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44
REVISIONS
REV DESCRIPTION GATE APPROVED
A REVISED EDGE DISTANCES 10/22/13 R.L.
B REVISED INSTALLATION DETAILS DIMENSIONS 02/23/15 1 R.L.
NOTES:
1, 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ.
^A 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
3) 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR
MATERIALS MUST BE SEPARATED WITH APPROVED COATING MEMBRANE. SELECTION OF #vg COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCC HITECT OR ENGINEER OF RECORD. 1 (((sss
4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
5) FRAME MATERIAL: EXTRUDED RIGID PVC.
6) UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 8 FOR GLASS DETAILS.
7) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
8) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9) FOR NAIL FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MIN EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS
AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS
10) FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO
2" MINIMUM EDGE
ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2-- Rry Sl ' N
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
11) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH SUFFICIENT
LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
12) FOR ANCHORING INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING SCREWS SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. CONTRACTOR COPY
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
13) ALL FASTENERS TO BE CORROSION RESISTANT.
14) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
\�\ INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH J
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM
SIGNED:02/24/2015
TM WINDOWS L.L.C. R I1L���i�,,
1543 NORTH POWERLINE RD. D'119�i�
TABLE OF CONTENTS POMPANO BEACH, FL 33021
SHEET N0. DESCRIPTION TM 9000 SH VINYL LMI HVHZ *• 0�.�251
54" x 84" tt�(�
1 NOTES NOTES p; STATE OF
2 ELEVATIONS DRAWN: I DWG NO. REV �iFC0R%DV'G�•�'\�
3 8 7 COMPONENTS AND IGLAZING DETAIL SCALE NTS DATE 06/08/201281 SHEET OF 8 B
nc)
REVISIONS
REV DESCRIPTION DATE I APPROVED
A REVISED EDGE DISTANCES 10/22/13 R.L.
54" MAX. FRAME WIDTH
B REVISED INSTALLATION DETAILS DIMENSIONS 02/23/15 R.L.
54" MAX FRAME WIDTH
6" MAX. 14" MAX. O.C. I�_ 6" MAX. 6" MAXJEE
—�14" MAX O.C. I 6" MAX
I I I1
6" MAX. 6" MAX
/ I
/ OMAX./ MAX. O.C. O 12"
MAX
O.C.
/ / I
84" / ANCHORS LOCATED 84" /
MAX. ABOVE & BELOW MIDSPAN MAX -
FRAME MUST BE INSTALLED FRAME - -
HEIGHT / IN INTERIOR BALANCE HEIGHT /
POCKET
X
DESIGN PRESSURE RATING IMPACT RATING
+65.0%70.OPSF LARGE AND SMALL MISSILE IMPACT
/ / `'• MISSILE LEVEL D,WIND ZONE 4&HVHZ
6" MAX.
TM 9000 SH TM 9000 SH I W
EXTERIOR VIEW EXTERIOR VIEW
FRAME AND FLANGE INSTALLATION FIN INSTALLATION
HARDWARESCHEDULE NOTES:
SIGNED:02/24/2015
A. 2 SWEEP LOCKS(9227)AT 71/2"FROM EACH END TOP OF SASH LIFT RAILS 1. MAXIMUM SASH SIZE:51°X42114"
B. 2 LOCK KEEPERS(8214)7"FROM EACH END IN FIXED MEETING RAIL 2• MAXIMUM D.L.O.:50 1/16"X365116" TM WINDOWS L.L.C.
3 r2)1518-X 118'WEEP XED MEETING RAIL. 1543
7'FROM EACH END OF 1543 NORTH POWERLINE RD. R..t 0z�///
C. 2 TILT OUT LOCKS 75065 1/8"OVERHANGING EACH END OF TOP SASH LIFT RAIL
D. 2)ALUMINUM BAR AT EACH JAMB 4. (2)5/8°DIAMETER HOLE IN BOTTOM OF COMMON POMPANO BEACH, FL 33021 `��•�\0ENSk**.,p�i�
E. 2)ALUMINUM"U"CHANNELINEACHIAMB SASH JAMBS VI6°FROMTHE ENDS. TM 9000 SH VINYL LMI HVHZ ir• 0 61 *=
F. 2 ROLLER TILT COIL BALANCER IN EACH IAMB 54" x 84" =°o 4
G. ALUMINUM REINFORCEMENT SE9304 AT FIXED MEETING RAIL
ELEVATION AND NOTES -y0, 1 TAT OF
H. ALUMINUM REINFORCEMENT(SE9346 AT LIFT RAIL HEAD OF SASH DRAWN: OWG N0. 1 ]R- i�F ;[pR10P;G�Z�I. ALUMINUM REINFORCEMENT(SE9342)ATSASHSILL&COMMONSASHJAMBSscALL.E DATE 08—s01�875 /ONA1`�N����
NTS 06/08/2012 2 OF 8
( L
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41
7/8" MIN. REVISIONS
I EDGE DISTANCE 1' MIN REV DESCRIPTION Dorf APPROVED
I EDGE DISTANCE
F'wOR
OOD FRAMING METAL I A REVISED EDGE DISTANCES 10/22/13 R.L.
2X BUCK STRUCTURE B REVISED INSTALLATION DETAILS DIMENSIONS 02/23/15 R.L.
BY OTHERS1 7/16" MIN. BY OTHERS 1/4" MAX.
SHIM SPACE
EMBEDMENT, `SHIM SPACE
1
o� S IM SPACE 0° oINTERIOR
1" MIN.
URETHANE BASE URETHANE BASE EDGE DISTANCE ❑
APPROVEDAPPROVED a Q
SEALANT SEALANT
X14 WOOD #14 SMS OR
SCREW SELF DRILLING SCREWS
#14 SMS OR METAL
SELF DRILLING STRUCTURE a
SCREW BY OTHERS
� 0 0 o EXTERIOR
ElINTERIOR EXTERIOR ElURETHANE BASE JAMB INSTALLATION DETAIL
APPROVED
SEALANT
EXTERIOREXTERIOR METAL STRUCTURE INSTALLATION
INTERIOR 1 7/16" MIN. 1/4" MAX.
EMBEDMENT r SHIM SPACE
L— I INTERIOR
7/8" MIN. ❑O°
SILL TO BE SET EDGE DISTANCE
IN A BED Q
OF URETHANE BASE
APPROVED SILL TO BE SET ❑
URETHANE BASE SEALANT O ABED X14 WOOD
APPROVED O URETHANE BASE OF URETHANE BASE SCREW QO
SEALANT APPROVED APPROVED
1/4" MAX. SEALANT SEALANT
SHIM SPACE 1/4" MAX. WOOD FRAMING
O R 2X BUCK
❑ ❑ O ❑ ❑ F SHIM SPACE O BY OTHERS
WOOD FRAMING METAL
OR 2X BUCK I STRUCTURE EXTERIOR
BY OTHERS BY OTHERS JAMB INSTALLATION DETAIL
URETHANE BASE
APPROVED WOOD FRAMING OR 2X BUCK INSTALLATION
SEALANT SIGNED:02/24/2015
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION 1543MNORINDOTH OWERLINE RD. 5 R..L1D4j��i�
POMPANO BEACH, FL 33021 `�••4�CENS�:9�ir�
NOTES: TM 9000 SH VINYL LMI HVHZ _ 4TA
0.�251
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS. 54" x 84" rNOT SHOWN FOR CLARITY. FRAME INSTALLATION DETAILS ��Op,• T OF �t�`
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE P .
DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN: DWG NO. REV i�F .CORIOP•��'\�
scALE NTS Dorf 06/08/2012 8 soEEr350F 8
e ,,/7ssi�NA�1��G`\\
2 1/2" MIN. REVISIONS
'I EDGE DISTANCE REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY A REVISED EDGE DISTANCES 10/22/13 R.L.
BY OTHERS .. °• d• e °° ° c I B REVISED INSTALLATION DETAILS DIMENSION 02/23/15 R.L.
1 1/4" MIN.
OPTIONAL 1X BUCK s °°' °°:° EMBEDMENT
TO BE PROPERLY -1 1 1/4" MIN.
SECURED EMBEDMENT
SEE NOTE 3 SHEET 1 I
CONCRETE/MASONRY
O 1 10 BY OTHERS
URETHANE BASE 1/4" MAX, J OPTIONAL 1X BUCKtl
1/4" MAX.
