HomeMy WebLinkAboutNOA # 11-1013.14x _
' M® MIAMI-DADS COUNTY, FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 20h Street, Room 208 -
AFFAIRS (PERA) Miami, Florida 33175 2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 3152590, F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.mtemldade.eovi era1 .
PGT Industries
1070 Technology Drive
Nokomis; 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: Series " SH 700" Aluminum Single Hung Window = L.M.I.
APPROVAL DOCUMENT: Drawing No. 4040 20, titled "Alum. Single Hung Window, Impact' sheets 1
through 1:1 of 11, dated 09/01/2005, with revision "D"'dated 10/07/2011, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P. E:, bearing the Miami -Dade County Product Control. Revision stamp
with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control
Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LIMITATIONS: Miami -Dade County Product Control Approved Shutters Or Protection Devises shall be
required for Glazing Option "M" at installations above 30 Ft, above ground (See sheet 1 of 11).
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 tiled 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 of its
distributors and shall be available for inspection at the job site at the -request of the Building Official,
This NOA revises NOA No. 11-0405.10 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.
MI 10AD COUNTY
�Cjoeo
IN � ' � � 2 ( ��Gvfl Expira 1 DatApproval 0 1
10 Z ag 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No 4040-20; titled "Alum. Single Hung Window, Impact" sheets 1 through
11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P. E.
B. TESTS
1. Test reports on:l) 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 20244
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., Test
Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada,
P. E.
(Submitted under previous NOA No.0:7-0322.06)
2. Test reports on:1) Uniform -Static Air PressureTTest, 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 installation diagram of an aluminum single hung
window, with fin' frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed_ and
sealed by Edinundo Largaespada, P. E.
(Submitted under: previous NOA No.07-0322.06)
3. 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.
(Submitted under previous NOA No.07-0322.06)
4. Test reports on:1) Large Missile Impact Test per FBC; TAS 201 94
2) Cyclic Wind Pressure. Loading per FBC, TAS 20394
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.'s FTL-4649 and FTL-4723; dated 10105 and 08/11/05, both signed and
sealed by Edinundo Largaespada, P. E.,
(Submitted under previous NOA No. ,OS 1018:01) t
Ja me'D. Gaseo ; P. E.
Product Control Seetion Supervisor
NOA No. 1 1-1013.14
Expiratlon Date: March 26, 2016
Approval Date: November 03, 2011
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (cONTrN1UED)
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) Small Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 20344
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.'s FTL-4947 and FTL-4650, dated 08/11/05; both signed and sealed by
Edmundo Largaespada, P. E. -
(Submitted under previous NOA No. 05-1018. 01)
4) Test reports on: 1) Uniform Static Air Pressure 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 —tip drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory; Inc., Test
Reports No.'s FTL-4948 and FTL,4646, dated 08110105, both signed and sealed by
Edmundo L4T'gaespada, P. E.
(Submitted under previous NOA No. 05-1018. 01)
C. CALCULATIONS Y
1. Anchor verification calculations and st w'iural analysis, complying with FBC_-2007,
dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P; E.
Complies with ASTM E1300-04
(Submitted under previous NOA No. 11-0128.03)
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/i.l, expiring on 12/11/16.
20 Notice of Acceptance No. 11-0325.05 issued to Solutia Inc, for their "Satlex and
Vanceva clear and color interlayers' dated 05/05/2011, expiring on 05/21/2016.
Jaime. D. Gasco �; P. E.
Product Control Section Sliperi'isor
NOA No. 11-1013.14
r Expiration Date: March 26, 2016
Approvai Date: November 03, 2011
E--2
Ll
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
L Statement letter of conformance and compliances with. the FBC-2007 and
F8, 'sighed and sealed by Anthony Lynn Miller, P. E.
�D-201 0, dated October 07, 2011'
2 - . Statement letter of 'no financial interest and independency, dated
ated Octo I ber 07, 2011,
signed and sealed by Anthony Lynn Miller, Pi E.
3. Laboratory compliance letter for Test Reports No.'s FT . L-4957, FTLm-4958,
FTL-5063, YFL-4645, FTL-4649, Firlr4723, FT I L-4947, FT1,4650, FTL-4948
and #TL-4646, issued by Fenestiatio'n' Testing' Laboratory, dated 10/03/06 . through
08/10/05, all —signedandsealedbyEdmu'ndo Lar'gaepvada. P. E.
(Submitted under previotsNOA:No. 07-0322.06 and OS-1
018.01)
G. OTHERS
1.0 Notice of Acceptance No. 114405.10, issued to: PGT Industries for their Series
"SH-700 Aluminum Single H(ftig WindbW - L.M.L", approved on 04/21/2011 and
expiring on 03/23/2016.
E-3
r V-
Jaime D. Gasc:U, P. E.
Product Control Section Supetvisor
-NOA No. 11-1013.14
Expiration - Date: Match 26,2016
Approval' Date: November 03,2611
® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2)
A. 6116"LAMI CONSISTING OF (2) LITES OF W ANNEALED GLASS WITH A'.090DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
B. 5/16• LAMI CONSISTING OF (1) LITE OF 1/8'ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE
MAXIMUM PVB INTERLAYER.
0. 6116" LAMI CONSISTING OF (2)'LITES OF 1/6' HEATSTRENGTHENED:GLASS WITH AR.090.DUPONT.BIITACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER.. .
D. 7118' LAN CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH AN .090'DUPONT BUTACITE ORSAFLEX/KEEPSAFE MAXIMUM"PVB INTERLAYER.
