HomeMy WebLinkAboutProduct Approval (2) 3MIAMI- MUM-DAVE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOUR ES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE OA www.miamidagg.gov/economy
PGT Industries,Inc.
1070 Technology Drive 4
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules an regulations governing the use of construction
materials. The documentation submitted has been review d and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade Coun and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration. date ted below. The Miami Dade County Product
Control Section(In Miami--Dade County)and/or the AHJ areas other than Miami—Dade County)reserve
the right to have this product or material tested for quali assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer ill incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of ch product or material within their jurisdiction.
RER reserves the right to revoke this acceptance,if it is det rmined by Miami—Dade County Product Control
Section that this product or material fails to meet the requi ents of the applicable building code.
This product is approved as described herein, and has bee i designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.-
DESCRIPTION.-
one.DESCRIPTION: Series"SH-700"Aluminum Single Hu xg Winslow—L.M.I.
APPROVAL DOCUMENT: Drawing No.4040-20,titled"Alum_ Single Hung Window,Impact",sheets 1
through 11 of 11, dated 09/01/05, with revision G dated 6/06/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller,P.E., bearing the Miami-De 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 Nlissile Impact Resistant.
LABELING: Each unit shall bear a permanent label wi1h the manufacturer's name or Iogo, city, state,
model/series, and following statement: "Miami-Dade Coun Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a rene al application has been filed and there has been
_ no change in the applicable building code negatively affec ' g the performance of this product.
TERAIINATION of this NOA will occur after the expirati n 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 e words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in adve sing 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 pr vided to the user by the manufacturer or its
distributors and shall be available for inspection at the jobs' at the request of the Building Official.
This NOA revises NOA#16-0714.06 and consists of this pa e 1 and evidence pages E-1,E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Per z,P.E.
,ze NOA No.17-0630.08
M waoe t )UNTY /�O� Expiration Date: March 26,2021
• ' f, !� Approval Date: November 30,2017
((( Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: kVIDENCE SUBMCTTED
A. DRAWINGS
1. Manufacturer's die drawings and section .
(Submitted cinder NOA No. OS-1018.01 d 07-0322.06)
2. Drawing No 4040-20,titled"Alum. Single Hung Window, Impact",sheets 1 through
11 of 11,dated 09/01/05,with revision Q dated 06/06/17,prepared by manufacturer,
signed and sealed by Anthony Lynn Mill pr.P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test,-Loading per FBC,TAS 202-94
2)Large Missile Impact est per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and ' .ation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum s iding glass door,using: Kodispace 4SG TPS
spacer system,Durasee spacer system, uper Spacer®NXTrm spacer system and XL
EdgeTM spacer system at insulated glass, repared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, F -8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively,all si ed and sealed by Idalmis Ortega,P.E.
(Submitted under previous NOA No. 16- 714.06)
2. Test reports on: 1)Air Infiltration Test, r FBC,TAS 202-94
2)Uniform Static Air Pre sure 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 oading per FBC, TAS 203-94
6)Forced Entry Test,per BC 2411.3.2.1,TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fene station Testing Laboratory,Inc., Test
Report No. FTL-4957, dated 10/03/06, sid
ed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 07-0322.06)
3. Test reports on: 1)Air Infiltration Test, FBC,TAS 202-94
j ..2)Large Missile Impactst per FBC,TAS 201-94
3)Cyclic Wind Pressureading per FBC, TAS 203-94
along with marked-up drawings and insation diagram of an aluminum single hung
window, with fin frame, prepared bynestration Testing Laboratory, Inc., Test
Reports No.FTL-4958 and FTL-5063, ed 10/03/06 and 11/21/06,both signed and
sealed by Edmundo Largaespada,P.E.
(Submitted under NOA No. 07-0322.06)
'7Way.1m�,m 9,-,,
Manueler P.E.
Product Contr Ex finer
NOA No. -0630.08
Expiration Date: March 26,2021
Approval Date: November 30,2017
E-1
PGT Industries,Inc.
I
NOTICE OF ACCEPTANCE:EN IDENCE SUBMITTED
B. TESTS(coN rquE))
4. Test reports on: 1)Large MissileImpact est per FBC,TAS 201-94
2) Cyclic Wind Pxessure oading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test
i
Report No.FTL-4645,dated 08/11/05, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 05-1018.01
5. Test reports on: 1)Large Missile Impact est per FBC,TAS 201-94
2) Cyclic Wind Pressure oading per FBC,TAS 203-94
along with marked-up drawings and inst ation diagram of an aluminum single hung
window,with fin frame,prepared by Fen stration Testing Laboratory, Inc., Test
Reports No.FTL-4649 and FTL-4723,d ted 08/11/05 and 10/05/05 respectively,
both signed and sealed by Edmundo Larg aespada, P.E.
(Submitted under NOA No. 05-1018.01)
6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pr sure Test,Loading per FBC TAS 202-94
3) Water Resistance Test per FBC,TAS 202-94
..4) Small Missile Impact est per FBC,TAS 201-94
5) Cyclic Wind Pressure oading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fm frame,prepared by Fenc stration Testing Laboratory,Inc.,Test
Reports No.FTL-4647 and FTL-4650,dated 08/11/05,both signed and sealed by
Edmundo Largaespada, P.E.
(Submitted under NDA No. 05-1018.01)
7. Test reports on:.1)Uniform Static Air Pre 3sure 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
along with marked-up drawings and Inst a'on diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test
Reports No.FTL-4646 and FTL4648,dated 08/10/05 and 08/11/05 respectively,
both signed and sealed by Edmundo Largaespada,P.E.
(Submitted under NOA No. 05-1018.01)
Man el ere P.E.
Product Contr 1 Exa finer
NOA No. 7- 30.08
Expiration Date: March 26,2021
Approval Date: November 30,2017
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE:El IDENCE SUBMITTED
C. CALCULATIONS
L Anchor verification calculations and stru tural analysis,complying with FBC 5th
Edition(2014)and FBC 61 Edition (20 7);dated 06/22/17,prepared by
manufacturer,signed and sealed by Anth ny Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory d Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company(NIA)
for their"Saflex Clear and Color Glass terlayers"dated 03/17/16,expiring on
05/21/21.
2. Notice of Acceptance No. 16-1117.01 iss aed to Kuraray America,Inc.for their
"Trosffol®Ultraclear, Clear and Colox PVB Glass Interlayers"dated 01/19/17,
expiring on 07/08/19.
I
F. STATEMENTS
1. Statement letter of conformance, compl ' g with FBC 511 Edition (2014) and FBC
6a'Edition(2017),dated June 22, 2017,issued by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, ted June 22,2017,issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Laboratory compliance letter for Test Rer orts No. FTL-4957,FTL-4958 and FTL-
5063,issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06, signed and
-sealed by Edmundo Largaespada,P.E.
(Submitted under NOA No. 07-0322.06)
4. Laboratory compliance letter for Test Reports No. FTL-4646,FTL-4647,FTL-4648,
FTL-4649,FTL-4650,and FTL-4723, is ued by Fenestration Testing Laboratory,
Inc.,dated 08/10/05,signed and sealed by Edmundo Largaespada; P.E.
(Submitted under NOA No. 05-1018.01)
5. Proposal No. 16-0125 issued by the Prod ct Control Section,dated March 09,2016,
signed by Ishaq Chanda,P.E.
(Submitted under previous NOA No. 164 1714.06)
G. OTHERS
1. Notice of Acceptance No. 16-0714.06,issued to PGT Industries,Inc. for their Series
"SH-700"Aluminum Single Hung Windo -L.M.I.,approved on 08/18/16 and
expiring on 03/26/21.
6 r z,P.E.
Product Co roI EYaminer
NOAJll
-0630.08
Expiration Date: March 26,2021.
