HomeMy WebLinkAboutNOASCANNED
BY
• St. Lucie County
k. 1AM I•DADE
' o
- DEPARTMENT OF REGULATORTAND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
wwnv.miamidade.sov/econom V
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable Hiles and regulationsagoverning the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be !ised in Miami Dade County and other areas where allowed by the Authority
Ha,og Jurisdiction (AIM.
�'M NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
SGcti6ri (In Miami -Dade County) and/or the A(in areas other than Nflami-Dade County) reser
ve rve the right
{o�haye this product or materaa<ljtested for quality assurance purposes. If this, product or material fails to
-pckform in the accepted manne!�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
receives the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or mat 1#ails to_meet the requirements of the applicable building code.
Thus"product is approv scrt ed e ' and has been designed to comply with the Florida Building
Gode including the igf+ Velouty Hurricane ne:
DESCRIPTION Series °iSGL `-'r70" Alw um Slidi;,g Glass Door tv / 90° & 135° corners — L.M.I.
1PPItOirAL DO ' ENT g No. PGT0130, titled "Series 7 /0 Alum. SGD - LM Impact", sheets
I,athrough 22 of 22, dated i0/1(l/l4, with revision C dated 04/OSl17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller armg t e ramr- a duct Control Revision stamp with
tleNotice of Acceptance n(hrz and expiration date by the Miami -Dade Co ty uct Control Section.
1VIIS$ILE IMPACT TIPtt'r.. Large and Small Missile Impact Resistant ,
LABELING: Each unit a ' rmanent label with the manu name or logo, city, state,
ma6l/series, and following sta.enient: "Miami -Dade County Product'Control Approved", unless otherwise
iioted`herein. s
RE?�X_WAL of this NOA s'naL'.�ic considered after a renewal application has been filed and there has been
no,change in the applicable buil(lig code negatively affecting the pedgrniance of this product.
TERMINATION of this NOA will occur after the expiration date cr V here has been a revision or change
irr & materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
dfany°product; for saps, calve?tiling or any other purposes shall autorriaYically terminate this NOA. Failure
tokonply with any section ofUs NOA shall be cause for termination aril removal of NOA.
.TISEMENT: The N�
by the expiration date
I, then it shall be done i
TION: A copy of th
irs and shall be availabi
4 revises NOAH 16-06.
document mentioned; a!
rifted documentation w
e)
F'
number preceded by the words Miami -Dade County, Florida, and
p be displayed in advertising literature. If any portion of the NOA, is
entirety.
dire 'NOA shall be provided to the user by the manufacturer or, its
inspection at the job site at the request of the Building Official.
i and consists of this page I and evidence pages E-1 and E-2, as well ;is
by Jorge M. Plasencia, P E3
p° N(IA No. i7-642 .12
' ?1'xpiration Date: February 17 2'020
Approva m er 17
Page„I
,�,,
YGMIndustries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE
Ai• .' ; DRAWINGS
• 1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0123. 10)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets 1
through 22 of •22, dated 10/10/14, with revisirn,C dated 04/05/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
,Ba
;.::-; 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 ( , .,17iiper, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
Laboratory, Inc.; Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/1186 and 06/20/16, all signed & sealed by Idalrnis Ortega, P.E.
(Submitted under NOA No.16-0629.06) r '
2. Test reports on:,1') Air Infiltration Test, per FBC, I'kS 202-94
Y) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, 'SAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
'6) Forced Fntry Test, per FBC 24113.2.1, and TAS 202-94
along with marl k'ed-up drawings and installation diagram of an aluminum sliding glass
door, prepared'iiy Fenestration Testing Laboratory, Jnc., Test Report No. FTL-7554,
dated 11/01/13, gSigned and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 14-0123. 10)
y3. 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,2(9-94.
45 Forced Entry Test per FBC 2411 2.1 and TAS202-94.
5) Large Missile Impact Test, per TAS 201-94
's 6) Cyclic Wind Pressure Loading, per TAS 203-94
along with marked -up drawings and installation diagram of aluminum SlidL-g Glass
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980,
FTL-5993, FTLc6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, ,
FTL-6024, FTL=;6025, k-TL-6028, FT IL-6031, FTL-6033 and FTL-6036 dated
08/10/09, all signed and sealed by Julio Gonzales, P:E.
Note: The test r4orts No. FTL 5980, FTL 6001 and FTL 6015 have been revised
and reissued on 12/29/09, signed and sealed by Julio Gonzales
(Submitted under 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
• :� `Y E -1 1
„
C
n
PGT Industries, Inc.
NOTICE Or 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. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5t'
-Edition (2014) and FBC-6" Edition (2017), dated 04/18/17 and revised on 08/10/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATE, RIAL CER.TIACATIONS
iance No.'16-1117.01 issued to Ktiraray America, Inc. for their 1. Notice of Accep
"Trosifolg Ultra.clear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/OF/19.
.2. Notice of Acceptance No. 14-0916.11 issued to Kur•atay America, Inc. for their .
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25115, expiring on
07/04/18.
F, STATEMENTS
1. Statement`iette:"of conformance with FBC-5's Edition (2014) and FBC-61h Edition
(2017), dated 03'l10/17,issued by manufacturer, signed and sealed by Anthony L;nn
Miller, P.E.
2. Statement lctra- of no financial interest, dated 04118/17, issued by manufacturer,
signed and sealeld!'by Anthony Lynn Miller, P.E.
1 :,
3. Test proposal 148'P 16-0152 dated 03/09/16 approved by RER
4. Lab compliance Lis part of the above referenced Test. Report No(s) FT1-8717, FTL-
8970 and FTL-S968. '
r<
G. OTHERS
1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc, for their Series
- "SOD-770" Aluminum Sliding Glass Doors w/90° &135°corners - L.M.I. approved
on 08/04/16 and expiring on 02/17/20.
L
Jorge M. Plasencia, P.G.
P duct Control Unit Supervisor
NOA No.17-0420.12
',l;xpiratioo Date: February 17, 2020
d ;
Approval Date: September 28, 2017
E-2
Cll
F,
INCEUDING'P..00KETS:& 90°/935° CORNERS';
—' GENERAL NOTES " - • -
1) GLAZING TYPE OPTIONS'; SEE TABLE B. THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5.
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 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 DESICN 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 FED REQUIREMENTS, AS APPLICABLE.
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6)REFERENCES: ELCO ULTRACON CRETEFLEX AND AGGREGATOR NOBS ANSVAF&PA NOS FOR
�.. WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. r
-.�TyT.HIB PRO CT IIIB B SG,.r_O,B'I'E•-�;P TOCOMPLY'vl lii?H,E fe.,..U+GG�',FySF'tFZ-
1'`,-+1'-'F+-,� A CUPRE('T-FLORip`I}SWIGOiSIG CCJUEiINCLUDING'IHE HiGNv?LOW.Y. HURRICANE ZQNE'()flHZ). C
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9) TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL6015, FTL6017. FTL-5022, FTL-6023,
FTL.6024, FR.4025, FTL6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554
cY
G's,
Type
-_ _ Deselpdan 6-eka loom Eal rlor to lnGd*O
_g!!
G3
TfIW Lamialed efYlEF HS Glass 10.00V FVB heads"
18'6ml
of1N'HBOkaeµffi.OBo PVBicaBeetetlGIW16'HS
cl
C'da-e wiIM1.090. 30 Nkdaer
P. 0I Mc- HS Glaee soh.09tl' GO Nlad-yer
GSA
1'LeMVIN I.Q: terra Cop+3/0'AIf.mee+]/i6'IamMaWtl; hies ofYIG HS Glass wIN.[60'PVB keeneyer
1'IamNakd L0.:xtedLr Cap+di6'Nr Spuea T/i6'Lamine@tl;(2)LXao ofYf6"H9 Gleaa w:N.WO'PVB Hetayer
1'IamFakdEaledar Ca +YB'Alr Spaze s711W I-Anda ae; R)LX aIn HBGlacs wlN.f .GWaEaym
Gkledpr Cep+d16'Alr8pm0 a
1a13It40.NN Ohsc Wlll,.OB]'SG 4tleaaYer
07A
y161aiNiu[BJ: RILBea oft/d'ANN GIase wllM1.�.f SG Nle,laYer
Ca
I'laWekeMLg,W16'TExkdaTapIXWAlr5Pom+7116'LominaNd;(2)Uleeel NIVANNGMtoWth $GInIftyer
GSA
t', emNMe4 1/4"TEYkdm Cap+WlVAI,Space♦TI1VUminaka;(1)LXaeol VIr ANNGlaae vith.090' SG kderwar
'PNN'. ANNEALS.
'HS"=HEAL5IRENGTHENFD
T"^TEMPERED
•PVB'•ASO•TftO51FOL®PVBBYKURAMV ERlCA.INC.
'SG'=.o9G" SfMRVGLASDBV KUMMYAMERICA, INC.
C.
