HomeMy WebLinkAboutNOA, SGD o i FI LE 0 PY
•DADE MIAMI OF0 " MIAMI-DADE COUNTY
esaw V I I WED F DUCT CONTROL SECTION
i� SW 26 Street,Room 208
G ®IY1IY1��'�
DEPARTMENT OF REGULATORY AND ECONOMIC RESOD i��CFmiami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION 5-2590 F(786)315-2599
NOTICE OF ACCEPTANCE OA -ST1 ��� �.miamidade. ov/economv
PGT Industries,Inc.
1070 Technology Drive, S E P 2 J20
North Venice,Fl.34275
SCOPE: ST. Lucie County, Permitting
This NOA is being issued under the applicable rules and regu a lons-pVff-r irgth�use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to
meet the requirements of the a building cod
This product is appro -as desc ' n,and has been designed to comply with t orida Building Code,
including the HE 'lelocity rricane Zone.
DESCRIPTI N: Series"770HP"Aluminum Sliding Glass Doors w/Reinforcements
APPROVAL D NT:Drawing No.PGT0004 Rev G,titled"Series 770 H. inum SGD-LMI",sheets 1
through 10 of 10,prepared by in on 11/22/19,signed and sealed by Lynn
Miller,P.E.,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number
and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Large Missile Impact Resistant
Limitations:
1. See tables 1& 1A in sheet 4 of this approved drawing set for applicable SGD unit sizes,design pressures,
reinforcements,glass types,sill riser and anchors requirements. See approved configurations in sheet 2.
2. Applicable operable door Egress min clear width&height requirements must comply per FBC,to be reviewed
by Building official.
3. See glazing options G4,G4A,G6 and G6A in sheet 3.
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 renews NOA#17-0426.13 and consists of this page 1 and evidence pages E-1,E-2&E-3,as well as
approval document mentioned above. —�
The submitted documentation was reviewed by Ishaq I.Chanda,P.E.
NOA No. 19-1126.04
MIAMI-DADE COUNTY Expiration Date: March 24,2025
Approval Date: January 09,2020
Page 1
L_
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under PP
previous approvals
P
A. DRAWINGS
1. Manufacturer's die drawings and sections (Submitted under files#11-1018.16/#09-0826.12).
2. Drawing NoTGT0004 Rev D,titled"Series 770 H.P.Aluminum SGD-LNH", sheets 1 through 10 of
10,prepared by manufacturer,dated 08/05/07 and last revised on 02/13/14, signed and sealed by
Lynn Miller,P.E.
B. TESTS
1. 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)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 with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors(Samples
A-1,A-2, B-1,B-2 and C-1),prepared by Fenestration Testing Laboratory,Inc.,Test Report No
FTL-7468,dated 09/13/2013, all signed and sealed by Martin D. Brinson, P.E.
Note: This test report has addendum letter dated Jan 13, 2014,issued by Fenestration Testing Lab.
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)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 with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors,
prepared by Fenestration Testing Laboratory,Inc., Test Report No FTL-5998,FTL-6005 and FTL-
6012, dated 08/10/09, all signed and sealed by Julio Gonzales,P.E. (Submitted under files# 11-
1018.16/#09-0826.12) Note: The test reports No.FTL 5998 has been revised and reissued on
12/29/09, signed and sealed by Julio Gonzales,P.E.
3. Additional reference supporting test reports#FTL 5254 and ATI72138.01-401-18.
C. CALCULATIONS
1. Anchor verification and comparative analysis dated 01/24/14 and last revised on 02/13/14, sheets
1 thru 45,prepared by PGT, signed and sealed by Lynn Miller,P. E.
2. Glazing complies with ASTME-1300-02&-04.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1 Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont De Nemours& CO.,Inc. for
"DuPont SentryGlas®interlayer",expiring on 01/14/2017.
F. STATEMENTS
1. Statement letter dated OCT 04, 2013 of compliance to FBC 2010 and"No financial interest",
prepared by PGT, signed& sealed by Lynn Miller,P.E. r I
2. Letter of lab compliance,part of the above test reports
1 Is aq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No. 19-1126.04
Expiration Date: March 24,2025
Approval Date: January 09,2020
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHER
1. This NOA revises#11-1018.16,expiring March 24,2015.
2. Test proposal dated 6/4/13 approved by Jaime Gascon,P.E.
3. Test proposals No(s) 09-0177,0177-A,B&C approved by BCCO.
4. Letter of commitment dated February 20, 2014, issued by PGT, signed by A. Lynn Miller,P.E.
2. Evidence submitted under previous approvals
A. DRAWINGS (submitted under file#16-2609.06/#15-0106.07/#13-1009.07)
1. Drawing No. PGT0004, titled "Series 770 H.P. Aluminum SGD—L.M.I.", sheets 01 through
10 of 10, dated 08/05/07, prepared by manufacturer, revision "F" dated 05/05/16, signed and
sealed by Anthony Lynn Miller,P. E.
B. TESTS
1. Reference Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors
(w/PS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory,
Inc.,Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968,dated 02/15/16, 06/07/16 and
06/20/16, all signed& sealed by Idalmis Ortega,P.E.
2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked up drawings and installation diagram of Aluminum Sliding Glass Door
(XOX),prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7825, dated
06/10/2014, signed and sealed by Idalmis Ortega, P. E.
3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked—up drawings and installation diagram of Aluminum Sliding Glass Doors
(Samples A—1, A-2, B-1, B-2 and C-1), prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL-7468,dated 09/13/2013, signed and sealed by Martin D. Brinson,P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th Addition
(2014), prepared by manufacturer, dated 03/05/15, signed and sealed by Anthony Lynn
Miller,P.E.
2. Glazing complies with ASTM E1300-04/09
D. QUALITY ASSURANCE
1. Miami—Dade Department of Regulatory and Economic Resour es (RER)�'
Ishaq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No. 19-1126.04
Expiration Date: March 24,2025
Approval Date: January 09,2020
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 144916.10 issued to Kuraray America, Inc. for their "Kuraray
PVB Glass Interlayer" dated 03/12/15,expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance to and complying with FBC 5te Edition (2014), issued by
manufacturer, dated 12/31/14, signed and sealed by Anthony Lynn Miller,P. E
2. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
3. Proposals No.'s 094177 A, dated 05/05/09,—B,dated 05/27/09 and—C, dated 05/27/09,all
issued by the Product Control, signed by Ishaq Chanda, P. E.
