HomeMy WebLinkAboutNOA - ALUMINUM SINGLE HUNG WINDOW MIAMI-DADE MMI IA -DADE COUNTY
s PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section In Miami-Dade County) and/or the AHJ in areas other than Miami-Dade County).reserve the right
( tY) ( tY)
to have this product or material tested for quality assurance purposes.If this product or material fails to perform
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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"SH7700A"Aluminum Single Hung Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM)",
sheets l.through 11 of 11,dated 04/01/18,with revision A dated 03/11/20,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#18-0430.06 and consists of this page 1 and evidence pages E-1,E-2,E-3 andj E-4,
as well as approval document mentioned above. l
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
MIAM4DADE COUNTY NOA No.20-0401.11
� Expiration Date: August 23,2023
Approval Date: July 30,2020
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Submitted under-NOA# 18-0430.06
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1
through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
B. TESTS
1. 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 single hung
window,prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-18-7835.1, dated 04/03/18,signed and sealed by Idahnis'Ortega,P.E.
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
window, prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.
FTL-18-7835.2, dated 05/04/18, signed and sealed by IdahnisOrtega,P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61h
Edition (2017), dated 04/23/18,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).
Carlos M.Utrera,P.E.
Product Control Exam4ner
NOA No.20-0401.11
Expiration Date: August 23,2023
Approval Date: July 30,2020
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated_ 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 6th Edition(2017),dated April 24,2018,issued
by manufacturer, signed and'sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed
by Manuel Perez,P.E
G. OTHERS
1. None.
Carlos K Utrera,P.E.
'Product Control Examiner
NOA No.20-0401.11
Expiration Date: August 23,2023
Approval Date: July 30,2020
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. New Evidence Submitted
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 7700NOA-1, titled"Aluminum Single Hung Install (LM)", sheets 1 through 11
of 11, dated 04/01/18, with revision A dated 03/11/20, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. 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 261-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per ASTM F588 and TAS 202-94
along with marked-up drawings and installation diagram of all'PGT Industries, Inc.
representative units listed below and tested to qualify Dowsil 7.91 and Dowsil 983
silicones,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.:
FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14
FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal)
FTL-20-2107.2,PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal)
FTL-20-2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal)and
FTL-20-2107.4,PGT PW7620A Aluminum Fixed Window(unit 10 in proposal)
dated 07/13/20, all signed and sealed by Idalmis Ortega,P.E
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC 61 Edition
(2017)and FBC 7 h Edition(2020), dated 03/13/20,prepared by manufacturer,signed and '
sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.20-0401.11
Expiration Date: August 23,2023
Approval Date: July 30,2020
E-3
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNMTED
F. STATEMENTS
1. Statement letter of conformance,complying with FBC 61 Edition(2017)and FBC 71
Edition(2020),dated March 10,2020,issued by manufacturer,signed and sealed by Anthony
Lynn Miller,P.E.
2. Statement letter of no fmancial interest,dated March 10,2020,issued by manufacturer,
signed and sealed by Anthony Lynn Miller,R.E.
3. Proposal No. 19-1155 TP issued by the Product Control Section,dated January 10,
2020,signed by Ishaq Chanda,P.E.
G. OTHERS
1. Notice of Acceptance No. 18-0430.06 issued to PGT Industries,Inc. for their"Series
"SH7700A"Aluminum Single Hung Window—L.M.I." approved on 08/23/18 and
expiring on 08/23/23.
Carlos NL Utrera,P.E.
Praduct Control Examiner
NOA No.20-0401.11
Expiration Date: August 23,2023
Approval Date: July 30,2020
E-4
SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW I7-1311e•MAx.oc
1)THIS PRODUCT HAS BEEN DESIGNED&TESTEDTO COBPLYWRHTHEREOUINEMENT50F DESIGNPRESSURERATPA IMPACTRATRK
THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCRYHURRICANE ZONE RIVHZ) 1 !&AX —,SEES
ARI PERGLPSSTYF- LARGE S SMALL A6SSLE
/ SEE SHEMM "WAACT RESISTANT
21 SHUTTERS ERS ARE NOT REQUIRED WHENUSED IN WIND4IORNE DEBRIS REGIONS.FOR /
INSULATED GLASS INSTALLATIONS ABOVE 3B IN THE HVHH&THE OUTBOARD LITE MAP)
MUST 82 TE.iPEREO,USE ONLY GLASS TYPES 3.7.M 13 OR 15.
