HomeMy WebLinkAboutProduct Approval MIAMI-RADE MIAMI DADE COUNTY,FLORIDA
9 PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE(NOA) www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive,
North Venice,Fl.34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to
have this product or material tested for quality assurance purposes.If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right
to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product
or material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series"670HP"Aluminum Sliding Glass Doors w/Reinforcements
APPROVAL DOCUMENT:Drawing No.PGT0003 Rev F,titled"Series 670 H.P.Aluminum SGD-NI",
sheets 1 through 10 of 10,prepared by manufacturer,dated 08/05/07 and last revised on 08/10/17, signed and
sealed by Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice
of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:None:Approved hurricane Protection devices,complying w/FBC,as
applicable are required.
Limitations:
1. See table 1,sheet 4 of this approved drawing set for applicable SGD unit sizes,design pressures,
reinforcements,glass types,sill riser for positive DP limit and anchors requirements.
2. Applicable,egress operable doors must comply with min clear width&height requirements per FBC.
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.
i
j 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.
I
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#16-0629.04 and consists of this page I and evidence pages E-1 &E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq I.Chanda,P.E.
NOA No.17-0420.10
19
MfAMI DARE CORINTY Expiration Date: March 24,2020 i
Approval Date: September 28,2017
Page 1
j
i
Y
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
I
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections(See test report below).
2. Drawing No.PGT0003 Rev E,titled"Series 670 H.P.Aluminum SGD-NI",sheets I through 10 of
! 10,prepared by manufacturer,dated 08/05/07 and last revised on 06/08/16,signed and sealed by
Lynn Miller,P.E.
B. TESTS
1 1. REF Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors(w/
TPS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory, Inc.,
! Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968,dated 02/15/16, 06/07/16 and
06/20/16,all signed&sealed by Idahnis Ortega,P.E.
2. Test report on 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,per FBC, TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94.
4)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors,
prepared by Fenestration Testing Laboratory,Inc., Test Report No FTL-5987 and FTL-5995,
dated 08/10/09,both signed&sealed by Julio Gonzales, P.E.(submitted under#11-1018.18/#09-
0826.14.
3. REF test report FTL 7825 for Alum XOX SGD per TAS 201,202 &203-94(submitted
under#15-0106.07).
C. CALCULATIONS(submitted under#15-0106.07)
1. Anchor verification calculations and structural analysis, complying with FBC 5th Addition
I (2014),prepared by manufacturer,dated 03/05/15,signed and sealed by Lynn Miller,RE
2. Glazing complies with ASTME-13 00-02, -04&-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None
F. STATEMENTS(submitted under#15-0106.07)
1. Statement letter of conformance to and complying with FBC 5"'Edition(2014),issued by
manufacturer,dated 12/31/14, signed and sealed by Lynn Miller,P_E.
2. Letter of lab compliance,part of the above test reports.
I '
G. OTHER
1. This NOA revises#15-0106.07, expiring March 24,2020.
2. Test proposal# 16-0152 dated 03/09/16 approved by RER.
3. AAMA's Technical Paper for SGD&Bi-fold doors referenced to FBC 2014(5d edition).
4. Test proposal dated 6/4/13 &08/12/13 approved by Jaime Gascon,P.E.
5. Test proposals No(s) 09-0177, 0177-A,B &C approved by BCCO. 14k4� .�a•n. �
Ishaq L Chanda,P.E.
Product Control Examiner
NOA No.17-0420.10
Expiration Date: March 24,2020
Approval Date: September 28,2017 1.
E—1
i
J
I
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. New Evidence submitted
A. DRAWINGS
I. Drawing No.PGT0003 Rev F,titled"Series 670 H.P.Aluminum SGD NI",sheets 1 through 10 of
10,prepared by manufacturer,dated 08/05/07 and last revised on 086/108/17,signed and sealed by
Lynn Miller,P.E.
j B. TESTS
C 1. REF 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/
Fixed glass clips),prepared by Fenestration Testing Laboratory,Inc.,Test Reports No(s)FTL-
7468,dated 08/23/13, signed&sealed by Jorge A.Naya,Jr,P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC 2014(51h
Edition)and FBC 2017(6`Edition),prepared by manufacturer, dated 04/08/7 and last
revised on 08/10/17, signed and sealed by Lynn Miller,P.E.
j
2. Glazing complies with ASTME-1300-02,-04&-09.
D. ;QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
i
E. MATERIAL CERTIFICATIONS
j 1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(5th Edition)&FBC 2017(6th Edition),issued
by manufacturer,dated 08/10/17, signed and sealed by Lynn Miller,P.E.
G. OTHER j
:1. This NOA revises#16-0629.04, expiring March 24,2020.
j
I 4
l
Ishaq t Chanda,P.E.