APPROVED O� a SHIM SPACE
SEALANT TO BE PROPERLYSHIM SPACE
SECUREDSEE NOTE 3 SHEET 11/4" TAPCON 1/4" TAPCON INTERIOR
wx
o ° o
EXTERIOR aEl
2 1/2" °.v
INTERIOR EDGE a0
DISTANCE
.v o
URETHANE BASE EXTERIOR
• APPROVED
SEALANT
JAMB INSTALLATION DETAIL
SILL TO BE SET CONCRETEIMASONRY INSTALLATION
URETHANE BASE ABED
O
APPROVED E3 OF APPROVED
SEALANT SEALANT
1/4" MAX.
OPTIONAL 1X BUCK SHIM SPACE NOTES:
TO BE PROPERLY O ❑ YA❑ 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS.
SECURED NOT SHOWN FOR CLARITY.
SEE NOTE 3 SHEET 1 I 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
CONCRETE/MASONRY DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED:02/24/2015
BY OTHERS
a : ' •. TM WINDOWS L.L.C. \\���III�II►LrO����i
1543 NORTH POWERLINE RD. \�
\\\5.••• 't1 �i
°'•°' POMPANO BEACH, FL 33021 �� ••\GENS 9iP�i
\ F'
VERTICAL CROSS SECTION TM 9000 SH VINYL LMI HVHZ *• oy�j�61
54" x 84" `vLti�( Ftea�=
CONCRETEIMASONRYINSTALLATfON 4 3 E ��
FRAME INSTALLATION DETAILS TAT OF
DRAWN: DWG NO. REV �'�••'c[ORIOP•°\�'��
V.L. 08-01975 B pNAt
SCALE NTS JDATE 06/08/2012 1
SHEE114 OF 8 �/r/11111111���
Ar
7/8" MIN. 1" MIN REVISIONS
I EDGE DISTANCE I r EDGE DISTANCE REV DESCRIPTION DATE APPROVED
WOOD FRAMING I METAL I A REVISED EDGE DISTANCES 10/22/13 R.L.
OR 2X BUCK STRUCTURE 1/4.. B REVISED INSTALLATION DETAILS DIMENSIONS 02/23/15 R-
-BY OTHERS16" MIN. BY OTHERS MAX.
1 7/16" SHIM
0 EMBEDMENT` SPACE 1/4" MAX.
URETHANE BASE D SHIM SPACE
URETHANE BASE CD p p �- APPROVED O ❑ ❑
APPROVED I SEALANT
SEALANT Q� 1/4" MAX. J BEHIND a�
BEHIND O SHIM SPACE FLANGE O INTERIOR
FLANGE D 0 1" MIN.
EDGE DISTANCE
#14 WOOD i
SCREW
XSMS OR SELF
#14 SMS OR D p
SELF DRILLING DRILLING SCREWS QO
SCREW METAL 0
STRUCTURE o a
BY OTHERS
o EXTERIORo URETHANE BASE EXTERIOR
INTERIOR ❑ APPROVED SEALANT
° ❑ ° BEHIND FLANGE JAMB INSTALLATION DETAIL
o ° INTERIOR METAL STRUCTURE INSTALLATION
EXTERIOR
1 7/16" MIN. 1/4" MAX.
EMBEDMENT I r SHIM SPACE
INTERIOR
7/8" MIN. o
EDGE DISTANCE ❑
SILL TO BE SET SILL TO BE SET VQ
IN A BED IN A BED
OF APPROVED OF APPROVED p
URETHANE BASE I] SEAT URETHANE BASE SEALANT #14 WOOD Q�
APPROVEDAPPROVED SCREW
EALANT 1/4- MAX.