Approval Date: November 30,2017
E-3
f
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GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS CODES/STANDARDS 11aE0
:2017 FLORIDA BUILDING CODE``FBCL 6TH EDITION
1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) .20Ag 4 FLORI�DAIBUILDING COOP(760L 5TH EDITION
TU E11MNSUAFSPA NOS2019 FOR WOOD CONSTRUCTION
A.5116'LAM]CONSISTING OF(2)UTES OF 1B'ANNEALED GLASS WITH A.090'KURARAY TROSIFOL'PVB(BY KU Y AMERICA,INC.) ALUMINUM DESIGN MANUAL ADLM15
OR.090'SAFL X X118 INTERLAYER(BY EASTMAN CHEMICAL COMPANY) :AM 8100.12 '
9.6116'LAMI CONSISTING OF(1)LTTE OF 1W ANNEALED GLASS AND(1)LITE OF 118'HEAT STRENGTHENED GLASS TH A �AISC MD-10
.090'KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.)OR AW SAFLEX'PVB INTERLAYER(BY EASTMAN EMICAL COMPANY)
C.5116'LAM]CONSISTING OF(2)UTES OF 110'HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP
.090`KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX'PV819MRLAYER113YE/STMMC EMICALCOMPANY)
D.7118'LAMI CONSISTING OF(2)LTTES OF 3116•ANNEALED GLASS WITH A.090'KURARAY TROSIFOL'PVB(BY KURA AYAMERICA INC.) SHEET
OR.090'SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............I
E.7116'LAMI CONSISTING OF(1)LITE OF 3118'ANNEALED GLASS AND(1)UTE OF 3116•HEAT STRENGTHENED GLASS WITH A GLAZING DETAILS..,.....,...2
.090'KURARAY TROSIFOL'PVB(BY KURARAY AMERICA INC.)OR.090•SAFLEX'PVB INTERLAYER(BY EASTMAN HEMICALCOMPANY) DESIGN PRESSURES
F.7116-LAM]CONSISTING OF(2)LTTES OF 3116'HEAT STRENGTHENED GLASS WITH A.090'KURARAY TROSIFOL (BY KURARAY AMERICA IN(1) ELEVATIONS.....................4
OR.090'SAFLEX`PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT.SECTIONS.............5
G.13116'LAMI IG:(1)LITE OF 118'TEMPERED GLASS.AN AIR SPACE AND 6118'LAMI CONSISTING OF(2)LITES OF 118 ANNEALED GLASS WITH A HORIZ.SECTIONS............6
.090'KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.)OR.000'SAFLEX'PVB INTERLAYER(BY EASTMAN I HEMICAL COMPANY) PARTS LIST.......................8
K 13118'LAMI IG:(1)LITE OF V8'TEMPERED GLASS,AN AIR SPACE AND 6116'LAMI CONSISTING OF(1)LITE OF V8'I NNEALED GLASS AND(1)LITE EXTRUSIONS....................7
OF 116'HEAT STRENGTHENED GLASS WITH A.090'KURARAY TROSIFOL PVB(BYKURARAYAMERICAING) CORNER DETAIL..............7
OR.090'SAFLEX*PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE....................B-11
1.13116'LAMI IG:(1)LITE OF 118•TEMPERED GLASS.AN AIR SPACE AND 5116'LAM]CONSISTING OF(2)LTTES OF 118' FAT STRENGTHENED GLASS
WTTIHA.090'KURARAYTROSIFO PL PVS(BY KURARAYAMERICA INC.)OR:090'SAFLEX'PVB INTERLAYER(BYFA TMAN CHEMICAL COMPANY)
J.13116'LAMI IG:(1)LITE OF 118'TEMPERED GLASS,AN AIRSPACE AND 7116•LAMI CONSISTING OF(2)LRES OF Vl ANNEALED GLASS WITH A
.D9C'KURARAYTROSIFOL'PVB(BY KURARAYAMERICA,INC.)OR.090•SAFLEX'PVB INTERLAYER(BY EASTMAN>MMICAL COMPANY)
K.13118'LAMI IG:(1)LTTE OF 118•TEMPERED GLASS,AN AIR SPACE AND 7116'LAMI CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS AND(1)LITE Mdel(d MID.F MID.Fu
OF 3116•HEAT STRENGTHENED GLASS WITH A.090'KURARAV TROSIFOC PVB(BY KURARAV AMERICA,INC.) Sled SOlaw 92 ICU 120 kd
OR.090'SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) Elco UOaCott9 16511&1 177 ksl
L 13116'LAMI.IG:(1)LTTE OF IIB'TEMPERED GLASS,AN AIR SPACE AND 7116'LAMI CONSISTING OF(2)UTES OF 311'HEAT STRENGTHENED GLASS
WITH A.D90'KURARAY TRDSIFTY KURARAY AMERICA INC.)OR.09W SAFLEX'PVB INTERLAYER(BV EA iTMAN CHEMICAL COMPANY) 410 89 Elco OR1teROX0 127.4 kkl 189.7 kc]
M.13`16•LAM]IG:(1)LTTE OF 118•ANNEALED GLASS.AN AIR SPACE AND 6116'LAMI CONSISTING OF(2)LITES OF 118'ANNEALED GLASS WITH A 6063.75 AIUMinU D 16 kol 22 WI
.090'KURARAY TROSIFOL'PVB(BY KURARAY AMERICA.INC.)OR.090'SAFLEX'PUB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) A35 Steel 38 kSl 5891
GT.33 Steel Stud __33 sl 45 ksl
2.CONFI GURATIONS:'OX*(111,VIEW AND RADIUS TOP,ALL WI LOW OR HIGH SILL OPTION)
3.DESIGN PRESSURES:(SEE TABLES 1.3 SHEET 3)
•' I A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN.ASD.
4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET B THROUGH 11 FOR ANCHORAGE DETAILS.
S.SHUTTERS ARE NOT REQUIRED. PRODUCT RSVL9 D
n^.PIYSU wMld FkAd�
B.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ARxplsix No
619 Oqe
7.REFERENCES:TEST REPORTS FTL4645,FTL-0648,FTL4607.FTL-4648.FTL4649,FTL4650•FTL4651,FTL-0723.FTL 57•FTL-4958 AND FTL-5063. BY
ANSUAFBPA NDS FOR WOOD CONSTRUCTION Dadz vrvSxi
ALUMINUM DESIGN MANUAL 11%1111111
B.SERIESIMODEL DESIGNATION SH700.ALSO REFERRED TO AS SH701. `31�`�' CENyF',•t./j,�(4++
9.THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING ODE,INCLUDING THE HIGH VELOCITY Z `•'•• •• +�
HURRIN
CANEZONE(HVHZL :�': 0.66705
10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT.ONLY GLAZING OPTIONS WITH TEMPERED GAP (GL)ARE ALLOWED. C b
1 t0i01EON0lDBYDFNE
or
:p0•, STA �•1�^�w;
NVENiCE,R]QFS G NEI7ALNOTES '.,E`1�''•`.?a..... •(7�`;`�
MT.OF Aunaaslal >~UM.SINGLE HUNG,WINDOW IMPACT �'AASiI�'N''A1 fi1�a1`�
JR OW07 O UWIATEDAWHORAGE'TDF961017. A LYNN MILER,PF.
FX "WJl NTS 1 +11 41140+20 G FL P.E.058705
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^ PaMN Destt(p6aR Material
V— 1 71 Kommeltlrlg 4SG TPS Spacer System
72 ounn"SuperSpacernKrvAth Hot Melt Butyl See We
I 77 ouaneX Dumseal Spacer
Sheet for
f Mate4als
41 or
GLASS SITE GLASS BMFT: 74 G dial�PORrB n",saes ro
70 37 70
37tfl118'ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED HEAT STRENGTHENED GLASS
090 PVD INTERLAYER 098 PV13 INTE R
17
7 fl 118-ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED R HEAT STRENGTHENED GLASS
6116'NOM 7116'LAMINATED _
5116"LAMINATED GLASS 80,81 or 82 7/16'LAMINATED GLASS ,84.1 85)
i NOTE:
EXTERIOR INTERIOR LALU1 MAY BEOARD
71-74 71-74 C7 LITE
(ALL
1 1 (ALL SECTIONS) UPGRADED TO WS'
' WITHNOCHANGEIN
DESIGN PRESSURE.
