HomeMy WebLinkAboutProduct Approval (2) R E C E I V 77 D 0 Z017
MIAMI-DADS m MIAMI-DADE COUNTY
♦ 1�MIMACT"_VP PRODUCT CONTROL SECTION
"'bT4161WCWA6 S(RER) 11805 SW 26 Street,Room 2{}8
DEPARTMENT OF REGULATORY AQ, _C-
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(796)315-2599
NOTICE OF ACCEPTANCE (NOA) Ivivw.miamidadegovieconomy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
scon';
This NOA is being issued under the applicable rules and regulations governing the use of coDstruction
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 Miatid—Dade County Product
Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of theapplicable 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"SH-700"Aluminum Single Hung Window—L.M.I.
APPROVAL DOCUMENT:Drawing No.4040-20,titled"Alum. Single Hung Window,Impact",sheets I
through I I of 11, dated 09/01105, with revision F dated 05105/16, prepared by manufacturer, signed and
scaled 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 ofNOA.
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#15-0519.08 and consists of this page I and evidence pages E-1,E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-0714.06
MlAM1 DACE Dulm Expiration Date: March 26,2021
Approval Date: August 18,2016
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 05-1018.01'and 07-0322.06)
2. Drawing No 4040-20,titled"Alum. Single Hung Window,Impact",sheets I through
I I of 11,dated 09101/05,with revision F dated 05/15/16,prepared by manufacturer,
signed and scaled by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
2)Large Missile Impact".fest per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
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 4SG TPS
spacer system,Duraseal"spacer system, Super Spacer®NXTTM Spacer system and XL
EdgeTM spacer system at insulated glass,prepared by Fenestration Testing I aboratorv,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
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 F.BC,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,TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., -rest
Report No. FTL-4957,dated 10/03/06, signed and sealed by Edmundo Largaespada,
P.E.
(Subinitled under NOA No.07-0322.06)
3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
..2)Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC:,TAS 203-94
along with marked-Lip drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06,both signed and
sealed by Edmundo,Largaespada,P.E.
(Submitted under NOA No.07-0322.06)
IX
ManuelPer Pi%.
Product Control.E=er
NOA No. 16-0714.06
Expiration Date: March 26,2021
Approval Date: August 18,20X6
PGT Industries,Inc.
NOTICE OF ACCEPTANCE- EVIDENCE SUBMITTED
B. TESTS(CONTINUED)
4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94
2)Cyclic Wind Pressure Loading 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
Report No. FTL-4645,dated 08/11/05, signed and sealed by Edmundo Largaespada,
P.E.
(Submitter)under NOA No. 07 0'322,06)
5. Test reports on: 1)Large Missile Impact Test per FBC, AS 201-94
2)Cyclic Wind Pressure Loading 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
Reports No.FTL-4649 and FTL-4723,dated 10/05/05 and 08/11/05,both signed and
sealed by Edmundo Largaespada,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 Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
..4)Small 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,TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung
window, with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test
Reports No.FTL-4947 and FTI.-4650, dated 08/11/05,both signed and sealed by
Edmundo Largaespada,P.E.
(Submitter)underNOA No.05-1018.01)
7. Test reports on:.1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
..2)LargeMissile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window, with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4948 and FTL-4646, dated 08/10/05,both signed and sealed by
Edmundo Largaespada,P.E.
(Submitted under NOA No.05-1018.01)
Manuel P)dei')P.E-
Product Controlincr
NOA No.16-0714.06
Expiration Date: Marek 26,2021
Approval Date: August 18,2016
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5'11
Edition (2014),dated 05/12/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0519.08)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA)
for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on
05/21/16.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their
"Kuraray Butacite@ PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5", Edition (2014), dated May
16,2015,issued by manufacturer,signed and sealed by A. Lynn Miller,P.E.
(Submitted under previous.NOA No. 15-0519.08)
2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer,
signed and sealed by A. Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0519.08)
3. Laboratory compliance letter for Test Reports No.FTL-4957,V-rL-4958 and FTI.-
5063,issued by Fenestration Testing Laboratory,Inc., dated 10/03/06, signed and
sealed by Edmundo Largaespada, P.E.
(Submitted tinder NOA No. 07-0322.06)
4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL-4723. FTL-4947,
FTL-4650,FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory,
Inc.,dated 08/10/05, signed and sealed by Edmtindo Largaespada,P.E.
(Submitted tinder NOA No. 05-1018.0X)
5. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016,
signed by Ishaq Chanda,P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0519.08, issued to KIT Industries for their Series
"SH-700"Aluminum Single 1-1-img Window-L.M.I.,approved on 07/09/15 and
expiring on 03/26121.
Manfiel Pefez, 1E.
,
-
Product Control IZ' �m her
NOA No. 16-0714.06
Expiration Date; March 26,2021
Approval Date, August 18,2016
E-3
GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS STANDARDS USED:
2014 FLORIDA BUILDING CODE(FBC),5TH EDITION
4ASTIJ E130"9
1,GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) -ANSUAF&PA=S-2012 FOR WOOD CONSTRUCTION
I'ALUMINUM DESIGN MANtW,ADM2010
A,5/16"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A.09D"KURARAY BLITACITE"PV-A[BY KURARAY AMSRICA.!NC.,l •
:AJSI-Sl00-0?/S2-2010
OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
B.5116"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 118-HEAT STRENGTHENED GLASS WITH A
.090"KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.)OR:090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
C.6/1B"LAMI CONSISTING Of(2)LITES OF 118-HEAT STRENGTHENED GLASS WITH A
KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.OW'SAFLEX" PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
D,7/1 7I1 B"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A.090"KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.)
