HomeMy WebLinkAboutNotice of Acceptance Ffle C
OPY
41
MIAMI- E MAM-IDADIZ COUNTYMOD PRODUCT CONTROLS]01CTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCE,S(IM,R) 11805 SW26 Street,Room 208
DOAWDAND CODE AI MINISTRATION DIVISION T(796)315-.2.590 F(786)315-2599
NOTICE OR-ACCE,PTANCE(NOA)
7.CTiid
UALt
1070,TecfiwoId&Drive
North Venice,IK.JL 34275
This NOA Is being Issued tinder file applicable rules and regulatloija governing the use of constLuction
materials. The do'aumentation stillml.tted boa been reviewed and accepted by h6aml-Dade County RER-
Product Control Section to be used In Midint Dade County 6nd other areas where 411dived by the Authority
Having Juds4iotIon(AH.D.
This-NOA shall'not be Valid after the expiration date stated below. The Miami—Dade County Product
Control Section(In Mismi—Dado County.)and/or the AIR!,(in areas other than-Mlamt—Dade County)reserve
the k1glA to have this Product or hidt9r 141 tested for quality assurance purposes.- If this product or 1haterial
hils to perfbim in the accepted manner,the manufacturer vill itiour t116 -expvnse of atioh testing and the-AIU
may immediately revoke, modify,or suspend the use of such product or material within their Jurlsdictlon.
RER reserves the right to rovoko this acceptance,if Is determined by MiallikDade County Product Control
Section that this product ormaterial fails to racetthe requirements ofthe applicable building code.
This product is approved as described herein, and has been designed to comply with'the Florida Building
Code,itioluding the High Velocity Hurricane Zone.- !
DE,SCATMON.80'rics 17W.701/720/820P Aluminum r,ixe*d Willdow- -L.N.Y.,
ApmovAL DOCUM,NT:Drawing-No.IVIOD-720-820.1,titled"Fixed Window Installation Guidelines",
sheets I through I I of 11,dated 04112/13,with revision B dated 05/05/16,prepared by manufacture;signed
and sealed by AnthollyLynn Miller,P.E., bearing the Miami-Dade CountyProduct Control Revision stamp
with the Notice of Acceptancd number and expiration date by the Miami-Dade County Product Control
Section.
MISSILN JWRACT RATwa.Lai-ge,and,8nlaftHlsAIc InyadIkesistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo., city, state
111o.ciellserles, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted heroin.
W 1 NE,WAL of this NOA shall be considered after a renewal application has
s been filed and*ere has been
no change in the applicable building code negatively affecting-11to performance of this product,
U,RNMATION of this NOA*ill occur after-the expiration date or Ifthere has been a xevislon or change
In the materials,use,and/or mantifhotur6 of the product br prbc6ss. sqQ of this NOA as an and it
of any product,for shIps,advertising 9'r.any.other purposes 4a if automatically terminate this NOA,Valium-
to comply with any section of this NOA shall be cause foie termination and removal'of-MA.
END +RTXS IV IVx: Mid $10Aju-fiabot precede,d. by 6,3 words Miami-Dade M—ihmi-Dadd- County, Florida, and
followed by to expirWol dft0 may be displqed in Ovdilisi0 9 ii turq. If any portion of the'NOA is
displayed,then It,shall be done in Its.entirety.
INS TIC10T.116N.- A copy of this entire NOA;shaff be provided to the user by the manufacturer or Its
distribUtors and shall.be n a*ailabi6,fdr inspection at the job-shb atthe request of the Build1gOfficial.
'ii�NOA revises NOA#iS:-'0528.26 and consists.pttli.*m h '.I- a" d6vldence E B-Zand-B-a,as
.Well as approval document mentioned above.
ef.WIA
The-submittea dooumentationwas reviewed b Iq 1
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d A
A -NOA Mo. �0 %9
Ak
7��q ` .--it 04,2016
k1. ID t Approval MO.,A gil y", u
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PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Subntftted wider NOA No. 03-1105.01)
2. Drawing No,MD-720-820.1,titled."Fixed Window Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13, with revision B dated 05105/16, prepared by
man- facturer,signed and sealed by Anthony Lynn Miller;P.E.
B, TESTS
• .11 Test reports on: 1)Uniform Static Air Pressiue Test,Loading 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
r
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door,using:Kodispace 4Se TPS
spacer system,Duraseale spacer system,Super Spacer®NX' m spacer system and XL
�M prepared b Fenestration Testing Laboratory,
Edge spacer system at insulated glass,px p y g Yr
Inc., Test Reports No. F7.TL-8717; FTL4968 and FTL-8970, dated 11116115,
06/07/16 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega,P.E.
2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 20294
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
esistance Test FBC
3)Water R Test, TAS 202-94 p ,
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 marled-up drawings and installation diagram of an alumin=fixed
window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.
FTL-7212,dated 03/21/13,signed and sealed by Marlin D.Brinson,P.E.
(Submitted under NOA N6.13-0502.03)
3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Ur form Static Air Pressure Test,Loading per FBC,TAS 202 94-
3)Water Resistance Test,per FBC,TAS 20294
4)Large Missile Impact Test per FBC,TAS 201=94
5)Cyclic Wind Pressure.Loading per FBC,TAS 20394
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.
FTL-3835 and FTL-38%dated 07/18/03 and 07/31/03 respectively;all signed and
sealed by Joseph C.Chan,'P.E.
(Submitted under NOA No. 03-11OS 01)
�4&uz"&
man c1 Fe ez,F.B.
Product Ca tml rPamingr
NOA 6-0629.14
Upiration Date: Februar'19,2019
Approval Date: August 04,2016
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PGT Industries,Inc,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anohor verification.calculations and stsvctural analysis,complying with FBC-514
Edition(2014),dated 05/20/15,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No.15-05.28.26)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
A 1. Miami-Dade Department of Regulatory and j3conomic Resources(RER).
E. MATERIAL CERTMCATION'S
1. Notice of Acceptance No.14-0916.10.issued to Xurai ay.A.meAca,Inc.for their
")Kurat ay Butaelte®PVB Glass Interlayer"dated 04125/15,expiring on 12111/.16.
2. Notice of Acceptance No.14-0916.11 issued to 7( uiraray A�azel ica,Inc.for their
9%_vraray SentryGlasm(Clear and White)Glass Interlayers"dated 06/25115,
exphing on 07/04/18.
