HomeMy WebLinkAboutNOASCANNED
BY
St L
ucie County
M IAM 1•DADE "�' MIAMI-DADE COUNTY
e _ PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sheet, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/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 iOSGD-770" Aluminum Sliding Glass Door w / 90° & 135° corners —L.M.I.
APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact', sheets
1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
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# 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0420.12
t Expiration Date: February 17, 2020
9 lfl r7 Approval Date: September 28, 2017
//( Pagel
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0123.10)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets I
through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.
(Submitted under NOA No.16-0629.06)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554,
dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted tinder NOA No. 14-0123. 10)
3. Test reports on: 1) Air Infiltration Test, per TAS 202-94
2) Uniform Static Air Pressure Test, Loading per TAS 202-94
3) Water Resistance Test, per TAS 202-94.
4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94.
5) Large Missile Impact Test, per TAS 201-94
6) Cyclic Wind Pressure Loading, per TAS 203-94
along with marked -up drawings and installation diagram of aluminum Sliding Glass
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980,
FT1-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated
08/10/09, all signed and sealed by Julio Gonzales, P.E.
Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised
and reissued on 12129/09, signed and sealed by Julio Gonzales j?
(Submitted tinder NOA No. 09-0826.10)
Jorge M. Plasencia, P.E.
P duct Control Unit Supervisor
NOA No.17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
E-1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer),
per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc.
(Submitted under NOA No. IS-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014) and FBC-611 Edition (2017), dated 04/18/17 and revised on 08/I0/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18,
F. STATEMENTS
1. Statement letter of conformance with FBC-511 Edition (2014) and FBC-6` Edition
(2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Test proposal No.16-0152 dated 03/09/16 approved by RER.
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
G. OTHERS
1. Notice of Acceptance No.16-0629.06, issued to PGT Industries, Inc. for their Series
"SGD-770" Aluminum Sliding Glass Doors w/90° &135° comers - L.M.I. approved
on 08/04/16 and expiring on 02/17/20.
Jorge AL Plasencia, P.E.
P,,roduct Control Unit Supervisor
NOA No.17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
E-2
SERIES 770 IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 90.1135- CORNERS
GENERAL NOTES
1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 S 5.
2) DESIGN PRESSURES:
A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE AND GLASS TABLES ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASD.
3)ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14.
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON. CREI-EFLEX AND AGGREGATOR NONS, ANSUAFBPA NDS 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 (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9) TEST REPORTS: FTLS880, FTL-5993, FTL-6001, FTL6014, FTL-6015, FTL6017, FTL-6022, FTL6023,
FTL-W24, FTL6025, FTL6028, FTL6031, FTLS033. FTL6038 AND FTL-7654
TABLES SEE DETAILS ON SHEETS 456
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'HS•=HEAT 6TREJIOTHE14E0
T-T PERED
'PV6..OBT TROS"IS' PVB BY M1MMY ANERICA INC.
SG• =.DOT DENIRYGL SG BY RUMMY AMERICA. INC.
OESIGNPRESStINEMTING
INTACT RATING
6EETASLES1.293M
SHEETS6.T48
RX=FORLARGEAS
MIWILEINPACTRESISTANCE
fA0E516TANDARDSUSED:
.Y017 MORIDA BUILDING CODE ((FBC). SM EDTIION
e2014 FLORIDA BUILDING CODE (MC), 5M EDITION
.ASTM 513MAS
.ANSNAFSPA NDS-2015 FORWOOD CONSTRUCTION
.ALUMWUM DESIGN MANUAL, ADM-2O1S
.AISI 5100.12
.AISC3 to
DESIGN PRESSURES.......66
INSTALL DETAILS..............
ELEVATIONS..................... 16.16
PANEL / SILL TYPES......... 17
CROSS RFCTIONS._.._....18.19
CERT.Q.A ASQSB
TCRI F
6ubsuam
1) WHERE SUB6TMTE CONMTMNS REQUIRE ANCHOMOE FROM MORETHPN ONE OF THEANCHORGROUPSABOW.
