HomeMy WebLinkAboutNOAMIAMI•DADE MIAbR-DADECOUNTY
e PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (REIRECEIVW ami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION 786) 315 590 F (786) 315-2599
NOTICE OF ACCEPTANCE(NOA) www. mamidade.gov/economy
PGT Industries Inc.
1070 Technology Drive, ST, i well County, Pgrmltting
North Venice, Fl. 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein; and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "SGD-680" Alum Sliding Glass Doors w/wo 901 corner (Reinf / Nan-Reinf)-Non-Impact
APPROVAL DOCUMENT: Drawing No.MD-680.0 (Former 8100-12 Rev C), titled "Alum Sliding Glass Doors -
Non -Impact", sheets 1 through 18 of 18, prepared by manufacturer, dated 11/14/17, 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. Max Panels configuration is allowed per tables i thm 3, not to exceed 375.47 ft-frame area. The inside/outside
90e corner units are allowed per tables 1 thru 3 with in the max frame area.
2. See sheets 7, 8 & 9 for Design Pressure (DP), glass type, sill type for positive DP limit, applicable reinforcement
and anchorage quantity requirements. See sheet 12 for glass options. See sheets 13 thru 15 for anchors lay out at
tracks and comers. See exterior Pocket installation & anchor details in sheet 6.
3. Pockets wall, cavity are not part of this approval. Exterior Pocket wall & applicable Egress requirement to be
reviewed by Building official.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA 416-0629.05 and consists of this page 1 and evidence pages E-1 & e-2, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
MIAMIDADECOUrrrr SCANNED NOA No.17-0420.11
BY of ate: March18,2019
�`�� St. Lucie County a 1�� A November 22, 2017
t1 Page 1
l
PGT Industries Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED '
-
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files below).
2. Drawing No.8100-12 Rev C, titled "Alum Sliding Glass Doors -Non -Impact", sheets 1 through 20 of
20, prepared by manufacturer, dated 08-22-07 and last revised on 06/08/16, signed and sealed by
Lynn Miller, P.E.
B. TESTS
1. REF Test reporton 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 SIiding Glass Doors (w/
TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc.,
Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and
06/20/16, all signed & sealed by Idalmis Ortega, P.E.
2. Test 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 (see sheet 3)
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, TAS 202-94
Along with marked -up drawings and installation diagram of Aluminum S GD, prepared by
Architectural Testing, Inc., Test Report No. ATI-8124.01-401-18, dated 11/13/2008, signed and
sealed by Joseph A. Reed, P.E.
Along with marked -up drawings and installation diagram of Aluminum SGD, prepared by
Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL -5618, dated 06/21/2008 and
FTL-5619, both signed and sealed by Carlos S. Rionda, P. E. (submitted under files # 15-
0609.11,014-0123.09/011-1018.13 / # 08-1202.12)
C. CALCULATIONS (submitted under file #15-0106.07)
1. Anchor verification calculations and structural analysis dated 05/29/15, complying with
FBC-214 (51 Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E.
2. Glazing complies withASTNM-1300-02 &-04.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS (submitted. under file #15-0106.07)
1. Statement letter of conformance to FBC 2014(5' edition) and letter of no financial interest,
prepared by PGT, dated 05/29/15, signed and sealed by Lynn Miller, P.E.
2. Letter of lab compliance, part of the above test reports.
te,"-) \ . U%k& . �A-
Isliaq I. Chanda, P.E.
Product Control Examiner
NOA No.17-0420.04
Expiration Date: March 18, 2019
Approval Date: November 22, 2017
E-1
r
PGT Industries Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHER
1. This NOA revises NOA # 15-0106.07, expiring 03/18/2019.
2. Test proposal # 16-0152 dated 03/09/16 approved by RER and Test proposals No(s) 07-
3108 and 07-2583 approved by BCCO.
3. AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (5d edition).
2. New Evidence submitted
A. DRAWINGS
1. Drawing No.MD-680.0 (Former 8100-12 Rev C), titled "Alum Sliding Glass Doors -Non -Impact",
sheets 1 through 18 of 18, prepared by manufacturer, dated 11/14/17, signed and sealed by Lynn
Miller, P.E.
B. TESTS
1. References test reports FTL 8374 and FTL 7825 per TAS 202-94.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 04/18/17 and revised on
08/11/17, complying with FBC-2017 (6d' Edition), prepared by PGT, signed and sealed by
Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letters of conformance to FBC 2017(6th Edition), dated 04118/17, prepared, signed
& sealed by Lynn Miller, P. E.
G. OTHER
1. This NOA revises NOA # 16-0629.05, expiring 03/18/19.
E- 2
Isba4I. Chanda, P.E.
Product Control Examiner
NOA No.17-0420.04
Expiration Date: March 18, 2019
Approval Date: November 22, 2017
SERIES 680 NON -IMPACT RESISTANT SLIDING GLASS
DOOR INCLUDING EXTERIOR POCKETS & 90° CORNER
GFNEfULNOTES
t) GIAZAIG TYPE OPDONS: SEE TABLE B. THIS SHEETS GLAZING DETMB W SFN£T 12
2)DESIGNFRESBURES:
A. NEGATIVE DESIGNLOADS BARED ONTESTED PRESSJREATD GLASS TAw FS ASTM El=
B. POSITIVE DESIGN LOADS BASED ON WATER T EST PRESSURE AND GIASG TABLES ASTM EI8110.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
8) ANCHORAGE THE Sb1A%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRCOINCT. MJLTERVJS.
INLLUWVG BUT NOT TRAINED TO STEET. SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERULBSHALL
MEETTHE REOUIREMERB OF THE CURRENT FLORIDA BU&DING COOS
4) MWAI-OME COUTJTT'APPROVED SINTERS ARE REQUIRED IN MWNIDADE COUNTY AND INHERE IMPACT RESISTANCE 0
PROCIRED.
61 INSTAWTON SC4LEW5, FRAME SPLICES, FRAMEAND PANEL CORNERS TO BE SEAL® WTM NARRON JOINT SEALANT.
6) REFERENCES: ELCO MD OOH CREiEPLEOLAND AGGREGATOR WAS. ANSVAF&PA NOB FOR WOOD CDtb'IRULTIONAND
ADM allMNUM DESIGN MANWIL
T)THIS PRODUCT HIS BEEN DESIGNED)& TESTED TO COMPLY WITH THE P UIRENENTS OF THE CURRENT PLOWDA
BUILDING LODE, INCWDING THE NIGH VHLOLRY HURRIG NE ZONE
8) DOOTL SIZES MUST BE VERIFIED FOR COMPLIANCEW NH EGRESS REONREM ENT8 PER THE CURRENT FLCRIOA BUBDMG
LOGE, AS MKICABLE BYTHEAUMORRYHAVING JURISDICTION (AW).
B) APPLICABLE TEST REPORTS: M WIS. EB10, &O74, 7115&ATIA1241At401-18
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ANLHORNOTES
1) FOR CONCRETFJONV S UB STPATE MPLICADONS IN M W AUdIIDE GV IIHTY. USE ONLY M WAFOP➢E COUNTY gPPfIDVEo ANLYIIXiS. SFE Tq&E
AON 1MSSHEET FOR EMBEONEM, EDGEDISTANCEAFO SUBSTMTE REWIREMENB.
ZJ f OR OTHER BUBBIMTE APPLICATIONS S EE TABLE A ON TH65 SHEEP
8) WCOD BUCIL90EPICIIDJ51%ARE LESS TWIN 1.12 TNILK PROPERLYSECURED, IXVDW BUCItSARE OPIICNAL IF IIiNT LSINSTALLED
DIPELTLYTOSWDL0.NCRETE ORLMU. WOOD BUCI4S DFPICBD AB 9(ARE 1-12TNG(ORGREAIER 1XAND9(BUL%S(WHEN USED) SWL.
B INEGNEDTOPRlME OTRANSFERLOBE THESTRIIC EBUIUIN DESIGNANo IJSTALLARCH ISTHE RESPONSIBILNYOFTHE
ENGINEER OR ARCI IITECT OF RECORD & TO BE I�VIE W ED BY THE BUIV)ING OFFlCML
4) M ETAL SUBSTTLATE TO MEET MIN. STRENGTN AND T,IMEW REOU IRBNE]VIS PER CURRENT RONM BUI M W G COOE ND
TO BE REYIE W EO MY TLiE AUR W TINY HAVING JURIGOICTION .
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1)DETAIS MYT0;3A 4TPACKC RGURATMI .SEESF�£IG1}15WRANtl LOGDOM&
ALUMINUMSUDINGGLAS4WORNOA(NI) aDINM11t0A)TECHNOLOGYDR
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3)REFER TOANCNOR NOTES. SHEET I. IN6TALLADON.HORIZONTAL%SECT. dJROSOWSq (BL1ya80.1600
3)f-0RANCHORIXWRfpE$, SEE TABLED td
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DETAIL E1
ullor sarRv LONLRErE PERMWOR DETAIL E2 ORIPWIMSIMR� DETAIL E3 CONCRETE PERANCMOR DETAIL E4 DADEAPPROVEDMULLIpy FBC
fxewanw REWIRENEM MpB� OR FRAMINq SEE war REOUIRBAfy1T N1P14TM COMPLWfTALIIMINUMSTE£L FRAMING
ORSIEELSNO. sEESUBSIRATE
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-"I DISTANCE sNEEft
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EMBEDMEN! fl18mMFNT EIABEDME
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THE EMB BUCHSTRIP, TYPE EbmEDAffNT SU RATESEETAOLEA.SHEETI TA A.SI=18NOTE],BELOW
DED3
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DISTA TE, NOTES GIS SA TS S NOTEb
SUBSO A, SHEETI SUBbTRATE,bEE ADDONSWIIARALN SMSH6TS13-1 MIRMCpOTRA 01,NFlGUPAMGF
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3) FOR ANCHOR C11AMmEE SEE TABLES t S.
DAYLIGHT .per D)9713 4) MR DAYLIGHT OPENING(DLO) FORMIIVS, SEE SHEEP 2.
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PERANCIiOR DETAIL FI TA)3LEq SHEETIB ANCHORNOTE3, DETAIL f2 EDG.Eq SHEETIB �Rr•OPA=. RU ILJILI\ T\\/ 'I�JYW
REQUIREMENT nmursum NOTE&BELOW SHEETt Iwovam NOTE3,BELOW �� COlflIORo2Jir
VERTICAL SECTION VERTICAL SECTION SGDEBO j WE a 4OF 1S iQ MOGSO.O 8 u�iwnwm'r�sm n
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NMRATIONs.
THE Ml %PAIAI OPATTIffSEANGIOROUMfRTIFS.
