HomeMy WebLinkAboutProduct Approval }
y
,I
M I®DADS
MIAMI—DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATOR'AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE CNOA) www.miamidade.govleconomv
AWP Windows and Doors,LLC _T
8130 NW 74te Avenue
Medley,FL 33166
SCOPE:
Tis NOA is being issued under the applicable.rules and regulations governing the'use of construction
materials. The documentation -Aubmitted has been reviewed and accented by Miami-Dade County RER-
Product Control Section to be used in Miami-Dade County and other-ai-eas where allowed by the Authority
Having Jurisdiction(AHJ).
Ihis NOA shall not be valid after the expiration date stated below.The l iiami Dade County Product Contr6l.
Section(In Miami-Dade Count,)and/or the AHJ(in areas other than Nbami--Dade County)reserve the right
to have this product or materiel tested for quality. assurance purposes. If this product or material fails to
perforer,
m in the accepted mann ,the manufacturer wilt incur the expense of such testing and the AHJ may
immediately revoke,modify, or suspend the use of-'such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Nli:ami-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 o comply with the Florida Building
Code including the High Velocity Hurricane Zone.
D;FROVAL
SCRIPTION:Series 11300�linpact View"Aluminum Fixed Window-L.M.I.
DOCUMENT:,Drawing No.W03-39, titled "Series `3. 0 Impact View' Alum Fixed.Wdw.
(L.M.I.)", sheets 1 through 6 of 6,,dated 06/10/03,with revision I dated 02/09/16, prepared by Al-Farooq
Corporation, signed and sealed.by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control
-Revision stamp with the Notice.of Acceptance number and expiration date by the Miami-Dade County.
Product Control Section. -k
SSILE INTACT TING:Large and Small Missile Impact Resistant.
ABELING: Each unit shall bear a permanent label with the rnanu acturer's name or logo, city; stag,
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 mianufacture of the product or process.M`Iuse of this NOA as an endorsement
of any,product,for sales, advellising or any other purposes shall auton 4tically terminate this-NOA.Failure
to comply with-any section of flus NOA shall because for terminatipn artd removal of NOA.
ADVERTISEMENT: The NOA number. preceded by the words (Wanri-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 1 lie 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 No.13-0326.08 and consists of this page 1 ;ind 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.15-0602.05 I
MIAMFDADE COUNTY Expiration Date: March 04,2019
I f 2�1 Approval Date: February 18,2016
2 Page 1
AWP Windows and Doors, LC
NOTICE'OF ACCEPTANCE: EVIDENCE SUBMITTED
A.! DRAWINGS
1. Manufacturer's die drawings and sections. _
(Submitted under NOA No. 03-0710.01)
2. Drawing No. W03-9, titled "Series 300 Impact View Alum Fixed Wdw. (L.M.I.)",
sheets 1 through 6 of 6, dated 06/10/03, with revision H dated 12/04/15, prepared by
Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. TESTS
1. Test reports ori: 1)Air Infiltration Test,per FBC,TAS 202-94
;'2)Uniform Static Air Pressure Test,,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94 .
4)Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of a series"Impact View"
aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test
Report No.FTL-8479,dated 01/14/16, signed and st=aled by Idalmis Ortega,P.E.
2. Test reports ori: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure_Loading pi; FBC,TAS 203-94
along with marked-up drawings and installation diagram of a series "Impact View"
aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test
Report.No. FTI.-3467,dated 03/31/03,signed and sealed by Joseph C. Chan;P.E.
(Submitted under NOA No. 03-0710.01)
3. Test reports on: 1)Uniform Static Air Pressure Testis-Loading per FBC TAS 202-94
.2)Large Missile Impact Test per FISC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with maked-up drawings and installation diagram of a series "Impact View"
aluminum fixed.window, prepared by Fenestration Testing Laboratory, Inc:, Test
Report No. FTL-3553, dated 03/31/03, signed arid sdaled by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-0710.01)
C. CALCULATIONS:
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition 2014), prepared. by Al=Farooq Corporation, dated 04/24/15 and revise=on
, signed and'sealed by Javad Ahmad,.P.E.. :.