E. 716' LAMI CONSISTING OF (1) LITE OF Me, ANNEALED GLASS AND (1) L TE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE
MAXIMUM PVB.
F. 7/16',LAMI CONSISTING OF (2) LITES OF MW HEAT STRENGTHENED GLASS WITH AN..080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER..
0.13/18' LAMI IGC(1) LITE OF 10 TEMPERED GLASS, AN AIR SPACE AND 5118"'LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A
NOA DRAWING MAP
.090'DUPONT BUTACITE OR SAFLEX/KEEPSAFE:MAXIMUM PVB INTERLAYER.
0 H.131187 LAMI IG: (1) LITE OF 1/8" TEMEREOGLASS, AN AIR SPACE AND 618`LAMI CONSISTING OF (1)'LITE OF U8''ANNEALED GLASS AND (1) LITE
SHEET
OF 1/8'HEAT STRENGTHENED GLASS WITH A.09D DUPONT-BUTACTTE OR SAFLEX/KEEPSAFE MAXIMUM PV13 INTERLAYER.
GENERAL NOTES ............. I
1.13116" LAMI IG: (1) LITE OF 1B' TEMPERED GLASS, AN AIR SPACE AND 5/16' LAMI'CONSISTING OF (2) LITES OF 1/8' HEAT;STRENGTHENED GLASS
GLAZING DETAILS ._._.. .2
WITH AN-.090 DUPONT BUTACITE OR SAFLEXNEEPSAFE MAXIMUM PVB WTERLAYER.
DESIGN PRESSURES ..._..3-
J. 13fl6l LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS; AN AIR SPACE AND 7/18' LAN CONSISTING OF (2) LITES OF 3118' ANNEALED GLASS WITH A
ELEVATIONS.»..._....._..._. 4
.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
VERT. SECTIONS :............ 5
K.13M8' LAM[ IG: (1) LITE OF 11W TEMPERED GLASS, AN AIR SPACE AND 716' LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED -GLASS AND (1) LITE
HORIZ. SECTIONS.:.......... 6
OF 3M6' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACrIE OR SAFLEXIKEEPSAFE MAXIMUM PVB.
PARTS.LIST. 6
L 13118' LAMI IG: (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND 7/1W LAMI CONSISTING OF (2) LITES'OF 3116" HEAT STRENGTHENED GLASS
............ ......
EXTRUSIONS.„.._..
WITH AN .090 DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVB INTERLAYER..
CORNER DETAIL..._..._._ 7
® M.13M8' LAMI IG: (1) LITE OF 1/8' ANNEALED GLASS, AN AIR SPACE AND 6/16' LAMI CONSISTING OF (2) LITES OF lAr ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR
8- , 11
SAFLEXKEEPSAFE MAXIMUM PVB INTERLAYER.ANCHORAGE....___...
2. CONFIGURATIONS9'OX'.(1/1, VIEW AND RADIUS TOP. ALL W/ LOW OR HIGH SILLOPTION)
&3. DESIGN' PRESSURES: (SEE TABLES, SHEETS 3),
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-M
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02.
4. ANCHORAGE: THE 33IM91. STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
6. SHUTTERS ARE NOT REQUIRED.
8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.'
A7. REFERENCES: TEST REPORTS FTL4M FTL-4646, FTL4647,-FTL4848, FTL4649, FTL-4650, FTL-4651, M 47= FTL-4957, FTL-4958 AND FTL 5083.
ANSUAF&PA NDS-2001 FOR WOOD CONSTRUCTION
ADM-2000 ALUMINUM DESIGN MANUAL
rRODUCrREVISDD
meomplyiagwiW ftFlmitla
B. SERIESIMODEL DESIGNATION SH70D, 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
BifflilingMCada
No �
u
® HURRICANE ZONE(HVHZ}
_, ,, ,.,.,
WmLmivul&:aFl3al.AWN0reA DEOMPW Pu eoxlszg ALUM. SINGLE HUNG WINDOW IMPACT �i�tl l ���
PX B NoxWAgFtb127a l�uibbrNitnr w.�rre re a osevw A LYNiIIIA)IJP:E.
cr aniaa �_�_ a�sm� • BIOGO NTS ! 11 404020 D• FLP.EA58705
30.81 or 6:
1
12 NOM.
GLASS BITE
m
- IIIIII I I �
1/8-ANNEALED OR HEAT STRENGTHENED GLASS
090 SOLUTIA OR DUPONT PVB INTERLAYER
1/e" ANNEALED OR HEAT STRENGTHENED GLASS
VVY NOM.
5/16" LAMINATED GLASS
NM.
BITE.
® NOTE: -
LAMI IG OUTBOARD LITES MAY BE
UPGRADED TO 3/16 WITH NO CHANGE
IN'DESIGN PRESSURE.
3M.
BITE
EXTERIOR INTERIOR
(ALL SECTIONS).
-M3/16" ANNEALED OR HEAT STRENGTHENED GLASS
090 SOLUTIA OR DUPONT PVB INTERLAYER
3H 6' ANNEALED OR HEAT STRENGTHENED GLASS
'7/lfr LAMINATED
7/16° LAMINATED GLASS
12" NOM.