Product Control Examiner
NOA No.17-0420.10
Expiration Date: March 24,2020
Approval Date: September 28,2017
E-2
I '
I '
I
I
I
I
GENERAL NOTES:SERIES 670 H.P.NON-IMPACT SLIDING GLASS DOOR DESIGNPRESSIAIERATOM WACT RATM
SEE TA9IES 181A ON NOTRATEDFORWSSIIE
1.GLAZING TYPE OPTIONS:(GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) SHEET 4 WACT RESISTANCE
GI-(1)LITE OF 3116•TEMPERED GLASS.
GIA-(1)LITE OF I/4'TEMPERED GLASS. CODES I STANDARDS USED:
G2-1-LW(1)LITE OF 3116'TEMPERED GLASS-&W AIR SPACE s(1)LITE OF 3116'TEMPERED GLASS. •2017 FLORIDA BUDDING CODE(FBCL UrH EDON
I G2A-I'I.G_(1)LITE OF I/4'TEMPERED GLASS•112'AIRSPACE+(1)LITE OF I/4•TEMPERED GLASS. •2014FLORIDA BUDDNGCOOEDM
ON
(FBC)5TH EDITION
2.DESIGN PRESSURES:A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. .ASTM E13W09
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. •ANSDAFSPA FSIGN 15 FOR WOOD 2Dl5CONRUCTION
•AISl SI D-1 DESIGN MANUAL,ADM-2D15
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •AI5I51ao-12
3.ANCHORAGE THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO •AlSC 36D-1D
I STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.
FOR ANCHORAGE DETAILS SEE SHEETS 6&7.
4.SHUTTERSARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE GENERAL NOTES....,,_,SH'ET
S.INSTALLATION SCREWS,FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. ELEVATIONS_...._.._.-_....2
6.REFERENCES TEST REPORTS FTL-6987 AND FTL-5995,DATED 08107/09 AND FTL-7825;ELCO ULTRACON,CRETEFLFX AND AGGREGATOR NOAS, GLAZING DETAILS....._.....3
ANSUAFBPA NDS FOR WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL
7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH ANCHORAGE......
VELOCITY HURRICANE ZONE lam). DESIGN PRESSURES......4
8.DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE,AS APPLICABLE ELEVATIONS__._____._..7 l
9.CONFIGURATIONS:STRAIGHT DOORS-MAXIMUM 2 TRACKS BY 9 FT.(108•)HIGH WITH A MAXIMUM OF FOUR 4 FT.NOMINAL WIDE DOOR PANELS. CONFIGURATIONS.-_......7
SEE EXAMPLE ELEVATION AND PANEL CONFIGURATIONS ON SHEET 7.
VERT.SECTIONS____._8
D.LO.WIDTH=NOMINAL PANEL WIDTH-T HORIZ SECTIONS..__...
DLO.HEIGHT=NOMINAL PANEL HEIGHT-025' PARTS LIST..................9 1
TABLE A EXTRUSIONS.................10 i
Ya
AncbwTW m IkaDlbat Subwar °m B b dmatm j
Yabd TtU1ke.
1"21686MS. SmAh—Pl.(BG-DSS) 911F 7)S lww
F,-6DkAF,195kd 6063TSAI-Ir— 318• 0/16, DO"
f1241OSSSMS. N A36 Sted YC 611E OL05r
NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 58: A F,-W kak FeIl0 kFi Dr.33 Stal3lud 3IF 9mr DO4T(180.)
N Cvcrete mK 222 ktl 1-1? 3' 1415
1)FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-RADE VC ElO AWre•Gdor® :9 FJ80 Brok ASTM 2• 3• 7
COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS.SEE F-57 k.l,FI`W kd J..b ww.SWA ysm c9m T 3• 1-
TABLE AON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND AD smlem Pir. "° t' t• tare
SUBSTRATE REQUIREMENTS. PIT. - SMS. / 1y
B 012 6trISMS(Gr.5) A8 ®6175Aiunrun 3'T 911E DOW
i 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. Gr.A3eSetl 3F B16 DOW
Steel Stud Tr wis- D.aS•15 m
M
3)WOOD BUCKS DEPICTED AS IX ARE LESS THAN I-12'7HICK IX WOOD C 1/ S.. C.o (mK 285 k81) 1• 4' 1-yr Fr-t55kd,F=177kd Amb HDImErek IA/CW) 1• F 1-vP
BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID ,Bcu llttutarlD A8 Caocla m 2-1tz 4• 1J1C i
CONCRETE WOOD BUCKS DEPICTED AS 2X ARE 1.1)r THICK OR S-165 kd F�177 kd il" FiM4 BbcR 2•tR 4• tJ1P
GREATER.IXAND 2X BUCKS(WHEP)USED)SHALL BE DESIGNED TO .rmb Bk°k A57M CW 2.1T! F 1-va•
PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND D Ira°/S3 C.mm 335 1• 4• 1:114• PRGDCCfREV�L
INSTALLATION IS THE RESPONSIBILITYOF THE ENGINEERORARCHITECT 94.410 SS Elco CmMFlaO Jamb Cmcmte mK 335 bi t• °' lale b�aeA�-ft tYEk"
OFRECORD. Fj-127,4kAFel89.7ka1 .rmb HBBon Block TM CW 2-t!t F 1-v4• ,t—iffte.&
AD SoAMm Piro .0,55 1• v 1.11E A-pl DN4 I
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OFTHE
REOUIRE161ENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE ANCHOR GROUPS ABOVE,CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL
F REVIEWED BY THE AUTHORITY HAVING JURISDICTION. TABLES IN THIS APPROVAL. 11111 t1•t�j
2)ALL ANCHOR HEAD TYPES ARE APPLICABLE. QNY NN I
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. `, �N; ••••.,•
I REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,MAX 1/4' 4)FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. 8F
THICK 8 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 - •
ENTRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, BEYOND METAL SUBSTRATE #; H0' c
AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD, •p Q *_-
30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND
WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING tRl° p�Gf°,yyE or.