DESIGN PRESSURE RATING I IMPACTMTING
SEETABLESI,2&30N I MTEDFORLARGE&SMALL
SHEETS6.786 MISSILEIMPACTRESISTANCE
CODES/ STANDARDS USED:
-2p1> FLORIDA BUILDING CODE (FBC), 6TH FnRION
-201d FLGRIDA BUILDING CODE (FBC), 6TH F,DITION
-ASTM E130B08
*ANSI/AFSPA NOS-2015 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM4KI5
-AGI S10042
.AISC360.10
GENERAL NOTES.............1
EXAMPLE CONFIGS .......... 2-3
GLAZING DETAILS............ 4,5
ANCHORAGE..................... 6A 4
DESIGN PRESSURES....... 6-8
INSTALL DETAILS..............12-14
ELEVATIONS ..................... 15.16
PANEL 7 SILL TYPES......... 17
CROSS SECTIONS ............ 18.19
PARTS LIST... .................... 20
TABLE A'
'Group'
A ehLF,67
-
ee T`/e
.., Fm
�,M mb
�suhglare
Min. Edgo,
Dlbience
We O.C.
DI4Mnce
Min
Racal amantof.
MealThicpnem641
SMS
i)
0 SS SMS,
F'= 110 kd)
NiA385lost
owns.- PinaiSC=0.55)
Mir
71W
1-Ye'1-F
- 6o6SiBAluentsm
WW
WIF
0.0w
WS'
MIT
GASPAi,
Gn 33 £foal Sled
31W
Mir
0.615• (10 Ca)
Ag9fe.Gatc*
Fa=96 kai.
'All
All
Cancels min. 2.22In
1-IM
3'I-YB'
Jemb!P41ook
Filled Block(ASTM C90
2
3"
2"ai,
Jemb/P-hook
HMee Block 97M C0
2"
T
MW
SGumem PNa SG=0.55
1"
1'1-L0"
B
l SAS Rit 6)
(min.013tionadabsyond
metal atheists)
Al.
SoWhte Fla. (So - 0.55)
GI
7/8'
Mer
606Y19 Aluminum
A,
Mir
Soo.
Steal
W.
MIT
0.050"
GE. 33 Been Stud
GE.
M.
&10'
0.046.10Ga
' C
I
1/: Elo. UIbsCcA0
ye155 ke F=4]kel
Al
CarcmM(min: 2.85 kcl)
1'
9'
1-Y8'
Jent, I P hook
HOIIGw Block (ASTM C80)
1'
11
1AM'
tl4•EkO UIlmColrID
F -155 kel. Fa' 177 Ul
AI
Cona.l mn2.5 11)
24?
I-wr
Jmpb/ Poo k
Filled Block TO Call2-12'
4"
1-Y4'
Ja bIP"book
HMIGw Block ASTMC
24rz
B°
i.114.
n
1
410 MO.. cNieBW'e
Fs=1d1.4 k81, Fa=1B9Jktl
N dI SO
cmlC min .l36 kc
5
4•
1 -W<"
J PMb k
b/PLoOk
O nc la min B.15 ks
1.
IF •
13'4'
Hollow Black ASTM C90
2912'
6'�-41Id'
All
S.".. Piro BE.=0.44
T
P
1-VB'
1)WH UBSTRATE CONDITIO EOUIREANCHORAGE FROM MORE TLVNUNE Ve IHd KNenon U.NVV—U-,
CHOOSETH- F THE LOWESTUBTER FOR ALL TABLES IN THIS APPROVAL.
2)AL1- ANCHOR HEAD TTPES ARE APPLICABLE.
3) FOR STEEL STUDS, MIN. FU- 45 KSI, MIN FY=33 Mi.
4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
6) ANCHORS MUST BE OF SUFFICIENT LENGTH 60 THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE.
ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY
MIAMI4DADE 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.
3) WOOD BUCKS DEPICTED 1-1/2-THICK.with
THANAC
PRODUCT REVISED
the Florida
9maing
BUCKS ARE IS
PROPERLY SECURED; iX WOOD BUCKS ARE OPTIONALIF
coos
NOA-No. 17-0420.12
KUNIT
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
DEPICTED AS 2XARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS
Beplm6on Date 02117/2020
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER
B
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION—
rn,amr--e roBpB (conwl
THERES.C.. D'LITY OF THE ENGINEER OR ARCHITECT OF ...
HBCORO &,TO BE�REVIEWED BY THE BUILDING OF, ICIAL
F4
_
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
` II II111I
NOT REQUIRED. IF USED. NON -SHRINK, NON-METALLIC GROUT,
FULLY
NY LY(y!y
MAX. 1/4" THICK &3400 PSI MIN.. (DONE BY OTHERS) MUST
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIG HT TO
�� 1JCENyE
THE SUBSTRATE, AN D TRANSFER SHEAR LOAD TO SUBSTRATE. IF
SUBSTRATE IS WOOD, 30g FELT PAPER OR MASTIC IS REQUIRED
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
BY THE AUTHORITY HAVING JURISDICTION.
cERr. GFAum. rsP2ce II I r-Hi 1
JCRIG,7//V/1LVfYLJ V-
r L-I a".e
�ammMsaa•F sso-T7D NTS 1 e 12 PGT0130
CONFIGURATIONS NOTES:
liALLCpN�l'GUP.ATION�SHOWN'ARE:'ALSO'AVAILABLEAS',
T, EITHER OR BOTH JAMB EXAMPLE CONFIGURATION 14�':POCKEf CONFIGURATIO
NS A: NSTALATIQN'.
'MAX. UNIT WIDTHUSING DETAIL Vw","Jc% -Kw- OR"K.- I
'-' ' !
MAX.UNITWiDTH XXXX IN POCKET (p) CONFIGURATION -CAN BE
. 1 11 T)—,X7p>3,—pXXXX OR XXkXp, p)!XX!M POCKS TCONFIGURATION
NOM. PANEL WIDTH' w OM. PANEL WIDTH CAN BE OXXXP.
PER TABLES 1-3 a PER TABLES 1-3
2) 90- & 135- CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIG HT CONFIGURATIONS.
UNIT MAX.3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
MAX
HEIGHT HEIGHT
MAX. I
irfl ER TABLES 1-3 -V = OPERABLE PANEL,
PER TABLES 1-3 -0- = INOPERABLE PANEL,
'r = POCKET f—DETAIL LETTER
FGcrE WOOD OR METAL INSTALLATION
XIT --- 1. PA
1-p EL EL W V=CONCRETE INSTALLATION
TIONS L—SHEET NUMBER
CON GO
CONFIGURA710NS"�"
�-•� --
MAX UNITWIDT ,Na
ITWIM DLO WIDTH NOMPANEL W(DT H
DLO HEIGHT= DOOR UNIT HEIGHT - 10.125-
NOM. PANEL WIDTH PANEL HEIGHT =DOOR UNIT HEIGHT - 1,866-
NOM. PANEL WIDTH PER TABLES 1.7
PER TABLES 1m3
q zg
9
R MAX, UNIT 10
MAX. UNIT c killb HEIGHT
HEIGHT 9 PER
PER TABLES 1-3 TABLES 1-3
ncmT
PRODUCT REVISED
C R
- Mild.
. F:ICY'Idg 042 2
lkjj.�p It"
3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS 2 13 1 1 dlklg
0
3 13 No No.
�kkk.. o.t. 02117/2020
MAX. UNIT WIDTH MAX. UNIT WIDTH E.pI
By
Mi.. . a.t . Nk
-F.I., KIPTH gA PERT,-9LE -3
NO M. PAN NOM. PANEL WIDTH d
81
PETI)ASLE61-3
3
19
121
sf� I
1 i I o I NOTE iS U
MAX HT /Y
2. Mg
HEIGHT SHEET,
MAX. �NITR PER
3
HEIGHT 1 3 TABLES I
PERTABLES 1-3 h lt
f PGcxEr i E)(MZIOR
5-PANEL CONFIGURATIONS CORNER TYP. z
"I'll (Ou-�SIDC�;RNERSFIOWN
INSIDE CORNER SIMILAR) •3
EXAMPLE CONFIGU
RATIONS
0194MM afiT. CrALIFX 0 SERIES 770 ALUM. SGD - LM IMPACT t11%
— AAWMILURPE.
P El 58706
JR C
2 1 22 PGTO130 C
—W MaNW4
EXAMPLE CONFIGURATIONS.
,•' ^ >" ' - ' .CONFIGURATIONS NOTES.
'.MAX. TESTED UNIT WIDTH Ti' ^'! .-` 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS-
'_" 355.7116"@96'HEIGHT _ _ " '.POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
e 3001/4'@'120'HEIGHT [' ,;.'COCAYIONSUSINGDETAIL^Jvf;'Jc',"KV OR "Ka' INSTALLATION.
NOM. PANEL WIDTH 1a 1 _ EXAMPLE: 4-PANEL XXXX IN POCKET(p) CONFIGURATION. CAN BE
PER TABLES i1-3 a _l r.. OAxNBE OXXXXX XXp.OR XXXXp. OXXX IN POCKET CONFIGURATION
1 18 18 t j $ & 2 STRAIGHT CONFIGURATIONS,
CAN BE A COMBINATION
O ANY
t I I
OF NY2STFAIGHT CONFIGURATIONS.
MAX. UNIT 7.. e
HEIGHT. I 3) FOR NOM. PANEL WIDTH, SEE TABLES 1B.
96"OR120° r / I g
NOM. PANEL WIDTH
PER TABLES 1-3
1 '
MAX. UNIT
HEIGHT 1z
PER TABLES 1-3
MAX. UNIT
HEIGHT
PER TABLES'
1-2
"X"= OPERABLE PANEL,
acccEr ® '0"= INOPERABLE PANEL.