OR.090"SAFLEX" PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
E.7/16"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3/16-HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP
.osol KURARAY BUTACITFOPVB(BY KURARAY AMERICA INC.)OR,090'SAFLEXD PVB,INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
F.7/16"LAMI CONSISTING OF(2)LITES OF 3110"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE*PVB(BY KURARAY AMERICA,INC.) SHEET
OR.090"SAFLEe PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............I
G.13/16"LAMI 10;(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 6/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A GLAZING DETAILS- 2
.090"KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC,)OR.09a,SAFLEX"PVS INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES— 3
H.13116"LAMI IM(1)LITE OF 10 TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE ELEVATION$-............ 4
OF 1/8"HEAT STRENGTHENED GLASS WITH A.D9Cr KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.) VERT.SECTIONS.............5
OR.090"SAFLEX'PVEI INTERLAYER(BY EASTMAN CHEMICAL COMPANY) HORIZ,SECTIONS 5
1.13/16"LAMI IG;(1)LITE Of 118"TEMPERED GLASS,AN AIR SPACE AND 6/16"LAMI CONSISTING OF(2)UTES OF 118"HEAT STRENGTHENED GLASS PARTS LIST.......................6
WITH A.090-KURARAY BUTA64TE'W PVB(By KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS...-- 7
J.131161 LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 7/18"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A CORNER DETAIL..............7
,DgCrKURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEXOPVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE ..........B-11
K.13116"LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIRSPACE AND 7/16"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE
OF 3l18"HEAT STRENGTHENED GLASS WITH A.090-KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.)
OR.090"sAFLr:xo PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
L.131161 LAMI IG!(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 7/18"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS
WITH A.C*0-KURARAY BUTA61TE"PVS(BY KURARAY AMERICA,INC.)OR.090"SAFLEX0 PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
M,13116"LAMI IG.,(1)LITE OF il8l'ANNEALED GLASS,AN AIR SPACE AND SM6r LAMI CONSISTING OF(2)LITES OF Vill ANNEALED GLASS WITH A
.090-KURARAY BUTACITE 0 PVB(BY KURARAY AMERICA,INC.)OR•090"SAFLEX8 PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
2.CONFIGURATIONS:"OX"(111,VIEW AND RADIUS TOP,ALL Wt LOW OR HIGH SILL OPTION)
3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3)
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1.300.
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300,
4,ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH li FOR ANCHORAGE DETAILS. mol)Uer P&VISED
w cmjllylvlao kh ItA pwfia
S.SHUTTERS ARE NOT REQUIRED. ijuildivaC dd
,;
Nmpuw.w.IG-0714.
6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
B, AZ4 up
7.REFERENCES:TEST REPORTS FTL-4646,FTL-4646,FTL-4647,FTL-4r>48,FTL-4649,FTL-4650,PTL-4661,FTL-4723,FTL-4067,FTL-4958 AND FTL-5083, �vf
ANSW&PA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
S.SERIESIMODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701.
9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY
HURRICANE ZONE(HVHZ).
10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED,
F JADDED SPACERS TO SHEETZ arlilk mmoo- GENERAL NOTES
1070 TEChMLOrY DRIVE
N VENICE,FL 14275 rk
ALUM,SINGLE HUNG WINDOW,IMPACr
P.O.sox 1520 olftn. R., A.LYN`NMIlIlItR,5•P'
.E.
~0w.low.- ' vy oww NOKOMIS,FL 34274 "s4ly&trr SHM 11 4040-20 IL PLll 18
[I►T—s[71
1 1 Part# Description Material
71 Ktxnmeding 4SG TPS Spacer System
R---�--, -- — — __ 72 �uenex SunerSpacernXrkOth Hm Nien Duty' See this
73 Quenex Dumseal Spacer Sheet for I
41 U 1I2"NOM. U 44 1/2"NOM. 74 Cardinal XL Edge Spacer Materials
GLASS BITE GLASS BITE REFERE CET ST REPO t"�:FTL-8717,BB 8 8 D
37
70 7 70
116"ANNEALED OR HEAT STRENGTH NED GLASS
090 PVB INTERLAYER 3/16"ANNEALED OR HEAT STRENGTHENED GLASS
090 PVB INTERLAYER
1/8"ANNEALED OR HEAT STRENGT EKED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS
5/16 NOM' 7/16"LAMINATED
5/16"LAMINATED GLASS 80,81 Dr 82 7116"LAMINATED GLASS 83,84 Dr 65
,1 NOTE:
71-74 71_74 C ]EXTERIOR INTERIOR LITE IG OUTBOARD
1 V UPGRADED
MAYBE
1 (ALL SECTIONS) UPGRADED TO 3116"
WITH NO CHANGE IN
P DESIGN PRESSURE.
KURARAY BUTACITE
46112"NOM. 1/2"NOM: PVB INTERLAYER
GLASS SITE 46 GLASS BITE or
SAFLEX9PVBINTERLAYER BY
38
EASTMAN CHEMICAL COMPANY
70 38 70
118"ANNEALED OR HEAT STRENGTHENED GLASS 3/15"ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER 090 PVB INTERLAYER
118"ANNEALED OR HEAT STRENGTHENED GLASS 3/18°ANNEALED OR HEAT STRENGTHENED GLASS
5/16"LAMINATED 7/16"LAMINATED
AIR SPACE AIR SPACE
118"ANNEALED OR TEMPERED GLASS 118"TEMPERED GLASS
13/16"NOM, 13116"NOM.