3. TREMCO Part No.TR-14271E EPDlvi exterior glazing gasket complying with the
:Following:
a) ASTM C864 Specification for Dense.Elastomeiic Compression Seal Gaskets,
Setting Blocks,and Spacers with Option.11 exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
• Elastomers—Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS
1590P.
d) ASTM D 624 Test Method for Teat Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/in.
iVZariuel Per•`., .>✓,
Product Control ei•
1VOA No.1 9.14
} Expiration bate: February 19,2019
Approval bate: August 04,2616
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PGT Industries,Inc,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with Ir'13C-51h Edition (2014), dated May
20,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0528.26)
2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
(Szibinitted under previous NOA No.15-0528.26)
3. Laboratory compliance letter for Test Report No. FTL4212, dated 03/21/13, signed
and sealed by Marlin D.Brinson,P.E.
(Submitted unrferpreviousNOANo. 13-0502.63)
4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectively,all signed and sealed by Joseph C.Chan,P.E.
(Subinifted under NOA No. 03-1105.01)
5. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016,
signed by Ishag Chanda,P.E.
G. OTHERS
1. Notice of Acceptance No, 15-0528.26,issued to POT Industries for their Series"PW-
701/720/820"Aluinimmn Fined Window--L.M.I."approved on 07/09/15 and expiring
on 02/19/19.
Manuel E.
Product Contr FAa iiier
y NOA N6. 629.14
Expiration Date: February 19,2019
Approval Date. August-04,20.16
P-.3
_ STANDARDS USED:
:MNIERAL'<.NOTES:;SER1ES720/820: ..- *Z14 FLORIDA BUILDING CODE IFBC),STH EDMOH DESIGN PRESSURE RATING IMPACTRATING.
)NAP C-RESISTAWFIXft4T:WINDOWi -ASTM E130MO
_..... .._- oAWSVAWA NM2012 MRWOOD CONSTRUCT)ON VARIES, ,RATED FOR LARGE&SMALL
1)THiS PRODUCr,HAS BEEN bFSlom AT=MTO. - _ .. .a LUM)NUM DESIGN MANUAL,ADM-201D. SEE SHEETS 2S MISSILE IMPACT RESISTANCE
COMPLYWRH THE.REQUIReAwmOFTHEIFLOR)DA' - ... � DAIS 1QDA7IM-2010
8UILDINGCODE;pJCLUORJG.THE HIGH veLoCQY �H'TiP TO•TIP WIDTH'
HURRICANEZONEf[KI M. 4T'BUCIC'MDh1 40•BUCKWM 48•BUCKVIOTH
44=174`WMTB LIGH WIDT E
SHUTTETRSARE OT•REQUIRIDWHENUS�,M t.._. ...,..JI 4S1N`VISIBL
n _.LI._ .UGHSWIOTH LIGHT4NOTH I asamPlYmS�y o*S.s'
' WIND-BORNE OEDRIS TREGi0,N9:FORINSULA1TaG1.ASS• �� I UGHT�WIDTH
INSTALATTONSAHDVESO'•INTHE FIWH'L-7WE,OUTTiOARD 8•MAX: 6'MAX
LITE(CAP)MUSTTEMPEIM 6 SHEET6I
- D;SHEET F:SNEErs 2'MAX surtdbgCcde .
H.SHEET9 Aa:pmea Nn l6- 2q!¢
3)FORMASDN)3YAPPLICATIDNS IN MWvt-DAMCOUNTW
USE ONLY MIAM):DADE COUNTYAPFROVED MASONRY
ANCHORS;MATEMALS USED FOR ANCHOR EVALUATIONS td6in) "
WERE SOLRHERN PINE;ASTTJ'Coo CONCRETE WzoRRY .A C E.SHEETS ,+
UNITS AND,CONCRETEWRHMIN.KSI PERANCHORTYPE. SHEETS SHEETS BUCK SH T I' SHEETT 9G' MSHEETS O, HETT9
:d)AL,w000SumLEwrHANi-IIL`THICKARETOBE I HEIGHT •� I ,BUCK ! I et
CONSIDERED ix u4srAaATIoNS.1X Wo0DsumARE 1 tt HEIGHT T
'OPTIONAL IF.LMTT ISMISTALLED DIRECTLYTO SUB.+g MTE. - -- —_— -92.1/4- .�—t. --_--- I / 93V4`' WITH SPACERS D MOVED
,
WOOD SUCKS DEPICTED AS 2XARE.T1rATHICK OR- 1 :Ir MAX. VISIBLE 12-,NAX. I SS7/4- �, WITH SPACER§BMOVED PARTS.
:GREATER.IXAND2X BUCKS(WHEN USED)SH IL OF •D:C: I LIGHT O:C I. LICHT
DESIGNED.TD PROPERLYTRANSFER LOADS TO THE HEIGHT LIGHT O.C. / HMGHr.
STRUCTURE.WOO DBUCKOESIGN AND INSrAUAftONIS, / HEIGHT957
WERFSP.ONSIBILTTYOFT}MENGNME ,(ECM'CR. I / 71PTo I I / I / BUCK Ul co Y M
,ARCHTTECr OF,.RECORO.(AOR)• TP ! I, HEIGHT > c�
-S)ANCHOREMBEDUMrrTOBASEMATERIALSHALLBE, HEIGHT to
OO .
'BEYONDWALLDRESSING.ORSTUCCO.USE ANCHORS OF, 1 }ti v om w
-SUFFICrWEMBEDMENT'NARROWJONT-.SE&LWr18U 'I .i I t O,� N <O X co
CN AWFOLIR COfiNERSOFTHEFflV;E:)NSTAL;(TION, -
ANCHORS SHOULD BESEALWOVERALL i p_ .a) o Z n
SEALING/FlASHNGSTRATEGY FOR WATERRESBTANCE OF 5-� �B_y{ �-12-MAX.O.C. _I j �D-+i J---12'MAX O.C. F;SHEEr� Z•tL ^ =� vo .C]
INSrAULATI0N SHALL BE DONE BYOTWERS'ANO)SBEYOND .MAX SHEETS. MAX StHF •7 Z-.pgA7C H,SH�T9 =Ul W
THESCOPEOFTHESEINSTRUQHONS: I U O X N o 0
Y I &•MAX O.C:
rgn1AX.114;rUZAREREQUMMAT.EACHANCHOR TYP JFLANGED FRAME'- TYP.EQUAL-LEG FRAME TYP:FIN FRAME'ELEVAT(ON � m p =M10
•LOCAT1DNwHERE7HEP.RODUCTiS-NOTFl115HT0THE EI:EVATION:RES7ED'UNI7). ELEVATION(fESTED UNIT1 (TESTED UNfT1' o 05 Q z o
SUBSTRATE,USESHIMSCAPABLEOFTRAN$FERRRSG Z
APPLIED LOADS.WOOD WCKS;"RY0THEM. MUSTB2
> p
SUFFlGENTLYANCH0IRED TTS RE56Tl0ADStMPOSE00N '_ FIGURE I: 1AW
THEMBYTHEW)NDOW. GUMETOSHEEM 12.O,C. SHAPES AS SHOWN BELOW OR SIMILAR:MAY„BE USED BY INSCRIBING THE SHAPE INASLOCK.