2. Glazing complies with ASTM E1300-09 �-
^ Afanuyyl'Jse ez,P.E.
Product Contl•ol aminer
NOA No.154602.05.
Expiration Date: March 04,2019
Approval Date: February 18,1616:
� E-1
ANCHORS
NA
TYPICAL SCH
TYPICAL ANCHORS - TY1�
SEE ELEV. EE ELEV.
FOR SPACING
FbR SPACING XP__
WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWSwooD sodic METAL EDGEMUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM, _ tl,� EDGE DIST: DIST
STRUCTURE AND TRANSFER THEM TO THE BUILDING STRUCTURE. _4� I
TYPICAL ANCHORS: SEE ELEV.FOR SPACING 0 0 o u
Ed
1/4" Dte ULTRACON BY 'ELCO' (Fu=177 KSI,Fy-155 I(SI)
1 1/4' DIA TAPCON WITH ATT BY ITW (Fu=125 KSI, Fy=100 KSI) Q N m LL
I.
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES C1�Id.1
O _ 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) C
3 n THRU 1BY BUCKS INTO CONC. OR MASONRY ati
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) Zo
it II TYPICAL ANCHORS-
IIIIII IIIIII -- j I MNMI- —n 1-1/4' MIN. EMBED INTO MASONRY (JAMBS) to
SEE'[LEV. QuJ'Z-to Om
4_� o
FOR=SPACINr ZL
F�=
I
n
�s
m 0
iz { J
Pb a
a �
Ooh � u
otdap
�gT;
pO W
1/4"SHIM Q
TYPICAL ANCHORS MAX. O°A�N y
SEE ELEV. 0'K Z
FOR SPACING O U1
CI4" TYPICAL ANCHORS II4"MAX' u'W u.
D.L.DLOPG.
SHIMS SEE ELEV. SHIM '1 OVZ'
_ - FOR SPACING W Q W OMi f
1
4 mo
U
1�2"
TYPICAL ANCHORS P3 m
_ SEE ELEV.
FOR SPACING 8 o
2BY ODD BUG ___-____---_ - -_ - - O
p ___ _ _ - - O
OO STRUCTURE l vo w METAL O
STRUCTURE
Q;ID
6 I S (A H M n
1 EXTERIOR v p $n m
Z
a
• Ir, WINDOW WIDTH � �Y O
aMW
g a
.02
MIAMI-DADE COUNTY 9
APPR,D MULLION TYPICAL ANCHORS
SEE SEPARATE NOA SEE ELEV.FOR SPACING - 9
I I I
If 1II - w
I �
a�
11 11
I 1
II it o.- e o
m
I L___11s
a
Enc,.JAVAD AHMAD o s 9
us n
FIA. CML
PRODUCT REVISED 70592
cmplyigwiOs the Florida 38
WINDOW WIDTH WINDOW WIDTDulJig 0
60 OJ
'cceplmNo 5 o 'n
T
O
. drawing no.
°' ► 0 9 2D16 W03-39
,Nnmi c cProductConro ,
• � sheet 5 of 6
.. ._. - 0 -
- .• 37,'8M. PART/ {ittANTtTY•. DESCRIPTION MATERIAL MANF.j"UPFL3ERjREMAR3TS �U }
1.495 .521 .94 1 YE-88 4 WINDOW FRAME 8083-TS - m
to
2 YE-1405 AS REODt GLAZING BEAD(.LAM.GLASS)(OPTIONAL) 6063-TS - p
2A YE-45 AS REQS. GLAZING BEAD(INSUL LAM.CLASS) 6063-T5 - 3
.755 .045 693 3 YE-616 4 COVER PLATE 6063-T5 - Q
4.. YH-1465 4 FRAME CORNER KEY 6063-15 -
,891 6 YH-622 AS READ, GLAZING VINYL VINYL SUl1NAN 0
3.346 __`If 6 YF'-10 2j CORNER FRAME ASSEMBLY SCREWS - j8 X 1'PH SMS 4OG.0 g. U
.085 7 AS REOD. SETTING BLOCKS EPOM DVROMETER 80f5 SHORE A d 18GddVI �2U
055 Q yi M yC
2.864 _ 6 C)p itFI-
Q WINDOW FRAME Q a a g
ca
500
,817 .04 ^-•65
�.66GL R
m
C^2J cLAZINC DEAD (t+Ia, cutss) o
�G
.762 `.6 0 i 4"0
.045 --
—.674 WELDED JOINTS C3 U-m
AT CIRCULAR QQ
® ( - WINDOWS
0 n
cLAZINc BEAD (INsut. 1 r.4. cLAss) ¢�P
I
U1.