���� `p-=POCKET
FI 6-PANEL CONGURATIONS�tA
y —DE"Al LETTER -
�yrV—WOOD Of! METAL -INSTALLATION
0 -
UNIT WIDTH r."—"—yl.. ri:,)m =CONCRETE INSTALLATION
L—SHEET NUMBER
1 19 i
\ ^-IIJe- a�DLO WIDTH= DOOR NIT NEIGH -17 19 ®2> 16 J j DLO HEIGHT=DOOR UNIT WIDHT-10.125"
.5'Pm PANEL HEIGHT =DOORUNIT HEIGHT .1.866-
+ 1 '3
/ /711 P=67
7-PANEL CONFIGURATIONS t +a
— MAX. UNIT WIDTH
zt
IrA"UMIEN
II I ,� Iwo m all HIS
m
1e�Oteafeoo
L69T.OFAUPI.X18YYtl
sawro
3 e 22 PGT0130
PRODUCT REVISED
as acing Oo0eWith the Flodd.
BelieNOA-No. 17-0420.12
* : No. 58705
L
A. LYNN MLLER RE.
P.51M705
GLAZING -DETAILS, G3, G3A„G4 G4A, G5 & A . .
7/16' NOM..
3/16' HS GLASS 3M 6" HS GLASS 3/16" HS GLASS
— .090" PVB
.090"PVB .090•SG- 3/16°HSGLASS-
3/16' HS GLASS 74 3/16" HS GLASS 14 318' AIR SPACE ]4
3116.1 SS
82
03
_
EXPERIOR �- 3/4'NOM EXTERIOR 3/4"NOW. - 3/4•NOM.
GLASS
a GLASS /., 124427 GLARE
BRE \ �I BITF. BITE
00
;P
7/16" LAMINATED GLASS TYPE G3 7/16" LAMINATED GLASS, TYPE G4 1=LAMINATED I.G. GLASS TYPE G5
/
9/16" NOM. 9/16" KOM 1:° NOM.
3(i6" HS GLASS-
114" HS GLASS /4' HS GLASS .090" PVB
PVB 90" SG 3116" HS GLASS
,090"
1/4.1S GLASS 74 114'HS GLA 74 5116"AIRSPACE
TGLASS PRODUCT REVISED
62 02 eacomgCad.With the Florida
r'74--1/4•
03
3/4"NOM. 3/4"NOM. NOA-No. 17-0420.12
T ExrEROR M PI lion Data OZ/17/2020
GLASS GLASS
IT a BITE /
E Ml a noduct Central
Y
�ItO28o-12]
, ,. .
�
I
9116" LAMINATED GLASS TYPE G3A 9116" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A
l
N.. LY. At*, ,
ICEN F C
GLAZING NOTES: _ * No. 607"
'ANN'=ANNEALED -_
-�' �`
'HS'= HEAT STRENGTHENED BEE SHEET I5 FOR SPACER DETAILS. -
't'=TEMPERED %AOT'..
rmP>Ewwar.ocrDRrvt ST�^�O'lU��
"PVB°=.090'TROSIFOC PVB BY KURARAY AMERICA. INC. Nv>-xke7l.san .F
GLAZING DETAILS '�(PS'.,<aRIOP,:'���•
" SO" =.090'SENTRYGLASm BY KURARAV AMERICA, INC. ryeluo-fmd
�''S/DNAL11ENG"��
cERt. DFnurxrze2se SERIES 770ALUM. SGD-LMIMPACT
I
M� O<ASH7 C NO CHANGES MISSHEET mmolmr www — a+na+ � A. LYWL1ItLER PI.
l[Ru0 "C
n,e."w ✓`n P.F. SWM
wn r.,wen o..� sao-nD NTS 4 122 PGTO130
'
.
JR 1(V1d19 _ �wznm
°GLAZING DETAILS G6, G6A, G7,G7A; GS &• 8A
;
711 "NOM. '
_
..]".NOM.
..
311V ANN GLASS
3/18" HS OLASS
311V ANN. GI.A.
\ .090' SG
.090, SG
3/16' ANN GLASS
-
31W HS GLASS
3/16" ANN GLASS
4 -
3/8" AIR SPACE 74
'
3/8" AIR SPACE 74
GLASS
3/16" T GLASS—
ez b
e3
53
3/4"NOM.
14-127 GLASS
k%iERDR
1�3
3/4 OM.
GLA
BITE
3/4' NOM.
124-12) GLASS
BITE
EXIEMOR
ERIOR BITE
Bo
�.
]n
rY55\•_
r
,
�jf0.,
;. ,.
.:
....J.'__._...
-..-55
1" LAMINATED I.G. GLASS TYPE G6
7/16" L INATED GLASS
TYPE G7
1" LAMINATED I.G. GLASS, TYPE G8
V NOM.
9116" NOM,
I"NOM.
3/16" HS GLASS
1/4" ANN GLASS
3/16" ANN GLASS
.090' SG
.090" SG
3/16" HS GLASS
.090" SG
-74
3/16" ANN GLASS
5/16'AIRSPACE 74
LASS
1/4"ANN GLASS --
6116-AIRSPACE- 74
1/4' T GLASS
114" T GLASS
PRODUCT REVISED
82
an n mptins with the Florian
' 83
83
BUIINng Code
NOA-Nd. 17-0420.12
314. NOM.
F ERICR
3/4' NOM.
GLASS
314•NOM.
12ai27
Exylmsen Data O2/17/2020
124-127 GLASS
a
BITE
GLASS
I
BITE
BITE
MMsi a Frdduct Cdntre
- -
.....
.:.
lIXMRJ0R
tit. .,
gkTEfilOR
.. 7s 479
•
5554
55
\
1" LAMINATED I.G. GLASS TYPE GSA
9/16" LAMINATED GLASS
TYPE G7A
1"LAMINATED I.G. GLASS, TYPE GSA
lunnl 7,7j
Ala
M
NO. 58705
GLAZING NOTES:
yam'
'ANN'=ANNEALED
'HS°=HEAT
FOR SPACER DETAILS.
�p •. I
?0��. OF/r.•'41;�-
STRENGTHENED
SEE SHEET 16
s
T=TEMPERED
°PVB"=.090'TROSIFOC PVB BY KURARAY AMERICA, INC.
1ms7Ecw.Ol.OsrwnlrE -
e-w'
%, FSI'.A40RIOA,..'���`
°SG'=.090"SENTRYGLAS®BV KURARAYAMERICA. INC.
N. VFWLL e.w2>s
(wf)aeo-feoo
GLAZING DETAILS
/1161/ 11111111E
7o DNAL
SERIES 770ALUM. SGD-LM IMPACT
JR 049!✓17 "•L NOC/IANGES Ms SHEET.
cERr.OFAlmr.as2se
es,s.e
mmmin� u' ""„ e�Nw e°"
A. LYNN MILLER, PL
1
..
-
-.7i e.K m=
'JR iNI0H4
.vH
rer..Anc
of reexreNdrmra '.
seo-nd NTS 5 "22 PGT0130 C
P.La 557os
.£t
'Design Pressure(DP) and Anchor Ovanhhes Required' .:i.i i
) Maximum DP:for81161zes:-
`. (for all approved conggumuons':On Sheets'2&3) i
.� r•6q I-80 psf
.. .;.
-_;, "For celaer asUeAal-enchorageen 90'ef 13S<dmq im&d,3eb$Net I
.-
{Mxy be llmJtetl by Table lA)
Table spouse to Glass Types 3,
80"
B4"
8P'
Sa-
3A, 5, 6A, 7, 7A, 8 & BA and
69-718" DLO
73-7/6- DLO
79-718" DLO
85418" DLO
the StlefAsho lTypes shown
Anchor Group
AnchorGroup
Arrhar Gmup
Anchor Group
telow
'
A
B
C
D
A--r
B
C
D
A
B
I C
D
A
B
C
0
HeadSill
4N
ai
C4+1
U•1
Girt
C4+
+
H
CAN
+1
G4+
C4+1
ii
-1
+1
C4+1
24
Jamb
8
8
B
8
8
B
8
0
9
tl
a—T
a
e
6
e
a
OLO
P-hcok
6+7
a+]
6+7
6r7
7+8
7.8
7.8
]+0
7+8
7+8
T+B
]+6
.8
7a9
7+8
7+8
Heedeul
G4+1
C4.1
C4+1
C4+1
04+1
CAN
C4N
CAN
CAN
CAN
04+1
21r1
N1 l
CAN
C4.1
C4+1
'H�
0
6
8
0
8
6
a
B
8
a
a
8
8
6
8
a
5W
0 0
P41ook
6+7
W
a+7
6+7
7+5
7+a
, I..
T.a
]+8
P.a
7+8
7:3
r 7+e
7+0
7+8
].6
5
Hewlett
C4+1
04+1
' G4+1r
C4+1
C4N
C4+1
C4+1
CAN
01.1
I
N+i
C1.11
DA+1
04.1
CAN
C4+1
I
PMak_
dN
8+7
:gti(
aa7
7+B
NB
]a8
7+8
]+8
]+e
]t8:
7+8
7+B
]+8
7+e
7+8
%DLO
rwu. 'I .
Jatr81'
Cr%GN'i.yN
A+
0P
ra
i G'
64t1
I +.I
ru 1
A ^.
C I
G'
P-hook
NT
gr7
a+]
6+1
T+6
7+8
7.5
A8
7+6
7+6
7*8
N5
On
7+8
7+8
/411
Head'5i11
G4.2
tq.2
G4+2
CAi2
fA+2
G4.2
C9+2
04+2
C4+2
C4+2
G*2
C4r2
DAr2
fA.2
U+2
G1+2
48"
41-
Jamb
8
e
B
B
B
0
8
8
0
8
B
8
10
B
e
e
DLO
P-hack
0.]