CHOOSETHEANCHORGROUP OFTHEWWESTLETIER FOR ALL7A ES INTHISAPRiGYAI
2)ALL ANCNORHEADTYPE6AREAPPIICPBLE
0)FORETEELSRIDS,MUt. FU•45KS USMI 33 LL
d)FRBPDRS&W VALUESMAYALBOBE uS $HOLLOW MINNU PPLXATKINA
B)ANLHORS M1o1Sf BE OFSIIFFlCIENi IENQM SOTHAT AMINIMUM OF 3 THREADS EXTEND BEYOND METAL SLBSTMTE.
ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MUN11-0ADE COUNTY, USE ONLY
MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET.
PRODUCT REVISED
3)WOOD BUCKS DEPICTED AS/XARE LESS THAN I-12'THICK PwIN lnw Fl.ld.
PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS Dulldl, 111.g t.e
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS xoA .. 17-0420.12
DEPICTED AS 2X ARE 1-12°THICK OR GREATER. IX AND 2X BUCKS BRpl,.W. DAt. 02/17/2020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER D
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS Miem p ro uct con ro
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RETARD & TO BE REVIEWED BY THE BUILDING OFFICIAL.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
I1II If Ir
NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
`\a YLYNyy
MAX 1/4•THICK&3400 PSI MIN., (DONE BY OTHERS) MUST FULLY
SUPPORTTHE ENTIRE LENGTH OF THE SILL THAT IS NOTTIGHT TO
,yam UCENyF
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
=*: Na-68706
SUBSTRATE IS WOOD, 30A FELT PAPER OR MASTIC IS REQUIRED
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
-
BYTHE AUTHORITY HAVING JURISDICTION.
sav-7m 1 N7S 1 1 - 22
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH
NOM.PANELWIDTH
NOR
PER TABLES 1.3
i
i
17
MAX. UNIT
/ jg
HEIGHT
PER TABLES1.9
v0caF7I
MAX. UNIT WIDTH
NOM. PANEL WIDTH I NOM. PANEL WIDTH
PERTABLES 1-3 PER TABLES iJ
I
i 1
1 Io MAXUNIr
MAX UNIT 1 Ijga HEIGHT
HEIGHT I�j Ei6 PER
PER TABLES IJ / / I4 TABLES iJ
/ coa�r ,iiii� i
.1L.. —1`r--,
3-PANEL CONFIGURATIONS
I -.-----MAX UNIT WIDTH ---I
F+— MAX UNIT WIDTH
•- V:ifE/iCifAjfts{E1
� � N
111,
m�.'.�i�a
• • iwierm i�iY�iri.
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CHR. �AIlINR9NB
CONFIGURATIONS NOTES:
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL'JVP, "Je.'Kw' OR'KC INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
p)ODD(P, pXXXX OR XXXXP. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2) GO- S 135- CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
-A'- OPERABLE PANEL,
'O' a INOPERABLE PANEL,
b-=POCKET f—DETAILLETTER
Y�.� W - WOOD OR METAL INSTALLATION
®-e.CONCRETE INSTALLATION
L—SHEETNUMBER
DLO WIDTH a NOM. PANEL WIDTH -7"
DLO HEIGHT= DOOR UNIT HEIGHT-10.126-
PANEL HEIGHT= DOOR UNIT HEIGHT -1.BW'
pa"RET I q
4-PANEL CONFIGURATIONS
y
PRODUCT REVISED
....pl= w116111e Flarlao
euenmO CeeCCue
.N.. 17-0420.12
MAX. UNIT WIDTH
11"ha0en pate 0211712020
NOM. PANEL WIDTH
By
l
mom re u an ro
PER TABLES 1.T
MAX UNITTHEIGHTPERTABLES
IB6
T'
\p\1111IIlll/YY.
,v m I NTS 12 • 22 1 PGTO130
'l:' \10ENSF':1
* 00.58705
9:
pO 8 T F .
GLAZING DETAILS (133 G3A G4 134A, G5 & G5A)
7 16•N 7/16' NOM.