' •KURARAY TROSIFOL
12'NOM. %1311V
12'NOM PVBINTERLAYER
46 GLASS BITE 46GLASS B a or
SAFLEX PVB INTERLAYER BY
1 EASTMAN CHEMICAL COMPANY
38 70
1 118'ANNFALED OR HEAT STRENGTHEs1ED GNNFALED HEATSTRENGTHENED GLASS
.D90 PVB INTERLAYERB INTE R
118'ANNEALED OR HEAT STRENGTHENED GNFALFD HFATSTRENGTHENEDGLASS ,
5116'LAMINATED MINATED
AIRSPACE ACE
1/rANNEALEO ORTEMPEREDGLASSFERED LASS
13,16'NOK OM.
13116'LAM,IG GLASS W/5/16'LAM, 86,87,88 NSSW/7/16'IAMI r89790.191)
IALUMINUM
SIUC01E HOT•VIELT BUTYL REINFORCEMENT FOL DESICCANT FXLAREA
STRUCTURAL 6
SYMONSS 6H8'N01A PnODUCTRSVl5ED
STRUCTURAL IWNC*L FOAM anS'NO&L Bl1TYLe er1B'NOM 6RICONE SEAL B6td4mCoft
qi llN FTurldA
POLYISOBUTYLENE MART DESICCANT ROLLD Actplowy W •D$
WITH DESICCANT \1 DESICCANT FOAM STAINLESS STE E Itii QJa rgp?,J
I EXT.GLASS E . ASS E%T.CLASS
EEM.MASS . Dy
EXT. ASit.(
1111111
1'tjNJ....NN
WL GLASS INT.GLASS
INT.GLASS INT.CLASS UCENgF•.,
TL KODISPACE n SUPER n DURASEALO T XLEDGE' -`T4 No.687058
8705 :•�
I O4SGTPS OSPACER®N)cr- SPACER SPACER
6G OF
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jMYECWHN0LOGYD"ffl2LO +sG INGDETAILSeN
dUM.SINGLEHUNG WINDOW IMPACP 'S��/NALLGClgNG£97T�SNFtT. o.we r A.LIGI ,P.E.
" Ful/ 2 11 4W0-20 G FL P.E858705
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III FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 1.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS
WINDOW HEIGHT .0.
yy101•H GLASS TWE 63' 66' 68' 70• 72" 74' - 75 MEETING RAIL
1 A,B,M ag0.0 X0.0 +80.0 80.0 +80.0 M.OJ-+80.0 -80.0 +80.0 +80.0 80.0 HT.
60' A,B.M +80,0 .80.0 +80.0 -80.0 +80.0 +80.0 •80.0 +80.0 -W. +78.0 78.0IS2• A,B.M +80.0 -80.0 +80.0 -80.0 +80.0 +78.8 -7&8 +77.3 •77. 76.8L "W 18' A.B,M +80.0 X0.0 +80.0 -80.0 +78.8 +78.8 -T&6 +75.1 -76. +74.0 -74,D I
UP 706:1118• C,D,E,F,G,H,LJ,KL +g0,0 -80.0 +80.0 •80.0 +80.0 -80.0 +BD.O •80.0 +80.0 -80.0 +BD.O -BD. +BD.O •80.0
STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 2. rr
BASED ON FLANGED WINDOW TIP TO•TIP FRAME DIMENSIONS I
I wlNDow HEIGHT I
WIDTH GLASS TWE 38318• I W 6068• 8Y 7=• 71• T6' MEETING RAD.
4S A,B,M +80.0 -80.0 +80.0 •80.0 +00.0 -BD.O +Bao -80.0 +70.0 •70.0 +70.0 -70. +70.0 70.0 t' ,
60' A,B,M +80.0 •8D.0 +80.0 •BD.0 +800 •80.0 +78.8 -76.9 +70.0 -70.0 +70.0 -70. +70.0 70.0 I •x• SgSH
6T A,B.M +800 -80.0 +80.0 -80.0 +80.0 -80.0 +7&91-76.9 +70.0 70.0 +658 -88 +87.8 •87.8 .MIL 1
63118• A,B,M +80.0 1-80.0 +80.0 •80.0 +80.0 -80.0 +75.0 -76.0 +68,0 -88.0 +66.7 •88. +65.6 -05.5
UPTOW C,D,E,F,G.KLJ,KL x800 1-60.0 1+80.0 -80.0 +80.0 •80.0 +60.0 1-80.0 +70.0 70.0 +70.0 •TO +70.0 -70.0 i
CUSTOM VIEWS RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS `
WINDOWHEIGHT MINUS SASH HEIGHT(M.WINDOW HT.WI SASH a 7r FLANGED AN)76-INTEGRAL FIM MINUS
WIDTH GLASS TYPE 17V8' 2211116' 283116' 17311• 398116' 4413!16" 38' 6515116•' .Q. SASH
63118' D.E,F,J,KL° +80.0 -80.0 +80.0 .80.0 +80.0 -60.0 +80.0 •80.0 +70.0 70.0 +70.0 -70.0 +7 0 •70.0 -70.01-70.0 HT, HT.
IMEETING RAD.
GLASS TYPES: TEST REPORTS TABLE 4. L 'N H
A.5116'LAMI-(1/SA,.09o,115A) FTL-0647,4646.4723,4957 .
B.5116'LAM]-1I9-A.090,115HS FTL4047,1848 •
I
C.6116'LAMI-(1/5'HS,.D9D.1/8-HS) FTL•4647.4648
D.7116'LAMI-(3116•A,.090.3119-A) FTL-4645.488.5
E.7116'LAMI- 10'A..090.WIS-HS FTL4045
F.7119-LAM]-. 1('HS,.090.WIG-HS) FTL-4645
G.13118'LAMI IG-119-T.AIRSPACE.6516•LAM[-118•A,.090.119-A) FTL4640 4723 NLODUCT 9EYLIFD
H."13/15 LAM1 IG-1Rr-T;AIRSPACE;5118'LAMI=118`A..090,1WHS FTL-464B
dm4
L 13115 LAM]IG-V9-T.AIR SPACE.5116'LAM[-118'HS,.090.116'HS FTL•4646 Du[
Acnnwca W r 0.
j Oda IgD21
J.13116'LAMI IG-118'T.AIRSPACE.7115 LAMI-(VIVA-090,3/19-A) FTL4649.4650
K 13115 LAMI IG-115 T.AIR SPACE.7/15 LAMI-(3118'A,.o90,3110'HS) FTL4648.4650,4958 n1 m,i oLq
L 13115 LAM/IG-1/9-T,'AIR SPACE,7115 LAMI- 15HS..090.3119-RS FTL 4640,4650 p IU I I I I
M.13/15 LAMI IG-18'A,AIRSPACE.5115 LAMI-(119-A..09D.118'A FTL.5089 `��``•`�0,......,N !i�
NOTES:1:WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+04.0 PSF OR LOWEI I AS SHOWN IN THE TABLES.NEGATIVE DESIGN YYYA L.IDEM ''•(gyp
'PRESSURES ARE UNEFFECTED. 1t( NO.68705
2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1•FROM THE FLD TIP-TO•TIP FRAME DIMENSIONS. ?yI-
3.AAN VAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 SB'MINIMUM TO3B'MAXIMUM.
4.GLASS TYPES C•G.H.AND I MAY BE USED IN SASH ONLY �0'•, f���..'
5.REFER TO ANCHOR QUANTITY TABLES 6-8 FOR ADDITIONAL.DP =TE[Ia1oLDaY ofuve
LIMRATIONS. N.vDooe,rLaas D SIGN PRESSURES ''IDRIDr.
�'siS�ONAI
rExT.oaumirmiw a M.SINGLE HUNG WINDOW IMPACT 111 11111
JR' 0606117 G A'0 DH4NCFS TIOSSHEET. c'd11'�.i+�e a.ww. r A.LYM•S4�Id MP.E.