6+7
6.7
6+]
]+B
T+a
RB
7+8
NB
7+9
7+8
7+B
7*B
l+B
]+e
7+8
TABLEIA:
SIII Height to Max: (*) DP
(Water In ghrldion Rating)
SIII RIser Haight
(.)Design
(Fist or Box, sea
Pressure, psf
Sheet 17)
Flush -141T
see note 3
Low-2-11T
+46.67
Medium
•60.0
High-4"
+60.0
SEE NOTES 1-3
OH LENGTH I—
OH RATIO at
FOR EXAMPLE ON USING TABLE, SEE SHEET B.
OH LENGTH
OH RATIO = OH HEIGHT'
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-if4" SILL.
2) WHEN USING THE 2-1/2-SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER OP IS
PSF MAX. WHEN USING THE 4"SILL, POSITIVE WATER OP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
DLO WIDTH=
60.0
TABLE IA.
NOM. PANEL WIDTH -7"
3)4",3-1/4"AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS ?HE 1-1/2' SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY
DLO HEIGHT=
PRODUCT REVISED
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE
DOOR UNIT HEIGHT-10.125"
Bulid1ne14ytwlm the Florida
ad.
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
NOA-hro, 17-0420.12
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMEM INFORNIATON.
PANEL HEIGHT =
ewprraaa_n ont�o70,-2,/17/2020
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED,
DOOR UNIT HEIGHT-1.866"
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
_.
By
Interlock
P-hook
---^_
Locksble@lamb
Stfa bn 3st agar
I Assemb�`y'n
Locatiie
sValght Astragal
stiaaal
Assembly -
_ LocksUle QA
90'Affrd{al
.35'As[re8a1-
Assembly
1 cM1:`ile
165'Aitragal
Standartl Stiles
standard Stile
StandaN S61e
Standard Stile
Standard onle
Heary-duty Stile
Heald-0uty Stile
Heald -duty Stile
Har Auty 5nle
Standard Astragal
^''i�
...L.�
Outside Comer
iff
Outside
tamer
Inside
Inside
Corner
.
I`
Insidelde Co 'I l
—
Corner r
utside O
Corner
Part P60 (#)
Part 460
Part 86D
Park60(5[Ile)
Part#67(AdraBal)
Pan 860
Panty 1B1(colrner
Receiver)
Part #120(in.)
Part g120I1nJ
parts#31&tp32
(Corn.&Fxd Mount)
Part 161
CERC PFAM.. R2Ea6
sauna I NITS 6 > 22. 1 PGTO130
`t11111111/II/1j
7} No. 5....
;3 * _
D
OT SIlk
OF
',,xQVAL 04
P.Ek
A.IYREA 5511 E3L PE.
9]05
De6lgn Presiura(DP)aritl Anitia}QuaMlhes Required;(fdra8 approved configur30ons on Sheets'2&3) -'--'
-'
Ma%imbRDP i9izes: +6014i0
EY.T
.. ,;.i.-.- --'% (._F?rturner aslagal anhno6Ab Ort B0�pr 1a5•comerumus, eee slwet ll ,`.^s e -..
Ito
red ma 2Ap
161ay'belmlled
CoorD
1Hemso
Table epPOQa tp Gl lTyPeb44A,,
BIT
-..
-•.. ¢4
0
7
G
�•
gB..
IB
-DLO
I
102'
01-Tir
DLO
f08"
9]-]/B
OLO
+-
: +
103i1e-
4•..
OLO
-'I
120'-.
0&]JB
OW
"
6, IA.,,7, A 8 & BA a d the
69818'
OLO
iJd78
AnoherGmup
DLO
-
-
Anchor
Gmup
Ancbm
..up
I
Ar.,
GmuP
Anchor
mull
Anchor
Group
A h
"m-
S111e1Altm9al Typesehoombelow
Anchor
Gaup
G
D
A
B
G
D
A
B
G
D
A
B
C
D
A
e
C
D
311.
A
+
9
+
C
GN
D
Ur1
A
N
a
Gri
C
U+1
D
N
A
U+1
9
Uai
C
UH
D
Url
A
N
B
U+
+1
H
U+
G+1
UN
+1
fAN
U+1
GN
UN
Ua
t
UN
+1
U+
U+
UN
0
8
8
B
8
0
B
e
0
0
8
0
0
0
8
8
10
ID
10
10
10
10
10
10
10
10
10
10
10
10
1O
py- DLO Jamb
6+7
B+]
8•>
]+B
NB
]ae
ChB
]+8
}+0
AB
NB
1a0
NB
7a8
]!B
B+B
"a
Bag
B+B
&9
6+0
ea9
B+p
BND
0
BNO
BatO
BHO
9N0
9r10
P41ook
Head19111NN
BN
C't
8
0
8
B
B
0
0
0
.B
0
0
0
0
0
e
8
10
10
10
10
10
10
10
10
f0
18
f0
10
10
10PMmk
30" OLJamb
8+)
6+7
6+7
7+8
7+B
7+0
T+0
7+8
713
T+B
7+B
7+8
7+8
7+B
1+5
8+9
8+9
8+B
8+B
the
8+9
8+9
B+0
8+10
a10
9+10
0+10
9+10
0+10
9+10
WT
CAN
U+1
U+1
b4,
Gat
U+1
C4+I
U+1
UN
U+1
CC+1
Ual1
UN
UN
Cat
UN
U+1
U+1
UN
U+1
UN
C<+1
U+1
GIN
+1
JID
UN
Ua1
C/N
C4+1
U+1
Head Sill
8
e
0
8
0
B
8
0
B
B.
1V
10
to
10
f0
10
ID
10
10
10
10
10
10
10
86 DLO Jemb
6
B
0
8
8
b
728
7+8
7+8
AO
7+8
7-0
AB
]+B
i+0
T+i
+
a+9
B+8
B+B
0+9
0+0
8+0
e+B
8+0
BNO
NO
8+t0
BNO
9r10
9N0
9N0
9 Rh.ak
HaedlBAl
6+7
UN
W7
UN
6-7
GH
BN
UH
3Tr81
GH
U♦1
G+1
U+1
UN
U+1
01+1
U+1
UN
OHi
U+1•IA+1
C4+1
CA
U+1
U+1
Ua1
GIN
UN
UH
Gat
+1
UN
C.SN
C5+1
UN
GN4V
0
8
9
8
fi
0
6
B
e.
D
B
B
0
e
0 -
8
10
ID
10
10
10
10
10
10
r0
f0
11
12
10
10
OLO - Jamb
> 8
7+B
7 0
AB
7r0
]a0
7+8
}+b
y 0
7+8
7+0
7+6
0+9
B+9
B+9
B e
a+B
6+B
8 B
0 B
8+10
10
8+10e+m
B+tO
+1
BNO
BNO
'6
7
T
-C 1-2
6+}
CA+2
O+.T
U 9
2
U+2
GNS
U+2
CA+3
G+2
012
U+2
U+2
C4+2
Ua2
CI+2
fA+2
U+2
C9a2
C5 2
U 2
G+2
C5+2
C5+24f,"
6
a..
8
B
-106+9
8
d
10
ID
10
f0IO
'a
t0
12
10
f0
W
t0+7
Br}
H]-
b+]+e
P -0eCKK J
] !
" '=
a
> e
15'
' J+9
S L
', v
0�0
.Ba
0+9
2
U+�
w
^J•o
f`e
R+3
U+2
fX•i
U+2
(A+2
6
a
10
a
B
B
10
B
8B
l+8
+B
7 e
/ 8
7+B
7-8
]+8
T+8
Not available in these sizes
+3
CA+2
24Q
C4 2
U+3
U+2
Ua
CLZ
U+20
8
10
8
0
B
10
8
e
]+0
7+0
NOTES: r..n ..,.... e— ..-....--. _. NOM. PANEL WIDTH-7"
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 11/4" SILL.
2) WHEN USING THE 2-11P SILL, POSITIVE WATER OF IS 46.67 PSF MAX: WHEN USING THE 3-1/4" SILL, TABLE 2A: DLO HEIGHT=
POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4- SILL, POSITIVE WATER DP IS 60.0 PSF MAX
(NEGATIVE PRES. UNCHANGED). SEE TABLE 2A.
3) 4', 3-1/4" AND 2-112" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2'
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX,
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (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 FBC EGRESS REQUIREMENTS WHEN REQUIRED.
TOTAL QUANTITY DIVIDE BY 2 FOR PAIRS TO BE
SIII Helghtto Max. (+) DP
(Water Infiltration Rating)
SIIIRIser Haight
I-) Design
(FlatorSheoBoxl see
Pmssure, psi
Sheet l])
Flush -l-ii2"
see mte3
Low -2412"
+4&87_
Medium -3-1/4"
+60.D
High-4"
a60.0
DOOR UNIT HEIGHT -10.125"
OH LENGTH
Z
PANEL HEIGHT=
DOOR UNIT HEIGHT-1,866'
i
al ON RATIO21
PRODUCT REVISED
p
O
ae complying With the Flodda
GaUe
NOA-ng
NGp-No. 17.0420.72
eapk-t1-.Oat 02/77/2020
OH LENGTH
- �!
