HomeMy WebLinkAboutSUBMITTED PAPERSr'a.ANNING & DEVELOPMENT SER'vio S DEPARTMEN
' BUILDING & CODE REGULATIONS DIVISION
2300. Virginia Avenue
SCANNED
Fort Pierce, FL 34982
BY 772-462-1553
St. Lucie County
APPLICATION FOR STORM SHUTTER PERMIT
DATE: _ / �' J ' . ---- PERMET NUMBER: _� ] 00
1. LOCATION/SITE ADDRESS: 5712 Briargate Ln, Fort Pierce, FL 34981
2. PARCEL ID NUMBER: 2325-501-0014-000-3
SECT I TWP RNG MAP YNG I LU INIT
25; 1 1 35S:39E I 23/25N I RS-2
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY:
of 15 windows 1 doors
4. TYPE OF STRUCTURE: SFR
5. OWNER INFORMATION
Name: David McIntire
Address: 5712 Briargate Ln
City: Fort Pierce _ State: FL
f
Zip: 34981_ Phone: 772-242-1099
Type of Surface aIIi tachment: Wood Frame
ADDITION OTHER
6. CONTRACTOR INFORMATION
FL Reg/Cert#: CGC1515345
County Cert #:
Business Name: Storm Tight Windows, Inc.
Phone number: 561-922-6747
Concrete Masonry __ Other
Product
Type
I Maximum Opening Pressure per
A.S.C.E.-7
Product Compliance
Report #
Method of Attachment
As per Product Approval or Engineers
Anal sis
20 mph
130 mph
140 mph
140 Exp. C
FL
N.O.A.
Other
Anchor Type .
Anchor Spacing
Removable Panels
Accordion
Roll U
Colonials
Other
ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FKOM WIND BORNE DEBRIS.
**SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK
7. VALUE OF CONSTRUCTION: $ 34724.00 FEES D
OWN>;R's AFJ<IDAVIT: I certify that all of the information contained in s appli ation is c',rrect d that I'll' work will be done in
compliance with all applicable laws regulating construction and zoning-
AAA=L-1�
PRINT NAME OA OWNER OR CONT1tACTOR/QUALIFIER SIGNATUM OF OWNF-R OR CONTRACTOR/QUALIFIER
STATE OF FLORMA, OUNTY OF — -A L M 6 E A C O . I ��
ACKNOWLEDGED BEFORE ME THIS _ DAY OF BY, 1 V L " `�.� n r �"_{ HO IS PERSONALLY KNOWN TO
�DUI, _ AS IDENTIFICATION
5 �'nCt�VCI
SIG OF NOTARY OR PRINT NAME OF NOTARY SEAL
T T : N _ARY PUBLIC COMMISSION NUMBER _
SLCPDSD Revised 96l17l2010
.� ELIZABETH ]. ANCEVSKI
® MY COMMISSION H J(A s 4
E+�1RFS: N - tt:15
{ny 3Q
y ek. Go.
W �.NV•arl:JJlt4^,P:i.
'1.8W-3 NOTARI ciA°�a'�r
.: Oenin
Size "
. ' 12-0223.0T `'
1 Z x 50 ° .
(Fixed)
12 0223A8 - ; -
° 35 m50,"'
(Casement)'
.12 0223:17
z 5V107,
`(Frxedj
(Casement) ` ,
5: 12-0223.07
36 x 36, -
'(Fixed) '
6. =12-0223.07 ,
36'x 36
(Fixed)
.,
7.' 12 0223.08
36 x 36 ,
(Casement)
8. 12 0223.08
36 x 36 -
(Casement)'
9.-.FL10159_' :_
- `95 x79s �.
(Door)
10. 12-0223.09
73 x37'
(Honzontal Slider) -
11 ` 12-0223.08
36 x 37
`:(Casement) `
12; ,12-0223.07
25 x 25 .
(Fixed)
13 12 0223.08
36 x 37'' ',
" `(Casement)„
14. 12 0223:07
7 36 x 37.
(Fixed) -
15J112 0223.08
36 x 37
(Casement)
49 19_n�i,2q n7
gr Y e>r,
7 8
Kl
LAU 1l b -q
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9 10
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11
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12
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1
13
m
4 3 2 1
16 ATRam
14
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15
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snow
cc
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NOT TO SCALE
ATE:
Dec 02, 2013
40E DESCRIPTION:
Site Plan
4GE: OF1
1
r
Information
Owner: David McIntire
Address: 5712 Briargate Ln
Fort Pierce, FL 34981
Building Information
Wind Zone: 160 MPH.
Exposure Category: C
Minimum Building Dimension: 46 ft.
Mean Roof Height: 13 ft.
Risk Category: II
Design
Pressure Calculations
Opening
Number
Location
Zone
Device
Width (in)
Device -IFDevice
Height (in)
Elevation (ft)
Max Positive
Pressure (psf)
Max Negative
Pressure (psf)
1
! Int
17
50 7
33.5
-36.3
2
Int
35
50 7
33.1
-35.9
3
;Int
17
50 7
33.5
-36.3
4
End
36
50 7
33.0
-43.9
5
End
36
36 7
33.5
-44.8
6
Int
36
36 7
33.5
-36.3
7
Int
36
36 7
33.5
-36.3
8
!Int
36
36 7
33.5
-36.3
9
!Int
95
79 7
29.9
-32.7
10
-- - 'Int
- 73 -
37 7
_
32.1
--
-34.9
11
iInt
36
37 7
33.5
-36.3
12
End
25
25 7
33.5
-44.8
13
;Int
36
37 7
33.5
-36.3
14
'Int
36
37 7
33.5
-36.3
15
'Int
36
37 7
33.5
-36.3
16
;Int
25
25 7
33.5
-36.3
i
i
i
Prepared in accordance with: ASCE 7-10, Chapter 30. Wind Loads - Components and Cladding. Florida Building Code 2010 ed.
j Page 1 of 1
A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET
Definition of Comer Zone -10% of least horizontal dimension or 40% of the mean roof height, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft.
-OPENING-
LOCATION
NUMBER
-(Location)-
Corner Zone
or Interior
-IS-THIS-A-
WINDOW
OR DOOR
GLAZING
TYPE
-P-RODUCT
ACCEPTANCE_
NUMBER
PRODUCT APPROVAL
APPROVED PRESSURE RATING
REQUIRED OPENING
DESIGN PRESSURE
MAXIMU
M
TESTED
SIZE
OUGH-
-ROUGH-1-
OPENING
DIMENSIONS
MULTIPLE
WINDOW-
AR€
SHUTTERS__
REQ YIN
(+) PSF
(-) PSF
(+) PSF
(-) PSF
MULLION
REQ Y/N/NA
1
Int
window
III" La-iIG
12-0223.07
55
55
33.5
-36.3
60x60
17x50
Yes
No
2
Int
Window
7/8"LamilG
12-0223.08
55
55
33.1
-35.9
36x68
35x50
Yes
No
3
Int
Window
7/8"LamilG
12-0223.07
55
55
33.5
-36.3
60x6O
17x50
Yes
No
4
End
Window
7/8"LamiIG
12-0223.08
55
55
33.0
-43.9
36x68
36x50
No
No
5
End
Window
7/8"LamilG
12-0223.07
55
55
33.5
-44.8
60x6O
36x36
No
No
6
Int
Window
7/8"LamiIG
12-0223.07
55
55
33.5
-36.3
60x6O
3606
No
No
7
Int
Window
7/8"LamilG
12-0223.08
55
55
33.5
-36.3
36x68
36x36
No
No
8
Int
Window
7/8"LamiIG
12-0223.08
55
55
33.5
-36.3
36x68
36x36
No
No
9
Int
Door
78"LamiLG.
FL10159.1
50
50
29.9
-32.7
95x79.5
95x`79
No
No
10
Int
Window
7/8"LamilG
12-0223.09
55
55
32.1
-34.9
74x63
7307
No
No
11
Int
Window
7/8"LamilG
12-0223.08
55
55
33.5
-36.3
36x68
36x37
No
No
12
End
Window
7/8"Lam1IG
12-0223.07
55
55
33.5
-44.8
60x60
25x25
No
No
13
Int
window
7/8"LamiIG
12-0223.08
55
55
33.5
-36.3
36x68
36x37
No
No
14
Int
Window
7/1"LamilG
12-0223.07
55
55
33.5
-36.3
60x6O
36x37
No
No
15
Int
Window
7/8"Lam1IG
12-0223.08
55
55
33.5
-36.3
36x68
36x37
No
No
16
Int
Window
7/8"LamilG
12-0223.07
55
55
33.5
-36.3
60x6O
25x25
No
No
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA,)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.iniftinidiide.gov/pern
egency' Plus, Inc.
1024 Locust Gap Highway F i �((_z �1)
Mount Carmel, PA 117851
COPE:
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 115108" White PVC Fixed Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. RPLS0060, titled "Impact 5108 Series Fixed Window" sheets 1
through 5 of 5, dated 09/16108, with revision B dated 02/07/12, prepared by PTC, LLC, signed and sealed by
Robert J. Amoruso, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice
of AoMiance number and expiration date by the Miami -Dade County Product Control Section.
MISSi ILE 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 Therein.
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 withany section of this NOA shall be cause for termination and removal of NOA.
i
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 # 08-1021.04 and consists of this page 1 and evidence pages E-1 and E-2, as well
as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No.12-0223.07.
MIAMIOAUE CouNTY Expiration Date: January 28, 2014
Appro' . ( . val Date: April 19, 2012
�f 1 D�f2 Page I
A.
B.
C.
IU
V.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
DRAWINGS
1. Manufacturer's die drawings and sections.
2.' Drawing No. RPLS0060, titled "Impact 5108 Series. Fixed Window" sheets l .through
5 of 5, dated 09/16/08, with revision B dated 02/07/12, prepared by PTC, LLC, signed
and sealed by Robert J. Amoruso, P.E.
TESTS
1. 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 er 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 a series 5108 fixed
window, prepared by National Certified Testing Laboratories, Test Report No.
NCTL-110-11363-1, dated 05/15/08, signed and sealed by Harold E. Rupp, P.E.
(Submitted under previous NOA#08-102L 04)
CALCULATIONS
1. Anchor verification calculations and structural analysis prepared by PTC, LLC,
complying with FBC-2007, dated 09/15/08, signed and sealed by. Paul E. Winter, P.E.
(Submitted under previous NOA#08-1021.04)
2.' Glazing complies with ASTM E1300-04
QUALITY ASSURANCE
1. Miami -Dade Department of Permitting,. Environment, and Regulatory Affairs (PERA)
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. 07-1016.05, issued to Dominion Plastics, Inc., for their
White Rigid PVC Exterior Extrusions, approved on 11/15101, expiring on 10/24/12.
E-1
Manuel P zVir
.E.
Product ControlneNOA No.1.07
Expiration Date: January 28, 2014
Approval Date: April 19, 2012
Regency Plus, Inc.
i
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. :STATEMENTS
1. tatement etter of conformance, complying with FBC-2Pobert
of nd no financial
interest, dated February 07, 2012, signed and sea e . y J..Amoruso, P.E.
2. Laboratory code compliance statement, issued by National Certified Testing
Laboratories for Test Report No. NCTL-110-11363-1, dated 05115108, signed and
sealed by Harold E. Rupp, P.E.
(Submitted under previous NOA##08-1021.04)
G. J OTHER
1. Notice of Acceptance No. 08-1021.04, issued to Regency Plus, Inc. for their Series
5108 PVC Fixed Window — L.M.I., approved on 01/28/09 and expiring on 01/28/14.
Manuel ere.,
Product Control Exa finer
NOA No.12-02
Expiration Date: January 28, 2014
Approval Date: April 19, 2012
E-1
GENERAL NOTES:
1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED
®PTO COMPLY WITH THE 2007 AND 2010 FLORIDA BUILDING
CODE (FBC) INCLUDING THE HIGH VELOCITY HURRICANE
ZONE (HVHZ) AT THE DESIGN PRESSURES STATED HEREI
2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED
UPON SIGNED AND SEALED TEST REPORT #
NCTL-110-11363-1 DATED 05/15/08 AND ASSOCIATED
LABORATORY STAMPED DRAWINGS AND WERE TESTED IN
'ACCORDANCE WITH CURRENT DADE COUNTY
3. THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE
®TO THE STANDARDS LISTED IN THE 2007 AND 2010
FLORIDA BUILDING CODE (FBC) AND IS IN COMPLIANCE
WITH SAID STANDARDS, INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ) REQUIREMENTS.
t.. l=UACY OF THE EXISTING STRUCTURAL CONCRETE
MASONRY AND 2X FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND
TRANSFERRING APPLIED PRODUCT LOADS TO THE
STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD.
5. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
13ESPONSIB ILITY OF THE ENGINEER OR ARCHITECT OF
RECORD.
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECTACTUAL CONDITIONS
FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS
DETAILED HEREIN, THEN THE BUILDING OFFICIAL MAY
ELECT ONE OF THE FOLLOWING OPTIONS:
A. OUTSIDE HVHZ• REQUIRE THAT A LICENSED
ENGINEER OR ARCHITECT PREPARE AND SUBMIT
SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT.
B. INSIDE HVHZ: REQUIRE THAT ONE-TIME SITE
SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED
FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL
DIVISION.
DESIGN PRESSURE RATING (PSF) IMPACT RATING
355.0 PSF LARGE MISSILE
IMPACT
REGENCY PLUS, INC.
IMPACT 510S SERIES FLED WINDOW
INSTALLATIONANCHORAGEDETAILS
INSTALLATION NOTES:
THIS PRODUCT DOES NOT REQUIRE THE USE OF A DAD 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH
COUNTY APPROVED IMPACT SYSTEM. ANCHOR LOCATION SHOWN.
8. WINDOW FRAME MATERIAL: WHITE RIGID PVC AQ
(NOA # 07-1016.05)
9. GLASS MEETS THE REQUIREMENTS OF ASTM E1300.0481.
SEE SHEET 3 FOR GLAZING DETAIL. DA
10. DESIGNATION "0" STANDS FOR THE FOLLOWING:
O: FIXED PANEL
11. A V3 INCREASE IN ALLOWABLE STRESS FOR WIND LOAC
WAS NOT USED IN THE DESIGN OF THE PRODUCT(S)
SHOWN HEREIN. WIND LOAD DURATION FACTOR (Cd -1.
HAS BEEN USED FOR WOOD ANCHOR DESIGN.
12- EACH WINDOW ASSEMBLY SHALL BE LABELED WITH A
PERMANENT LABEL AND/OR STAMP WITH THE EXTRUDEF
CODE AND "MDCA".
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS
THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR
PRODUCT INSTALLATION. _
SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR
WITH LOAD BEARING SHIM(S), MAXIMUM ALLOWABLE
SHIM SIZE IS 114INCH. SHIM WHERE SPACE OF 1/16INCH
OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED
OF HIGH DENSITY PLASTIC OR BETTER.
8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
MUST BE MADE OF CORROSION RESISTANT MATERIAL OR
HAVE A CORROSION RESISTANT COATING.
9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO
NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
JOINTS. EDGE DISTANCE IS MEASURED FROM FREE
EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE
SHELL OF BLOCK.
10. INSTALLATION ANCHORS SHALL BE INSTALLED IN
ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT
4. FOR INSTALLATION INTO WOOD FRAMING, USE Al2 WOOD BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN
SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 112 INCH THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR
MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 3/4 MANUFACTURER.
5. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE /
MASONRY, OR DIRECTLY INTO CONCRETE / MASONRY,
USE 3116 INCH ITW TAPCONS OF SUFFICIENT LENGTH TO
ACHIEVE 1 1141NCH MINIMUM EMBEDMENT. MINIMUM
--EDGE DISTANCE IS 2112 INCHES.
6. INSTALLATION ANCHORS ARE TO BE LOCATED THROUGH
PERIMETER OF NAILING FIN WHEN APPLICABLE.
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE
WALL FINISHES, INCLUDING BUT NOT LIMITED TO
STUCCO, FOAM, BRICK VENEER AND SIDING.
11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH
THE FOLLOWING PROPERTIES:
A. WOOD - SOUTHERN YELLOW PINE . MINIMUM
SPECIFIC GRAVITY OF 0.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF
3192 psi.
® C.MASONRY - STRENGTH CONFORMANCE TO ASTM
C-90.
QA TABLE OF CONTENTS
SHEET
REV,
SHEET DESCRIPTION
1
13
GENERAL NOTES, INSTALLATION NOTES & D.P. CHART
--2---_B--ELEVATIONAND
ANCHOR LAYOUTS------------- -----------
' .3
HORIZONTAL & VERTICAL SECTIONS & GLAZING DETAIL - OPT. INSTALLATION
4
B
HORIZONTAL & VERTICAL SECTIONS - PARTING STOP INSTALLATION
5
B
COMPONENTS, BILL OF MATERIALS & CORNER SECTION
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Robert J. Amoroso, P.E.
