRACK SILL
(6063-T6 AL) (6063-T6 AL) h11am-Da Product Control
1.2y6 0"
"
0.060"
-r1 1,514° r
0.062 � 90. 0.7
0.060" 5�
1`tlllllrrr��
FRAME HHEAD/JAMB SCREEN FRAME SILL SCR901,
EEN FRAME SILL SCREEN \.�`�O,...• ���i�
O ADD-ON 12 ADD-ON 13 END ADD-ON 16 3-TRACK JAMB �� �10ENSF•.,((�
-T6 AL) (6063-T6 AL) (6083-76 AL) -T6 ALj(6063
y�:
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS - No.58705 ,.
OR 3/16"MASONRY OR 3116"MASONRY 84-TRACK JAMB
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (6063-T6 AL)
10707ECHNOLOGYGRIVE meUws i0�'•, STATED
N.VENICE,FL 34275 EXTRUSIONS ',�'s '•F<aRIOP,,,•'\���
/sa114ed-lsoo ,.� ��'�is70NAL ENG`
R° ^s' CERT.OFAM.#20208 SERIES 774 ALUM.SGD-LM IMPACT
JR U4/06F1% C NO CHANGES THIS SHEET. cownrcRroner sm+aaac ssr.: seer onwgxn xe" A.LYNN MILLER,P.E.
--Nr. ne10/m;10/44 cn . 0wa vorwuusm.Esmc °° SGD-770 NTS 21 "1 22 PGT0130 C p.E.058705
JR .w.arcxrs aESExvCo
0.718" 0.83"
ED 2,304" 3.802"
3.802" 0.752"
0.752" 21� F LI
0.574" 1.163"� 0.885"
0.062" 0.796"
0.080" 0.062" J 0.062"
0.264" � 0.233"
0.075"
OFRAME SILL P-HOOK MOUNTING P-HOOK SCREW
SCREW COVER 1 TRACK 2s P-HOOK 28 ADAPTOR 2a COVER 0.080" 3o P-HOOK FOR BOX RISER
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
4"
• X--]
4 � "
0" 1.488"
1.739"-�
2" 1.600 0.133" 1.600 0.062" -�{ 1.303
080" 1.870" it 1.888"
016"
Imo- 3.125" F.-- 3.125" 0 325"
A2 0.062"
INTERLOCK s5
CK INTERLO0CK
31 135"CORNER 32 135"FIXED MOUNT so STANDARD STILE 61 HEAVY DUTY STILE O
(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"
0.075' 0.062" 1.04° I 1.060" 1.050" 1.050"
0.075" 1.645"
1
1.645"
'289"045" 611" .485"
f'. J uff "" I
F+-3.25„ � .046"
0.125 0.281"
GLAZING 7/16"GLAZING 9/16"GLAZING
W STANDARD ASTRAGAL sa HEAVY DUTY ASTRAGAL 69 TOP/BOTTOM RAIL 7s ao 81 PRODUCT REVISED
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) BEAD I.G. BEAD,FIXED BEAD as complying with tho Florida
(6063-T6 AL) PANEL CLIP (6063-T6 AL) Building Code
(6063-T6 AL) NOA-No. 17-0420.12
1.003" 1.031, Expiration Date 02/17/2020
4„
By
-
5.621" Mlam-Dad ?roduct Control
0.757" �0.080
0.050°
tos FIXED 0.709" 2.893"
(6063-T66 AAL) 0.133"
PANEL II II 1 498" 0.133" 1.498"
LI° �
.550"6 -X10.863 U 0.080"
FIXED PANEL 5.621" 4„
0.709" 123 RETAINER,7/8" 120 90"INSIDE CORNER ASTRAGAL
0.080" -r II� (8063-T6 AL) 2'826" 119 90"OUTSIDE CORNER ASTRAGAL (6063-T6 AL) `�`�jt0.1�OEN3f
FUCED PANEL 116 90"CORNER RECEIVER
(8063=T6 AL) QST. F
los RETAINER,9/16" (8063-TB AL) _ N0,68705
(6063-T6 AL) _9: A
_ 1070 TECHNOLOGYDRNE Pte+' �33 r
N.VENICE,FL 30275 EXTRUSIONS 0 •• St'a7E 0 ••,C(/
(941)4604600 m.: �(CS•'•;�<ORIOP.•''�\��`
nR gtiaoyl7 3e c r NO CHANGES THIS SHEET. CERT.OFAUTH.026266 SERIES 770 ALUM.SGD-LM IMPACT //'/`,Sr/ONAL E``�
comuchromn5npl�. T--7-- -�wvx" a. A.LIIMNILLEI2)P.E
o,,.mor om": cnxkod .mwraraowmreswa SGO.770 NTS 22 1.22 PGT0130 C REA58705
JR 10/10/14 aLL6icHrsa¢sa1V5e