6) JAMB ANCHORS ARE SPECIFIED AS THE SEE NOTES I-3 Of RATIO=
INSTALLED. - OH HEIGHT
TH^P^ILOWING 5'1'R'E-&ASTRAGAL TYPES SHA'L 9E JSED FORiAcif. 2 SFE GNEET5?+& 22 FOR PPRNT�Mc'NSIONS A+'D SHEETS +.8 319 FOR ASSEh16L1-DCG�LIW
resry. r
- k
'@J mIh
Stralssembll'S^,air
Lockst stye
9As Astragal �
-•+Locks@•
ils•embly l -
r..
Interlock
P-hook
Locks[Ile @Jamb'
Assembly
Straight Astrapl
Assembly
90'Astragal
Assembly
35 Aile@l
135'Astragal
Heavy-tluty Stiles
Heavy-duNStile
Heavy-duty Stile
HeaWduty Stile
Heavy-duty Sole
Heavy-duty!ible
Heavy-dutYSBIe
Heavyduty5tlle
Heavyduty Stile
Standard Astragal
Outside Comer
outside
Inside
Lorne
�J
L,
Carnet
Insi de ��
Comer
Outside
a�
Inside Comer
Corner
Part g61 K)
Part p61
Part 961
Partp61 (stile)
Part867(Astrdgal)
It
PartN61
pan"61(S6Ie)
Partpllg (Corner
partd119 (Ou[J
part Nl2oin.)
Partp61(Stile)
Parts 8313 932
Part H61
Receiver)
(Corn, & Pad Mount)
CERT. KAUtH l2&ae
e6w70 I NTS I 7 u 22
1} i Na. 558705
t el
A, LYMMILLER,
PF R 5W05
h t..
itir Dealgn PrGSsura�DP)and
sY .. ";
.•.
Anchor GUan80e6 Reijulretl for elpapprdveiio6Qur=6ori 5heets283) "
Facorpereslragel enchaa9a 9n 90° 136' damerunita, eea ahpbl'S1 ,.'�'-'
Mazimuin'DR 6haWti tielow
.� (May tie'ilmeed bti Table 3A)
-. .,
-.. -. Mau Hal •.
1 ^- .-.-.
Table applick to Glass Tylem 4„4A
60'
- 84'
1 90"'- Y-
6, 6A, 7, 7A, e & BA and the
69- /e" D 0
>N/B" OLO
9.7/8' DLD B
91.718 0 0
57-7/80 0
Shle/Astmgal types shown below,
Anchor OmoP
Anchor Grove
Alwh.IG Amcor Grou
Anchor Group
Anchor Group'
A B C 0
A B rC p
A B C
A_1 B C D
A B C D
0wgn PR9W9
i/-E].0 (
04+1 C4+1 C4+i 04+1 +1 C4+1 C4a1 C1+1 G+1 C4a1 Gt+1 CO+i C4+1 04+1 C4a1 GI+1
C4+1 C4+1 G I C4+11
N-02.6 9K7�0
.0 N24-
C4+1 CoatpIAem6
BBBBB
68B
9B
810
10
10
to
10
10P-hookW7
T+8
TaB
7tB
Tie 7+0
7tB
7+B
7+B
7t0
AB
7+B
]+B
0+9
e+9
0+9
Bagg
8+9
0+9LY5
nPresa.Opal-76.0
sf�,m.
Head/Sa1
C4a1
C4+1
C4+7
W+1
Gil
CA+1
C4+1 14+1
C1+1
CA+1
NO
04+1
GH1
CA+1 C4+1
C4a1
C+1
L4+1 Coat
CA+1a1
04+1
C4+1DLO
Jamb
6
B
0
0
0
B
0 8
10
B
8
B
10
8 1 8
0
10
10 f0
10
10
10P-Look
6+7
6+7
6R
6+7
7a6
1a8
]a0 NB
7ae
7te
7ae
]+e
7+6
7+9 7+3
7a6
B+9
ate 0+9
8+9g
a+9
8+9s
nPreasure
+/.gO.O ptf
+/A2.5 paf-7B.0
sf
Naadl6pl
C4+1
C4+tC4+1
04+1 G+1
U+1
C4+1 C1+1 G+i C4+1
CA+1C4+1
C6s1
L6ii
r,+1
01+1
C5+1 C6+1 C4+1
C4+1ti
C4+1
C4+1LO
Jamb
10
B ...a-
8 10
e
0 6 10 B
8
8
12
10
a
8
12 10 10
10
10
107
--
,35
l ealgfPfeair"
caW9ip
5a. ]#B 7+8 7+8 U9
4,1 1 .."' / N_90 uRsr t
CA+2 +2I Cil 1 GI+2 C4+2 rAt] G4+ +<
7+d
7+H
13 9
8+9
8+9
BH.
e+9 6 9 Ba,6e9
:8+9,
8+9 Bi9
C6a2 C6a2
t • �.
L"a2 1.a+2 G3�2 C5+2 C5+2
_ •
C,.i2
+ z L f..
C8+2 L5+3 cE+2 w+2
... a1-]B4O
C1f2 C6a2
W
OLc
Jame
10
8
8
B
10
0 6' 12 10
B B
12
10 B
B
1T 10
10
t0
12
1a
10
t9
Pdook
N8
]+8
7aB
]+B
T+
aB RB B e+9 8+9
0+9 8+9
B+9
8+9 8+9
8+9
... 0+9
Bi9
ea9
a+9
8+9
Bi9
0.5
-
0
Osamn Pressure
Hostri
C5+2
C6+2
G4+2
CA+2 C8a2
+/-0O.OPs/
2
C6+2
r4+2
Cfi+2
C5+2
SmN1.
C6+?.
C6+2
aw
+2
C6+2
C6+2
Hd2.0
C6a2
f
C6+2
rb+2
md
imIt
t0
6
0
-e - 12
f0 8 B
12
10 .
B
9
14
12
B
0
14 _..
12
f0
10
P-Mok
7+8
7+11
7+8
(+8 Mu
8+9 B+9 ea9
...
B+9
Bt9
Bag
9+10
—o
+1
9+t0
9+10
9+10
9+10
9N0
rvV In N: y-tlu.0 1Jr cart VLPJa,IrCo-,. ,an, 1-1 Doan, "v,. ,v.. ............. ...
EXAMPLE ON SHEET 9
NOTES:
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL.
DLO WIDTH =
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER OF IS 46.67 PSF MAX WHEN USING THE 3.1l4' SILL, POSITIVE WATER
NOM. PANEL WIDTH -7"
DP IS 60.0 PER MAX WHEN USING THE 4" SILL, POSITIVE WATER OR IS 90.0 PEP MAX (NEGATIVE PRESSURES
UNCHANGED). SEE TABLE 3A.
3)4',3-1W AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' SILL IS NOT AND
DLO HEIGHT=
DOOR UNIT HEIGHT -10.125°
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED, MAX. POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
PANEL HEIGHT=
BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DOOR UNIT HEIGHT-1.668'
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FB0 EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
ABLE 3A:
Box
SIII Height to Maz:i(+) DP'
(Water m ammo. Rating)_,,.,
Bill Riser Haight
(+)i 6.1il
(Plat 0r
.
SEE NOTE$ 13
I
i
of Ol-PAT1021
- I
ON LENGTH
OH RATIO = 0H HEIGHT
PRODUCT REVISED
no complying
wish the Florida
No,".. 17-0420.12
Expiration onto 02/17/2020
THC IFOLLO"4VING "TILE & ASTRAGAL TYPES SHALL RE USED FD lA J'P+i SEE SHEETS 21 & 22 FORPARTDIMENSIONS'AND SHEET518 & 19 FOR ASSEMBLY DETAILS. �-
-..
-�ay..a+�.
Stralghtws[raga!-
"Locuaie
90'0.slr3gal
tioces[ile�
�Askagal'
--Lo vstlle@
lnterlbck `-
P-hook
Lock501e®Jamb+'
Assertiuly
Stralghl Astragal
Assembly
9o"Astragal
Assembly
13S'Asttagal -
Heavy-duty Stiles
Heavy-duty Stile
Heav,cl.ty3tlle
Heavy-duty5die
Heavy-cipty Stile
Heavy-duty Stile
I Heavy-duty Stile
I Heavy-duty Stile
I Heavy-duty SLlle
Heavy-duty Astragal
Outside Corner
Outside
Corner
Corne
,
Corner
Inside
Corner
Inside Wrner
Correrner
Part 961 (#)
Part 461
Part#61
Part 961 (Stile)
part #69(Astragall
°
Part#61
Pan #61[Sold)
Part 4118(Comer
part tl129 (Dui)
Part B120(in.)
Part 951(Stile)
Parts 031&1132
Parta61
ReceNer)
(Corn. & Fxd Mount)
LFAn OFAUIM /[ M
-------
PGTO130
�ti+ d 1G ntrol
I
TV .n
I
III IIIIII
j st - No, 58706 .;9 C
cf
O1VgL EN
A. LYNN MILLER P.E.
RE.A W705
r,
Ij7' NOTE
- I 1 THIS
h x I i•� 1
Lr
7
24" MA)
O.C.
L
48"
NOM.
PANEL
WIDTH
11
3.5
CONSIST S OI -
+10" PHOOK ANCHORAGESEE "CS CLUSTER
--NO FRAME "B _-- ;
JAMB :. (e)P HOOKANCHOR9 16EE7C5 CLUSTER.. MA>r UNIT WIDTH e` DETAILS St ICET IO.