13/16"-LAMI IG GLASS W/5116"LAMI 86,87,88 or 92 13/16"LAMI IG GLASS W/7116"LAMI 89,90 or 91
PRODUCT REVISED
ALUMINUM Ds complying with tho lticrida
SILICONE HOT-MELT SUTYL REINFORCEMENT Duildiug Codc
STRUCTURAL POLYIS0. DESICCANT FILL AREA rleapwncc Nol�d t4.C�
STRUCTURAL SILICONE BUTYLENE 5116"NOM. laxpirwnzo ntu�
POLYISOBUTYLEN 114"NOM. FOAM 3116"NOM. 5118"NOM. SEAL /�) 1
WITH DESICCANT WITH BUTYLB �� SILICONE SEAL L7y"1lV&pL�.'�i�
DESICCANT DESICCANT LLL-FORMED :4iami aria Product Cudt70t.l '-
FOAM STAINLESS STEEL i
EXT•GLASS EXT.GLASS EXT,GLASS- ✓ `�...J
EXT.GLASS
`.
INT.GLASS INT.GLASS INT.GLASS INT.GLASS
O KODISPACE .SUPER 73 DURASEAL� XL EDGE"71 4SG TPS
CID SPACERWNXTT'" SPACER 7a SPACER
6f.` �i76
JR 0&0616 F ADDED SPACERS. 0101 ' - "•• -•r
• ^' 1D70 TECHNOLOGY DRIVE GLAZING DETAILS '• !•-:::-;- ^�'
N.VENICE,FL 31278 �/��"'�`� t!x `' .,..• _
�" ��r ALUM.SINGLE HUNG WINDOW,IMPACT
P.O.PO80X 1579
DoR cameo �: NOKOMIS,FL 34274 yu; y iktter d+- uvr e..+vn� A.LYNN MILLER,P.E.
F.K. Ol!/0.5 J.J. ?!13707 st1700 FUIi 2 1 i 4040.20 F FL P.E.#58705
Ill FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 1.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 63" 66" 68,1 70' 72" 7-v w v
I4 CE I IIVG RAIL
48" A,B,M 1+80.0 -80,0 +80.0 -80.D +80,4 I -au +80,0 .80,0 F+60.0 -80,0 +ao.o -80.0 +80.0 -80.0 HT.
JH
60" +80.D -80,0 +80.0 -80.0 +80.0 -80.0 +60.0 .86.6-1 180.0 -80.0 +80.0 -80.0 +79.0 -79.0
52" A,85 +80.0 -11D.0 +80.0 -80.0 +80.0 .80.0 +80,0 -80,0 1+78.8 -78.8 477.3 -77.3 +75.9 -75.9
531!8" A,B,M +80.0 -80,0 +80.0 -80.0 +79,6 -79.6 +78.2 -78.2 +76.9 ---76.9 +75.4 -75.4 +74,0 74.0
UPT063118,11 C,D,E,F,G,H,1,J, 1 +80.0 .80.0 +80.0 --80,0 +80,0 -80.0 +80.0 -mo +80.0 -80.0 +80.0 -00.0
STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 2,
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 38 318"
- 4w, 60 518' . ST72' 741 frv
MEETING AIL
4r A,B,M +80.080.0 +800 -80.0 +80.0 80.0 +800 -80.0 +70.D -70,0 +70,0 -70,0 +70,0 -70.0 HT.
SolA,B,M +80.0 -60.0 +80.0 -80.0 +80.0 -8D.D +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 1XI SASH
621A.S.M +80.0 -80.0 +B0.0 -00.0 +80.0 -80.0 +76,9 -76.9 +70,0 -70.0 +68,8 .85,8 +67.6 .67.6 T
531181, AS.M +ao.o -80,0 +80,0 -80.0 +80.0 -80.0 +76.0 -76.0 +68.0 -68.0 +66.7 -66.7 +65.5 -85.5
UpTO63i18'1 C.1),E,F,G,H,I,J,K,L +80.0 .80,0- +80.0 -80.0 +80.0 -80.0 +80.D .80.0 +70,0 .7D.0 +70.0 -70.0 +70.0 -70.0
CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 3.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS W
WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT,W1 SASH 5 76"FLANGED AND 75"INTEGRAL FIN) MINUS
WIDTH GLASS TYPE 2211118" 1 233116" 1 3331,V' 1 396116" 4413116" I 603W SASH
83118" 1 80.0 1-80.0 1480�0 t-80.0 1+70�O 1-70.0 1+70.01 -70.0 1+70.01 -70.0 1+70.0 1 -70.0 HT-
MEETING RAIL
GLASS TYPES: s TABLE 4. SASH
A-SM-VM771-/W ::��
FTL-4647,4648,4723,4 --
MAR110A_090,116 HS
C.5/16"LAMI-(1/8"HS,.090,1/8"HS) FTL4647,4648
D.7116"LAMI-(3116`X.090,3118'A) FTL-4645,48115
E.7116"LAMI I(Nri8°A,.090,3116"HS) FTL-4646 1440DUCT Rrmsr'.D
F,7116"LAMI-(31I6"HS-091),3/16'HS) FTL-4646 w Yifla'Oh W I?IOTW.
G.13/16"LAMI IG-118'T.AIR SPACE,5/16- Acccpl
' LAMI-(1/8'A,.090,1/8 A) FTL-4646,4723 Ehfildilig Coln
H.131161 LAMI IG-118"T,AIR SPACE,5/161 LAMI- FTL-4646
I. 13116"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI-(118"HS,.090,119'HS) FTL-4646 BY
'
J.13116" MI IG-118"T,AIR SPACE,7116'LAMI-(3116-A,.090,3/16"A) FTL4649,4050 Miami I rade PoIm,co"lv�
K 13116"LAMI IG-118"T.AIR SPACE,7/16"LAMI-(2116-A,.090,3116!'HS) FTL-4649,4650,4958
L 13118'LAMI IG-1/8"T,AIR SPACE,7116'LAMI-(311 WHS,.I)90,311 V'Hs) FTL4649,4650
M.13116"LAMI IG-IIW'A.AIR SPACE,5116-LAM]-(118"A..090,11EV'A) FTL-5063
NOTES: 1,WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN
PRESSURES ARE UNEFFECTED,
2.FOR INTEGRAL PIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING I FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS.