GLASS BITE
®
PRODUCEIXEM D
86,87,88 or 92 59,90 or 91
p . do
L : 14,
J1
Bunmn8cceeAMPIMCONO _
No
EX �O
Innu ado TroduwaCM1.0
11V ANNEALED OR HEAT STRENGTHENED. GLASS
3/16' ANNEALED OR HEAT STRENGTHENED GLASS
090 SOLUTIA OR DUPON T PVBINTERLAYER
090 SOLUTIA OR DUPONT PVB INTERLAYER
1/r" ANNEALED OR HEAT STRENGTHENED GLASS
3H6• ANNEALED OR HEAT STRENGTHENED GLASS
iq
6/16" LAMINATED
7/1W LAMINATED
y �YNN M!(�F
AIRSPACE
1/5" ANNEALED OR TEMPERED GLASS Q
AOZSPACE
11W TEMPERED GLASSe
`��\
`� Off . ,..•..•....
13/16' NOM.
13M6" NOM
587p5
13/16" LAMI IG GLASS W/ 5/16" LAMI
13/160 LAMI IG GLASS W/ 7/16° LAMI
No
a IofN ;.=J
�i'Q•'•• p�\OP �C7`•
�0,� .
`'�',sSIONP�;.�``
aLl/t�NMlupFi P.E.
FL P.E.# W705
JJ.
1Q/OTflf-
•D
NO CHANGES 7MSHEET .
,araLoorDRNe
PA.BQX767D
NOI-0.TLa1a,
P -�-
GLAZING
.IR
OwfH1:
C
CHANOIDCAPWASSTYPET0T0FEREDFROMHS-...NOWAMS,FL81276.
ALUM' SINGLE HUNGLMNDOW IMPACT
....� ar,N.
FUH 2 + 11 404020
D :
Fn
'.tisnsoe.
a
ADD rr>a�s2Toalnewln►.aoLAss awntoNors
)Rrt*&mr
om
,,,r
FK
8llf/db
JJ
2l19N7
8H700
III FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION A
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE . 83" 88"' 86"' - 70" ... 7r'
74'
TABLE 1.
78"
48"
A,B.M
+80.0
1 -80.0
1 +80.0
40.0
+80.0
-80.0
+60.0
-60.0
+60.0
-80.0
+00.0
..80.0
+60.0
'+80.0
w-
A;B,M
+80.0
-80.0
+80.0
-80.0
+80.0
40.0
+60.0
-60.0
+00.0"
'40.0
+80.0
•410.0
+79.0
'70.0
orA.B.W
+80.0-80.0
+80.0
- -80.0 .
+60.0
40.0
+80.0
-50.0
+78.8
48.8
+77.3
-77.3
+76.9
' 75.9
63118"
A.B.M
+80.0
.80.0
.+00.0
-80.0
+70.0
-70.6
+78.2
.78.2
.+76.9
-76.9
+75.4
76.4.
+14.0
74.0.
UP TO631/
C,O,E,F.O,H,I,J.K,L'
+60.0
'e0.0
.+80.0
-60.0
+80.0
-80:0
+00.0
-80.0
480.0
-89.0
+80.0
.80.0'
+80.0
-60.0
STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS_W/ HIGH SILL OPTION e
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
- -WINDOW HEIGHT
WIDTH GLASS TYPE 38 318- _ _ 44r 50 618" 63" 72" 74•
TABLE 2.
78•
48"..
A, ,M
+80.0
1 -80.0
1 +80.0
•60.0
+80.0
1 -80.0
+60.0
. -80.0
+70.0.
-70.0
+70.0.
-70.0
+70.0
. -70.0 .
60"
A;B.M
480.0'
-80.0
+80.0
--60.0
480.0
-.40.0
+79.9
=79.9
+70.0
40.0
+70.0
70.0
+76.0
:-70.0
6T'
A.B.
+80.0
.80.0
+80.0
40.0'
+80.0
-80.0-
+78.9
-70.9
+70.0
70.0
+88.6
-68.8
+67.6
47.6-
:.
A.B.
+8D.0
:460
+80.0
-60.0:
+80.0
1 -00.0
.+76.0
-75.0
:+68.0
-0&0
'+68.7
.88.7.
+86.6
-86.6
UP TO 6311
C.D.E,F,O,H,LdK L
.+80.0"
-60.0
+80 0
-80,0
+80 0
' 80.0
+80.0
--so-6
+70.0
70.0
+70.0
-70.0
+70.0
.70.0
CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION® TABLE 3,
BASED ON FLANGED WINDOW TIP TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. Wl BASH ■ T"- FLANGED AND 76"; INTEGRAL: FIN):
WIDTH I GLASS TYPE 1 17118• 1 2211/16" 1 28 3/16" 33 31,r 39 6116" 44131lr 1 60 318" 5518116•
63118• D,E,F,J.K.L 1 +80.0 1 - -80.0 1 +80.0 1 -50;0 +80.0 1 -60.0 1 +80.0 140.0 +70.0 -70.0' +70.0 -70.0 +70.0 70.0 '+70.0 ".0
GLASS TYPES:
TEST REPORTS TABLE 4.
Ac 6110' LAMI- 118•A,.090,118"A
FT.4847, 4646, 4723.4957
B. 6/16" LAM(- llWA,.090,1/8"HS
FTIA647, 4648
C. 6/18" LAM) - (1l8"HS,.090.1/6"HS)
FTIA$47. 4648'
D. 7118• LAMI • lVA,.090, 3MWA
FTL4646, 4886
E. 7110" LAMI - � 10'A..090, 3/1WHS)
FTL4646
F. 7H8• LAM(- (3/18"HS,.080, 3?iTHS)
FTL4845
a. 13118".LAMI Xi -1/8" T, AIR SPACE, S118" LAM(- 1/8'A.090,1/S'A)
FTL-4646, 4723
H. 13/16''LAMI 10 -11W T, AIR SPACE, 6/18" LAM(- wrx.090,1/8"HS
FIL4648
1. 13/16" LAMI 10.118't AIR SPACE, WIS" LAMI - (1/8'HS,.090,1/b"HS)
FT.4846
J..13116" LAMI 10 -1/8" T. AIR SPACE, 7/16" LAM(•. 16'A,.090,:3/16%
F7L4048, 4650 . .