SBEHIND SHIM SPACE SEALANT BEHIND 1/4" MAX. o
FLANGE L-i ❑ ❑ FLANGE o ❑ ❑ SHIM SPACE WOOD FRAMING a0 EXTERIOR
WOOD FRAMING METAL I OR 2X BUCK
OR 2X BUCK STRUCTURE BY OTHERS
BY OTHERS BY OTHERS URETHANE BASE JAMB INSTALLATION DETAIL
APPROVED SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION
BEHIND FLANGE
SIGNED:02/24/2015
VERTICAL CROSS SECTION VERTICAL CROSS SECTION TM WINDOWS L.L.C. ` �s 111111/rIAA '
WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION �\ R. C p
1543 NORTH POWERLINE RD. ���J\ 4f
POMPANO BEACH, FL 33021 v,•v�CENSF,d'
TM 9000 SH VINYL LMI HVHZ _*•/�0y�
54" x 84" ((l�Jj(rt y
1.NONTERIORANDEXTERIORFINISHES.BYOTHERS. FLANGE INSTALLATION DETAILS per• 3TATEEEE OF ��`
NOT SHOWN FOR CLARITY. DRAWN; DWG NO. REV %��t`•'��OR1�P
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE V.L. 08-01975 8 �//sS'/ ••" f�a���
DESIGNED IN ACCORDANCE WITH ASTM E2112 SCALE DATE sNEEr ,/7/IIOf j IAI l 111\\
NTS 06/08/2012 5 OF 8
V '
L. Roberto Lomas P.E. Engineering Evaluation Report
233 W.Main St.
Danvillc.VA 24541 Report No.: 512686C
434-688-0609
rllomasrmlrlomaspo.com
Manufacturer: TM Windows LLC.
-� 1543 North Powerline Rd.
Pompano Beach, FL 33021
Product Line: TM 9000 SH Vinyl LMI HVHZ—54"x 84"
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
V Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(d).The product listed
herein complies with requirements of the Florida Building Code.
Supporting Technical Documentation:
1. Approval document:drawing number 08-01975, Revision B,prepared,signed and sealed by Luis Roberto
Lomas P.E.
2. Report No.:ATLSF 0222.01-13 signed and sealed by Stephen Waiter, P.E.
American Test Lab of South Florida, Ft. Lauderdale, FL
TAS 201-94 Large Missile Impact Test, Level D,Wind Zone 4
TAS 202-94 Uniform Static Air Pressure,±70.Opsf design pressure, 9.75psf water penetration.
TAS 203-94 Cyclic Pressure loading±70.Opsf design pressure
3. Units were tested without anchors at the sill.Anchor calculations, report number 512686-1, prepared,signed
and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
` a Maximum design pressure: +65.0/-70.Opsf
• Maximum unit size: 54"x 84"
O Units must be glazed per ASTM E 1300-04, refer to installation instructions for glass details.
• This product is rated to be used in the HVHZ.
• This product is impact resistant and does not require impact protection in wind borne debris regions.
• Frame material to be rigid PVC.
Installation:Units must be installed in accordance with approval document, 08-01975, Revision B.
Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company
r/ manufacturing or distributing the product(s)for which this report is being issued.Also, I don't have nor will acquire a
financial interest in any other entity involved in the approval process of the listed product(s).
N�JR L C�/����
CEN • q
*• 0 51 •#_
TATE OF
o.�.• •
Fs.�0R�o
rrnl��
1 of 1 Luis R. Lomas, P.E.
FL No.:62514
03/02/2015
L. Roberto Lomas P.E. 13-0129.27-COMP
233 W.Main St
\ ' Danville,VA 24541
434-688-0609
rllomas@lrlomaspe.com
June 8, 2015
Ref: N.O.A. 13-0129.27
Manufacturer: E.I. DuPont De Nemours & Co., Inc.
DuPont P&IP Chestnut Run Plaza, 712/161, P.O. Box 80712
Wilmington, DE 19880
e� Product: DuPont Butacite® PVB Interlayer
To Whom It May Concern:
n This is to certify that I have reviewed all documentation for the above mentioned N.O.A. After
my review and to the best of my knowledge, I found that the products in the N.O.A. listed above
comply with the requirements of the Florida Building Code 5`h Edition (2014).
Q Please note that I don't have nor will acquire a financial interest in any company manufacturing or
distributing the product(s)for which the reports are being issued.
Also, I don't have nor will acquire a financial interest in any other entity involved in the approval
process of the listed product(s).
Sincerely,
\� S R• �d �i
�;••�,��E N s�C`9d'
4- TAT OF • ��
%�'�••;c�ORIO '-
//tis '.• . . • G' \� .
Luis R. Lomas P.E.
FL No.: 62514
1 of I