3)FOR MASONRY APPLICATIONS IN LYAMW=E COUNTY,USE ONLY MAM141ADE COUNTY 17-aW MAXt'M'
62-IM-LIAXBUCKWOM
APPROVED MASONRYANCHORS WATERY"USED FOR ANCHOR EVALUATIONS WERE (17-IK`BUCK) MAYLL� 9.12•WI%. 411116•AMX PRODUCT REVISED
SOUTHEANPIN-ASTM C90 CONCRETE MASONRY UNTMAND CONCRETE WITH LON.KS, B.SEE_ D.C. I (� •� ) 4g� -� �SWVC O.O• BYF a
PERANCHORTYPE SNEEf88a9 SHEET 10 BNII44A9 C04a
d)ALL WOOD BUCKS LESS THAN I.1lYTWCKARETO BE CONSIDERED I%OISTALLATION9. Aet£ SHEET tD� r� -TJ NOA-No. 20-0401.11
sxEBTBeae ESL—imRat 08Y232023
IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED 13MEC LYTO SUBSTRATE WOOD
SUCKS DEPICTED AS 2X ARE t-I?THICK OR GREATER.IXAND ZXSUCKS OVrlrN USED) T UALLY
WALLBEDESIGNED AND SECURED TO PROPERLYTRAHSFFA LOADS TO THE STRUCTURE WOODBUCKL7ESIGNANDINSTALLATIONISTHERESPONSBILMOF THE ENGINEER(EOR) ANCHOREPERORARCHTECTOFRECORO,NOR} TABLESA, 15)ANCHOR EMBEDMENTT'OBASE MATERIAL SHALL SE BEYONDWALL DRESSING OR MAx OI A)UPDATED TO FBC
STUCCO.,ISE AN CHOSOFSUFFIGEHTLENGTHTOAC1MWREQUOML%.EnBEmIENT, , IWAX 2020.REVISED ANCHOR
INSTALLATION ANCHORS SHOULD BE SPILLED,OVERALL SEAUNGaFlASH91GSTUATEGY 12-InWMAXOO. TO BACK TYPE TABLE
FORYINMR RFS6STANCEOF INSTALLATION SHALLBEDONESYOMIRSAND ISBEYOND X' IQ --LT TIP )L, 4' HEIGHT .
THE SCOPE OFTHESE INb'1Rwno N9. EOUZYSPAL® I / HEIGHT 1 _I � / JR-0311120
ANCHORS PER I I 133116'MA7L 0.G `
6T1ld`WAX SHWSARE REQUIR®AT[ACHANCHOR LOCATION WHERE THE PRODUCT IS TAHLESea7 +
NOTFLUSH TITHE SUBSTRATE USE SHIMS CAPABLE OF7RANSFERR(NGAPPLED LOADS. i - —L. &MAX i i� m Q
9 MAX. =Q
7)DESIGN IV PRESSURES:S: p{ X,BUCq i O.C. J�c Ir
e O
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCIETESTINO AND GLASS PER O
ASTM E1300.
A O N S fn
B,POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSER(-STRUCTURAL&CYCLE F�,(
7ESTNGAND GLASS PHRASTM E170LL }�E NDANCHORSATSILL Df- OJ� W Z2
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO 53•Inr MAXTLPTOMPWIM PWEFYNOTOI 4IIHWMAX 1•N£fi'NORSI Q.LL p W p
AT FACHEM AT EACH ENO L 0
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHEWNDIDAOS ='W
CORRWMNDINGTOTHEREOURWCMGNPRE95URPTHE3b1OZSTRESSINCREASE ELEVATION FORTYP.FLlWGEFRAME ELEVATION FORTYP.FINFRAMESHOWNWITH (iOd
WASNOTBEEN USED IN THE DESIGN OFTHIS PRODUCT.THEIS LOAD OIRATIIN FACTOiR SHOWN WITH EOUAL4JTE CONFIGURATION EOUA4LTTE CONFIGURATION ,W..zv
W 04
WAS USED FOR THE EVALUATION OFANCHORSINTOW000.ANCHORSTHATCCNEINTO n>Q Z
CONTACT WITH OTHER DISSIMILAR MATERIALS SHVl WEETTE REQUIREMENTS OFTHE
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE TAME 1.ALLOWABLE GLASS TYPES USER INSTRUCTIONS- '-Z ? ..