1' NOM.
HS`GUASS
3116' HS GLASS
3/16' HS GLASS
3f
090'PVB
3118' HS GLASS
3116'HSG S
74 3/16'HS GLASS
76
3/8'AIR SPACE
SS
&16'TGLA83
�
Y
aSS
y
63
p RIOR
-
3/4" NOM. a RIOR
3/4' NOM.
3/4' NON
e S a
ar
24,27
GLASS
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7116" LAMINATED GLASS, TYPE G4
1" LAMINATED I.G. GLASS, TYPE G5
9/i6'NOM.
9/16'NOM.
1'NOM.
3/16' HS GLASS
1/4" HS GIASS
1f4' HS GLASS
A90° PVB
.Ow m
.090° SG
3116' HS GLASS
114'HS GLASS
74
1/4°HS GLASS
74
Sft6'AIft SPACE
t/4' T GLAS&
PRODUCT REVISED
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33
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3/4"NOM.
314. NOM.xoaxo.CCeeGG
r314'NOM
17-042D.12
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GLASS
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9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A
GLAZING NOTES:
_=*:' No. 637DS'r
'ANN°=ANNEALED
*_
-�'
'HS'= HEAT STRENGTHENED
'T'- TEMPERED
SEE SHEET 15 FOR SPACER DETAILS.
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'PVB'-.090'TROSIFOL® PVB BY KURARAY AMERICA, INC.
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GLAZING DETAILS
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'SD'=A90' SENTRYGLASOBY KURARAY AMERICA. INC.
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SERIES 770 ALUM. SGD-LMIMPACT
JR 040Y17 C NO CR4VOES TRISSM£ET.
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ALYlFi (1uwy P£.
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ng 1:
Design Pressure (DP) and Anchor Quan00es Required,
(far all approved configurations on Sheets 2 & 3)
For tamer astragal anohore8e on so' or 13V comer urde, See Shoal 11
Maximum OP for all sizes:
.+601.60 PSf
(Mey be tinged W Table IA)
Table applies to Glass Types 3,
M. 5, 5A. 7, 7A, 8 & SA and
Door Unit Height
69.7/8' DLA
7&T/6' IXA
79.7/8' DLO
85•718' DUO
Me S01eJMiregal Types shwm
belay.
Anchor Glaup
Mchor OrouD
AneI "in
Mchor Getup
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
Halwa$I
+
hi
D,.1
M.1U+1
.l
Gt+
+1
1 C4-1
I Col
C01
CM1
CA+
r1
2V
p Q
Jamb
a
a
a
8
8
6
8
e
8
8
8
e
8
8
B
B
P-haak
R
17
6+7
5+7
N0
7+8
H0
7+6
]+B
The
7h0
T+8
7+8
7+8
7+8
7+8
Heedl9ill
CM1
U47
01+1
U+1
U+1
U+1
U+1
Uh1
U+1
U+
U+1
U+1
U+1
1
SIT
Damp
B
8
8
0
8
8
8
8
a
8
8
0
8
LD
Phan
■
0+7
6+7
6+7
7+8
T+8
NB
7+8
7+8
7+6
7+8
710
7+8
7+8
8HseL5111U4U+1Uhl
U+1
i36°
Jemb
8
0
B
8
8
8
8
8
e
B
8
8
e
B
o.
IX.O
P4wok
8+]
8+7
8+7
847
7+8
NB
7+8
7+8
AB
]hB
7+8
7+8
7+8
AB
j
HeMSIII
U+1
U 1
U+1
U+1
U+1
UN
U+1
U+1
Uhi
U+i
G l
U+t
U+1
Ct+i
185'
Jamb
e
8
8
8
8
8
8
8
0
a
a
8
a
DLO
P
BN
h7Bhl
BhT
]+0
]+e
]+a
T+6
]+0
AB
AB
]he
7w8
T+8
Head3�lU+2
U+2
Uh2
U+2
U+2
U+2
U+2
Uh2
Uhl
U+2
U42
U+2
U+2
U+2
248'
DL0
Jamb
0
e
8
0
8
8
B8BBB010
8
P-hook
6+7
0«7
Bh]
8+7
T+8
A0
7B
A8
Hg
AB
7+0
7+B
7h8
T+B
FOR EXAMPLE ON USING TABLE, SEE SHEET 8.