- .MAX. � AND OBTAINING DESIGN PRESSURES'FORIHAT BLOC KS¢E FROM THE ON SHEETS2S. m W� Lu ;aauS
T)DESIGW PRESSURE$ +GENERALNOTES_- I, d ANCHOR SPACING TO BE 6^MAX FROM CORNERSAND 17 O.r.MAX FOR ALL CURVED FRAME 0"� Z
A NEGATLVEOESIGN LOADSBASED ONSTRUG7URAUCYCLE 1LEVASTONS 'I' � "\ MEMSERS,SEE FIGURE I;THIS SHEET.
TwPRESSURE,FRRMEANALYSISANDALASs.PER'ASiM .GLAZING DErVLS 2-5
E1300. - +DESIGN PRESSU REc 2S 12'O.C. O O
A POSITIVE DESIGNLOADS:BASER ONWATERTEST "INSTALLATION.FLANGE•-._ 0 MAX.. / F—W i f-WIDTH'�{ 'I—WIDTH�1 F WIDTH--1 a Z
PRESSURE STRUCRJRAU CYOLE TE5T PRESSURE.FRAME INSTALLATION,EQUAL-LEG—7 / {r——— Ell r 1�- -I ? -I
'ANALYSIS AND.GLASS PERASTM E1300: 'INSTALLArxn INT.FIN A..—.8 tl � OW
NSTALLATIOK DVG FN e :9 -t< n �j y .E r o w
S)THEANCHCMGEMETHODSSHOWNI'IAVEBEFN .CORNERASSEMBLY�-._.-�10 = Y 'I:= !/ o' !/ X wOEMGNEOTORESISTTNEWWWADSCOPJMPONDLVG- EXJRUSiONPROFi'F� _71 I i =,I =7O,THE REQUIRED DESIGN PRESSURE.THE 93-irJ7.STRESS- PART"LIST. 11NA7C I. 11IILLC7
INCREASE HASNOT BEF2J:l15FJ]IN7HEOESIGN DPIHIS .LL .J 1L— —J opy oca
,RODUCT.THE I.B WAD DURATION FACTOR WASUSED FOR F---wroTH `t '"• 0"�+"s
THE EVALUATIONOFANCHORS INrO WOOD.ANCHCRSMW TABLE I: `�j �WIDI})�. f•'
COMEIHTOCONTACT`tMTHOTHERDLS6(MRJIRMATETZfALS TM Dqc from
��1
SHALL MEETTHE REQUIREMENTS OF.THE FLORIDA' p y tr .t�I .I, `r. UCct✓
'BUILDING CODE FOR fX)RROSIDNRESISTANCE -i 7/7Q;lmil 6•M-:OSO'P1B-3r1dH5), 2 .o Y i3 / 0 u�,� r iVo. -•'�'`
2 1118'LeIN -: S-.090•PVB•3r16'Hs' 2 =11 l` I I S11 - Sd�DS •:
.4REFERENCES;TESTREPORTSiTL.3835-3tL4067212; 3 •1418•L MLF. lF-T-T110'AIt•3116'M-.090'PV8-3716tHS
ELCO ULTRACONNOA:EW0,CREMT=NOALANSVAF6PA s 1.yll�UnLpCiryB'T-711GAk-3118'hCs-.090'-PVB-311GH5 3
NDS FOR WOOD�CONTI RUCTION AND ALl1M1NUM DES)G7J'
MANUAL S 7116'Lmll 16:M-:090'SG-3116-M 4 I"�—WIDTH•----j I"- WIOIH I+-WIDTH
8 7M8'Lami Sc
A. 7�----- , Tr T'A� -
io T — i 'ATc OF !(�)THE7205ER)ESUsESAP iWtR.AY[3iTHEB20 7 1•U78'LamLIG B'T-7110-Au-3n6' --SERIES.USESANSGINTERLAYER•Tw?2oANR�B20SERIES. 3 1-0H8' IG(Y76'TMAYALSOSEREFERRED'ASSHE701SERES •SG'=IWRAkkY,"SENTRYGLASINMRLAYUr BYKURARAYATAENCq INC. I .L A:LYNN MILLER,P.E
PFS Svcs
.sml slQo IN _ -1 STmo ,SMiIS i(hy - - i.
tNnNluNNAw S8 ffAAwwttt uu pNF m �YL��&�E�YI9S�ffiS�SFdw' NCI
(qmry�/�p NW e'bV,P� O O+NOpoW Atln pm
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•.. 1070 TECHNOLOGY DRIVE Ra c RevR Rave zti yak
N.VENICE,FL34276
p P.O.BOX.1529
9 o NOKOMIS,FL 34274
cegr.oFnum.esozoa (941)-4804600 g
FIXED WINDOW INSTALLATION GUIDELINES 8 412113.