G. OTHERS
1. Notice of Acceptance No. 15-0106.08,issued to PGT Industries,Inc. for their Series "770—B4P
Aluminum Sliding Glass Doors w/Reinforcements—L.M.L",expiring on 03/24/20.
3. New Evidence submitted
A. DRAWINGS
1. Drawing No.PGT0004 Rev G,titled"Series 770 H.P. Aluminum SGD-LMI", sheets 1 through
10 of 10, prepared by manufacturer, dated 08/05/07 and last revised on 11/22/19, signed and
sealed by Lynn Miller,P.E.
C. CALCULATIONS (submitted under file#17-0420.13)
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,Inc. for their"SentryGlas®
(Clear and White) Glass Interlayers", expiring on 07/04/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (6th Edition) and letter of no financial interest,
prepared by PGT, dated 11/22/19, signed and sealed by Lynn Miller,P.E.
G. OTHER
1. This NOA renews NOA#17-0420.13, expiring 03/24/2025.
Is aq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No.19-1126.04
Expiration Date: March 24,2025
Approval Date: January 09,2020
E-3
GENERAL NOTES: SERIES 770 H.P. LMI SLIDING GLASS DOOR WITH REINFORCEMENT DESIGN PRESSURE RATING IMPACT RATING
SEE TABLES 1&1A ON RATED FOR LARGE&SMALL
1)GLAZING TYPE OPTIONS:(GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) SHEET 4 MISSILE IMPACT RESISTANCE
GLASS STRENGTHS:T=TEMPERED HS=HEAT STRENGTHED
INTERLAYER TYPES:SG= .090°SENT RYGLAS CODES I STANDARDS USED:
G4-7/16'LAMINATED:(2)LITES OF 3116"HS WITH.090°SG INTERLAYER. 02017 FLORIDA BUILDING CODE(FBC),6TH EDITION
02014 FLORIDA BUILDING CODE(FBC),5TH EDITION
G4A-9116"LAMINATED:(2)LITES OF 1/4"HS GLASS WITH.090"SG INTERLAYER. -ASTM E1300.09
G6-1"LAMINATED INSULATING GLASS:3/16"T EXT.CAP+3/8"AIR SPACE+7/16"LAMINATED:(2)LITES OF 3/16"HS GLASS WITH.090"SG INTERLAYER. oANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION
G6A-1°LAMINATED INSULATING GLASS:1/4"T EXT.CAP+5116"AIR SPACE+7/16"LAMINATED:(2)LITES OF 3/16"HHS GLASS WITH.090"SG INTERLAYER, oALUMINUM DESIGN MANUAL,ADM-2015
2)DESIGN PRESSURES:A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. oAISI St00-12
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. oA1SC 360-10
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO.
--- -- -- 3)ANCHORAGE:-THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS, SHEET --
-- - THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE
GENERAL NOTES.............1
DETAILS SEE SHEETS 4-6. ELEVATIONS......................2
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. GLAZING DETAILS............3
5)INSTALLATION SCREWS,FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. ANCHORAGE.....................4-6
6)REFERENCES:TEST REPORTS FTL-5998,FTL-6005,FTL-7468,FTL-6012&FTL-7825. DESIGN PRESSURES.......4
ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL ELEVATIONS.....................7
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY CONFIGURATIONS...........7
HURRICANE ZONE(HVHZ). VERT.SECTIONS..............8
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. HORIZ.SECTIONS............8
9)CONFIGURATIONS:STRAIGHT DOORS-MAXIMUM 2 TRACKS BY 9 FT.(108")HIGH WITH MAXIMUM 4 FT.NOMINAL WIDE DOOR PANELS,MAXIMUM 4 PANELS.SEE PARTS LIST.......................9
EXAMPLE ELEVATIONS AND PANEL CONFIGURATIONS ON SHEETS 2&7. EXTRUSIONS....................10
D.L.O.WIDTH=NOM.PANEL WIDTH-7"
D.L.O.HEIGHT=DOOR UNIT HEIGHT-10.125" TABLE A:
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" Anchor Frame Min.Edge Min,O.C. Min.
Group Anchor Typo Member Substralo Distance Distance Embedment or
Metal Thickna® _
912 1"SMS. Southern Pine(SG-0,55) 911E 7/8' 1-3r8'
NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5.6: F#12410l,S SMS, AI 6063 T5 SteeAlurrl
3/8' 9/16' 0.071-
#12 410 SS SMS, A36 Steel 318' 911E 0.050' ..
Fr=90 ksi,F°=110 ksi Gr.33 Steel Stud 3/8' 911E 0.045'(18 Go)
1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE A An Concrete(min.Z22 ksi) 1.1I7 3- 1-31E
COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS.SEE 1/4-Elco Aggm-GalorM Jamb Filled Block(ASTM C90) 2• 3' 2-
TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND F,-57 ksl,F""96 ksi Jamb Hollmv Block ASTM C.90) 7 3' 1-114"
SUBSTRATE REQUIREMENTS. An Southern Pine SG=0.55 1' 1' 1-318"
Sarlhem Pine IS =0.55) 911E 718' 1.31e"
8 att Steel SMS(Gr.5) qp 6063-T5 Aiummurn 3/8' 911E 0.071'
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. A36 Ste at 318' 91E o.0w'
Gr.33 Steel Stud 3/8' 911E 0.045'18 Ga
3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112"THICK.1X WOOD 114" too ulna 0 AI Concrete(min.2.85 ksq 1' 4 1-38
BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID C F,-155 ksi,F 1T7 ksi Jamb Hollow Block(ASTM C90) 1' E 1.114" rRODUCr ignEWE'D
CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR t/a'E co UltmCo 3 An reie(;Mn.2.85 kal) 2-1/2" 4' 1.3rE escempiyfe ."tLe4 Aft
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO F,-155 ksi,F"=TTT ksl Janlb Filled Block(ASTh1 C90) 2-112' Al' 1-114' Butting Coda n/,ptl
PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND Jamb Hollow Block ASTM C90 2-1? 6' 1.1l4' Acceptance No�� Ay I
D Head I SIII Concrete(min.3.35 ksi) 1' 4' 1-314' Ekptrot en Da?J� Z4N
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT 1/4.410 SS EICO Cnnee]Uw Jamb Cone ete(min.3.35 ksi) 1' 6' 1-314' �!�/ r �^N��
11
OF RECORD. Fr=m.4 ksi.F"=189.7 ksi lamb HAEIOY Block(ASTM C90) 2-117 6' 1-114' �nYi"na p� CfUHhA�
AD 1 Southern Pine SG-0.55 1' 11' 1arE
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE ANCHOR GROUPS ABOVE,CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL
REVIEWED BY THE AUTHORITY HAVING JURISDICTION. TABLES IN THIS APPROVAL.