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 34/4- SILL,
2) WHEN USING THE 2-12' SILL, POSITIVE WATER DP IS 4e.67 PSF MAX WHEN USING THE 3-1/4" SILL POSITIVE WATER DP IS
60.0 PEP MAX. WHEN USING THE 4- SILL, POSITIVE WATER DP IS 60.0 PEP MAX (NEGATIVE PRESSURES UNCHANGED). SEE
TABLE 1A.
3) 4', 3.1/4° AND 2-W SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE i-12° SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION,
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
6) DOOR SIZE TO COMPLY WITH CURRENT FED EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE T07AL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
TABLE IA
SIII Height to Max. (+) DP
(Water (nitration Rating)
Sifi Rlser Height
(+)Design
(Fiat or Box, nee
pressure, ps7
Sheet 17)
Flush -142'
sea note
lmv-2-1/2'
+4&B7
Metllum•b1/4"
+60.0
HI9h-4'
+E0.0
SEE NOTES 1-3
DLO WIDTH=
NOM. PANEL WIDTH -7'
DLO HEIGHT=
DOOR UNIT HEIGHT -10.12V
PANEL HEIGHT -
DOOR UNIT HEIGHT -1.866"
OH LENGTH
OH RATIO 21
OH RATIO = OH LENGTH
OH HEIGHT
So-alBhtkUlgal
Locksgi-Ol
90'As gal
moons,®
13S'Astragal
LocksWe®
Irderlock
P-hook
lnckstile@Jamb
Assembly
Stralght Astragal
Assembly
90'Astragal
Assembly
IIVAstr gsl
StandardS111es
Standard Stile
Standard Stile
StandardStile
Standard Stile
Heavyduty S111e
Heavy-duty Sale
Heavq-duty Stile
Heavy-duty Stile
Standard AurgalOutside
Claude Comer
Comer
Imdr
inse
Corner r
ql�a�
Inside Comer
Corner
Outside
Corner
Part 060 (x2)
Part 060
Part tl60
Part#60(Stile)
Partp67(Asaagal)
Part 460
PaRq 1e((Corner
Part tl129(OuL)
Part tl320 (In4
paltstl3l(& 2
Pa1961
gereNer)
(Carry&Pxd Mount)
CERi, aFA�fIILlA3ea
TABLE I.
5B0,770 I NTS I B = 22
PRODUCT REVISED
ea complying IN the Fierlda
Building 0
NBA -No. 17-0420.12
BxPimtlon gate 02A1712020
aH ! No. 98]pS
INSTALLATION DETAILS
EDGE DISTANCE:
SEE TABLE A, SHEET 7
EME0.roR 21116"•
114'
r MAX.
TABLE A,
SHEET 1
TYP., SEE
NOTE 3,
SHEET 1
WOOD ANCHOR TYP., 2X WOOD
SEE ANCHOR NOTES TYP., SEEANCHOR
& TABLE A. SHEET I NOTE 3, SHEET 1
SEEANCHOR
NOTES, SHEET
1 (1/4• MAX.)
E% ERIOR T
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A SHEET I
%2-TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT: SEE
~
TABLE A SHEET
EDGE DISTANCE:
2XWOOD
SEETABLEA,
TYP., SEE ANCHOR
SHEET
NOTE 3, SHEET
2-1/16' •
WOODANCHORTYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET I
1 % F7140 I
V 1/4-MAX. SHIM—�I,-•-
2-TRACK FRAME JAMB
Gw WOOD INSTALLATION
EMBEDMENT: SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A, SHEET 1 MIN- OF 3 THREADS BEYOND
EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE
SEETABEA, SHEET I SEETABLEASHEETI
2-iHe'• 2-1/i6"' NOTES:
1/4° 1/4" 1.ALLDIMENSIONS
MAX. MAX. SHOWN ARE BASED
EXTEROR r SHIM EzrEnloR SHIM ONMIN.ALLOWED.
r T a 2.METALCRWOOD
1 I SUBSTRATES MAYBE
USED FOR ALL FRAME
2XWOOD WOODANCHORTYP„ METAL TYP.. SMS ANCHOR TYP., TYPES PER TABLE A,
TYR, SEE ANCHOR SEEANCHORNOTES SEEANCHOR SEEANCHORNOTES SHEET 1.