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THESILL HDGM MUSTALSOBE WNBIDERED, BEE
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THEBOFANCHORST OUGHTHEPJt00K
INSTALLED FROM THE OTIEWOR• THEBOF
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TABLE NOTES: MMI•iuY
1) IF WATER NFILTRAT RESISTANCE IS REOUIRED,THE TABI.ECI' FIG1: nWr'a
t(
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TABLE NOTES:
1)IF WATER INFlLTRATKW RESLSTANCE W REWIREO,THE
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2)THE IdtB' SILLRRER Sit MAY ONLY BE USED WHERE
WATER INFILTRAT IDN RESISTANCE IS NOT REQUIRED OR
OVERHANG G PER FlG 1.650, rpPSSIpWN M TABLE 2MAT
BE USED.
9)SEE61LL RISERTYPES ON6HEET f.
A) DETAILS APPLY TO], D ME M TRAL(MWGUPo MNS.
6)REFERTO ANCH00. NOTES, SpE:ET t.
B) SEE SHE£T' IMS FORANCHOR L MOHS 3 SPACING.
ANCHORAGETWEPERSIIBSI M
RE W IREO TO ACFI IEVE THE DESIGN
PRE65URE, LLSING THEANRIOR
TAGLE&SU lBELOW.SEE
TABHORUM AM FORCOMRETE
gNCNORMMRAT10N5.
1 THE MA)(PdU1M DPATMESEANCHO}x
\QUANTIfl6. ADORIONALLY, THE
MAXIMUM PO6RNEDP DUETO THESILL
\EIGHT MUSTAl50 BE CON6IDEREO,
SEETABLEC2 TMI66MEET:
TOTAL S OF ANCHORS LLUliTF.IiEO
THROUGHTHE HEADS 61LLATEACH
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6MN ORSREQUIREDATPANEL
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INSTALLED FROM THE EATEwa
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TABLE NOTES:
1)F WATER MFB. =N RESISTANCE IS REOUIRED,THE
TABIEb:
WavL'tIY+E
LESSERVALUES OF EMERTABLE3AN0 TABLE b
Iq Ce6ga In®a
DETERMINESTHE WATERMMITED M DP.
BB Mtlek Ma. HI Lc
tdb'S8I RI411ESA,MAYONLYBEWED WHERE
Nlm
REW
WATER INFILTRATMN RESISO..D GNOT RE01T6
WA
14r ..
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3
LS PERFKi I.IFSO..DP$BHOWN IN TABLE 3MAY
t3 NM vsaM
BE WEDNG
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8)REFERTOANCHDRMMS.SHEETI.
B)SEESHEETS ISI/FORANCXORI.OGTON96 SPAGNG.
fl—
pL0 WIDTH=NOM. PANEL W10M-TS]9
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PANG HFJGM=DOOR IIWT WETTER-2:3'
GLAGB
ANCHORAGE T W E PER SUBSTRATE
RECUIREDTOAGAIN£THEpESK
PRESSURE, USINOTHE ANCHOR
OpNIREG L15TEBEE
lz
TPSLEABXEET1 MPORCRLOMPLETE
ANCHOR MN4TATIONS.
THE
PXIOOK WSTAIIFO FMMI THE
INTENOR.THE/OFAHCHOR
INSTALLED FROM THE EKTEN(
ON LENGTH �n�ea�6�
`BONY LYNq
ONRASSEMBL�S INSTALLED ~i V�AF
6O WHET6E TMEOVERHANG (OX) � �
y LENGTHREOIIALTOOR 1: No. aaaa
iG GREATERTHAN TI✓EOVERHANG
WETTER 6EKEMPTEO FROM. ( y
WATER INFLLTMTKIN
RESISTANCE :-F •.R pRlp�.,
ffYTABIE dJROSOWSKI 18J1)JBo-1fiWj—�
�a fFRLCFauM/IGTi! ��LJILj\/_I\/��,1.�Jy'Wm��
mvmvrtamn
DOF18 14 MO .0 3 ui..
EXAMPLEI:
3-P N L. 3 TRACK STRAIGHT OLIffIGURNMCN-PXDL
EXTERIOR POCKET. RFtia �'�
48'X30'NOM. PANELS. 3H6'IG GLAZIlK3, R'ITOS Q�mausmt rvwtXxugW
ANCHOR GROUP S IN WOODSOSSTPATE. vu+vrnAG�
PROIECf DESIGN PRF.SSITPE TQ•-0NRE0: �93.]41NIA PSF �TGi� � s1EETt3, � � xuuc�tta/ 'I taPic I�
wlitIIIIII'm
IW SfIBNY®lttl Nlfi111 vnrn¢r fdIF�E ..f�rv.u� ��
FpKEPMFAGW4LflIwYGln+9 MFMSLLwY p�Mi$(OI KINIFWGb(
wvffwlXnnt�GPooxr 6=sBlt®A9 r>TD•rn
IWEim 01161t3. a[ ��•' � PaDOC 3-iMCK
�A3�T• HFAdSiLL ANCHORAGE DETAILS
USER INSTRUCTIONS:
1)MI G THE PRODUCTS REQUIREMENTS SCANTHROUGHTABLE814 FORADESIGN PRESSURETXATMEETS OREXCEEDS
THE RECUIREME OF+68.2/403A ATANON. PANELS¢E OF IeXW. FROM TABLE 1. SHEET T.THEDESIGN PRESSURE
IS.Iw-115 WHIQH EXCEEDS THE PROTECT DESIGN PRESSURE REQUIREMENTS.
FORWOODINSTAILATION HFeC5111 L 3
USINGANYPNCHORWGROVP Jame t0
B(5EETASLEAJ TABLE I SHOWS PAobK 1 AN
ANGbR REDDiREMENT$ OF:
3)ANCHORLDCATON DUALS.(ASSHOWN ONTHIS SHEET) LAN BE FCUT GN:
HEAd31I1 SHEEP 1A FORTHE'[SCLUSRiPNCNOTS ATIMERLOCK SNFET I3 FORTHE INTERMEDIATE'F3'ANCNOFG
J ,TEOATTHECENTERLL�OL ANEL6.
JAMB: S PAPS OF ANCHOM D 10 TOTTOTALANCHOPS; REFERTO SHEET I3 FORGENERAL LAYOUT.
P-HOOM ANCHORS PERPENDIGULARTOGLASS rWD1ANCHORS PARALLEL TOGL453; REFIItTO SHEET 1S FORGENEWLL
LAYOUT.
END PANEL ANCHOR EXCEPTION, •1' ANCRORAGE ONL
3)WSTAUATION DETAILS WIOW000 GN BE FOUND ON nmsaae �.
V�AdSILL BJAMB: SHEETS 3& A 1 TO°= PGOR1
PJ100K: SHEETS
FOR PROOULT REFERENCES. ALSOSEE:
A)81ffET3 WRAl1AWABLE COtS'IGURATIONS PKO EXACT
LOGTIONS OF CROSSBECf ION OMIMNGB.
B)SHEET 16FORSP WABLEPMETYPES.
C) SHEET 16 FORAOAWASLE PANEL ttPEBAND CALL WIMEB.
D)SHEETS ISFORAOREXIRLISION LR0538ECTW NDRAWINGS.
E7 SHEET 1 S FOR A SRL OF MATER WIS.
ANCHORS AT THE MI OPOINT OF END PANELS ARE ONLY
REQUIRED IF THE O.G. DISTANCE TO THE NEXT ANCHOR
CEQSTERISOVER THE
H OFlGME BEANCHORSA�NOT
REQUIREDAS PERTHEGUREABOVE:
M1 wm
ALUMINUM SLIDING GLASS DOOR NOA (M) A D MV1T1DmVENICE,
N. '%ICOLOOr FLb3>6 OH
Pu serm
P-Had(
JAMS
STRAIGHT DOOR EXANflLE
iJROSOWSKI
(61fyl80.160]
PN
E
oETAILs
DUALS
ANCHORAGE
oETArts
A8
RAi.6lUDl.
�M1r•mT
SG05B0 e� NTS 1 ® IOOFIB
Le
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ALL wlntlB�lEFf£ER D
A
EXAMPLE 2:
SPANEL, 2TMCN,
' BO.OUFuIDECORNERP%X/%I(O,
TOOERIORMOUNT T,
fib•%BI'NOM. PANELS, ELS, W1fi'TEMPEPFD GLALNG
ANCHORGROUP D IN CONCfRE'TESUBSTNTE
PHIIELT DESIGN PRESSURE REQDU✓ED: NO2.t1-1121 I
iCA 14fP/YE.WO
TIBMY. .. PFtN111ffD®
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ANCHORAGE ANCHORAGE
DETAILS DETAILS
HEADf501 ANCHORAGE DETAILS
�'OUTBIDECOW INSIDE
CORNER
U
(SEE SHEETS FOR (P INSIDE CORNER MOUNT)
1)101OWINGT EPRODUCT RC-0UIREMQRS, SCWi THROUGH TABLES IJ FORA DESIGN PRESSURE THAT
MEETS OR EXCEEDS THE REQUIREMENT` OF NO2Y-112.1 ATAWK PANEL S�OF BD•X W. FROM
TABLE 2, SHEETS THE DOM PRESSURE IS+IW-115 WHICH EXCEEDS THE PROIECT DESIGN
PRESSURE REQUIREMENTS.
USINGANFDRGONYANCHORIN
IGTAUATHXI wmSO Cfi+A
D(SEETAIB A),TABUE1 W Jew B
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DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA) RECEIVE
PGT Industries Inc.
1070 Technology Drive,
North Venice, FI.34275
MAR 2 7 2018
.SCOPE: I ST. Lucie County,
MlAlvrt-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "SGD-680" Alum Sliding Glass Doors w/wo 901 comer (Reinf / Non-Reinf)-Non-Impact
APPROVAL DOCUMENT: Drawing No.MD-680.0 (Former 8100-12 Rev C), titled "Alum Sliding Glass Doors -
Non -Impact", sheets 1 through 18 of 18, prepared by manufacturer, dated 11/14/17, 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. Max Panels configuration is allowed per tables 1 thru 3, not to exceed 375.47 ft-- frame area. The inside/outside
90a corner units are allowed per tables 1 thm 3 with in the max frame area.
2. See sheets 7, 8 & 9 for Design Pressure (DP), glass type, sill type for positive DP limit, applicable reinforcement
and anchorage quantity requirements. See sheet 12 for glass options. See sheets 13 thm 15 for anchors lay out at
tracks and comers. See exterior Pocket installation & anchor details in sheet 6.
3. Pockets wall, cavity are not part of this approval. Exterior Pocket wall & applicable Egress requirement to be
reviewed by Building official.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for'sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA #16-0629.05 and consists of this page 1 and evidence pages E-I & e-2, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq 1. Chanda, P.E.
File 2ftDate:
NOA No.17-0420.11
MIAMIDAD, couNT1' File nDate: March 18,2019
MMIRIMW
�( November 22, 2017
Page 1
L
PGT Industries Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files below).
2. Drawing No.8100-12 Rev C, titled "Alum Sliding Glass Doors -Non -Impact", sheets 1 through 20 of
20, prepared by manufacturer, dated 08-22-07 and last revised on 06/08/16, signed and sealed by
Lynn Miller, P.E.