3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 M-MINIMUM TO 38"MAXIMUM.
4.GLASS TYPES C,G.H.AND I MAY BE USED IN SASH ONLY
DESIGN PRESSURES
10707ECHNOLOGYDRM
N.VENICE,FL 34275 ALUM.SINGLE HUNG WINDOW,IMPACT
1- ':MILLER,P.F.
P.D.BOX 1529 Jil. im- A.LYNN
NOKOM9.FL 3W4 Visibb,Betty 4040-20 F FL P.E.#58705
F.K W1105 -47-Z2"7 I I-AfTS 1 3 � 11 1-1
53118"MAX.FLANGED WIDTH
52 118"MAX.I.F.WIDTH
49 5/8"MAX.FIXED
OLD(ALL) D
75-MAX. T5" 75'MAX.
SEE DLO I.F. I.F. I.F.
TABLE 0 D HEI HT SEE DLOA A I HEI 3HT SEE OLD 0—j HEI'HT
TABLE o TABLE 0
76"MAX. 78"1 4AX. 76"MAX.
FLANGED FLANGED FLANGED
Hi HT HEI HT 'HT
SEE OLD 38 1161. HEI,
TABLE x MAX.
SASH SEEDLO x 3 E SEE DLO 8 E
HEIGHT TABLE NO 4 TABLE 0
L 'I Lx I
4B 1/4"MAX
VENT DLO(ALL) DETAIL B DETAIL C
DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH)
E
75'MAX / 75-MAX.
I.F.
HEIGHT
SEE DLO I E—J HEIGHT
TABLE SEE DLO
1 0 j
76"NkAX. TABLE 0 76"MAX.
FLANGED
I FLANGED
HEIGHT HEI
ELE W PRODUCT REVISED
SEE DLO LAS; SASH SASH m molplyinji IvIlb tw vhv&1A
SEE OLD TABLE x E "
ngCuRr
HEIGHT HEIGHT, ""P
DETAIL D DETAIL E
VIEW L(�US�ICMAASHJ RADIUS TOP(CUSTOM SASH)
NOTES:
1,SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, z.
2 SEE SHEET 7 FOR CORNER DETAIL VIEWS,
0:SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION,
4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS 5&0)ARE BASED ON A THREE OVER TWO FORMAT.
3y'
1070TECHNOLOGYDRIVE275 ff1b—MNra ELEVATIONS
NNENICEJ1.30
ALUM.SINGLE HUNG WINDOW,IMPACT
It
P.O.BOX 1520
� m
0
,neje wa: NOKOMid,FL 34274 Vlislbly Berner A.LYNN 6LER ,P,E.
I.K. WIWg J.J. 22"? Z1. 404a20 Fj FL P.E,4 587V5
ITEM DwG,# DESCRIPTION PGT# ITEM Dwa# DESCRIP-ROM PGI#
1 4002A FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61636K
2 1156 #8 X 1.000 QUAD PN,SMS 781PQA 61 SCREEN CLOTH 61816
3 4003C FLANGE FRAME SILL(LOW SILL) 612228 63 505 GLAZING CHANNEL{.888 X.500 6533402
5 1626 ADHESIVE OPEN CELL FOAM PAD 7P?01826 04 'i 16i #6 X 1.000 PH.BUGLE TEK 708X1
s 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,IA6X1/2-7116LAM8 620VISIO
7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL HIGH SILL) 64051
8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL(HIGH SILL) 64050
9 4020 SPIRAL BALANCE,318",5/8",OR 11116" 70 SILICONE,DOW S99,995 OR EQUIV
10 1080 BALANCE COVER,3/8"OR 5/8" 68ALCVR916 80 A GLASS,5116"LAM,(118"A,.090 PVB,118"A)
11 #8 X.760 PH.PN.SMS 7834AA 81 B.GLASS,5116"LAW,(118"A,090 PVB,1/8"HS)
'12 BALANCE BOTTOM BRACKET 78ALTBKT .82 C.GLASS,5/16"LAM),(118"HS„090 PVB,1/8"HS)
13 1085/1086 SASH TOP GUIDE 42504 83 0.GLASS,7/16”LAMI.(1/8A.090 PVB,I/8°A)
i5 #8X1 PHILLIPS FLAT HEAD S.STL 78X1FPAX 84 E.GLASS,7116"LANs,(1/8"A.090 PVB,1/8"HS)
16 1080.1 BALANCE COVER,11116" SBALCVR670 85 F.GLASS,7116"LANK,(1JB"HS,.090 PVB,118"HS)
17 4053 SASH STOP COVER 64053 86 G.GLASS,13/18"LAMI IG;1/87,AIR SPACE,5116"LAMI,(118"A,090 P\43,118"
18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS.13118"LAMI JG;118"T,AIR SPACE,5116"LAMI,(1/8"A.090 PW,1J8"HS)
19 #8-32 X 1/2"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 I.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,5116"LAMI,(1/8"HS,.090 PVB,1J8'11S)
21 4054C FIXED MEETING RAIL 8064C 89 J.GLASS,i3J16"LAM)IG;118"7,AIR SPACE,7/16"LAM, WIVA.090 PVB,3/18"A)
23 40060 SASH TOP RAIL 84006 90 K.GLASS,13/16"LAMI,IG;11$"T,AIR SPACE,7116"LAMI,WIWA,090 PV8,3116"HS)