Flodde P.E. No. 49762
' b I
' PTC Producl DesIp Croup, LLC
PO Box 521775.,
Longwood, FL 32752.0775
32i.,,,90:1788 inla@plomrpsom
FBPE Cedld.. of Aullgrizn0an
No. 45835
PRODUCT RBVISED
as comptying with BtePlo7lda
Dullding Codo �n _,".,n..
Aa
A
3
ELEVATION
EXTERIOR VIEW
MAX. UNIT WIDTH 60"
D.L.O WIDTH 541/2"
6" MAX. FROM CORNERS (TYP)
8" MAX. O.C. SPACING (TYP)
6" MAX. FROM
CORNERS (TYP)
8" MAX. O.C. SPACING (TYP)
INSTALLATION
ANCHOR (TYP.) MAX. UNIT
10" MAX. O.C. D.LO. HEIGHT
PARTING STOP SPACING (TYP) HEIGHT 60
ANCHOR (TYP.) —� 541/2"
41/4" MAX. FROM
CORNER (TYP)
4 1/4" MAX. FROM I I I 10" MAX. O.C.
CORNER (TYP) SPACING (TYP)
—_ —
ANCHOR -LAYOUT -PARTING STOP INSTALLATION
EXTERIOR VIEW
i
I
ANCHOR (TYP.) 11
l.
j
UNIT WIDTH 60"
WIDTH 541/2"
6" MAX. FROM CORNERS ((TYP)
MAX O.C. SPACING (TYP)
6" MAX. FROM
�1 1 CORNERS (TYP) r-8" MAX. O.C. SPACING (TYP)
MAL INSTALLATION
EXTERIOR VIEW
MAX. UNIT
HEIGHT
D.L.O. 60"
HEIGHT
54 1 /2" I l
N
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OoS o �
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4' ; n a Z
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V' OO oO
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�w 1
Robertl Am mso,P.E
Fladda P.E. No. 48762
P7L� Product oealgM1Omop, LLO
PO Ba>t 670776
Longwood, FL 32782-0775
321.690.1768 • Wa�ptomrp;com
FSPE C8r98cate o1¢ethdrimUon
Ne.'2hg35
PRODUCT. REVISED - - -
0s complying with dto Plolida
AA 7/8" MIN. EDGE DISTANCE
2X WOOD FRAME
#12 WOOD SCREW
BY OTHERS
INSTALLATION ANCHOR
®SHEATHING
BY OTHERS
j
EXTERIOR FINISH
1 1/2"" MIN.
BY OTHERS
EMBEDMENT
1
PERIMETER CAULK
BY OTHERS
1/4° MAX SHIM
2 INTERIOR
5
3
6
4
EXTERIOR
SEE GLAZING DETAIL 1
ON THIS SHEET
VERTICAL SECTION
OPT[ONAL INSTA"ATI.N
WOOD FRAME SUBSTRATE i
MAX. O.A.
FRAME
EXTERIOR
5
PERIMETER CAULK
BY OTHERS
EXTERIOR FINISH
BY OTHERS
1X WOOD BUCK
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AIR SPACE, 1/8" INTERIOR TEMPERED GLASS
�-� GLAZING DETAIL I
INTERIOR
r 1/4" MAX SHIM
1 1/4" MIN.
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3/16r' ITW TAPCON —
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MAX. CA. FRAME WIDTH—
C HORIZONTAL SECTION
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EXTERIOR FINISH BY OTHERS ISOLATION MATERIAL BETWEEN WOOD
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Robert J. Amorvso. P.E.
Florida RE No.49762
PTC Product Design Group; LC
••PO Bo%52A775
Longwopy FL 32752-0775
32
1
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FSPE CeNlkatworAuthommilon
No.25995
PRODUCT REVISED
as complylrtgwlth the Flalda
7/8" MIN. EDGE DISTANCE
2X WOOD FRAME
BY OTHERS 1X-WOOD
SHEATHING
BY OTHERS
EXTERIOR FINISH
BY OTHERS
7
8 8
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BY OTHERS 1
2
5 3
4 INTERIOR
6
EXTERIOR SEE GLAZING DETAIL 1
ON SHEET 3
�>n� VERTICAL SECTION
r
BUCK
BY OTHERS
1 1/2" MIN.
#12 WOOD SCREW
INSTALLATION ANCHOR
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PARTBVG STOP INSTALLATION
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MAX. O.A.
jFRAME
HEIGHT
6
4
EXTERIOR 5 3 INTERIOR
PERIMETER CAULK 2 1X WOOD BUCK
BY OTHERS 7 1 BY OTHERS
EXTERIOR FINISH 7
BY OTHERS �1/4" MAX SHIM
8 F 8
ISOLATION MATERIAL 1 1/4" MIN.
BETWEEN WOOD BUCK & EMBEDMENT
CONCRETE / MASONRY CRETE/ MASONRY BY OTHERS
BY OTHERS
3116" ITW TAPCON
2 5/8" MIN. EDGE DISTANCE INSTALLATION ANCHOR
VERTICAL SECTION
'-' PARTING STOP INSTALLATION
CONCRETE SUBSTRATE
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1/4"MAX SHIM
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INSTALLATION ANCHOR
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RTC Product Daplpn Gnwp, LLC
PO Box 620776
'
6 5 1X WOOD BUCK
l-V ood, FL 32752-OTM
321aeo-178e•waaptc�
PERIMETER CAULK BY OTHERS 8 BY OTHERS
FSPE Da Niato.Z.ot�Autitod.9on
EXTERIOR FINISH BY OTHERS ISOLATION MATERIAL BETWEEN WOOD
BUCK & CONCRETE/ MASONRY BY
PRODUCT REVISED
OTHERS
as complying with ft Florida
— _ —MAX. OA. FRAME WIDTH
Building Cade
H HORIZONTAL SECTION
Exp'ralion Dalb
By
PARTING STOP INSTALLATION
Mi ' Deda Roduct
CONCRETE/MASONRY SUBSTRATE
i
• i
i
I
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0.070" TYPICAL WALL THICKNESS
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DESCRIPTION
MATERIAL
MANUFACTURER
Q 1
IV-1060
MAIN FRAME
WHITE RIGID PVC
DOMINION PLASTICS
q 2
IV-1070
FRAME COVER
WHITE RIGID PVC
DOMINION PLASTICS
A 3
IV-1079
POCKET INSERT
WHITE RIGID PVC
DOMINION PLASTICS
A 4
IV-1103
GLASS STOP
WHITE RIGID PVC
DOMINION PLASTICS
5
IV-1070
SIKA FLEX 552 SILICONE BACK BEDDING
SILICONE
SIKA
A 6
---
7/8" O.A. INSULATING GLASS CONSISTING OF:
1/8" INTERIOR TEMPERED GLASS, AIR SPACE,
1/8" ANNEALED GLASS, 0.090" INTERLAYER
BY DUPONT, 1/8" ANNEALED GLASS
GLASS
A 7
—
1 1/2" X 3N' PARTING STOP
WOOD
0 8
—
#6 X 1 518" SCREW
STEEL
Uvvl�t O G V 1 l V Im
Rohad J. Amoroso, Pa
Flodde P.E. No. 49762
P7C Product Design Group, LLC
Po earszo7.zs
,Longwood, FL 32769-0776
321 690.1789 1nro(%pta0orp wm
FBPE CeNllpate of AutheM aaon
No. 26935
PRODUCT' REVISED
- complying with the Floddd
Ouildulg Coda -„--
I
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NFRC .Product Certification Ruth' rizati.on
•Report
.
L :w
i Manufacttireii Regency P,lu%,inc..
Product•Serfes: (522Awn[n ..
Simulation Lab: SNCT
Initial Cert. Date:
11/19/2003
eet: 1024 Locust Gap Highway
Product Type:. .PRAIN ;=
Sim. Report': NCTL-1 �0-134027-01
Re-Ceriifieation
Date:
08/09/2011
City/State/Zip: Mt. Carmel, PA •17851
Air Leakage:
0.10000- Sim. Report Date: 06/16/2011
Revised Date:
Pfirst Date:, 09/12/2011
Test -.Date.
07/07/2011
Expiration Date:
07/07/2015
-: ..
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0.442
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4
MIAMI•DiADE
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE NOA
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.inlaiiiitinde.gov/pers
Regency Plus, Inc. A4fVC,
1024 Locust Gap Highway ��SENC-W
Mount Carmel, PA 17851
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials.1he 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 115205" Outswing White PVC. -Casement Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. RPLS0061, titled "Series `5205' Vinyl Impact Casement
Window LMI", sheets 1 through 5 of 5; dated 10/14/08, with revision E dated 02/07/12, prepared by PTC,
LLC, signed and sealed by Robert J. Amoruso, 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 ontrol Sectio
lYWSILE 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 # 08-1118.10 and consists of this page 1 and evidence pages E-1 and E-2, as well
as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
"'7 f414171
NOA No.12-0223.08
Expiration. Date: May 06, 2014
Approval Date: April 19, 2012
Page 1 .
Regency Plus, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. .DRAWINGS
1. Manufacturer's die drawings and sections.
,2. Drawing No RPLS0061, titled "Series `5205' Vinyl Impact Casement -Window —
LMI", sheets 1 through 5 of 5, dated 10/14/08 with revision E dated 02/07/12,
prepared by PTC, LLC, signed and sealed by Robert J. Amoruso, P. E.
B. ITESTS
I.. Test report 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 est, 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 series 5205 vinyl casement
window, prepared by National Certified Testing Laboratories, Test Report No.
NCTL-110-11618-1, dated 10/02/08, addendum letters I and,II, dated 10/02/08 and
01/20/09 respectively, all signed and sealed byHarold E. Rupp, P. E.
(Submitted under previous NOA#08-111810)
C. 'CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2007,
prepared by PTC, LLC, dated 11/12/08 and 03/12/09, signed and sealed by Paul E.
Winter, P. E.
(Submitted under previous NOA#08-111'810)
2. Glazing complies with ASTM E1300-04
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. 07-1016.05, issued to Dominion Plastics, Inc., for their
White Rigid PVC Exterior Extrusions, approved on 11/15/07, expiring on 10/24/12.
Manuel Per
Product Control Ex er
NOA No. 12-0223.08
Expiration Date: May 06, 2014
Approval Date: April 19,.2012
E-1
i
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1 Statement letter of conformance, complying with FBC-2010 d of no financial .
interest, dated February 07, 2012, signed an sea e y o ert J. Amoruso, Pit.
2. Laboratory compliance letter in the Test Report No. NCTL-110-11618-1, issued by
National Certified Testing Laboratories, dated 10/02/08, signed and sealed by Harold
E. Rupp, P.E.
(Submitted under previous NOA#08-1118.10)
G. OTHER - -
1. Notice of Acceptance No. 08-1118.10, issued to Regency Plus, Inc. for their Series
f 5205 Vinyl" Outswing White PVC Casement Window - L.M.I., approved on 01/28/09
and expiring on 01/28/14..
I
I .
I
I
I
fig
Manue Per , E.
Product Control Ex er
NOA No.12-0223.08
Expiration Date: May 06, 2014
Approval Date: -April 19, 2012
E - 2
REGENCY PLUS, INC.
SERIES '5205" VINYL IMPACT CASEMENT WINDOW - LMI
'GENERAL NOTES:
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH
VELOCITY HURRICANE ZONE (HVHZ) OF THE 2007 AND 2010
FLORIDA BUILDING CODE (FBC) AT THE DESIGN PRESSURE(S)
STATED HEREIN. AA A �
2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON
SIGNED AND SEALED TEST REPORT 0 NCTL-110-11618-1,
DATED 10/02108, ADDENDUM DATED 11/05/09 AND ADDENDUM
II DATED 01/20109 AND ASSOCIATED LABORATORY STAMPED
DRAWINGS.
3. ADEQUACY OF THE EXISTING STRUCTURAL, CONCRETE /
MASONRY AND 2X FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND Q
TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD AND TO BE REVIEWED BY AHJ,
4. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD AND TO BE REVIEWED BY AHJ.AA
5. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A
SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO
DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, THEN
THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING
OPTIONS:
A. OUTSIDE HVHZ: REQUIRE THAT A LICENCED
ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE
SPECIFIC DOCUMENTS FO%LSE WITH THIS DOCUMENT
TO BE. REVIEWED BY AHJ. A
B. INSIDE HVHZ: REQUIRE THAT A ONE TIME SITE
SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED
FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL
DIVISION.'
INSTALLATIONANCSORAGEDETAILS
6. IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION
INSTALLATION NOTES:
REQUIREMENTS EXIST, USE OF AN IMPACT q&
-
PROTECTIVE SYSTEM IS NOT REQUIRED.
NSTALLATION ANCHOR IS REQUIRED AT EACH
�ANCHOR
LOCATION SHOWN7.
WINDOW;FRAME MATERVIL:,WHITEPVCO
(DOMINION PLASTICS, INC. N.OA 07-1016.06)
' 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS
THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR
S. GLASS MEETS THE REQUIREMENTS OF ASTM
PRODUCT INSTALLATION.
E1300-04e1.
AS REQUIRED AT EACH INSTALLATION ANCHOR9.
DESIGNATION'X' STANDS FOR THE FOLLOWING:TH
C3.IM
LOAD BEARING SHIM(S). MAXIMUM ALLOWABLEX:
OPERABLE PANEL
IM SIZE 13 1/q INCH. SHIM WHERE SPACE OF 1N8 INCH
GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED10.
A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND
HIGH DENSITY PLASTIC OR BETTER.
LOADS WAS NOT USED IN THE DESIGN OF THE
PRODUCT SHOWN HEREIN. WIND LOAD DURATION
4. FOR INSTALLATION INTO WOOD FRAMING, USE 012 WOOD
FACTOR (Cd = 1.6) HAS BEEN USED FOR WOOD
SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 V2 INCH
ANCHOR'DESIGN.
MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 7/8
INC --
®5. FOR INSTgLLATION THROUGH iX BUCK TO CONCRETE /
MASONRY„OR DIRECTLY INTO CONCRETE / MASONRY,
USE 1141NCH ITW TAPCONS OF SUFFICIENT LENGTH TO
ACHIEVE 1 1. INCH MINIMUM EMBEDMENT. MINIMUM
EDGE DISTANCE IS 2-1/2 INCHES. MINIMUM CENTER TO .
ENTER DISTANCE IS 3INCHES.
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE
WALL FINISHES, INCLUDING BUT NOT UMITED TO
STUCCO, FOAM, BRICK VENEER AND SIDING.
TABLE OF CONTENTS
SHEET
REV.
SHEET DESCRIPTION
i
E
GENERAL AND INSTALLATION NOTES
2--
-E-
ELEVATIONS- - -
3
E
VERTICALSECTIONS
—4`
—E—
-HORIZONTAUSECTIONSB,:GLAZINCi
5
E
COMPONENTS, BILL OF(l1A..,Rf)aS8E0RNEf'D7'Atk
i ,.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
MUST BE MADE OF CORROSION RESISTANT MATERIAL OR
HAVE A CORROSION RESISTANT COATING.
8. FOR CONCRETE BLOCK, DO NOT INSTALL INSTALLATION
ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF
MORTAR JOINT INTO FACE SHELL OF BLOCK
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN
ACCORDANCE WITH ANCHOR MANUFACTURER'S . .
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
THAN THE MINIMUM STRENGTH SPECIFIED BY THE
ANCHOR MANUFACTURER. -
10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH :._.
A THE FOLLOWING PROPERTIES:
A. WOOD - PRESSURE TREATED (PT) SOUTHERN
® YELLOW PINE. MINIMUM SPECIFIC GRAVITY OF O.M.-
LUMBER MUST COMPLY WITH FBC SECTIONS :
2411.3.3.3 AND 2326.2 AS TO WOOD PROTECTION-':
®B, CONCRETE
-MINIMUM COMPRESSIVE STRENGTH;QF.?
3192 psi AND COMPLIES WITH ACI 301.
&C. MASONRY - STRENGTH CONFORMANCE TO ASTNk
0-90.
55.0
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Robert J. Amoroso. P.E.
Florida P.E. N. 49752.
- P.TC Pmducl Design Group, LLC
PO Bm1520775 .
Loon�ggw' uod,lL3NT5ti0778
321.890.1788 InloQptcam com
Cer FBPE 1106a1e oFAuOiorizu5on
N. 25935
6E
68.00"
MAY
UNIT
HEIGHT
ELEVATION
EXTERIOR VIEW
4" FROM WINDOW
®
FRAME CORNERS —
HEAD & SILL ANCHORS
4" FROM WINDOW
FRAME CORNERS
JAMB ANCHORS
8.57" O.C. TYP.:•.
JAMB At"
HORS
70" MAX.
68'
® UNIT
MAX.
HEIGHT WI
WINDOW
PARTING
HIEGHT®
STOP
EINFORCEMENT®
9.5" O.C. TYP.