B. TESTS
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 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 (see sheet 3)
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, TAS 202-94
Along with marked —up drawings and installation diagram of Aluminum SGD, prepared by
Architectural Testing, Inc., Test Report No. ATI-8124.01-401-18, dated 11/13/2008, signed and
sealed by Joseph A. Reed, P.E.
Along with marked —up drawings and installation diagram of Aluminum SGD, prepared by
Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL -5618, dated 06/21/2008 and
FTL-5619, both signed and sealed by Carlos S. Rionda, P. E. (submitted under files # 15-
0609.11, 014-0123.09 /#11-1018.13 / # 08-1202.12)
C. CALCULATIONS (submitted under file 415-0106.07)
1. Anchor verification calculations and structural analysis dated 05/29/15, complying with
FBC-214 (5" Edition), 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. None.
F. STATEMENTS (submitted, under file 915-0106.07)
1. Statement letter of conformance to FBC 2014(5fl' edition) and letter of no financial interest,
prepared by PGT, dated 05/29/15, signed and sealed by Lynn Miller, P.E.
2. Letter of lab compliance, part of the above test reports.
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No.17-0420.04
Expiration Date: March 18, 2019
Approval Date: November 22, 2017
E-1
PGT Industries Inc.
i
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHER
1. This NOA revises NOA # 15-0106.07, expiring 03/18/2019.
2. Test proposal # 16-0152 dated 03/09/16 approved by RER and Test proposals No(s) 07-
3108 and 07-2583 approved by BCCO.
3. AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (5' edition).
2. New Evidence submitted
A. DRAWINGS
1. Drawing No.MD-680.0 (Former 8100-12 Rev C), titled "Alum Sliding Glass Doors -Non -Impact",
sheets 1 through 18 of 18, prepared by manufacturer, dated 11/14/17, signed and sealed by Lynn
Miller, P.E.
B. TESTS
1. References test reports FTL 8374 and FTL 7825 per TAS 202-94.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 04/18/17 and revised on
08/11/17, complying with FBC-2017 (61b Edition), prepared by PGT, signed and sealed by
Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letters of conformance to FBC 2017(6th Edition), dated 04/18/17, prepared, signed
& sealed by Lynn Miller, P. E.
G. OTHER
1. This NOA revises NOA 416-0629.05, expiring 03/18/19.
Isha4I. Chanda, P.E.
Product Control Examiner
NOA No. 17-0420.04
Expiration Date: March 18, 2019
Approval Date: November 22, 2017
E- 2
SERIES 680, NON -IMPACT RESISTANT SLIDING GLASS
DOOR INCLUDING EXTERIOR POCKETS & 90- CORNER
GENERAL NOTES
1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET 8 GLAZING DETAILS ON SHEET 12.
2) DESIGN PRESSURES:
A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
3) ANCHORAGE THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS.
INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL
MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE
4) MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE COUNTY AND WHERE IMPACT RESISTANCE IS /
REQUIRED. I\
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT.
6) REFERENCES: ELOO ULTRACON, CRETEFLEX AND AGGREGATOR NOAS, ANSVAFBPA NOS FOR WOOD CONSTRUCTION AND
ADM, ALUMINUM DESIGN MANUAL
7) THIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA
BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE OWHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE CURRENT FLORIDA BUILDING
CODE, AS APPLICABLE BY THE AUTHORRY HAVING JURISDICTION (AHJ).
9) APPLICABLE TEST REPORTS: FEL-561S. 5619, 8374, 7825 d ATI431241.01-401-18
Anchor
Group
Anchor Type
Frame
Member
sv w
Min. Edge
Igmem
Min. O.C.
GWanno
Min. Embedment
or Beta 7hlmler
012410 SS SMe
(mia of31hna1tle brymd
mand substrate)
All
South. (Be-
1E
7ff
3
06 3T5 Mummer,
3/8`
af1W
0.m3•(aee rate 5)
after
O.OaP
M Stad47
Q. 3T 6btl Stud
SIT31W
9!8'
after
0.019 (1B On)
A
Vd'Elm Ag,naaaar®
Fr=57 led, Fp36 ksl
A0
Concern (ran. 222 ka0
1-UT
3'
I�
Janb/Pfimk
Fllad Black o18TM Cf0)
Jamb /Pfimk
11tlIaN Bbak (A9TM C9DI
2'
9'
1-V4'
All
Bauman PI, (9G.0.551
P
1'
13V
B
M281etl SMS(Or 5)
(min.013th sunba2and
mtltl substrate)
All
Southent Pine0=
1e'
Ile'
1 aT
�fi}TSANntlman
3M'
af10'
D.OB3'am rate 51
A38 Steel
8i0'
af &
11.050.
Gr. 338ted Sled
Sir
af1C
ito4woBGe)
C
Eke w
F-1551m1, F,r1771u1
All
QaIWa(rrdn Rm ke1)
1`
4`
Jamb / Pfimk
Halaw Blmk STM CBO
1`
6'
1.1Is.
i/4' Eba UaeCmB
F,-I55kaLRplTTkel
arab ry e )
&
✓f
MY/P-haolt
Filed Blaok("TM CIO)
247
Jambi Pfimk
Houmv Bock (ABR,1
21?
C
1•Vd•
0
Or 410 HIS Elm QoteFtax®
F� 127.4ksl,F, 189.7W1
Haad / 831
Gnertb (mim 335
Jamb Pfiook
Dmmab (mir. 335 Iasi)
I'
Jamb/Pfimk
HNIaa Blmk(ASTMCX)
I V1r
All 16mmaNl
Pros GvO.lS
1`
1'
13C
1) WHERE SUBSTRATE CONDRIONS REQUIRE ANCHORAGE FROM MORETHAN ONE OF THE
ANCHOR GROUPS MOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL
TABLES W THISAPPROVAL
2)ALLANCHORISM MINE SAREMRIMIN lE
B) FOLED STEEL BUOItTIIDS,MIN. F11.45KEN. W DIN KM.
4) FILLED BLOCK STRAT MAY AL50 HEWED W HOLLOW BLOCKMPLIGPON6.
a) ALUMINUM SUBSTRATESAT POCKEETO BE MIN. iR'
ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE
A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. mobucrast�
eawW]hwXYOerLv16
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. A...pPw�n•-o4zo•If
PuFksdee new djd, Ate_ I'r
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1.1/Y THICr, PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED I L•... (, ,��,
DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1/Z THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL k
C•,A,•i
BE DESIGNED TO PROPERLY TRANSFER LOADS TOTHESTRUCRJRE. BUCK DESIGN AND INSTALLATION ISTHE RESPONSIBILITY OFTHE 11(1l1 rlp�
ENGINEER OR ARCHITECT OF RECORD B TO BE REVIEWED BYTHE BUILDING OFFICIAL. �x�x pl4Y LYN7y /t��
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TABLE B: SEE DETAILS ON SHEET 12
TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. Gaas Geuription(Usiodfrom Extedortolnterlor) N0. 66706
'*j eF
5) IF SILL IS TIGHT TO SUBSTRATE. GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON Na-METALLIC GROUT, 1 2r18, Tonv.•ed ekse
MAX 114- THICK 83400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHTTO I �f
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 300 FELT PAPER OR MASTIC IS REQUIRED 2 7/8"LG.: 3it6'iamro'ed Gkee+l+T AU Space+3'15"T4mpered Gfu ::, Q
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BYTHE GENERAL NOTES.............1 3 V4•Tempevd O:aaa % ?��'0� —
AUTHORITYHAVINGJURISDICTION. EXAMPLE CONFIGS.._.....2 d TB"1.3:1;4'TamperadGteae i.3le"Alr Space41/4-Tem;mvd GNs% a/ JONAL,,,,%
INSTALL DETAILS..............3-6 aN 11 O 111
caDEsl sTANDARDfi usEo: IMPACT RATING DPIANCHORTA13LES........7.0 ALINNNILLFR PE
.MITFLORIDABUILDIN000DE(FEC), BTHEDMON NOT RATED FOR EXAMPLES ............... _........ 10-11 ALUMINUM SLIDING GLASS DOOR NOA(NI) 04/04117107o TECHNOLOGYDA P,PAaarm
.=14RARIDABUILDINO coDE (Fec), 6fH ®mtX4 IMPACT RESISTANCE GLAZING DETAILS............ 12 N. (941Y4 04600 5
-ASTM FVAN9 PANELMCHOF,TLOCAT10N........ 13-15 GENERAL NOTES SJROSOWSKI (T.CFAUTH.4 1
.ANSUAFBPANOS2015FOPWOOA-2015 RUCTION DESIGN PRESSURE RATING EXTRUSIONS
................... 16 CtRT.OFAU1H.52&m
•ALUMINUM DESIGN MANUAL AOM2016 SEE TABLES I-3&C7-C3 Fi(TRUSIONS.....................17 ¢ � fA IN....TOmt]
• IT
J W1 E10612
•AlSc sso-to ON SHEETS 7-9 PARTS LIST ........................18 �SGD-880 i NTS 1 10F 18 Jill MDS80.0 44 uLgIGHrs �w�n
n , .
MAX. UNIT WIDTH
MAX. UNIT WIDTH
MAX.
UNIT WIDTH
NOM.PANELWIDTH
NOM. PANEL WIDTH
NOM. PANEL WIDTH
NOM. PAN
PER TABLES IS
MAX UNIT
HEIGHT
PER TABLES I-3
1
1-PANEL
1,-4,PER TABLES I3
I MAX. UNR
I' HEIGHT
iY PER TABLES I�
r
PER TABLES I3
I^ HEIGHTI
i PER TABLESI3ig
MAX UNITWCONnGURATIONS
3-PA
J- _ PERT,
M E
F
I 7ABI
/
/
/
/
/
/
/
2-PANEL
_ CONFIGURATIONS
CONFIGURATIONS
It
I MAX. UNITWIDTH
NOM. PAN- NOM: PAN
PERT
MAX
HE
I PERT
is
A
r
NU
P
v
n
� al
v
v
v
v
I v
I
_
5-PANEL CONFIGURATIONS
I MAX. UNIT WIDTH -
1. NOM. PAN
S PER T
MAGI
HE
PER TA
PER T1
MAX
HE]
BB'0
�
la
� v
NO
�-�il
MAX UNIT WIDTH
_L WIDTH
SLES 1-3
'y
,DO-n- Lmw HEIGHT
3063r8' Q 120"HEIGHT
NO
r--
UNIT
R 120'
v
!^l
III
Fn_I
r—Fl
I
� F1
I 1 A
NOM. PANT
PER T/
MI
HE
PER TA
8-PANEL CONFIGURATIONS
M. PANEL WIDTH
PER TABLES 1�3
MAX. U1 NIT
HEIGHT A PER /
IE TABLES 1-3
�a
F)
FI
Rl
hhhJJJ
almus
al
V•
I
7-PANEL CONFIGURATIONS 8-PANEL CON FIGURATIONS 0 �:- '•,'P
' ' * � Na 58705 ; *i
CONFIGURATIONS NOTES: DLO WIDTH =NOM. PANEL WIDTH -7.875' y
'X"=OPERABLE PANEL V ) 1�/•2:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 'O'=INOPERABLEPANEL DLO HEIGHT(TAL BOT. RAIL, 022)=DOOR UNIT HEIGHT-13.47"gip •.. � r
LOCATIONS. EXAMPLE: 4-PANEL XXX%IN POCKET CONFIGURATION CAN BE DLO HEIGHT (TALL BOT RAIL, #23)=DOOR UNIT HEIGHT-17.2.9' ��A�
(p) pX%XXp, PXOD(X ORXX)0(p. OXXX IN P =POCKET PANEL HEIGHT = DOOR UNIT HEIGHT -2.25' ��cS;'.ROBIPa,.%G2�
POCKET CONFIGURATION CAN BE OXXXp. �' iSAONAL Ea�`I
rrgl r I1I I I,,%
1 2) III' CORNER CONFIGURATIONS AREA COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS.