25 1235 VVSTP.,.170 X270 BACK,FIN SEAL 67S16G 91L.GLASS,13/16"LAMI IG;10'r,AIR SPACE,7116"LAM 3/161HS,.090 PV9,3/16"HS)
26 1096 SWEEP LATCH 71096 92 M GLASS,13116"LAMB IG;118"A AIR SPACE,5116"LAMB,0/8A.090 PVB,1/8"A)
27 1016 #0 X.625 PH.FL.SMS 7656 —2.878
28 4007 SASH BOTTOM RAIL(LOW SILL) 612239
30 1226 WSTP.,BULB VINYL STP249 2.784
31 4008 SASH SIDE RAIL 612231
34 1286 SASH FACE GUIDE 42501 D62
35 1622 LAM SETTING 71822K 0
�
1,65
36 1062 LAM IG SETTING BLOCK 1"X3/4'X 1115" 71052K
37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K 062
38 1225 VINYL GLAZ•BEAD BULB(THIN) STP248K
41 40398 GLAZING BEAD,6116 LAM.GLASS. 640398 �? FRAME,I.F.HEAD
42 40448 GLAZING BEAD,5115 LAU W/GRILL KIT 644703 #4071A,6063-T5
44 4222A GLAZING BEAD,7/16"LAM) 64222 4$ FRAME,I.F.LOIN SILL
45 985C GLAZING BEAD,7118"LAMi WIGRILL KIT 6985
46 4067 GLAZING BEAD,13/18"LAMI I.G. 640$7 #4072A,6083-T8
47 4071A FRAME,S.F.HEAD 64071
PRUDUCI•ftG'V1Sdp
48 40T2A FRAME,I.F.LOW SILL 64072 2.374 cr compivia8 with INFlor'NIa
9utldh'a Cad.
49 4073A FRAME,I,F.HIGH SILL 84073 AccnptnaceNu 0 14,,E
50 40748 FRAME,I.F.JAMB 64074 13p rat izrtc a
52 4009 SILL LATCH(EGRESS)(LOWSILL) 764009 .062 NOM 8y3?fJ, n
53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 4,171 Miami la kYrndwtCxmlrol r ,
54 2740 SILL LATCH(EGRESS)(HIGH StLL) 62740 2. 1
55 1014 SCREEN FRAME(HOR.5 VER.) 61014 062 NO. y
56 1630 SCREEN CORNER KEYVWRINGS 71530 THICKNESS
57 1631 SCREEN CORNER KEYW/OUTRINGS 71631
58 1073 SCREEN SPRING 7CASP
59 1624 SCREEN SPLINE-.135 DIA FOAM $i824K FRAME, I.F.JAMB
50
49 FRAME,►.F.HIGH SILL #40748.6063-T6 �^—c
#4073A,,3063-TG (USED AS RADIUS 70P HEAD)
a!: an: xntnav: 5070 TECHNOLOGY t7Rh+E PARTS LIST
i� .`•'34i;'!.....
N.VENICE.FL 34475
�T ALLIflr}SINGLE 14L1NG WINDOW,IMPACT
r P.O.80X 1529
cer;Lex a.n mY: NOKONS.FL 3W4 Visibly Beucr "�`va °nb '" �+ A.LYNN MJLI ER,P.E.
FK sums J.J. 2!13107 SN7vn IVIS 8 11 dD402D F FL P.E.#58705
I.F.FRAME SEALANT ALONG ENTIRE JOINT
a47 R LF.FRAME
2
[----2.704— .062--
12.830 2.330
1.363 LL
.082 6 or 50
FLANGE FRAME HEAD �I
#4002A,6063-T6 2.784 �I
FLANGE FRAME SILL (LOW) WELD
1.748 a #4003C,6063-T6 ALONG
SCREW
SEALANT OR GASKET BOSS(2)
q2710 I-1.613—j .736 AT HEAD AND SILL
.082 ,490 r-.040 I
452— VIEW D-D VIEW E-E
(1/1&VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
SASH STOP SASH STOP COVER L&VIE — — FRAME CORNER CONSTRUCTION
FLANGE FRAME JAMB #4026,6063-T5 17 #4053,60345 050
#4004,6063-T5 1.185
(USED AS RADIUS TOP HEAD)
.678
1.3422.326--0`-� � 1.496--}-�--*-I
*-2.279—� 062 1,349 6/16"
#40398,6063-T5
[:2 n' 1.979
.062 1165 7 .062— SASH SIDE RAIL
.052— 31 #4008,6053-T5
FIXED MEETING RAIL 23 SASH TOP RAIL 28SASH BOTTOM RAIL(LOW) 676
21 #4054A,6063HD-T6 #40060,6063HS-T6 -44007,6063-T5 050 .050 T PRODUCTRMSED
1.096
GLAZING BEAD.5/16" es nonp[yingwilhsheNlmisla
78 Cc&
h� @ #40448,6083-75 AccopisutcMo IG-0qAl4,'0(q
1,096 1 - - 1 (USED W/GRILL KIT) dpi mpase
T
.062GLAZING BEAD 7116 v I
-y-
2.946 "
#4222,6063-T5
3.446 2.838 683 4-050
.082-
678 1,097
I 46 GLAZING BEAD,13/16"IG
#4067,6063-T5
69 FLANGE FRAME SILL(HIGH) 6g SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7116"
#4051A,6063 T6 #985c,6063-T6#4050A,6063-T6 (U SED Wl GRILL KM
of.
1070 TECHNOLOGYDRIVE EXTRUSIONS&FRAME CORNER DETAIL
!
N.VENICE.FL34,
my . R A 'ALUM.SINGLE HUNG WINDOW,IMPACT
M
P.M 89X 1620 1 A.L��'WILLEI'
a~Dy mw WOKOUG.FL 34274 visibly Rate m"�ftw N R,P.E.