at..
yp- DowrIpOon.ILldtea from EffiHortn ImMar) OP - (5 j
9)METALSUBSTRATE TO MEETMIN.STR@LO7NAND7IRCIW6S REQUIREMENTS PERTYPe TaWef 1)DETERMINE THE SITE SPECR'IQ WINDOW OPENINGS DESIGN Z LL
JURISDICTION.FLORIDAL BUILDING CODE AND TO BE REVIEWED BYTHEAUTHORITY WAVING 1 UVAN,.09PPVB,LB'AN 2 PRESBUNE REOUIREMENTFROMASCE7. SW W O
2 13/18•UCY 1/8'ANGW,ARSPACE,VB'AN,.090'PVB,1l�AN 2 211DNOW%O YOUR GIADIKi OPTION(TAREiLY1RDOW 3 °0
iW REFERENCES:TEST REPORTS FTL 15-7835,1 a 167835.2:ELOO ULTRACOH NOA: 3 731111'IKS:11B'7P CAP,AIRSPACE.U8`AN,.OBI'FVB,UB'AN 3 COWGLRATON NW Ste.DEIEGANE YOUR WWODWS DESIiN
DEWALTAELCO CRETEFLEX NOA;OEWALT ULTRACON•NCA;NATIONAL DESIGN 4 Ur HS,.OBO'FVB.I15'HS 4 PRESSURE FROM TASLES2-5.T MUST EDUALOR EXCIEEDTHE z Z U,
SPECIFICATION FOR WOOD CONSTRUCTION,ANSNAF&PA NDSEALUAVNUM DESIGNMANUAL 5 y76. DESIGN PRESSURE REQUaIErAENTFOR7fE WINOOWOPBSHO 'AZ
AN,.l19P PVa,371C AN 4 CBTAREDINSTEPI, Q
11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL B =IS*LIG:311E AN CAP.ARSPACF-UW AN,.00 PVB,lAr AN 4
7 13116`LIG:311E TP CAP,AIRSPACE,UNC AN,.BW PVS,UC AN 4 31 DETERMINE THE ANCHOR QUANTITY FROM TABLES 6&7. R Z
FIGURER ALLOWABLE SASH CONFIGURATKRNSAND SIVPES B 311SAN..CWSG.3116'AN 5 w0 Z =
9 3116'HS..OW SQ 3n9'HS 5 4)INSTALLA PER SHEET7FOR FLANGEINSTALLATOKSHEES 2 O N
-.•� WIDTH �+ WIDTH )•�-+{ WI07H (•+ FOR EQUAL LEG INSTALLATION ORSHEET 9 FOR RIEGPAL FIN
T I- - 10 1211V LIG:UB•AN CAP,AIRSPACE.UB HS..09V Sq UB'HE 5 INSTALLATION. ym
11 13118'LlG 11B'AN GIP,AIRSPACE,311B'AN,.09P SQ 3n6'AN 5
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Hr 13 13N8'LI3:118'7P CAP.AfLSPAC-Y1&'AN,.090'SO,3115-AN 5 EQ��LEGIBROVALL. FMI�TYPES(FIAfiG-BTEGRLLFlNIXt .1`1`NYLYNN1jl�,� ,
c� EI R 14 1311E LID:3M6 AN CAP.AIRSPACE,UB'HS..OW BE.U5'HS 5 ,�'l��'
WTO 15 13115'RIG:3n5-TP CAP.AIRSPACE,115'HS,.W M Il r HS 5 ?:• :FP
j SG-KUAARAY SENTRYCIAS*OVTERLAYER BYGENERAL - 'N: iVf155745
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•ANSVAF&PA NOS-2018'FORWOOD CONSTRUCTON AN:ANNEALED INSTAILITOR FUWGE.._..._.. 7
ALL SHAPES WITH ALL SASH CONRGURATIONS ARE APPROVED.SHAPES •ALUMINIXSI DESIGN18FOR VADM-3H& HS -STRENGTHENED INSTALLATION EQUAL LED__-. .B
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INSTALLATION DETAILS FOR FLANGE FRAMES INsrAU%TION OPTION 2 INSTALLATION OPTION 3
INSTALLATION ANCHORED THROUGH FRAME _ ANCHORED THROUGH FRAME AND IX
DISTANCE ----� DIRECTLY INTO GONCRETEICMU. BUCKSTRIP INTO CONCRETEICUU.