ALUMINUM SLIDING GLASS DOOR NOA NI 1070 TECHNOLOGY DR A-Lmu un>_es<PE
13) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND S TO BE DESIGNED BY OTHERS AND � ( ) � 04f04117 PFJfiB)W
REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 0 N. VENICE, FL 3427E
CONFIGURATIONS 8&J ROSOWSKI (941)-480.1800
4) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. DETAIL LETTER tltl CC cErsr.OFAunt 429285
® 8 d� COI IG IES2IIN I
5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 375.47 FT' I- p 7 1111 POT INCUSTRES INC.
BHEET NUMBER SGDA80 S TITS S 20F 18 MD-880.0 £ nu luOtrtg ReseayID
I OPT. 1X OR 2X WOOD BUCKSTRIP,
SEE ANCHOR NOTE3,SHEETI DETAIL Al DETAIL BI
DETAIL CI ETAIL DI
METAL TYP., SEE ANCHOR
NOTE 4, SHEET I; MIN. OF 3
Tf4N 1%WOOD AeIPAOH.
ISnR.xX iN10 METAL
THREADS BEYOND THE
CONCRETE/CMU PER prtpµUDpyY FAcwO Fxr.
REQUIREMENT?
METAL SUBSTRATE
ANCHOR ..— --- FRAMEWIDTH
NOM. PANEL WIDTH
w
TYP. ANCHOR TYPE, ;. +
EMBEDMENTAND '•
r 12' FIXED'O' PANEL BRACKET as
I EDGE DISTANCE PER
@TOP AND BOTTOM +
DISTANCE
SUBSTRATE. SEE .`•,.•�. • 31
I TABLE A. SHEETB •' '. DAYLIGHT r------ ___------
w (
FIXED
NOTE 3, BELOW'. OPENING
11 WIDTH i +a I
BRACKET
___SCREWS,
w
1-1/2'FROM
EMBEDMENT j
FxreRIM
EACH END
T
w
v
31
EDGE
f EDGE DISTANCE ..?., _
{ w Ex7Ewca I
3R
31 SEE TABLES 1-3 FOR FULL-LENGTH
REINFORCEMENT REQUIREMENTS1/4'M14"M
DISTANCE
s3 I
AX
1� I
ae
EXT. INTERLOCKS
j-�_
_____________� `—,.
TYP. ANCHOR TYPE, I/4'MAX.
EMBEDMENT AND EDGE
EMBEDMENT
DETAILA2 HORIZONTAL SECTION()XN) O SHOW'`,, DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET I B NOTE
INfO vcwaoo
3, BELOW DETAIL B2
2XWOOD EMBEDMENT DETAILC2
BUCKSTRIP OR i!4' MAX. DAYLIGHT �NTERLDd(
FRAMING, SEE OPENING
ANCHORNOTES, M WIDTH r J1
a wrERiw
SHEET 1
'• EDGE DISTANCE i
NIBDUCI'RBYI�+D
SEE TABLES
I�'�II
1-3 FO .
mR4basM mllerlW
TYP.ANCHORTYPE, zo REINFORCEMENT i I I
D
mNu
EMBEDMENT ANO REQUIREMENTS I I
s+
TYPE,
AmW I7.2 ll
EDGE
SUBDISTANCE
STRATE, SEE
_
w
/.�." EMBEDMENT D. ANCHOR
i
4�;-t11�9
TABLE A, SHEET 1a 07
EDGE DISTANCE I
wr
NOTE 3, BELOW
PER SUBSTRATE,
3s
SEE7ABLEASHEET
;�``�NYLYNN
31 w
1 8 NOTE 3, BELOW
' I I
EM
1} � •� /�
o+ O w
�¢ .•. EMBEDMENT (._______________
••'�'
` * ? No. SB70S
DISETANCE O Rn
ASTRAGAL MAYBE
s ,•,_:.. CONCRETE/CMU INSTALLED IN EITHER
�a_'
a „3
I s a
PER ANCHOR INTERIOR
DIRECTION. ALL PARTS
'P '. ! TE ...I
�0•., TE F
Its
I REQUIREMENT
IDENTICAL.FS'.RDRIDp.:'G��`
tr
(XO SHOWN)
IW MAX.
%, S7OAIAL gN
HORIZONTAL SECTION
''n1nn11111`
NOTES
1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. SEE SHEETS 13-15 FOR ANCHOR LOCATIONS B
ALUMINUM SLIDING GLASS DOOR NOA(NI) JAI 041041171070 TECHNOLOGY DR
A. LYMJ M33FrtpE.
p,F4w7C5
SPACING FOR EACH TRACK CONFIGURATION. N. VENICE, FL 34275
SHEET INSTALLATION, HORIZONTAL XSECi. SJROSOWSKI (841}480-1600
3)REFER FORAN HORQURNI TES.
TAB
3) FOR ANCHOR QUANTITIES, SEE TABLES 13.
CERT. oFMffH, tl29194
JillCAPYRIIT0M7
4)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION.
I5)FOR DAYLIGHT OPENING (DLO)FORMULAS,SEE SHEET
Pm IMDUSfNES. wa
SGO-680 IjFNTS 1 3OF 18 1191 MD-680.0 Jilla.�waHrs RE.seRVSo
n X
� . t
DETAI—LE 1
IHTONAwNRY DETAIL E2 2X WOOD BUCKSTRIP DETAIL E3 CONCRETE PER ANCHOR DETAIL E4 DADE APPROVED MULLION, FBC
lxeur�aTRm CONCRETE um OR STEELSTUD. EESU EELSUBSTRATE
FRAMING
-REQUIREMENT OR FRAMING, SEE 0°O wa°NRY REQUIREMENT U°p1�a" OR STEEL STUD. SEESUBSTRATE
/ EDGE ANCHOR NOTE 3, l - EDGE PROPERTIES, TABLE A, SHEET
f DISTANCE SHEET ,.
DISTANCE EDGE DISTANCE
EMBEDMENT EMBEDMENT EMBEDMENT 1 EMBEDMENT
1/4' MAX
TYP. ANCHOR
AND EDGE
DISTANCE PER
SUBSTRATE,
SEE TABLE A.
SHEET I&
EKIFNpR
a
NEEDED,
SEE
ANCHOR
NOTE 5,
SHEET 1
II" 1/4' MAX.
1XOR2X
WOOD
SHEET 1
DAYLIGHT
OPENING HEIGHT
2-W4"
TOTAL
SILL
HEIGHT
114' MAX V U V A 1/4" MAX -IL V u U A
01 TYP. ANCHORTYPE, EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND
TYP. ANCHOR AND EDGE DISTANCE PER EDGE DISTANCE PER SUBSTRATE, SEE
TYPE, EMBEDMENT SUBSTRATE, SEE TABLE A SHEET 1 TABLE A, SHEET 1 & NOTE 3, BELOW
AND EDGE & NOTE 3, BELOW NOTES
DISTANCE PER
SUBSTRATE, SEE OPT. SCREEN TRACK 1) DETAILS APPLY TO Z 3 AND 4 TRACK CONFIGURATIONS.
TABLE A, SHEET 1 1ADDON, SIMILAR FOR HEAD SEE SHEETS 13.15 FOR ANCHOR LOCATIONS & SPACING FOR
&NOTE 3, BELOW AND JAMB, 24TRACKS EACH TRACK CONFIGURATION.
2) REFERTO ANCHOR NOTES, SHEET 1.
3) FOR ANCHOR QUANTITIES, SEE TABLES 13.
f�*0713
_..I .078.713 4) FOR DAYLIGHT OPENING (DLO) FORMULAS, SEE SHEET 2.
PANEL SILL RISER
HEIGHT VARIES WITH
REQUIRED
FRAME POSITIVE
HEIGHT 34.409 DESIGN
PRESSURE,
SEE SHEETS
73 & TABLES
w j C1L3.
SILL RISER SILL RISER IeAanLGTReY®B°
16 (4-1/2°TOTAL 16 (6-1/4"TOTAL �Db �m�lsli
SILL HEIGHT) SILL HEIGHT) r4713
062 (c1ma713m2SHOWN t.87828f,OK..•• ... %•�,
12 C1316AL60 APPLY 780 �14•;' �10EN3F'. �(
� No. 56705 :. ¢
1S/B°=TOTAL SILLRISER' SILL RISER SILL RISER - _
SILL HEIGHT 12 (151VTOTAL 13 (23/4'TOTAL ib (3-IYPTOTAL _ p fill C-
SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) S.Ap '•,• A1FiT�,
1/4"MAX. J - .. +.,.•.' DISTANCE 1/4"MAX '4„��NAL 1Ep••
EDGE m
DISTANCE /TVp. ANCHOR TYPE, EMBEDMENT TYP. ANCHOR TYPE, gLY,y�v",ca P.E
EMBEDMENT LEMBEDMENTAND 2X WOOD EMBEDMENTAND ALUMINUM SLIDING GLASS DOOR NOA(NI) JAI W04117 ID70 TECHNOLOGY DR
EDGE DISTANCE PER BUCKSTRIP OR EDGE DISTANCE PER N. VENICE, FL 34276
CONCRETE SUBSTRATE. SEE FRAMING, SEE SUBSTRATE, SEE INSTALLATION, VERTICAL XSECT. &'JROSOWSKI (841}480-1600
PER ANCHOR DETAIL FI TABLE A. SHEET I& ANCHOR NOTE 3, DETAIL F2 TABLE A. SHEET I& DERT.OF Alma. C2azS6
REQUIREMENT unD�DNW NOTE 3, BELOW SHEETiji meow NOTE3,BELOW N WPMGWO017
VERTICAL SECTION VERTICAL SECTION SGDS80 I NTS a 4OF18 d� MD-680.0 POTINDIISTRIES,IND.