K 13/18' LAM(K - V8" T, AIR SPACE, 7/16' LAMI - (311WA;.090, 3116"HS)
F RAS49, 4650, 4955
L 13/18" LAMI 10.1/8' .T, AIR SPACE, 7116'. LAMI - (3116'HS,.090, 3H8"HS) .
FTr1S49.4650.
M.13116" LAMI 10 -11WA, AIR SPACE, 6/18•iAMI - 1/8"A,.090; 1/8'A
FT.-5063
'O•
MEETING RAIL
�FI
M, MEETING RAIL
�A: 1.
W Flr.
•O" MINUS
SASH
H. .
MEE77NG RAIL
S� IH
(VOTES: 1. WINDOWS WITH THE LOW SILL OPTON ARE LIMrrED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSFAR LOWER'AS'SHOWN IN THE TABLES. NEGATIVE DESIGN:
PRESSURES ARE UNEFFECTED.
2 FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1' FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. A
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE :12 5/6•MINIMUM-7038- MAXIMUM.;e
P.O: pQJ(.76tY
NOROMID. FL �M7/
Illllly
..2lNN ...
k; No•58705 ¢:
op
SSIONN
A. LWA'911t, P.E.
FL P.E.L16870S
631/8' MAX. FLANGED WIDTH
621/8" MAX.I.F..WIDTH
49 6/8' MAX. FIXED
DLO (ALL) D
—1 75' AX..
SEE OLD
TABLE
0/
I.F.
D J HEI
SEE D
L
®
7V I'
TABL
FLANGED
SEE DLO
TABLE
'(�
X j
38 7118' HEI
MAX
S
HEI HT
HT
SEE D'
TABL
48 VV MAX.
&ENT OLD (AM) DETAIL B
DETAIL A VIEW (STANDARD SASH)
1/1
76' MAX 1 76'' F.'
HEIGHT E-1 HEIHT.
TABLE ( ® STABLE O
FLANGED FLANGED
HEI HT HEI HT
SEE DLO TABLE X j I SASH SEE DLO TABLE X j SASH
HEIGHT HEIGHT
B
DETAIL D- DETAIL E
VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM -SASH)
NOTES:
1. SEE SHEET 6 FOR VER71CAL AND HORIZONTAL SECTION DETAILS.
.2. SEE SHEET.7 FOR CORNERDETAIL VIEWS. .
3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT.
SEE
X ,
DETAIL C
TOP (STAND
VERTICAL DAYLIGHT
. OPEMNO
DETAIL
FIXED LITE
LOW
SILL
HIGH
SILL
A
34 112" '
34 3/1
B
41 518"
41 1/4" .
C
. 41 1/4"
4D 7/8"
D
52 5/8"
52 11/16"
E
52 114"
52 6/16"
SASH'
DETAIL...
LOW
SILL
. HIGH
SILL
A
34112"
34 31W
B
27 7/1W
271/8'
C
27 7H6"
271/8"
D
16 3/8" :
15 3/4'
E
16 3/8"
-15 3/4"
TABLE 5.'
MOTM1,10 WDRIVH ELEVATIONS
NotmM.FL3+vs n
HMNOTERADI)MM4. PA:BOXI6YY �— ALUM. SINGLE HUNG WI
NORM, FL 3W4 . VWb$ Setter NTS 4 +: 11
4040 20
76' MAX
I.F.
HEI 1HT
78'-MAX.
FLANGED
HEI HT.
S
NO 4
Florida
Itllll
1.YNN lyl(��iii
140. 58705
All
OF
•.. FLOF.1�P. �C7
A. LY�IFO R311L��, P.E.
FL P.E.0'88705
1�-2704•
1 : INSIDE
MAX
FIXED
LJTE
7, 8 OR
DAYLIGHT
OPENING
2:
OUTSIDE
T
MAX.
VENT
DAYLIGHT
NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR
OPTIONAL BOTTOM LOCKS. (1) 0• FROM EACH SIDE OF SASH.
INSIDE :. MAX. VENT DAYLIGHT OPENING
J NOTE: BALANCE PARTS USED
® BASED ON SASH WEIGHT
9,10,11,15.16
--_��
. OUTSIDE
MAX FIXED LITE DAYUGHT OPENING
r= MAX WIDTH
.SECTION A -A
OUTsroE INTEGRAL FIN (I.FF..) FRAME SECTIONS® INSIDE
47 50
2.146
HIGH
IL
2 1
LOW
SILL
48 46
HIGH SILL LOW SILL HEAD JAMB OUTSIDE
68 J7-2.710'
®I.F.. FRAME q
.:.53 , II.
OUTSIDE
FIoWds
52 (HIGH SILL)
(LOW SELL)
SEE NOTE ABOVE 54 64 ri l rl,
- 3 30 uLTRALIFr 69 67 ���°.•���Nse'
12 ONLY ULTRALIFT
12 ONLY SECTION C-C = �c { No.58705
SECTIONB-B. RADIUS TOP.
ALTERNATE HIGH SILL.
