HomeMy WebLinkAboutProduct Approval (5) F RECEIVED JUN"0 3 2�
FILE COPY
MlAMFLaAgE MIAMI--DADE COUNTY,FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY It 805 SW 20'Street,Room 208
AFFAIRS(PERA) Miami,Florida 33175-2474
HOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
_NOTICE OF ACCEPTANCE (NOA) www.miamidade.novinera/
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction.
materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA
Product Control Section to be used in Miami—Dade County and other areas where allowed by the
Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product
Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve
the right 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.
PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Serres"W-M O" Aw- t{o taTSl Pilm���incloi�a=L.M.I.
APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact",
sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by
POT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the
Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and
Expiration date by the Miami—Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant,
LABELING: Each unit shall bear a permanent label with the manufacturer`s name or logo, city, state,
model/series and following statement: "Miami—Dade County Product Control Approved" unless otherwise
noted herein,
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement
of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA Na, 11-0630.02 and consists of this page 1,evidence pages E—1,E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon,P.E.
/( NOA No.11-1114.04
MAMI•DAD'COUNTY J �12, Expiration Date: December 21,2016
Approval Date: February 16,2012
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No.'s 67-0815.09 and 06-0405.06)
2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1
through 11 of 11, dated 02/28/2006 with the latest revision "t" dated 10/17/2011,
prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony
Lynn Miller,P. E.
B. TESTS
1. 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 XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No.-FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda
P. E.
(Submitted under NOA No. 07-0875.09)
2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test,Type"C"sliding window, Grade 10,
per FBC 24113.2.1,TAS 202-94 and per ASTM F 842-04
Along with marked-up drawings and installation diagram of XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo
Largaespada, P. E.
(Submitted under NOA No. 06-0405.06)
3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test,Type"C"sliding window, Grade 10,
per FBC 2411 3.2.1,TAS 202-94 and-per ASTM F 842-04
Along with marked-up drawings and installation diagram of XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4859, dated 03/08/2006, signed and sealed by Edmundo
Largaespada,P. E.
(Submitted under NOA No. 06-0405.06)
Jaime D.Gascon,P.E.
Product Control Section Supervisor
NOA Na. 11-1114.04
Expiration Date: December 21,2016
Approval Date: February 16,2012
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE:— EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC,
prepared by PGT Industries, Inc., dated 10/26/06, signed and scaled by Robert L.
Clark,P.E.
(submitted under previous NOA No. 07-0815.09)
2. Complies with ASTM E1300-98/04
D. QUALITY ASSURANCE
1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs
(PERA)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co.,
Inc. for their "DuPont Butacite@ PVB Interlayer" dated 09/08/11, expiring on
. 12/11/16.
2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP
Glass Interlayer" dated 04/17/2008,expiring on 04/17/2013.
F. STATEMENTS
1. - Statement letter of conformance and compliance with the FBC-2007 (with the 2009 ,
supplement) and FBC-201 0, dated 10/25/11, signed and sealed by Anthony Lynn
Miller,P. E.
2. Statement letter of no financial interest and independence, dated 10/25/11, signed and
sealed by Anthony Lynn Miller;P.E.
3. Letter of Adoption of as his Own, the Work of another Engineer per Section
61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn
Miller,P.B.
4. Statement letter of no financial interest, conformance and compliance with the FBC-
2007,dated 06/29/2011, signed and sealed by Robert L. Clark,P. E.
(Submitted under previous NOA No. 11-0630.02)
5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration
Testing I Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda,
P.E.
(Submitted under previous NOA No. 07-0815.09)
Jaime D.Gascon,NZP--
Product Control Section Supervisor
NOA No.11-1114.04
Expiration Date: December 21,2016
Approval Date: February 16,2012
B-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
6. Laboratory compliance letter for Test Reports No.'s FTL-4858 and FTL-4859,
issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed
'by Edmundo Largaespada,P. E.
(Submitted under NOA No. 06-0405.06)
G. OTHERS
1. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series
"HR-710 Aluminum Horizontal Roller Window — L.M.I.", approved on 08/18/2011
and expiring on 12/21/2016.
d Jaime D.Gascon,P.E.
Product Control Section Supervisor
NOA No.11-1114.04
Expiration Date: Deceinber 21,2016
Approval Date: February 16,2012
E-3
GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW
1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE n FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP.
A 6116'LAMI CONSISTING OF(2)LITES OF 178'ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFtEMEEPSAFE MAXIMUM PVS INTERLAYER
B.616'LAM[CONSISTING OF(1)LITE OF 116'ANNEALED GLASS AND(1)LITE OF V8'HEAT STRENGTHENED GLASS WITH A•090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE
MAXIMUM PVS INTERLAYER -
C.6116'LAMI CONSISTING OF(2)LITES OF V8'HEAT STRENGTHENED GLASS WITH AN.00 DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVS INTERLAYER
D.7/167 LAM[CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH AN.0%DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER
E.716'LAMI CONSISTING OF(1)LITE OF 3/16'ANNEALED GLASS AND(1)LITE OF 3116'HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLE)OKEEPSAFE NOA DRAWING MAP
MAXIMUM PVS INTERLAYER SHEET
F.7/16'LAMI CONSISTING OF(2)LITES OF 3/16'HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER GENERAL NOTES...........1
GLAZING DETAILS.-...._..-.2
G.13116'LAMI IG:(1)LITE OF 118'OR 3/16'ANNEALED(MIN.)GLASS,6116'OR 3/8'AIR SPACE AND 5116'LAMI CONSISTING OF(2)LITES OF 116'ANNEALED GLASS WITH A DESIGN PRESSURES.......3
ELEVATIONS.._........_....4
490 DUPONT BUTACTTE OR SAFLEXlKEEPSAFE MAXIMUM PVB INTERLAYER VERT.SECTIONS...........6
H.13116'LAMI IG:(1)LITE OF 11W OR 3/1W ANNEALED(MIN.)GLASS,5116"OR 3/8'AIR SPACE AND 6116'LAMI CONSISTING OF(1)LITE OF 1/8'ANNEALED GLASS AND(1)LITE HORIZ.SECTIONS..........5
PARTS LIST----------6
OF 118r HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLF.XIKEEPSAFE MAXIMUM PVB INTERLAYER EXTRUSIONS....._.._......7
L 13116'LAM!IG:(1)LITE OF 118'OR 3/1S'ANNEALEDMIN.)GLASS,5'16'OR 378'AIR SPACE AND 5/16'LAMI CONSISTING OF(2)LITES OF VB'HEAT STRENGTHENED GLASS CORNER DETAIL_............5
( ANCHORAGE_......._......8-11
WITH AN.090 DUPONT BUTACITE OR SAFLEXIfa_EPSAFE MAXIMUM PVB INTERLAYER
J.13116'LAMI IG:(1)LITE OF 118'OR 3/16'ANNEALED(MIN.)GLASS.3116'OR 1t4'AIR SPACE AND 7116'LAMI CONSISTING OF(2)LITES OF 3116-ANNEALED GLASS WITH AN
.090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER
K.13718'LAM)IG:(1)LITE OF 178'OR 3116'ANNEALED(MIN.)GLASS,3116"OR 1/4"AIR SPACE AND 716'LAMI CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS AND(1)LITE
OF 3/16'HEAT STRENGTHENED GLASS WITH AN.OW DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER.