®HEAD & SILL
ANCHORS
36" MAX. WINDOW _ I
WIDTH® '1
38" MAX. UNIT
WIDTH W/
PARTING STOP
ANCHOR LAYOUT
EXTERIOR VIEW
10" O.C. TYP.
HEAD & SILL
PARTING STOP
ANCHORS
3.75" TYP. FROM PARTING
STOP CORNERS HEAD & SILL
PARTING STOP ANCHQR
4 3/4" FROM PARTING
STOP CORNERS
PARTING STOP
ANCHORS
7 5/16" O.C. TYP.
PARTING STOP
ANCHORS
WOOD SCREW
INSTALLATION
ANCHORS (TYP)
TAPCON
INSTALLATION
ANCHORS (TYP)
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Rooert J. Amoroso. P.E.
Florida RE N. 49752
'kd I!roduot Dexipn Group; LLC
PO Ba" 520,775 '
Ltxtgwo. FL•. 52.0775
321.690.7769+Wa�P trwrysorrr
FBPE CertNcn(d'oYdotMrhetion
No.25935
*WOOD PROTECTION (SEE NOTE
AA A 10A, SHT. 1) BY OTHERS
A ONE BY PT WOOD BUCK
BY OTHERS(SEE NOTE 3, SHT. 1)
CONCRETE OR. MASONRY
BY OTHERS (SEE NOTE 4,
ASHT.1)
EXTERIOR FINISH °
BY OTHERS
7ER CAULK
BY OTHERS
WOOD BUCK ANCHORING
�BY OTHERSAA
1 1/8" MINA
EMBEDMENT A
#8 WOOD SCREW 17
INSTALLATION ANCHOR 20
Q'° ®3/8" MIN.
F EDGE DIST
MAX.
14
EXTERIOR
WINDOW
14 SECTION B
HEIGHT
68AA
Q13
12
'2
n EXTERIOR f—Ir, F
1/4" MAX.
rSHIM SPACE
17 #8 WOOD SCREW
INSTALLATION ANCHOR
WOOD FRAMING BY OTHERS-\
(SEE NOTE 4, SHT. 1)
SHEATHING
BY OTHERS
EXTERIOR FINISH
BY OTHERS
1/4" MAX. J
PERIMETER CAULK
SHIM SPACE
18
BY OTHERS
1/4" ITW TAPCON INSTALLATION ANCHOR
C
(1-1/4" MIN. EMBED., 2-1/2" MIN. ®)
clC2
4
2
7 .
�;
AAL`
6
I
L 5
INTERIOR
C
3 MAX.
WINDOW
HEIGHT
F7 / ` 68A
�C
AAA.
/4" fIW TAPCON IN LAST LATION ANACHO1/4" MAX.
1-1/4" MIN. EMBED., 2-1/2" MIN. E.D.)l rSHIM SPACE
WOOD BUCK ANCHORING
BY OTHERSAA
ONE BY PT WOOD BUCK
N
m
o
o
m
re
$
a
e
BY OTHERS
N
o
o
(SEE NOTE 3, SHT. 1)A
N
1 1/8" MIN.
EMBEDMENT
20
3/8" MIN.
(—EDGE DIST.
IL
WE
°
u
ag
a
1 1/4" MAX. J
❑ 2 E
o
a
m
#12 WOOD SCREW
o
a
o
INSTALLATION ANCHOR
0
s a
m
(1-1/2" MIN. EMBED.,
z
a
,0� ❑� 7/8" MIN. E.D.) ®..
L�
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z
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vIwaU
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EXTERIOR SECTION D INTERIOR P 3 N � !
EXTERIOR
U'#8 WOOD SCREW
PERIM ER CAULK
INSTALLATION ANCHOR 3/8" MIN. BY OTHERS 20
°
4 EDGE DIST. A
CONCRETE OR MASONRY
ONE ;BY PT WOOD BUCK
BY OTHERS n. a ° SHEATHING
AWE NOTE 4, SHT. 1) ^ , a ° �° `' 20 BY OTHERS
°.` ° °••
° •d' "• . • ° °
_
BY OTHERS® WOOD FRAMING BY OTHERS
_ *WOOD PROTECTION (SEE NOTE (SEE NOTE 4, SHT. 1)
(SEE NOTE 3, SHT. 1) 10A, SHT. 1) BY OTHERS 1. 1/8" MIN.
1 1/8" MIN. m- -
AA EMBEDMENT WOOD BUCK ANCHORING AAEMBEDMENT
SECTION A BY OTHERSA
5
4
6
INTERIOR14
o
>
o
04
w
cc
w
rn
g t
Robert J. Amoroso, P.E.
10
Flodds P.E No.49752
8
#12 WOOD SCREW
U
INSTALLATION ANCHOR
21
(1-1/2" MIN. EMBED.,
" MIN. E.D.)
3 8 MIN. EDGE DIST.
P70roducl 0a091 Gmup. u.0
r.
• PO Boa 5M775
L6nglk-d, FL 32762•n7.75
20
321-6g5.178NWopptc-ba'p•oom
ONE BY PT WOOD
FBPECed4ealepfAu9mrizotl0n
°r
BUCK BY OTHERS ®
No. 25935
(SEE NOTE 3, SHT. 1)
#8 WOOD SCREW 17
PRODUCT REVISED
��mP1Yi"gwiththWPlodda
-INSTALLATION ANCHOR
ouilding Codo
AczepteuaeN0 -
WOOD BUCK ANCHORING
Expirolion Data
SECTION C
BY OTHERS®
Ry�.
® 3/8" MIN.
EDGE DIST.
INTERIOR 1/4" MAX. SHIM SPA
•r O 7 I v t D I cLr I 1 1/2* MIN. EMBEDMENT
1 1/2" MIN.
XGE DISTANCE
3 22 5 �4
7/8" MINA `�tt
EDGE DISTANCE
WOOD SCREW INS 21
INSTALLATION ANCHOR
C3 OD B
a 1 1/8" MIN. ANCHORING
EMBEDMENT BY OTHERSDA
A
EXTERIOR #8 WOOD SCREW 17
14 13 2 15 20 INSTALLATION ANCHOR
PERIMETER CAULK SHEATHING
BY OTHERS BY OTHERS
ONE BY PT WOOD BUCK
®'(MIN. 3/4") BY OTHERS WOOD FRAMING
(SEE NOTE 3, SHT. 1) BY OTHERS (SEE
SECTION E NOTE 4, SHT. 1)
EXTERIOR FINISH BY OTHERS
7/8" O.A. GLASS CONSISTING OF:
EXTERIOR LAMINATED GLASS W/ THE FOLLOWING MAKE UP:
1/8" DSB ANNEALED GLASS/ 0.090" DUPONT "BUTACITE" INTERLAYER/
1/8" DSB ANNEALED GLASS W/ A 1/2" AIR SPACE USING
14 A DESICCANT MATRIX STEEL SPACER SYSTEM & AN INTERIOR
1/8" TEMPERED DSB GLASS
1/2"t MIN.®
AZING BITE
®3/8" MIN.
EDGE DIST.
1/4" MIN. EMBEDMENT
1/4"1
MAX.
CONCRETE OR MASONRY
SHHIMIM SPACE
BY OTHERS (SEE NOTE 4,
I
INTERIOR
.A SHT. 1)
*WOOD PROTECTION
7 10 16 1
20
^: (SEE NOTE 10�A, SHT. 1)
BY OTHERS
1/4" ITW TAPCON 18
INSTALLATION ANCHOR
_ 1' MINA
.a ' EDGE DISTANCE
° WOOD BUCK
ANCHORING
BY OTHERS
2 1/2' MIN.
A. EDGE DISTANCE
a
G '1 1/8" MIN.
•;EMBEDMENT
EXTERIOR
15 20
*WOOD PROTECTION
(SEE NOTE 10®A, SHT. 1)
PERIMETER CAULK
BY OTHERS
BY OTHERS
—WINDOW WIDTH
ONE BY PT WOOD BUCK BY OTHERS
(MIN. 3/4") (SEE NOTE 3, SHT. 1) &
SECTION F
#8 WOOD SCREW 17
INSTALLATION ANCHOR
EXTERIOR FINISH BY OTHERS
NI al el o lal
J ^ 0
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z_
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Robert J. Anw w. P.E.
Flodde P.E. No. 69752
1V
RTC pmdud Dealgt, G—p, LLC
PO S-520775
Longwood. FL 3270-0776
321-00.1768 In(o&lacwpizm
FBPE CorWmtao(�AuUwtzaUon
No.25935
RODUCT REVISLD
s complying with 1W Florida
iulld1bg Codo
coplauoo No 12•49293. DA
2 SASH FRAME 3 GLAZING BEAD 4 SCREEN FRAME 15 055 REIINPFORCEMENT 20 'PAARTIIN STOP
O 0190E�fYPE WALL THICKNESS O 0.090" TYP. WALL THICKNESS O 0.070" T(P. O 0.045" TYP,
WALL THICKNESS WALL THICKNESS A WALL THICKNESS WALL THICKNESS
3.250 —2 459 0.552
0.725° 1 /2'
1.383 � � I
2.527 2.424 c ❑ 0.940" T
0.35 4 1 1/2"
k-0.445
WELDED MITERED �\
CORNER CONSTRUCTION ® I \
10" O.C.
(TYP,)
U17A
NOTE: DETAIL 1 1X PT WG�La LALJ%a F.
PARTING STOP EXTERIOR PERIMETER Q BY OTHERS
TO BE SEALED TO 1X PT WOOD BUCK
WITH SIKA 551 SILICONE A
I
(
BILL OF MATERIALS
REM i
PART 0
OTY
DESCRIPTION
SUPPLIER
MATERIAL
1
10113 WHITE
♦
MAIN FRAME
DOMINION PLASTICS
WHITE PVC
2
1054 WHITE
4
.SASH FRAUE
DOMINION PLASTICS
WHITE PVC
3
1103 WHITE
4
GLAZING BEAD
DOMINION PLASICS
WHITE PVO
4
WB172-NW
4
SCREW FRAME
SHAPED UNLIMITED
RIGID VINYL
5
FG1BX1a.011
1
FIBERGLASS SCREEN
WWOVER WERE
_
FIBERGLASS MESH
6
IX-FlX-01BS7RK
1
SCREEN SPLINE
IMPERIAL PLASTICS
I HOLLOW VBM
7
,250' X .260'
4
SCREW CORNER KEYS
SUMMIT METAL
---
5
50.01.7"Ol1
1
OPERATOR HARDWARE ASSEMBLY
TRUTH
9
24-04-72-002
1
RIGHT LOCK ASSEMBLY
TRUTH
10
8702-04a
B
SCREEN CUP
ASHLAND
RIGID NNYL
11
1' % 1 2' K 11r
FOAM WEEP FILTER
WHREMAN TOVER
FOAM
12
2NB-OK-.125-028-020
4
GUZWO PADS
FRAME LOVE
—_--
13
SBA FLEK 552
-
IMPACT GLAZING SEALANT
SIKA CORP.
SILICONE
14
-----
1
IMPACT INSULATED LAMMTED CUSS
A.F.O.
CLASS
15
--
4
VENT REINFORCEMENT A1SI 1015
HOT DIPPED GALVANIZED G40
----
GALVANIZED STEM
A
11
21642.92
10
SNUBBER INTERLOCK
TRUTH
METAL
17
----
/a x 1 5/5' WOW INSTALLATION SCREW
1a
---
1/4' TAPCON INSTALLATION ANCHOR
RW NOA 07-0316.03
STEEL
18
32354.92
1
11.5 TRACK OPERATOR
TRUTH
20
--
B
PARTING STOP (WOOD 1/2' x 1 1/2)
(SEE NOTE 10A, SHT. 1)
PT PINE WOOD ®
O - 0,W MXA
21
J12 WOOD INSTALLATION SCREW
STEEL
m
-�a a N LL
o i O
CU0wmo0
z W U
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Robarl J, Amomso, P.E.
Florida P.E. No. 49752
,Pro Pmdud Desipe Gromp, LLG
,
PO Box 52G77G Congwogd, FL 02752.0776
321.990-17B5' Wo®plo-oory,iom
FBPE Cafliflcate a(AuNbNzaGon
No. 25B36
PRODUCTREVISED
as complying with ft Flodda
0014 00001 LoE"366 laminate VVIVV 2 �0022(2) i
..-
``mm+ 090"FVB+3:Tmm)/ARG/3mm r'
Clear
0001.5-00001 ConYLoE'366:.Iamir ateVVNU "` 2 .. =Oi022 2 I
I
(3 1'mm+ 090"RVBt3 Cmrp)/ARG/
3rnm
a
s
�
;;
rt ➢
p T
ird(i Mich Lab SNCT
Intit al Cert,:Date 1,1/19/2003
dim �Eep®e a :NCTL 110 14029-,
Re Cefto acaltrcaa ®site 08(09/2011 "
)'Sim Report bats 06/)6/2011
I:evised Hate
�.
7esi i3,ate 0VM/2011 .- , _
',E pieation.Date .: 071..03/2015
39. Q SS D Fill 1 RG/AIR.(,90/1t0
117,7
42 55 D.. Fill1.;ARG/AIR<'(90l1C
42 -'a SS p Eill 1: ARG/AIR (90/1C
N
CL
0 27
0:18
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0.27
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.0..36
N
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0.24
0.16
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49
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015
0 ;32
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.0.40
G
0.75 C,L
0.27
QI T
'0 3fi
69,
Page 1
florida Building Code Online
Page 1 of 2
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1i�1l�!!T1lt Rf!11tflIlll�PA
Product Approval Menu > Product or Application
Search > lication List > ication Detail
I !�
Si
FL #
59-R2
N"FG*
Application Type
on
CApproved
Code Version
Application Status
pproved by DCA. Approvals by DCA shall
be reviewed and
ratified by the POC and/or the Commission if necessary. ____ _ _ __
Comments
Archived
Product Manufacturer THERMOPLAST
Address/Phone/Email 3035 bout Le Corbusier
Laval, FL 33012
(450) 687-5115 Ext206
jmarols@thermoplast.com
Authorized Signature Jean Marols
jmarols@thermoplast.com
Technical Representative Jean marois
Address/Phone/Email 3035 boul Le Corbusier
Laval
(514)247-7303
jmarols@thermoplast.com
Quality Assurance Representative Michel P6pin
Address/Phone/Email 3035 LeCorbusler
Laval, FL 33012
(450) 687-5115 Ext229
mpepin@thermoplast.com
Category Exterior Doors
Subcategory Sliding Exterior Do�Assem�blles
Compliance Method Certification Mark or Listing
Certification Agency
National Accreditation & Management Institute,
Validated By
National Accreditation & Management Institute,
Referenced Standard and Year (of Standard)
Standard
Year
AAMA/WDMA/CSA 101/IS2/A440
2005
ASTM E1886
2005
ASTM E1996
2006
TAS 201
1994
TAS 202
1994
TAS 203
1994
Equivalence of Product Standards
Certified By
http://www.floridabuilding.orii/Dr/Pr� app dtl.aspx?param=wGEVXQwtDquracB eV CbdM... 9/20/2012
Florida Building Code Oriline Page 2 of 2
Product Approval Method Method 1 Option A
Date Submitted 01/24/2012
Date Validated 01/24/2012
Date Pending FBC Approval
Date Approved 01/25/2012
Summary of Product
{ FL # Model, Number or Name
Description
10159.1 "Jazz" Vinyl Sliding Glass Door I
'Jazz" Impact - 8-0/6-8
itrrit5rlsf
Certification Agency Certificate
_
fde
pd for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact
Design Pressure: +50/-50
Installation Instructions
Other: Large Missile Impact "Level D, Windzone-4"
FL10159 R2 II 08-00357B.odf
Verified By: National Accreditation & Management
Institute,
Created by Independent Third Party:
Evaluation Reports
FL10159 R2 AE 08062009.1)df
FL10159 R2 AE 11062402.Ddf
FL10159 R2 AE 510525.Ddf
Created by Independent Third Party: Yes
Back Next
Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Cooyriaht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not
send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.
•Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department
with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public
record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.
To determine if you are a licensee under Chapter 455, F.S., please click bsae.
Product Approval Accepts:
" Y� eCF:c
✓,.;Yfy N_.,t�r ,�1`CttY{t-'\t�l'IL1Gt`
pN�Ar dbyV01Wgn
http://Www.floridabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQwtDquracBeV CbdM... 9/20/2012
79MAX. 1/2" 8�
FRAME
HEIGHT 65"
MAX.
D.L.O.
GD
I
95 1/4" MAX. FRAME WIDTH
313"
MAX. D.L.O. � A
I I I 1 I I I I 1 I I I
I
I
I
X �
I
i
1
A
JAZZ SGD
FLUSH INSTALLATION
DESIGN PRESSURE RATING
IMPACT RATING
±50PSF
LARGEANDSMALL
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 4 AND HVHZ
REVISIONS
DESCRIPTION DATE I APPROVED
REVISED PER 2007 FBC 10/13/06 R.L.