FX 8'1D5 J1 7/X W NTS 3 •11 4040.20 O FL P,E,M 68705
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•� f 62118'MAXI.F.WIDTH
49 5!8'MAK FIXED C-1
DLO(ALL) D
f I
75'MAX. - 5' 76'
I AK
TABLE 0 D� HEISEE OLDF SEE DA 7HEIF STE�DLEO O C� HEIlHT
F
J� TABLE O '-
76'MAX. 7 MAX. 78'1 AX.
FUWGED L GED FLANGED
• - .LH I HT HE
T
SEE DLO MAX TTABLE X SEE DLO �E SEE DLO �j// S E
SASHHEIHTTABLE / NO 4 TABLE NO 4
J—
-08114'MAX
vENTDLO(ALL) DETAIL B DETAIL C
DETAIL A VIEW(STANDARD SASH) RADIUS.TOP(STANDARD SASH)
I
B E-n
7C MAK 175'
I• IF. E� HEF.
HEI HT
SEELEDLO SEE DLO ,f( '
TABLE %/76' 7� 7 .FLANGED GEDHEI EI FITSEE DLO SASH SEE DLO TABLE X � SASH
HEIGHT
HEIGHT MLDDUCTReVISED
--- noaa�L ..meunTwm
B A,Rylmw4a,,. L
DETAILD DETAIL E °VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) .°DIY„
0
NOTES: v
1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS %r�
2 SEE SHEET 7 FOR CORNER DETAIL VIEWS. N9.56706
3,SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.
4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B 8 C)ARE BASED ON A THREE OVER TWO FORMAT.
STATE T,:`•��`
10101ECIMOLOG1'ORAR ........ •'�c��
NVENICE. A77ONS ioN
AL
7.UM.SINGLE14UNGWINDOW IMPACT S�1j11111
. 06.98/17 O NO CHANGESTMSSHEET. cvRcrcmr o+nr A.LYNN MILLER,P.E.
Fx NTS 4 r 11 464M =G FLP.E.668705
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2-784--1 NOTE:MIN.(1)SWEEP LATCH T VENTCENTERUNE OR 26 l7
OPTIONAL BOTTOM LOCKS,(1)S•FROM EACH SIDE OF SASH. NOTE:BALANCE PARTS USED
1 MAX VE DAYLIGHT OPENING BASED ON SASH WEIGHT
INSIDE INSIDE
— 0,10,11,15,16
31
_-+ --- +-- c;
MAX. 2.7,D•
FIXED
LITE 7,80R17 I
DAYLIGHT 25
OPENING
I OUTSIDE
25 {- —MAX. D LITE DAYLIGHT OPENING
MAX.WIDTH
SECTION A-A 6
OUTSIDE INTEGRAL FIN I.F. F ME SECTIONS INSIDE
23
I 47 50
MAx .
HEIGHT 21
2.146
I HIGH
OUTSIDEI 51 2
LOW
81
MAX
DAYLIGHT 49 HIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE
OPENING — _ — — — — —
,7
66 I.F.FRAME
28 p
53 OUTSIDE 2.T1
` PROWCTAliVISFD
6 cowNyma kllh.Fh'Ha
Puil CbN
53 .Bee• I•06 .og _I
52 2'� 63 /
(LOWSILL), (Hl HSILL) ny
SEE NOTE ABOVE 54 64 1 ao%' �y
.. �.
`,�a0.................Nq� .
67
3 30 12 OONTLRYAUFr 69 -.8UL Y IFT SECTION GC
SECTION B-B ALTERNATE HIGH SILL RADIUS TOP - Cf
_ (LOW SILL SHOWN) (HEAD DETAIL-FLANGED VERSION)
imoTEoa+oLocrowvE 'F . ORiDA,.• '��
B.VEILCE.FI]Ql3 s cnoNs
'ERT.o,Fumtcrosls y UM.SINGLE 14UNGWINDOW.IMPACT"
JR 0806/7 1-5 rownE97N7SS1lmT. my,. A.LYNN M�I,Fp P.E.
FX au6 I=M3WIKimmiuiw nsfmR7. Hel/ 6 •11 4040.28 0 FL P.E.p 88705
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IfEm I DWG# DESCRIPTION PM REM DWGd DESCRIPTION PGTM
I I 4002A IFLANGEFRAWHEAD 612225 60 1635 S REEN SPLINE-.135 DIA HARD 61835K
2 1 1165 108 X 1.000 QUAD PN.SNS 781PQA S4REENCLOTH plate
3 1 4003C IFLANGE FRAW SILL(LOWSILL) 612226 63 605 GLAZING CHANNEL.688X.600) 6533402
5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1628 64 1161 60 X 1.000 PH.BUGLE TEK 706X1
6 4004 FLANGE FRA¢JAMB 612227 67 GJAZING TAPE.1/18X12-7/16 LAMI 02BVISID
7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL IGH SILL) 64061
8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A F9ANGE FRAME SILL(HIGH SILL) 64050
9 4029 SPIRAL BALANCE,318',618',OR 11116• 70 S4.ICONF.DOW 791,889,995 OR GE 7700
10 1080 BALANCE COVER,318'OR 510' 6BALCVR918 e0 A GLASS.6 6'LAM,0/8'A.090 PVB,IIWAV
11 08 X.760 PH.PN.SMS 7834M 81 S.GLASS.5"6-LANL(I 10-A.090 PVB,11B'HS)
12 BALANCE BOTTOM BRACKET 7BALTBKT 82 C.GLASS,M 8"LANA,118-HS,090 PVB,118-HS)
13 1085flooe SASH TOP GUIDE 42504 83 D.GLASS, G"LAM.3116-A.090 PVS,3/18'
15 1#8 X1 PHILLIPS FLAT HEAD S.STL 7BXIFPAX 84 E.GLASS. 16'LAM(3116'A.090 PV9,311G'HS)
16 1080.1 IBALANCE COVER,11116' BBALCVR670 e6 F.GLA55,716°LAA,3R8"HS490 PVB•3116'HS)
17 4053 ISASHSTOPCOVER 64053 88 G.GLASS, 3118'LANA IG 118'r,NR SPACE,6118'LAN,(118'A.090 PVS 101'
18 4029-1 ISASH BRACKET 7ULBRKT 87 H.GLASS. 3N O'LANI ;118?,AR SPACE,611 G'LAM,118'AA90 PVB,118'HS
18 98-32 X IW LG.PH.FH.TIDE F S.STL 783912F FFX 68 L GLAS5,1 6'LAM IG:1/8T.AIR SPACE.08"LAO,(1/B-HS..090 PV8,1R'HS)
21 4054C FDED MEETING RAIL 84054C 69 J.GLASS.. I18'LANA IG:I/8'r,AIR SPACE,7/18'LAO,3118°A.090 PVB,3I16'
23 4009C SASH TOP RAIL 64006 90 K GLASS, 3/18'LAM IQ 1187,AIR SPACE,7/18'LANA 3I18'A.090 PVS.3118'H8
25 1235 V15TP.,170 X270 BACK FIN SEAL. 675180 91 L.GLASS. SR8'IAM IG:118?,AIR SPACE.7/1B'LAM,SHG-HS,A00 PV0,3116'HS
26 1096 SWEEP LATCH 71096 92 IA GLASS, 3118'IA81G:118'A AIR SPACE.6H6'UW1,i1B'A.090PW,1lB'
27 1016 08 X.625 PH.FL.SMS 7858 2,9
28 4007 SASH BOTTOM RAIL(LOW SILL) 812230 {�2.7
� 30 1226 WSTP.,BULB VINYL BTP249
31 4008 SASH SIDE RAIL 612231 A
34 1268 SASH FACE GUIDE 42501
35 1622 ILAIA SETTINGSLOCK3WX251G4'XI" 71622K 1' 355
36 1052 ILAPA IG SETTING BLOCK I'X314-X1/16' 71052K
37 1224 MNYLGLA7-BEAD BULB(THICK) GTP247WK
38 1225 MNYLGLAZ-BEAD BULB(THIN) STP248K
41 40398 GLAZING BEAD,5116 LAL GLASS. 640388 47 FRAM I.F.HEAD
42 40448 GLAZINGBEAD,5116 LAMWGRILL KIT 844703 040IA.6003.78
44 4222A GLAZING BEAD.711VLAM 64222 OFRAME,I.F.LOW SILL
45 985C GLA7JNG BEAD.7116'LAM VLIGRILL KIT 6885 1
04072A 608376
46 4067 GLAZING BEAD.13116'LAM I.G. 64087
47 4071A FRANE,I.F.HEAD 64071
48 4072A FRAME.I.F.LOWSILL 64072 49 4073A FRAME.I.F.HIGH SILL 64073 PRODUCT REVISRI50 40748 FRAME,I.F.JAMB84074 �,+PbaaW U,an ad52 4009 SILL LATCH EGRESS) LOWSILL) 764009 ,002 OM53 1088 SPRING•SILL LATCH GRESS 7SPRNG THTC ESS 4 71 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 2 F2,3141
NOM h0an csa. f/G
55 1014 SCREEN FRAME(HOR.BVERJ 61014
58 1630 SCREEN CORNER KEYWRINGS 71830 THICKNESS
57 1631 SCREEN CORNER KITYWOUTRINGS 71631 ����O1SY LYN4/��
58 1073 SCREEN SPRING 7CASP "VICEN�•.,`
59 1624 SCREEN SPLINE-.135 DIA FOAM 81824K O FRAME.I.F.JAMB Z.