REQUIRED@ (PERPENDICULAR TO GLASS DETAILS SHEET IO FOR - SEECS°CLUSTER DETAILS, FORASTRAGAL
EXTERIOR PANE) SEE 7ABLE2 SHEET 7 'rt - "INTERLOCK I ... REQUIRES "Co"SHEET 10 FOR=N7ERLOCK- 20." MAXI D.C.
'POCKETS ! r ,AND-48 NOM CLUSTER. SEE ,.
SEE POCKET (10)P-HOOK - __ _ x x PANEL WIDTH DETAILS, SHEET II xx -� a- MAX.
JAMB MOUNTING
INSTALLATION, ADAPTER—r�I I'.. x x x xx `xx xx�
THIS SHEET ANCHORS MIDWAY I�I lo' L.3 MAX,4PAIRS OF
&SHEETI4 BETWEENP-HOOK �I6
ANCHORS 3" ,�_J.® O' ANCHORS
� ! —FRAME
1 FROM TOP& L 14^MAX O.0 oI ANCHORS O6" (TOTALS
BOTTOM IB I o UNIT x 21'MAx. ANCHORS)
MAX. TO OPENING 1O"'oI o' 1 HEIGHT - O.C. PER JAMB
L. r" $ �� 0 ®= P-HOOK SEE JAMB
EDGE OF POCKET SEP :.$
INSTALLATION)®I I A ANCHORS x x� DETAIL
—� DETAILS•Jc'&'Y ', iSa ^aI�� mO=P-HOOK I BELOW)
END PANEL T ,SHEET I4& PART101iol MOUNTING
ANCHORAC DETAIL,. J &'K' I'£ + 1 I r- X ADAPTER -
TS2:ANl)HORS)1 - she i iSF:)2 I� 1 ... �.-•^(ai li ' I -.� ANCHORS
.,.; P-HOG rt
" 2" ANCHORS x x x �" I 1 ENDPANEL.
ANCHORAGE END PANEL n x x x x a MAX. ANCHORAGE ISEE
ANCHORAGE xx x x' �y2, �"+2• SKETCH BELOW)
ISEE SKETCH BELOW)ryp. x �•yy �yE^ ANCHORAGE ANCHORAGE
_CENTERLINE S•MAS.. TYP, ANCHORAGE ANCHORAGE ANCHORAGE
OFPANEL 1 - - - - 2.04" —
EXAMPLE'S -PANEL 2TRACK 90°OUTSIDE CORNER -DXX/XXO-EXT MOUNT POCKET ANCHORAGE PLAN:
48"x B6"NOM.PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE. 3, SHEET 8)6• SPLICE NOTE:
NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED
1) APPROVED ANCHORS: SEE TABLEA,SHEETI END PANEL ANCHOR E%CEPTICN,11^ ANCHORAGE ONLY): AS NEEDED TO ALIGN THE
_ 2) ANCHOR LOCATION SPACI N G FOR ANCHOR DISTAN'CETONET EXTERIOR
QUANTITIES SPECIFIED IN TABLES 1-35HEETS fi-B: ausTERTORE HEAD OR SILL IFA SPLICE
OF x•oc ORLEss _[ 21' OCCURS AT THE P-HOOK.
INTERLOCK HEAD & SILL: 8" MAX. FROM FRAME CORNERS. MAX,
SEE USE SPECIFIED CLUSTER FROM APPROPRIATE O,G, PROOUCTRE
InVISEDlor
PmB ,tb the Pida
TABLES, SHEETS 8-B AT EACH INTERLOCK AND flmlmng Code
—DETAILS, SHEET IO 17.0420.12
STRAIGHT ANQUANTITY OF
A ADDITIONAL
LOCATION, ANCHORG IF THE O.C.DISTANCE TO HENG ARECHLY E.,I.H.
FOR INTERLOCK 5.64"
PLUSMEDIASPECIFIEDANCHORS PER ADDITIONAL CUUSIER IF THE ,C. mBTPNCETOTHENRSAREN OR Erpifation Dat 2I17/2D2D
—^+2"ANCHORAGE ADDITIONAL
ECHORS SPERPANEL. XIM CLLGIERG r THE MIDSPAN ASIPE TOM RGUARENOT
ADDITIONAL ANCHORS 24°D.G. MAXIMUM. REGWiEDA'f THE MIDSPANAS PER THEFlGlME080VE: g%
s°MAX. mmmi-ox .oaPpL co�e.er
[CENTERLINE JAMBS &EH_OOK S rrt FROM BOTTOM, 21 MAX ANCHOR PAIR OC IIAMBS) 14"MAX. ANCHOR T
CFPANLL 2' C i } OC a ,, 7-l� . ri`JC`L'T nV7n;TRIE: f! F^ROPRIA"':TABI E5, SHEET, 8 9 S i N,FpgMEACK B'
P-GOK:ANCHOR DETAILS ON SHEET I4. -
42"ANCHORAGE~ - SEE "CANCHOR PAIR
REQUIRES 5" CLUSTER ENDPANEL
CENTERLINE CENTERLINE
'CB'• CLUSTER, SEE OF DETAILS, SHEET 10 OF ANCHORAGE
DETAILS, SHEETII FOR ASTRAGAL (2 NNCHORS) &"
^ INTERLOCK ASTRAGAL
ASTRAGAL I MAX.
I u— i F"
EXTERIOR `�/ CENTERLINE °y2"ANCHORAGE CENTERLNM
�OFPANEL3 �OF PANEl.4
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
CERT. OFAUTH. B29Z9B
^+2° ANCHORAGE CENTERLINE ` * :� No. 58705 0,
_
OF PANEL ) *_
• I&Sl�,
ANCHORAGE SPACING &EXAMPLEPLANS %O......
BG6779 1 NTS 1 9 + 22 1 PGTO130
c ASTRAGAL OR SPUC i - A ON I ASTRAGAL OR •r�(F PUCE ASTRAGAI
t JNTERLOCK IF NE DED I r4NTERLOCK'^I' NO ION, USE �) '
s. "CENTERLINE T " CENTERLINE . 6 CL STERDETAIL) CENTER
1.75'
2
2.04' .04'
3.5' EX1EfUOR 4 DIAG. ]° EXTewofl
EXIEF�flII IOR 7'
V 2-TRACK FRAME HEA IL 2-TRACK FRAME HEAD LL 'fl T-TRAI
6' U AG.
CATION _ .2.04'
204
1 ' EXTERIOR-
21'
MAX.
O.C.
04' 21'
5.64' MAX-
D.C.
f fi' MAX.
—2 TRACK
FRAME JAMB 6' MAX H mll
ACE REQUIRED,'C4) ANCHUKh AHt RCUVIRC .al ^- .6 ANCHOR PAIR
�a 'aTF - AL OR : SPLICF LOr LTIO"
3.5"
"A1y HAUAL OFt:,i'p��E24V�%AIiU7 .ASTRAGAL (F,OR - �IFNEEbF.0 - Arvcnutt rnln
II4YER.00K^i` 9U NEEDED' INIESCGCK;'i'!CONtlITfO! 116E•. •NTLRLQGK� I: '�04, ''SZT,E+nlors r -
CENTERLINE 1 3 S" CENTERLINE `' J56' CLUSTER DETAIL) CENTERLINE3 5' '-✓.
ANCHORS MAY X INSTALLED
21' EITHER IN THE EXT. OR INT.
2.01' RAgA
MAX TRACK(INT.SHOWN)
4.08.O.C.q.08' 204' NOTES:
664' A1. ERASELL ON MI SHOWN
ARE BASED ON MIN.
oGEFLwoR EziTET7R7lw+ 4-DIAG. EXrzTm�ll 3.5' ALLOWED.
v 3•TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEAD/SILL B°MAX. LOCATONSIANCHORAGE2. FOR HEAD OR SILL IAT
A ASTRAGAL OR INTERLOCK Cal AS-fRAGALOR INTERLOCK p ASTRAGAL OR INTERLOCK P-HOOKSEESHEET9.
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3TRACK FRAME JAMB
ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED."�) ANCHOR PAIR PRODUCT REVISED
ANCHORS ARE REOVIRED,'C4') a mppN with the Fb44a
FOR SPLICE FOR SPLICED Delhi]., C..
SPLICE LOCATION ASTRAGAL OR ASTRAGAL Oft ( NOT CONDITIONS ONLY: 140A-No. 47-0420.12
ASTRAGAL OR II (FOR SPLICE CONDITION, DO
INTERLOCK IF NEEDED INTERLOCK ''I INTERLOCK SPLICE LOCH
I CENTERLINE I CONDITION, USE CENTERLINE USE THIS DETAIL) IF NEEDED
CENTERLINE COD CLUSTER DETAIL) 3 V
3.5" _
-'- -_ I -
204' 4'DV G.
2.Oe 4' DIAG. 2.04'
PO4• 5.37'DIAG. 4'DIAG.
4.06°
t 2.04'
4' D AL.
II INTERIORMT' 3.5' 3.5'
EXTERIOR EMIE-LwOR 4-•— ]• TT''I1
4-TRACK FRAME HEAD/SILL �/ 4-TRACK FRAME HEAD/SILL C5 4-TRACK FRAME HEAD/SILL
(d ASTRAGAL OR INTERLOCK CrD ASTRAGALORINTERLOCK Cal ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C6°)
ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED, "CS") WITH& WITHOUT SPLICE CONDITION
10 • 22 1 PGTO130
1y. NO. S97D$ �
PO'.