(LOW SILL SHOWN)(HEAD DETAIL- FLANGED VERSION) � ,O �, a,lo N
r i ,mmn, o xoauvr mass r CT/ONS �'PO'.. swteov,
rrs • awtn+. a rrocruNoesnnssr�Er: 1o%ao 'tk ao.:a�.
RK fin3W B/F.sECTfON36CONSOLfDATEBAL'cOMPONENT3 PA:BQX.1�D �—� ALUM SINGLE HUNG WINDOW IMPACT ''�S�``S''IONA�- .�`
. a� rracaA�s Fl ur►a Vhlbb Bewer .r...o •_1Y ° •- a. Amu B .`P.E
FJG 9RNB .L L .2291D7 8N/oo Hal/ 6 + 11 40I40 20 D. .. FL P.E.1LUM
ij 3'0
.082—
47) FRAME: LF. HEAD
#4071A,eo63-Ts
FRAME. I.F.: LOW SILL
48
072A 6063-TO
3�
=0
w norida
— te"3
1 of
0
4"
1 21!07-5
1OUL
Sc R N -SuRl"WO
?CASP
S E!
1.169--j-
1624
ISCREEN SPLINE -.135 DIK FOAM
61624K
FRAMEJ.F. JAMB
50
'k@FRAME, I.F. HIGH SILL
#40M 6063-T6
04074B. 6063-TO
(usED AS RADIUS TOP HEAD)
AII ... u I -
11
50 r!Lf
A.
FIL P.EX 68705
'!.'u!'*
'10w/11,
'D
Imo amim Tw mgEr
lM7ECHI4OWWDRn
:-NOKMMFL3W6
PARTS LIST
:JA-
OM/11:
c
IOMMCAP MASS TYPE -TO TEVI'SIZEDFROMH9
LADEITEW
14wnmq& CHG. vewwmmmwroa is
ALUM SINGLE HUNG WINDOW IMPACT
FJC
lln3W
a
-:If.
4WW
1 D.
F
.w
w
—171
MOW
I
RIC
WME
-i
ri — 2.784
I
1.3� ofiz
O FLANGE FRAME HEAD
04002A,6063-T6
O; FLANGE FRAME JAMB
#4004,6083•T5
(USED AS RADIUS TOP HEAD)
os2
2.830 2.330
L .. --A
I+--2.784---►{
O FLANGE FRAME SILL. (LOW)
04003C;6063-T6
.062..
T
2),
SASH STOP
04025,6003-T6.
1.342 r--.2.279�
,062 65 1 nn I . 1707
} � .082
O21 FIXED MEETING RAIL 2S SASH TOP RAIL
#4054A,6003HD-T6, #40080,6063HS-T6
N-2.784—�
69 FLANGE FRAME SILL (HIGH)
#4050A,6063•TO
�-1.513 738
04U
17 SASH STOP COVER
#4053, 6053•T5
® I.F. FRAME
SEALANTALONG.ENTIRE JOINT.
1 or 47
I 2
II
11
II
II
LF. FRAME
I
:I
6or50
I
WELD
`6 or 50
ALONG
-SCREW
I
BOSS (2)
SEALANT OR GASKET
AT'HEAD AND SILL
I
VIEW D-D
VIEW BE
(1/1 & VIEW HEAD 6 SILL, RADIUS TOP SILL)
(RADIUS TOP 14EM ONLY)
FRAME CORNER CONSTRUCTION
—� I .1.105
•084 9
:.oe7.
1.979
_L
31 SASH SIDE RAIL
#4006, 6063•TS
28 SASH BOTTOM RAIL(LOM"
#4007,6063-T6
050 �
—.678
1.098 444555- •; T
O GLAZING BEAD 7/16"
04222,6063•T6
68 . SASH BOTTOM RAIL (HIGH)
#4051A,6063-TG
PA: M262e
I�KO. R 34274
.050—��.878
1:116� ►i7T
45 GLAZING BEAD-7/16'
09850. 6083 T6
(USED W/ GRILL KIT).
.678
1
.050-- •e7e
42, "GLAZING BEAD, 6/160
M ODUiCTREMOD wide
94044% 6063-TS
(USED W/GRILLKri)
g d g Cb b
AeocptenooHo
J383
.050
I —I - - " .1.097
46 GLAZINGBEAD, 13/1
#4087,8063-T5
ILUM. S/NGLEHUNG WINDOW 'IMPACT
re rA - e r.wm
'Half 7 • 11 404&20
k N0.68706
�-O• a iO jaigI t W
�� gTATE Of. : r Z:
A. LY
,C>,`4S10NA�
W MILLLA, P.E.
FL P.E.# 58705
ANCHOR. QUANTITIES FOR III FLANGED WINDOWS TABLE 5.
WINDOW HEIGHT
SUBSTRATE: 28.603 34,603 40.603 1 46.603 52.603 1 58.603 ' 64.603 78.000
ANCHOR TYPE: p U p .:U U p o U .p U U o 0 0 0. U o. U U c .0 U
oZ oZM. Z ZM Z ZM Z�ZM�NZp .oZot+f0NZ�ZMU.NZ�„ZpMQNZ�Z
WINDOW. GLASS F
V��� N�T8 8 UNS O�UN U 8. U U� U U
WIDTH: TYPE NU�U� JIN
C,D,E,F,G,
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1'
H,4J:K,L
-1 F21
A
-I.-
2222.22222222222222272222232233
19.125
1'2
111
111
112
111
112
212
112
212
' 1'
2 2
2 2
2 2
2 2
22222
2
2 2
A22
11
2 2
2 '2
1
2 2
1
2 3
1
2 2
3 3
C;D,E,F,G,
1
1
1
1
1
1
1
1
1
1
1.