$0 040748,6083-T8 =k: No.667as
49 FRAME I. .HIGH SILL _ #
f9073P 6063.76 (USED AS RADIUS TOP HEAD) -ro
m10 TEo0AL00Y DRIVE
µ P TS LIST :�'• sra � ;+1�1Aa�
KwCE,R1tD3
. � acP9T.oPwntr�e UM.SINGLE HUNG WINDOW IMPACT
xoc/uxs�r/msxE6r
0.CS'NN M1YLLEIA.P.E.
068705
Fx .95 r1 2"it307 1°u+fme1°�m NIS 6 +11 404M G
x
i �
I.F.FRAME 6EALANT ALONG ENTIRE JOINT
1 or 47 i I.F.FRAME
I I Z
r�-2.784 .062 I II
I 2.830 2.3 --
7.363
I 062 I 6 or 50
O1 FLANGE FRAME HEAD I
#4002A,6063-T6 =27iW I --
FLANGE FRAME SILL(LOW) WELD
1.745 O #4003C.OD63-70 I 6 or 50 ALONG
SCREW
SEALANT OR GASKET BOSS(2)
' I I AT HEAD AND SILL
2.710
- �AgO Oq0
ofiz I—t.ast-IT VIEW D-DSILL.
VIEW EA
(1/1 H VI HEAD 8 SILL.RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
SASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION _
O FLANGE FRAME JAMB O #4025.606375 17 #4053.6083.75 - _ - - 0 _
#4004,608376 {�
(USED AS RADIUS TOP HEAD) 1'166 I .678
2.326--I T 1.008-}••�--��I�
--{ 1..2 [..-2.275--j � j �1 X49 41 GLAZING BEAD.5116"
T
jj��_L #ao35B,666376
1.878
165 1.X07062 O S SH SIDE RAIL
.062 l 31 #4008.6063TS '
21
FIXED�54A.6063HO-T6®RAIL
23 N4006C,TOP 60SMSRAIL Z. SASH$4B�O QOM RAIL0.oW) D DSD— 676
1.056–I-�-I�
.678 42 GLAZING BEAD.5/16°
04044B,6083T5
I 2.326—�-I 1.058 T (USED WI GRILL I(IT) P:c000CyoryRRV15ID
� T Ruil�q Codem1h 11m Ram
O GLAZING B D 7/16" L A.Wmwt t •OLSD.D$
2.946 01222.6 T5
r.
3.446
2636 •W --.OSO 0�
062 II ''
67e 46 o��{N�NY LYNplfi�'%
.050 O GLAZING BEAD,13116"IG
�-2.784--moi 1.115 aao67,606376 �1;: ocrms:•,l/�
i
SASH BOTTOM RAIL(HIGH) 45 GLAZING EAD,7/16" ;i,i N4.63705 FLANGE FRAME SILL(HIGH) 68 W051A,6063T5 18850. T5KIT)
04D50A,6063-T6 (USED W/ RILL
0lNi6vE«°t�04" USIONS&FRAME CORNER DETAIL 00�'•, 06TIA7e
Ml=o ,,,, 4 UM.SINGLE 14UNGWIN00w IMPACT '��S/ DN
O�p� 6. \E-
m o6odn o NOCNANGEST144SNEET. " .ER)d.E.
a + K 781( 7 +11 x040.20 G FL P.E.#58705
Fx .2^1,x.2 Jl �
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1
ANCHOR QUANTITIES FOR 1M FLANGED WINDOWS I TABLES, ANCHORAGE NOTES:
1 1.ANCHOR TYPES:1.IW ELCO ULTRACONS OR VI2
i WINDOW HEIGHT SCREWS INTO METAL
SUBSTRATE: 28.603 1 34.603 40.603 46.603 1 52603 56.603 1 164.603 76.000 - 2.114•ELCO SS4 CRETE-FLEX
ANCHOR TYPE: .1 toU4131 Pp U ZO OZ Z
3.012SCREWS
0OONOZ�Z2 ZZ ZUOHUO .2. NCHORLOCONAREBASED
ON THEZ OOON ^ NOWNDTM GLASS O OO U OOO'OoN O -O
U U U U U U U U U U U U FOLLOWING DIMENSIONS.
pNNp y
WIDC•D•E•F,G• 1' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _t •1 1 _Y 1_ 1 1 _1 _t HEAD-1617 MAX.FROM TOP CORNERS
__ _ _ _ JAMBS-1712'MAX.FROM TOP CORNERS
H,1J,KL 1 2 1 1 111 1;2 L1 1:2 2;2 1'2 212 2�2 2 2212 2T?2?2-2T2 2i2 2f2 22 21 2 2 2 2 2 33 2�3� is-MA)f.FROM BOTTOM CORNERS
19.125 -6-MAX.BELOW MIO.RAIL
ABM 1 7 1 1 1 1 1 _1 1 t 1 1 1 1 1 1 1 1 1 -1 1 1 1 1_ BILL-ANCHORS NOT REQUIRED
1'12 111 1;1 15 1-,1 1i2 212 1i2 2 2 2.2 21.2 2i2 2, 2i2 2:2 212 2i2 2,2 2i 212 2;2 2i3 2!2 313
C.D,E,F,G, 1 1 1 1 1 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.INSTALL ES USINTHEG
THE DIMENSIOENT NAL
TABLE ANCHORITE
_ �__ T"T _�.,._._r_�__"�.,._ r_--�__ QUANTITIES USING THE DIMENSIONAL CRRERIA OF
HLJ,KL T2 1;1 1;2 1 2 1;2 1T2 2,2 1;2 212 2!2 2;2 2!2 2,2 2I2 2�2 213 2!2 2;2 2T 2i2 2 3 3 2I2 3r3 NOTE 2.
24.000 1 1 1 1 _7 1 _7 1 1 1 1 1 1 1 1 1 1 1 1 1 1._1 1 _1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
qB,M 51-11-i 1I2 %-%2,1T2 212 2�2 2�2 2i2 2;2 212 2T2 2�3 2T2 21.2 2i 212 213 313 2T2 3x3 FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS
• C•D•E•F,G•_1 1 1 1 1 1 1 _1_ 1_ 1 _1 1 1 1 1 2__7 1 2 1 _1 2_ 1 1 ARE 1•LE65.