L 13/16'LAMI 10:(1)LITE OF 11B'OR 3116"ANNEALED(MIN.)GLASS,3116"OR 114'AIR SPACE AND 7116'LAMI CONSISTING OF(2)LITES OF 311 S'HEAT STRENGTHENED GLASS
WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER
2.CONFIGURATIONS:OX,_XO XOX
3.DESIGN PRESSURES:(SEE TABLES,SHEET 3)
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02-
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130""
4.ANCHORAGE THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCTREVISED
Su6dt�a6�NeFEoddn
S.SHUTTERS ARE NOT REQUIRED. AaeFt Nn
G
S.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. BY
7.REFERENCES:TEST REPORTS FTL-0858,FTL-0659 AND FTL-533D.
ELCO TEXTRON NOA:04-0721.01,03-=S.DS INV u
ANSUAF&PA NDS-2005 FOR WOOD CONSTRUCTION
ADM-2005 ALUMINUM DESIGN MANUAL �'pCty��...M/I(
�.:vNSB •.FP
8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY
HURRICANE ZONE(HVHZ).
•- No.58705 * '
9.FOR INSTALLATION IN THE HVHZ ABOVE 30 F7,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP,BOTH THE OP AND ANCHOR QUANTITY REMAIN UNCHANGED.
u• L�(7- LUQ
oe m= OFR.
Jr." iarmr E FBO201000DECMANGS GENERAL NOTES ��0� •.,fT atq C� `
+oro TBCHNOLOG Dara !UM.
JR R2mrr a ADDED 100APTOBETEMPERED .SOFTNOTE nolcOus.ttxzrs g- ALUM.HORIZONTALROLLERWINDOW IMPACT y,w,yl ,A1`L
FJS I/iM7T C ADDFR,5330 ToNOWS7A CHG.NOTE a 70 CURRFMEDIT. v.o.eox 1510 I aLYW1UE.
¢GER r
noxouLs.Tt�xN Y°TNy B- 1rRrra NTS t <1t ��V27-TO E
F. 2!28A0 JJ. 372325
21 50 21 50
a EXTERIOR INTERIOR'-!
53 111'NOM. 12 NOM.
GLASS BITE 55 GLASS BITE (ALL SECTIONS)
51 60,61,62 51 63,64,65
110"ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS
.090 SOLUTIA OR DUPONT PVB INTERLAYER 090 SOL.OR DUPONT P.INTERLAYER
118'ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS
5118'NOM. 7116'LAMINATED
5/16"LAMINATED GLASS 7/16°LAMINATED GLASS
21 50 2180
12'NOM. 111"NOM.
59 OLI4SS BITE 59 GLASS SITE
52 52
66,67,68,69,70,71I'RODUCTRWISED
72,73,74,75,76,77
13°I1d'mv0"d° 4
118'ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS n No
.090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER �0
118'ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS y
5116 LAMINATED 7l16'LAMINATED NILVN Dodo Pmd°cl
5116'OR 318"AIR SPACE 3/16'OR 1/4'AIR SPACE
116"OR 3116'ANNEALED OR TEMPERED GLASS QD 110'or 3116'ANNEALED OR TEMPERED GLASS Qp
13!18'NOM. 13116"NOM. U I n
13/16°LAMI IG GLASS W/5/18"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI pNI..•••••e SCF
* No.58705 ._
QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. – Jam'— Gf
LUZ
JJ 'fM7H1 I E N00ANGEDWSHEET '�"" '�P•'•. 9 L 1F�'•Z�:
rororecNwioer carve GLAZING DETA/LS :O,oF•..FIOR\O?:•'�Cv`�
J.R. -All O DEO lO CAP 706E TEMPERED •3OF7NOM NOKOw5,R512r6
�— ALUM.HORIZONTAL ROLLER WINDOW,IMPACT SS/ONAL 00
FX 4}bDl C NO CNANGETMIS SREET PA.BOK 1648 _ I,I11' 11`1\\
F2
rm+,e NOKOYi5,RJ13r" VLIb{7 B"rtei vet -- "� A.L P.E.
F.K 2=W JJ. 31DS NRno Full 2 +11 4127.10 E Pae tyros
TABLE 1.
XOX(1/4,112,114)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER)
WINDOW GLASS WINDOW HEIGHT
WIDTH TYPE 26" 36" 38 318" 46" 50 518" 54" 80" 63"
84" A,B,G,H +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 •60.0 +80.0 -60.0 +60.0 50.0 Q
98" A,B,G,H +60.0 50.0 +60.0 50.0 +60.0 50.0 +60,0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 •58.8 +56.2 -56.2 D
106 318" FOR INSTALLATION IN
A,B,G,H +fi0.0 •60.0 +60.0 •60.0 +fi0.0 �O..0 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +552 55.2 +52.3 -52.3 THE HVHZ ABOVE 30
108" A,B,G,H +60.0 160.0 +60.0 50.0 +60.0 0 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +54.6 '-54.6 +51.7 51.7 PT,cIASSTYPES G-
L SHALL HAVE A
171" A,B,G,H +60.0 50.0 +60.0 •60.0 +60.0 0 +60.0 -60.0 +60.0 -60.0 +59.5 59.5 +53.6 -53.6 +50.9 50.9 TEMPERED I.G.GLASS
CAP.BOTH THE DP
UP TO 111" C,I +60.0 -60.0 AND ANCHOR
UP TO 111" D,E,F, QUANTITY REMAIN
J,K,L 1 1 +75.0 -75.0 1 UNCHANGED.
TABLE 2.
XOX(113,1/3,1/3)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS Wl SAME DLO ARE 1"SMALLER)
WINDOW GLASS WINDOW HEIGHT
WIDTH TYPE ALL HEIGHTS UP TO 63"
TO 86 7/16" A.B.C.
G,H,I +60.0 -60.0
TO 86 7116" D,E,F,
J,K,L +75.0 -75.0
TABLE 3.
OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER)
WINDOW GLASS WINDOW HEIGHT
WIDTH TYPE 26" 36" 38 3/8" 48" 50518" 54" 60" 63"
60" A,B,G,H +75.0 -75.0 +75.0 -75.0 *75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.D -75.0 +75.0 -75.0
66" A,B,G,H +75.0 -75.0 +•75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2
72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 59.6 +65.2 !75
PRODUOrR LED
74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 56.1 +63.6 --pITi`A
C D E F, R"onmgam •�
UP TO 74" L +75.0
GLASS TYPES:TEST REPORT FTL4858(XOX),FTL-4859(OX&XO)AND FTL-5330 MI�dOme a Cp4"°
A.5/16"LAMI-(1/8"A,.090,1/8"A) G.13116"IAMI IG-1/6"OR 3/16"A(MIN.),5/16"OR 318"AIR SPACE,5/16"LAMI-(1/8-A,.090,1/8"A)
B.5/16"LAMI-(1/8"A..090,1/6"HS) H.13116"LAM]IG-116"OR 3116"A(MIN.),5/16"OR 3/6"AIR SPACE,5116"LAMI-(1/6"A,.090,1/9"HS)
C.5/16-LAMI-(1/8"HS,.090,1!8'HS) I. 13/16"LAMI IG-118"OR 3116"A(MIN.),5116"OR 318"AIRSPACE,5116'LAMI-(1/8"HS,.090,1!8"HS)
D.7116-LAMI-(3/16-A,.090,3116-A) J.13116°LAMI IG-1/8"OR 3/16"A(MW.),3116"OR 114"SPACE,7116"LAM[-(3116"A,.090,3/16"A) Q2•,`
E.7/16"LAMI-(3/16-A,.090,3116"HS) K.13116"LAMI IG-118"OR 3116"A(MIN.),3/16"OR 1/4-SPACE,7116°LAMI-(3116"A,.090,3/16"HS) =is; Ho. 7p5
F.7/16-LAMI-(311 'HS,.090,3116"HS) L 13/16"LAMI 1&1/8"OR 3116"A(MIN.),3116"OR 114"SPACE,7116"LAM]-(3/16"HS,.090,3/16"HS) •
J fON7Hf E NO CHANGE710S SHEEP SURES�"� I�••� 1�:.=�`
r. IaroTsw"oweroRNe DES/GN PRES �'PO••. STAT
JE°vF
JR Hlldif D ADDED IG CAP TO SETELfPERED +SOFTNDiE q(ONS,rLaans .0 ;FLOR`a.
c ursroT O ADDlNTEGRALFINOPAONAUPDATEAS7ME130002DFW m.p.- •SUM.HORIZONTAL ROLLER WINDOW,IMPACT FSSIONA�- `
FX 7/lSmS J.J. Srtaros' tao,wnvs,R.a+z7a
vat*B xr+no NTS 9 "11 p4127-10 E AL A be.