JURISDICTION. nkaaEFLsmB [Fff!EWES
GENERAL NOTES AND MAP
9Mv4dEt®
ralr aADRL® 870 H.P.ALUM.SGD-NONdMPACT Ltti1 `
.Ri RF a MA7WTDMC2"7.MV..TABV319A.EWZ-IEUYBOC raN m- aL1T01 Y63II�PE
6m670/7A NDS f +f0 PGiT0003 F —P.Es58ros
I
I
MAX.UNIT MAX.UNIT
WIDTH 96"� �WIDTH 145 5/16"
MAX. MAXI .
UNIT / / UNIT W1 //b /
HEIGHT HEIGHT
108" / / 108"
i
X0, OX,XX 6 6 B OXX,XXO, OXO 6 B 6
i
MAX.UNIT
WIDTH 1911/2"
I
i
MAX.
UNIT °
HEIGHT ° � «
108" e....e`""x"'`
OXXO '
APPROVED CONFIGURATIONS
i tamhaewoioaraat� ��• 1°
x.vaea;icsm° ELEVA710NS %�•'•.`ton+u�:• �•�• .
m ., F soa+uwnn?m&w.. o3rlwAumomae SERJES670H.P.ALUM.SGD�NON-IMPACT
oz.s imr�a�we y arr ALttNusm PZ
"u win�m"m SGW7"HP. NTS 2 +10 P(i7pOQ9 F p.E25SN6
I
i '
i
i
I
i
I
I
SILICONE
j 200 201 POLSTRUCTURALy 1r4•NOM.
3116'TEMPERED WITH DESICCANT
v4'TEMPERED 74 LASS IsKODISPACE
j %JB:rrE
°R'O4SG TPS
82
314'NOM. INi.GIA.,S
GULSS 78 BRE
HOT41ELT BUTYL
EXTFPJOR STRUCTURAL
E%tEPxxi SILICON 54 FOAM We.NOM.
54 WITH
3116'TEMPERED-TYPE G1 114 TEMPERED-TYPE GIA Dr3lcCAuar O SUPER
EXT GLASS
SPACEW NXT'"
INT.GLASS
j 206 3118'TEMPERED 209
1'NOM. T NOM. ALUMINUM
5B'AIR SPACE 114'TEMPERED REINFORCEMENT
3116'TEMPERED 74 12'AIR SPACE 74 6nVNOM
714'TEMPERED g1fTYL 6
j 83 DESICCANT
j FOAM DURASEALO
314*NOM. IXT.GLASS m
GLASS 314" Ohl.OM- SPACER
ASS
79 SITE 79 SITE
EXTOWIR NT.GLASS
56-59 55 56-5y POLYISO• rt.NT.
NT—AREA
1"I.G.-TYPE 142 I'I.G.-TYPE G2A 55 BuTYLSE
EsrtlrNOM,zNAr"oaucreeYlsm
I XLEDGE'"EXT.classSPACERParts psaipUDn Mamrkl 58 KommedMg 4SG TPS Spacer System * l4
57 Quanex Super Spacer nxrwith Hot Melt Butyl Sea IDIS LASS 4�'�•I........ AV
58 Quanex Duraseal Spacer Sheet fur
Matedals
59 Cardinal)4.Edge Spacer _
REFERENCE TEST REPORTS:FrL-8711.NO-!BM70 *-
WDISSW OLOWWW rte 'A�•'• IO
j Nwmmriams GLAVNGDETAILS , •.!YOmO!•..:'���:
ryrqmta _ _ ',�s.. .......ANG``.
m a669r7 F NOUMNGEsnos 771EEEr. 09 OFAUALMM SERIES 670P-5.