Ij H.I,J.KL 1T2 1!2 2�2 2T3 1!2 2I2 2i3 1;2 2(3 2I3 2;2 2j3 2{3 2i2 2;3 313 2J2 313 31 3 2 313 3'4 3[3 T• 6.DESIGN PRESSURE UM1TA710NS�
32000 - SIZE 1..01 TH ADJACENT TABLE WITH A
- 1 ,--1 1 1 1 1 1 1 -t 1 �1 BOLD RAUCIZED VALUE ABOVE THEM.I NDICATE A
qB,M 112 7;2 2`1z 2 3 1(2 212 2!3 1'.2 2 3 213_j,_2 22{3 2;3 2`2 2i3 9�3 2 2 313 3' 372 313 314 3(3 4 4 MAXIMUM DESIGN PRESSURE WITH THE OUANTITY
i C,D,E,F,G 1 7 1 1 "1 1 2 1 1 2 1 2 2 _t_ 2 _2 1 2 2 1 2 2 1 2 OF ANCHORS SHOWN IN BOLD.OTHERWISE.THE
- --- - MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
37000 KtJ,KL 2i2 1!2 212 213 112 213 T 212 2 3 2;3 2j2 2j3 2j3 2'3 2 3 3 4 213 3j3 3 3�3 314 316 34 4,4 SIZE AND GLASS TYPE IS AVA LABLE
1,. .1 1 1 1 1 2 1 1 2 1 2 2 7 2 2 _1 2_ - 1 2 2. -1..2 6.SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE
A,B,M - _ _ _ _ i r -
2i2 1i2 2�2 2j3 112 213 213 22 213 213 2!2 213 2,3 2i3 213 3�4 213 313 3i 373 3:4 3i5 3i3 4i4 REQUIREMENTS,
PSF 79
i C.D.E,F,G, 2 2 2 2 2 2 -2 2 2 2 2 -2 2 _2_. •2 _2 -2 2 2 2 .2 2 2
40.000 HAJ,KL 2 2 1;2 2I2 2!3 2s2 2'3 213 212 2j3 2I3 213 2!3 214 213 3i3 3-14 213 3!4 315 3T3 3 4 4'6 3i3 4�
qB,M 2 2 2 2 2 _2_ 2 2 2 2 _2 2 2 2 _2 2 2 2 2 2 2 2 _2
2 2 112 2r 213 2:2 2I3 213 2i2 2,3 2r3 2!3 213 214 213 313 3 4 2,3 314 3�5 313.3!4 416 3i3 414 TABLE KEY:
PS 79 1 MAX.PSF
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2_ 2 2 2 2 2 2 2 (OP LIMITED) Y16
44.000 H.I,J.KL 2 2 212 2 2 213 21,2 213 213 2i2 3.3 214 Ti 3 3 3;4 213 3j3 3r4 2.3 3;4 3 5 313 3 4 4 5 3i4 4jb FEAO 2
2 2 2 2 -2 2 _2 2 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 2 JAMB ABOVE 2 3
qB,M 2 2 2,2 212 21,3 2;2 22 213 212 313 2i4 2i3 313 3i4 2,3 3;3 3;4 2i3 3i4 3 6 313 3i4 4 5 3f4 4;6 MTG.RAL
i PPRODUCT pfiVISFD
PS 79 79 JAMS BELOW �mgT�l.lmtMFtrifi
MTG.RAIL n"mu°o°4' 0630.08
C,D,E,F,G, 2 2 2 2 2 2,_2 2 2 2 2 2 2 '2 2 2 _2 2 2 2 3 2 2 :,,cePwsa W
_ .r. - - T -- r-T-
1-6
e. m14+ID54 ZD21
48.000 RW.KL 2 2 212 2 2 213 2 2 2 3 3i4 2j3 3!3 3�4 213 3T4 3:4 23 314 316 3;3 3:4 3 6 3'.3 4r6 416 3!4 5,5
(FULL I oT
2 2 2 2 _2_ 2 -FI-72_ 2 2 2 2 2 2 2 _2_ 2 2 _ _2 _2 _3_ 2 2 Min D4a<
qB,M -2F2 272 2 2 213 2:2 2i3 3�4 2i3 3;3 314 2'3 314 3 4 213 3T4 3i5 3j3 314 3 6 3i3 415 416 3,4 616 HEAD 2
JAMB ABOVE 27 3
PSF 72 79 79 MIG.RNL LYNhr..'4,.
C,D,E,F,G 2 2 2 2 2 2 _2 2 _2 2 _2 2 3 2 2 3 2 2 2 3 3 2 3 JAPoHBELOW �` {a"��e¢ru �!!G
53.125 H,LJ,K,L 2 2 22 2 2 2 3 2:2 2';3 3i4 2 3 3 4 3:4 213 34 3;4 3;3 314 3r5 3i3 bfq 46 3`,4 d�6 4,6 314 5;6 MTG,RNL •,Cp`+,S
2 2 2 2 2 2 2 2 2 2 2 2 _3 2 2 3 2 2 2 2. 3 2 3 SEE TABLE 1 FOR �• No.6E705
qB.M - -,..__- j--- - 1- r--r - - - - FULL DP
2 Z 2 2 2 2 2 3 2'2 2;3 314 2 3 3,4 3 4 2f3 34 3�4 3T3 3�4 3,5 313 44 45 3'3 4'6 46 314 4;5
?OBTAfB C
tom VIEW L9GY ORPre �•., - ��
n.'Wjell.PLuna CNORAGESPACING 1M WINDOWS + 'ToR1DT• a
CEAMOPAUI1 OMW A4 11UM.SINGLE NUNGWINDOW.IMPACT ry�SIOJ�
7 O NOCK4WM Tt09SF9mT. L
! vx 7Q&65 Jd a2w7
Mml-8 +11 4010,20 O FL P.E.966705
I -
I
1 -
I '
i
I
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLES ANCHORAGE NOTES:
WINDOW HEIGHT 1.ANCHOR TYPES:I.114'ELCO ULTRACONS OR 012
SCREWS INTO METAL
su .6 37.155 1 44. 1 52ASS 59.655 f 67.165 14.655 1 76,000 2.114'ELCO SS4 CRUE-FLFX
ANCHOR 0 2no 0 ,0 0 a 0 CIA 0 3.012 SCREWS
'to 0 Z"olz-zmo 0 Z_Z
z z
Ojjl-m, .
0 MN 0
WMOW-FM-2� 0 01 N ON� 0 0 ON 0 2.ANCHOR LOCATIONS ARE BASED ON THE
WMIDTH 8 t) C.) 0 tj ❑
0
SUBSTRATE: 0 1-11-01 FOLLOWING DIMENSIONS:
'YPE---Z
TYPE
I Oil 1.G, I HEM:18 Itr MAX FROM TOP CORNERS
1A I I . JAMBS 7 IW MAX FROM TOP CORNERS
1"1 1'1 11 212 Zit 212 �2 211 2:2 iF2 ii 25 i��2-2 J-12 i-2 2-112-il-d
Fi il-flifijiji
119.125 :, IV MAX FROM BOTTOM CORNERS
A,B.M WMAX BELOW MTG,RAIL
1 f tit 77i 2!2 2;1 Fi-27i 2,11 25 iFi R2- i7`21ililili i-12 il -jNi, I SILL-ANCHORS 140T REQUIRED
ri 2T2- -2T2 j7-2 f2 212 312
PSF 79 1 1 3.INSTALL MR THE ADJACENT TABLE ANCHOR
C.DAF.G, 1 1 ' j ' I - - - i- I - - k
1 t ' ' QUANTITIES USING THE DIMENSIONAL CRITERIA OF
24.000 KIAK,L 171212 III Yi iF2 il2 iFi il2 f2 iTi i-i j213I2 iTilj312 3 2 32 32 �rj
NOTE 2.
I 4-L-6, 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
1 ! Alf A,B,M
i 21'2 1 - -Ti 72 2:2 3,2 N 212 3:2 jl'j j�'-21 j'jj 31j FLANGED
22 252 21 '2 WINDOWS.INTEGRAL FIN DIMENSIONS
PSF 68 771 ARE I'LESS.