2)ALL ANCHOR HEAD TYPES ARE APPLICABLE. ,���� pV LYN
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT 3)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY=33 KSI. '` 00.•'•""•N!lJj
REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,MAX.1/4" 4)FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. Q�r•' 11ceNSF '•�!�',
THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE 5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND No 58705
ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, BEYOND METAL SUBSTRATE. _ x
AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,
30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND
WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING 1070TECHNOLOGYDRIVE �T'.. STATE OF
N.VEN/CE,FL 34275 [�T.
GENERAL NOTES AND MAP
JURISDICTION. c� '•F�oRlon.,.'
,1480-1600
CERT..0IFAU F29296SERIES 770 H.P.ALUMINUM SGD-LMI � O A
JR 04/03/17 G UPDATED TO FBC 2017,REV.TABLES 1&A.JAMB OC. w,.,nr..w• s.�•. - an-- - A Lti M 1014 EA,9.E.
SMC O&D5107 RJA RJA
SGD770 N.P. NTS 1 a 10 PGT0004 G P.E.W 58705
YI
MAX. UNIT MAX. UNIT
WIDTH 96" WIDTH 145 5/16"
A B F I A B F I
6
MAX. MAX.
DOOR a s / B / DOOR / _
UNIT / / E L HEUNIT
IGHT
M I 16
HEIGHT / /
108" 108"
i
XO, OX, XX G OXX, XXO, OXO
PttoDucr RENEWPD
...mplYinRwit6 ifie FMCltis
Buiding Cale
MAX. UNIT E Pinittm Datee" G y{
WIDTH 191 1/2" c�
nii�reae.�a'..
A B I
f
MAX.
DOOR B 6 a UNIT
HEIGHT B B
108"
IIIIIIII,
OXXO
P�,• _IGEN4•.1��
No.58705
APPROVED CONFIGURATIONS
;r-
�O•.•, is A�
1070 TECHNOLOGY ORIVE Q1Op0" F OF ,•��(/``
N VENICE,FL 34275 ELEVATIONS 6`S,'•.<oalo�,.•
CERT.OF AU TH.#29295 SERIES 770 H.P.ALUMINUM SGD-LMI
(941)480.1600
JRY D4/03/f7 R G NO CHANGES THIS SHEET. s..mex sys um.+u no. w..
_ U�T A.LVN<JLLER,P.E.
'SMC 08/OS/09 QRJA �� SG0770 H.P. NT$ 2 , 10 PGT0004 G P.E#58705
3116"HS GLASS
3/16"HS GLASS .090"SG SILICONE
.090"SG 3116"HS GLASS
STRUCTURAL
3/16"HS GLASS 74 3/8"AIR SPACE -� 74 POLYISOBUTYLENE 1!4'NOM.
3/16"T GLASS WITH DESICCANT \
7116"NOM. 1"NOM. L
rxr.class 4SGKOD T PACE
82 3/4"NOM. 83 314"NOM. 4SG TIPS
GLASS I GLASS
-- 80 i BITE 79 t BITE
T 6 5 INT.GLASS
EXTERIOR I
EXTERIOR I-
54 �Z HOT-MELT BUTYL
srRucTURAL
7116"LAMINATED GLASS TYPES G4 1"LAMINATED INSULATING 55 SILICONE 3116'NOM.
GLASS TYPES G6 FOAM
WITH
DESICCANT
SUPER
EXT.cLAss s7 SPACER®NXT'm
3116"HS GLASS -►
114"HS GLASS .090"SG
INT.GLASS
.090"SG 3/16"HS GLASS
114"HS GLASS 74 5/16"AIR SPACE 74
9116"NOM. , 1/4"T GLASS ALUMINUM VROBUCP pRF m
1"NOM. REINFORCEMENT a�cdi.%Cog
Baldio>:Code
82 AccePwce na
3/4"NOM. 83 3/4"NOM. 5116'NOM 7 @ipimlioa pare
GLASS GLASS BUTYLa I _
$1 I BITE 79 BITE DESICCANT MI
`I
ExT.GLAsFOAM
s DURASEAL� Fifami r.aa..-r cosa.4'
f 6_5 SPACER
EXTERIOR 4\
EXTERIOR
54
9/16"LAMINATED GLASS TYPES G4A 1"LAMINATED INSULATING 55 INT.GLASS
GLASS TYPES G6A
POLYISO- DESICCANT FILL AREA
BUTYLENE
SEAL 5116'NOM.