ADDED CONCRETE/MASONRY INSTALLATION 01/17/12 R.L.
��AX NOTES:
1)
THE PRODUCT SHOWN HEREIN IS DESIGNED AND COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING COD INCLUDING THE HVHZ.
2)
WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AN AN HORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
12' 3)
1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR
MAX.
MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF
O.C.
COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
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.
8 5)
�
FRAME AND SASH MATERIAL: EXTRUDED RIGID PVC.
6)
UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 3 FOR GLASS OPTIONS.
7)
APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED- FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING ASH- IM. SHIM"WHERE
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK' TO BE ..1./4'.
FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT =LENGTH' TO
ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"' MINIMUM .EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION'•<DETAILS.
FTO
FOR FLUSH INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 W60D SCREW WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE.
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
FOR FIN INSTALLATION INTO WOOD FRAMING USE #10 WOOD SCREW WITH SU FFIC IENT LENGTH
ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN
ELEVATIONS AND INSTALLATION DETAILS.
5MAX
12)
ALL FASTENERS TO BE CORROSION RESISTANT.
13)
INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH
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).
13)
APPROVED CONFIGURATIONS: OX AND XO.
14)
MAXIMUM PANEL SIZE:
ACTIVE: 49" X 76 1/4"
INACTIVE: 49" X 79 1/4"
TABLE OF CONTENTS
1 SHEET NO. DESCRIPTION
1, 2 ELEVATION AND GENERAL NOTES
3, 4 CROSS SECTIONS AND} N.O.M ,
5 — 5 INSTALLATION DETAILS-
; 7 COMPONENTS
THERMOPLAST
3035 SOUL. LE CORBUSIER
LAVAL (QUEBEC) CANADA H7L4C3
"JAZZ" PVC SLIDING GLASS DOOR
95 1/4" X 79 1/2"
ELEVATION AND NOTES
DRAWN: DWG NO. REV
R.L 08-00357 B
SCALE NTS I DATE 12/21 /07 1 S` 1 OF 7
SIGNED: 01/1712012
79 1/
FF
HE
DESIGN PRESSURE RATING IMPACT RATING
t50PSF LARGE AND SMALL
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 4 AND HVHZ.
i
REVISIONS
DESCRIPTION DATE APPROVED
REVISED PER 2007 FBC .10113108 R.L
ADDED CONCRETE/MASONRY INSTALLATION 01/17/12 R.L
THERMOPLAST
3035 BOUL. LE CORBUSIER
LAVAL (QUEBEC) CANADA H71-4C3
"JAZZ" PVC SLIDING GLASS DOOR
95 1/4" X 79 1/2"
ELEVATION, FIN INSTALLATION
DRAWN: DWG NO.
R.L 1 08-00357
S' NTS DATE 12/21/07 ISHEET2 OF 7
■A
1
PARTS LIST
18
10
_
2
8
4
13
6
14
I� o^ �a
IfolII�O�
II
I
D O D
I O
I
I
EXTERIOR INTERIOR
I
I
I Q
I
it
II O
O
SECTIONA-A
1
31
3
27
37
16
11
15
g
5
32
DRAWN:
SC"-E NTS
REMSIONS
REV DESCRIPTION DATE APPROVED
A REVISED PER 2007 FBC 10/13/08 R.L.
B ADDED CONCRETE/MASONRY INSTALLATION 01/17/12 R.L.
5 32 ANN
/
.09" SGP BY DUPONT
5/32" TEMP 5/32' ANN
DESSICANT FILLED
STEEL
STAINLESSXLEDGE
SPACER SYSTEM ;SEALANT
SETTING BLOCK DOW 995
EXTERIOR ��ll INTERIOR
f I I
GLAZING DETAIL'
THERMOPLAST 11'1III7j7
3035 SOUL LE CORBUSIER \\S R �6'Ll��/�
LAVAL (QUEBEC) CANADA H7L4C3
"JAZZ" PVC SLIDING GLASS DOOR
95 1/4" X 79 1/2" "o O�',
CROSS SECTIONS AND B.O.M. �yD ; TAT `F
DWC NO, REV iOFiS 'cf p R10Q' G�'�'
08
DATE 12/21/07 S7
HEET3OF 7 B /J/7SIOIIIAIV.1 ?\�\`
NO.
PART NUMBER
DESCRIPTION
1
S003
FRAME, PVC
2
5021
1" GLAZING BEAD, PVC
3
S017
SASH, PVC
4
S008
SUPPORT BLOCK, PVC
5 IS018
SILL ADAPTER, PVC
6
7059
SCREEN ADAPTER
7
S084
SNAP -ON MEETING RAIL, PVC
8
SILL (ALUMINUM 6063-T5)
9
SASH RAIL (ALUMINUM 6063-T5)
10
SCREEN
11
ROLLER SUPPORT (ALUMINUM 6063-T5)
12
SASH REINFORCEMENT (ALUMINUM 6063-T5)
13
SCREEN ROLLER
14
110-2550-10
WEEP COVER (RO-MAI)
15
TANDEM ROLLER
16
SETTING BLOCK (1 "X.25"X2" 80 DUROMETER)
17
SEALANT DOW 995 (DOW CORNING)
18
HF-7320-187
WEATHER STRIP (SCLEGEL)
19
SS-6945
WEATHERSTRIP (SCLEGEL)
20
SCREEN HANDLE INTERIOR AND EXTERIOR
21
SCREEN KEEPER
22
SASH KEEPER
23
SASH HANDLE INTERIOR AND EXTERIOR
24
SCREEN KEEPER SCREWS FH # 6 X 1/2t
25
SASH KEEPER SCREWS FH #8 X 5/8"
26
FIXED SASH SCREWS FH #6 X 1"
27
T5927AMW
6" WEATHERSTRIP (ULTRAFAB)
28
EAQ705
SCREW PLUG
29
S030
LOCK SIDE MOLDING
30
REINFORCEMENT SCREWS SMS #8 X 3/4"'
31
S029
SASH TOP
32
PB-8322-187
WEATHERSTRIP (SCHLEGEL)
33
MEETING RAIL REINFORCEMENT (STEEL)
34
MEETING RAIL SCREWS FH #6 X 3/4"
35
SAFETY LOCK (RTG PROTECH)
36
SAFETY LOCK SCREW RH #8 X 3/4"
37
1" IGU 5/32" TEMP. LITE AND 7/16" LAMINATED
- -
T
Ar
REVISIONS
REV DESCRIPTION
DATE APPROVED
A REVISED PER 2007 FBC
10/13/08 R.L.
B ADDED CONCRETE/MASONRY INSTALLATION 01/17/12 R.L.
25 29 23 37
I
I
I
7 34 33
36
2B 35 26
INTERIOR
000�
d
qn
U
I
O o0o r�
d
000C7
o0
pp
447�
oo�
d000
p
D
—_--- _—_—_—.
_--- o�
EXTERIOR
o
21 22 20
19 33
37 30 12
24
SECTION B-B
THERMOPLAST
3035 BOUL. LE CORBUSIER
LAVAL (QUEBEC) CANADA H7L4C3
'� v �vGENS�'9�,
"JAZZ" PVC SLIDING GLASS DOOR
Ao *=,
95 1/4" X 79 1/2"
-
-a: 61
_ CROSS SECTIONS
A:; TAT
DRAWN: DWC NO. REV
j�O��•F�QR.�Qp' G`��\`.
o8 oo 57 B
S4
SCALE NTS DATE 12/21/07 OF 7
Atl
1 3/8" 1/4" MAX.
MIN. EMB. -M SHIM SPACE
r
- #10 WOOD SCREW
1 1/2"
!MIN. EMB.
WOOD FRAMING
OR 2X BUCK
BY OTHERS
WOOD FRAMING
OR 2X BUCK
BY OTHERS
#10 WOOD SCREW
1/4" MAX.
SHIM SPACE
i
!#10 WOOD SCREW _
i
INTERIOR
i
WOOD FRAMING
EXTERIOR, OR 2X BUCK
BY OTHERS
HORIZONTAL SECTION
FLUSH INSTALLATION
WOOD FRAMING OR 2X BUCK
I
I
i
WOOD FRAMING
OR 2X BUCK
BY OTHERS
INTERIOR
Amop �
EXTEF
HORIZONTAL SECTION
FIN INSTALLATION --
WOOD FRAMING OR 2X BUCK
1 3/B"
MIN. EMB.
EXTERIOR
REVISIONS
REV
DESCRIPTION
DATE
APPROVED
B.
A
REVISED PER 2007 FBC
10/13/08
R.L
SCREW
B
ADDED CONCRETE/MASONRY INSTALLATION
01/17/12
1 R.L.
1 3/8"
MIN. EMB.
1 /4" MAX.
OOD FRAMING
SHIM SPACE
R 2X BUCK
Y OTHERS
n
IJ
❑o
Uo
❑
#10 WOOD
SCREW
WOOD FRAMING
n
n
OR 2X BUCK
nr n
RI {
BY OTHERS
RIOR EXTERIOR
I�
i
II IIII
II III
INTERIOR
i
I
WOOD FRAMING
10 WOOD
K
CREW
;'<BY OTHERS
0
ODD FRAMING
❑
SCREWOOD
R 2X BUCK
C� o
Y OTHERS
1/4" MAX.
o
_ F SHIM SPACE
1 1/2" f----{- 1 1/2" MIN. EMB.
VERTICAL SECTION_IAT
MIN. EMB. VERTICAL SECTION
FLUSH INSTALLATION
MIN. EMB.
� FIN INSTALLATION
WOOD FRAMING OR 2X BUCK
J
J WOOD FRAMING OR 2X BUCK
AST
10 OD
3035 BOLL. LE CTHERMOPORB SIER
LAVAL (QUEBEC) CANADA H7L4C3
\��\\\s RIIILo
ENS
SCREW
1N
"JAZZ" PVC SLIDING GLASS DOOR*•
Oy651
95 1/4" X 79 1/2"
b
-
INSTALLATION DETAILS
70- TATE OF
NOTE:
INTERIOR ANDTERIORFINISHES, BYOTHERS NOT
DRAWN:
R.LscaEE
DWC N0.
08
REV
B
O�
�Fs CpR1OP
/�i/S70NAL's1
SHOWN FORbLARRY
SOO�T357
NTS
�� 12/21/07 5 OF 7
41
2 1/2" MIN. REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY A REVISED PER 2007 FEIC 10/13/08 R.L.
BY OTHERS ° ' . ?• e • a e
4 . 8 ADDED CONCRETE/MASONRY INSTALLATION 01/17/12 R.L. a' 1 1/4" MIN.
OPTIONAL 1X BUCK " '• • , ° d: ' EMBEDMENT
TO BE PROPERLY 1 1/4" MIN.
SECURED EMBEDMENT
SEE NOTE 3 SHEET 1 IL 1*11A
SH
INTERIOR
APPROVED SEALANT �—1/4" MAX. 2 IN. v
MIN.
SHIM SPACE EDGE QQDISTANCE
3/16" TAPCON 3/16" TAPCON
v
CONCRETE/MASONRY � o
EATER/OR INTERIOR BY OTHERS v
OPTIONAL 1X BUCK o
I u U u u TO BE PROPERLY
I SECURED ° EATER/OR
11 ; SEE NOTE 3 SHEET 1
APPROVED
SEALANT
,
JAMB INSTALLATION DETAIL
i 3/16" TAPCON
CONCRETE/MASONRY FLUSH INSTALLATION
APPROVED El ❑
SEALANT 3/16" TAPCON
NOTE:
1/4" MAX. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT
OPTIONAL 1X BUCK SHIM SPACE SHOWN FOR CLARITY.
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET 1
CONCRETE/MASONRY
BY OTHERS " '.P' a
a 1 1/4" MIN. THERMOPLAST \�C6 /X
EMBEDMENT 3035 SOUL. LE CORBUSIER �N S
LAVAL (QUEBEC) CANADA H7L4C3 mow\ �GE:NS�9�i�ii'
°.. °
e ° "JAZZ" PVC SLIDING GLASS DOOR `*'1HAT
51
95 1/4" X 79 1/2" r/,��;
2 1/2 MIN. INSTALLATION DETAILS . QF
- - - EDGE DISTANCE - - DRAWN: owc No. - — REV�'�( P.t4
VERTICAL CROSS SECTION i Fj,ORl�1
CONCRETE/MASONRY FLUSH INSTALLATION 08 SCALE NTS � �12/21/07 507 0360E 7 B ����SSjONAL1aU���,
5.622"
I
2.106"'
1.478" o o
1- [�a�E oa
O1 FRAME
VINYL PVC.075THICK
�.906'
1.169" 0 0 5 "
�— —T
�SUPPORTBLOCK
VINYL PVC .079 7H1CK
5.255"
{�— 4.508"
3 D
1.136' � 1.75"
.42" J
OGLAZING BEAD
2 VINYL PVC.055 THICK
SASH
VINYL PVC .079 THICK
3.212" -{
1.929" F I ?-s—
�1
T�1.758" I- 654" 2.253"
� .458"
' .643" .67" L
OSILL ADAPTER O SCREEN ADAPTER
VINYL PVC.067THICK VINYL PVC.079 THICK
3.588" 3.588"
I
.394" .906" .394" 906'
I
1.118"I 724"��❑ 1.02" 11.118" .724" a1.02"
nROLLER SUPORT 12 SASH REINFORCEMENT
AL 6063-T5.059 THICK AL 6063-T5.059 THICK
O SNAP -ON MEETING RAIL
VINYL PVC .067 THICK
3.5"
1.024"
1-
REVISIONS
DESCRIPTION DATE APPROVED
REVISED PER 2007 FBC 10/13/08 R.L.
ADDED CONCRETE/MASONRY INSTALLATION 01/17/12 R.L.
2.51 1 " --{
.589"
.21 68" J
SILL
O AL 6063-T5.063 THICK
33 RAIL REINFORCEMENT
AL 6063-T5.079 THICK
THERMOPLAST
3035 SOUL. LE CORBUSIER
LAVAL (QUEBEC) CANADA H7L4C3
"JAZZ" PVC SLIDING GLASS DOOR
95 1 /4" X 79 1 /2"
_ COMPONENTS
DRAWN: DWG NO.
R.L 08-00357
scALE NTS JDATE 12/21/07 lSHEEr7 OF 7
r .5.9
059"
.4022'
&SASH RAIL '
AL.6063T5.059 THICK
L. Roberto Lomas P.E. Engineering Evaluation Report
1432 Woodford Rd.
Lewisville, NC 27023 Report No.: 510525
3035 Le Corbusier Boulevard
Laval, Quebec H7L4C3
Product Line: Series "Jazz" PVC SGD
Compiial ce:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Community Affairs for Statewide Acceptance per Rule 9N-3. The product listed herein complies with requirements of the
Florida Building Code.
Supporting Technical Documentation:
1. Approval document: drawing number 08-00357, Revision B, titled Series "Jazz" PVC SGD, prepared, signed
and sealed by Luis Roberto Lomas P.E.
2. j es report Noand sealed by Robert H Zeiders P.E.
National Certified Testing Laboratories, York, PA
TAS 201-94 Large Missile Impact Test, Level D, Wind Zone 4
TAS 202 -94 Uniform Static Air Pressure, t50.0psf design pressure, 7.5psf water penetration.
3. Report No.: NCTL 110-10982-3 and -4 signed and sealed by Robert H°Zeiders P.E.
National Certified Testing Laboratories, York, PA
.AAMANVDMA/CSA 101/I.S.2/A440-05
benign pressure: t50.Opsf
rater penetration resistance 7.5psf
4. `::Report No.: NCTL 110-10982-2 signed and sealed by Robert H Zeiders P.E.
National Certified Testing Laboratories, York, PA
. ASTM E1886-05 and ASTM E1996-05
ASTM E1886/ E1996 Large Missile Impact, Level D, Wind Zone 4
.ASTM El886/ El996 Cyclic Load Test, t50.Opsf design pressure
5. .:Anchor calculations, report number 510525B, prepared, signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure: t50.Opsf
• Maximum unit size: 95 1/4" x 79 1/2"
• Units must be glazed per ASTM E 1300-04, see installation instructions for glass options.
• This product is rated to be used in the HVHZ.
• This product is impact resistant and does not require impact protection in wind bome debris regions.
• Frame material to be rigid PVC.
Installation: Units must be installed in accordance with approval document, 08-00357, Revision B.
Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company
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).`
NN
N.J:..EN . q ..
v-
I
i
= .. TAT QF kr�.
10• ...
P:.
lDR1D.,
A����
1 of 1 Luis R. Lomas, P.E.
FL No.: 62514
01 /18/2012
b.
®I OT:ICE OF PRODUCT- CWMICATION- �--�-
CERTWICATION NO NI0091 G5=lt1
DATE: 11108/2007`.