H.P.ALUM.SGD-NON-IMPACT '1111,11110
7T
`
�"' 'T A.LYNNMLLERPE
0695eD aet HP. — 9 f0 POTDOOT F PEt Sa/e5
I
I ,
I
I
I
I ,
I
I
TABLE 1:
Dosipn Pressure(DP)and Anchor Quantities Required
(For all approved Contipumdom•Sheet and Glass Types.Sheet 3)
Tm.applies to a9 mss 1ypess, nee,1MR H.W
.Was rose arrnis.,Wen ar ea• 80' 98' 10r 108'
SWA.bepal type.0-an Ws 89.718•DLO r3.71C M.0 79-7@'M.O 87-718'DLO 81-7/e'DLO W-7/ DLO
Wmt.Pasm*(.)DP may be ftreA A th.Grate Anaref Grpup Noor Grdp Anehat GaW Awl=Getup Ah.G.W
Ey Table 1A. A B C D A B C D A f B 1 C D A B C D A B C D A B I C D
I
Desipn Pi.ssuo •904bB •904219 .9WR09 . .Wy-20.13 •96!1923
26' mO 14WSn CM2 C8.2 29.2 fb.2 Ca.2 Cbl Cbl Cbl CA2 C7.2 CI.2 C7.2 p.2 CT•2 C7.2 CT.2 C8.2 CM2 C7.2 C7.2 Cbl Cbl C7.2 C7.2
J..b 14 12 1D B 16 12 1D 8 18 14 10 10 18 14 12 1D 2D 1s 12 1D 20 18 12 10
Desk.PAstue .9W-209 .90,203 .9-197.1 .9W-1823 .9W-169.9 .96=/J9
3P 9..0 HeaN561 CT•2 C!•2 C1.2 C7.2 CJt•2 C6.2 C7.2 CT.2 C5-2 CM2 C7.2 C7.2 CM2 C8.1 Cr.2 C7.7 CM2 C2.2 CT-2 C7.2 CM2 Ce.2 C7.2 C7.2
imed, 1e 10 72 f0 18 18 12 f0 20 18 12 10 20 1. 72 10 20 19 12 1 10 20 1 18 1 12 1 10
29• Dssgn press- •90171 .69.'-164 .90757 .9W151 •901-148 •969.179..9
38'
DLO Hen81S11 G7.3 C7.2 CM2 C8+2 q.2 C7.2 C7.2 L7.2 CH2 C7.2 C/.2 C7.2 CM2 C8.2 C7.2 C7.2 CM2 I CM2 I C7.2 1Q•2 C0.2 I CM2 CT-2 1C7.2
5 J-b 18 a 10 0 18 /4 1 10 8 /8 f4 72 10 18 11 12 70 20 18 12 10 M 78 12 1 10
! D-te PM- .80/31 •80142 .9W129 -Wife .919.110 G1
35- *90&121.4.Glass Tape G7A,GZ f.7A
mo t4a415D CIN C7N Cb9 CBN C7•
]C7N CM2 CB•2 C7.2 C7.2 Cbl CM2 C/.2 C7.2 Cbl CM2 C7.3 C7.2 CM2 Ca•2 =21
.2 CI.2.4m0 18 14 f0 0 18 it 10 B 18 14 10 10 19. 14 10 10 18 1/ 10 10 10.90107 Grass Type G1 ps GP�esvn .90157 .90100 .90.721 •B6'-117 +y0.,7feq Goss Type G1.�G2 G2A A,OZ 10ADLO t1n6'SD C7.3 C7.9 Cr.3 CI.3 C7N C7.7 CIN C7•]C7N L7.]L7.9 C7.9 C7N C7.9 CTN C7.] C6.3 CM3 C7•] C7.3 . C7.218 ti 1Df0 14 10 10 1B /4 /010 fa 14 f0 iD 20 18 7210 iD
et EXAMPLE ON SHEET 5
I
02 111 61 e8 OH LENGTH
I
I 89 OVERHANG
9.e
OH LENGTH
113 OH OH HEIGHT
HEIGHT EQUAL TO
I o ORGREATER
HEA-DUTY ASTRAGAL L pl
HEAVY DUTY STILES ALL INTERLOCKS TO BE REINFORCED SEE NOTE 3
i
I
TABLE 1A FRODUCCREv1JPD
SILL HT.VS POS.GP wp07.asW nr ramIs
1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4'SILL Iwasa Goa
SLL FM I.)DE3M w/7-e Zo•/o
I 2.WHEN USING THE 2172`SILL POSITIVE OP IS 48.87 PSF MAX AND WITH Awa _
THE 31/4'SILL,POSITIVE PRESSURES IS 60.0 PSF MAX(NEGATIVE PRESSURES HBGHT LOAD E•rU.ua.m r;s1 s'..
i UNCHANGED).SEE TABLE IA ON THIS SHEET. RUSH I-IW NA -ui�•+5.--
3.2IM.3IX-AND 4-SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION LOW 2.1TZ .46.97PSF akM 9aY Cr+i
WHEREAS THE 110 SILL IS NOT AND MUST ONLY BE USED WHERE WATER m) 354• .60.0PSF fill ttl4
RESISTANCE ISNOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE /KaH Y 1900 t6F `� NY ..