i SILICONE SEAL
ROLL-FORMED__'LU
f
STAINLESS STEE
Part# Description Material 59 XL EDGE TM
56 Kommerting 4SG:FPS Spacer System EXT.GLASS SPACER `
57 Quanex Super Spacer nXT Wlth Hot Melt Butyl See this /` `�` �pN....?.All-V*
58 Quanex Duraseal Spacer Sheet for U� �<.•'L�cENs�•,C��
Materials INT.GLASS P:
59 Cardinal)a-Edge Spacer -7�: No.58705
REFERENCE TEST REPORTS:FTL-8717,8968&8970
GLAZING NOTES: p a
"HS"=HEAT STRENGTHENED c
TECHNOLOOY
"T"=TEMPERED 'd70 N.VENICE•FL342751 GLAZING DETAILS %gyp
"SG"=.090'SENTRYGLASmBYKURARAYAMERICA,INC. (941)460-1660 U. S G
—J > "_' CERT. #29296 SERIES 770 H.P.ALUMINUM SGD-LMI '�,S/ONALL�nT EN `
.lR 04/03H7 G NO CHANGES THIS SHEET. .�.. s sx3 --^+� � A LNe4r1 MILE,
SMC 08/a5/09 Ru SG0770H.P. NTS 3 d 10 PGT0004 G P.E.»ss7os I
TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required Sill Height to Max.(+)DP
(For all appro%ed Configurations,Sheet 2 and Glass Types,Sheet 3) (Water Infiltration Rating)
Door Unit Height (+)Design
Reinforced Interlocks 80' 84" 90° 98" 102° 108' Sill Riser Height pressure,Psf
Heavy-duty Astragal 69-7/8"DLO 73-718'DLO 79.7/8"DLO 87.718"DLO 91-718"DLO 97-7/8'DLO Flush-1-1/2" 1
see note 3
Heavy-duty Stiles Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Low-2-112" +46.67
A 8 C D A B C D A B C D A B C D A B C D A B C D Medium-3-1/4" +60.0
High-4" 1 +90.0
Design Pressure +9(V-130 +901-130 +901-130 +901-130 +901-130 +901-130 C5+2 C5+ SEE NOTES 1-3
24' DLO Head/Sill C5+2 C5+2 C5+2 CS+2 2 C5+2 C5+2 C5+2 C5+2 CS+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2
Jamb 10 1 8 1 B 1 8 10 1 8 1 8 1 8 10 10 1 10 10 12 1 10 1 10 1 10 12 1 10 1 10 1 10 14 1 10 1 10 1 10
Design Pressure +901--130 +901-130 +901-130 +901-130 +901-130 +901-130
30' DLO Head/Sill C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 CS+2 CS+2 C6+2 C6+2 C6+2 C6+2 06+2 C6+2 C6+2 C6+2 CB+2 C6+2 C6+2 C6+2 I
t Jamb 12 10 8 8 12 10 8 8 12 10 10 10 14 12 10 10 14 12 10 10 16 12 10 10 OH LENGTH �--
v
Design Pressure +901.130 +901-130 +90%130 +90/-130 +901-130 -901-130 OH LENGTH 29" =OH RATIO
36" DLO Head/Sill C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 C5+2 CS+2 Cfi+2 C6+2 C6+2 C6+2 C7+2 C7+2 C6+2 C6+2 C7+2 C7+2 C7+2 C7+2 C7+2 C7+2 C7+2 C7+2 OH OH HEIGHT
0. Jamb 12 10 6 B 14 12 8 8 14 12 10 10 16 14 10 10 18 14 10 10 18 14 12 10 HEIGHT
Design Press um +90%130 +90%130 +901-130 EQUAL TO 1
+90%130 +9Q/-130 +90%121.4 0
E 42" 35" Head/Sill C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C7+2 C7+2 C6+2 C6+2 C7+2 C7+2 C7+2 C7+2 C8+2 C8+2 C7+2 C7+2 C8+2 C8+2 C7+2 C7+2 O OR GREATER
z DLO
Jamb 14 1 12 1 8 1 8 18 1 12 1 10 1 8 16 1 14 1 10 1 10 18 14 12 10 20 1 16 1 12 1 10 20 1 16 1 12 1 10 SEE NOTE 3
Design Pressure +90%130 +90/130 +901-130 +9W--130 +90%118.5 +901-110
48' DLO HeadfSill C6+3 C6+3 C6+3 C6+3 C7+3 C7+3 C6+3 C6+3 C7+3 C7+3 C7+3 C7+3 CB+3 C8+3 CB+3 CB+3 CB+3 C8+3 C7+3 C7+3 C8+3 C8+3 7+j C7+2
Jamb 1 16 1 12 10 1 8 1 16 1 14 1 10 1 8 1 18 1 14 1 12 10 1 20 1 16 12 10 1 20 1 18 1 12 1 10 20 16 1\�12A 10
NOTE:JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. O=EXAMPLE ON SHEET 5 pRoDVCTR6NEW90
¢5 complying with dre 51
Bu•*ding CpAe
61 pcWl°nce Ho
ExPtratio0 DOC—3 )
IinmID IF doU Cotml m -
1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4"SILL,
2.WHEN USING THE 2 1/2"SILL,POSITIVE DP IS 46.67 PSF MAX.AND WITH THE 3 1/4"SILL,
�L POSITIVE PRESSURES IS 60.0 PSF MAX.
(NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A ON THIS SHEET.
113 3.2 1/2',3 1/4"AND 4"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
se THE 1 1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
HEAVY DUTY ASTRAGAL REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED
HEAVY DUTY STILES WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT
FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED
FOR WATER INFILTRATION.
4.SEE SHEETS 1,5&6 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT
ns2 Ill 61 66 INFORMATION.
s5 5.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS.
66 7, � I D.L.O.WIDTH=NOM.PANEL WIDTH-7"
J D.L.O.HEIGHT=DOOR UNIT HEIGHT-10.125" 111 i I I r r
61 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866^ LY,vp�n�i 7,
ALL INTERLOCKS TO BE REINFORCED No.58705
WITH THE#66 HEAVY-DUTY REINFORCEMENT —
HEAVY-DUTY STILES O )I I q 4(jlY`
1070 TECHNOLOGYORIVE o'° , ��,�, F�CTE
N.VENICE,FL 34273 DP AND ANCHORAGE CHART ,�,S, ai o, ..••G.,`�
(941)460.1600
r Dine.
JR 04/03/17 R G REVISED TABLE 1. CERT.GpatnH.91s296 SERIES 770 H.P.ALUMINUM SGD-LMIP.F
s.�.wu. swy m.My"�^ "". A.LYN�I�I�ER.P.E
++^er: wy. rmue Min
SGD770 HP. NTS 4 > 10 PGT0004 G P.Ek1 ER
v SM 8/5/09 1 T.
EXAMPLE OXX ANCHORAGE PLAN:
(3)PANEL, 48"x 108"DOOR FROM TABLE ON SHEET 4,ANCHOR TYPES C IN CONCRETE SUBSTRATE "ANCHORS PER PANEL"ARE THOSE
AT THE HEAD AND SILL BETWEEN
+2 C7 +2 C7 +2 CLUSTERS OR THOSE BETWEEN A
CLUSTER AND A FRAME JAMB.
xL24"MAX.O.C. x x x xx 6"MAX.