CERTIFICATION PROGRAM: Structural.. -.-
COMPANY: Thertifth, st
CODYE: 2944
To ycr�fy that they `Nol�ce of Pradtci Certificat�oii'� is val►ti;;_please v�s�t wtvv e�lAMiCcrtiiicauon C(7n� to assure, hat _
- - - - -
the p,"rod«ct is actn e<an$ cuir,.,ently tecl. it is cqq toattop repzesepts,proeluet,coi forn�ity to'tl�e applicab e
speeilicataon and tfaat cer$}ficcriteria hr s been s�iis0ed;. 1'lez sc re ie and adY seNElNtI if arty<`correet ons are
reni5r�;rl "tom thas` rinei�nenti.
COMPANY NAME AND ADDRESS' „ f
PRQ)L7CT`:I)ESCRI~PTION
THERMORLAST
Serres 4` fazz" Flush. or Fa. n: Mourif
303a, LeiGorliusier B'aulevard
Vrny%I Imacf Rated. Sltljng Glass T)oox
,L#val, +� bcc H74 4C3
Canf gut at `oa X,
'
Glazrrg I"� 51�2"Tcrnpereci tlass/Liain�aate �13'�'"
,#��ineald Giassf(1O¢'`baPont SentryGlasi'Isl
5/32«Annealeil:Glass:
i
`Fcar►`te V1T 2`419,Xuri{95 25 �') I -I 2Q 1'9mm('7t9 �'�)
f
Pane_1:; W 1.245trirzi 49".) 14 I937 hm 25")'
Sl'ECI;F1[CATION`
;1'RODi7CT RATING
AAIVIA/WplYIA/GSA rlU.l1I S 2/A 40 -.05
SD R50241.9 Y2019� (9,5 2 x 79 5)
TAS 20,.VMf203=94
uosi go, Pre+50/ SO"p-4,
AS-T-, E18$G 02/OS/ASTM, E1996 Q2(06
Large NLss le` Impact; RaUed
VkdZone. 4 NLssile Level "D
Product Tested By: National Certified Testing 1>:a1) totes
Report N'o; NGTL-110 1.4982 3J..1.0.982 4 (Structural)/ 982° 1:10.982.,2` (Imliact):
October 31 -20tG
Ealtratioo Date: � :O-
Adiniri stratoC§ Stgnaiaro'.; .
NATIONAL AC CIEDITAT ON AND'
s
IVIANAGEMENT INSTITUTE, INC.; 4
4794 George Washiggtan;MemoriaUffi,gh)vay
l<YayTes, `4a°A 230�2 �_
Tel; :(804). b84-5124
Fax; i Q.4) ;G84-51 2-
M IAM I•D�ADE
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
CCEPTANCE (NOA)
Regency Plus, Inc. ---
1024,Locust Gap Highway
Mount Carmel, PA 17851
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
WMInininidaJe.gov/pera
�00-'?-()Areht, 516 0 et
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 JudsdietionThis 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 tight
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.
"5405" White PVC
Window — L.M.L
APPROVAL DOCUMENT: Drawing No. RPL80063, titled "impact Series 5405 Horizontal Slider
Window", sheets 1 through 5 of 5, dated 1*1/26/08, with revision D dated. 02/07/12, prepared by PTC LLC,
signed and sealed by Robert J. Amoruso, RE., -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
MISSILE IMPACT DATING: 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 # 08-1210.12 and consists of this page I and evidence pages E-1 and E-2, as well
as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAMMADE COUNTY NOA No..12-0223.09
► Expiration Date: July 22, 2014
Approval Date: April 19, 2012
7// I! l Page I
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No RPLS0063, Sheets 1 through 5 of 5, titled "Impact Series 5405
Horizontal Slider Window", dated 11/26/08 with revision D dated 02/07/12, prepared
by PTC LLC, signed and sealed by Robert J. Amoruso, P.E.
B. TESTS -
1. Vest reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
3 W ater R istance Test, er FBC; TAS 202-9
4) Large Missile Impact Test per 201-94
5) Cyclic Wind'Pressure Loading per FBC, TAS 203-94
j 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a white PVC horizontal
sliding window, prepared by National Certified Testing Laboratories, Test Report No.
NTCL-110-11507-1, dated 08/18/08, revised 09/03/08, with addendum letters dated
03/31/09 and 05101109, all signed and sealed by Harold Rupp, P.E.
(Submitted under previous NOA#081210.12)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007,
prepared by PTC.LLC, dated 11/24/08, signed and sealed by Paul E. Winter, P.E.
(Submitted under previous NOA#08-1210.12)
2. Glazing complies with ASTM El300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. I 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. 07-1016.05, issued to Dominion Plastics, Inc., for their
White Rigid PVC Exterior Extrusions, approved on 11/15/07, expiring on 10/24/12.
i
Manuel Perez,
Product Control Exa ine
NOA No. 12-0223.09
Expiration Date: July 22, 2014
Approval. Date: April 19, 2012
E-1
Reaency Plus, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. I STA'
G.
1. Statement letter of conformance, comnI in with FBC-201 Wand of no financial
interest, dated February 07, 2012, signed and sealed by Robert J. Amoruso, P.E.
OTHER
1. Notice of Acceptance No. 08-1210.12, issued to Regency Plus, Inc. for their Series
5405" White PVC Horizontal Sliding Window— L.M.I., approved on 07/22/09 and
expiring on 07/22/14.
i
Manuel Perez, P. .
roduct Control Examin r
NOA N0
.12-0223.0
Expiration Date: July 22, 2014
Approval Date: April 19, 2012
REGENCY PLUS, INC. a 9
IMPACT SERIES 5405HORIZO.NTAL SLIDER WINDOW - LMI D i . j
INSTALLATIONANCSORAGEDETAILS
0
' GENERAL NOTES:
1. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED
® TO COMPLY WITH THE 2DO7 AND 2010 FLORIDA BUILDING
CODE (FBC) INCLUDING THE HIGH VELOCITY HURRICANE
ZONE (HVHZ) AT THE DESIGN PRESSURE(S) STATED
HEREIN.
2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED
:UPON SIGNED AND SEALED TEST REPORT #
'NCTLA 10-11507-1 DATED 08/20/08 AND ASSOCIATED
LABORATORY STAMPED DRAWINGS AND WERE TESTED IN
ACCORDANCE WITH CURRENT DADE COUNTY
3. THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE
® TO THE STANDARDS LISTED IN THE 2007 AND 2010 FLORIDA
BUILDING CODE (FBC) AND IS IN COMPLIANCE WITH SAID
STANDARDS, INCLUDING HIGH VELOCITY HURRICANE ZONE
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE
MASONRY AND 2X FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND
TRANSFERRING APPLIED PRODUCT LOADS TO THE
STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD.
S. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD.
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS
FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS
DETAILED HEREIN, THEN THE BUILDING OFFICIAL MAY
ELECT ONE OF THE FOLLOWING OPTIONS:
A. OUTSIDE HVHZ: REQUIRE THAT A LICENSED
ENGINEER OR ARCHITECT PREPARE AND SUBMIT
SITE -SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT.
B. INSIDE HVHZ: REQUIRE THAT A ONE-TIME SITE
SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED
FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL
DIVISION.
7. WINDOW FRAME MATERIAL RIGID VINYL PVC
(N.Oi A. 07-1016.06)
8. EACH WINDOW ASSEMBLY SHALL BE LABELED' WIT
A PERMANENT LABEL AND/OR STAMP WITH THE
EXTRUDER CODE AND "MOCA' AS STATED IN N.O.A.
NO.07-1016.05. '
9. GLASS MEETS THE REQUIREMENTS OF ASTM
. E1300-0be1.®
10. DESIGiNATIONS'X'AND'0°STANDFORTHE
FOLLOWING:
X: OPERABLE PANEL
O: FDD PANEL
11. A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND
LOADS WAS NOT USED IN THE DESIGNOF THE
PRODUCTS) SHOWN HEREIN. WIND LOAD
DURATIbN FACTOR (Cd -1.6) HAS BEEN USED FOR
WOOD ANCHOR DESIGN.
12. IN AREAS WHERE WIND-BORNE DEBRIS
PROTECTION REQUIREMENTS EXIST, USE OFAN
APPROVED IMPACT PROTECTIVE SYSTEM IN NOT
NEEDED.
I
I
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH
ANCHOR LOCATION SHOWN.
H 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS
THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR
3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR
THRU MAINFRAME WITH LOAD BEARING SHIM(S).
MAXIMUM ALLOWABLE SHIM SIZE IS 114 INCH. SHIM
WHERE SPACE OF 1116 INCH OR GREATER OCCURS.
SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY
PLASTIC OR BETTER.
4. FOR INSTALLATION INTO WOOD FRAMING, USE #12 WOOI
SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 112 INCH
MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 7/8
INCH.
5. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE /
MASONRY, OR DIRECTLY INTO CONCRETE / MASONRY,
USE 1/4 INC1411 W TAPCONS OF SUFFICIENT LENGTH TO
ACHIEVE 1 1/41NCH MINIMUM EMBEDMENT. MINIMUM
EDGE DISTANCE IS 2-1/2INCHES.
6. FOR PARTING STOP INSTALLATION USE 98 X 1 112 INCH
DRYWALL SCREWS.
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE
WALL FINISHES, INCLUDING BUT NOT LIMITED TO
STUCCO, FOAM, BRICK VENEER AND SIDING.
TABLE OF CONTENTS '
SHEET
14EV.
- - -SHEET DESCRIPTION -
1
D
GENERAL AND INSTALLATION NOTES
2
A
ELEVATION AND ANCHOR LAYOUTS_
3
b
VERTICAL SECTIONS -`-
4
b
HORIZONTAL SECTIONS, GLAZING DETAIL SCORNER DETAIL
5
D
COMPONENTS AND BILL OF MATERIALS
8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
MUST BE MADE OF CORROSION RESISTANT MATERIAL OR
HAVE CORROSION RESISTANT COATING.
9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO -
NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
JOINTS. EDGE DISTANCE IS MEASURED FROM FREE:
EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE
SHELL OF BLOCK. -;
10. INSTALLATION ANCHORS SHALL BE INSTALLED IN
ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
THAN THE MINIMUM STRENGTH SPECIFIED BY THE
ANCHOR MANUFACTURER.
11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES:
A. WOOD PT SOUTHERN YELLOW PINE - MINIMUM
SPECIFIC GRAVITY IS 0.55. LUMBER MUST COMPLY. '
WITH FBC SECTIONS 2411.3.3.3 AND 2328.2 AS TO
WOOD PROTECTION.
® B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF='♦
3192 psl AND CONFORMS TO ACI 301. -
® C. MASONRY - STRENGTH TO CONFORM TO
ASTM C-90.
DESIGN PRESSURE RATING (PSF)
IMPACT RATING
t55.0
LARGE MISSILE
IMPACT
0 izij O
wZ
~a
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Robed J. Amur . P.E
Florwe P.E. No. 49762
k6 Product Do.Mgn Group, LLC
PO Box mum
Longwood, FL d2762-0775
321-690-17.08 Wo(Q)Pto .com
FBPE Cedi9cate.l Mfimdntlon
No. 25M
PRODUCT REVISED
as aunNPine With Ow Flodb
Building Codo ,., _
MAX.
RAME 58 3/4"
EIGH1 MAX.
34 3/16" 33'
MAX. --{ MAX.
D.L.O. I D.L.O.
�t D
3
' O .I X
ELEVATION
EXTERIOR VIEW
0 0
N
U
m N
0
7 314" MAX FROM z a
CORNERS (TYP.) 1Y MAX. O.C. (TYP.)
@ HEAD & SILL HEAD &SILL w 5
FROM PARTING 121/2' MAX. O.C. (TYP.) ¢ o }
STOP CORNERS @ HEAD & SILL v = W g
81/4" MAX. Mgt:: -' �
FROM PARTING _ ¢ �_ w , z
STOP CORNERS'(TYP.) a ad N
J Z
} W �¢ a
5 1/2" MAX. z � Z�z
F FROM FRAME i c¢i c Z
4 CORNERS (TYP.) N F
p 57112• 13" 1Y V w
4 MAX O.C. TYP. O X D.C. TYP. W 1
D.L.O. i
a
STEEL INSTALLATION
RE INFORCEMEN ANCHOR (TYP.)
T J1 T T T
Rohorl J. AmoMuo, PJ_.
1 1/2' x 1/4" WEEP HOLE PARTING STOP Flodda P.E. No.49752
2 5/8" FROM END (TYP. ANCHOR (TYP.) 73-
6" MAX. O.C. FROM
RO RAME CORNERS (TYP.)STEEL REINFORCEMENT) @FIXED W/ (2) EVENLYILLSPACED METAL SCREWS AX. FROM. (TYP.) @AD & SILL
FJC.Pmdud Dasl nGroup, LLC
ANCHOR LAYOUT Longwood, FL 3PO(k FL32R5
2752-0778
321-690•1759 N7o@ploea:p.totn
BXTERIOA VIEWFBPE Cern9aete dAulliod7allai
No.25935
PRODUCTREVISED
as complying with Ilse Flo7ldo
Bdllding Coda
ONE BY WOOD
BUCK BY OTHER
(SEE NOTE 5, SHT. 1)
WOOD BUCK PROTECTION -
BY OTHERS
CONCRETE OR
MASONRY BY OTHERS
(SEE NOTE 4, SHT. 1) to
#8 X 1 1 /2' 14
DRYWALL SCREW
EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK
BY OTHERS
13 INS1/4j ITW TAPCON #12 WOOD
TALLATION ANCHOR INSTALLATION
2 1/2" MIN. 7/8" MIN.
EDGE DIST. SHEATHING EDGE DIST.
I BY OTHERS
.q q C •p '' q q iq p'
' EXTERIOR FINISH
1 \1/4" MIN. BY OTHERS
EMBEDMENT
BEDMENT #8 X 1
SCREW ,: •-
DRYWALL SCREW #!:• ; —
C� 1/4" MAX. 10 mu�umo
SHIM SPACE
QD
10
21 PERIMETER CAULK
i
! BY OTHERS
VERTICAL SECTION
CONCNRTR/ MASONRY SUBSTRATE
WINDOW EXTERIOR OPERABLBPANEL.SHOWN, I
FDM SIMt1AR I INTERIOR
HEIGHT SEE GLAZING
DETAI 2 15
n SHEET 3
PERIMETER CAULK
BY OTHERS
RY#WBALL 1SCREW 14
EXTERIOR FINISH-�
BY OTHERS
CONCRETE OR —
MASONRY BY OTHERS
(SEE NOTE 4, SHT. 1)
- ONE BY WOOD -
BUCK BY OTHERS
--(SEE-NOTE-5-SHT.-1)-
WOOD BUCK PROTECTION'S
BY OTHERS
d d
v c oq a .
1/4" ITW TAPCON 13
PIXED SMLAR
#8 X 1 1 /2"
DRYWALL SCREW
1/4" MAX.
SHIM SPACE
1 1/4" MIN.
EMBEDMENT
c 2 1/2' MIN__
EDGE DIST.
�NE BY WOOD
Y OTHERS
(SEE NOTE 5, SHT. 1)
TWO BY WOOD
BY OTHERS
(SEE NOTE.4, SHT. 1)
1 1/2" MIN.
EMBEDMENT
1/4" MAX.
(-SHIM SPACE
EXTERIOR INTERIOR
0�VERTIQkL SECTION
WOOOSUB3TRATH
OPERABLE PANEL SHOWN,
POLED SIMH.AR ..
INTERIOR
—
�� HORIZONTAL SECTION
G � N
S
1.:C�� o
z
WINDOW::' r. w
HEIGHT'
N=Q Z~ioy Z
LU
` z 00 O ¢
LU > =U
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K� Fi>
o w
w 1
w
U
Q
a
Rahad J. Amoroso, P.E.
Florida P.E. No. 49752
.PTO Product Design Group. LLC
PO Box 62,075
Longwood, F02762,0775
321.680-17Ba Info®plo.ro,P.eam
FBPE Certifidato ofAulhoriration
Nm 25g36 , '•
jPRODUCrRj3VLqgD
as oomPlying with the Florida -
Uaildibg Coda
Acceotaaae tda /4.a2?3-t79
#8 X 1 1/2" 14
DRYWALL SCREW 1/4" MAX.
1 1/2" MIN SHIM SPACE
EMBEDMENT 10 11 19 17
SHIM AS REQUIRED
#12 WOOD SCREW 12 q
INSTALLATION ANCHOR
7/8" MI 0 i
.EDGE DISTANCE
o
TWO BY WOOD ti-'
FRAME BY OTHERS
(SEE NOTE 4, SHT. 1);;(:�
SHEATHING i%''1'• ^ i;.