F2 J�.. 11 40�2�O FL P,E.9 58705
K svf/W A-1 __J
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES:1. ANCHOR TYPES: I-1/4"ELCO TAPCONS
WINDOW HEIGHT 2-114°ELCD SS4 CRETE-FLEX
SUBSTRATE' 29.655 37.156 44,655 52.165 1 mm 67.155 74.655 76.000 3-#12 SCREWS
ANCHOR E. C) 01 0 L)l P 0 0 O'D c)I (3 0 c--, —, 2.ANCHOR LOCATIONS ARE BASED ON THE
TYPE. 01A 01 0 L) u:OT0 9 01 z z'qo z
__ k
c^ -Icqo 0 z-Z
C)c0l C-1 g zj_ 01"0 z
.0 . c,1 No-
W"DOW 0 0 a� 0-t) 0"� 0 OC43 0 0 a 0 N 0 FOLLOWING DIMENSIONS:
00 80 00 Ou 00 ou 00 � L) ()
WIDTH TYPE F I
GLASS ci t HEAD-18 U2"MAX.FROM TOP CORNERS
C,D,E,F,G11- JAMBS-17 1/r MAX.FROM TOP CORNERS
15"MAX.FROM BOTTOM CORNERS
[.2 -2 if
19.125 H,I,J,K,L fj"i I*j J'j[j'il i 2"li il'2 '31-1 3 il"2 314 61 MAX.BELOW MTG,RAIL
BILL-ANCHORS NOT REQUIRED
A,B.M ii, if il ii 2j 'ij� 212 3 2 3i21212 3 2
1(1 Ill 1 2 Nf� �12 '2!i 212 3'21 3.INSTALL PERTH E ADJACENT TABLE ANCHOR
PSF 70 QUANTITIES USING THE DIMENSIONAL CRITERIA OF
C,D,F-,F,G, I NOTE 2.
12 21212 -1 - 212 31 i 2j'2 31
24.000 H.1,J,K,L 11-1 '1 1 ill 212 fl 112 2 2 2 2 2 2)'2"' 2 3 12'1 1 1 2 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
A,B,M . 1. 1 1 1, 11.1...-11
2 ri 2'j-31 3 312 212 3 2
ikll� �,I� 2,12 1 212 212 212 31� 3' 12121213 i 2 ARE I"LESS.
PSF 68 77 5. DESIGN PRESSURE LIMITATIONS:
C,D,E,r-,G, 1 1 1 2 1 2 1 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A
32.00() H,I,J,K,L 1 i 21 313ii i 3fij5"iTi 313 14,3 3 2 41- SOLD ITALICIZED VALUE ABOVE THEM,INDICATE A
.21 31 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
1 2 1,31 2 1 3 C3 1 4 - - F3 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE
2 3 3*13 1 31' k�i 31 1 312 413 413 31i 41
ABM -i f-1111 _1F1 212'1�12'Nf� 2 11 21d3 3 �11� "�l 2 31` MAXIMUM DESIGN
PRESSURE FOR THE
PSF 59 67179 1 RESPECTIVE SIZE
C,D,E,F,G, 1 1 2 2 1, 2. 1_1 2 2 2 1 2 2 1 2 ..-2.....1 2 AND GLASS TYPE IS
T ff 3 313�4f3 313 312 3 3 4[3 AVAILABLE.
37,000 H,I,J,K,L 2 2
T _' i 2 2 1213"1� I
_�_Fi 'i 2'±2 -�-j 1 2 2 1 2 2 1 2 2 1 2 2 1 2
1 2 1 1
A,S,M
- 2 212 313 313 313 4i3133 312 3 414 31214131
ITI �� 2',2 2 213 212 2i3 3
PSF 54 79 62 79
-7— _r_2 2 2 2 2 2 2',
FDE rG� 2 _F 2 2 2 2 2 2 1 2 2 2 2
1 2 1 _r� i
_jTf�l f'jTj _214 212121� 2% 2ilik% 313 141, 13'314 * t I
H�I,JXL T 212 31,3 413 3!3 3 3 31� 3 4 1 3 4
40.000 1 $ 4:3 1 , 4i i
2 2 2 2 2 [i2 2 2, 2 2 2 2 2- 2 241 2 2 2
ABM 3;34 ,�3 313 1 TABLE KEY:
1 1 212 3
-fl-i�EZ i!2 Zit 2.3 2';2 i3 3,31 - 13 44 314 31 413 42!4 �13 5'!3
PSF 49 79 56 79 79 MAX PSF
c,6,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2, 2
2-* i 3f 2 2 313 1 1 1 1 1 4 4 1 313 5.14 HEAD
- T1_1T1 F2T2 ' 12_2T 3 1 2 1 � I I (DP LIMITED 117 PRODUCTRFYISIM
44.000 H,I,J,K,L 1F1 i i14 2 3 J� 31 i 1 '4 41-331 i I�,!'i 14 jf� 1"i'4"41 3 ss`pl)ins wilb Ito Flodim
2 i 2 2 2 2 2 2 1 2 2 1 2 1 2 2 2 2 2 2 2 2 2 2 JAMB
ABOVE Building CO3
3
A,B,M -11-1 T f-i-ITI-21-2 ij�]_ 3,1 i ajj� '�[4 _d'413 !4 3f3i 4
141 il il ol 413 4'l 4 �13 4113 41 31 514f MTG,RAIL
PSF 45 74 61 74 1 78 79 2 2 2 2 3 2 2 3 2 2- JAMB BELOW mi.mi Opal
C,[],E.F,6: 2 2 2 2 2 2 2 2, 2 ..2 . -2. 3 MTG.RAIL
48.000 i I i[- ll�I
H,I,J,K,L il'i-iT-f'i fi- ill 131314 313 313 4 4 3 4!4 31 3 4141� 4 3"'�1'4 4i4 413 514
,2
2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 2 3 2 2
A,S.M (FULL DP)
k 0
2 12
2
1 212 2
2'122 K3'12
1 i1i
112
2±2
3 4 3 3 2±4
4
2 �2 1-17
14 1
2 2
4 1 3 1
4±3
)W
F1 r2j_2 'i li_ifl_31-ij 2 l i 3113 3i± 313 313 414 4i 4' il i 4 4 444413HEAD 2
514 414
79 1 jAwa ABOVE
PSF 41 67 46 67 76
C,D,r=,FG. 2 3 3 2
2 2 2 2 3 3 3 2 3 3 2 3
_2
jilill 313 313 414::il 3 1
63.125 i. -i ir2l ii I 31i MTG RAIL AMB wl
H,I,J,K,L I i 4W4W 414
1414�4 313 4i 4' 515:445A615 -411� 5f4I
2 2 3
3 ..2',
2 2 2. 2! 2 MTG.RAIL
4 3
12221222333133`34
14 43 4415°414131
I �� 14%14�14 J13
-jjj
3 3 3 4 13
'C ANCHORAGE SPACING,STANDARD VIEW
MG 107DTVENICE,
11.11OLrDRN1
NN.C, 3,2
P.O.W,x 1629 ALUM.SINGLE HUNG WINDOW, IMPACT
s;0_ A.LYNN MILLER,P,E.