1
1.
1.
1
1-
1•
1
1.
1
1
1
1
1
H,I,J;K,L
1 2
1 1
1172
1 2
1: 2
1 2
2 2
1 2
2 2
2 2
2 2
2 2
2 2
2' 2
2 2
2 3
2 2
2 2
2 3
2 Z
2 3
3 3
2 2
3 3
24.000
1
1
1
T
1
1.
1
1
1
1
. 1
__1:
1 .
_1
. 1..
1.
.1 -
1':.
1.
1..
I:.
1
AB.M
121112121212Z2122'2222'
_i_
222222222232222232'22'333'2233
_1
C,D,E,F,G.
.1
1
1
1:
1
1
1
1
1
1..
1
1-
:1.
1
1.
:2
1
:1:
: 2
1
1
2
1
1
H;I,J,K,L
1 2
22
2 22
31
222
3:E223
2'3
2'22
3
2 3
2212131313,22
3 3
34
32
3 334,3134
4
32000
1
1..
:.1
1
1.
:.1
1
::1.
. 1
1
AB,M._
1171
2
22231
2
22
2 3
1 223
23
222
32
3
222
3
3 32
2
333
4
3'2
33
343
3
4 4
C,p,E F,G,
1:
1
1.
t
1
1.:
2
1
1:
.2
1
2
.:2
1
.2
_
: 2
1
2:
2
_
1
2.
2
1:
2.
HAJ'K'L
22117222231
223232223232223232323342,33334333'4'353344
37.000
ABM
1
22122223122323222323222323232334'2333343334353'344
1..
.1
1
.1
1
2
1.
1
2
..1 .
2
2
..1.
2
2
,.1.
2
2
.1
2
2..
1
2
PSF
79
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
2
40.000
HIJ,K;L
221
2222
322232322232323232423333423.3435333'4453344
2
2,
,2
2
2
2
2
2
2
2
2.:
2
2:
,2
2
2:
',2,
2
2:
:.2
2
2:
2
2
ABM
221222232'223232223232323242333
4:2334353334453344
PSF
79
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
2
44.000
H,I,J;K,L
2222222
3222'3232233242333342E3334:23343'53334453445
2
2:
2
2
2:
2
2
2
', 2
2
_2 :..
2
2
2:
2
2
2.
2
2.
2..
2
2.
2..
2
A,B,M
222222232'2232322332423.333423333423343'5333445.3445
PSF
.79.
79.
C,D,E,F,G,
2
2
2
2
2
2
2
.2.
2
2
2•
2
2
2
2
21
2
2
3-
2`
2
3
2
2
48.000
W;IJ;K,L
2222222322'23342333342
334342334
35'3'3343.5'33'45463'455
AB,M
2
2
2
2
2
2.
2
2
2
2
2
2
2
2
',2
.2
2..2-
3
2
2
3
2
2.
2222222322233423333
4::
3'34342334353334353345483455
PSF
72
79
79
C D,E,F,G,
2
2
2.
2
1 2
2
2
2
2
2
2
2
3
2
2
3
2
2
3`
2
3
3
2
3
53125
H,IJ,K,L
2222222322i233423343423$4343:334363:34446344546'3,456
2-1_2
2-
2
2
2
2
2
2
-2
2
2
3
2
2
3
2
'.2 .
3
2
-2.
3
2.
3
ABM
22222223222334233'434233:434333';43533'4445'334.5.4634.45
►A: RQX 7Q29
NOK0. FL 9127�
a
1. ANCHOR TYPES: 1-1%4' ELCO TAPCONS
2.1/4' ELCO SS4 CRETE-FLEX
® 3 - #12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWIING DIMENSIONS.
HEAD'- 18 lir MAX. FROM TOP CORNERS
JAMBS -171/Y MAX. FROM TOP CORNERS
15' MAX: FROM BOTTOM CORNERS
8' MAX. BELOW MTG; RAIL
® SILL -ANCHORS NOT: REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONALCRITERIA OF
NOTE 2.
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
AARE:1' LESS.
SIZE BLOCKS OF THE ADJACENT TABLE WITH A
BOLDITALICIZED VALUE ABOVE THEM,.INDICATE A
MAXIMUM DESIGN PRESSUREWITH THE QUANTITY
OF ANCHORS SHOWN'IN BOLD. OTHERWISE, THE
MAXIMUM DESIGN
RESPECTIVE PRESSURE FOR THf�
SIZE
AND GLASS TYPE IS
AVAILABLE
TABLE KEY.
MAX. PSF
(DP LIMITED) 118
HEAD ' 2
JAMB ABOVE 2 3
MTG. RAIL
JAMB BELOW'
MTG. RAIL
(FULL DP)
rI rcI I
`���, ,I �YNN MI1(F
``O.
HEAD 2
JAMB ABOVE 2 3
MTG. RAL.
1
* '
JAMB BELOW
RAIL
'
No.VrG.
NJ z
VINDOWS
%gyp �I oa�OP �C
��' SS10NP�
IW, IMPACT
A. LYWMILIE ' . P.E.
.W-
..
4040-20
D
FL P.E.# 58705
y
ANCHORAGE NOTES:
ANCHOR QUANTITIES
FOR STANDARD
VIEW"AND
RADIUS TOP
FLANGED
WINDOWS
TABLE 8.