7
DESIGN PRESSURE TABLES 1 4 J ROSOWSKI
PW-720 % NTS 2 OF 11 X9 MD-720•820.1
a
,7 A ,
,4.,
TABLE4:
Window Design Pressum(41;pst).for Glass Typrs 2&4
L0M Iee(in)
677/0 1 72 76 1 HO 34 86 .02 96 100. 104 1 7 12 112 1 110 120 124 120 132 135 140 W
30 14-80 1 H-W +/80 +180 .180 +1.80 +180 +180 +180 +/80 I +i-w +1.80 1 +/.80 +/80 +/W +180 H80 +/-W +/.8D +f.80
32 H80 1 +1-50 +1-80 +1-e0 +I-all +180 44.80 +/80 +1-80 +1-80 N-00 +.80 +1.80 M$7 71-w 1.00 41-ED a1-80
34 +180 +1.a0 -AW *!-d0 +180 +I80 +180 +180 +180 +/80 180 Tu H410 +180 /80 H80 +/-13(1 pRODDCTRS=ED
36 +1 D H-80 H80 +180 +1-00 +/80. .-80 +780 +18D +180 H80 H-e0 +I80 +I80 r180 +180 —vtys�.41h me Mall&
38 +J80 41-80 +/.80 +180 +JBD +180 +180 +180 +180 +180 +180 +180 +1.80 N80 DeOd-ayCude
40• H80 +/80 +/80 +f8p N +180 +180 +180 +/80 +! +f80 +180 ltccptffim c -A-
42 H.80 +J-M +80 +A80 H.80 +180 N-8D +A80. +1.80 +180 +180
+4 +1.80 +1.80 +180 +1.80 +1 +J80 +180 +180 +I80 +180
66' +/80 H80 H80 +180 +180 +180 +/80 +180 +180 Ev
48 +I80 +I80 +780 +1-80 +1-aD rI80 N.dlt +80 �Trsnl pm
r° 50 H +180 +f80 •180 +f80 +F80 +/80
52 +I80 /80 +F80: +180 H80 +1-79.1 -(
54 +(80 H80. +1-m H80 +78,0
5B +180 +1M +180 "A
a
5a +i8D +180• 'H80
60 +1.80 +1-M
82 +180 :+180,
64 +180 +1.80: ¢`
66 +180
87 71B +180 t`I v m
NOTES: j a '�-y
1)BUCK DIMENSIONS,SHOWN.FOR FLANGED WINDOWS,SUBTRACT I-FROM THEMP•T0.l1P DIMENSIONTO DEMMINE7HE BUCK OWENSION.
2)FORSRESNOTSHOMROUND UPTOTHENSCrANAILABLE SHORT ORLONGDIMENSION. CI c C
3)FOR ARCHRECIURALWINOOWS,FIND THE.SMALI.ES mDOW 30'EINTHETABLE'ABOWVMCHTHE CVERALL DIMENSIONS COMPLEmLYF1'TYATHIN. �• o1c° O N
N It a
O I N�{ o Z 4 t`
VU X� d n
1-1/1TNOLL-}�—�-{ TABLE OIMMSIONS MAY BE —T}- p t$if m C 'CD �•'"°
7116-LAMINATED G �K I ,�1 L.�71161 LAMINATED OFUENIEO VERTICALLY OR I o d p O N
GLASS STACK ^} I I - GL1SS syggC HORIZON>•ALLYAS SHOWN, r Z a:Z .. y
1 'w cL
M W HEATSTRENGTHENED GLASS m
.09D-PVB INTERLAYER 3hIC 7'EMPERW GLF56 3l76`HEAT STRENGTHENED GLASS SIDE 1 F C
3MMEA7 LONG SIDE
51RENGTHENEDGLASS 7116-AIRSPACE ,090-PVS IKIERLAYER
- 3d6-HEA7 STRENGTHENED GLILSS -�-- 6) H y I31SHO
11 7 y
5
USEDATCV6VED 4 11 USED AT CURVED' SIDE = pQ W Z
FRWE'MEMBERSONLY yy I SHORT < 0 a aws
29 518' FRAME MEMBERS ONLY 29 5/8- -I-- --4 SIDE m
( i1-TJ8'0,0.MAX. GLASS SITE .�11-7/E-O.C.MAX, GLASS BITE
1-3
EXTERIOR EXTERIOR I �-.—LONG SIDE --«-� cl X W 0.d
a (j
20 13', �] n 21 13 �
GLASS TYPE 2 GLASS TYPE G SHORT
SlOE y LODNG .
+ SiIE
SHORT
SDE
A.LYNN 1ALLEFL p.E
P.E•A 587a5
H `.
TABLE 5: • '
Window Design Piessure(+/.,psgforGiass'type S
LOIlg9tle 0n) 7tle'LAMtNATED L.._.
-57.7J8 1 72 .70 80 8+ Ba SF s6 1 1D4 109-12 CLASS STACK I
30 +W-125.4 +90177A tw-113.5 +9(Y�11.5 +90J-1LSS +901-108 •907.504.5 +SW-IM5 •9d-1026-+901-100.7 +W97.9
32 +BOt-1169'4W-lt&6.+ .1=3 +90T101:6 +9019a.T +90l13&7 +SDI- 3 •90690.6 +9N•903 +1$9.9 +/419 *3'1
9,, ERIAYER
34 +W-1089 4901.103 +80! 8 +90'9&7 +'_Of91.8 -J.682 +1.64.4 +1- ;71- N-79.8 +l79,4 t4NEALED GLASS
35 -S0J.102.8 +90t677 +SN•925. N•®.9 t1.8i5 +/$26 N-79.7 +1-77.2 tJ75.1 •1-73.d 11.72E 3/16`ANNEAL
38 •901.98:4 +9NS22 +l-88.7 N4II.2 +!$0.7 +17&1 *W52 +1--725 +1-193 tl4i&5 +T66.3 PRODUCE RS1i?Se"D
40 +90+51.6 H$&2 +f.826 +l79.8 +l]7. +1.7a3 •1-T1.3 +1$79 +f41&1 H•61.i +! S, d42 +g01•57,3 +/.8L7 +!$D.7! N•77.4 N74.J H-7t3 +T8&2 N•64.7 +1$1.6 +J5A3 +l 512 44 •1-8&3 l.SL4 rl78.9: N•70.4 +1-121 +1-08.9 +1.660 H-022- +159.7 +157.6 USEDATCURVE46 l•&54 +1.W.B r177.2' +l•73.6. +1.7D.1 t1.�.8 -1-616 +f-603 •!-57.7 FRAME MEMBERS ONLY 2948 +1$27 "+179:3 +1.7&8 +J71.9 +I-m3 v1.64.9 +1-61.5 N•682 011.71B-O.CMAX. 6RE so •J$0,9 .1- ,5 H•741 N•TJ3 +f-0&7 +A&41 +159.7 �- LONG910c.52 H-71 +17&fl 7i:7 4 rf•688 N$&1 +1-61.5 TS4 J-77.d +!•7i6 +1.706 +157.3 +1E13 EXTERIORSHORT$6 H•7S8 72 +F68,6 +!•05.3 SIDE [::�
5a 7.74E N743 •1.66, 3 a
60 +1-72 +1$6.7 +1$5 GLASS TYPE 5 a
RE +TILE +147.1
Ba +T6&T
65 +J$63 +u•
67-718 1 /.a7 1 -�-• LONGS70E�� a
NOTES: +
1)HUCK DIMENSIONS SHOWN.FOR'FLANGED WINDOWS,.SUBTRACT I'FROM.7HETIP•T(3-TIP DIMENSION TO DETERMINETHE SUCK DIMENSION. SHORT LU a1
2)FPRSl2E.S NOT SHOWN,ROUND UP TD7HENEX7AVAtLABLE.SHORTOR LONG DIMENSION; SIDE ? a 'mod
3TFOR ARCHnCT.URACWINDOWS.FIND THE SMAIAPST WINDOW SIZE IN 7HETABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. y x
6)THIS SHEET AFPU5S.ONCY.TO FLANGE AND EQUAL-LEG WINDOWS:DO NOTUSEWTTH FIN-FRAMED WINDOWS, J_.. L7at
c `-
N M1 >mu at
TABLE DIMENSIONS MAY BE Q M v y o
ORIEME!_D VERTrCALLLY aR p.� m" z
HORIZONTALLY AS SHOWN. Z 1't- La LL Q
rLU
TABLES: to
LU V XO n g
Window Design Pressure(+/.,psf)for Glass Type 7 b a c�u DO
L=gs100Tnl c'
07-718 72 78 80 64 8fl 92 98 100 104 109.112 1 r 4 O
zm +9Df-130 +901-t ♦60'-130 +9a1.126 +90T-1278 +s01�19.6 +9N.11&7 +SW.117 +90•-11&8 +W. t-1176'NOM. }- W LL
112.7 .9N•109.9 GLASS STACK --� O
32 +9a]30 +9'-12i7 +90TSS89 +90'•714.8 +.�I•SSLS +S01-11310 .+901-104,0 + 1-10L4 +901-f02 +9N-linA +90'-99,7 I 6LA55S7ACK� DO
34 +901.-a&1' +99-11&4 -W-111:T +SO'-107.5 +90f t03.6 +9D199,7 95.3 +9WjmT v9N -g0 I.E.6 <L F-
36 +901-118 +9fY•1038 +901.104.6 +90-LOOS +9N•956" +90F43.3 +J-W r!•&7.3 N.J4.9. +J.&23 M$1.2 �7s �Gam' SHORT a f j W 7.vus
3MG-TEMPERED GLASS S90E 9 a
38 +9N•111.2 +901.1042 +BW.97.9 •Sof-% 4901-91.1 +1.8&2 N4349 +J-81S +1.79,4 •1-76.4 N•74.3 ?
3MU"ANNEALED GLASS _
40 +90/-10&9 +97A4,8 +90l934 +9790.1 l$7.2 +1-54 H$0.5 +1.78.T +J35• +.70.9 H$9 TILT AtRSPACc Imo"
42 +901.1D32 +901 7 +901.9L2 +1.87.4 +144 +1$06 1-77 +I.73, W69.6 Tg r7 .2 .090'SG INTERLAYEJ2 O W Z
E 44 +90/99,7 +90'499.7 r.89: +1.65.2 iJ$l.d +1•T78 +l.4.7 +/-RL3 N -S +f$1.9 11 ulvs .
48 •9d-9&5 +90'A1.3 *1.87.2 .+!-&1.2 +J792 -WU +l-1,7 r1.8&7 +/-0,5.7
48 +90'•635 +J-89.8 i +1.8&4 +1$1.2 44-772 +/733 +1.695 +1.658 5 0 'y z N N
C $0 +90'-9t:4. +/$7.6 +!•83.T +F79.i +f•7.3 y-7t3 +A87.5 USEDAT CURVED LONGSIDE n 0 rm
$ 52 •1$94 41 +!$1.8 +/77-F +1-73.5 +1.865 FRAME MEMBERS ONLY 29 518- v [L
m 54 +/-873 m;l H-79.6 +1.76 +f718 '911.718.O.C.MAIL GLASS BITE I tr Lti n D-O•,
58 +1$&8 +1$1.4 +1.77.5 +173.8 1.3 0 aus
58 -+1- 8. .!•79.4 •!7 4
60 7821 I-ns EXTERIOR
fit +1•8D.4 +1758 /�
64 +F7&8 +/-4 mil", ' 21 1& _ I SHORT 1�
65 +1• 2 SIDE
s�na. .raa9 GLASS TYPE 7
N07ES:
1)SUCK-DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT I-FROM THE TIP-TO-MP DIMENSION TO DETERMINE7HE BUCK DIMENSION. -
2)FOR NOTSHOWN,ROUND.UP TO THE NEXTAVAn ABLE SHORT OR LONG DIMENSION.
3�J FOR ARCHRECNWV:WINDOWS,RNO THE SMAI.LESTWINDOW SIZE INTHETABMA3OVE WHICHTKOV'RALL DIMENSIONS COMPLETELY Frr WITHIN. �f�•
4)THIS SHEEYAPPLIES.ONLY TO FLANGE-AND EQUAL tEG W94DOWS'DO'NOTLJSE WITH RN-FRAMED WINDOWS. .,
A.LYNN MILLER,P.6,
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r P.O,BOX 1629
NOKOMIS,FL 34274 � •
Nz CERT.0FAUTH.J20200 (941)•480-1600 011
FIXED WINDOW INSTALLATION GUIDELINES $ d112/13 i m
v b� t3
)" DESIGN PRESSURE TABLES 4 eo'J ROSOWSIQ
y PW-t)20 NTS G 5 OF 11 MO-720.020,1 B �� f
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2x WIJOOBUCKSTRIP INSTALLATION ALlJIT(ON.EDGE. ORFRAMING�SEE •, [3d019MFJYi
�. DISTi1Nt> ramm'NISSHEET TYPE C -TYPE.B
INSTALLfLTIOIV. EMBEDMENT 1XwoODBUCKSTR1P. —�
SEE NOTE 2,'.THIS SHEIFr
TYPE A ' � Tr4•MAx .