19%
32 35 22 z
1 42 2
EXTERIOR INTERIOR
21 1 U-11
MAX.VENT DLO {-�MAX.FIXED DLO--� MAX. T OLD
MAX.WIDTH(FLANGE FRAME)
EXTERIOR 19 SECTION B-B 17
(HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME)
HMAX EIGHT INTERIOR 17 35 32 37 39
LANGE
F
FRAME MAX. I--�
VENT
DLO I�7'�JSP I �t�l
Q i6
MAX
FIXED
DLO
MAX.FIXED DLO—+7 MAX VENT DLO 43
,— MAX.WIDTH(I.F.FRAME)
21 EXTERIOR SECTION A-A
(HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME)
24
8 2221 41 22
PRODDar REVLsED
2 .-.,0yL,E with M.FhAb
g \mumscme
7 12 24 EXTERIOR INTERIOR y`e If4�6Qci.
12
7 21 Mi mi Dade Radu4CanW
EXTERIOR INTERIOR
10
10 SECTION C-C 42 SILL HEAD =* ND.58705
(VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME)
Jr. TNI711I E NO CHANOETHIS&EEE7 STA OF
JR E2m'1T D NO CNANOE THISSHEET In No�icDoni�aa�ayixn P -�- SECTIONS �;OT�'- F(OR\OP:.•G�?`
�— ALUM.HORIZONTAL ROLLER WINDOW IMPACT %SSIO1�N��A�L�Er
FXF 4HSrD7 C AODWTEV FM HEUS4142AND4SANOVIEWS. xOKOwEy FL nava {/(,I((y$sten 81111°1iu�ue,(P.E
F.K. NT&UB Jr. sivme HR7Io Hal/ 5 a 7f 4727-fo E r�sams
TI7'11'1 DWG#REvi DESCRIPTION MAIL PGT# ETPAI DWG#REYI DESCRIPTION I MATL I PGT#
1 4102 A JFLANGErRAmFHEAD 6063-T6 AL 612237 66 GIASS 13/16"IAMIIGI/8'A MIN. 318"AIRSPAC 5/16'LAMI(1/8'A,.090PVB,I/8'A
2 4025 SASH STOP STD.(ANTI UFT CUP 6063-T5 AL b122.44 67 1311E IAMIIGI/8°A(MIN.),3t8'AIR SPACE 5116'LAMI 1/8°4,.090 PV$1/8°HS
3 48X3/4PH.PANHEAD 7834AA 68 13/16"I.AMI IGI/S°A(MIN.),318'AIR SPAC 511E LAM7 I/8°HS.090PVB,1/8°HS)
4 4053 1 SASH STOP COVER(SASH STOP) 6063-T5 AL 69 1311E I.AMI IG3116•A IN.),511E AIR SPA CE,5116"LAMI 1/8.4.090 PVB,1/8"A
6 4136 IFLANGE FRAME.SILL 6063-T6 AL 64136 70 13/16'LAMI IG3/16"A M. 5/16-AM SPA CA 511E LAM( I/8•A,.090 PVB 1/8"HS
7 4137 ISILLADAPTOR 6063-TEAL 64137 71 IN 16'LAMI IG-3116-A(MIN. 5116-AIR SPACE 5/1E LAM(IWHS,.090 PVA 119.1IS)
QD
8 4131 IRCILLERTRACK 6063-TEAL 64131 72 13/1&IAMI IGI/8"A MIN. 1/4'AIR SPACE,1/16°LAM1 /IEA•090 PVB,"1EA
10 71298 WITPHOLECOVER POLYPROP. 71298 73 " 1311E LAMI IG118"A 1N. 1/4'AIR SPACE,7/16-LAM I(3/16"A,.090 PVB,3116•HS
12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 74 " 13/16'LAMI IGI/8'A MIN. 1/4'AIRSPA CE,7/IE lAMl3/16"HS,.090 PVI3,3/1EH5
13 4002 A FLANGE FRAMEJAMB b063-T6 AL 612225 75 113/16"LAMI IG3/16•A 3/16'AIR SPACE7/IE LAM( /16"A,.090 P 3/16'4
14 4134 GASBETFRAOR M JAMIN BAMESIILJOIM 7612225K 76 1311E LAMI IG3l16'A .),3/16'AIR SPACE,7/IELAMI3/16"A,.090PVB,3/16-HS)
IS 4155 #8X 1.000 UAD PN.SMS 781 A 77 13/16"LAMI IG3/lEA M. 3/16'AIR SPACE,711E LAM( /1EHS.090 PVB,3/1EHS
90 1014 SCREEN FRAME OR&VER 3105-H14 AL
16 4110 G SCREEN ADAPTOR 6063-TSE 641100 91 1630 SCREEN CORNER KEYW/RINGS POLYPROP.
17 4054 B FIXEDMEETING RAIL 6063RD-T6 AL 640544 92 1631 SCRIM CORNERKEYW/OUT RINGS POLYPROP.
19 4066 WSTP.,.187 X.230,FTN SEAL 640666 93 1073 SCREENSPRING ST.ST.