1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING ��13 SlCENSF-%
SEEWITH THE FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION
IB NOT RATED FOR WATER INFILTRATION. =* No-+`8mm;
4.SEE SHEETS B&7 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. DLO WIDTH=NOM.PANEL WIDTH-r = /;
5.DOOR SEZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. DLO HEIGHT=NOM.PANEL HEIGHT-8.25'FI
fpm iFAAOL00Y[W7'E •"'•`
LA0�'• ��•��
N.9�a7a7a DPANDANCHORAGECHART %�`si'•.!Yon1D�,.�'�?�:
I9fB4artm '4.S�OAIAL ENG��
,St o49.vt7 p attvrsmraefat is:ar.opAt7ntrasas SERIES 870 H.P.ALUM.SGD-NOANMPACT_
tav �� s �"�� ALYN411a1 KRE
rmroHP. NTS 4 r 10 PGTA00G F RE05ems
I
I
I
I
I '
l
EXAMPLE OXX ANCHORAGE PLAN:
(3)PANEL, 48"x 108"DOOR FROM TABLE ON SHEET 4,ANCHOR TYPES C IN CONCRETE SUBSTRATE
+2 C7 - +2 C7 +2
I
! •` W MAX.
I 24'MAK O.C. `
(ADDADDITIONAL J • '(p)ANCHOftS TOTAL®,
ANCHOR MIDSPAN
IF NEEDED) EACH HEAD B SILL
48'NOM.PANEL WIDTH21•
MAX O.C.
108'
MAX
(12)ANCHORS
PER JAMB
I (SEE SHEET 7
FOR CLUSTER
• O.C.SPACING)
I
8,�( 'ANCHORS PER PANEL*ARE THOSE
AT THE HEAD AND SILL BETWEEN
" CLUSTERS OR THOSE BETWEEN
24'MAX O.C."i C.L.ASTRAGAL CLUSTER AND A FRAME JAMB.
8'MAX,TYP.
SEE CLUSTER DEL,SHEET
3-12'MAX. INTERLOCK 3.S MAX ASTRAGAL INTERIOR 8• .
CENTERLINE O•C. CENTERLINE
2.04' .051,
I ""TTT"'fii
8"MAX 24•MAX.O.C. LOCATED ELOW I IRODLCfiEV6rD
CENTER OF PANEL EXTERIOR b� ,fy Mu a.tl.lr
1453/15 MNK. el z7T/O
ANCHORAGE REQUIREMENTS NOTES:
1.APPROVED ANCHOR TYPES:SEE TABLE A SHEET1. fig
2.ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLE ION SHEET4:
HEAD d SILL.............8'MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM TABLE ON SHEET AT EACH INTERLOCK AND ASTRAGAL LOCATION. �_= vSF•'•�!�
PLUS SPECIFIED QUANTTTY OF ADDITIONAL INTERMEDIATE ANC14ORS PER PANEL(THE 8'FROM CORNER ANCHORS CAN BE INCLUDED). � '•.A
ADDITIONAL ANCHORS 24•MAX ON CENTER. =*: *=
SEE EXAMPLE ANCHORAGE PLANS ABOVE AND EXAMPLE CLUSTERS AT ASTRAGAL/INTERLOCKS ON SHEET 7.
JAMBS._..._._....-........SMAX FROM BOTTOM AND 2P MAX O.C. �p'K�•.• yT .
UTILIZING JAMB ANCHOR QUANTITIES FROM as WCHORAGE SPACING S EXAMPLE PLANS •'20gi0p:•����
TABLE ON SHEET 4. MMM FXmo ss�ONaL ENG`��
F xEVlsmarLnmmmP1ET0AEWANw0ROWNTIRES ra+r.oFartN.iaase SEMIES070H.P.ALUAESGD-NONIMPACT
NTS 5 r 10 o.w PGTtl00,9 F A.� m�FE
i
i
I i
i
EMBED.,SEE EDGE DIST., EXTERIOR INTERIOR
TABLE A.SHEET 1 EDGE DIST., SEE TABLE A. EMBED.,EE SMS TPI�RZTI
SEE (ALL VERT.SECTIONS)
1/4'MAX SHIM+f SEE TABLE A S��1 TABLE A, 2•SHEET 1
-+2-1)78SHEET 1 IW MAX.2.WOODBUCK NOTES:
TYP.,SEE ANCHOR (SEE ANCHOR E�E••SE 1.ALL DIMENSIONS SHOWN
NOTE 3,SHEET1 lW�• NOTES,SHEET1) TABLEA ARE.BASED ON MWIMUM
SHIM - rSHEETI 2.METAL SUBSTRATES
2.1/16'• 2x WOOD 11
SMS TYR. T BBUCCA CHOR T SIMILAR TO WOOD
SEE
SEEANCHOR DETAIL 0.2-TRACK�/� SUBSTRATES AS SOWN.
NOTE 2,SHEET 1 W!—s-CREEN FRAME) NOTE 3,SHEET 1 'DIAGONAL,O.C.