IN
EMBEOMENi .� SHIM,
I 1 TYP.ANCHORTYPE,EMBEOMENTAND EDGE 8 Ir �•i EDGE DISTANCE PER SUBSTRATE DISTANCE �PROD(1LT RcV)5.� ry
11 EDGE ~-- B SEE TABLES,THIS SHEET 8Ilt)� v''b�Fl°Hu
DISTAN(D: [�o'a6ZG1.1 Q- it
tra'eWx r Die 1�
e
.�.1,. SHIM 1
4. '
.TYP:ANCNORTYPE. h�f'rom'Drde P.•otuctO�o
EMBEOMENTANDEOGE '
Al DISTANCEPERSUBSTRATE e
SEEYABLE9.7HIssHEET _ >
' •' 11 �`
USEDATCURVED EXT=_RIOR - m
29-FRAME MEMBERS ONLY - •• .•.. u
(D il-TAfi'O.Q,'MAX. CONCRl:TE/CMU 4� b
PERIWCHOR �� VISISLEUGHTWICTH=
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mW SUCKWIDTH CONCRETEAM toat
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.BUCK RE-0UlAERlENT
H° a ua•MAxsnIM�' HORIZONTAL SECTION A-A n Q
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TP-TO-TIP O�. (V 0:
WIIIDOW "IT2STEEL �. W c�v
HEIGHT VISIBLE SEtF•DRIWNG$MS 7AetF(t CY liIr
t• +a O
UGNT '(G51 SEETABLE a„
IA7ti 0 THIS S}1EET + Aneter Sub3V= Ohtalua Maz O,C LU x N o p
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BUCK' + .P.T.Sou(tem Plnu(S�OS�ry' YA70'
HEIGHT" INSTALLATION :t2or:+e47tlsss�rw A"�!^um soslTsmov Dom 1x n'> p p Z
23r4' 'A30 Stec! w 0.083'.•_ 7r Z.d z O �^
METHOD D Steel Swt:Gay 33 MIN are O OaS l I Go• 1r `� U
'IWrALLARONANCHOR P.T.SoutwMPI (S gnu I-w- Tr O
UNDERNEFTNTHE AUtenlnur.1.808}TBInU ZIW 0,t16T.• 1r -�-� Z O
BEADING• 012 w.la Sleet Serer(G6]. A3o Steel 316' 0.080•• 1rFQ-
'� m— S(oC5tu7.6r.33 mIR S+8' O.O4y f7e GU• 1Y p Z
�y Ungr�u=CMMTM C-70) 2-712'. 1-114•' 7r
MIAMIAADEAPPROVED MILLION 11Ce10 SS CreIeFleY Coneioro.(mh 3.S6,kkt)._ T'. 1+1Ja- ,tr < .
..(BEE SEPF3(ATE NOA),ALUMINUM. ow--reto(atim. Kc8 T 1a/r. tr. C O F' Z
C21B. STEEL FRAMING OR STi ELSTUD, Contaoto(MU�ZI15i fl 2.V2 1;318-- it C O O 'was
'SEE SUBSTRATE PROPERTIES, tWSte-I.0 c.n u, _Z Z
TABLE SMiIS SHEET UnOmWlU CAM1U.IASTM 080) 2-V2 .1-11a• IT O ?�. W N N
E, �1/4'1=SICM c'muma CMU.(ASTM(:90• Z-V2• 73Ia• 1r- C9 t.c0
SIiC Steel Ulu cm 'tbeemmf 7.81dO• 7-V4- .1.1rC 1r LU Z �3
GroBtee CMU. C901• 2+IA2• 1Ara• 1T X
WN.OF 3 THREAOS SEYONDTHE METKBUBS)RATE LL a s
� Tp 1XWOOD•BUCKSTRIP, '1f1
IN. .SEE NOTE 2.THISST(EET
-CONCRETE FER
EMBEDMENT _ ANCHOR INSTALLATION NOTES: r•• _ .
• .,. �••••• .. •.REQUIREMENT
1.USE ONLYANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT MO EDGE DISTANCE LIMITS.
.I, -•�•' 2.WOOD BUCKS OEPICTED ON THIS SHEET AS-1X•,ARE SUCKS WHOSETOTAL11ilMESS IS LESSTHAN;-12'.1XWDOO.SUCKSARE
INSTALEA IOLI,?��—OtSEDGE TANCE TYP.ANCHOR TYPE.EMBEOMFM OFrnONALIF UNTrCN BE INSTALLED DIRECTLYTO SOLID CONCRETE.WOOD SLICKS DEPICTED AS.=ARE 141rl"CK ORW.EATM
TYPE B' -AND:EDGE DISTANNCE PER INSTALLATIONTO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEER�.BY.(DTHSTS OR AS APPROVED.BYAUTHOR(TYHAVING
SUBSTRA7E.WrA2LE&'THIS SHEET JURISDICTION.
VEFMCAL SECTON B-B
3.FOR ATTACHIAENT TO IdI7TAL•THE STRUCTURAI,MEMBER SHALL BEOFA512ETO,PROVIDE FULLSUP?OR770 T1jEWANf)(WJ FRAME. '
4.IFAPFUCABL.E,LOWER DESIGN PRESSURE FROM ERHER.WWDOW OR MULLION NOAAPPUES TO WHOLE SYSTEM. A LyNt,(FASyER;.P.E
P .468705
ry
2xrrooD BUCKSTRIP INSTALLATION INSTALLATION
EDGE OR FRAMING.SEE TYPE G TYPE F
DISTANCE --r NOTE2,THIS SHEET TX WOODI3UCKSTRIP, I 1 �,r,
EMBEDMENT SEE NOTE2,7HIS SHEET i
INST A�.I^AT10N 'I +` SHIM TYP.ANCNORTYPF-agEDMENTANO EDGE
TYPES >� EMHEDMFM EDGE DISTANCEPERSUBSTRATE, F=WCPRG�/i5F-D
t J� SEb TAHLE9,THISSHEET OtSTi CE W" �
Hu�Ta����o-O!o C3.
DISTANCE ,
� �7Ja•),IAX - 2 BY
�y 2: SHIM of
4 TYP.ANCHORTt'PE. ..
EMBEOMIEN'TANDEDGE
T 11 DISTANCE PER SUBSTRATE,
EMTAB(.EH.TKSSHEET FXTERIO
4
EXTERIOR 29 LFRAME MEMBERS ONLY 1'• `7 V151BLE LIGHT'MDTH=
'Q 117/B'0.6,MAX CONCRETElCMU I Imo` MNDOWWCKWOTH-2-W .