� S
CAI`#'
1
2q4 _ 204 _ INTERIOR 204" (INTERIOR - 2,04 - °41'ANCHOR
NTTERIOR r INTERIO7"- -♦
4 DIA6... 4 DIAG
� 8121 .• 612"s - 3/"i 35'
ry INTE0.10R 7 -TEwO IMERIOR- - i.
I CENTERLINE
EXTERIOR ExTERIoa 4' DIAG. V DIAG. OFPANEL
° 3.5" 4° I -3.5' 4" 3.5' 4„ "a2"ANCHOR
2.04" EXTERIOR 2.04" J 7 2.04" J EXTERIOR 4" 2.04" J
EXTERIOR EXTERIOR 6.99"
2.04' 4"DIAG.
90° CORNER
90° CORNER 135` CORNER � 136° CORNER °
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEALSILL 2-TRACK FRAME HEADISILL 3,g
(USE WHERE 4 CLUSTER (ubti w (ERE 5 OR 6 CLUB FER (USE WHERE a CLUSTER (USE WHERE 5 OR 6 CLUSTER I . CENTERLINE
ANCHORS ARE REQUIRED,"2D ANCHORS ARE REQUIRED, "C9") ANCHORS ARE REQUIRED,"C4°) P.NCHGRS ARI RRQUIFiEO,'C6")
f OFPANEL
4 08"
INrERIC6
EI..EN -
"rIFA[1CHOR, - •43°ANCHOR
C
INTERIOR 3.5" INTERIOR 7.41-
90' 7• 135" 2.04" 4'DIAG.
I 3 I E TE OR
L
4.08" 4.08" 7" 7"
6.87" D G. 5.37' G. CENTERLINE
CENTERLINE MOFFANEL
0 3 5" OFPANEL 2-RMEDIATRACK EA N HEAD/SILL
LAYOUT
EXTEROR 4' 7' 4" ON INTERMEDIATE ANCHOR LAYOUT
INTERIOR
7° EXTERIOR
90' CORNER 135' CORNER
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL
('C8" ANCHOR CLUSTER REQUIRED (•=6" ANCHOR CLUSTER REOUIF
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS)
INTEROR 6.12" INTERIOR
2.04'
4- EXTERIOR 5.88"
INTERIOR
INTERIOR 90, 3.5" r 136°)14
/
1 _ ,.A
812- IAG. 612
2.04" 3.5"• 4" 4"DIAG. 3i 4'
EXTERIOR F+- r EXTERIOR
go- CORNER
4-TRACK FRAME HEADISILL
("CB" ANCHOR CLUSTER REQUIRED
AT ALL 4-TRACK CORNERS)
NOTES:
TALL DIMENSIONS SHOWN ARE BASED ON M
2. DETAILS DEPICT ANCHOR QUANTITY AND S
IDENTICAL FOR EXTERIOR OR INTERIOR OCR
AT ALL 4-TRACK CORNERS)
ALLOWED. IwoTECNvaooroan
. AND WOULD BE rc,12.N¢E rExzte
CER,. owaum. xmee
exrcalOa ALL
FI VIEWS
2.OV
CENTERLINE
OF PANEL
4 o6'
EXTERIOR r
J I 3.5" + -
204" CENTERLINI
OF PANEL
4-TRACK FRAME HEADISILL
INTERMEDIATE ANCHOR LAYOUT
(3-TRACK SIMILAR)
11 + 22 POT0130
PRODUCT REVISED
as coim Lade
with the Florida
BuiNOA-No. 17-0420.12
EFRIraDoO Data 02/17/2020
# Ne. 58705
P.E.
STALLATION: DETAILS- - EMBEOMENT: SEE TABLE A., SHEET I - ,EMBEDMENT: SEE TABLE A. SHEETI
EDGE DISTANCE EDGE!)I$TANCE - EOGEDISTANCEI'
"[ESHEET SEE TABLE,A SF(EETI,;. SEETABLEA SHEETI
1/16"EXTERIOR1/A MX1 SHIM EXTERIOR �� 1 SHIM EXTERIOR'
EDMENT: — _—
TABLE A.
<p —
T
SHEET 1
2XWOOD WOOD ANCHOR TY?.,
2X WOOD WOOD ANCHOR TYP.,
'1'YP.,SEEANCHOR L SEE ANCHOR NOTES
TYP., SEE ANCHOR SEEANCHORNOTES
NOTE 3, SHEET 1 & TABLE A, SHEET,
NOTE 3. SHEET 1 & TABLE A, SHEET,
2-TRACK FRAME HEAL
3-TRACK FRAME HEAD
WOOD INSTALLATION,
WOOD INSTALLATION
WOOD ANCHOR TYP 2X JCO
WOOD ANCHOR TYP, 2XW100
SEE ANCHOR NOTE -7 TYP SEE ANCHOR SEE ANCHOR NOTES 7 TY P., SEE ANCHOR
& TABLE 'A SHFET 1 / NOTE 3, HSET 1-
SEE ABLER SHEETI `ROTE 3, SHEET 1
BEAj;`.HOW'
''i _.
AN 4OR -',:"P
12 6, SHEETNOTE
1(1/4°MAX.)SHEETI
6 y
DERIOREXTERIfA
"TWC
__
EDGE11
EDGE DISTANCE:
SEE TABLE A. SHEETI
J
_
SEETABLE A. SHEET
EMBEDMENT: SEETABLE A, SHEET I
EMBEDMENT: SEE TABLE A,SHEETI
FRAME SILL
E 3-TRACK FRAME SILL
S2-TRACK
WOOD INSTALLATION
Ew WOOD INSTALLATION
EMB
EMBEDMENT SEE
TABLE A SHEET 1
7ABEONAENT PF ET
1^.
�
Ipt
EDGE DISTANCE.
SILT
2k WOOD-:"
`x JI,uJ
.
'TYP.: SEE':,NCHUR
•, SEETABLEA,'
TYP SEE A14CHOR
U
SHEET 7:
NOTE 3, SHEET
SHEETI
NOTE3,SHEETI
2 1116° •
-
2-1116"
WOODANCHOR.TYR. a
NOTES -
WOOD ANCHOR TYP.,,
{
SEE ANCHOR
SEE ANCHOR NOTES
J.
&TABLE A, SiiEET1 O
&TABLE A, SHEETI
EXTERIOR
EXTERIOR
1/4" MAX. SHIM %'-
13 1/4° MAX SHIM -Ur
2-TRACK FRAME JAMB
3-TRACK
(s
FRAME
JAMB
WOOD INSTALLATION
WOOD
INSTALLATION
CFRT. WAv mnzee
MIN. OF THREADS BEYOND
THE METAL SUBSTRATE
NOTES:
1/4'
1. ALL DIMENSIONS
MAX,
SHOWN ARE BASED'
SHIM
ON MIN. ALLOWED.
2. METAL OR WOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
TYPES PER TABLEA.
METALTYP., SMS ANCHOR TYP.,
SHEET 1.
SEE ANCHOR SEE ANCHOR NOTES
NOTE 4, SHEET 1 & TABLE A, SHEET 1
' DIAGONAL O.C.
4-TRACK FRAME HEAD
MIN 4" (HEADSILL)
METAL INSTALLATION
OR 8" (JAMB) GEE
£I IC ANCHOR TYP., METAL TYP.,
DETAILS, SHEETS W & 11.
SEE ANCHOR NO TES SEEANCHOR
& TABLE A. SHEET 17NOTF 4, SHEET I
SEE
HOR �r ^ Syr,/ +, n�_9 1 �—MIN.OF3THREADSBEYOND
rF T = , `-: -`" lulu, - N YI - A <II A' THE METAL SUBSTRATE -
EXTERIOR 1 II
4-TRACK FRAME SILL w METALINSTALLATION.
SEE
TABLE A, SHEETI
TABLE A, SHEETI
EDGE DISTANCE:
SEE TABLE A.
METAL TYP, SHEET
SEE ANCHOR 1
NOTE 4, SHEET 1 1
2-1116 .•.
SMSANCHORTYP.,
SEEANCHORNOTES
& TABLE A, SHEET 1
MIN. OF 3
THREADS
EXTERIOR BEYOND THE
n METAL
V SUBSTRATE
1/4"MAX, SHIM Ft-
®4-TRACK FRAME JAMB
Iw METAL INSTALLATION
!GLT. N75 f2 •: 22 PGT0130
_EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
PRODUCT REVISED
15 a PIYlnB with the Florida
9uI101ng Coll.
NOA-No. 17-0420.12
E phatlon umo 02N7/2020
*: No. 5,05
PR4%705
*
ALLATION-DETAIL �_•, r:. ,� GABEDMEN.SEETABLEA SHEET 1 EMBEDMENT: SEE TABLE A, SHEET.. I. _ NOTES:
EDGEDISTANCE -+` EOGEDISTANCE: - _ TALLDIMENSIONS -
;ONQRETC� EOGED� ESErECONCRETEt_ SE@TABLE A, SHEET I CONCRETE ' SEETABLEA,SHEET I SHOWN ARE BASED .
,
1ABLEAS 1 ON MIN.ALLOWED."