EDGE
OPTION r. —� EMBEDMENT
ANCHORED THROUGH — -- SEE NOTE 2.THLSSf1EET. f3AeEW�iFJTf .
FRAMEINT02)(WO00
t/4'MIXSHDA Va•MAX3HIM+{ f^ .
FRAME OR BU2. CKSTRIP. 1
SEE NOTE THIS SHEET. I t-7MBEI)• ) �—•' SASH VISIBLE 17 EDGE PRODUCT RM3ED
MENT EDGE 4 LIGHT WIDTH DISTANCG PIfM9 wNA M.FOrICa
pIITANCE eoRal Ced
1M•MAR sHLM 1s ND�-Tw. 20.6401.E 1
27 RIED 1018LE
UGHT I--- — ----•1----� ':•• I WOTH
e,�Ina 08M3202
I �1II 3
1 NOTE 0,FOR I 6t�1.m1-W4.P— —i—cz-1
fe HAD � A)REVISED ANC HOR
TYRANCHORTYPF µ e TYPETABLE
F)LED EMBED MENTAND
VISIBLE EDGEOLSTANCEPER ••• :' aJR-03/1120
LIGHT SUBSTRATE,SEE ••.I 31 RE) •.- .
HEIGHT TABLE&
r 7P 7D TIP WIODf -I TYP HORTYPF
EMBEDUENTANO {1 Q
32 m Q
TYP.ANCHORTYPE ROR HORIZONTALSECTIONAA EDGEDISTANCE T B
45 EMSEDMENTANDEDGE SUBSTR TAMES. I g N
DISTANCE PER SUBSTRATE.
SEETABLE& +{ 'm-1M•MAX.SHIM >-1, O O
14 I VISIBLE LIGHT FORMULAS: 31.
9 Z Z
,� WIDE APPROVED ASB.LIDN.FBC (SHOWN FOR HIRISESBL'SEE
COMPLUNTALUMDNMMEELFRAMwG SHEErSFOR STANDARD SW Z ' S
TIP OR SrmSTUD.MAY BE VERTICAL OR
x LU J
TO 13 HORIZONTAL SEE SUBSSTRATE H L)L) , n
TIPWEEP LATCH G
USE EIfHFR 1 PROPERTIES.TASLE& ®SASH&FIXED LITE TIPTO TIPWOM-S.1T 2 v
HEIGHT MIDSPAN OR HEIGHT(EOUACJ.NEI G p~j
BOTTOM LOCKS TIPTOTPHEIGHT2-3.73 .-Z Z
SASH INSTALLATION HETGHT(PROVIEIN) Z LL
VISIBLE OPTION UFO®LITE.-PTO TIP HEIGHM.178' O
LIGHT ANCHOREDTHROUGH ®SASH:TIP TOTP HEIGHT2-11.ST R x Z n.
HEIGHT FRAME INTO METAL O
Si!
HEIGHT(CUSTOM 3ASHIl C
®FIXED LITE TIP TO TIP HEIGHT-S SH HEIGHT-&W
®SASH:SASH HEIGHT.4.6 q N N
S
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Andaf Sub b.a Mi.Obtm Embed and - F Z W
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OPTIONAL HFRISE SS Screw A38 Ste 3r8• 0.083' TABLE&FOLLOW EMBEDMENTAND EDGE DISTANCE UMITS,ANY 6 LL
SILL SHOWN.SEE SW Stud,GL 33 m1. 318, 0.016'(is Gn) INSTALLATION OPTION SHOWN MAYBEUSED ON ANYSUEOF •n'1
1'WEEP 42 SHEET 10 FOR Calcite(mhI.3.35 km) 1' 1374' � .
NOTCH AT STANDARD SILL 1M 410 SS `1L11111III//rrrr
EACH END Cmbol= Wgmuw OMU,(ASTM C80) 2-1?' 1-1N' 2)MASONRY ARC HORS MAY BE USED INTO WOOD AS PERTAHLE
1/4'MAX. P.T.S..tt—PI-(SG=0.85) 1' d,'7W
&ALLWOOO BUCKS LESS TWIN 1417TWCKARE TOr—..m Comets(min.28]LvS 1' CONSIDEREDIXINSTAUATION&IXW000BUCKSAREOPRONIL1/,•Steel lkgted GNU,PtSTM CJJO) 2-1? IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE WOOD SLICKSuIr—I DEPICTED AS 2XARE 1-1?THICK OR GREATER IX AND 2X BUCKS _�' No.58705
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FRAME SILLS A)Mw.OF 3 THREADS BEYOND THE METAL SUBSTRATE 3)VISIBLE OAYUGNT OPENING)T MEASURED HEIGHT
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VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS 01 THE HEAD.