A RIGHT6RE6ERYED
m
6
NOTES
1)DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS.
2) SEE SHEET 15 FOR W CORNER ANCHOR LOCATION 8 SPACING. FOR
ANCHOR QUANTITIES, SEE TABLES 1-3.
3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR
DEPENDING ON CONFIGURATION.
6
DETAIL H2
�% oursmecoRNoe
raooucrnevlsrn
�.m�p�beMll�l IYIYr
Auspwallo�0 2Q,•ll
� r
* _ No. 587%
ALUMINUM SLIDING GLASS DOOR NOA(NI) 191 04/04/17 IUM ILc NUWUY UK PE.l54106
N. VENICE. FL 34275
CORNER ASTRAGAL HORIZ.XSECT. SJROSOWSKI (
CERT. GFAMIT.CFMTH . C281B4
COPTRIGNi02517
PGTINGlI51RIEe, INC.
SGDfi80 ,1NTS A 5OF 16 MD-880.0 �4 nu_wGxTS NEsmrr=o
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER _
SUBSTRATE, SEE TABLE A,
SHEET 1 & NOTE 3, BELOW
i
EMBEDMENT
1/4' MAX -
_ EDGE CONCRETEICMU
DISTANCE PERANCHOR
REQUIREMENT
EMBEDMENT
' " ' EDGE DISTANCE
olrsnca
DETAIL 12 �
MID M/SONIiY
2X WOOD BUCKSTRIP OR
FRAMING, SEE ANCHOR
NOTE 3, SHEET 1
4, BELOW
METAL TYP., SEE ANCHOR NOTE 4,
SHEET 1; ANCHOR LENGTH TO BE A
MIN. OF 3 THREADS BEYOND THE
METAL SUBSTRATE
(MIN. 11W THICKNESS IF ALUMINUM)
DETAIL 13
D11O usTAL
EDGE DISTANCE
EMBEDME) j
„4 T
MAX
DETAIL 14
INlO ]X WOOD
EMBEDMENT
1/4' MAX
TYRANCHORTYPE,
EMBEDMENT AND EDGE E QR
DISTANCE PER SUBSTRATE, V
SEE TABLE A, SHEET 1 &
NOTE 3, BELOW EXTERIOR POCKET
EDGE TYP. ANCHOR TYPE,
DISTANCE EMBEDMENT AND EDGE
DISTANCE PER
SUBSTRATE, SEE TABLE A,
SHEET 16 NOTES, BELOW
0
EMBEDMENT
EDGE STANCE
O
--�wpEE NOTE 4, BELOW
v
EXTERIOR POCKET
�— EMBEDMENT
EDGE
DISTANCE
rRosucraevu;e�
mosWMeM�eAaYe
trafswma.
Aarqua N. I-� 42a 4I
d(
BELOW
No.63705 .:
1 NOTES
1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.
ALUMINUM SLIDING GLASS DOOR NOA(NI) $
041OV171070
TECHNOLOGY OR
wLrnw°sLFlt va
r u ae�aa
t 2) REFER TO ANCHOR NOTES, SHEET 1,
3) SEE SHEET 15 FOR POCKET ANCHOR LOCATIONS & SPACING.
P-HOOK EXAMPLES, HORIZ. XSECT.
g
S� J ROSOWSKI
N. VENICE FL 00
(9.CF 4 1800
4)#10X3/4'SMS (MAX. S-12'FFiOM ENDS 812'MAX O.C.
��
cERT. oFAUiH. er82W
5) EXTERIOR POCKET APPLICABLE FOR ALL INSTALLATION METHODS.
COPYpIr,Hi6 wn
8) POCKET WALL OR CAVITY IS NOT PART OFTHIS APPROVAL AND IS TO BE DESIGNED BY
I SGD-680
III NTS
6OF18
11
MD-680.0
i9
acr INDusrwes, iNc.
s
OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
AIL Wc#Tfs RESERYEp
Design Preasure (DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2)
Fmcome reebagal anchorage an 90- wmerunifa, age shear 15
Table motes to All Glue Types. No
Reinforcement is mqulmd. See Table C7
foreddltlwel-OP limitations.
Door Una
Haight
80.
w
SO'
774W Panel Height
W V4- Panel HoHht
97.&4' Panel Height
93-N4- Peel Height
Anchor Grwp
AnchorGroup
Anchor GmOp
Anchor Group
A
A B C D
DessoPreswe
+2/
prD
+1201-200psf
+1201300psf
+120/-197.1paf
25-
17ZIr
Heed SIII
08+2
C6+2
C8+1
C6+1
C8+2
C8+2
C6+1 I C5+1
C8+2
C8+2 00-1
1591
08+2
C8+2 08+1
C8+1
3118'
DLO
Jamb
14
12
10
8
14
12
10 S
14
14 10
a
18
14 12
10
p't k
5+5
6+5
8+5
1 4+4
5+5
6+5
6+5 4+4
6+6
6+6 5+5
4+4
8+6
6+e 0+0
4H
Design Pressure
+1201-200paf
+1201492psf
+120/-07e6psf
+120/-163.6psf
2Z-1/8'
Head/Sill
Ce+2
C8+2
CS+2
C5+2
Ca+2
C9+2 C6+2
Ce+2
C8+2
1 C8+2 C8+2
I CS+2
CB+2
C11+2 C5+2
C8+2
3V
DLO
lamb
14
14
to
8
18
14 10
a
16
14 1 10
1 a
16
14 10
1
5
P-hwk
6+5
5+5
6+5
4+4
&a
6+0 6+5
4-4
6+6
8+6 1 5+6
1 4-1
9-0
9+6 6+5
4W
. Design Pressum
+120/-168psf
+120/-150.2psf
+120/-151.lpsf
+1201-141.6 9
28-1/9'
He Sill
08+2
C9+2 C8+2
C5+2
C8+2
C6+2 C6+2
06+2
C5+2
C 2 C8+2
CB+2
C6+2 Ce+2 + C812
a
38'
DLO
Jamb
14
12 10
6
14
14 10
8
14
14 10
S
16 14 10 S
F-hook
6+5
6+5 5+5
4+4
5+5
5+6 5+5
4+4
5+5
6+6 5+6
4+4
6+8 6+6 5+9 4+4
f
Design Pressure
+1201-160.2paf
+120/-1449psf
+120/-132.Spsf
+1152/- per
34411,
Head/Sill -
C8+3 C8+3
C6+3 C8+3MM3C6+38+3
C8+3
Ca+S
C8+3
C8+2
Ca+2
Ce+DLO
4,
Jamb
14 12
10 6
10 8
14
1P-hook
6+5 6+5
6+fi 4+4645
4+4
6+5
5+5
6+5
4+4
6+6
6+5
5+5
4+4
Preasrae+f05/-116psf7psf
+f05/-'flspsf
+105/-115paf
40-1/a'
H IB
06+3
C8+3
C8+38+3
C8+3
C8+3
C8+3
C8+3
C6+3
C8+3
00-3 C8+3 CS+3
DLA
Jamb
12
10
a
a
10
S16
12
10
8
16
14 10 8P-haok
4+4
4+4
4+4
b+d5+5
4+4
5+6
6+5
6+6
4+4
8+8
5+6 6+6 T
\ NOTE:THE+DPIN THE TABLE IS BASED ON THE 5.1/4 SILL HEIGHT.
`—USED IN EXAMPLE 1, SHEET 10
TABLE NOTES:
1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE
LESSER VALUES OF ETTHERTABLE 1 AND TABLE C1
DETERMINES THE WATER LIMITED (+) DP.
2) THE 15/8' SILL RISER #12, MAY ONLY BE USED WHERE
WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR
OVERHANG IS PER FIG 1. IF SO, +DPS SHOWN IN TABLES 1 MAY
BE USED.
3) SEE SILL RISER TYPES ON SHEET4.
4) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS.
5) REFER TO ANCHOR NOTES, SHEET 1.
6) SEE SHEETS 13-16 FOR ANCHOR LOCATIONS 8 SPACING.
TABLE M-
Watur4.Jmtod
(+)oee19n PmWra
Sm
Rear
TOW 8011
Height
max. (+) DP
Agaaad
12
147
Sea Note
13
2414'
+50Apaf
14
3-1/7
+733 For
16
41/Y
+IwA par
16
5.1/P
+120.0 par
ANCHORAGE TYPE PER SUBSTRATE REQUIRED
TO ACHIEVE THE DESIGN PRESSURE, USING THE
ANCHOR QUANTIES LISTED BELOW. SEE TABLE
A, SHEET FOR COMPLETE ANCHOR
LIMITATIONS.
THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.
ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO
THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE
TABLE C1, THIS SHEET.
TOTAL # OF ANCHORS CLUSTERED THROUGH THE HEAD
A SILL AT EACH PANEL MEETING POINT. (EX FOR C4+1, 4
ANCHORS REQUIRED AT PANEL MEETING POINT AND 1
ANCHOR REQUIRED AT MIDSPAN OF PANEL}
TOTAL# OF ANCHORS THROUGH THE JAMB,
THE# OF ANCHORS THROUGH THE P-HOOK
INSTALLED FROM THE INTERIOR +THE # OF
ANCHORS INSTALLED FROM THE EXTERIOR
FIG 1:
DOOR ASSEMBLIES INSTALLED
WHERE THE OVERHANG (OH)
LENGTH IS EQUAL TO OR
GREATER THAN THE OVERHANG
HEIGHT IS EXEMPTED FROM
WATER INFILTRATION
RESISTANCE.
* i Na.56705
m
ALUMINUM SLIDING GLASS DOOR NOA(NI) M104/OV!711.1.IM^..L.uI.nl
N. VENICE, FL 34275
DP BANCHOR QUANTITY TABLE d7JROSOWSKI T.OF(9411�480-1000
DLO WIDTH =NON. PANEL WIDTH-7.576' C6RT.OF AUTH. e2829e
DLO 14EIGHT(SM. BOT. RAIL,#22)=DOOR UNIT HEIGHT -13.47- cOPY10GHrs20TI
DLO HEIGHT (TALL BOT. RAIL, #23) - DOOR UNIT HEIGHT - 17.29' pOTIx0u5TRIEs. wc, 1pn.T
PANEL HEIGHT =DOOR UNIT HEIGHT -2.25' 1 SGD-680 III NTS 1 7OF 148 El MD-880.0 4 ALL R11vRS Res6avm
Dealan P1® =(DP) and Alldlor WwM®B RequIred,(for mlapproM w0puradmIs on Shmt2)
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A 0 C
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M2
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M2
CaH
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M2
W.2 M2
Ctwx nw2 M3 R.3
nw3
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M2 M2
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M3
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WM
We4
CeK
CBN
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Mt M4
WN
MI
M0 M]
CBK M4 M3
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1
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1e
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t2 10
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W
Rbak
.