-Sr5�sy Nw 1 NTS1 9 a 11 15.,��ft4040.20 1 F FL P.E.#58705
F.K. 7129105 J.J.1— 1AIS07
ANCHOR QUANTITIES ABOVE MEETING RAILHEAD
8,1AM 3 CU TOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES:
- F_RE - _ —
WiN_ OW HEIGHT CUSTOM
SASH
HEIGHT FROM TABLE8. i, ANCHOR TYPES: 1-1M'ELCO TAPCONS
SUBSTRATE: 17.12 22.668 28.211 33.754 39.2 44.839 50.382 55.025 2.114"ELCO SS4 CRETE-FLEX
ANCHOR TYPE: 3-#12 SCREWS
YPE: 0 0 0 0 v a 0 0 0 0 0 01 Q u g 0 u 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING
WINDOW C9 zim z crt u z - vj 01,Zj_
O _ SN� 0 8 DIMENSIONS:
WIDTH 0 L) V 0' HEAD-18 V2"MAX FROM CORNERS
0 z z cl�o z z 07-0- z 2 0 0 z
SLARS C-4 "1 0 0"F 0 c'r 0 0 0 0,11C411 0.3
TYPE
19,125 D,E,F I JAMBS-17 1/2"MAX.FROM TOP CORNERS
K,L' 2 2 2 2 2 2 2 2 2 2 3 2 -3 3 3 21 11 112"MAX,ABOVE THE MEETING RAIL
1 1 8"MAX.BELOW MTG.RAIL
24.000 16"MAX.FROM BOTTOM CORNERS
K,L "1 2 2 2 2 2 2 2 3 2 3 3...-..3..
3 3 3 13 4.. SILL-ANCHORS NOT REQUIRED
D,E,F,J,l I I 1 2 1 1 1'. 1 1 1 1 1 1 1 1 _I 1 1 3,DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
32.000 VI
L 1 2 2 2 3 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR
K. 3 2 3 3 3 4" '4-- 4 '3 4' S' '3'* EW WINDOWS FROM TABLES 7.AND B.USING THE
PSF 79 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW.
37.000 D,F'F'J' 1 _1 'I 2_ 2 .2 1 2 2 1 2 27-2 F-IT2 1 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
_? -F. I j
KJ_ 1 2 2 a 4 3 1 3 1 3....4 S 4 J_4 1 5 5 1 4 1 5 WINDOWS ARE 12 5V MIN.TO 38"MAX.
5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
PSF 79 79 79 79 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
40.000 D,E,F-j, 2 2 2_2 2 2 2 2 2 2 :�T 2 2 2 2 V LESS.
KL 2 3 —3
I 1 2 2 4 1 3 4 4 3 4 3 4 6 6 1 4 6 6.DESIGN PRESSURE LIMITATIONS:
— SIZERO KS OF THE ADJACENT TABLE WITH A HOLD
PSF 79 76 79 77 79 79 79 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM
��TTE','E
NP
44.000 D,E.F.J, 2 2 2 2 2 2 2 2 2_ 2 2 2 2 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
2 3 a 3 4 '4 1 3 5 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN
PSF 78 79 70 79 79 71 79 1 73 76 PRESSURE FOR THE
46.000 D,E,F J 2 2 2 2 2 2 3 2 RESPECTIVE SIZE AND
3 2 2 GLASS TYPE IS
K —1 _'
1 2 4 4 5 4 5 5 4 6 5 4 6 L6 5 8
AVAILABLE.
PSF, 71 79 1 63 71 79 64 74 66 77 1 69 89 1 TABLE 7.KEY,
53.125 D.E,F.Jt_22 2 3 2 2 3 2 3 .3 2 —3 3__j 3 1 2 1 3 1
KL I 1 2 2 2 A 4 6 5 7 7 MAX.PSF
(DP L9NffED) 112
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT.
TABLE B. JAMS ABOVE 2
SASH HEIGHT MTG,RAIL
SUBSTRATE- 12.776
776 15.776 18.776 1 21,776 24,776 27.776 30,776 31.106
ANCHOR TYPE.-" � 0 - - 0 U u (FULL DP)
70-4 0z - Collo, 01, A18 , 21, &0 2 -j" - m 0 , z 14 0 z n=r1A.'