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INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES
EDGE EDGE
EMBEDMENT
DISTANCE
I•�- 1 O O
EDGE
DISTANCE VP LW(SMM IM•MAX SHIM
_ PRODUCT REVISED
g SASH VISIBLE 1T oIaatYIaa with th.Ronda
LIGHTWIDTH dOtling Cad
ESIOEDMBNT NOA-N- 20.0401.11
27 1B E:plratlon ortaOR2.VtiDv3
�1/4'MAX EMBEDMENT L,.,FDIEDVISIBE J I _
2 SHIM I LffiMYNDTH I { .�
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FIXED EMSEDMENTANOEDGE ..SHEET.
VISIBLE DISTANCEPERSUBSTRAM 44 B .
SEETABLES.
LIGHT JR-0311120
HEIGHT I 31 OR®B g
32 r� BUCRYINDI
HORIZONTAL SECTION C•C TYP.AHCHORTYPE,
EM 4 Q
BEDMEMAND EDGE
45 DISTANCE PER SUBSTRATE,SEES
DADEAPPROVED MULLION,FBC TABLE 9.(WIIL SHOWN) ❑ w
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43
HORIZONTAL SEE SUBSTRATE OJ wZ Z
PROPERTIES,TABLE e. VISIBLE LIGHT FORMULAS: �(L o ' o
BUCK 13 (SHOWN FOR STANDAROSAI:SEE [xJ U d
SHEETS 7 R B FRHSRISE SILL) .�
HEIGHT
�
gi USE EITHER 1 p100R f125TEEL F Z v J aua
MIOSPLATCH WIDTH LU . Q
®SPAN OR 48 55 SELF-DRILLING ®SASH AFD(EDLtT@BUCKWIOTH-412•
BOTTOM LOCKS SMS(GS),SEETABLES. �Z Z
HEIGMIEOUAL41M ZZ
VIABLE INSTALLATION
Z
SASH O LL
INSTALLATION IF-- O
UGM HOGHTIPROVIENA x 9 m
HEIGHT OF N 7 @FTXEO GTE:BUCKHEK,3W2 LU
.42r
ANCHORED
®SASFk BUCK NEJG
INTEGRAL FUN INTO METAL FI f2.11.13' e 0 x
WONT ICUSTaM SASM O w
Z ~�
STANDARD SILL ®FIXED LITE:BUCK HEIGHT-SASH WEGHT-2-W I= g R
Fq¢yRK1R 1a SHOWN.SEE �9A,SFL'SASH HEIGHT-4.6V Z Q raZ
< 33 PREVIOUS SHEET Krz
42 B FOR OPTIONAL
NOTCH
O
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AT Q
EACH END 1/4•MAX MIL Edge MITI. NOTES: wct0
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9.FOLLOW
T 2.1rFX l m 31' I
C..trl Nail P.T.SauBlem Pl-(SG-0.55) 3l8' 2438 EMBEOMWAND EDGE DISTANCE LNRSANY LI EN4/V
1 INSTALLATION OPTION SHOWN MAY BE USED Q•:• :�p
2-12'x.140 Roofing Nag P.T.Soldtcm Pine(SG=0.55) 318' 2.438
ONANY SIDE OFTHEWINOOW. N.5970i
EUSEOMENTAND EDGE EDGE DISTANCE 2.12'x.147 R4o5.g NO. P.T.Sa Ahem Pk.(S0-0.55) 318 2435 �: 1•.
[KSSANCE PEA SUBSTRATE. P.T.SadN0Il Pkre(SG=0.55) 1J2 L37i 2)VISIBLE UC49WOTH OR HEIGHT W.SO •D
REFERRED TO AS DAYLIGHTOPENING)IS
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Screw o.oso'aie stew srtc 0.05 '�tc•'•+;<GmD�:�`��4;�
VERTICAL SECTION D-D Q047(18 Gal Steel Stud.Gr.33 rrin.1 smi ao45 SS�ONAL EN�
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