8.8
1.B
4M
0.0
6.8
e,e l+4
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we
BIB 4N
BHI Bse BIB
1+4
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0.0
OmlmF _
.1ml-115pf
.f05/-1f9W
NOS/-1fOW
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N. p
WM
WM
[SN
RK
RN
Cw0
MO
Rx
MI
CMa
WM
WN
M4 C8N Ma
b
lunb
U
12
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a
fa
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m
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1x
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to 4 ID
Me
aN
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a.4
6.9
wa
bH
B.B
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4M
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B.8 6.B 4a4
TABLE NOTES:
1) IF WATER INFILTRATKN RESISTANCE IS REQUIRED,THE
LESSER VALUES OF EITHERTABLE 2 AND TABLE C2
DETERMINES THE WATER LIMITED (+) DP.
2) THE 1-518' SILL RISER, 412, MAY ONLY BE USED WHERE
WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR
OVERHANG IS PER FIG 1. IF SO, +DPS SHOWN IN TABLE 2 MAY
BE USED.
3) SEE SILL RISER TYPES ON SHEET 4.
4) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.
5) REFER TO ANCHOR NOTES, SHEET 1.
6) SEE SHEETS 13.16 FOR ANCHOR LOCATIONS 8 SPACING,
BUSED IN EXAMPLE 2, SHEET I I NUI=:IH=+ur IN IH=I ADL=ICDN.I=UUN IN=r114 un=lvm.
TAR, F M
Wamr-Omh9d
I.) De9lan Pm.m
Sol]
Fiser
Total slA
HtlBht
Max. (+) DP
AAwred
12
1S'8'
sae Nab2
13
29/4•
.51.0 ps/
14
9.1f2°
+73.9 pf
16
4-1lY
+100.0Ief
18
61/4'
H2O.0 psf
FIG 1:
ANCHORAGE TYPE PER SUBSTRATE
REQUIRED TO ACHIEVE THE DESIGN
PRESSURE, USING THE ANCHOR
QUANTIES LISTED BELOW. SEE
TABLE A SHEET 1 FOR COMPLETE
ANCHOR LIMITATIONS.
THE MAXIMUM OF AT THESE ANCHOR
QUANTITIES. ADDITIONALLY, THE
\MAXIMUM POSITIVE DP DUE TO THE SILL
HEIGHT MUST ALSO BE CONSIDERED,
SEE TABLE C2, THIS SHEET.
PANEL MEETING POINT. (EX: FOR C0+1,
6 ANCHORS REQUIRED AT PANEL
MEETING POINT AND 1 ANCHOR
REQUIRED AT MIDSPAN OF PANEL).
_ TOTAL # OF ANCHORS
THROUGHTHEJAMB.
_THE # OF ANCHORS THROUGH THE
P-HOOK INSTALLED FROM THE
INTERIOR +THE # OF ANCHORS
INSTALLED FROM THE EXTERIOR
DOORASSEM13UES INSTALLED
WHERE THE OVERHANG (OH)
�]t
:P
No.587as
LENGTH IS EQUALTO OR
;.
GREATER THAN THE OVERHANG
HEIGHT IS EXEMPTED FROM
iI �H.
WATER INFILTRATION
' O
A 4L,
RESISTANCE.
i�aA'•.RDRIDP:
•.�C�'.�
I ALUMINUM SLIDING GLASS DOOR NOA (NI) $ 34/04/17 l N. VNICE, ENICE. FL 3427wu2 5 p.E1.Y]W
N. 5
�OP &ANCHOR QUANTITY TABLE &'JROSOWSKI MIT.
80.t600
876�J
DLO WIDTH = NOM. PANEL WIDTH-7.° MIT.DF Au�H.g2M7
DLO HEIGHT (STD. SOT. RAIL, 922)=DOOR UNIT HEIGHT-13A7-
l DLO HEIGHT (TALL GOT. RAIL, #23)= DOOR UNIT HEIGHT -17.28'
COPYRICH]o2nT
p(iT INDusTRlss, IN0.
PANEL HEIGHT= DOOR UNIT HEIGHT -2.25 _ SGD680 I MS 8OF18 I( MD-580.0 £ NJ.FID FZSEJ
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naa
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ID
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+e
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wana
6n
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na.sa
CbDHs ONlMa
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C9,e
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a4 n®M
C0nM CB+9M Ctlw] C1mM]
Npte1el10bk lnllYea sine
in
a
Z0
a4
aMa
nfa
waI He I AlA
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.10/-1
Nn/-110wr
UW/-119wr
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63n1Ud
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TABLE NOTES:
1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE
LESSER VALUES OF EITHER TABLE 3 AND TABLE C3
DETERMINES THE WATER LIMITED (+) DP.
2) THE 1-5/8- SILL RISER, #12. MAY ONLY BE USED WHERE
WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR
OVERHANG IS PER FIG 1. IF $O, +DP'S SHOWN IN TABLE 3 MAY
BE USED.
3) SEE SILL RISER TYPES ON SHEET 4.
4) DETAILS APPLY TO Z 3 AND 4 TRACK CONFIGURATIONS.
6) REFER TO ANCHOR NOTES, SHEET 1.
B) SEE SHEETS 13-15 FOR ANCHOR LOCATIONS & SPACING.
OLD WIDTH = NOM. PANEL WIDTH - 7.875'
OLD HEIGHT (STD. BOT. RAIL, #z2) = DOOR UNIT HEIGHT -13A7'
DLO HEIGHT (TALL BOT. RAIL, #23) - DOOR UNIT HEIGHT -172V
PANEL HEIGHT = DOOR UNIT HEIGHT -226'
T11O1 C M•
WOW441111lsd
I.) Design Pneaao
SRI
Rssr
To+.el3ol
HEIy4l'
hiss, (+) DP
Mons"
t2
1.59'
S¢a!n's2
13
2�14'
+.O.O fyt
14
31IT
+73.3 P7
1e
4-;r
41m.G oat
FIG 1:
ANCHORAGE TYPE PER SUBSTRATE
REQUIRED TO ACHIEVE THE DESIGN
PRESSURE, USING THE ANCHOR
QUANTIES LISTED BELOW. SEE
TABLE A, SHEET 1 FOR COMPLETE
ANCHOR LIMITATIONS.
THE MAXIMUM DP AT THESE ANCHOR
�QUANTTTIES. ADDITIONALLY, THE
MAXIMUM POSITIVE DP DUE TO THE SILL
HEIGHT MUST ALSO BE CONSIDERED,
SEE TABLE C3, THIS SHEET.
TOTAL # OF ANCHORS CLUSTERED
THROUGH THE HEAD & SILL AT EACH
PANEL MEETING POINT. (EX: FOR C6+1,
6 ANCHORS REQUIRED AT PANEL
MEETING POINT AND 1 ANCHOR
REQUIRED AT MIDSPAN OF PANEL).
—TOTAL #OF ANCHORS
THROUGH THE JAMB.
THE # OF ANCHORS THROUGH THE
P-HOOK INSTALLED FROM THE
INTERIOR + THE III OF ANCHORS
INSTALLED FROM THE EXTERIOR.
DOOR ASSEMBLIES INSTALLED
WHERE THE OVERHANG (OH)
LENGTH IS EQUAL TO OR
GREATER THAN THE OVERHANG
HEIGHT IS EXEMPTED FROM
WATER INFILTRATION
RESISTANCE.
* : ^ NO. W705
m
I AL>NNYR4EN, PF.
)MINUM SLIDING GLASS DOOR NOA (N) 04l04M71070 TECHNOLOGY DR P.ESe3/15
N. VENICE, FL 34275
&ANCHOR QUANTITY TABLE Ll &JROSOWSKI (841 )-480.1fi00
Y� CERT.OF AUM.42920B
3 COPYI4IGHTa 017
Pin.'NDUSTRIFS, INC.
D-680 NTS 9OF 18 , Q MD-B80.0 � AU RIONrs IiESERvm
1 - s
i J I
EXAMPLE 1:
3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION - PXXX
EXTERIOR POCKET,
48" X 80' NOM. PANELS, 3116' IG GLAZING,
ANCHOR GROUP S IN WOOD SUBSTRATE,
PROJECT DESIGN PRESSURE REQUIRED: +911.21-108.8 PSF
r-mwA
ANCHORAGE
DETAILS
6•IAR
FORSTABNTl ORTOAIJGN A
SP MAYBEEARDEAODELL,EXTRAANLNORS
MAY D INTHE PDCIO=T
FOOXEraY ON¢R6, 6EE
NOTE6.6H 6
6'
ugtL
GEEPOCXE "B
INSTALLATION ON
EXiE�RIK)0.
t/ PXXX 3-TRACK
HEAD/SILL ANCHORAGE DETAILS
USER INSTRUCTIONS:
1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 13 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS
THE REQUIREMENT OF+08?J-108.6 AT NOM. PANEL SIZE OF 48" X 80'. FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE
IS+1051-115 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS.
FOR WOOD INSTALLATION FHeadISI C6+3
USING ANY ANCHOR IN GROUP Jamb 1 10
8 (SEE TABLE A), TABLE I SHOWS PTQ—ck 4+4
ANCHOR REQUIREMENTS 01
2) ANCHOR LOCATION DETAILS, (AS SHOWN ON THIS SHEET) CAN BE FOUND ON:
HEAD/SILL: SHEET 14 FOR THEW CLUSTER ANCHORS AT INTERLOCK, SHEET 13 FOR THE INTERMEDIATE '+3"ANCHORS
LOCATED AT THE CENTERLINE OF ALL 3 PANELS.
JAMB: S PAIRS OF ANCHORS -10 TOTAL ANCHORS: REFER TO SHEET 13 FOR GENERAL LAYOUT.
P-HOOK 4 ANCHORS PERPENDICULAR TO GLASS AND 4 ANCHORS PARALLEL TO GLASS, REFER TO SHEET 15 FOR GENERAL
LAYOUT.
3) INSTALLATION DETAILS INTO W000 CAN BE FOUND ON:7-1
rdlne•uAX r —
JAMB
ANCHORAGE
DETAILS
HEAD/SILL 8 JAMB: SHEETS 3 84
&M-
P-HOOK: SHEET
uua
FOR PRODUCT REFERENCES, ALSO SEE:
A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND FXACT
z4tft
LOCATIONS OF CROSS-SECTION DRAWINGS.
uAX
B) SHEET 12 FOR SPECIFIC GLAZING TYPES.
O.C.
C) SHEET 16 FORALLOWABLE PANEL TYPES AND CALL NAMES.
O) SHEETS 4 817 FOR EXTRUSION CROSS-SECTION DRAWINGS.
E) SHEET 18 FOR A BILL OF MATERIALS.