LOTHER FRAMES Sim.1 SMS SEE 2-1116•• EDGE DIST.. DIMENSION IS 4.051'IN THE
ANGOHORR NOTE 2,SHEET 1 SEE TABLE A, HEAD 8 SILL,6'IN THE
DETAIL E.2-TRACK FRAME JAMB DETAIL B.2-TRACK FRAME HEAD DETAIL C.2-TRACK FRAME SILL SHEET 1 JAMB.
WOOD INSTALLATION WOOD INSTALLATION WOOD INSTALLATION
I '
2.08'
EMBED..SEE TABLE A
SHEET 1� EDGE DIST.,SEE EMBED.,SEE
1/4'MAX SHIM–y �" EDGE DIST, TABLE A SHEET 1 TAAB�A, CONCRETE ANCHORTYP., 5.64' 6'
lx WOOD SEE TABLE A 2-1118 SEE ANCHOR NOTE 1,SHEET 1
SHEET 1 IN
ix WOOD :-; 1/4' DIAD.
BUCK TYP., BUCK TYP., '.: - _ (SEE ANCHOR GROUT AS REO.
SEEANCHOR �7 SEEANCHOR NOTE 5,SHEET I) CONCRETE O.C.
NOTE 3,SHEET I * T NOTE 3,SHEET 1 - I TYPICAL JAMB ANCHOR PA63
CONCRETE �':r2-0/16" •�•.'^.. -?.- `!.� L_... .:: .._..._ I FOR DETAILS-Ir 8'E',SEE
ANCHORTYP., --L i/4' NCRETE EMBED,SE ELEVATION FOR O.C.
SEEANCHOR MAX �••V,'Y' TABLEASHEEft SPACING.SHEETS.
NOTE 1,SHEET I 1'�; SHIM - < .
—CONCRETE ONCRETE ANCHOR TYP.,
SEE ANCHOR NOTE 1,SHEET 1 F TABLE EDGE I SHEET
DETAIL D.2-TRACK FRAME JAMB DETAIL F.2-TRACK FRAME HEAD
CONCRETE INSTALLATION DETAIL G.2-TRACK FRAME SILL
CONCRETE INSTALLATION CONCRETE INSTALLATION
I 'EMBED.,SEE
TABLEA BHEET 1 EDGE DIST., EDGE DIST., EMBED..SEE
114'MAX SHIM SEE TABLE A SMS TYP.,BEE
j SHEET 1 SE SHEE71 SHEET 1 AN NOTE 2,SHEET 1
METAL SUBSTRATE. TABLE A, 2-1/16•• 114'MAX.
SE TABLE A`1
(SEEANCHOR EMBED.,SEE o�.w�1evp�
SHEET 1 METAL SUBSTRATE, . NOTE 5,SHEET ftl) ,TABLE 0.SEE TABLEA _ SHEtT1SHEET 1 _ M��EETABLEASMS TYP.,SEE ANCHOR 114`MAX SHEET1NOTE 2•SHEETI SHIM SMS TYR SEE 2.1116DGE DIST, N N
ANCHOR NOTE 2,SHEET I SEHEEf B1�A• �� 4�0`.'j�....'.I�/G -
DETAIL E.2-TRACK FRAME JAMB DETAIL B.2-TRACK FRAME HEAD DETAIL C.2-TRACK FRAME SILL •• :t��
WOOD INSTALLA710NWOOD INSTALLATION WOOD INSTALLATION *Z '
*_
ANGORS MUST BE OF SUFFICIENT LENGTH SO THATA
MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE 1Q �`
Kv�rtxva ANCHORAGE '�'••TOArDP•.��'C�'
i I1y0barmo •rsS��NAL E�G��•
.u1 M_s17 F cnw�Jalm oCroc. carr oa,wrx�eI SERIE5670H..P.ALUM.SGD-NONIMPACT Nrrr1��
ALYWTMp'ro PM
rw wr�K ro scosJOMP. NIS 6 •10 PGTDOD3 F P.E1513 5
i
i
I
I
SWG1E DETAIL IC OR 1',SHEET 8 NOTES:
K NTE780CK LOG6TE &ANCHOR DETAILS 13'&
SO/dE / 'E',SHEETS 'f 1.SEE THIS SHEET FOR
A 1 DETAIL'J,SHEETS INDIVIDUAL PANEL
LOCNSfOE CONFIGURATIONS.MAX
�` � _i NOMINAL PANEL WIDTH=48'.
ASTRAGAL DETAIL V SHEET 8�r SEE SHEET 8 FOR SECTION
[.00161HE �1E DETAIL T,SHEET 8& DETAILS AND SHEETS 4-6 FOR
mm= EXTERIOR ANCHOR DETAILS A',9'& ANCHORAGE DETAL&
M ,SHEEr6
LacxareE � tst 1rz•MAXMAx WIDTH 2.O H WIDTH=7 7/MAX
SEE FO(ED DLO HEIGHT=97 718'MAX
L s� ASTRAGAL 41'MAX PANEL CLIP 3.(1)LOCK(ITEMS 75 8107-110)
I mmram uvrmom OUT Y�DTH DETAIL BELOW AT EACH LOCKSTILE,LOCKING
(�' INTO KEEPER(ITEM 103)AT
'��C"V' SAIGE FRAME JAMB OR ASTRAGAL.