C.D,E,F,G. I I I I
3 3 3;2 3 3 i,-'3 il-i 3:3
Y;-2 iJ3�12 i-5 I 1 7 S.NOW&MEO—PABLEW[TH A
32.000 KJAX "ITJ ja-ITI 2'2 2i2 212 2d 1 31 4 13 3 2 4A
if I i;UiV- ; I
A,B.M I I 1 1 1 2 2 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
i-13 2i2 3(3 A, I A21-4 11-3�4 J-13
il IF i-.2 i12 yi ii iri il-2�531i-121i-3 ijriji312 i7ti TI ij OF ANCHORS SHOWN IS BOLD.OTHERWISE.THE
11-11 T�
59 67 79MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
I SIZE AND GLASS TYPE IS AVAILABLE
CD.E.F.Q I 1 1 2 1 1 �? Ij 2 2 1 2 2 il 241 1
2
A2
P 'ij 2 iF ri..T.4.
]-3;!�2
3i3 3fi�5 3 '�fi , .3 REQUIREMENTS.
iJ4.
37.000 KIIArL ITI Ili jF1 2 F2 12 2 J2-21 il i' 213 ifi 2 i 5 EET 11 FOR METAL SUBSTRATE
A,B.M 1 1 2 1 1 2 1 1 2 2 1 1 2 2 1 1 2 2 1 2 2 1 2 2 1 2-
'4-2T.ifi Ri F5 2T-flil-3 3 i 02 ili i�-31iT-3�ifi ir-3 3 2 35 4i 3 wl4312415
PSF 64 79 62 79 1
C.Q.E.F,G, 2 2 2 2 2 2 1 2 1 2 -2 2 2 2 2 2
2
40ZD0 HAJ.KL - if-23531-1 j.�
.ILI I F1 T F1-2 F2 i 1-2 Yliji-12-jirli i-12 313 4!3 33 33 4,3 41 Ki 41,3 414 i'l il i-5
2 2 2 2 2 2 2 2 2 1 2 1 2 2 2 TABLE KEY.
j 3'3 5
T
-171 T Fi-I F-2 F2 ifi 2:3121213� 3-13 iTi ij-33 413 3'3 413 iNilif 3!3 Z 4:4 3 MAX PS
PSF 49 79 50 79 79 1 - (DELNWED) 11 1
C.OX,F.Q 2 2 2 2 2 2 2ij 2 1 2 i2 2 2 2 1 -2--3- _%. 2 HEM 3
44,GG0 KtJ.K,L 1 1 111111112121Yi 2 2-3-11 2!2 Fi 1-i Y.`i i-F3 41-41A314:3 V3 4:3 41 i5i -73 i F3 il 4 JARVABOVWE 3
ASM 2 2 1 2 1 2 1 2 2 2 1 2 1 2 2, 2 2 2 2 _ 2 2 2 2 1 2 Mm RAIL
4%-T--T- MODUCT ReWsm
ill 111 ?12 F-2-2H2 T-31ii-fli--i T-4'0-3 i-13�714 Vi i 3 313�5 3.3 4,3 T4 i,3 S!4 J"BELOW ftFk"
I [A .W144AM-11%
PSF 45 74 51 74 791791 1 1 MTG.RAIL 11 dws ca&
ZTil=l -
F
,4 �2 2
4
2 2
-44 5 4 IW
C,D.E.F.G, 2 2 2 2 2 2 1 2 1 2 2 3 2 2 3 8�477p---g,41DJII 6
_2. 2 i 1 2 2
-313 4 4 41'4 Fi 4!4�1 4!1 i IT JI 17�
2
'iji
48=0 H.LJJIL--IF1-11-1-ITI-2 F2�iLi 21213131 iTi i 3 13
ay
2 2 2 2 2 M�q ftd.1
A,B.M 711111222;222332+23333.43393443`34444334:445
1 2 2 2 3 1 2 1 2 %J 2 2 1 3 2 2
32 �j
i _
'�-i 4Tiij"3jj4l -�J4-4 j 454-4 ji 6:4iT-41473-!F4
1 1�2
1 2 i",22F233 2,i V3 3 3
PSF 41 97 48 07 7
C,QEFG, 2 2 2 2 3 2 2 3 2 1 3 g
_3
3
1 1 2 21 .4 Ti '3 14 MM,RAIL
3 14� 3
53.125 -IFI.-I Fl. 7J2 212 3 3 iI�3:il�4�i� 3!i 4F4 1'41-3? AV131.1'4_1 3 1 1
A,B.M 2 1 2 2 3 3 2 2 _3 2 SEETABLE2FOR
-72F2 3 iFi ai�,j W--�I�J!-3 14j"4-%-j-3I%-1-4!4-4-�4-1-3%14-% 114k13 i%-104-1A144- FULL Gp
MTECIMOGymm S
ANEHORAGE SPACING.STANDAPD VIEWTE
CEALOFAtmt AZ M.SINGMHUNG WINDOW.IMPACT
cassonwm, �1- 4 A. P
I-W I-74SW r-JA'j MW I "T. Masi I-. X FLP.E.060105
i
i
ANCHOR QUANTITIES ABOVE MEETING RAIL(HEADS,JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES:
WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE B. 1 1.ANCHOR TYPES:1-114^ELCO ULTRACONS OR 012
SUBSTRATE: 17.125 1 22.668 28.211 1 33.754 39.2W 44.839 1 00.382 55.925 SCREWS INTO METAL
Qz 114*ELCO
SS
CRETE-FLEX
ANCHOR TWE: 3.012SCREWS.
_Z*OZZ,` z .zMOz Z Z2770"Z-Zn0Z_Z-O"z
WINDOW GLASS�U"ZU "U-0NU, ON "UU "U .0 pHpUNU U2 DIMENSIONS:
OCGATIONS ARE DASED ON THE FOLLO
WING
WIDTH TYPE g2 ppi ❑ U IMEN I
D,E,F,J, 1 1 1 HEAD•1812•MAK.FROM CORNERS
19'125 KL j 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 JAMS-17 12'MAX.FROM TOP CORNERS
D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1112•MAX.ABOVETHEMEETINGRAIL
24 000 _ __ ___. _ W MAK BELOW MTG.RAIL
K,L 1 -j _.j. ._P _2- 2 2 2 2. 2- 2 3__3 _2_.3..3.._,2. 3 3 .3. 9 .3_-3 4 IV MAX.PROM BOTTOM CORNERS
D,E,F,J, 1 1 1 1 1 1 2 1 1 2 1 1 1• 1 1 1 1 1 1 1 1 1 1 1 SILL•ANCHORS NOT REQUIRED
ffi000 K.L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 6 3 6 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
PSF 79 DIMENSIONAL CWINDOWSRITERIA OFLNOTEa use TABLLE7 FOR
97.000 D,E,F,J. 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2. 2 =1 ? 2 1 2 ABOVE THE MEETING RAIL AND TABLE B.FOR BELOW.
3 -"- 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
K,L j `j j p p 2 3 2 3 3 3- 4 3 3 9 4 3 4 4 5 4 6
WINDOWS ARE 12616'MIN,T036'MAX.
PSF 79 79- .79_ 79 6.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
40.000 META 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2___2_ _2 2 2 2 2 2 2 FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS ARE
K.L j 1 1 2 2 2 3 3 3 4 3 4 4 3 4 Al 3 6 4 4 5 5 4 0 6.DESIGNPRESSURE LIMITATIONS:
PSF 79 76 79 77 78 79 79 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD
44.000 WE.F,J, 2 2 2 2 2 2 2 2 2 2 2 2 .2 _2_ 2 _2__2 __2 _2 2 2_ _2___2 2 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM
K,L 1 j 1 2 2 2 3 3� 3 4 4 4 4 3 5 4 9 5 5 4 6 5 4 6 DESIGN PRESSURE WITH THE I]UANTITY OF ANCHORS
PSF 76 79 70 78 79 71 7B 73 76 SHOWN IN BOLD.OTHERWISE,THE MAXIMUM DESIGN
PRESSURE FOR THE RESPECTIVE SIZE AND GLASS
48.000 D,EF,J, 2 2 2 2 2 2 2 2 2 3 2 2 2._ 2_ ,2, 3 2 2 3 2 2 3 2 2 •YPE IS AVAILABLE.
K,L 1 1 2 2 2 3 3 3 4 4 4 6 4 5 5 4 8 5 4 6 8 5 8 7.SEE NOTE 4,SHEET II.FOR METAL SUBSTRATE REQS.