PER ANCHOR WINDO dBUCKWIDTH `. •' a'
REQUI m
REI4ENf `v
` CONCRETE/CMU U] m
vnNDDw HORIZONTAL SECTION C-C REDRuMer r x
BUCK IT 0
HEIGHT- 114*MAX.SHIM N
y C
S925TEEL e a to N
SELF•DRIWNGSMS
VISIBLE (G5-SESTABLE% TABLE9: T U emu• w nn n g
L1SK THIS SHEEP MM.Hdm Max O.G dJ
HEIGHT. Ana1»r Subc(rato Min.EmEadmant V U X— o D
Wtlaneo SDac1sLT tLL
WINDOW .T.SOTdMm ne(S 35) vir I-we, 17 1- �b C9 36I0
BUCK AMnNtan:6063-TSmin. .OIB' OA83'• 1T'
HEIGHT- ;:T2or-16470 SS Setew ggg31101 316" O.tX.1 '1Z' .�-Z bZ O
2.3ra INS �I�H ON , Steol Snm,Gr.al m n WIF tED4Y laza)' 12• F= zO LL
p.7.SolIIMtn Pine(SGe03� Rf16 I-wr TT
7CTEAIDF! d12 or.�.145teel5erow CGSJ N�InI•�T'Mm. WY 0.063'" I2
A56 Steel 37H• 0.1`,83•• tT Imo-
87aa1 Slid.GJ.3 min. 3/15• 0.045 C18 p)• TT `O Cn NovS
a 410 SS OletefleY Wwrouted CMU.(ASTM C&0) 2•V2' 1-114, TT 4 !t y
'MIAMFOADEAPpR01rFA MULLION U' Co�urale lmin,3�5 kap 1' 141K' TT C) Z Z
` 21 (SEE SSPERMTE NOAI,ALUMNUM, Canetesa mIM1 2C5 ksn 1` I've12• t] spx�
1, 8 57EA.FRAMR4G ORSTE£LSTUD. Con=tc(MIX 2.E5 Nan 2•t12• tare
SEE SUBSTRATE PROPERY)E5. 1/C Hteo7(RtmWn tlnemWdCM11.(ASTM G80) 2-1�" 1t4' 12 O ?�
TABLE9,THISSHEET •_7
G7oWD4 CMU.(ASTM D80) 2•V2' 1.57a• 1T Y r`
S r1RT'N�UCSWM• STt6•Steal Ullmeon rAM-IeOndn.331n0 1-V4' 1.3r4 72 vi � 3 �3i
_...1L Gted:e0 CMU.ASTT4 CJSC 2.112 1a1 r 12' O
--•••(((�-- •MIN.OF 3 THREADS BEYOND THE MIETALS RA7E.
tX WOOD SUCK5TRIP.
UBST 4;)1 �ro0 sow
} .
I SEE NOTE2.THIS SHEET
• CONCRETE PER. .
EMBEDMENT •. ANCHOR 1NSTAlLlSRON NOTES .
REQUIREMENT
d 1.USE ONLY.ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENTANO EDGE DISTANCEIIMT(S. •• ,
• - 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1)V,ARE BUCKS WHOSETDTALTHIC*=IS LFSS7HAN 1112'.1XW000 BUCKS ARE
INSTALLATION TY''ANCHOR TYPE EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED➢7RECTLYTO SOLD CONCRMF-V OD SUCKS OMMIED ASZ Me11 Pr T110KOR GREATER-
DISTANCEC/ 6 r�4lb;
EDGE AND EDGE DfSTANCEPER INSTALLATION TO THE SUBSTRATE OF WOOD SUCKSTO Be ENG7NEERm BY OTHERS OR AS APPROVED HYAUTHORTTY HAVING !
SUIBSTAATE,SEETAELE B,THISSHEET dURWICTON.
VERTICAL SECTION D-D 3.FOR ATTACHMENTTO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULLSUPPORTTO THE WINDOW FRAME
4.IF APPLICABLE LOWER DESIGN PRESSURE FROM ETIHEAWINDOWORMULL(ON NOAAPP(1ESTO tMm SYSTEM. ALYNNHALER,P.fi
?.EY,1M705
P.
TrF,A1vcHORTYPE, 2X WOoa sH1CKSTRIP
OR FRAMING,SEE INSTALiAT10N INSTALLATION
EMBEDMEN7 AND EDGE EMBEDMENT NOTE2,TiiISSHEET' TYPE) TYPE
DISTANCE PER SUBSTRATE:
SEETABLES0,TIIS SHEET EDGE
DISTANCE
EDGE. ,DISTANCE _ 1A4'MAX EDGEDISTANCE —+-�
SHIM
1]VSTALLATION Ca... PRO➢TIyinwkISED
IYpE I 2X WOOD BUCKSTRIP $7T WOODpuwI";,Sm m it ftY+n8��Flttida
ORFRA7.11NG,SEE I Dvild'mg CoCe
OR FRAMING,SEE NOTE2,THISSHEET A Coep=M- 1.6 Z [o
NOTE-4THISSHREr T1:rte 1
114'MAX TYP.ANCNORTYPE,EMBFDMENTAND
S SHIM EDGE DISTANCE PER SUBSTRATE. Mivn1 t>re4ei
S. SEETABLE 10,THIS SHEET
4
UNISEDMENT' } .
11 I 3 EMBEDMENT
!I 1
USEDA7GURVEO
EXTERIOR 29 FRAME ME419mis ONLY L
(�1170 O.G KAX.
EXTERIOR
M p m
I4 71 Suj a (n •noa
WINDOW I VISIBLE LIGHTWIDTH= ix
`r p
BUCK ff--" WSNDOWBUCKVADT{-2.314^ 0 to 0
HEIGHT 1A4•MAXSHIM WINDOW BUCWIDTH�•�'— ti d' oloa O N
K U N m
Om LNtl N
VISIBLE ]rISTA]-t-AT1oN HORIZONTAL SECTION E-E z� e u � z
LIGHT TYPE L Up_ 2
z yr X—m � 2
HEIGHT- }'Z ED O O :Ida
U1
WINDOW
w 10 STEEL > 0 .a 2 --
HEIGHT- 'SELF➢RILLNNG WAS z 0.z O
27T4- (Gs.SEETABLE 1V. 0
THIS SHEET TAEis 10:
Mkt Etlae MtIX.O.C. Co
Amhor Sulr�4ete 11'steMt. S c 74—
r»v5
2-1A2"X.113".Bo%.N94 P.T,SaINIm Pine 2!i 518. S 0 •°'•r to2-11T K,t31°Gomman Nett P.7.Saufhcm P e Gam. 318" S
2-1/2"x.14S Rcolm Nd{ 'P,T.SdTIhmI P[ne G=0.65 3A8" S O 4
21 te'YfE P.T.SwUlem Pine G�0•S5 t2^ S.
o -roag
S 2X WOOD SUCKSTRIP RIOR R 4093•Ahanwim.C453-TB min, 5T1s s y,• Z 4.