NOTE 3, SHEET &TABLE A, SHEET NOTE 4, SHEET 8TA13LE A, SHEET
3-TRACK FRAME HEAD 4-TRACK FRAME HEAD MIN • DIAGONAL O.C. WOOD INSTALLATION METAL INSTALLATION OR 0- (JAMB) SEE
O(AMB) SEE
WOODANCHORTYP., � 2XWOOD EMS ANCHOR TYP., METAL TYP., DETAILS, SHEETS I0&11.
SEE ANCHOR NOTES TYP., SEEANCHOR SEEANCHORNOTES SEEANCHOR
SEE & TABLE A, SHEET 1 NOTE 3, SHEET I SEE & TABLE A. SHEET 1 NOTE 4, SHEET 1
ANCHOR ANCHOR MIN. OF3 THREADS BEYOND
NOTE 6, NOTE 5, - THE METAL SUBSTRATE
SHEETI ` SHEET1
(1/4-MAX.) :.- .. .,r. 1 (1/4-MAX) _„_.,... .... .... ._... .. -...
E RIO �
2.1116'• �2-1l18°•
EDGE DISTANCE:
SEE TABLE A SHEET 1
EMBEDMENT: SEE TABLE A. SHEET
®3-TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT:SEE
TABLE A, SHEET, A
2.1/16°
2X WOOD
TYP., SEE ANCHOR
NOTE 3, SHEETI
WOODANCHORTYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET i
4/4' MAX. SH
Hw W
EDCE DISTANCE:
SEETABEA,
SHE
CERT.OFAUM1IDZb
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A SHEET 1
4-TRACK FRAME SILL rw METAL INSTALLATION
EMBEDMENT: SEE PRODUCT REVISED
TABLE A SHEET 1 a comp11y1,g wIm the Flttlda
Building Cado
NOA-Na. 17-0420.12
EDGE SEE TABLENA,E lwpl,atlan Bute 02/1712020
METAL TYP., SHEET By
SEE ANCHOR Wild ro ae
NOTE 4, SHEET 1 j
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABE A, SHEET 1
MIN. OF3 IIII
THREADS
EXreRuut BEYOND THE ��`� N1'L1'N
qt�?....... 4
METAL ,g� UOENyE
SUBSTRATE
1/4• MAX SHIM Ir— _= 1t! No. S3I06
4-TRACK FRAME JAMB
METAL INSTALLATION
sco-m I NTS 1 12 122
INSTALLATION DETAILS EMBEDMENT: SEE TABLEA, SHEET I EMBEDMENT: SEETABLE A, SHEET I
NOTES:
EDGE DISTANCE: EDGE DISTANCE:
ALL DIMENSIONS
EDGE DISTANCE: SEE
CONCRETE EDGE DISTANCE:
CONCRETE SEETABLE A. SHEET I CONCRETE SEE TABLE A, SHEET I
CONCRETE
SHOWN ARE BASED
SHEET
PERTABLE q- PERTABLE 2-1116'•
1ne"
ON MIN. ALLOWED.
A, SHEETI 2- A,SHEBLE
A, SHEET7 1/4°
• DIAGONAL O.C. IS
E aio MIN 4' (HEAD & SILL)
SM�'
71 1 1 r
OR6°(JAMB)SEE
ODET&'I1. 6HEET6
EMBEDMENT: J i1M4'x 1IX Efaon 1/4' FxlEaola
MAX
SEETABLEA.