PSF 71 79 63 71 79 64 74 6677 69 69 TABLE 7.KEY:
53.125 ID.E.F.J.1 2 1 2 2 2 2 3 2 2 13 2 3 3 2 3 3 2 3 3 2 _3 3 2 3
KIL 1 1 1 2 2 2 3 3 3 4 4 4 6 4 5 B 5 6 6 6 7 6 6 7 WX PSF SEE TABLE 3 FOR
(DP LWED) 112 FULL DP
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED.WINDOWS B IISED ON SASH HT. __?
TABLE e. JAMB ABOVE 2
SASH HEIGHT I MTG.RAIL
SUBSTRATE. 12.776 15.776 18,776 21.776 24.776 27.776 0.776 31.106 _
ANCHOR
�TM E "8`3 §"$ 8 v 3 "$_8+91-fin " �� '$~ "$'$ JAMA A.BOVEB4
WINDOW N Z N H
al-
O rt N N HEAD 2
19.125 1 1 1 2 1 2 2 1 1 1 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MR'G.RAIL
24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 _2+2 3 2 2 3 2 2
32000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 23 4 1 2 3 4 2 3 TABLE 8.KEY: PRODUCTRE WO
79 MAX PSF wamOYI-9a l4.PYrid,
37.000 DuNi=1"
2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 ,Dg
� 74 (DP LQu6TED) 1127myl
40'000 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3T_4 W BELOW
2 !
44.000 6B 78
2 2 2 2 2 2 '3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 6 3 4 ; ' ,Ngo
W 72 79 f IIFULLDP) . 'l•;•'�jcay /
JAMB BELOW 2 '
-2-T-2-F-2- 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 MTG.RAL .A. N4,56705 ;
73 58 68 72 SEE TABLE 3 FOR
53'125 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 6 5 3 6 FULL DP prop 1
p A7E
0u ern�'ix°.`n'GYia�n"R CHORAGESPACING CUSTOM VIEW �i�lCs''•°LORIOp,.•'\C��
O:R 0FAVTKX?na UM.SINGLE HUNG WINDOW IMPACT
J. O NO CHANGES)70S SNRT. 2 ..r a.s,. r A.LYNN M�AIfJJ;/y P.E.
F.Z 7MW J.J. SIM NTS 10 -if 4010.20 O FL P.E.tl 68706
I
J -
I ' ,
B:
I ( 'EXTERIOR INTERIOR
1,VCPAN•EDGE r N,��Ly(W LF CONCRETE APPLICATIONS IN MIAMI•DADECWNTV.USE ONLY MWMI.OADE COUNTY
.(ULTRACON ANCHOR) (ALL HEAD AND SILL DETAILS) (SEE NOTE 28 3) PROVED 114'ELCO ULTRACONS OR 114"SS4 CRETE-FLEX.MINIMUM DISTANCE FROM
2-17 MIN.EDGE CONCRETE ANCHOR CHOR TO CONCRETE EDGE 161314•FOR ULTRACONS INTO CONQ,2.17 E.D.FOR
(CREfEFLEX ANCHOR) (SEE NOTE 1&3) 2x WOOD BUCK 1'MIN.EDGE LTRAOOD AND CATIONS IN INTO CMU AND UNTY USE
INTO CONC.
(SEE NOTE 3) 2.F R WOOD APPLICATIONS IN MIAMI-DADS COUNTY,USE B12 STEEL SCREWS(GS),
3.35 KSI MIN. 1 4"S.
CRETE-FLEX FOR DETAILS B 6 D OR 0.131'0 x 2.17 COMMON NAILS(FIGS?NL CM
CONCRETE�C 7 Z(8d))Bd PENNY SS ZINC COATED COMMON NAILS.TYPE L SME 10-FIN MOUNTED
\:.•�_'''� "I 314'MIN. - __ NLY(SEE DETAILS E.F AND G THIS SHEET)
3. BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE
OPTIONAL Ix ''•' F' 1318' TA THICKNESS IS LESS THAN 1 17.1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
WOODBUCK '� - = �-_ MIN' I STALLED DIRECTLY TO SOLID CONCRETE OR CMU,WOOD BUCKS DEPICTED AS 2x ARE
(SEE NOTE 3) �- 12"THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
{ 114• NGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION.
_ MAX T
J MAX. 4. OR ATTACHMENT TO ALUMINUM.THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF
SHIM SHIM TS AND A MINIMUM OF IV THICK.FOR ATTACHMENT TO STEEL OR STEEL STUDS,
DETAIL A DETAIL B MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.045•
ICK.THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL
TYPICAL FLANGED HEAD ANCHORAGE UPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x
1-314'MIN.EDGE(ULTRACON INTO CONC.) OOD BUCKS THE ANCHOR SHALL BE A#12 SNECT METAL SCREW WITH FULL
1-1w MIN.EDGE(CMU). ENGAGEMENT INTO THE METAL.IF THESE CRITERIA ARE MET.THE RESPECTIVE DESIGN
I-W4"MIN.EDGE(CONC.) 2-12'MIN.EDGE(ULTJCRETEFLEX INTO CMU S CRETEFLEX INTO CONC.) RESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED.
5. CHORS ARE NOT REWIRED AT THE SILL OF FIANGED.UNITS.
{ 114"MAX SHIM-�{L.� '".•. 13R" B. LAT HEAD ANCHORS.WHERE REQUIRED.MUST HAVE NI2 TRIMFIT HEADS.
114"MAX.SHIM-+-I�MIm 7. tATERIALS.INCLUDING BUT NOT LIMITED TO STEEL SCREWS•T14AT CAME INTO
__T ONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENT OF THE
i CONCRETE ANCHOR 1 1'MIN.EDGE ORIDA BUILDING CODE.
FH BELOW MEETING 1111 WOOD AFICH ,
' RAIL(SEE NOTE Z) / FH BELOW MEI IING
3.35 KSI MIN.CONCRETE RAIL(SEE NOT 2)
OR 1.5 KSI MIN.CMU
INTERIOR
(ALL JAMB DETAILS)
Ix BUCK OPTIONAL WITH SCUD CONCRETE OR EXTERIOR
CMU SUBSTRATE(SEE NOTE 3)
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
114' Sr MIN.EDGE
2-17 EMBEDMENTSM M 114'
{ 'WOOD FRAME MAX.
' WOOD FRAME _ _ SHIM
" I4 518•MIN.EDGE
PRODUCT WMW-D
.131'DIA MI mnplUo wi161MFbia+
, 0.x1dm4c ft
2-17 EM EDMENT _ AT CORNE AospunuW
.131'DIA.MIN. - AND 5'O: . Osa 2021
x 217 NAIL, _ I—WOOD FRAME BY
AT CORNERS Mian
_ AND 5'O.G U 5fB'MIN.EDGE �t�lllull
.131'DIA MIN.
114" x 217 NAIL, U . ON NN '�.
�'(Ax AT CORNERS L10EN,SF'y�(
SHIM AND 5'O.O 2.17 EMBEDMENT Q' ': %
I
DETAIL E,(JAMB) DETAIL G.(SILL) `*;' *:
� DETAIL F,(HEAD) _TYPICAL INTEGRAL FIN ANCHORAGE
• BTA oF(�'or
%O'•
0101 n LUEL DR57 CHOFtAGEDETAILS �4,�`S;'•.!20moR••'G�����
fPRl, _WTH.— UM.SINGLE HUNGWINDOW IMPACT IN1AL��E1a���
,Ip pBgyp o AEYISEDTDWTL7TlEW2017FVCANCHORAGE ow'. A LYNN R.PE.
I
FX a t05 J✓.' sict'Ol �"'�"` Nfc+ 11 •11 - 4040.20 G FL P.E.0 58705
I