OR FRAMING"SEE «10X t•slmisavtr 1116*A33 Steel 511 S•
NOTE2,THlSSHEET O.DW I8Ga SlaelSlW.�C.r.33 STIG, •5
U.)$ �i14'MAkSHIjd MIAMI.OADE APPROVED MULLION •MIN.Or 3 THREADS BEYOND THE METALSUB5TRATF- c*ai W Z ~�
�— I3EE SEPERATH NOI),AIUMINUM, X
STEEL FRAMINO OR STEEL MO.
SEE SUBSTRATE PROPERTIES. "ri1 �saws
INSTALLATION TABLE 10 THIS SHEET
TYPE J EDGE aISTANCE
Y .�JST,tSATN[r1 NOTES: .
TYP,ANCHOR"TYPE,MW=IV FNP 1,USE ONLY ANCHORS LISTED ON THIS SHEET,FOLLOW EMBEOMENTAND EDGE DISTANCE'LIMITS, _
�•+—EMBEDMENT ANUEDGE.DISTANCEPER
SUSSTRATE.SEETABLE 10,THIS SHEET 2-WOOD BUCKS DEPICTED ON THIS SHEETAS'IV.ARE 33UCXSVA40SETDTAL'HHICKNEM'S LESSTHANt•1LT•.SX W 00D BDGICSARE
OPT70NALIF UNIT CAN BE INSTALLED DIRECTLYTO SOLID CONCREEM WOODBUCKSDEPNCTED'AS"=ARE A-IWTNICKOR'GFIL ER. v- O �1� •"'
ININSTALLATION TOTHESUBSTWITEOpwCoD BUCKSTO BE'ENGINEEREDBYOTHERSORASAPPROVED BYAL HORt1YHANNG
V.ERT[CAL'SECT[ON F-1✓
3,FOR ATTACHMENTTO METAL:THE STRUCTURAL MEMBER SHALL Sr OF A SCLETO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. •'
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM ERHER WINDOW ORMULLION NOA APPLIES TO WHOLE SYSTEM• a.LYNN MILLER P•E.
P.FS saroS
Or
KSTRP
2X WOOD B ,SES
EDGE OR FRAMING,SEE
INSTALLATION TYP2 M INSTALLATION EMBmMENT'
DISTANCE 'NOTE•2,THIS SHEET
INSTALLATION TYPE M g�FORTHIs INSTALLAnON TYPE N
EMBEDMENT {Y��METHOD MY, ,
FOR THIS INSTAL1ATtON 114,MAX ANCHORSMAYSCHO
METHOD ONLY, O MORE TITAN B'O.C.
ANCHORS MAY BE NO ,EMBEDMENT` n M iX W00D BUCrzmP.w2 ,' PRODUCTT.EVISED
O MORE THAN 6.O.C. !. U 2X WOOD BUCKSTRIP NOTE2,THISSHEET r�camPlY�eg'+�b 't�'a=
OR FRAMING,SEE ?�
NOTE 2.THIS SHEET � I�e-OCo'L �G
�1/4'MAX TM ANCHOR TYPE,51MEDMENTAND 1
3 SHIM 4 EDGEO(STANCEPERSUBSTRATE. DY
4 TM ANCHORTYPE, I 6 SEETABLE I I.THIS SHEET
EMBEDMENTAND EDGE ( }
T� DISTANCE PER SUBSTRATE
I 11 SEE TABLE II,THIS SHEET , 3 e
USED.ATCURVED �� O I m
EXTERIOR 79 FRAME MEMBERS ONLY DISTANCE
T—' DISTANCE T
T CA RANG fOMU I Il i —
PFRANCHOR
W7NCOlN REQVIREMENr 4 CONCRETFJCMU W r,7 v ❑
11 PERANCHOR > w '•on
VISIBLE LIGHT.WIDTH e 5
SUCK - .114'MAX, t�-�--� RFAUIREMENT 0
HEIGHT, l WINDOW SUCK ❑ �. W� p N WINDOW BUCK VYlo1Ti 'EXTERIOR y
N W Q
63
vlstaLE HORIZONTAL SECTION G-G.
' N
ILI
INSTALLATION TYPE O y U. � ? uku0 p
LIGHT Uj .- �- III
HEIGHT. FGR7HISINSTALLATION O[) x22 c g
NANDOW. METHOD ONLY, TABLE11t to 2 m O ?
BUCK ANCHORS MAY BE NO LLt
HEIGHT- a MORE'(HAN 6.O.G Atshor Suoekek lXsWnm Mln.Eo+hcdauru b' � c> O O a. Z r
2+T14' P.T.SouOtem Plra(50+0.65) 716- I-wr e' r Z D,Z r
Y2S. II, $12w4I44IDSa Scwv Aw iturn E063-TS m 3mr 7063••- S• ¢ p
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SEETABLE II.THIS SHEET C=rde(m1n.2.85 •I• 1.1l4' 1r o F- NN
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.�'•� SEENOTE2,THISSHEET
• INSTALLATIONNOTES.
EMBEDMENT .
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EDGE INSTALLAT10N70 THE SUBSTRAT'e:OFW000 BUCKS TO BE ENGINEERED BYOTHBRS OR RS APPROtreD BY AVTHORRYHAVWG
DISTANCE JURISDICTION.
3.MR ATTACHMENT TO METAL-THE SMUCTURALMEMBER$HALL BEOFASIZETO PROVIDE FULL SUPPORTTO`7HE WINDOW FRAME ..
VERTICAL SECTION H-FI 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLMSTO WHOLE SYSTEM.
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10 70589C Gasket(at 9O'Domer)mMs) Polyethylene *4256,soM-rS
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75 Komrllarling 4SG TPS Spacer System
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78 Cardinal•)L Edge Spacer
FRERENCE TEST REPORTS,R7717,a96a& 9970
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