SHIM
SHEETI SHIM
PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IXTcaNCE ANCHORTYP.,
WOOD BUCK TYR. SEE SEEANCHORNOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES'& WOOD BUCK TYP., SEE HOR
NOTES&
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET I
FRAME
COME HEAD NCRETEIINSTACK FRAME LLATION
®
CONCRETE INSTACK
LLATION ec CONCRETTEEIINSTALLATION
CONCRETE ANCHOR TYP.. PROPERLY SECURED/X CONCRETE ANCHOR TYP, PROPERLY SECURED IX CONCRETE ANCHOR TYP.. PROPERLY SECURED IX
SEE ANCHOR NOTES& WOODBUCKTYP., SEE SEEANCHORNOTES& WOODBUCKTYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE
TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET I TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET / TABLE A. SHEET 1 ANCHOR NOTE 3, SHEET I
SEEANCHOR SEEANCHOR SEE ANCHOR
NOTE 6, SHEET NOTE 6, NOTE 6,
1(1/4'MAX.) -- - SHEETI SHEETI
I (1/4'MAX) - .. I (1/4-MAX)
-
�j
CONCRETE
2-W6' 2-1/16°• - 2-1/16"
PERTABLE
E 3. - EDGE DISTANCE: CONCRETE EDGE DISTANCE:
A, SHEET I
pCONCRETE
SEE TABLE A,S EE PERTABLE SEE TABLE A, SHEET I PERTABLE SEE TABLE A SHEETI
EMBEDME AtiLE.A, H A, SHEETI EMBEDMENT: SEE TABLE A SHEET A,SHEETI EMBEDMENT: SEE TABLE A, SHEETI
RRCK•FRA E-6IL ® 3-TRACK FRAME SILL ®4-TRACK FRAME SILL
a CONCRETE INSTALLATION Ea CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT: SEE _y
PRODUCT REVISED
TABLE A. SHEET 1
omppen WlM tha Fiona.
6uildlne t Ee
EMBEDMENT: SEE
No".. 17-0420.12
TABLE A SHEET 1 �i EDGE DISTANCE:
E. I.tlon 0.m02117/2020
TABLE ' EDGE DISTANCE PROPERLYSECURED SEHEET1A S
SHEETI
EMBEDMENT: SEE CONCJCMUANCHOR _ SEE TABLE A. IX WOOD BUCK 7YP.,
^~
mlam uc canes
TABLE A, SHEETI TYP., SEE ANCHOR - SHEETI SEE ANCHOR NOTE 3,
:; EDGE DISTANCE: NOTES&TABLEA. SHEET7
PROPERLY SECURED ,: 2-7lI6°•
5' SEE TABLE A, SHEETI
1X WOOD BUCKTYP.,
SEEANCHORNOTE3, SHEETI CONCJCMU ANCHOR '�j 2-1lifi°'
SHEETIFil TYP., SEE ANCHOR
i 2-1/16•' PROPERLY SECURED 'P- NOTES&TABLEA,
CONCJCMU ANCHOR 1X WOOD BUCK TYP.. SHEETI CONCRETE
TYP., SEE ANCHOR SEEANCHOft NOTE 3; CONCRETE ORCMU
1L71LDnip/
NOTES &TABLE A; ri SHEET7 OR CMU r:. PERTABLE
SHEETI
7TnE1aoR
�` I,
.:_ OR CMU�"'fE :" PERTABLE ;. A.SHEETI
E aoa EXTERIOR '+' V`•
SHEET 1
.` '�a�'�lcENy'�/
F '.�!
17 1
V 1/4' MAX. SHIM F•— PERTABLE
--°-I F-«-
: * ; N.. 56705
U4• MAXSHIM
A, SHEET 1 1/4• MAX SHIM F__
_
MS
CO OftETE/CK �CMU INSME TALLATION He CON CRETE/ROMU INSTALLATION Ic CONCRETE/CMU INSTALLATION
C A •';a
- .. TE
lD *6 fm
f ..WAMAN
aeonp I MTS 1 13 u 22
ALYNNN63EIL PE
P.E16a1.5