LR LwT PANEL I PANEL PANEL PANEL
ASTRABC 6UJOlE TYPE I TYPE TYPE I TYPE 4.MAXIMUM NOMINAL
N R PANEL WIDTH FOR ALL PANEL
pmom W I I CONFIGURATIONS EQUALS 48'.
C 1 t 977/r 1w
�p WIHUDCIT A9iNOAL
WSEEE
DML.O. FSR. 206'HfTYP.XSME
FD® SEE I TYP.LOCKSME NOTE REINF536RFD® MIN.DIAG.
O.C.T i AST216LL FOY®LXIT LOCKSTTM TTYPICAL JAMB ANCHOR PAIR FOR
Op(O(¢T ACK) DETAIL 1f,SHEET8&J DETAILS-D'&'E•.SEE ELEVATION
T Fu= PANEL CORNER ANCHOR DETAILS'C& FOR O.C.SPACING.SHEETS
IN — LAomw CONSTRUCTION 'G',SHEET
�p DETAILS BELOW
SFDMVA9T Lff NOTE:
�p11O LOC/f9Rul OUf REINFORCEMENT 4 INTERIOR
F'umv ASTRIau REQUIRED AT (ALL
PANEL TYPES)
ALL EXTERIOR
LOCXS7&E AI INTERLOCKS.
ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR NOTES:
. INTERLOCK INT. INTERLOCK INT. INTERLOCK 1.ALL DIMENSIONS f%0DMfaEVt9W
CENTERLINE CENTERLINE CENTERLINE SHOWN ARE BASED ® pbbm.kl nw&
T 7' 1.751 71 ON MINIMUM °iG`LOOL'
3.S 7' 3,S ALLOWED. 6t �yza./o
1.75' 3.S 2.METAL �� 1- 'D
o----� SUBSTRATES 1ilfr
SIMBAR TO WDDD �+AW
4.051.2.04' 204' 204' SUBSTRATES AS `�� 4,
SHOWN. .AO's LYN�r�j
I 'DIAGONAL,O.C. ,gam VNSF•;�!��i
3.5' 3.5' 7• 4.051• DIMENSION IS 4.051' `;'- •L"p
2-TRACK ASTRAGAL/INTERLOCK 2-TRACK ASTRAGAL/INTERLOCK 2-TRACK.ASTRAGAL/INTERLOCK IN THE HEAD&SILL, '*: Nm 58705
6 ANCHOR CLUSTER C6 8ANCHOR CLUSTER-C8 7ANCHOR CLUSTER-C7 VIN THE JAMB.
3
1
1o7arzaemlamamE ter'
NI'@!$iLJ®d PANEL TYPES/EXAMPLE ELEVATIONS %' '•-.�L�,DP.:G���:
AMBa»imo S+ •.
oc T ASuovmaRAr rDTaw CWCFAWLI SERIES 670_H.P.ALUM.SGD-NONIMPACT �'�.S/ONALS
"""" "' wLridltaLitSLbE
GLS au irxnwe® 11P. NTS 7 r 10 o `PGTOg0.3 F REAU 5
I
I
i
I
i.
i
i
I ;
62 111 83 61 66 41!
61 R8 X 1.00'
65'
tt3 PH SMS(OPTIONAL)INTERIOR B (ALL HORIZ SECTIONS)
EXTERIOR113
DEALL REINFORCED INTERLOCK 15 68 ASTRAGAL
DETAIL'J' 112 DETAIL 7,4'
2 52 40 fa 81 t08 OFJILLAMB LENGTH 1. FRAME CORNER
nz 3 M DETAIL
610%3M FULL LENGTH
43 48 q fSM8,X2 110X-7 123 FULL
6z 51 105 G @
11z t13 MIDSPAN
DETAIL SCREEN 5 MIDS-.@PAN�
DETAIL V SCREEN DETAIL'O'SCREEN ATJAMB - B1
AT HEAD AT SILL STANDARD CLIP OPTIONAL CLIP
WIRETAINER0106 WIRETAINER0123
1�3EXTERIOR INTERIOR DETAIL W(FIXED PANEL)
SILL RISERS OPTIONS (ALL VERT.SECTIONS) @10X1.60•
(SEE D.P.LIMIT TABLE IA,SHEET 4) 24 PH SMS
23 PANEL CORNER
11 DETAIL
16� 1
4.655 113 5
lasr
i
I
FLUSH 80X SILL RISER LOWBOXSILLRISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER }
97718
Lux. DETAIL
EXT. DLO
22 T1P. fR9DUC1rYLvmD
Ins zo 69 *-aVd�a10
4.055 720873
3 3DS 71 ;
2b55
11 711P1tt/i1C��4
1.68T � -
'tpNY lY1yy''
113
FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FIAT SILL RISER 6 � : •U6ENSF••.!!��
DETAR'H'
1 K muaxa was VERTICAL 8 HORIZONTAL SECTION DETAILS c� OF ! �7
0110adrram. :,'`t�`S;'••.`?oRmn,:•`a;.�
.ar oaasnr F ,1oDEnorr.a�ronEraaKAowvFnu16L6erucxaTmzl ` SERIES670_H.P.ALUM.SGD-ANON-IMPACT %,A. ...L...PZ�
0&11699 r1r. NTS 6 •70 PGTOOA3 F Pxes67os
I
1
12 LL!2
2 lb el
j;0 O x Z O v 9 m Q g W tt Y Y Y Y rL O
xx x {� O
n
0
a 0
!Ls us;sIdsssk'iz 8*M8T—sFaV^Vy
Y
agH I
w Y� IN
Sze
z
Z
9y q
N �p7
Sc E m bN
bz
b
�ftSww�tc'�ww�sd�� a�� bbbb
b � b �= b
lV n H N N N N N N N N N N N N N O N N N al?Q� N
...............