21 1 4105 1 ISASH TOP&BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCREEN SPLINE-.135 DIA.FOAM EM PVC
22 1683 1 W STP.,250 X.270 BACK,FIN SEAL 61683G 95 1635 SCREEN SPLINE-.135 DIA.HARD EM PVC
23 225-1 lRoLLERHousiNG&rajiDE 42112HD 96 SCREEN CLOTH
24 226 IBRASS ROLLER WHEELS BRASS 76RWHL2
29 4128 IHORIZONTAL ROVER SASH TOP GUIDE POLYPROP. 44128N
32 4006 D ISASHmmmNrRAIL 6063HS-T6 AL 64006 2.710
33 1235 IWSTP.,,170X270 RACK,FIN SEAL 67
35 1096 [SWEEPLATCH DIE-CAST 710961096
36 1016 #8 X.625 PI3.FL SMS 7858
37 4126 ISASHSIDFRAIL 6063-TS AL 64126 2624
38 1683 WSTP.,.2S(IX270 BA FIN SEAL 616830
39 7070 IBULB WFATHERSTRIP.187 X275 67070K '082
40 LIFTRAILCOVERCAP 74078"C'LORR
41 4139 LF.FRAMEHEAD 6063-T6 AL 64139 q� I.F.FRAME HEAD
42 4140 1P.FRAMESIIL 6063-T6 AL 64140 #4139,6083-T6
43 4141 1I.F.FRAMEJAMB 6063-T6 AL 64141
50 GLAZING SILICONE DOW 899,995 ORE VALENT
51 1224 IVINYLGLAZING BEAD BULB(THICK) 6TP247W,K PRODUCT-11ED
52 1725 VINYLGLAZINGBE1D BULB 6TP248K 2.784 �cumPbp�zwunu,o F76rim
Bu9di"y�Ja
53 4039 B GLAZING BEAD-5/16" 6063-T5 AL 64039B
54 4041 B GLAZING BEAD-5/IE W/GRILL KIT 6063-T5 AL 644703 3.152
55 4222 A GLAZINGBFAD-7/16• 6063-T5 AL 64222 Move/-P
S6 985 C GLAZING BEAD-7/16"W/GRILL KIT 6063-T5 AL 6985 ,002
39 4067 GLAZINGBFAD-13/16' 6063-T5 AL 64067 1.988
60 GLASS 5116•(AMI 1/8'A,.09D PVB,118"A 43 I.F.FRAME JAMB
61 15/16"(AMI 1!B°A,.090 PVB,118"HSI #4141,6063.70 ONY LYNN F
q///b
62 " 5116"LAMI(I/&-HS,.090 PVPVB, /8"IHS) I 1�'LGENSE ;P'�i
63 7/16"(AMI 3/16"A,.090PVB,3116"A IF^
647/16°LAM[3116'A,.090 PVR 3116"1IS 2.710 _*; Np_58705
65 7/16•(AMI 3/16'HS,.090 PVB,3116"HS
#4140,600376 I:-0'. /.t ;
J1 }Ni7/IT END CHANGE M/SSI¢ET 1670 TEpMOI.OGYpxNE���
PARTS LIST
''�O'n RDP• .��:�
JJL eamrT D ADDED M TO GLASS TYPES ORI
C D CMS 4},42649 PA.Bq%1N0K0°""•a'�" =�7�ALUM.HORIZONTAL ROLLER W/NDOW,IMPACT � `S/ONA1-�C.G�`
FX I/1697 6x8 _ M ISI 111\\\
e,.our N=..113— Vlnbb Fenn "Y1p1" w.ruH. 0.L 1IPE
FK u1a99 J.J. 9!1398 MnTio NTS 6 s 14 4127-10
T—L�r .062 1.187 r I 040
3.52 F–,.443�{
1,3 .oma 3. O SASH STOP COVER
rL 4 HST
1 73 .062 6063 T5
O FLANGE FRAME HEAD O FLANGE FRAME SILL O FRAME SILL ADAPTER rF-2 84-1
#4102A,6063-T6 94136,6063-T6 (14137,6063-T6 I
1.363
���'�'L��,�
L 061 1 6 I� I�.o6z 13 FLANGE FRAME JAMB
–4-062 1r' ..ILEI 94E F 60ME
.490 .437 `-.-1.403+1
� .46
OAAD25,6083-T6 O HORIZSSH STOP ROL60�T6RACK 17 FIX#D BE60B3N6 RAIL
062 1.183 2 .0
0 762—
{x- 7 2.:.006 9 .050 i
1.348-1 --4 1.081 I4 —•fit
1.088 T
21 SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD,5116° PRODUCTIR SMD
04133.6063-T5 #4006D,8063HS-TB 94128,6063T5 94D386,8063-T5
a°001 Dodo e
.050— .678 E.678 0� .678 .683 050
1.096-� _, 1.D98-i IT ,Ii Iill
1.115-1-----ryT ��1•0917
O GLAZING BEAD,5H 6° 55 GLAZING BEAD 7116' S6 GLAZING BEAD,7116" 59 GLAZING BEAD,13116" ;• ��o. N (/F%
940448,6063.75 94222A,6063-T5 9985C,6063.T5 44067,6053-T5 Q2.. �1GE SF''•,.p
(USED W/GRILL KIT) (USED Wl GRILL KIT) ;*; '•,*
ND.58T05
7.1
3[ll klwz
J✓� 70/17/11 E NOGH4NGE7WSS/¢ET a"`''° ��(]'•, STA o /(/�
J.rt 67M O NOCHANGE7MSSHEEf 1mND1°""'sao�G3031 �T AE HORIZONTAL ROLLER WfNDOW,IMPACT
FA 4/1607 C NO CHANGE TMS SHEET °.a Bq%I@8 _ ar 11111111,1
etc ars NOKOM49,FL N7l� VGib(]'B.— awn". °.n ALYNN Y¢IER PE
F.K. ?118/08 J..J. s&D6 HnTro Half 7 d 1f 4(27-fD E rF.+sams
ANCHOR QUANTITIES,XOX(114-112-114)WINDOWS TABLE4 NOTES:
GLASS TYPES A,B,C,G,1(1 GLASS TYPES D,E,FAKL
Z,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 7,CONC 1'ANCHOR TYPES:
ANCHOR TYPE 1-1/4'ELCO TAPCONS 2-114'ELCO SS4 CRETE-FLEX 3-412 STEEL SCREWS(G5)
S SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES
2.GLASS TYPES: �D
WINDOW SIZE HEAD 8 SILL HEAD&SILL HEAD a SILL HEAD 8 SILL HEAD 8 SILL HEAD 8 50.1 A 5116'LAM;-(116'A,.0Il 118'A) FOR INSTALLATION IN THE HVHZ ABOVE 30
W V H ' B.5/16-LAMI-(1/8'A,.090,1/6 HS) FT,GLASS TYPES G-L SHALL HAVEA
C.6116'LAMI-(118'HS,.090,118'HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND
57.725x38.375 NC2N+62.1 Z 1+C2-1-C2+112 NC2N•C2+1 2 1+02.1+62.1 2 1+p.1+CZs1 2 1+62+1+62.1 2 D.7116'LAMI-(3116 A.090,3/16'A) ANCHOR QUANTITY REMAIN UNCHANGED.
48.000 1+C2a1+C2+1 N
2+1+C2r1 3 NC2.NC2+1 3 7+C2N+C2a1 3 1+C2+1+C2+1 3 1+C2+1+C2N 3 E.7116°LAMI-(3116'A,.090,W16'HSJ
50.625�IC2.J+HLI
+C2..1 2+1+C2+t 3 t+C2+1+C2a1 3 7+q+1+C2+1 3 1+C2+1+C2+1 3 1.C2+1+C2.1 3 F.7116'LAMI-(3116-14S..090.3116'HS)
G.13H6'LAMI 10-118'OR 3/16'A(MIN.),5116'OR 008'SPACE,5116'LAMI-(118'A.090,1/8'A)
54.000 +C2+1 2+1+C2+i 3 1+C2+1+C2.1 3 NC2+1+C2+1 3 NC2+NC2.1 3 1+62+1+62+1 3 H.1311W LAMI IS-118'OR 3116"A(MIN.),5116'OR 3W SPACE,6116 LAMI-(118'A..090,1/e-HS)
80.000 .C2N 2.1+C2+7 3 1.62+1+p+1 3 1+C2N+q+1 3 1+C2+1aC2+1 3 1+62+1+67+7 3 I.13/16 LAMIIG-1!8'OR 3116A(MINJ,5116-OR 3B'SPACE,SM6°LAMI-(118'HS,090,11WHS)
J.13116'LAMI IG.11B'OR 3116'A(MIN.),W7e-OR 114°SPACE,7116'LAMI-(3116'A,090,aIle-A)
63.000 +1+C2+t 311-C2-1-C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 K.13176'LAMI IG-118'OR 3116'A(MIN.),3115'OR 1W SPACE,7116 LAMI-(3116'A,.090.3116'HS)
60.000.38.375 1+C2+1+C2+1 2+1+C2+1 2 1+C2a1+C2+1 2 1+C2+1+C2+1 2 1+C2+1aC2+1 2 1+C2+2+q+t 2 L 13116 LAMI IG-118'OR X16 A(MIN.),3116'OR 114'SPACE,7/16 LAMI-(007(°HS,090,3H6'HS)
48.000 NC2+1+C2+1 2H+p+1 31+62+1+C2N 31+C2N+C2+1 3 1+C2+1+C2N 3 1+C2+2.C2+1 3 3.WINDOWANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
50.525 1+62+1+G2H 2+NC2+1 3 1+C2rHC2+7 3 1+C2N+C2+1 3 NC2.t+62.1 3 1+62+2+C2N 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE.