BY OTHERS
I 20 15
DRYWALL 1SCREW 14 10 PERIMETER CAULK
EXTERIOR FINISH BY OTHERS
BY OTHERS WINDOW WIDTH-
7SECTION
WOOD FRAMB SUBSTRATE
(MIXED PANEL SHOWN,
OPBRABLBPANELSRALAR)
I
7/8" O.A. LAMINATED GLASS
CONSISTING OF:
EXTERIOR LAMINATED GLASS —
15 (2) 1/8" DOUBLE STRENGTH
ANNEALED GLASS W/
0.090" DUPONT "BUTACITE'I INTERLAYE
0.41" AIRPSACE W/ DESICI�ANT
MATRIX STEEL SPACER,
INTERIOR 1/8' DOUBLE
15. STRENGTH TEMPERED GLASS
EXTERIOR I -------------
\ 1s
n
GLASS BITE[
�iL y
GLAZING DETAIL I
17 /
EXTERIOR
[
INTERIOR
16
i
INTERIOR
4 T 1 S BITE
_ �
GLAZING DETAIL 2 _
1/4" MAX. SHIM SPACE
SHIM AS
REQUIRED
PERIMETER CAULKS D
BY OTHERS
WINDOW WIDTH EXTERIOR FINISH
BY OTHERS
F HORIZONTAL SECTION
CONCRETE/ MASONRY SUBSTRATE
(OPERBALE PANEL SHOWN,
FIXED PANEL SIMILAR)
#8 X 1 1/2"
DRYWALL SCREW
MIN. BEDMENT a N
1/4" ITW TAPCON o 0
13 INSTALLATION ANCHOR 8
N p
� z 3
d 2 1/2"" MIN. wLL �a
9 EDGE DISTANCE H o w
s n0
U
BONCRETE OTHERS OR MASONRY o n
V ' • V V (SEE NOTE 4, SHT. 1)
ISOLATION MATERIAL BETWEEN a o
Q •V, WOOD BUCK.& MASONRY 8 N
OPENING BY OTHERS oLU 8 0
V ONE BY WOOD zw € a
BUCK BY OTHERS 3D:
q Wc°r�
•Q (SEE NOTE 5, SHT. 1) < o�
#8 X 1 1/2" ? rna o rri
14 RYWALL SCREW ' = ¢ po g
a. a 007 M
NIK
z�¢xo
WU• O�U oaaO
.�- W—aW
QED MITERED TH
IER CONSTRUCTION co
cl.Q o. 1
1 �0
0
�o
n
\� J� Roher(J. Aromas', P.E,
Fbrlde P.E. N0.4B752
— -,i SHIM -
NOTE:, -CORNER- DETAIL 1X PT WOOD BUCK
PARTING`3TOP EXTERIOR PERIMETER BY OTHERS
TO BE SEALED TO 1X PT WOOD BUCK
WITH SIKA 551 SILICONE
li'I
PTC.Pwouct Deelgri Grcup, LLC
PO B= 52om
Longw d, FL 32752.071
321.690.1788 Inlo@pjo ,;po'm
FEPE C'rtlkaie o(Authodtetion
N. 25935
PRODUCTREVISED
s+ c'mplying with the Florid¢
O MAINFRAME WEEP HOLES (SILL):
WHITE RIGID PVC 1/2" X 1/2" EACH END (INT. TRACK)
0.070" THK. 1/2" X 3/8" MIDSPAN (INT. TRACK)
5/8" X 3/8" EACH END (EXT. TRACK
2
O POCKET COVER
(EXT. TRACK)
WHITE RIGID PVC
0.070" THK.
Og INTERLOCK COVER
WHITE RIGID PVC
0.070" THK.
15/16" V
�i--1 3/4'-
10 P
n00�
T--m1 1/2"
- 5/8"
8"
SASH FRAME
WHITE RIGID PVC
0.068" THK.
1 5/8
I
D SASH COVER
WHITE RIGID PVC
0.076" THK.
5/16"
i
Q6 POCKET COVER j
(INT. TRACK)
WHITE RIGID PVC
0.070" THK.
WEEP HOLES:
3/4" X 3/8" EACH END
1/4" X 9/16" MID SPAN
1 1 / 1'6"
�I
I
I
�6 REINFORCEMENT �6 FIXED MEETING RAIL
SASH FRAME
STEEL WHITE RIGID PVC .
0.050" THICK 0.066" THK.
Fy = 30 - 50 SKI
Fu = 37.5 - 68.7 KPSI
i
I— 3/4"
25 REINFORCEMENT
FIXED MEETING RAIL
STEEL O 0.050" THICK POCKET INSERT
20
Fy = 30 - 50 KSI FIXED PANEL
Fu = 37.5 - 68.7 KPSI WHITE RIGID PVC
15-F -- - -- -
1—
I4 3/4"
0.060" THK.
13/16"
Im l
Q GLAZING STOP W/ HANDLE
WHITE RIGID PVC
0.055" THK.
5/16"
@ GLAZING STOP - FIXED LITE
WHITE RIGID PVC
j 0.070" THK.
1/2" I / "
GLAZING STOP & OPERABLE LITE
WHITE RIGID PVC
0.055" THK.
elf --F
15/16"
19 PANEL STOP / FRAME COVER
WHITE RIGID PVC
0.050" THK.
r5/166"
-F-� 1�
BILL OF MATFRIALA
ITEM #
DESCRIPTION
MATERIAL
SUPPLIER.''
1
MAIN FRAME
WHITE RIGID PVC
DOMINION PLASTICS--
2
SASH FRAME
WHITE RIGID PVC
DOMINION PLASTICS
3
GLAZING STOP WITH HANDLE
WHITE RIGID PVC
DOMINION PLASTICS
4
GLAZING STOP -OPERABLE LITE
WHITE RIGID PVC
DOMINION PLASTICS
5
POCKET COVER (EXT. TRACK)
WHITE RIGID PVC
DOMINION PLASTICS
6
POCKET COVER INT. TRACK
WHITE RIGID PVC
DOMINION PLASTICS
7
1 SASH COVER
WHITE RIGID PVC
DOMINION PLASTICS
8
REINFORCEMENT (SASH FRAME)15 GA.
STEEL ALLOY 1008/1010*
REGENCY PLUS, INQ
9
INTERLOCK COVER
WHITE RIGID PVC
DOMINION PLASTICS
10
ARTING STOP
WOOD PT SYP
G�.55 MIN.
11
AM SWEEP LOCK & KEEPER
STEEL
TRUTH
12
12 WOOD SCREW INSTALLATION ANCHOR
STEEL
--
13
1/4' TAPCON INSTALLATION ANCHOR
STEEL
ITW
4
8 X 1 1/2" DRYWALL SCREW
STEEL
-----
15
/8° O INSULATED GLASS (SEE GLAZING
DETAIL ON SHEET 3)
GLASS
EDGESEAL
SIKA FLEX 552
SILICONE
SIKA
GLAZING STOP - FIXED LITE
WHITE RIGID PVC
DOMINION PLASTICS
FIXED MEETING RAIL
WHITE RIGID PVC
DOMINION PLASTICS
N20
PANEL STOP! FRAME COVER
WHITE RIGID PVC
DOMINION PLASTICS
OCKET INSERT- FIXED PANEL
WHITE RIGID PVC
DOMINION PLASTICS
FINSEAL WEATHERSTRIP
VINYL
ULTRAFAB
NYLON HOUSED METAL ROLLERS
NYLON / STEEL
SAUNDERS ENG'G
23
TILT LATCH
VISION IND.
24
WEEP HOLE COVERS
PLASTIC
RO-MAI
25
REINFORCEMENT FIXED MEETING RAIL 15 GA.
STEEL ALLOY 1008/1010
REGENCY PLUS, INC.
'ASTM A-Al008A/Al09
r¢ o
6HH
z_ --jo
�ggaz�grn .z
} C7 WO
U O
x
�ou�tN-
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o EEO.
y 5
o k..
85
n. I
Robert I Amoroso. P.E.
Florida P.E. No. 49752
v' l z
PTC Product Design Group, LLC
PO Box 5=75
Longwood. FL 32762-0776
321.69D-1788 Inla®Pic- p.com
FlIPE Ce,06cete otAulnodution
No. 25W5
REVISED
with dre Florida
MIAMI•MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33115-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) w,,Yw.wnismidade.gov/pdl-a/
ra-ws'on Inures, Inc.
8501 NW 90 Street
Medley, FL 33166 /
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
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: Clinved Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.L
APPROVAL DOCUMENT: Drawing No. LAW-ML-1001, titled "Aluminum u e u lions eets 1
through 10 of 10, dated 04/27/10 with revision A dated 01 /25/12, prepared by manufacturer, signed and
sealed by Thomas J. Sotos, P.E., bearing the Mitltni-Dade County Product Control Revision stamp with the
No ' e tance 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 labe wi the menu a urer's name or logo, city, state,
model/series, attd 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 and renews NOA # 10-0610.02 and consists of this page 1 and evidence pages E-1 and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No.12-0121.07
MIAMI-DADS courtrr Expiration Date: May 30, 2017
Approval Date: March 29, 2012
Page 1
Lawson Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions" Sheets 1 through 10
of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer,
signed and sealed by Thomas J. Sotos, P.E.
B. TESTS
I. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294
mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane
Engineering & Testing, Inc., Test Report No. HETI-02-1714, dated 8/27/02, signed
and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA# 03-0225.07)
2. 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 120" span aluminum tube
mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane
Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed
and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA# 03-0225.07)
3. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane
Engineering & Testing, Inc., Test Report No. HETI-02-T071, dated 09/16/02, tested
per ASTM E8, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA# 03-0225 07)
4. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of two aluminum horizontal
sliding windows mulled at top with a 90" span mullion and a 45" high fixed window
on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383,
dated 2/13/96, signed and sealed by Gilbert Diamond, P.E.
(Submitted under NOA# 02-0501.05)
5. 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 sliding glass
door, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-02-1718, dated 8/27/02; signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA# 03-0225.06)
Manuel.Perez
Product Control ExakWok.
NOA No.12-0127.07
Expiration Date: May 30, 2017
Approval Date: March 29, 2012
E-1 .
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
16. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Hurricane Engineering & Testing, Inc.; Test Report No.
HETI-02-1717, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA# 03-0225.06)
7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294
along with marked -up drawings and installation diagram of an aluminum sliding glass
i _amr,_parepared bylsnestratLOnTesting_Laboratory_,Ind.,Test_ReporLNO._FTLml376,---
dated 1/31/96, signed and sealed by Gilbert Diamond, P.E.
(Submitted under NOA# 03-0225.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J.
Sotos, P.E.
12. Glazing complies with ASTM El300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. 'MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter. of conformance, complying with FBC-2010, dated January 25, 2012,
signed and sealed by Thomas J. Sotos, P.E.
2. ' Statement letter of no financial interest, dated May 20, 2010, signed and sealed by
Thomas J. Sotos, P.E.
G. OTHERS
1. Notice of Acceptance No. 10-0610.02, issued to Lawson Industries, Inc. for their
Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I., approved
on 10/06/10 and expiring on 05/30/12.
Manuel P ; P.E.
Product Control iner
NOA No.12-0127.07
Expiration Date: May 30; 2017
Approval Date: March 29, 2012
E-2
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
ANCHOR CLIP
/
ANCHOR/CLIP
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
COUNTY
h
GLAZING
APPROVED IMPACT AND NON -IMPACT PRODUCTS.
O
PRODUCT
HORIZONTAL MULLION
RECTANGULAR ALUMINUM TUBE MULLIONS
o
0
ANCHOR CLIP MULLIONHil
3
w GLAZING
USING MULLION PROPERTIES ONLY
n
y
a
[HORIZONTAL
PRODUCT 3
F
o e
o
+a ,
GEN OTES:
c oo
\
3 �� /7THIS
3
PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE
REQUIREMENTS
iza
/ �/
OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDINGa+
HIGH VELOCITY
60
gVERTICAL
VERTICAL
II
w
HURRICANE NE HVH
O
z
MULLION
3
GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I•E: WIND LOAD, WATER
.0 W =
Z
0 zMULLION
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
Ca
a
O z = cl
II
3. MULLIONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS,
INCLUDING WINDOWS, OR
-
.t
�
GLAZING GLAZING GLAZING
PRODUCT
J a¢ o . GLAZING 3
3
DOORS COMBINATIONS MAY BE MULLED.
�
W
PRODUCT PRODUCT
o u, PRODUCT
4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
In w
=
LOADS TO THE STRUCTURE.
F-
S. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
U
V
ANCHOR/CLI
�
3
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
z
6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS.
i
ARE NOT PART OF THIS APPROVAL.
O•
'
7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF
yyy
w
WOOD ANCHORS ONLY.
B. MATERIALS
H
W1 W2 W3
INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS,
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
=
a'
C4
"a
u
MULLION SPAN
MULLION SPAN
THE REQUIREMENTS OF THE 2010 FLORIDA BLDG. CODE - SECTION 2003.B.4,
�l;
F
b
a.
'
W1 + W2 + W3
MULLION
WIDTH (W) =
& CLIP NOTES:
2
1, FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET
";
z
2 OF 10 FOR DETAILS AND NOTES.
~
ANCHOR/CLIP
ANCHOR/CLIP
• REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS
o
HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET
4 OF 10 FOR DETAILS AND NOTES.
&
�• '�
�r GLAZING
• REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS
a.
S
o
VERTICAL
,ram%
: I PRODUCT
3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS
,
MULLION 3 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES.
+ w
• REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS
a
GLAZING GLAZING . O
PRODUCT PRODUCT: mtn
GLAZING GLAZING
II
o
z
x
PRODUCT PRODUCT J zd 3
3
a
a�
ANCHOR/CLIP-)
VER]CAL � rn
MULLION
ANCHOR/CLIP
....
PRODUCT WIDTH (W) wI z wz WIDTH (W) = WI + W2 �„� REVISED a
IPI
Ac &
3X MULLION CLIP
6063-
NOTCH
OPTIONAL
o
1X MULLI63-ON CLIP
60T6
'L'
-OPTION
I
2AOU
LANGLE
CLIP
1 2.000�
6063-T6
MULL
I X 2
1 X 3
1 X 4
2 X 4
2 X 6
1. ALL CLIPS AND
SNUG INTO TUBE 1
2. WHERE ANGLES
INTO TUBE MULLIOI
ANCHOR DETAIL AT
X 4
L .125
.062�
4.000
FRAME I
.100i ,ID2 j�-
1A62
1 X 4
CUSTOM MULLION
6063-TG
Ixx: 2.070 in!
Sxx: 1.035 in}
(FLANGE FRAME)
TAPES
.L
2.000
324
6.0DD
2 X 6
STD, TUBE MULLION
6063-T6
Ixx: 8.280 in!
Sxx: 2.760 in3
1 X 3
_CUSTOM MULLION
6063-T6
Ixx: 1.000 in
Sxx: 0.667 in3
(FIN FRAME)
2.000
125
4.000
zxa
STD. TUBE MULLION
6063-T6
Ixx: 2.980 iri
Sxx: 1.490 in3
INSTRUCTIONS:
USE CHARTS AND GRAPHS AS FOLLOWS,
B.
STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARRWLAR OPENING.
STEP 2 USE APPROVED GIALNG PRODUCTS MEETING ABOVE LOAD
B,
REQUIREMB-
STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL.
B•
STEP 4 SPECIFY MAXIMUM SHN SPACING.
ARE TO Ffi
T USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE
STEP S WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
i.
IN STEP 1'OV4_.
AB
T FIT SNUG
OPTIONAL
USING ANCHOR'FYT?ES ON SHEET 6 THRU 9 SAND ANCHOR CHARTS
S_.EP .S ON SHEEr I. SELECT ANCHOR TYPE WITH DESIGN RATING'
9 OF 10.
MORE THAN THE DEWN LOAOS SPECIFIED IN STEP 1 ABOVE.
7 A` 6= .125
1
3.000
.156rI 102
F«1A62
1 X 3
CUSTOM MULLION
6003-T6
Ixx: 0.950 irI
Sxx: 0.633 in3
(FLANGE FRAME)
6063-T6
Ixx: 2.070 in!
Sxx: 1.035 in3
I X 2
CUSTOM MULLION
6063-T6
Ixx: 0.370 in
Sxx: 0.370 in3
(FIN FRAME)
IA00 »1
IIIr I .I25
I
3.000
L
1 X 3
STD. TUBE MULLION
6063-TO
Ixx: 0.950 iri
Sxx: 0.633PPocoi�UT
Os mp!;
.125
2.000
.156-�-.078
1.062
1x2
CUSTOM MULLION
6063-T6
Ixx: 0.330 in
Sxx: 0.330 in3
(FLANGE FRAME}
1.GDDy :?
.12s >.
2.000
L
1 X 2
6063-TO
Ixx: 0.330 in!
'!2TRXI<-,P.330in3
USING MULLION PROPERTIES ONLY
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS.