V T09E 3<•O.c. Da LESSv
CENTERLINE OF ENO PANEL
ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY
REQUIRED IF THE O,C, DISTANCE TO THE NEXT ANCHOR
CLUSTER IS OVER 24, OTHERWISE ANCHORS ARE NOT
REQUIRED AS PER THE FIGURE ABOVE
SLIDING GLASS DOOR NOA(NI) a 04f0 1
)OOR EXAMPLE p20JROSOWSKI
NTS III 10 OF 18 1941 MD-W.0
N. VENICE, FL 34275
CERT.OFAUT"-#MW
COPYRIGHT N
PINOUSTRIE6, WC. GT
A RIGHT6aEEEaVEO
a6+x
LWOR6IATION.
N0.15WG5
T IR�
•g11111T••-
ALYNNA6LLEFlPE
EXAMPLE 2: ,,,MAX
S-PANEL, 2 TRACK
USER INSTRUCTIONS:
1) KNOWING THE PRODUCT REQUIREMENTS, SCAN THROUGH TABLES "FOR A DESIGN PRESSURE THAT
MEETS OR EXCEEDS THE REQUIREMENT OF +1024/-112.1 AT A NOW. PANEL SIZE OF 60-X 64° FROM
00° OUTSIDE CORNER- PXXIXXO,
TABLE 2, SHEET B. THE DESIGN PRESSURE IS+105/415 WHICH EXCEEDS THE PROJECT DESIGN
EXTERIOR MOUNT POCKET,
60' X 04" NOM. PANELS, 3116" TEMPERED GLAZING
PRESSURE REQUIREMENTS.
ANCHOR GROUP D IN CONCRETE SUBSTRATE
PROJECT DESIGN PRESSURE REQUIRED:+102A1-112.1 PSF
FOR CONCRETE INSTALLATION
t! lStll Cfi+4
USING ANV ANCHOR IN GROUP �lb B
D(SEE TAB LE A), TAB LEI SHOWS Pfiock 4+I
to NOFRMIE JAme LANCNDR9
Foa gEWIPED® Pe7�p Gtq,Sg
ANCHOR REQUIREMENTS OF:
as HANCHORTIDETAILS, SHOBE FOUND ON:
eTA91LITY, OR
4ANCHDg3
HEAD/SILL•SHEET 14FOR THE"W CLUSTER ANCHORS LOCATED A7 THE ASTRAGAL AND INTERLOCKS,
ANCII08
novae ',
P�w
ir�Gt,ass sar
SHEET 13 FOR THE INTERMEDIA7E'+4 ANCHORS.
HEAD:4P IRS OF FOR ANCHORS (13
SHEETORS-
MDEo W �' see F JAMB
��
`�^�7iI�
OTALHE'C6'CLUSTER
FOR GENERALL
TOTAL ANCHORS; REFER 7O SHEET 13 FOR GENERAL LAYOUT.
ANC 8 T
4 PAIRS OF ANCHORS =
TNe�T �- rcuraunDN ON
o TIO
',
s•NUN. p-HOOK:4ANCHORS PERPENDICULAR TO GLASS AND 4ANCHORS PARALLELTO GLASS; REFER TO SHEEP
i7` I
i PI
.,..1...
15FOR GENERAL LAYOUT.
I olNeas. see I
s+ur
Nare e, sNeeT e S ..,,,
I
31 INSTALLATION DETAILS INTO CONCRETE CAN BE FOUND ON:
w
uu
HEADfSILL ANCHORAGE DETAILS
BO" OUTSIDE CORNER P)OUXXO.2 TRACK vi
(SEE SHEET FOR 00- INSIDE CORNER MOUNT) SGD-680 III NTS 111 OF 18 1111 MD-080.0
275
1
CEAT.DFAUTH.I=IW
8 INC NEXUS7gIES IGMm
POT
INDG
ALLgIGHf5 gE5ERYED
* ; No. SM5
. IT 5
OM.
an 2r
GLASS a1rE
GLASS TYPE 2
3/18' TEMPERED I.O. GLAZING DETAIL
7wwM
BITS
I�I °
1/4' TEMPERED I.G. GaQNG DETAIL
MUMRAL
O KODISPACE
4SG TIPS
DURASEAL@
H SPACER
ENOM. MUTE
A—
a'ITNOM.
FOAM
WITH
DESICCANT
�INT. GLASS
8 SUPER
SPACER®NXTi11
POLYISO 061CG.NTFlLL AREA
BUf E 6/fe'NOM.
SEAL
SRICaNE SEAL
LOLLFORMID
iI FCC STEFl
EXT. GLASS 1
/// �[W.GLASS
s
XL EDGE"
SPACER
Part#
Description
Material
72
Kommeding Kodispace 4SG TPS Spacer System
73
Qua Super Spxwr fv&h Hot Me8 Butyl
Sea this
Sheet for
74
Oumlex Daaseal Spacer
Materials
76
Cardinal )4. Edge Spacer
*: Na Sam
REFEFENCETEST REPORTe: FTLd�ti, eBE8368,a
i�(C`S'.!'TORi0?.•' G��`
ALUMINUM SLIDING GLASS DOOR NOA (NI)
JAI 04/04/17
1070 TECHNOLOGY DR
A LWIN MILLER RE
REA64143
N. VENICE, FL 34276
GLAZING &SPACER DETAILS
SJROSOWSKI
(T.0FAU0H.fW
ADDED SPACERS -JR
�$O5J75/18
I:ERT.OFAURI.SL4LSS
7.
coPvwaxroeon
SGD-880
i NTS
1 12 OF 18
R1
MD-680.0
44
uiT lRi...TRE='WD'
JAMB ANCHOR LAYOUT FOR ALL DOORS:
2.63" —fiI III 11 �8' DIAG. 2.6r
2MAX.•
�'
^� MAX
O.C.
LM 1 O.C.
2-TRACK FRAME JAMB
ANCHOR PAIR
2.63"
EMERKIR
24-172'
MAX.
O.C. 1
5.44•
7 A ' II f
3-TRACK FRAME JAMB
ANCHOR PAIR
(ALTERNATE ANCHOR LOCATION
DIAG.
I s.a4•
7.11/18"
MAX
3-TRACK FRAME JAMB
ANCHOR PAIR
2.53" 6• DIAG
2A-1/2•
MAX
O.C.
fljjj,6A4'
7-11116•
MAX
f�
I 4-TRACK FRAME JAMB
ANCHOR PAIR
rouavp "a NOTES:
mra: 1) ALL DIMENSIONS SHOWN ARE
BASED ONMINIMUM ALLOWED,
O
UNLESS OTHERWISE NOTED.
2) FOR 3-TRACK JAMBS, ANCHORS
El MAY BE INSTALLED EITHER IN THE
EXT. OR INT. TRACK
Imb 8 3) MIN. OF 8 ANCHORS IN JAMB (4
Mk 4+4 PAIRS).
PANG.
CENIE{LL1NE
ExrERwa
v z-TR4O(INIFAYBNATE
Y1'ANtllOiiIDCATKIN
PLAID.
CFN ER WE
4.17"
ExTIE�'j'RII0R 2.6ter—3.31'
+I (�--
V 2-T "RRE30E M
YYAN0MLO TION
PANEL
CEMERUNE
a31•
a =6XR4017.°
D'MA C)IERNE MN
'�9'ANCH00. L001110N
PMD
CENIE E 4.17"
2 53•
C 4.
r
2-TRACK INi LR 1E 1
•-4'ANCHORLOGTITION
PANELLENIEldA�
I
Ixr[auoa
v sTMCKINrERNE0IATE
v1'AN010ft LOGTbN
V
STRAOK WIERA®IATE
v4•ANCHORLOGiION
(AI50 UEE 1411ET✓E'✓C ANtl10R IS 1✓EOUIRFD)
Pma
cE11rE 2 �' 4.17•
onjmjjj wa 3.31•
V
3TRAOK INFER IXM
'H ANCHOR LOOA7KIN
NOTES:
1) ALL DIMENSIONS
L ALUMINUM SLIOIN
ANCHOR LAYOUT
SHOWN ARE BASED ON
MINIMUM ALLOWED.
2) SILL SHOWN, HEAD
SIMILAR
SGD680
f NTS
oEalQa.v.�E—'i r 5.06"
4TMGIME ]ATE
TANCHORLOGTION
(ALSO USE VMERE -W ANCROR IS RE W IRPD)
4TRACK INiER}AEONTE
'K•ANCHOft LOGTON
(ALSO USE WSffAE•.S•
Md710R 9 tQ-AUAEO)
M MOR
V
MWONCf RLYIM
L�PO�et�iLLlV lhtYp
w h �lull
S1�
Yb>ti OtY/m3aR�-
.A, No. 58705
RF,
GLASS DOOR NOA (NI) JAI 04/04117 1070 TECHNULP."um
N. VENICE, FL 34275
8•JROSOWSKI (S41}48
130E 18 �'f MD�84
CFAOUTH0.O=
0.0 PmINDUsM,
4ILN5
G
mews 8
RESERVED
1 , A
HEAD/SILL CLUSTER ANCHORS (@INTERLOCK & ASTRAGAL) LAYOUT FOR ALL DOORS, (SEE TABLES 1.3):
ASTUDAL OR
INIERLODK�L..,FLK:ELOLATK)N
CEMEPLME I IF NEEDED
*4" 2"OR .
��I] (LISE WHERE6 CUlS1ER
" ANC1tlRSAIEREOURED, Y.4')
ASDNOALOR
INTERLOCK 5FLN;ELOCATION
CEWERLINE IF NEEDED
3.31'
168°
e R
M3'
R 4.17'
v 2TMCKFIiOME
RLRENOIERE lLW3raE
ANCHOP9ARE REOOPO:D• V�
ASTRAGAL OR
INTERLOCK--�I�SPIJCE IOGTON
CENTERLINE I IF NEEEEO
Y 41Ir
e e 1 2.53'
E%TFAfOR 3.31"
n 2.nuacFru�
V IVSE WHERE 10 QL91E(t
AACEN1RS AREREOUIiEO,'4TJ7
(FORSPLILE
ASTRAmm A5IRAON.OR ASTRAOALOR CONDMON,DONOT ASRiAON.OR
IIILERIKICK SPLICE LOCATKM INTER= SPLICELOCATION IM OU( JS MISDETA2 MIERLOCK SPLICE LOCATION
CENTERLINE IF NEEDED CENTFALINE IF NEEDED CEMEfWNE 7 I SEE NOTE J) CENR]iLINE IF NEEOE0253'
4° 4
" "3.31' —� 2.53° 3.31"
253° 2S3"
TOR 4.7 ElaE m 4A7" EMERIOft 4 7r EXi�ftlOft *14.17-
�5ME
=EYMETEOaCALVSIER RISEWREFEICLNDSIER (USEWHEREKIDCLLLSTEL (MEWH IOCR2CLL61ER
ANCHOTSARE REOIARm."CST ANCHORS ARERFAURFD,"C31 ANCHORSARERO-0UWEO,"LT01 ANCHORSAREREOWtO 121
(FORWLICE (FORSFUM PRODDOERE ft
ASRW3ALOR COWMON,OON ASTMOPL OR ASTRAOALOR CONDMOµ DO NOT ASLRAGALOR a �1E30�sItlIb3L�
WfERLOCK OSE'IFIIS DETAIL, INTERLOCK +SPLICE LOGTIDN IMERLOLII� OSETNISDUM1. INIERLOCI(�SPLICELOGATION p�Fj�a 17 OYZa if
CENTERWNE 9EE NOTE J) CENTERLNE I IFNEEDEO CENLQiLINE SEE NOTE 3) CENTERLINE IF NEEDED Lhpl,�pN
4.1 3.31" 2q• I 3.31" 3.31'
O,ar
\1\\\111111/11TTA
•a01P( LYN�y�j�i,
253' 253°M-25-
NI,.:• 55705
TERIDR EXIEwOR 4.1T EXTERIOR 4.1T EXTERIOR 4.17
1 0.T CICFRAME 11 4 CKFRWEE NSEWI 11 WHERE
41 CK FRAME 11 4T m
NS
v (L6E WNEREELWSIER V EN•NEREJCWST R I% (JSEIOCLUSfER V MIOOR12LLIISTEN �p • lF�:
ANCHORSAREREOIAREU.W) ANCHORS ARE REQUIRED, @) ANCNORSAPERMIJIRED,' T) ANCHDR9 ARE RFAOWEq'C12� :�R�'•.. °„__._. :'��
NOTES:
1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
2)SILL SHOWN, HEAD SIMILAR
3) IF A SPLICE IS NOT SHOWN AT A GIVEN CLUSTER QUANTITY,
USE THE NEKT HIGHER CLUSTER QUANTITY.