54.000 NC2+NC2+1 2N+C2+1 3 1+C2+1+C2+1 3 1+C2+NC2.7 3 1+C2N+CZ+t 3 1+C2+2•C2+1 3 HEAD 8.SILL:10112'MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE.
60.000 NC2+1+C2N +1+C2+1 3 1+C2+1+C2+1 3 1+C2N+C2+1 3 1+p+i+C2N 3 NC3+2+q+t 3 25314'MAX.FROM CORNERS.
JAMBS: B"MAX.FROM CORNERS AND 22112'MAX O.C.
83.000 1+C2+1+C2+1 2N+C2+1 3 NC2+1+C2+1 3 NC2+1+C2+1 3 1+C2+NC2+1 3 NC3+2+qa1 3 TABLE KEY:
74.000x 38.375 NC2+2+C2N 2a1+C2+1 2 1+C2+2+C2at 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2a1 240.000 1+C2+2+C2+t 2+1+C2+7 3 1+C2+2+C2+1 3 1+p+2+C2+1 3 1+C2+2+ 1+C3+4.C3+1 3 -ANCHOR QUANTITY PER JAMB
62.1 9 1+C2a2+C2+1 3
50.625 1+C2+2+C2N 3 1+C2+1+C2N 3 1+C2+24CZ+1 3 1.C2+2+C2N 3 NC2+2+C2+1 3 1+C2+2+C2N 3
HEADAND SILL ANCHOR IUS CENTERED 54.003 NC2+2+C2+1 3 NC2+1+C2.t 3 is(,2+2+C2N 3 1+C2+NC2+1 3 1+C2+2+C2N 3 t+p+2+qH 3 _ A CLUSTER OF(3)ANCHORS CENTERED
60.000 1+C2+2+C2+1 3 1+C2N+C2+1 3 1rC2+2+C2+1 3 1+C2+2+C2+1 3 1+C2.2+C2N 3 1+C3+2+C3N 3 AT EACH MEETING RAIL PLUS(1)
ANCHOR AT EACH OPERABLE VENT
63.000 1+C2+2+C2+1 3 1+C2+7+C2+1 3 1+p+2+C3+1 3 NC3+2+C3+1 3 1+q+2+C2+1 3 1+q+2+C3+1 3 PLUS(4)ANCHORS AT FD(ED SECTION.
84.000x38.375 1+C2-2+q+1 2 7+C2+2+C2+1 2 1+C2a2+CZ+1 2 1 NC2+2+C2.1 2 1+C2+2+C2+1 2 1.C2+3+02+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL
40A00 1-C2-2+C2+1 3 i+C2+2+C2+1 3 7+C2+2+C2+1 3 1+q+2+C2N 3 t+C2+2rC2+1 3 1aC3+3+C3+1 3 (3'MIN.O.C.ANCHOR SPACING)
50.@5 1+62+2+62+1 3 1+C2+2+62+1 3 1+C2+2+C2+1 3 1.62+2+C2+1 3 1+62+2+62+7 3 1+CH3+C3+1 3
54.000 1.62+2+pN 3 NC2+2+62+1 3 NC2+2+C2N 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C4+3+C4N 3 253/4'mex.
60.000 1+C2+2+p+1 3 1+C2+2+C2+1 3 1+03+2+qN 3 Nq+2+ L "I I'^3'MIN.
p+1 3 1+C2+2+C2+1 3 1+04+3+C4N 3
63.000 1rC2+2+62.1 3 1+C2+2+C2+1 3 l+C3+2+p+1 3 Nq+2+p+t 3 irC2+2+C2N 3 1+CA+3+C4N 3 B° yI--)'P.
O X
106.375x38.375 1.62+2+62.1 2 NC2+2+62+1 2 1+C2+3+C2N 2 1+Q.3+C2H 2 1+62+3.62+1 2 1+62+4+C2N 2 - -
48.DDD 1+C2+3+C2N 3 1+C2+2+62+1 3 1+C3+3+C3+1 3 1+C3+3+C3N 3 taC2+3+C2+1 3 1+C3+4+C3+1 3 �ODULTk1iY1519
MTG.RAIL,
om141Pe co4o
50.825 NC2a3+62+7 3 1+C2+2+C2*1 3 1+q+3+p+1 3 1•p+3+C3N 3 1+C3a3+63+1 3 NC3M+qN 3 _EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS A��P1�Ho
54.000 1+C3+3+C3+1 3 1 t+C2+2+C2+1 3 NC3+3+C3+1 3 1aC3+3+C3+1 3 I+g13+C3+1 3 1+04a4+C4+1 30a
(SHOWN IN TABLE KEY ABOVE)
80.000 1+p+3+(;3N 3 1+C2+2+C2+1 3 t+C4+3+C4+1 3 1+C4+3+C4N 4 t+p+3+C3+1 3 1+C4+4+C4N 3
63.0DO 1+C3+3+C3N 3 1+C2+2+C2+1 3 1+C4+3+CAN 3 1+C4+3+C4+14 1+CA+3+04+1 3 1+p+47C6+1 325 314°MAX.
111.000x38.375 1+C2+3+C2+1 21+C2+2+C2+1 21+C2+3+C2+1 21+C2+3+C2N 31+C2+3+C2+1 21+C2+4+C2+t 2 -+{I+-13'MtMNIN.P
0(1 .
L -•{I)�
48. 0 1.62+3+62+1 3 1+ga2+C2+1 3 1+C3+3+pN 3 i•p+3rpH 3 1rp+3+C2N 3 1+p+4+C3+1 3 9'REF LYNN 41'1'
50.625 NC2+3+C2+1 3 NC2+2+02+1 3 1+G3+3+q+1 3 1+C3+3+C3N 3 1 1+p+3+0+1 9 1+C3+4+C3+1 3 X O X ` '� VOEN F'•,Y6''�'�
54.000 1+03.3+pN 3 1+C2r2+C2+1 3 1+C3+3+pN 3 1+C3+3+q+1 3 lapa3+pN 3 4+ +1 3 _- No.50705 •'
80.000 1+q+3+p+t 3 1+62+2.C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4N 4 NC3+3+C3+1 3 1+64+4+GN 3 MTG.RAIL,NP, _
63.000 1+¢3+3+C3+1 3 NC2+2+C2+1 3 N
7+C4+3+C1 3 t+C4+3+C4+1 4 1+C4+9+C4+1 3 1+C5+4+C5+1 4 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS =-D i A• ��
J.1. 70/17111 E NO CHANGE 9HEE7 %�O•-. STA)OF"
1mvw �,� p, ANCHORAGE SPACING,XOX 114-112-114
-Wivfl 1-0
_ coo'•,fYOR DP.• \��`
x 4ns97 C UPOATE7ABLE4DRE SE(E7CFSDUETOANCHOROAP.AD1. v 9-11- ALUM.HORIZONTAL ROLLER WINDOW,IMPACT 10NAL1EaC`�
'
AM 1 NOKONi5.R342fi 1/418b B[NCI `�' �"'nb AIYNN MI PE.