NOTES
1. REFER.TO THE GENERAL NOTES ON SHEET
1 OF 10 FOR BUILDING CODE COMPLIANCE.
2. MULLIONS MAY BE ORIENTED VERTICALLY -OR
HORIZONTALLY.
3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION
ARRANGEMENTS OR STACK CONFIGURATIONS.
1X4 I 2X4
38- 3/8"
50518"
145.4
129.2
*22.359.3
116.3
105.7
96.9
89.5
62.6
150.0
150.0
36
31.3
' 90.1
160.0
150.0
42
26.8
772
131.1
150.0
48
87"
23.5
67.5
114.7
150.0
64
20.9
60.0
101.9
146.8
60
18.8
54.0
91.7
132.1
66
17.1
49.1
83.4
120.1
72
15.6
45.0
76.5
110.1
78
-
41.6
1 70.6
101.6
18
46.3
133A
150.0
150.0
24
34.8
100.0
150.0
150.0
30
27.8
80.0
150.0
150.0
36
23.2
66.7
125.2
1500
421
19.9
67.2
107.3
150.0
48
63"
17A
50.0
93.9
135.1
64
15.4
44.5
83.4
120.1
60
40.0
75.1
108.1
66
36.4
68.3
98.3
72.
33.3
62.6
90.1
78
30.8 1
57.8
83.2
-VERTICAL
MULLION
z
GLAZING
GLAZING
`<
PRODUCT
PRODUCT
j
wl
w2
1X3
74-1I4"
MULL SPAT
120"
0
48
64
84"
21.1
46.0
66.2
140.8
48
132"
0
18.8
40.9
58.8
125.2
64
0
60
16.9
36.8
53.0
1127
60
0
66
15.3
33.4
48.1
1024
66
0
72
-
30.7
44.1
93.9
72
0
0
.78
18
-
37.7
28.3
82.1
40.7
118.3
86.7
150.0
78
18
0
24
96"
28,3
61.8
88.7
150.0
24
144"
0
30
22.6
49.3
71.0
150.0
30
0
36
18.8
41.1
59.1
143.8
36
0
42
-
16.2
35.2
50.7
123.2
42
0
48
-
30.8
44.3
107.8
48
0
64
-
27.4
39.4
95.8
54
0
60
24.6
35.5
86.3
60
0
66
22A
32.3
78.4
66
0
72
20.5
29.6
71.9
72
0
78
19.0
27.3
66.3
78
0
18
108..
28.5
57.7
83.1
1540
18
160•.
D
24
19.9
43.3
62.3
150.0
24
D
30
15.9
34.6
49.8
136.3
30
D
36
28.8
41.5
113.6
36
42
-
-
24.7
35.6
97.4
42
48
21.6
31.1
85.2
48
64
19.2
27.7
75.7
64
60
17.3
24.9
68.1
60
66
15.7
22.7
62.0
66
72
-
20.8
56.8
72
19.2
62.4
78
HORIZONTAL MULLION
��GIAZING�
PRODUCT
GLAZING
3
IGLAZING
PRODUCT
_PRODUCT
TYPICAL MULLION ARRANGEMENTS
ARCHES TO BE INSCRIBED
INSIDE RECTANGULAR SWIPE
NOTE:
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION_ BETWEEN WIDTHS ALLOWED) .
WIDTH (yy)
AN 2
1
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PRODUCT REVISED
as complying with tha Florida
Building Coda
Acceptance No
Expiration Data /7
By
Miami` de Product
gj.
c
z;
1O m
a
M b
tJ
hpto
A
o
woof
Z
zd
34v
�
4
oo=
1n W S
\
0
.
O
e
z
E-
H
M
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1� z
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5
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ry k.,R°�
2X MULLION CLIP
6063-T6
'L
ix MULLION CLIP
6063-TS
NOTCH
DPnoNAZ
a
a t
NOTCH
FIIj' - OPTIONAL
ri 1�.125 MIN.
ANGLE CLIP
6063-T6
L A25 1Doo
- - .a62� b88 '{ d-- 12 1.000 t
t
.125 D62 I I .688 1
p"(Fr
S i
um+.000 '1151.7321
X 4 +A000bES 0 3'000 3.0003.062 0 2.688 rn �NTUB
3LLv 1
TYPICAL
LLION WINDOW FRAME = > i
z i
® .IBB .fog .ts6r1pp 1 X 3
X 6 t.06E FI162 STD. TUBE MULLION 1
TUBE 1 X a X 3
LLION 1 X 4 I 1 X 3 6063-T6 CUSTOM MULLIO
MN
6063-T8 CUSTOM MULLION 6063-76
6063-i 6063-T6
+ + Ixx; 2.168 in Ixx: 8 in! U
Ixx: 09 in. Ixx: 4.709 in. Ixx: 2.168 in.
3 3 3 Sxx: 1.445 in3 1.479 in3 . y
Sx 2.355 in. Sxx: 2.355 in. Sxx: 1.445 in.
100 NGE FRAME) (FLANGE FRAME) (FIN FRAME) ® H 0
c
ANDARD TUBULAR SHAPES
P. WALL a 125' ALL Z000 ! •r - N . 0
.LOY 6063-T6 ISBO I`y�dl
W e
G
ICAL
ZING N C
21NG PRODUCT __ W
.180 2A00 f F
4.000
N e
.000 tb25 •� `� .
6.000 �1z sALs. -
012' O.C. 4.000 A25
CnNTAINMR I.Is
1' v
SEE WINDOW OR DOOR APPROVAL FOR
FASTENERS SIZES AND SPACING
CLIP LENGTH
MULL
"
I"IV:
1 X 2
1.688'
1 X 3
21688-
1 X 4
31688-
E X 4
31.688-
2 X 6
' 5j'688'
1. ALL CLIPS AND. ANGLES ARE TO FIT
SNUG INTO TUBE MULLIONS.
2. WHERE ANGLES ARE INOT FIT SNUG
INTO TUBE MULLIONS, SEE OPTIONAL
ANCHOR DETAIL AT SHEET 9 OF 10.
PRODUCTREVISBD
u
ae complying with the Florida
2 X 6
2 X 4
DuildfogCOdo
Aeceptanco No
M
STD. TUBE MULLION
Expliatioe Dale
6083
6063-76
By
Ixx:19. 8
Ixx: 7.649 in
Miami ado Product
Sxx: .549 in.
Sxx: 3.825 ini
TAN ALUMINUM T B MU ION
CTIO d
I PROP I
U CHARTS AND GRAPHS AS FOLLOWS.
THESE MULLIONS ARE RATED FOR LARGE MI LE IMPACT
DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING.
AND CAN BE USED WITH ALL LAWSON'S MIA DE
USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD
COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS.
REQUIREMENTS.
USE CONNECTION TO MULLION AS PER PRODUCT
NOTES:
APPROVAL,
SPECIFY MAXIMUM SHIM SPACING.
1. REFER TO THE GENERAL NOTES ON SHEET
USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE
1 OF 10 FOR BUILDING CODE COMPLIANCE.
WITH DESIGN RATING -MORE THAN DESIGN LOAD SPECIFIED
2:- MULLONS MAY BE ORIENTED VERTICALLY -OR
IN STEP,1 A9QV,E.. -
HORIZONTALLY.
USING ANCHOi TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS
ON SHEET-9,' SELECt ANCHOR TYPE WITH DESIGN RATING
3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE.
ARRANGEMENTS OR STACK CONFIGURATIONS.
1�
a
Ith w
MULLSPAN.
1 X3
I 1 X4
2X4
2X6
Width w
MULLSPAN
1 X3
1X4
2X4
1 2X6
Width w
MULL SPAN
1 X3
1 1 X4
2X4
2X6
18
38-3/8"
150.0
150.0
150.0
15'0.0
18
74-1/4"
150.0
1 . "
150.0
150.0'
18
120"
44.0
150.0
150.0
p
m o p
e y
14 y
y .4 e r4
= Z
0 0 41
m W _ !
gZ3
0
0
z
O
a
Ix
0.
o
a
24
.0
150.0
150.0
150.0
24
139.5
150.0
150.0
150.0
24
33.0
116.E
150.0
30
150.
150.0
150.0
15'0.0
30
111
150.0
150.0
150.0
30
26.4
93.2
150.000
36
150.0
150.0
150.0
150.0
36
.0
150.0
150.0
150,0
36
22.0
77.7
150.0
42
150.0
50.0
150.0
150.0
42
79.7
150.0
150.0
15D,0
42
18.9
N41.
66.6
150.0
48
150.0
1 0
150.0
150.0
48
69.7
150.0
.150.0
150.0
48
16.5
3
149.754
150.0
150,
150.0
150.0
54
6 .0
134.6
150.0
150.0
54 •
-
51.8
133.160
150.0
150.0
150.0
150.0
60
5 .8
121.2
150.0
150.0
60
-46.6
119.866
150.0
150.0
150.0
150.0
66
5 7
110.1
150.0
150.0
66
.2.4
108.9
72
150.0
150.0
0.0
15b.0
72
48.
101.0
150.0
150.0
72
-
23.9
3 .9
99.8
78
150.0
150.0
15 0
150.0
78
42.9
93.2
150.0
150.0
78
22.1
35.'
92.1
18
150.0
150.0
150,
150.0
18
128.4
150.0
150.0
150.0
18
33.1
71.9
116.8'
150.0
24
150.0
150.0
150.0
150.0
96.3
150.0
150.0
150.0
24
24.8
53.9
87.6
150,0
Z
U)
30
36
150,0
150.0
150.0
150.0
30
77.1
OID
150.0
150.0
30
19.9
43.1
70.1
150.
m 0.
150.0
150.0
150.0
150.0
36
642
1 .5
150.0
150.0
36
16.5
35.9
58.4
.0
42
150.0
150.0
150.0
X50.0
42
55.0
119.
150.0
150.0
42
-
30.8
50.0
8.5
E'
48
60.618"
150.0
150.0
150.0
Ao.v
48
84"
48.2
104.6
150.0
150.0
132"
27.0
43.8
1 .5
.
� w
54
150.6
150.0
150.0
is).0
64
42.8
93.0
150.0
160.0
64
24.0
38.
10 0
z
q
60
150.0
150.0
150.0
0.
60
38.5
83.7
35.9
150.0
80
21.6
.0
®
z
66
147.7
150.0
150.0
150.
66
35.0
.76.1
1 .8
15
66
19.6
31:8
72
135.3
150.0
i50.D
150.0
72
32.1
89.7
11 3
D.0
72
18.0
29.2
A54
78
124.9
150.0
150.0
1500
78
29.664.4
104.
150.0
78
16. _
28.9
W18
150.0
150.0
150.
150.0
18
86.0'
150.0
150,
18
24
150.0
150.0
15 0
150.0
24
64.5
140.1
1 0
150.0
160.0
24
25.5
19,1
.4
41.5
89.9
67.5
150.0
`
30
150.0
150.0
1 O.0
150.0
30
51.6
112.1
50.0
150.0
30
15.3
33.2
54.0
138.H':`
V N
q
36
42
150.0
150.0
50.0
150.0
43.0
93.4
150.0
50.0
36
27.7
45.0
115.5'S
]
L
a
150.0
150.0
150.0
150.0
36.9
80
130.1
0.0
48
67"
gN48
1
42
23.7
38.5
99.0 -
Q
150.0
150.0
150.0
150.0
96"
32.3
.1
113.8
15 0
48
144"
20.8
33.7
86.6Z64
137.0
150.0
150.0
150.0
28.7
82.3
1b1'.2
150.
54
18.5
30.0
77.0
60
123.3
150.0
150.0
15 .0
25.8
66.1
91.1
150,0
60
-
16.6'
27.0
69.3
66
112.1
150
150.0
150.0
66
51.0
82.8
15 0.0
66
15.1
24.5
63.0
72
102.8
15 .0
150.0
150.0
72
1.5
46.7
75.0
150.0
72
-
22.5
57.8
%
a
78
94.8
1 .0
150.0
150.0
TB
19.9
43.1
70.0
150.0
78
-
-
20.8
53.3 -
18
150.0
0.0
150.0
150.0
18
60.4
131.2
150.0
150.0
18
22.6
49.0
79.6
150.0::
$
y
24
150.0
50.0
150.0
150.0
24
45.3
88.4
150.0
150.0
16.9
36.7
59.7
150.0;"!
`
8
30
150.0
150.0
150.0
150.0
30
36.3
78.7
127.9
150.0
3
29.4
47.7
122.6'
1
36
150.0
150.0
150.0
160.0
36
30.2
65.6
106.8
150.0
36
24.5
39.8
102.2
42
130.5
150.0
150.0
150.0
42
22.7
91.9
150.0
42
-
21.4
m
o
0
48
63"
114.2
150.0
150.0
150.0
48
108"
22.7
49.2
49.2
79.9
150.0
48
160"
18.4
29.8
29.8
76.6
76.8
c
I
54
101.5
150.0
150.0
150.0
64
20.1
43.7
71.1
150.0
64
16.3
26.5
68.1
_
60
91.3
150.0
150.0
150.0
60
39.4
64.0
150.0
60
-
23.9
61.3
p
z
z
66
83.
150.0
150.0
160.0
66
�Iffl
35.8
58,1
147.0
66
21,7
55.7
A..
$
72
78.
142.4
150.0
150'.D
72
32.8
53.3
134.8
19.9
51.1
78
70.
131.4
150.0
150.0
78
-
30.3
49.2
124.4
78
18.4
47.2
HORIZONTAL MULLION
A�o�
.Z
44 0
VERTICAL
MULLION
Z
GLAZING
PRODUCT
GLAZING
PRODUCT
0
a
N
- -
%'&'A ING
PRODUCT
3
N
3
GLAZING
GLAZING
-PRODUCT
PRODUCT
TYPICAL -MULLION ARRANGEMENT• S
s
�mN00c,', ••p,�V� rk.
•
ARCHES TO BE INSCRIBEDi
INSIDE RECTANGULAR SHAPE
O,Q� LL
tj mco C4 O
NOTE:
N 4
••W * G
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
PRODUCT REVISED
Ffmida
O
yo_c N ° �'
VERTICALLY OR HORIZONTALLY.
mwmplyingwith the
(INTERPOLATION -BETWEEN WIDTHS ALLOWED)
-
'wz
- AccepltaitmNo !7 -
Ex Nation Date
fi' ��e�0'••,•• 0
* ••
P
WIDTH (W) --"� w1 •+
A��Ta�,,,,
0. ,.. _
W1 I. W2 1MULUON 9PAN��9PAN�� 2
1 1/4" MIN.
5/16' TAPCONS
5/16' TAPCONS
MIN. EDGE DIST.
2-3/16" CONCRETE OR
-1/2" MIN. WOOD PENETRATION
t PER CLIP (1 ON EACH WWC)
-1/2- MIN. WOOD PENETRATION
I PER ANGLE
4"
OLLOW BL
CK
t
1
5/16' TAPCONS
5/18" TAPCONS
3/4"
1-3/4' MIN. EMBED IMO MASONRY 1-3/4- LON. EMBED INTO MASONRY
4 PER CUP (2 ON EACH WING)
2 PER ANGLE
MIN.
CIS
I 1
1
I
O C .
IL -A
1% FLOATING
11 it
I I I I
2 X 2 x 1/8-
2 7/16"
it
0 II
II II
11
II tl
I I I I
O o Z i
In ,•t = '
t0 9 a Q
CUP
I I 11
ALUM ANGLE
MIN.
II
I
I I I I
II It
2 BY
WOOD BUCK
1 1
1 I
I
U U
I I
'
--'----------
1 BY
W000 BUCK
'J.
,J
P I
1% FLOATING CUP
I I I I
I I I I
2% 2 X LE
ALUM ANGLE
)
I
U U
;
5/16' TAPCONS
ANCHORS TYPE V (INTO
BLOCK)
�
-,/z• MIN, wooD PENETRATION
Z
1 PER ANCL
ANCHORS TYPE 'G' (INTO CONCRETES
't
-
ALL CUPS AND ANGLES TO FIT.SNUG
4 ANCHORS THRU 1X BUCK
INTO CONCRETE OR BLOCK
1
i
INTO TUBE MULLIONS.
1 %4" & 2"x4" MULL
(n
TAPCONS MAY BE HEX OR
FLAT HEAD.
:a
c
W 1
MIN. EDGE DIST.
EI
n II
2-3/16" CONCRETE OR
o
i
4" HOLLOW BLO K
5/16" TAPCONs
5/16- TAPCONS
]
I
1-3/4' MIN. EMBED INTO MASONRY 1-3/4' MIN. EMBED INTO MASONRY
2 BY
I 1 1
I
2 >4
2 X 1/8-
2 PER CLIP (1 ON EACH WING)
1: PER ANGLE
WOOD BUCK
11 11
u
ALUM
ANGLE
a
IU
•
I \z
T
,•
I
1 T
ALL CLIPS AND ANGLES TO
FIT SNUG
f
i� `�
is
"t f
TE
INTO TUBE MULLIONS.