CIRCULAR WINDOWS RECT. OR SQUARE WINDOWS d 3 g
TYP. CORNER DETAILS a
y-_ e
m
o�h
a a
s ��ass
g �
' En9r.JAVAO AIiMAU e o
CML
PRODUCTREVISF.D FIA
C.CAN. 70592
m comply8ig wi01 llhe Florida '
238
Lleildhig Co doC b
AcceplanceNo 1 5 ` 0 U 6 1Oe 2 t 0 U J v
.G oon Oatc� 2010--
-drOwing—no.- -
-- — Aoml adaPFod6Ctconl -
sheet 6 0(6
Florida B�ilding Code Online Pagel of 2
y
car
r
F1oii6 QE0:3IIIT6td SCIS Home Log In ;User RegistlC'don Hot Topics Submit Surcharge I Stats&Facts ; Publications-) FBC Staff ( BCIS Site Map E Links Search j
Bfntio
QQC Product Approval
4.a USER:Public User
Regufatioh
Product Approval Menu>Product or Aoplfcatlon Search>Application Lht>Application Detail
FL# FL18427
Application Type New
Code Version 2014
Application Status Approved
Comments
Archived ❑
Product Manufacturer '" AWP Windows and Doors,.LLC/formerlyTruilte
Address/Phone/Email 8130 NW 74th Ave
Medley,FL 33166
(305)887-2646
gberos@awplic.com
Authorized Signature Gerardo Beros
gberos@awpllc.com
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Lkensed
Florida Professional Enginaer
® Evaluation Report-Hili dcopy Received
Florida Engineer or Architect Name who developed ]avad Ahmad
the Evaluation Report
Florida License PE-70592
.Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract:Expiration Date 12/31/2016
Validated By esus onza ez,P.E.
2 Validation Checklist-Hardcopy Received
Certificate of Independence,: FL18427 RO COI SS-Aluminum Tube Mullion fLMII-CI 2014.odf
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
http://W ww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ,; tDgsGsvRHsb6W7... 1/14/2016
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 08/31/2015
Date Validated 08/31/2015
Date Pending FBC Approval,. 09/05/2015
Date Approved 10/16/2015
Summary of Products
FL# Model,Number or Name Description
18427.1 Series Aluminum Tube Mullion Large missile im0act resistant aluminum tube mullion,
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL18427 RO II SS-Aluminum Tube Mullion(LMI)Dwg
Approved for use outside HVHZ:Yes M15-07.Ddf
Impact Resistant:Yes ' Verifled By:Jawad Ahmad PE#70592
Design Pressure:+140/-140 Created by In6pendentThird Party:Yes
Other:See drawing M15-07 for span vs load combinations Evaluation Reports
and installation details. FLIS427 RO AE-SS-Aluminum Tube Mullion(LMI)-PAE
2014.pd
Created by Independent Third Party:Yes
Bads Nest
S41JLyLLJJB
::1940 North Monroe Street•Tallahassee FL 32399 Ehone:850.487-1824 '
The State of Florida Is an AAIEEO employer.Coovriaht.2007-2013 State of Florida.::Ed9acv 5jd§ ent::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 mall to this entity.Instead,contact the office by phone or by traditional mall.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 emalls provided may be used for official communication with the licensee.However'emall 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
yif Chapter 455,F.S.,please click hgEL.