1. ANCHOR TYPES: I -11C ELCO TAPCONS
2-114"'ELCOSS4CRETE-FLEX
WINDOW
HEIGHT
29.655
37.155
44.655
52.155
59.655
:67.155
-74.655
76.000
SUBSTRATE:
ANCHOR TYPE.
3-912SCREWS
2 FQLLQWING,DIMENSIG. ANCHOR LOCATIONS ARE BASED ON THE
HEAD -181IY MAX TROM TOP CORNERS
JAMBS-17-112"MAX.FROMTOP'CORNERS'
16" MAX: FROM BOTTOM CORNERS
(r Wk BELOW MTG. RAIL
- ANCHORS NOT REQUIRED
3• INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
o
cV
U
N U
U
V
�i
11,4
U
0
U
U
0
U
C.4 O
U
N U
U
'" U
o
(V OQ
5
U
N U
U
U
t]
cV O
V
N U
U.
oZo
U
a
t�i U
U
N U
U
'- U
O
t�i U
U
N O
U
U
'- pZo
U
o
cv U
U
N O
U
U
'� O
.. U
WINDOW
TYPE
19.125
O,D,E.F;G,
H.W.K:L
1
1 1
1
1 �1
1
1 1
1
2 2
1
2 1
1
2 2
1
2 2
1.
2 1
1
2 2
1
2 2
1.'
2 2
1
2 2
1
2 2
1'
2 2
1
7 2
1
2 2
1.
3 2
1
2 2
1
3 2
1
3 2
1
2 2
1
3 2:
A,B,M
1®SILL
1 1
1 1
1 1
2 2
2 1
2 2
2 2
2 1
2 2
2. 2
2 2
2 .2
2 2
2 2
2 2
222.2
3 2
2 2
3 2
3 2
2' 2
.3 '2
PSF
'79:.
24.000
®NOTE 2.
4•TABLEWIDTH ANDHEIGHT'DIMENSION ARE.FOR
C,D E,F;p,
H,I,J;K;L
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1 1
1 :1
1 1
2 7
1 .1
2 2
2 2'
2 7
2, 2
2 2
2 2
2 2
2 2
2 2
312
3 2
2 2
3' 2
3 2
2 2
3 2
3 2
2 2
3 2:
FLANGED' WINDOWS. INTEGRAL FIN DIMENSIONS
ARE 1'LESS.
b. DESIGN PRESSURE LIMITATIONS:
A,B,M
1•
1
1
1.
1
1.
1
1
1
1
1
-1
1
1
1
1
1
1
1
1
1.
1
1.
1
1 41
11
1
221
12222222'222'2'22222
22323
2223.2322'2
32322232
PSF
BB
77
C,O;E,F,G,
KIAKL
1
1-
1
1
I 1
I 1
1
1
1
2
1-
1
2
1
1
1
1
1
1'
1
1
1
1
1
32.000
SIZE BLOCKS OF THE ADJACENT TABLE WITH A
BOLD ITAuCIZED VALUE ABOVE THEM, INDICATE A
MAXIMUM DESIGN ' PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
MAXIMUM'DESIGN .
PRESSURE FORTH
RESPECTIVE SIZE
AND GLASS TYPE IS
1 1
1 :1
1 1
2 2
2 2
2 2
2 3
2 2'
2 2
3 3
2 2
3 3
3 3
3 2
3' 3
3: 3,
2 2
3 3
4 3
3 2
4' 3
4 3
'3 2
4 3
A,B,M
1
1
1
1
1
1•.
1
1
1.
. 2
1
1
2
1
1`
1
1
1,
1
1
1
1
1
1'
1 1.
1 1
1 1
2 2
2 2
2 2
2 :3
2 2
2 2
3' 3
2 2
3 3
.3 3
3 2
3 3:
3
2 2
3 •3
4 3
3 2
4' .3
4 3
3 2
4 :3
PSF
69
87
79
'
C,D,E,F,G,
1
1
1
2
1
1
2
1
2
2
1
2
2
1
2
2
1
2
2
1
2
2
1
2
37.000
H.4J
1KL 1
Ill
111
212
22
2 2
2 32'22
3
332
2
3 3
3 3
3 34
3
3332
3 343
3 2
4 34
4:3
24
3
AVAILABLE
A,B,M
1.
1
1
2
1
1.
2
1
2.
2
1
2
2
1
2
2
1
.2.
2
1
2
2
1
2
11:1111
22
22222:322233'32233.333343:333238
33324.344324'.3
PSF
54'-78
82
79
GD,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
2
40.000
Hd,J,KL
1,
1'111
222222232233
332233433343333343443343443353
TABLE KEY:
MAX PSF
17
(DP LINKED) '3
HEAD '3 xonucr wa ft add.
oomptyina
JAMBABOVE 3 3 11dtnscude
No 11+1 Ol$ 1,Q.
MtG.:RAIL /lollo
JAMB BELOW -
MTG.:RAA.. �odsPduaCmnra
A,B,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
1 41
1
1 1
2222
22
2+32
23333223
34
3
3'343
3'33'34'344334'3443
3b''3
44.000
PSF
49
-79
56.
79
78
C D,E,F,G,
H I.J;K,L
2
2
2
2
2,
2
2
2
2
2.
2.
2
2
..2.
2
2.
2
2
2.
.2
2
2_
.2
2
1 1
1 '1
1 .1
2 2
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ANCHOR QUANTITIES
SUBSTRATE:
ANCHOR TYPE:
ABOVE MEETING RAIL HEAD & JAMBS).
CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE7.
'WINDOW HEIGHT
MINUS SASH
HEIGHT FROM TABLE B.