(ADD ADDITIONAL x x x (20)ANCHORS TOTAL @
ANCHOR MIDSPAN EACH HEAD&SILL
IF NEEDED) 1
--- -- — - - -- -
21" (12)
— 48"NOM.PANEL WIDTH -- MAX.O.C. ANCHORS
PER
Ix JAMB
108" (SEE
MAX SHEET
6FOR
CLUSTER
O.C.
SPACING)
Ix
x x� YitoDUCf RENEWED
m complying wit4lhc FIuc3!'
6"MAX. Duidiag Code
EspiraNuo Dett �/�.:�y
"x x 24"MAX.O.C.""x C.L.ASTRAGAL
h— 8-MAX.,TYP. �emmi Drdc rodaa Coeuot
SEE CLUSTER DET.,SHT.6
INTERLOCK 3.5"MAX. ASTRAGAL INTERIOR 8"MAX
3-1/2'MAX' CENTERLINE O.C. CENTERLINE
0 0 0 0
2.04" 4.051"
o 0 0 0 0
LOCATED BELOW
8"MAX, 24"MAX.O.C. CENTER OF PANEL EXTERIOR
.� 145-5/16"MAX.
ANCHORAGE REQUIREMENTS NOTES:
1. APPROVED ANCHOR TYPES:SEE TABLE A,SHEET 1.
2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLE 1 ON SHEET 4:
HEAD&SILL................8"MAX.FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION, \,`\p�`Y LYq!n/
PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL(THE W FROM CORNER ANCHORS CAN BE INCLUDED). �`�
ADDITIONAL ANCHORS 24"MAX.ON CENTER. — %
I
SEE EXAMPLE ANCHORAGE PLANS ABOVE AND EXAMPLE CLUSTERS AT ASTRAGAL/INTERLOCKS ON SHEET 6. �705
JAMBS.........................6"MAX.FROM BOTTOM AND 21"MAX.O.C. '.�
UTILIZING JAMB ANCHOR QUANTITIES FROM 7070TECHNOLOGYDRVE O 1Ok ^'•, 117 ATE I
TABLE ON SHEET 4. N.VENICE,FL34275 ANCHORAGE SPACING&EXAMPLE PLANS - �� `co�l�
Res' CERT.OFAUTH.#29298 SERIES 770 H.P.ALUMINUM SGD-LMI ')S/(Oe�NAL F�
JR 04/03/17 G NO CHANGES THIS SHEET. :v,.•xee.e sa. s --- w., A L1NN M1LL�d,P.E.
bx"tiY aaa C+rlalby Osu:
® SGD770H.P. NTS 5 d 10 PGT0004 G P.EN 55705
SMC 08/05/09 R1A
r
NOTES: `—'— ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR
1.ALL DIMENSIONS SHOWN ARE BASED ON INT. INTERLOCK INT' INTERLOCK INT. INTERLOCK
MINIMUM ALLOWED. 7" CENTERLINE CENTERLINE CENTERLINE
2.METAL SUBSTRATES SIMILAR TO WOOD 3.5" 7" 7" 1.75"
SUBSTRATES AS SHOWN. 3.5" 3,5"
°DIAGONAL,O.C.DIMENSION IS 4.051"IN THE 4.051° g3.5" 1.75° 3.5" 7"HEAD&SILL,6"IN THE JAMB.2 1/16"` 2x WOOD BUCK TYP„ 4" _ 4.051°2.04" 2.04"
EDGE DIST., SEE ANCHOR NOTE o -
_---
--
SEE TABLE 3,SHEET 1 `T 7"
SHEET 1 4.051" 3 5" 7" 4.051` 3.5"
2-TRACK,ASTRAGAL!INTERLOCK 2-TRACK.ASTRAGAL/INTERLOCK 2-TRACK ASTRAGAL!INTERLOCK
EXT. EMBED.,SEE
Lp TABLE A,SHEET 1 5 ANCHOR CLUSTER-C5 6 ANCHOR CLUSTER-C6` 8 ANCHOR CLUSTER-Cfi
'I 2.06"
1/q" } [{v-i EMBED.,SEE TABLE A,SHEET i�l 1 INT ASTRAGAL OR
OCK
MAX.J u Ir 1 CENTINTEERLINE 5.64"
SHIM 1/4"MAX.SHIM —1 EDGE DIST., I I 6"
WOOD ANCHOR TYP.,SEE Ix WOOD `= SEE TABLE A 7" MIN.
3'S" D
ANCHOR NOTE 2,SHEET 1 BUCK TYP., SHEET 1 D.C..
DETAIL A,2-TRACK W/SCREEN FRAME HEAD SEE ANCHOR .C.
WOOD INSTALLATION NOTE 3,SHEET 1 ? J T 1 �� TYPICAL JAMB ANCH PAIR FOR
' 2-1/16"° 2.04" DETAILS"D."&"E".SEE ELEVATIONOR
CONCRETE o FOR O.C.SPACING,SHEET 5
ck
ANCHOR TYP.,
EDGE DIST., SEE ANCHOR
SEE TABLE A 2-1/16"" NOTE 1,SHEET 1 I c ' : 4.051"
SHEET 1 f 2-TRACK ASTRAGAL/INTERLOCK
14 "'�ONCRETE 7 ANCHOR CLUSTER-C7
——L EXT I EDGE DIST., EMBED., eRODUCT tH
EXT EMBED.,SEE . DETAIL D,2-TRACK FRAME JAMB SEE TABLE A SEE os ex»uplylaRnh4ILC— ®TABLE A,SHEET 1 CONCRETE INSTALLATION SHEET 1 2-1/16""� TABLE A, 0at3lagCade �j d
SHEET 1 Aca�saawtdo � ���� T
1/4" 2x WOOD BUCK TYP.,SEE 1x WOOD Psplration Gate 1r
SHIM R J ANCHOR NOTE 3,SHEET 1 BUCK TYP.,
` y
WOOD ANCHOR TYP.,SEE SEE ANCHOR EXT, Miami mdectCoaic�'
ANCHOR NOTE 2,SHEET 1 a EXTERIOR INTERIOR F-"> NOTE 3,SHEET 1
DETAIL B,2-TRACK FRAME HEAD (ALL VERT.SECTIONS) 1/4" ONCRETE
WOOD INSTALLATION EMBED.,SEE MAX.