ERTABLE PERTABLE 2-1116 PER TABLE
A„SHEE.1 29/1 A, SHEET4 •'^ ASHEET A4 r•114 iDIAGONAL O.0Is-
EXTER1oR •' I iSHIM DR6"(JAMB)S EILL)
[BE DM J 1/4 - EZTENOR MAX.114" E)cTEwO�[ - - �I - DOETTAILS, SHEETS
E TABLE A,
SHEETI SHI1 `r SHIM
OOD BUCK TYPESEE LSEEANHORN TES&P WOODBCK TYP. SEE L SEEANCHORNOTES'&P WOOD BUCK TYP.ESEE SEE AND IX CHOR NOTES 8ANCHOR P
ANCI NOTE 3; SHEET I TABLE A. SH I ANCHOR NOTE 3, SHEET I TABLE A SHEET 1 ANCHOR NOTE 3, SHEET I TABLE A. SHEET I
6 RAME H 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
CONCRETE T TION e®c CONCRETE INSTALL.".TION OONCRETE INSTALLATION
NCRETEANCHORTYR. PR PERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED)X CONCRETE ANCHOR TYP., PROPERLY SECURED IX
SEE.ANHORNOTES& '.WO -6 CKTYP., SEE SEE ANCHOR NOTES 3'L WOOD BUCK TYP, SEE SEE ANCHOR NOTES&� WOOD BUCK TYP., SEE ... .
TABLE'A;'SHEET-1- 41ANCHOR T:i,SRE�iT1 iABLEa, SHEEYi� AN..HGn NO—?, SNtE71 -- TABLEAShEET' fN�i10R NO?E 3. SHEET:
SEE ANC(tiiF':'�" SEE ANCHOR 'x
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SEE TABLE A, SHEET I PE TABLE SEE TABLE A. SHEET 1 PER TABLE SEE TABLE A SHEET 1
EMBEDMENT: SEE TAB IE ASHEETI A. HEETI EMBEDMENT: SEE TABLE A SHEET I A. SHEETI EMBEDMENT: SEE TABLE A SHEETI
E SILL ® 3-TRACK FRAME SILL 4-TRACK FRAME SILL
c CONCRETE INS T N Ee CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT: SEE PRODUCT REVISED
ET TABLE A, SHE1 aOplgro8 with m. Florida
EMBEDMENT: SEE I NOA-No, 17-0420.12
TABLE A, SHEET I �1 EDGE DISTANCE: Eaplrati.p Cat. 02/172020
EDGE DISTANCE: SEE TABLE A
PROPERLY SECURED SHEETI C ! '
SEE TABLE A.
EMBEDMENT: A, SHEET
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PARTS #18 #20 #22 OR #24.
#18, #20. #22 OR #24,
WOOD INSTALLATION
'EXTERIORMOUNT SHOWN,
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MAY ALSO BE INSTALLED IN
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MAY ALSO BE INSTALLED IN
-
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INTERIOR CONDITION
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EMBEDMENT: SEE
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_
TABLE A SHEETI
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1.20' O.7fiD'
+6
L 0.060" . L516" 1.990°
OA D-0N EA0/JAMB SCREEN 1x ADD-0N ILL SCREEN 13 ENDA001LL
-0N CREEN
(606346 AL) (6063-T6 AL) (6063-T6 AL)
REOUIRESMIN.1110 SMS - REOUIRESMIN.#10SMS
OR3fI6"MASONRY OR1116"MASONRY
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24' MAX O.C. ANCHORS @ 24- MAX. O.C.
foro7rcwm.rmvw+rve
KL£NCE Fi 9ITI5 �\
ryf0.feweao � 1�7���"jFj>.
SG6m
1.36'
- � 1.35.
..
0081"'�
1.019'
0.081"
0.062'
SCREEN
ao STILE
6.198"
(6063-T6 AL)
I-- 1.045`
i
1.893' 0.062•
•.-_1'.`1.,
c
1a 2TRACK
SCREEN
JAMB 45 TOR RAIL
rtmc'6AL1..
(6063-7 u'Ai).•'�
,_TRACKJAMBW/
"
..
18 3-TRACKJAMB
(6063-T6 AL)
NTS 1 21 s 22
64-TRACKJAMB
(6063-T6 AL)
PGTO130
+) I-- 0.875'
1.993'
L
80.062"
SCRN
46 BOTTOMEERAIL
(6063-T6 AL)
PRODUCT REVISED
.a1141a0w1& with the Florida
do
No-Ke.C000 17-0420.12
HE
* No.58705 r
183, ;, > - -- 3.802•
2304"
I - I 3802° �1- - 0752
I I
l - _ 0574, o- 0796" J
.'. •0.062 0.233 0.062'
0.284° 0680^ 0.062
0.075"
FRAME SILL P-HOOK MOUNTING I P-HOOK SCREW jr
5 BCREW COVER 11 TRACK m P-HOOK 29 ADAPTOR 29 COVER 0.080' J a0 P-HOOK FOR BOX RISER
(6063-T6 AL) (6063-TB AL) (6063-TB AL) (80B3-T6AL) (W63-IS AL) (6063-176 AL) _
755'.-� .�4 I+-4"
2.3" 1.488' J
1.73�9' H
�
.3030.080' 7 , 11"0.830" -_ CI00 0.133° 1.800 0.062'
0^ qeBB
I_`j
IV �U2
S08187
1970.06
24-
r' Ot 135'CJRNER"J a2 135 FIX D3npUN7. r r•^STANDARD STILE ,I- 67 HEAVY Oi1TV�,.}TILE g211NTERLOCK B5 INTERLOC7C
(6063-T6AL) (8083-T6 AL) v(5063-TB AL) (6063-T6AL) A063-T6 SCREW COVER
(6083-T6AL) (6083 TB AL)
Imo- 3.979"
0.076'
1.645'
0.125'
6i STANDARD ASTRAGAL
(6063-TB AL)
0281. -+4 1---
O HEAW DUTY ASTRAGAL SB TOPIBOTTOM RAIL
(6063-T6AL) (6063-T(IAL)
-y 7.050' 1.050' j+-
.283 -
�I 1.050'
045
141
try Y
045" (-.--
GZING 7/16-GLAZING
79LA
BEAvjLq) OO BEAD,FIXED
(60M.T6 AL) PANEL CLIP
9/7SGLAZING
81 BEAD
(6063-T6AL)
(6063-T6 AL)
1.00x 1.03°
(�I
.. , 0.75^ I- 0.080• I .. III
O705 FIXED 9,
PANEL CLIP 2.893'-0.133' .499'
(6083-T6AL) 7.498"
o.oeo^ L
.550" 0.883
0.]09' 12a FIXED PANEL 5.821'
Lf
RETAINER. 7/8' ��_ 2826'
0.080- III-^ � (6063-76 AL) 179 (60 OUTSIDE CORNER ASTRAGAL
FIXED PANEL 77E 90°CORNER RECEIVER (6063-I'6 AL)
109 RETAINER. 9/16° (606346AL)
(6063-T6AL)
WW..O AU1Nl
SGt 770
5.621"
0.133'
4^ ___
120 00- INSIDE CORNER ASTRAGAL
(WB6 T6AL)
22 • 22 1 PGTO130
PRODUCT REVISED
pl Ing -- M. MIN.
NONOAA-N-Nn �oae
e. 17.0420.72
N..CENSF M/�����
* : N., 58705
AO IA E O'
� •.F7ORIOP, .: �C�:
C
i. Ste. -........ tG..
CONTRACTOR: Jensen Beach Alum' n-
DESIGN CRITERIA:
i Building Code, specifically Chapter
20 Aluminum, and Chapter 23 Wood.
2. ASCE 7-10.
Loading Criteria
1. Live Load: 20PSF
2. Dead Load: 2 PSF
3. Wind Load:
3.1. - Building Occupancy Category, Section 1604.5 and Table
1604.5: Risk Category 3.
3.2. Basic Wind Speed, Figure 1609.3(1), State of Florida Debris
Region & Basic Wind Speed, Section 1609.3.1 and Table
1609.3.1 Equivalent Basic Wind Speed: VaT=470tVMH.
Vasa =132 MPH
3.3. Exposure Category, Section 1609.4.3: ft=P
Scope of Work:
1. Replacement of (3) Large Missile Impact Rated Windows
2. Existing Shutters to Remain
3. Location is more than 20 feet from comer of the building. -
Builder / Permit Application is to provide Florida Product Approvals
meeting required design pressures.
RECEIVED tto5 -olBz
THESE PLANS AND ALL PROPOSED WORK ST. LLTUE COUN-ry BUILDTv
ARE SUBJECT TO ANY CORRECTIONS REVIEWED FOR COMPI;IANCI
MAY 0 7 2918. REQUIRED BY FIELD INSPECTORS THAT DREVIE
ATE R ED BY
ST, Wcio County, Permitting MAY BE NECESSARY IN ORDER TO PLANS AND PERMIT MUST BE
COMPLY WITH A" APPLICABLA =98 OR NO INSPECTION NVILL BE?
OPENING SCHEDULE
CONCFALED FASTFHERS OR
ARE THE RESPONSI8IL(Y OF THE
CONTRACTOR OFRECORD
f =J
JOB
MARK
SIZE (W xH')
MANUFACTURER
SERIES #
APPROVALS
DESIGN PRESSURES
ALLOWABLE PRESSURES
gQWt-
ap_i DUSTM-iES
GD= F iCS I E IMPACT)
t
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cf$G>3�� . bRSF90
okot1
CGTkNBUMIES
GD-77,- ISSI IM ACT)
FL-25� cR2- 9
+60:9 -61. P
- 190.0%9A 0 PSF
SCANNED
BY
St. Lucie County
O.
: 2
�2041
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DATE DRAWN
04/12/18
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