SLIDING GLASS DOOR NOA (NI)
NTS lil 14 OF iB
ROSOWSKI
MD-6S0.0
D70 TECHNOLOGY DI
N. VENICE, FL 34275
(841)480-1600
CERT. OPAUTH.lRB
CoPYRIOH cmll
Par MDuSTRTES, MG
ALLRIO RESERVED
P-HOOK ANCHORS LAYOUT HEA
FOR ALL DOORS:
(6-0
-Y AIl� —11, 2.53'
NOTES:
1) SEE TABLES 1.3 FOR EXACT QUANTITY
OF ANCHORS REQUIRED IN THE P-HOOK
FL V F PERfi W 61N ilk Fti1QN0.'0 P°Vi7W�
IPRomFXn,omoums
F`
r-
I
I
Ig
I g
Heaa301
c4+1
Jamb
e
PfiDot
5
300 OUTSIDE CORNER CLUSTE
CORNER SIMILAR, SEE SHEET
- 4.17' 2
4'
3.31' —1 5 - EXTERIOR
°0•COfc1 KR TRNXT
a rsEM,EREecLN31Hi
7AI-N�RCI-WTI'l�ST'PI'A-IIE'{REOWAED.' L9J'
2.53- tMt II HFiI
4'
4.17'
4.41- — I FX wm
°°-oc"M}TRACT( I/
IUSE WREREB CLU91m
AACIpRsnRER£(]UIRED, •�
2.53'
--1 I+ 3.31' EM' Ri R
BO•CORNER.41aALK
IusEwxEREscaeuusrER
AhL1 pas nrE RFAUOiEO.' cT;J
2.53'
4.17'
N EXTOR
_EnRI�
orfARRER.&n V
IUEEMR 8CLUSTm
AFARCRs ARE R[au Rm, •g�
JR
8°•CORNFSL2-TRACX
(USE SN✓FAE 100LUS'Im V
ANcaopsnlaE aEcarta:5,•ctm
2.53- 4.17'
EXTERIOR
B°'CORNER YTRRCK �%
(USEiYImIE 10 CLUSTER
ucxoRSAaE aEouEaS. •�
253'
NOTES:
1) ALL DIMENSIONS SHOWN
ARE BASED ON MINIMUM
ALLOWED.
2) DETAILS DEPICTANCHOR
QUANTITY AND SPACING, AND
WOULD BE SIMILAR FOR INSIDE
AND OUTSIDE CORNER
CONFIGURATIONS.
$) SILL SHOWN, HEAD SIMILAR
N°. 58705
L\ I
4
7Mp'OR
'� l•K..G\?�
W CCRt�R.4TRnLT(
\ 11AEl�vNEQE06USiER hE 10URE0,•GJ
....
�i�/S �QNALt�?•'•
ANCHORS AaE fa:CNFED,' Ah A
ALUMINUM SLIDING GLASS DOOR NOA (NI) '� 04/04/17 107TECHNOLOGY DR
A. LYNN Y¢lER P£
pE,°SSlpg
N. VENICE, FL 94275
p
d ANCHOR LAYOUT o J ROSOWSKI
(B41 }480-1R 600a
t !g
8 Yd
CEFLT41HS
550 SGD-NTS 15 OF 18 ¢ MD-61
E i
COWRIONfa=7
xi ml rirts!REssmWD
a
N
PANEL
TYPES
SWIM
IN Hh
IN
MIJILE
INIFluocK
�J.E
vuRAtixe
A IUVWL
ear w
BM
0.SIN
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ASTRAGAL
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AGIRAGAL
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AT
AS
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REGFJvm
CF/S
RECAeIiGOAL
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GIIl. W'COWJEIi
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lmO
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A6N:A
R EIVER
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OVISUEfiP
A6IPAGN.
RELEAAi
L
TA
C
SA
S_
FD
FC
TC I TR I TQ
SC Tic SQ
PANEL NOTES:
LEFT QINTERIOR RIGHT 1. SEE DP/ANCHOR TABLES IJ, SHEETS 7-9 FOR PANEL SIZES& DESIGN PRESSURE.
PANEL IT-11 PANEL 2. PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND
STILE VEXTENOR STILE ARENOTAVAILABLE.
PANEL 'E' SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND 3. MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL
APPLICABLE STILEIASTRAGAL REQUIREMENTS. CONFIGURATIONS IS 48° PER TABLE 1 AND 60' PER TABLES
2 & 3. REFER TO TABLES 1-3 FOR DOOR UNIT HEIGHT
LIMITATIONS AT EACH PANEL WIDTH.
SILICONE
PANEL CORNER DETAIL
SHOWN WITHOUT STILE COVER
PRODUCIYiV17I
//V¢\V/^yli'/ \
sr R8 X 1' PH SMS,
o PNMwb�neFhtla
nutlmaaaa
A,IrN No I7 a1F2a.11
KSHOWN;
e.prrle.ml. l,g.415'
USE2
USE21—K
FOR 2ES
�.
FRAMES &
&
4SCREWS FOR
\
4-TRACK FRAMES
��`��HN LY (y
VGE f /�(��
'p
FRAME CORNER DETAIL
* ` No. 58y.705
3-TRACK FRAME SHOWN
LYNN MALFA, PE
ALUMINUM SLIDING GLASS DOOR NOA (NI) M O4/04/17 1070 TECHNOLOGY DR A. F.EH W]p6
N. VENICE, FL 34276
PANEL TYPES GJROSOWSKI (04"BG-1600
ill
CFIiI.OFAIRH.C]{Q96
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SGD-680 i 8 NTS R 16 OF 18 j£ MD-880.0 4£ IICNrs SEE 0 0
4.741 �-I �i- 5.186 �y LIB- 9.0D0
.100
2.000 .074 1.938 .074 1.938
fzt PANEL STILEOPIBOTTOM RAIL-47/2° z3 TALL BOTTOM RAIL -9°
2.380 2380 r-
1,938
1.08) 1 2.324 2.702 ,101 1.172
101 .075
D7s L
O27 STILE 25 INTERLOCK Y6 DOUBLE INTERLOCK SNAP RAIL
ADAPTER ADAPTER ADAPTER ADAPTER
1 1.300
25 A20
. 725 1.801 •090 1.
.3784.484.
b89 D90
�-L-- 7.793 �. 3.663 -1--f --a 2.442
OBACKER PLATE OINTERLOCK REINFORCEMENT O P-HOOK
r .140
145511 0 II II II T N I II II II
I� 7 0 N 1177,144Y Y 0 0 U
84-TRACKSINMEHFAD
1
1.405E
1-1 .080 - 0.815 _-=,I
03-TRACK SINGLE HEAD
1.t 84 7.084 jam' 1.084 .508 .239 306.095
1.084 I
J740r� � .717
.080 .000 OINTERLOCK TRIM COVER 31 FRAME SCREW COVER
090 6.085
8.615 7A43 I 1.7138 j- '�3
OM1 �
24J .125 .847
02-TRACKJAMB 37 CORNERBACKERPLATE OSILLMOUNTINGSTRIP
O2-TRACK JAMB WI SCREEN
2781
1.016.062 045
'Li� to INT-ECT SILL COVER
FXT SILL COVER
�y 2723 � 17 W/SCREEN 2.026 -
'094 I 2.835 1b18
.082 1 4.968
OLO KASTRAGAL ORECEIVERASTRAGAL OTRACKCORNER 90o CORNERRAO ON �7
OP -HOOK MOUNT
.110 5.500 O
.090 J-.-t A42
1.095 .1.095
�
.437
750
9760 001.40
I F6.794 - .040
Os 2-TRACK SILL OINTERIOR BEAD 6t OGEE BEAD OSOUARE•BEAD OCGEEBEAD
1.D00
03-TRACK JAMB
O4-TRACK JAMB
O°O` PANEL BRACKET 2.836
7205 -� 2.424
.125
.045 ,�.I�I... Ct�__,
693
2.099
19 MIMILL COVER
.D90
�090
_ -1.048 .1.019 1A23
- 1.872 05
.N�o-. 5-8.7teDeS
1.050 311 A05 .495 .926 1.993�.062 1.9V93-062.872 0.342262 73 •rc
_l' ,}70 (� iE of .' •14W.
1 i�F F(ORIDP \?�
O9 2-TRACK SINGLE HEAD W! SCREEN OO 3-TRACK SILL SCREEN O SCREEN O SCREEN O SCREEN O SCREEN
-ow 090 t10 TOP 117 BOTTOM ttz §TILE 1131NTERLOCK 114 ASTRAGAL
LENSINGER A L"N MILLER. PE
t,g05 1.495 TECATHERM 66GF ALUMINUM SLIDING GLASS DOOR NOA(NI) 04104/171 D10 TECHNOLOGY DR pEg43tyg
I6� 00 YY �.m INSULBARy N. VENICE, FL MM
11.853 THERMAL BARRIER 8 EXTRUSIONS & J ROSOWSKI (941)480.16D0
e 2-TRACK SINGLE HERD 7 O 4-TRACK SILL ASSEMBLY PLASTIC MATERIAL CF .OFAWH.kPB%a O (PRE ASSEMBLED) DOPRIDHT0141T
NOTES:. 1) SEE SHEET 4 FOR SILL RISERS, ALL DIMENSIONS IN INCHES. _ SGD-BSO .25 170E 18 � MDES0.0 � au wO�ra ResERvm
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TABLE
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711
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112
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8152
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93
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121
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122
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