FK 2a6me JJ. .t41c HR710 NTS 8 a 11 4127-f0 E P.ee
ANCHORQUANTITIES XOX 1/3.13-113 WINDOWS TABLES NOTES:
GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L
ANCHOR TYPE 2,3,WOOD 2,CON- 1,CONC 2,3,WOOD 2,CONC 1,CON- 1.ANCHOR TYPES:
a SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1-1/4'ELCOTAPCONS 2-1/4't1COSS4CRETE-FLEX 3-#12 STEEL SCREWS(G5)
w m 2.GLASS TYPES:
WINDOW SIZE HEAD 8 SILL HEAD SILL m HEAD 8 SILL m HEAD 8 SILL HEAD 8 SILL HEAD a Slll gQA.5/16'LAMI-(118'A,.090,1/8'A) FOR INSTALLATION IN THE HVHZ ABOVE 30
W H
B.5116-LAMI-(IAr A,.090,1/8'HS) FT,GLASSTYPESG-LSHALL HAVE A
AS
48.000 x 38.375 1C2a1+C2+1 2 1+C2+1aq+1 2 1C2+1+C2+1 2 1+C2+1+C2N 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 C.5/16-LAMI-(1/8'HS,.090,1/8'HS) TEMPERED I.G.GLASS CAP.BOTH THE OF AND
48.000 1+p+1+C2+1 3 1C2+1+C2N 3 1+CZ+1+C2N 3 1+C2N+G2+1 3 1+C2+taC2+1 3 1+C2+I+CZ+1 3 D.7/16'LAMI-(3/18'A•090,3/16'A) ANCHOR QUANTITY REMAIN UNCHANGED.
50.625�1-M+1.2+11
2+1+C2+1 3 I+C2+1+q+1 3 1+C2+1p+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1C2+1+C2+1 3 E-7/1S-LAMI-(3/16-A-.--HSOD 11'HS}
F.7/16'LAMI-(3/18'FiS.090,3116'HS)
54.000 3 HC2N+C2+7 3 1+C2+1 C2N 3 1+C2+1.C2a1 3 1+C2+1+q+1 3 1+C2+1+C2+1 3 G.13/16'LAMI IG-178'OR 3/16'A(MIN.)•`116.OR 3ArSPACE,6M6'LAMI-(1/8'A,.090,ltS-A)
60.000 3 1+C2+1+C2N 3 T- -C2+1 3 1+C2+/+C2+1 3 1+C2+1+C2a1 3 1aC2+1.c2+1 3 H.13/16-LAMI IG-1/8.OR 3116-A(MIN.).5116'OR 3B'SPACE,5/16-LAMI-(118'A,.090,1/8'HS)
63.000 +1+C2+1 3 1p+1gr1 3 1+C2+1+C2+1 3 1.q+1+G2+1 3 1+CZ+1+C2+1 3 1+C3+1+p+1 3 I.13116"LAMI IG-118'OR 3116'A(MIN.).5)16'OR 3B'SPACE,5116'LAMI-(116'HS,.090,118'HS)
53.125x38.375 1+C2+1C2+1 2 1+C2+1C2+1 2 1+C2+1+C2+1 Z 1+C2+1+CY+1 2 1q+1+C2+1 2 1+C2a1+C2+1 2 J.13116'LAMIIIG 1/8'OR 3/16'A(MIN.)3116'OR 1/4'SPACE,7/16'LAN4-(3116'A,.0903116-HS)
K.13116'LAMI II -1/8'OR3/16'A(MIN.),3116'OR1/4'SPACE,7/16'LAMI-(3116-FIS..93116''H
48.000 1p+1-2+1 3 1+C2a1C2N 3 1+C2+1C2+1 3 1+C2+1aC2N 3 1+C2+1+C2N 3 1C2+1q+1 3 L.13/16*LAMI IG•1I8'OR 3116'A(MIN,),3/16'OR 1/4'SPACE.7li6'LAM]-(3118'15,.090,3I18'HS)
50.625 1+C2+1+C2+1 3 1+C2+1C2+1 3 1C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2N 3 1C2+1+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
54.000 1+p+1+C2+1 3 1+q+1q+1 311-C2-1+C2-1 3 1+C2+1-2+1 3 +C2+1C2+1 3 1C2+1+C2+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE.
60.000 1+p+1+C2+13 1+q+1+C2N 3 1+C2N+q+1 3 1 1+C2+1+C2+1 3 1+q+1+q+1 3 1-C3-1+C3+1 3
63.000 1+C2+1+G2+1 3 1+p+1+C2+1 3 1+q+1+C2+1 3 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 1+q+1+C3+1 3 HEAD 8 SILL:10112'MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE
60.000%38.375 1+C2N+C2+1 2 1+C2a1C2a1 2 1+C2+1+q+1 2 1+C2+1+gN Z 1+C2+1+C2+1 2 1+C2N+C2+1 Z 25314'MAX.FROM CORNERS
48.000 1+C2+1+C2+1 3 1+C2+1C2+1 3 1+C2+1+C2,1 3 1+C2+1+qN 3 1+C2NC2+1 3 t+C2+1+q+1 3 TABLE KEY. JAMBS: 9'MAX.FROM CORNERS AND 2212'MAX.O.C.
60.625 1<2+1+C2+1 3 1aC2+1+0+1 3 1 1+C2+1C2+1 3 t+C2+1C2+1 3 1+C2.1+C2N 3 1+C2+1aG2+1 3 X O X
54.000 1<2+1+q+1 3 1+C2N+C2N 3 I+C2+1+C2+1 3 1+C2+1+q.1 3 1+C2+1+q+1 3 1+C3+1.C3+1 3 1+p+1+qN 3 -ANCHOR QUANTITY PER JAMB
60.000 1+C2+1+q+1 3 1+C2+1+C2+1 3 1+C2+1+C2N 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1C3N+q+f 3
63.000 1+q+4+C2+1 3 1+q+1+C2N 9 1+C2+1+C2N 3 f+C3+i+C3+1 3 1+C2+t+p+1 3 1apNrC3+1 3 HEAD AND SILL ANCHOR QUANOTIES
66.00Dx 38.375 1+C2+,+C2+1 2 1+q+1+C2N 2 1+C2+1+C2+1 2 f+C2+1+C2+1 2 I+C2+1+C2+1 2 1+C2N+C2N 2 A CLUSTER OF(3)ANCHORS CENTERED
ON EACH MEETING RAIL PLUS(1)
48.000 1+qN+C2+1 3 1+C2+1+C2+1 3 1+C2+1+p+1 3 1+C2+1+C2N 3 1+C2+1+p+1 3 1+C2N+C2N 3 ANCHOR AT EACH OPERABLE VENT
50.625 1+pH+C2N 3 irC2+1+C2N 3 1+C2+1+C2+1 3 1+q+1+C2N 3 1+C2+1+C2+1 3 1+C3N+q+1 3 PLUS(1)ANCHORS AT FIXED SECTION.
54.000 1+C2+1+q+1 3 1+q+I.C2+1 3 1q+1+C2+1 3 1+C2+1+C2N 3 1+C2+1+C2+1 3 1+pN+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL
60.000 1+q,1+C2+1 3 1+C.L+I+C2N 3 1+C2+1+C2+1 3 1+C3+1+p+1 3 1+C2+1.C2+1 3 1C3+1+C3+1 3 (3'MIN.O.C.ANCHOR SPACING)
87.000 1aC2+1+C2N 3 1+C2+1+C2N 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+q+1+C2+1 3 Hp+1+C3+1 3
74.000x38.375 1+q+1+C2+1 2 i+p+1+qN 2 1+C2+1+C2N 2 1+C2+1+C2+1 2 14C2+1+C2+1 2 I+q+1+C2+1 2 253/4'MAX.