•1
~°
IN
TAPCONS MAY BE HEX OR
FLAT HEAD.
1'
t
•,k'
ANCHORS TYPE 'A'
2 ANCHORS INTO WOOD
11 11
11 if
III
e
---------
WOOD BUCK
.11
j' l
1% FLOATING CLIP
11
2 % 1/B'
ALUM ANGLE
y
5/16' TAPCON.
5/16' TAPCONS
N
I
I
I I
U LI
c
1-1/2' MIN. WOOD PENETRATION
4 PER CLIP (2 ON EACH WING)
1'
r1 1/2• MIN. WOOD PENETRATpN
2 PER ANGLE
\
1
1
1
1
I I
I I
1 I
I I
yy
L
\Z
I 1 .-�
NZ
^
' '
•• •� .�T I �z
1"1 g
�' i •� .
ANCHORS TYPE 'C' (INTO BLOCK
ANCHORS TYPE 'F' (INTO CONCRETE%)
2 ANCHORS THRU 1X BUCK
a�
a
�5
'•.,
I
I 1
I I
II II
1
INTO CONCRETE OR BLOCK
e: p .• .
.
if
I
. Z
� �
y oy
x 1 1/4' MI ii
IL-OI
I
I 1
'�
•
ColoNN
0
�S
----
-------- - FLOATIND
•
CUP
I I
I I I I
z x 2 x 1/8'
ALUM ANGLE
1 1
1
W
N
2 BY I I
WOOD BUCK I- 1
- -
U U
1 1
- - -
1 1
1 - 1
- -
wecunplyinBgw'01ilmP1mth
- Z O -
vI
9O
4
1✓
m
-------
1 1 I I
1------ I --- ---- - - ----
--
I 1
-
-------------I-
I-----�------
-I ---
I 1
--------_Building Coda- ----�
Aeeenl. m No
�j 5
of
}�
ExDiretion Dote 17
•'•
ANCHORS TYPE 'B'
4 ANCHORS INTO WOOD
,
ANCHOR' LOCATION
pa 1 wa ct
A. e/•
MIN. EDGE DIST. 5/16' TAPCONS 1
2-3/16" CONCRETE OR 1-3/4' MIN. EMBED IN70 MASONRY 3-3/4"
4rHOLLOW
BLO
K 4 TOTAL (2 ON EACH WING)
MIN.
•1. t '
I NI
�
• •
I' l • t •. •
•I •
M �
L.
I ,
1
I I
I1
I I I
I I 1 1
i 2 -7/16" i
17
MIN.
2.4 or 2x6 Mull
I I I I
2 X2X 1/4•
________J
I I
I I
I I
LJ LJ
1 I
1 I
I I
AWL ANGLE
CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY
TO BE PROTECTED
WITH ALKALI -RESISTANT COATINGS, SUCH AS
PAINT OR
WATER -WHITE METHACRYLATE LACQUER.
iBITUMINOUS
MIN. EDGE DST.
2-3/16" CONCRETE
OR
4" HOLLOW BLO
K
4
�o
\Z
LOCATION OF SCREWS CONNECTING
ANGLES TO TUBES WHERE ANGLES
ARE NOT FIT SNUG INTO TUBE
MULLIONS.'
1 I
I
1
I
O
L_
_________
_
5/I6' TAPCONS
I
1-3/4' MIN. EMBED INTO MASONRY
p pEgl aryl
2"PER ANGLE
2 X 2 X 1(8'
ALUM ANGL
OPTIONAL ANCHOR DETAIL
MIN.
ANCHORS INTO CONCRETE OR CEMENT BLOT
Q
CLIP LENGTH
MULL
"L"
1 X 2
1.688,
1 X 3
2.68B'
I X 4
3.688'
2 X 4
3.68B'
2 X 6
I 5.688'
1. ALL CLIPS AND ANGLES ARE TO FIT
SNUG INTO TUBE MULLIONS.
2. WHERE ANGLES ARE NOT FIT SNUG
INTO TUBE MULLIONS, SEE OPTIONAL
ANCHOR DETAIL AT SHEET 9 OF 10:
A 14 S.M.S.
2/ CHANNEL TUBE MULLION
J12 F.H. SALS.
2/ SIDE I
1/8' THICK ALUM CHANNEL
LENGTH TO FR SNUG -
WTO MULLION TUBE MULLION
TUBES MAY BE NOTCHED I I
AS SHOWN TO ALLOW INSTALLATION I I
OF CUP ANGLE
CAULK JOINT AFTER ASSEMBLY
B14 FH SUS
2 PER CLIP
ACCESS HOLE 1-1/2' O.G LUN.
INS SCREW CAN BE I I
INSTALLED IN EITHER-
DIRECTIONI I f12 FH SMS j I
�p IA i 1l 2 PER O.G. CN N. i
1
1-3/4' X 2' X 1/8' (FOR 20Y TUBE)
3/4' X 2' X 1/8' FOR (1BY TUBE)
ALUM ANGLE
CUT 70 FIT SNUG INSIDE TUBE
ANCHORS TYPE III
METAL 70 METAL CONNECTION
USE CHARTS FOR ANCHOR TYPE '1' 70 VERIFY CAPACITY OF CONNECTION
PRODUCT RBVISED
Its complyLllg with ft FlIMidO
ALL CLIPS AND -ANGLES TO FR ljulld"ulg Code
SNUG -- AeceplAnaeNo 2'
INTO TUBE MULLIONS.'
CxpimlLonllete
YAPCDNS MAY'-6E HEX OR FLAT HEAD.
T
' o
41 UJ
q N
M N. EDGE DISL
MIN. EDGE DIST.
5/i6' TAPCONS 2-3/1,6" CONCRETE OR
2-3/16- CONCRETE OR 1-3/4- MIN. EMBED INTO MASONRY 4" JOLLOW B )CK 511V TAPCONS 5/16- TAPCONS 4.. HOLLOW BLO K 2 PER CLIP I ON EACH WIND) 5/16- TAPCONS
1-3/4- WIN. EMBED INTO MASONRY 1-3/4• MIN. EMBED INTO MASONRY 1-3/4- MIN. EMBED INTO MASONRY
I PER ANGLE 3/4" 4 ;ER CUP (2 ON EACH WING) 2 PER AN 0.
MIN.
00
In
t
o c
N N 00
II 11 CONCRETE OR CONCRETE ORI O.
CONCRETE OR CEMENT BLOCK L
2 X 2 X 118- CEMENT BLOCK 2 X 2 X 1/8'
---------- M BLOCK It 11 ALUM ANGLE 11 11 ALUM ANGLE 0 CEMENT U u Lj
I FLOATING CLIP AT NG CLIP LI lc�
MIN.
I —
3 1114"
MULL MIN.
MULL -
EACH WING)
u
ANCHORS TYPE (INTO BLOCK)
ANCHORS TYPEQ (INTO BLOCK p
U)
c
ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE 'Q' (INTO CONCRETE)
2 ANCHORS INTO, CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK
I'x4" & 2"x4" MULL Vil E
ALTERNATE
ANCHOR LOCATION
MULL
MULL a .
T_tT
11
FLOATING CLIP
-------------
L 1�
If
If-11
cq
CONCRETE OR
CEMENT BLOCK
1
I
II II
Al
X
5/16- TAIRCONS
�"•I
-3/4- MIN. EMBED INTO MASONRY
5/116 . IAPIONIN
I A 2 PER CLIP (I ON EACH WING) I
1-3/4 MIN. EMBED INTO MASONRY
;ER
0S S
4 CUP (2 ON EACH WING)
I
212 PER"ANCLE
h 11,
ALL CLIPS AND ANGLES TO FIT SNUG
INTO TUBE MULLIONS.
TAPCONS MAY BE HEX OR FLAT HEAD.
-pR&mcT REVISED.
vsconipIyingvAIhthcFI9.dd&
CUPS OR ANGLES CONNECTED- DIRECTLY TO MASONRY TO BE PROTECTED
WITH ALKALI -RESISTANT COATINGS, SUCH AS BITLIVINOUS PAINT OR
TAN
Ac" 0
P
S/1 TAPCONS
WATER -WHITE METHACRYIATE LACQUER;
1-3/4- MIN. EMBED INTO MASONRY
1 PER ANGLE
w
z
0
E-
o
0 U. Q.
cc: ZA
MIN. EDGE DIST.
2-3/16 ..CONCRETE OR
4" HOLLOW BLO K 3-3/4" 5/16- TAPCONS
MI 1-3/4' MIN. EMBED INTO MASONRY
•4 PER CUP (2 ON .. WING)
%.
CLIP
LENGTH
MULL
'L'
2 X 4
3.688,
2 X 6
5.688'
MIN. EDGE DIST.
2-3/16' CONCRETE OR
5/15' TAPCONS
1-3/4- MIN. EMBED INTO MASONRY
4 PER CUP (2 ON EACH WING)
to
it
U) w
2
_�j I I I BY'l co I
2XQ MULL DpB" TAPCONS WOOD SUCK
1-3/4 MIN. EMBED INTO MASONRY //-2X6 MULL () 5/16' TAPCONS
----------------------------- 4 PER CLIP 2 ON EACH WINGLEN INTO MANRY
SO
1 3/4' 4 PER4' CLIP (2 ONEMBED EACH WING)
MIN. --------------- 1 3/4-
MIN.
3/4"
O + 2X6 MULL
216 MULL
75
CLIP LENGTH
MULL
"L"
2 X 4
3.688'
a x 6
5.6BB'
2X6 MULL
—7—
u
(D- . �41
3-a/4"
MIN.
ANCHORS TYPE 'E' (INTO BLOC
5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG
\, BY INTO TUBE MULLIONS. ANCHORS TYPE 'H' (INTO CONCRETE) WOOD BulceyK
ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT HEAD. 4 ANCHORS THRU IX BUCK
OR
ANCHORS TYPE 'H' (INTO CONCRETE) CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE 2"X6" MULL SHOWN
BLOCK
WITH ALKALI -RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR
ANCHORS INTO CONCRETE or BLOCK
2"X6" MULL SHOWN WATER -WHITE METHACRYLATE LACQUER.
PRODUCT REVISED
0 " " with hoFwda
.1,10E.P.98b " A)17n 11
5!
to U.
cli 0
LO
38 318 1 66 1 132 1 150 1 150-1 150 150 _ 750 1 150 1150 1 741,14 1_34 1_ 69 1 78 1 11B I 150 W 1 132 1 15D 1 93 F-451 12D
48
50 518
50
100
115
150
150
128
150
15D
1137 1
48
84
60
69
104
138
77
116
150
83
48
132
64
44
89
102
150
150
114
150
150
122
64
53
61
82
123
69
1D3
137
73
S4
804080
92
138
150
103
150
150
110
60
r330
4B
55
W
111'
@
93
124
68
60
683673
W
128
160
93
140
150
100
68
44
60
76
101
6385
112
80
66
72
33
87
76
115
150
85
129
150
191
72
40
46
89
92
82
78
103
65
n78
31
81
71
108
141
79
119
160
184
78
37
43
64
85
49
n
a5
51
78
18
118
150
150
150
150
150
150
150
1150
18
70
14D
150
150
16D
150
150
150
150
18
24
89
ISO
150
150
150
450
150
150
I150
24
53
105
121
150
160
135
150
150
145
24
30
-
71
142
150
-160
150
150
150
150
1150
30
42
84
97
146
150
108
150
150
118
30
36
69
11a
138
150
160
150
150
150
1150
38
35
70
a1
121
150
E)
139
150
96
38
42
51
101
118
150
150
130
160
150
139
42
30
W
89
104
138
77'
118
150
83
42
'
48
57
44
89
102
.160
150
174
150
150
122
48
96
28
53
01
81
121
ea
102
135
n
48
144
.
64
39
79
91
138
150
101
150
150
1108
54
23
47
54
81
108
60
90
120
64
54
60
35
71
B2
123
150
BI
137
150
97
60
21
42
48
73
97
54
81
108
58
60
66
32
64
74
111.
148
83
125
150
189
66
19
38
44
88
Be
49
74
98
63
66
72
30
59
68
102
138
78
114
150
181
72
18
35
40
61
81
45
W
90
48
72
78
27
55
W
94
125
70
105
140
175
78
18
32
37
50
74
42
63
83
45
78
18
107
15D
150
150
1 150
150
15O
150
1160
18
62
125
143 1
150
150
150
150
150
150
18
24
80
12
150
150
150
150
160
150
i150 1
24
47
94
108 1
150
150
120
150
150
129
24
30
64
128
148
150
150
150
150
150
1150 1
30
37
75
68
129
150
95
145
150
103
30
36
53
107
123
150
150
137
150
150
1147
36
31
62
n
108
143
ID
121
150
as
36
42
46
92
105
160
ISO
118
150
150
112B
42
27
53
81
92
123
69
103
137
73
42
48
63
40
80
92
139
150
103
150
150
110
48
103
23
47
54
81
108
GO
90
120
64 1
48
150
64
36
71
82
123
150
92
138
150
198
S4
21
42
48
n
90 1
67 1
80
107
57 11
54
60
32
64
74
111
147
82
124
150
I88
601
19
37
43
65
88
48
72 1
95 151
60
ANCHOR
TYPES
and SUBSTRATE
A
B
C
D
E
F
I G
1 H
1 1
M.
M
8k
Rk
Bk
CGnc
I Oxlc
I Coro
I NIL
56
112
129
150
1 150
144
150
150
150
42
84
97
148
1 150
108
150
150
116
34
67
77
118
1 150
87
130
150
93
28
56
85
97
1 129
72
109
144
77
24
48
55
83
1 114
62
93
124
66
21
42
48
73
97
54
81
108
58
19
37
43
85
88
48
n
90
51
17
34
39
68
77
43
65
87
46
15
31
35
53
70
1 33
1 59
79
1 42
14
28
a2
49
85
33
54 '
n
39
13
25
30
45
80
33
50
67
38
51
102
117
150
150
131
160
150
140
38
77
88
132
150
all
148
150
105
31
81
70
106
141
79
118
150
84
26
51
59
88
117
66
99
131
70
22
44
50
76
101
56
85
112
60
19
38
44
66
1 88
49
74
98
53
17
34
39
59
78
1 44
1 W
87
1 47
15
31
35
53
70
39
59
79
42
14
28
32
48
64
33
54
n
38
13
28
29
44
59
33
49
69
35
12
24
27
41
54
30
46
61
32
47
94
108
150
150
;.120
150
150
129
35
70
81
121
150
"w 90
136
160
96
28
58
65
97
1 129
,a 72
109
144
77
23
47
54
1 81
108
` 60
90
120
64
20
40
48
1 69
92
52
1 78
103
55
18
35
40
1 61
81
,'•; 45
W
90
48
18
31
38
1 54
72
40
60
60
43
14
28
32
49
65
a; 38
54
72
39
13
26
29
44
59
i5_33
49
68
35
23
27
40
54
,30
45
60
32
H112
1
22
25
37
50
,t23
42
55
30
45
90
103
150
150
�'115
150
150
123
34
67
77
116
150
187
130
160
93
27
54
62
93
124
`89
104
138
74
22
45
52
78 1
103
58
87
115
82
19
38
44
67
88
49
74
89
53
17
34
39
58
77
43
65
87
48
'IS
30
34
52
69
39
58
77 1
41
13
27
31
47
62
35
52
69 1
37
a8 29 58 07 101 134 75 113 150 ISO 68 17 34 39 59 78 44 8/ 47 66 12
72 27 63 61 92 123 W 103 137 173 72 18 31 38 64 72 43 60 80 43 72 11
78 25 48 57 85 113 ® BS 127 168 7a 14 2B 33 50 1 88 37 1 58 1 74 I40 78 10
ANCHOR/cup ANCHOR/CUP r-NORIIONTAL ANCHOR CLIP NOTES:
MULLION
VERTICAL
Z
0
MULLION
GLAZING
GLAZING
PRODUCT
PRODUCT
F
ANCHOR/CU
j
f'
t
a
N
GLAZING
y% PRODUCT
`I�
3
0
'GLAZING
GLAZING
7
PRODUCT
PRODUCT
3
¢�
U
ANCHOiCUP
HORIZONTAL MULLIC
SPAN
NG M NTS
i
1. FOR CLIP TYPES AND ANCHOR -CONDITIONS REFER
TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES.
2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE
3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN
THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING.
4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
LOCATIONS AT HEAD, SILL OR JAMB ENDS.
S. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED.
14
Ztl
42
56
31
47 1W
34
t
28
39
52
29
43
as
31
?1 1
24
38 1
48 1
27 1
40 153
28
y i
I
a
•o
.
0 ,
4, U)
PRODUCT REVISED
w complying with the Florida
•,
Co do 'OI
AccepI- No
A!
Bz ilotionD4la �7
'•,
x •....••'
-
Dy
_
Fa Ap0j,I0' pp\\
Miami nde Product
i