k �o LL
s ei
Zi
d W
�aNmnm��$�m r'R&f3 A A"d S'c L+93'S$C�°J$e&133.9 ol�� �
z�r
i
L ,
I
' I
I .
,.303• 1.050• 0.83. 1-W
0.718' 1.050• 1.003'
0.326• 0.087 0.779' 0.752 0290• '
O.O6Y 0.067 9.752 1.36'
"0264' 0.050'
OABO• 0.050' 0.081•
INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD(SINGLE) GLAZING BEAD(I.G.)
(65) MAIL•6063-T8 (5)MAIL•6063-TB V8)MAM 8083-T8 SOl TRACK (79)MATL:8083-TB FIXED
D D PANEL CLIP
(11)MAT'L 66063-TB (105)A1AT'L•6063.78
I 4.125' 6.198•
4.49•
0.081• 8.198'
0.067 1,3pq• 1211• 1.SOS
5.089
0.081'
I�3.25 2-TRACK HEAD WI SCREEN TRACK 0.080• 2-TRACK SRL
TOPBOTTOM BOTTOM RAIL (2)MAIL:6063-TB 0' (7)MATL•6083.76
(69)MAT16063-T8 3.970'
4' 1.482 6221'
_ 2-TRACK JAMB W/
} 0.075' 0.062'-�•I 1.505• 1 -TRACKJAM18 SCREEN TRACK
0.133• 1.645 FLUSH FLAT SILL RISER (4) (15)MATT_6063-TB
1.6' (18)MATL 6063-TB 1.050•
I+---3.125'
1
.87T 0.080*0.080'2-TRACK SILL W/SCREEN TRACK
0.281' 8 MAT1:6063-TIS 0.062* 0.811'
HEAVY DUTY STILE HEAW DUTY ASTRAGAL 9'
(61)MAT•L•6063-T6 (68)MAT'L•6063-T6 0.087
5.068• FIXED PAN[1�
in GLAZWG BEAD f7N61
1.654' (40)MATL:6063-76 O.OBY U.O80• 0.709• (80)MATL•6063-TS
Imo-1.045' 1.888•
1.187
12,1.0.080' 1.254' T- J L 0.550
U0.81M_l ..IF
0.-' 1.739' (108)MAIL 6063-T6
FIXED PANEL ER
2-TRACK HEAD 0250' 0.875•
(1 MAT'L'6083-76 SCREEN TOP RAIL INTERLOCK
0.750• REINFORCEMENT 45 MATL•6063-T61. (62)MAT7:6063-T6 0232
88 MAT'L•6083-TIS ( ) ,
-+•( ��0.750'(ANEL LENGTH-9� O.OBY '
f
0.082 0.067 SCREEN BTM.RAR 0.232•
fitOOUCTRI:YLS181
0.750'
(46)MAIL•6063-TB n�vUb�W yeT1yW
0.237 mA` "uf2Z.VD 7
4.OSS 0.06r 0.908' 3.956 C�.- �'
3.305' _ 3205
LYNNu2556 m
u � �S o.osz• =0.062.-�Itf 0.067+IFS 0.052�Ir�-- _*: Na 587
i HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SRL RISER LOW FLAT SILL RISER MLD.FLAT SILL RISER HIGH FLAT SILL RISER
(24)MATL•6063-TB (23)MATL•6063-T6 (21)MAT146063-1B (19)MATL'60B3-TIS (20)�'1AT'L•60B3-TB (22)MAT'L:6083-T6 725)MArL-6083-T6 =•0:"
roto 1E0M10aY0RNE "-- �'�:• p °17�;•'�t�
K Vt)g EXTRUSIONS '18110/•
fWfJlLafwo ��j C`S•-• •
m MCW7 F I'NOOUN°E MSMEET CM..OFAUMR SEMES 670_ -1 -'H.P.ALUM.SOD-NONIMPACT
meeF mlmne'a�'.e r..r w• 0.Lvf�i5fd1lA.�E
NTS f0 r 10 POT000.9 F r.FJ satin
I