48.003 1+p+1+C2+I 3 1+C2+1gN 3 1+C2N+C2+1 3 1+C2N+C2+1 3 1+q+1+C2+1 3 1+C7+1+C3+1 3
50.625 I+q+1+C2+1 3 1+C2+1+C2N 3 1+C2+1+C2+1 3 1-2+1+ --I I"�3'MIN
C2+1 3 1+qN+C2N 3 1pN,G3N 3
54.DDD 1+C2N+C2N 3 1+C2N+C2+1 3 1+C2N+C2N 3 1+C2+1+C2N 3 I+C2N+C2N 3 faC3N+p+1 3 91 REF' X O X
60.000 1+C2N+C2N 3 1+C2N+C2N 3 t+C3N+C3N 3 1+C3+1+qN 3 1+C2+1+C2N 3 1+CJN+p+1 3 II
63.ODD I+C2+1+C2N 3 1+C2+1+C2+1 3 1+C3+1+q+1 3 1+C3+1+p+1 3 102+1+C2+1 3 I+C3N+C3+1 3 �ODUCI'RF!VISm
MTE.RAIL.TYP, 14r�^B` �°luib
84.00Dx 38.375 1+C2N+C2N 2 1+G2+1+C2+1 2 1+C2N+C2+1 2 1pN+C2+1 3 1+C2+1+C2N 2 I+C2+1+C2N 2 Hm7diuC Cmtc
48.000 1gN+q+1 3 I+C2+I+C2+1 3 I+C2N+p+1 3 1+C2N+C2N 3 1+C2+t+G2+1 3 I+p+1+C3+1 3 EXAMPLE CLUSTER W/OTY.OF(3)ANCHORS nccepLon allo ,
o
50s2s 1+C2+I+qN 3 HC2+I+qH 3 1+C2N*C2N 3 1«q«1+C2N 3 I+C2N+CNi 3 NC3+1pa1 3 (SHOWN IN TABLE KEY ABOVE)
54.000 1+02+1+C2+1 3 I+C2N+C2+1 3 1+C3+1+C3+1 3 1+C9N+C3+1 3 I+C2+1+C2+1 3 1+C3N+C3+1 3 Mk d `
60.000 1+C2+1+C2N 3 1+C2N+G2+1 3 1+C3+1+C3+1 3 1+C3N+C3+1 4 I+C3+1+C3+1 3 I+C3+1+C3+1 3 253/4'MAX
63.000 1+G3+1+C3+1 3 1+C2N+C2N 3 1+qN+C3+1 3 1+p+1+C3+1 4 1+C3-1+C9+1 3 1 t+C01+-4+1 4 1 12'TYP.
85.437x38.375 1+02+1+22,1 2 1+C2+1+C2+12 7+C2N«CZN 2 1C2+1C2N 3 1CN 1+C2«1 2 1C2N+C2N 2 L 1�3'MIN \11111111
OHY LYNN 4//1�i
48.000 1+C2N+C2+1 3 1+CZ+I+C2+1 3 1+CZN+q+1 3 1+02+1+C2N 3 i+C2+1+C2N 3 1+pN+qN 3 Ir X O X ����'`:• !!
T ` ` JGENSF QP���
50.825 1+C2N+C2N 3 IrC2+1+C2N 3 1+C2N+C2N 3 1+C2N+C2N 3 1+C2+1+C2+1 3 I+C3+1+C3+1 3 '•.*
SCOW 1+CZ+1+C2+1 3 1C2+1+pN 3 1+q«1pN 3 1+p+1C3N 3 1+C2+1p+1 3 1+C3+1+C3,1 3 ND.58705
60.000 1p+1C2+1 3 1C2.faC2N 31+p+1+C3+1 3 1+C3.1+qN 4 1aC3+1pN 3 1C4N+C4a1 4 MIG.RAIL,
83.000 1+gN+C3N 3 1+C2+1C2+1 3 1+C3+1+qN 3 1+C3+1aC3+1 4 1c3«1q«1 3 1c4«I«ca+t a EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS =v i 2 a
JJ.. 10117111 E NOCltWGEn6S6/g'Er °off` %�O.•'- STA/ F '•��
1::;-1 _ _ GE SPACING,XOX 113-113-1/3 F
1DIDTECIPlDLOGY DRNE TE. _ ' '•.,CORIDP.••' "
x S/07c`uroA7El raBLes sST.EOSE mcr�vawEso�ED 0 �ANCNORCAP.AO.L N PA.eW[F1528 5 ALUM.HORfZONTAL ROLLER WINDOW IMPACT ''SS;�NA111;IE,,
ey onx NDxDALL3,FL112T4 YLl577$elNT 01 °"'°N'' ALYM11Lx1IIi.PF.
FJC a/2m JJ -Am NR710 NTS 9 r 11 4127-10 1 E P.FJ salol
ANCHOR QUANTITIES,XO&OX WINDOWS TABLES NOTES:
GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L
ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1.ANCES:
1-1/44''ELCO ELCO TAPCONS 2-1/4'ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(GS) ,
8 SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES
2.GLASS TYPES:
WINDOW SIZE Q= m a m Q m m m m A.5116'LAMI-(1l8'A,.080,1/8'A) D FOR INSTALLATION IN THE HWU ABOVE 30
1,M7 W 2 w N u�y m u� 1, u2 y S.5116-LAMI-(1/8'&•090,1/B°HSI FT,GLASS TYPESG-LSHALL HAVE
W V H =°� _'b � _°b x.5 9 ='8 !j =m -Qa C.5/16'LAM[-(118'HS,.090,lAr HS) TEMPERED I.G.GLASS CAP.BOTH THE OP AND
37.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 D.7/1 S'LAM-(3116•A,090,311('A) ANCHOR QUANTITY REMAIN UNCHANGED.
E.7116-LAMI-(3116-A,..090,3118'HS)
48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 F.7116'LAMI-(3718'HS,.080,3116`HS)
50.625 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 G.13/16'LAMI IG-118"OR 3116'A(MIN.),5/16'OR 3B'SPACE,5116'LAMI-(1/8'&.090,1/8'A)
H.13/16'LAME IG-1/8'OR 3/16'A(MIN.),6116-OR 318'SPACE,5116'LAMI-(118'A,.090,118'HS)
54.000 t+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 I.13/16'LAMI IG-118`OR 3/16'A(MIN.),5116'OR 318'SPACE,5576'LAM]-(118'HS,.090,11W HS)
60.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+p+1 3 J.13116'LAMI IG-1/8.OR 3/16-A(MIN.),3/16'OR 1/4'SPACE,7/16-LAW-(3116-A,.090.3116.A)
1+C2+1 3 1+C2+1 3 1+C3+1 3 K.13/16'LAMI IG-1/8'OR 3116'A(MIN.),3118'OR 1/4'SPACE,7/16'LAMI-(3/16'&.090.311(`HS)
63.000 rl+-C2-1-3 -l+-C-2+l 3 I+C3+1 3
L.13116'LAMI IG-1/8'OR 3116'A(MIN.),3116'OR 1/4'SPACE,7/16'LAM]-(3116`HS,.090,3116'HS)
48.000x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2
3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE.
50.625 1+C2+1 3 1 1+C2+1 3 1+p+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3
54.000 1+C2+1 3 1+G2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD 8 SILL:10112'MAX ON EACH SIDE OF MEETING RAIL CENTERLINE.
78 314`MAX FROM CORNERS.
60.000 1+C3+1_L 1+C2+1 3 1+p+1 3 1+p+1 3 1+C2+1 3 1+C3+1 3 JAMBS: 9'MAX FROM CORNERS AND 221/2'MAX O.C.
63.000 1+0+1 3 1+C2+1 3 14030 3 1+C3+1_L 1+C2+1 3 1+C3+1 3 TABLE KEY: 0 x
53.125x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 I+C2+11 2 1+02+1 2 1+C2+1 2 2+C3+2 3 ANCHOR QUANTITY PER JAMB
48.000 1-C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+p+1 3
50.625 1+C2+1 3 1+C2+1 3 1+p+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD AND SILL ANCHOR OUANTRIE.