,SHEET 1 SHIM
TABLE A
WOOD ANCHOR TYP.,SEE � EDGE DIST., ONCRETE ANCHOR TYP.,
ANCHOR NOTE 2,SHEET 1 1/4"MAX.SHIM SEE TABLE A
SEE ANCHOR NOTE 1,SHEET 1
SHEET 1 DETAIL F.2-TRACK FRAME HEAD
2x WOOD BUCK TYP.,SEE _F CONCRETE INSTALLATION
1/4"MAX. ANCHOR NOTE 3,SHEET ru I
SEE ANCHOR 2-1/16"°
( EMBED.,SEE � � 1!4"MAX.
NOTE 5,SHEET 1 I GROUT AS RED.
)� TABLE 2-1/16"' (SEE ANCHOR
WOOD ANCHOR s. ( i�� NOTE 5,SHEET 1) � � CONCRETE
EXT. TYP.,SEE ANCHOR EXT. JL�I 1'-- -._ — NOTE 2,SHEET 1 I `"
�N L 2x WOOD BUCK TYP.,SEE EMBED.,SEE `` y L yN�
2-1116"• EDGE DIST., EXT• ANCHOR NOTE 3,SHEET 1 �' ,1TABLE A,SHEET 1 ;`a��d c[v /�f
SEE TABLE A
DETAIL E,2-TRACK FRAME JAMB CONCRETE ANCHOR TYP., EDGE DIST.J 1
SHEET 1 4� _ Vo.53705 -_
DETAIL C,2-TRACK FRAME SILL WOOD INSTALLATION SEE ANCHOR NOTE 1,SHEET 1 SEE TABLE _
WOOD INSTALLATION DETAIL G,2-TRACK FRAME SILL A,SHEET 1 _
CONCRETE INSTALLATION -� ' q
1070 TECHNOLOGYDRI
VE
N.VEN/CE,-1600 5
(941)48 FL 0.1600 ANCHORAGE,EXAMPLE CLUSTERS ���C`sS,F(ORID?,.•;G\C'��
tm. �
II__ Il
H�dr �^ CERT.OFAUTH.A29296 SERIES 770 H.P.ALUMINUM SGD-LMI '',TONAL E�
JR 04/03/17 G CHANGED JAMB OC TO 6". s.•.r.�mn. sv= v.n a.»w�b. �� ' `
' SMC 08/OS/09 RJA SGD770 H.P. NT3 6 m 1D PGT0004 G P.E.#58T05
PANEL LETTER JAMB DETAIL'K'OR'L' NOTE:
// SINGLE SHT.8&ANCHOR 1.MAXIMUM NOMINAL
(� INTERLOCK LOCKSTILE DETAILS'D'&'E',SHT.6 INTERLOCK DETAIL'J', PANEL WIDTH FOR ALL
_ SHT.8 PANEL CONFIGURATIONS
SINGLE �J U' U EQUALS 48"
AINTERLOCK LOCKSTILE 1
ASTRAGAL DETAIL'M',SHT.8 HEADER DETAIL'I',SHT.8
EXTERIOR &ANCHOR DETAILS'A','B'
' D LOCKSTILE SINGLE
INTERLOCK &'F',SHT.6
191 1/2"MAX.UNIT WIDTH
M LOCKSTILE SINGLE
INTERLOCK 41"MAX NOMINAL
D.L.O. PANEL -
LSINGLE AST GAL WIDTH I~WIDTH_
ry0xoun INTERLOCK ---
LR ASTRAGAL SINGLE PANEL g[, PANEL PANEL PANEL rl
INTERLOCK li E TYPE
OUT TYPE TYPE TYPE
x Ur ,
rso OUT) ,D ) p I
ASTRAGAL SINGLE i 97 7/8"108"
N MAX.
IN INTERLOCK � I MAX.
/aaxoun DOOR
pp / D.L.O.
I; ! UNIT
SINGLE ASTRAGAL F / �� / �,, I / � I HT.
C HT.
INTERLOCK IN i ;
(BOX IN SEE TYP.
f TYP.
L
NOTEREINF.PSINGLE FIXED 3
fNTERLOCK LOCKSTILE
RFIXED SINGLE I°_._��m�-- _ P1
10DOCT RENEWED
LOCKSTILE INTERLOCK —_ oy ro,pIyjog any Ike FIwitU
T SILL DETAIL'H',SHT.8& D1pd =N /26 Dy
ASTRAGAL FIXED SEE FRAME& OXXO(2 TRACK) Aco^.ptana No
OUT LOCKSTILE PANEL CORNER ANCHOR DETAILS'C'& Esplmliao Dato�2 ZT
(BOXOUII 'G',SHT.6 AA
7 — CONSTRUCTION Dy, `1�•�a NN
ASTRAGAL ❑ FIXED DETAILS BELOW SILICONE rodac�CosUd
IN
LOCKSTILE
(eoxw) BY OTHERS
SFIXED ASTRAGAL #8 X 1"
(eoxoun LOCKSTILE OUT PH SMS
S FIXED —LJ ASTRAGAL
LOCKSTILE IN
(BOX IN)
NOTE:
REINFORCEMENT(ITEM#66)REQUIRED AT ALL INTERLOCKS.
#10 X 1.50"
PH SMS
4 INTERIOR PANEL CORNER FRAME CORNER
(ALL PANEL TYPES) NOTES: DETAIL DETAIL
i
EXTERIOR 1.SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX.NOMINAL ` phY LYN/v15 �7 l
PANEL WIDTH=48". SEE SHT.8 FOR SECTION DETAILS AND SHTS.4-6 FOR ti«E�'sr' {{
ANCHORAGE DETAILS.