0 0
WIND( a 0 eq
Q F 00
VVIDI 3 8Z 8 § ABOVE 1 4PRODUCT'RF.41flE0
1
19.125 1 1 1 1 1 2 1 1 1 2 2 1 1 2 2 1 2 2 2 2 2 •2 2 2 2 2 2 2 2 2 MrG.RAIL owmplims with dw rtarift
24.000 2 1 1 1 1 _21 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 3 2 2 3 2 2 13.61,11n8 cod.
32,000 2 T-1 T_2_ 2 2 1 2 3 2 1 2 3 1 2 3 3 1 2 3 3 2 3 4 2 3 4 2 3 Attoplaacallo) d !
37,000 - 79
2 2 1 2 3 2 3 3 2 3 3 3 3 3 3 3 TF-3-T_3 4 3 q TABLE 8.KEY:
40.00074 MAX.PSF
—2 _2 =2 2 2 2 -3-T 2-T 3 3 2 3 3 3 3 4 3 3 4T3T4 -473 4 QP LIMITED} 112
OB 78
JAMB BELOW 2
44.000
2 2 --T-3-T_3 4 F-3-T-4 5 3 4 IvTrG,RAIL
2 2 2 2 3 2 3 3 4
4lL000 63 72 79
4
2 2 3 3 4
7'
2 2 2 3 2 3 4
2 2 1 2 4 3 1 3 1 4 3 4 (FULL DP
773 so 60 72 JAMB BELOWI=9�
2 2 3
53.1 6 2 2 L -3-T-Y-f—4f-TT_41 MTG.RAIL
��d 3 5
1070 TECHNOLOZY DRIVE ANCHORAGE SPACING,CUSTOM VIEW
N.VENICE.FL 34275
rw ALUM.SINGLE HUNG WINDOW,IMPACT
P.O.Box 1529 rv%040
NOKOH6,FL 34274 Visibly Better p A.LYN R,P.E.
;TS FL P.E.#WIN5
F
EXTERIOR INTERIOR NOTES:
ALL HEAD AND SILL DETAILS) WOOD ANCHOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY
1.3/4"MIN.EOGE 1 (SEE NOTE 2&3) APPROVED 114"ELCO TAPCONS OR 1/4'SS4 CRETE-FLEX.MINIMUM DISTANCE FROM
1�3 V CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1314".
(SEE NOTE-I a 3j9vWO
, 00 A,W 2 a 1°JCOC APPLICATIONS IN MIAMI,DADE COUNv 1 Y,USE n12 ST EEL SCREVVS(GS)OR
(SEE NOTE 4) 1"MIN.EDGE 1/4"684 CRETE-FLEX.
3.35 KSI MIN. T3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS,
CONCRETE ": •:',t y 31B"MIN„114"TAPCON 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE
'•n':'' TOTAL THICKNESS IS LESS THAN 1 1121, ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
1 314"MIN.,1/4-CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE
OPTIONAL 1x � 1 318' 1 112"THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
WOOD BUCK �� �f _ MIN. ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
{SEE NOTE 4) 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF
114° 114° 6083-T5 AND A MINIMUM OF 1/8"THICK,THE ALUMINUM STRUCTURAL MEMBER SHALL BE
MAX. OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT
SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET
DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE
MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS
TYPICAL FLANGED HEAD ANCHORAGE MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN
INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN
y MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE
11/4" 1 "
�{ MEN. MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT.
1/4"MAX.SHIM-►{ I+- MIN. {. 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
114"MAX.SHIM—►{ MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT
�� ° •' 1-314"MIN EDGE I 0 1"MINrEDGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT,
EDITION.
ImMrqMt CONCRETE ANCHOR, WOOD ANCHOR,
FH BELOW MEETING FH BELOW MEETING
RAIL(SEE NOTE 1&3) RAIL.(SEE NOTE 2&3)
v.
p 3.35 KSI MIN.CONCRETE I INTERIOR
r„ 4 OR 1.5 KSI MIN.CMU (ALL JAMB DETAILS)
71 EXTERIOR
( 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK
OR CMU SUBSTRATE(SEE NOTE 4) (SEE NOTE 4)
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
114" 5/8"MIN.EDGE
-1/2"EMBEDMENT MAX.
SHIM 1/4"
WOOD FRAME MAX, PttnIIUC'PIiEVISED
-WOOD FRAME SHIM a tcolplyiuB tvllh ttw Ftuidn
c • Co m0tuoB Cork
.N.—tOu i4
5!8"MIN.EDGE P
Z l ,o�,
I .131"DIA.MIN.— pinttgm ule $Y' ?Q2.1
2-112"EM EDMENT —�— x 2 llr NAIL, 1 U
t✓ AT CORNERS
131"DIA MIN: 91 omit l)ado Product
QT CORNERS?x —�� AND 5"O.C.
WOOD FRAME
AND 6"O.df7 5/8--MINEDGE
-/ 131°DIA.MIN. (� '
1M/AX. x 2 1/2"NAIL, (l l r.•• '
SHIM AT CORNERS
AND 5"O.C. 2-112"EMBEDMENT
DETAIL F, (HEAD) DETAIL E_(JAMB) DETAIL G, (SILL) r
TYPICAL INTEGRAL FIN ANCHORAGE
ow,r m.I.1au:
1WOTect�NOLOGYDNVE NCHOR.4GE DETAILS •"'-;'',;:••:: �;�.'
N.VENICE,FL 34275 irttr -
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P.O.BOX 1628 �— ALUM.SINGLE HUNG WINDOW,IMPACT
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