17.125
22.668
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33154
1 39296
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ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT.
TABLE 8.
SASH HEIGHT
SUBSTRATE. 12-776 15.776 18.776 21.776 24.776 27.776 30.776 31.108
ANCHOR TYPE. o 0 0 4Q cZi o g �. o gIAg .. qa . 2On o 0 0 0
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ANCHORAGE NOTES:.
1. ANCHOR TYPES: 1-1/4''ELCO TAPCONS'
2- ELOO SS4 CRETE-FLEX
.3-#12SCREWS
2: ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING
® DIMENSIONS:
HEAD-181/2' MAX. FROM CORNERS
JAMBS -,17 V2: MAX. FROM:TOP CORNERS.
11 112' MAX. ABOVE THE MEETING RAIL
6' MAX. BELOW MTG. RAIL
16' MAX. FROM BOTTOM CORNERS
'SILL - ANCHORS NOT REQUIRED
DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
VIEW WINDOWS FROM TABLES 7. AND 8,•USING THE
DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR
ABOVE THE MEETING RAIL AND TABLE & FOR BELOW.
4. AVAILABLE SASRHEIGHTS FORCUSTOM VIEW
® WINDOWS ARE .12 SW MIN. TO 38- MAX.
TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
1' LESS.:
S. DESIGN PRESSURE LIMITATIONS:
®' SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD
ITALICRED VALUE ABOVE THEM, INDICATE A MAXIMUM
DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN
PRESSUREFORTHE
RESPECTIVE SGM AND: .
GLASS TYPE.IS
AVAILABLE.
e TABLE 7. KEY
MAX. PSF
(DP LIMITED) 112
HEAD, 2
JAMB ABOVE 2
MTG. RAIL
F( ULL,DP)
HEAD 2
JAMB ABOVE 4
MTG. RAIL
® TABLE 8. KEY:
MAX PSF
JDP LiMRED) 112
JAMB:BELOW1 2
MTG. RAIL
FULL DP B
JANEBELOW 2
MTG.-RAL
?USTOM 14EW
NDOW IMPACT _
J�4040,20 D.
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FL P.E.# 68706
1W MAX SHIM MIN.
1/4' MAX SHIM
CONCRETE ANCHOR,
FH BELOW MEETING
RAIL (SEE NOTE 1 & 3)
�• 325 KSI MIN. CONCRETE
,OR 1.6 KSI MIN. CMU
41,1-i BUCK OPTIONAL WITH SOLID CONCRETE
SUBSTRATE (SEE NOTE 4%
aEXTERIOR INTERIOR
(ALL HEAD AND SILL DETAIL )
® CONCRETE ANCHOR
3.35 KSI MIN. CONCRETE (SEE NOTE 1 & 3)A 2x WOOD BUCK
®(SEE NOTE 4)
�,�.:;,;► "► {'..1.3W.MIN. ,114'TAPCONAi
1314':MIN.,1/4'CRETE-FLEX
OPTIONAL 1x —
a.
SHIM
1: FOR CONCRETE APPLICATIONS IN MIAM WADE COUNTY, USE ONLY MIAMI=DARE COUNTY
APPROVED 114' ELCO TAPCONS OR 1/4' SS4 CRETE-FLEX. MINIMUM DISTANCE FROM
ANCHOR TO CONCRETE EDGE IS 1314•.
WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMWADE COUNTY, USE #12 STEEL SCREWS (G5) OR
(SEE NOTE 2 & 3),& 1/4' SS4•CRETE•FLEX.
am Av HEAD ANCHORS WHERE REQUIRED MUST HAVEl112 TRIMFIT HEADS
DETAILA. .DETAIL B
TYPICAL FLANGED HEAD ANCHORAGE'
in 1�'®
MIN..[-
GA AlU
4. WOOD BUCKS DEPICTED IN THE SECTIONS'ON THIS PAGE:AS 1x ARE BUCKS WHOSE
TOTAL THICKNESS IS LESS THAN 112'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
DIRECTLYTO SOLID CONCRETE. WOOD BUCKS. DEPICTED AS 2x ARE 1 12'
FINSTALLED
®
THICK OR'GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
6. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF
V4'
6063-TS AND A MINIMUM OF 11S' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE
OF A SIMTO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.SIMILAR TO THAT
MAX
SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE -ANCHOR SHALL BE A,112 SHEET
SHIM
H' EMENT' N
METAL SCREW WIT FULL EN G INTO THE MI UM. IF THESE CRRERIA ARE
MET; THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS
MAY BE'USED. 'A FLANGED FRAME COMPONENT MAYBE SUBSTITUTEOFOR AN
INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN
MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE
MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT.
8 ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED 'UNITS.
T. MATERIALS, INCLUDING BUT NOT -LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT
WITH OTHER DISSIMILAR MATERIALS SHALL.MEET THE REQUIREMENTS OF FBC CURRENT,
EDITION, SECTION 2003.8A (SUPPLEMENT 2005).
WOOD ANCHOR
FH BELOW MEETING®.
RAIL (SEE NOTE 2 & 3)
INTERIOR
(ALL JAMB DETAILS)
EXTERIOR
2x WOOD BUCK
(SEE NOTE 4),&
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
1/a•
SHIM
--
,131' DIA. N
x212'NI
AT CORNE
AND 5' C
1w
IOOD FRAME MAX
_SHIM
.131"DIA..MIN.'
x 212' NAIL,,
T CORNERS
A AND 6' O.C.
Florida
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111
114'
MAX
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