D.L.O.WIDTH=NOM.PANEL WIDTH-7" 2.MAX.DLO WIDTH=41";MAX.DLO HEIGHT=97 718",MAX PANEL HEIGHT=106 1/8". _ Na.58705 `
D.L.O.HEIGHT=DOOR UNIT HEIGHT-10.125" 3.(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" l
(ITEM 103)AT FRAME JAMB OR ASTRAGAL. , 1
1070 TECHNOLOGYOR/VE �^^' ��'•, SATE OF'�,•
N.VENICE,FL 34275 PANEL TYPES/EXAMPLE ELEVA TIONS ..FzDR,r,r.,.•• �c•�
(941)460.1600
a eY w CERT.OFAUTH.#29296 SERIES 770 H.P.ALUMINUM SGD-LMI '�,,GNAL
JR 04/03117 G NO CHANGES THIS SHEET. ® s dxken s+�a o sM1'" "" q.LYlft�tMItLEi,P.E.
�+*Br wrc cneaeo ey ox": SGD770H.P. NTS 7 10 PGT0004 aG P.E.#58705
S61C O8105/09 11
r
62 111 63 61 66 PART ILLUSTRATIONS ,a
(SEE SHEET 6 FOR FOR INSTALLATION DETAILS)
L
65 561
51
Ir
FULLLENGTH
66 L.. to Z__ 106 OF JAMB
�� 67
--�-'--e... 113 ,- - 75
Sr
i. va" pto x 3/a" 123 FULL LENGTH
#8 x 1- _, —x
SMS.X 2 u �` OF JAMB
SMS,X 3
ALL REINFORCED INTERLOCK 113 toy MIDSPAN �{ Lv( 103 113
- _ ----DETAIL'J' 60 -
- - - j� 5 MIDSPAN II i DETAIL'L' 113
53 ;ram—. �_-- 6'1 15 �� I I�
2 r^2 1 52 51 STANDARD CLIP OPTIONAL CLIP 112 68
W/RETAINER#106 W/RETAINER#123
112 �l ASTRAGAL
��I 46 DETAIL'K'(FIXED PANEL) 52 ao
45 L_
(5^27 s1 48 a7 0 53 5t �� 4 INTERIOR DETAIL'M'
v^ I 112 (ALL HORIZ.SECTIONS)
I , — �� EXTERIOR
DETAIL'N'SCREEN DETAIL'O'SCREEN a EXTERIOR INTERIOR� `•2
AT HEAD AT SILL (ALL VERT.SECTIONS)" DETAIL'P'SCREEN
(2-TRACK SHOWN) (2-TRACK SHOWN) AT JAMB
(2-TRACK SHOWN)
SILL RISERS OPTIONS
24
(SEE D.P.LIMIT TABLE 1A,SHEET 4 Sit di gCod E1dE1yt7l%
es 4omP1)'�wkth t�S7c:l5ks'
SEE SHEET 6 FOR FOR 23 ---� euidi°>Cock
INSTALLATION DETAILS) 21 f ( ActtptaoceAo �r
Expimtion Qntc
1 By
4.055" 113 :i 5 Miami
Dalc atl Qt+itt��
•
3.305'
EXT. /p p �( EXT. /ppp ppp 2.555" EXT, y EXT.
f 71 6s
i((( � tir—Ij.-Z�1.567' EXT. I I
FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER 97 7/8"
(NOT VALID FOR WATER (2-1/2") (3-1/4") 25 (4��) MAX.108"DOOR UNIT MAX.L DETAIL'I'
INFILTRATION RESISTANCE) HEIGHT DLO
22
20 69
18
1 � 4.055^ EXT. I II 72 OR 73
EXT. EXT. 2.555" EXT. (I GI 3.305" EXT. 71 7
h I 1.567" " /1�ur 1 LJLJ f i l l l r f
�U-1f c��
FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER 5 = 4 No.58705
ti=
(NOT VALID FOR WATER (2-1l2") (3-1/4") (4")
INFILTRATION RESISTANCE) DETAIL'H' =b
10
70 N VENICE, L 3427 1VE VERTICAL&HORIZONTAL SECTION DETAILS � �.' �O6
(941)460.1600 % s5•'.<ORI6R..\;�\�
fiy. care: aT- CERT.OFAUTH.#29296 SERIES 770 H.P.ALUMINUM SGD-LMI ',T ONAL 1E• o',
JR O4/03/J7 G NO CHANGES THIS SHEET. swa: s�.e o-w.0 M1w "^' A.L1JtSt5 Ad111�rti P.E.
Una",6>'Oa�a LhW:evI BY Oafo:
SWC 08105(09 SGD710 H.P. NTS 8 a 10 PGT0004 G P.E#58705
Item pPGTg.# PGT# Description Item PGTDwg.# PGT# Description
1 17306 617306 2-TRACK HEAD 68 17339 617339 HEAVY DUTY ASTRAGAL
2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 69 17324 617324 TOP B BOTTOM RAIL
5 17314 617314 FRAME SCREW COVER 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
6 17317 617317 FRAME HEAD/JAMB ADD-ON 71 1695 71695 1-1/2"X 1"X 3/4"HIGH FIN SEAL DUST PLUGS
7 17304 617304 2-TRACK SILL 72 8153 78153X TANDEM ST.STL.ROLLER ASSY.
8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 73 8153 78153N TANDEM NYLON ROLLER ASSY.
11 17313 617313 FRAME SILL TRACK INSERT 74 SILICONE DOW-899,DOW-995 OR GE-7700
-------- -- -- 14 -17305 617305-- 2-TRACK JAMB - - 75 8185 -78185X GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE -- - --
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 76 71032X1FPFX #10-32 X 1"FL S.S.SCREW WI TYPE"F"TIP —
16 17322 617322 SILL RISER 77 7103239 10-32 STEEL ZINC U-NUT
19 17319 617319 SILL RISER-HOLLOW 79 17330 617357 1"IG BEAD
20 17321 617321 SILL RISER-LOW FLAT BO 17359 617359 7116"BEAD/FD(ED PANEL CLIP
21 17318 617318 SILLRISER-LOWHOLLOW 81 17360 617360 9/16'BEAD
22 17355 617355 SILL RISER-MED FLAT 82 1224 6TP247K VINYL BULB WEATHERSTRIP
23 17354 617354 SILL RISER-MED HOLLOW 83 61745 1745 LOWE INC,1/2"X 1/16'SGL.SIDE ADH,TAPE,POLYETH.