64.000 i+p+1 3 1+C2+1 3 1+p+1 3 1+C3+1 3 1+C2+1 3 1+p+1 3 A CLUSTER OF(3)ANCHORS
CENTERED ON THE MEETING RAIL
60.000 1+133+1 4 1+C2+1 3 1+p+1 3 1+p+1 4 1+C2+1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE
63.000 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+p+1 4 1+p+1 3 1+C4+1 3 VENT AND RXED SECTION.(7)
ANCHORS TOTAL AT HEAD AND SILL
60.000 x 38.375 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2
48.CDO 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+G2+1 3 2+p+2 3 (3'MIN.O.C.ANCHOR SPACING)
50.625 1+C3+1 3 1+C2+1 3 2+p+2 3 1+p+1 3 1+C2+1 3 2+C3+2 3
�»�-18 314`MAX
54.000 i+p+1 4 1+C2+1 3 2rp+2 3 1+p+1 4 1+02+1 3 2+p+2 3 I I 14"MAX IN.
60.000 1+p+1 4 1+p+1 3 2+G4+2 4 1+p+1 4 1+C3+1 3 2+G4+2 4 .
63.000 1+C3+1 4 1+p+1 3 2+C4+2 4 1+C3+1 4 1+p+1 3 2+C4+2 4 Ir REP. X O
66.000 x 38.375 2+C2+2 3 1+C2+1 2 2+02+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 rlco0ucl'R6VIs0D
48.000 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 mTG'�L m-ari,gwlm,mFmdan
n�6m,��ua
50,625 2+p+2 4 1+C2+1 3 2rp+2 3 2+p+2 4 7+C2+i 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS DAM,c b4.04
54.000 2+p+z 4 1+C2+1 3 2+p+2 4 2+p+2 4 1+C2+1 3 2+p+2 4 (SHOWN IN TABLE KEY ABOVE)
60 ODD 2+C3+2 4 1+p+1 3 2+C4+2 4 2+p+2 4 1+C3+1 3 2+134+2 4 MlweilNEa TTu ua wo'
63.000 1+p+1 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 8 3/4'MAX
1 1/8 TYP.
74.ODDx 38.375 2+C2+2 3 2+02+2 2 2+C2+2 3 2+C2+2 3 2+02+2 2 2+C2+2 3 I-3'MIN. „11111
48.000 2+p+2 4 2+C2+2 3 2+pr2 4 2+pr2 4 2+02+2 3 2+p+2 4 ��` HV LYNN
Mi
50.625 2+C3+2 4 2+02+2 3 2+C3+2 4 2+p+2 4 2+C2+2 3 2+p+2 4 9•�F �,cFl+sP'��F•p
54.000 2+p+2 4 2+q+2 3 2+04+2 4 2+C3+2 4 2+C3+2 3 2+04+2 4 =*' No.58705
60.000 2+C3+2 4 1+p+1 3 2+C4+2 4 2+p+2 5 2+C3+2 3 2+C4+2 4 MTG.RAIL
�(
JJF.JXlT. +fi1/0/1f/56N1m73f/7.}10f 00 EDc2 2+C3+2N+Oz CNA4NOE1T+Npf98+7T1EET3 2+G4+2 a 2+c4+2 5 2,2+C3+2 a zrCd+P�z 5 EXAMPLE` CLUSTER W/QTY.OF(4)ANCHORS
2-�G
•�a
QS
p A F :l(
e :"ANCHORAGE SPACING,OXANDXOW/NDOWS . \
"ED IG CAP TORE TEMPERED +$9FTNOTE .......
/ NAL
CNG.rAMEslos,&SELEcrVALUESDUETOANCHGRW..AD ALUM.HORIZONTAL ROLLERWNDOW,IMPACT
L,:[� O+'N NDNOMLS.RJK!< mals " n.,,,ru. ` ALYlLV U41ER PE
FX 2/18108 JJ.
M. xRna NTS 1 10 a 11 4127-10 E P.r:l mms
1 314'MIN.E.D.TYP. NOTES:
MIN.3.4 KSl . 2x WOOD BUCK, 1,FOR CONCRETE APPLICATIONS IN MAMI-DADE COUNTY,USE ONLY MIAM-DADE COUNTY APPROVED 114•ELCO
CONCRETE NOTE 3 9318' TAPCONS EMSEDED 13+5'MIN.OR 114'SS4 CRETE-FLEX EMBEDED 1374"MIN_MINIMUM DISTANCE FROM
.�- MIN. ANCHOR TO CONCRETE EDGE IS 13/4'. FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD.
NMI
1x WOOD � 2.FOR WOOD APPLICATIONS IN MIAMI-RADE COUNTY.USE 412 STEEL SCREWS(GS)OR 114'SS4 CRETE-FLEX WITH
BUCK, _ #12 TRIMFIT HEAD.
NOTE 3
3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS
t1� 1t THAN 1112*.ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.
MAX. MAX. WOOD BUCKS DEPICTED AS 2x ARE 1 t12"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD
SHIM SHIM BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION.
CONCRETE WOOD
ANCHOR, ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-TS AND A MINIMUM
NOTE DETAIL NOTE2 DETAIL OFIIWTHICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF ASIZE TO PROVIDE FULL SUPPORT TOTHE
WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THEANCHOR SHALL BEA
TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERW ARE MET,THE
RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED.
114• 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER
SHIM 1 31W 114•MAH.SHIM 1 114'MIM DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE.
MIN. (1.5 KSI CMU)
OR
PER NOTE 1
(3.4 KSI CONCRETE)
WOOD CONCRETE .: I CHOK ///���,,,
NOTE 2 ANNOTE1 1314• EXTERIOR INTERIOR
'••MIN.ED(HEAD&SILL DETAILS A.B,C.D. &H)
TYP. c
2x WOOD BUCK,NOTE 3 ix WOOD BUCK;NOTE 3 - 4 SEE NNtlt•3G
INTERIOR
DETAIL E DETAIL F (JAMB DETAILS E,F&I)
TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR
ID
CONCRETE WOOD DETAIL H (HEAD)
ANCHOR. ANCHOR,
NOTE 1 NOTE 2
NAILING
.tat DIA.MIN.x 2 112'NAIL FitODVCTR5VL9FD
AT CORNERS AND S'O.C. waWvin6w451MFIafe+
TYPICAL DETAILS G.H&1. nu641Pa
ilb" 114'
MAX. MAX. Teetir.azoem
SHIM SHIM i r tt
—I- —Z SEES L— mi adc Proaua Cama
.• T NAILING
.'NOTES 1315 MiN.
,1314"MIN. - _ Em SEE NAILING �i�ONY LYNN 4"
MIN.3.4 KSE.D.7YF'. , s '�:'�tCENSF•'.Yee,
CONCRETE 2x WDOD
DETAIL C BUCK. DETAIL p DETAIL G(SILL) DETAIL I(JAMB) *` N.58765
NOTES = i
TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS =D`•��b a=
1 I2•..::yr
JJ. IM7111 E NOCHANOCIWSSNEET ��O•••• STA F L((�
tworecltN6L6cv oawE ANCHORAGE DETAILS s'+...—D!;.•�G���
JR afl6Hf D NO CHANCE THIS SHEET NOKaw9,FLY115 P ,it9v it
99�- r 1 e "� ALUM.HORIZONTAL ROLLER WINDOW,IMPACT QNAlttti.`.
F.K 4/ISAif C ADDLF.FRAME CHG.NOTEa70 RREN7Ea P.o.eQx tsls e. e m �yK, 1111
NI?KOMIS.FL3R14 Vir,b(y B[lteY ALYNN MIL4,FR,P.E.
ex
JJ. 9/ZWt)S Halm Halt rr err 4127-10 E P.E+ssms
FJf. ?1Ja47b