24 17320 617320 SILL RISER-HIGH HOLLOW 100 8052 48052 ROLLER ADJ.HOLE PLUG
25 17323 1 617323 ISILL RISER-HIGH FLAT 101 72087 JAMB BUMPER
ITEMS 40-53 ARE SCREEN PARTS: 102 1696 71696 DUST PLUG
40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 103 8186 78186X 1"KEEPER
41 7LOCKWGSK SCREEN LOCKSET 104 653 7SOKEEP SCREEN LOCK KEEPER
42 41818 SCREEN KEEPER SPACER SET 105 17344 617344 FDO=D PANEL CLIP-6"LONG
43 8152 66162 SCREEN INTERLOCK ADAPTER 106 17345 617345 EXTERIOR FIXED PANEL RETAINER-9116"
44 4420 64428 SCREEN DOUBLE INTERLOCK 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN PRODBCPRENRWP.D
45 4317 612256 SCREEN TOP RAIL 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE as complying with theFlorw-
46 4318 612257 SCREEN BOTTOM RAIL 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN A.,,' eDie
47 668 7SRAZ STANDARD ROLLER 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL @sptrotian Date,_, ?o2f✓
48 668 7SRAX STANDARD ROLLER-ST STL 111 171OX34PPSDAX#10 X 3/4"PH.PN.TEK-S.S.
49 4344 64344 SCREEN ASTRAGAL 112 1235 67S18 WSTP,.270'X.170"-FIN SEAL Costrel'
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 113 1712 64066 .187"X.230"FINSEAL
51 1692 61692 SCREEN SPLINE-.165" 114 71 OX115PPX #10 X 1.1/2'
52 1694 61694 SCREEN SPLINE-.150" 115 710XPPT #10 X V
53 61816C20 SCREEN CLOTH 116 72OXlX #14.20 X 1"S.S.
54 1725 112"X4"X 1/16"SETTING BLOCK 117 720XI12X #14-20 X 1-1/2 S.S.
65 1726 1"X4"X 1/16"SETTING BLOCK 123 1 17352 617352 IFIXE0 PANEL RETAINER,718'
61 17326 617326 PANEL STILE(HEAVY DUTY)
62 17327 617327 INTERLOCK ADAPTOR
63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK)
64 1729 71729 SILL END WEATHERSTRIP PAD
65 17328 617328 INTERLOCK SCREW COVER
66 17345 617346 INTERLOCK ALUM REINF.(PANEL-9')
NOTES: 1111 a 11 111j
1)ALL ALUMINUM=6063-T6 ` pla,,..!.1,Nx '
2)ITEMS#3,4,9-10,12,13,16,17,26-39,60,67,78,84-99 8 11&122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. ���•'LICE;JgF•��C�
`.�.�. N0.587D5
70 N.VENICE,FL 34275I PARTS LIST �j
(941)480.7600 .a": 777/i5'/ANAL S�\`�
JRY 04/03/i7 s G F NO CHANGES THIS SHEET. CERT.OF AtrrH.#29296 SERIES 770 H.P.ALUMINUM SGD-LMI %. /1 1111 1 1 101"
s '^ s^°°' °ni-- A.LYNN MILLER,P.E.
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+{ 1.303L 1- 0.718" -1 1.050" 1.050" �{ 1.36°
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0.325" 4. 0.06 0.611" 0.062" ��-0.534° 0.2O;L
rr��zz11 0.757' 1.36"
0.062" 0.062" 0.264" FIXED PANEL C� p.G45" 0.050 � 0.081"
INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD(7/16°) GLAZING BEAD(9/161 GLAZING BEAD(1"I.G.) FIXED PANEL CLIP
(65) MATL:6063-T6 (5) MATL:6063-T6 (80)MAT'L:6063-T6 (81)MATL:6063-T6 (79)MATL 6063-T6 (105)MAT'L:6063-T6 0.081"
- - I 4.125" �- 6.198' ` 4.49° --�1 0.062" 6.198"
0.080" r--
} 1.162° 1.888"
0.062" J 1.304" 1.211° 1.505° -
} 5.069"
I� 0.081" 1.739'
I�-- 3.25' 2-TRACK HEAD W/SCREEN TRACK 2-TRACK SILL
(2)MAT'L:6063-T6 0.232" (7)MATL:6063-T6 INTERLOCK ADAPTER
TOPIBOTTOM BOTTOM RAIL (62)MATL:6063-T6
(69)MAT'L:6063-T6 3.979"
q• 1.467" 6.221" yl
2-TRACK JAMB W!
0.062" --�i 1.505" 2-TRACK JAMB SCREEN TRACK
0.075" FLUSH FLAT SILL RISER � (14)MAT'L:6063-T6 (15)MATL:6063-T6
0.133" 1.645"
1.6" (18)MATL:6063-T6
1.872" 0.080"2 eRonUGT REMEWBQ
TRACK SILL W/SCREEN TRACK
,F� 3.125" p2g1 (8)MATL:6063-T6
HEAVY DUTY ASTRAGAL 1 019°
HEAVY DUTY STILE 0.062' 0.83'III as�ptylty"wlti tho 4'bcihs
(61)MAT'L:6063-T6 (68)MAT'L:6063-T6 I ontarnt Coa° O t f
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0.7(9"0.080"5.069" 1.654" SCREENSTILEI 0.752" 0.709"
(40)MATL:6063-T6 080"
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1.211"0.080" 1.254" SILL TRACK t-�•ZW
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(11)MATL:6063-T6 FIXED PANEL FIXED PANEL
081" 1.993" 0.062" RETAINER,7/8" RETAINER,9/16"
2-TRACK HEAD 0.250" 1- r- 0.875° (123)MATL:6063-T6 (106)MATL:6063-T6
(1)MAT'L:6063-T6 SCREEN TOP RAIL i
0.750" REINFORCEMENT (45)MAT'L:6063-T6 0.232"
66)MAT'L:6063-T6 1.993"
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0.062° SCREEN BTM.RAIL 0.232'
0.062' (46)MATL:6063-T6
0.750° 0.232"
4.055" 0,062" 0.906"
3.955"
3.305" 3.205" 11
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