Product Approval Accepts:
® -hk ® 4
i
C
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param--wGE'VXQwiDgsGsvRHsb6W7... 1/14/2016
DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY- PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) u o
WINDOW DIMS. WINDOW DIMS. WINDOW DIMS. - VERD�y 11 4
1X2' 1X3 1 X4 2X;4' 2X'8 1X2 1 X 3 1 X 4 2 X 4 2 X 6 1 X 2 1 X 3 1 X 4 2 X 4 2 X 6 �Y
WIDTH(W) MULL SPAN STD. STD. STD. STD. STD. WIDTH (W) MULL SPAN STD. STD. STD. STD. STD. WIDTH (W) MULL SPAN STD. STD. STD. STD. STD. TMUWON i
- 19-1/8" 140.0 140.0 140.0 140.0 19-1/8' - 51.5 110.4 140.0 140.0 19-1/8' - - 28.5 41.6 115.6 Z
GLAZING GLAZING O a Z m o
26-1/2" 136.2 140.0 140.0 140.0 140.0 26-1/2' - 77.2 79.7 116.4 140.0 26-1/2" - - 20.5 70.0 87.4 PRODUCT PRODUCT 3 a. 0
30' 120.3 140.0 140.0 140.0 140.0 JO - 32.8 70.4 102.8 140.0 30" - - - 26.5 73.7 rn Q
37' 97.6 140.0 140.0 140.0 -140.0 - 37" - 26.6 57.1 83.4 140.0 37° - - - 21.5 59.8 O o
42' 85.9 140.0 140.0 140.0 140.0 42" - 23.4 50.3 73.5 140.0 42• - - - - 52.6 0 W
48 8-3/8° 75.2 140.0 140.0 140.0 48" 84' - 20.5 44.0 64.3 140.0 48' 132• - - - - 46.1
5J-1/8" 67.9 139.8 140.0 140.0 140.0 53-1/8' - - 39.7 58.1 127.2 5J-1/B" - - - - 41.6 W7 W2 a
OG
60' 60.2 123.5 140.0 140.0 140.0 60" - - 35.2 51.4 112.6 60' - - - - 36.8 ARO 0 '{
66' 54.7 112.5 140.0 140.0 140.0 66' - - 32.0 46.7 102.4 66' - - - 33.5 INSIDE RECTANGULAR SHAPE Q'C>m o
72' 50.1 .103.2 140.0 140.0 140.0_ 72" - - 29.3 42.8 93.8 72' - - - - 30.7 HORIZONTAL MULLION 0 n r ~
74" 48.8 100.4 140.0 140.0 -140.0 74" - - 28.5 41.7 .91.3 74" - - - - 29.9 a0
19-1/8' 82.2 140.0 140.0 140.0 140.0 19-1/8' - 34.5 74.0 108.1 140.0 19-1/8" - - 21.9 32.0 89.0 `�
GLAZING
PRODUCT Q Yl
26-1/2' 59.3 140.0. "140.0 1 140.0 140.0 26-1/2' - 24.9 53.4 78.0 140.0 26-1/2" - - - 23.1 64.3 {L 2
30" 52.4 140.0 140.0 140.0 140.0 JO" - 22.0 47.2 68.9 140.0 30' - - 20.4 55.8 I�-� J Z Lm Q
37" 42.5 115.3' 140.0 140.0 140.0 37" - - 38.2 55.9 139.8 37' - - - - 46.0 I I 'Q'W`I
ou
42' 37.4. 101.6 14G.O- 140.0 140.0- _� '42" I' - - 33.7 49.2 123.2 42' - I - - I - "I 40.5 O
N1
48" 50-5/8' 32.8 88.9 140.0 140.0 140.0 48
" 96" - - 29.5 43.1 107.8 48' 144' - - - - 35.5 GLAZING GLAZING 3 o
53-1/8" 29.6 80.3 129.3 140.0 140.0 53-1/8" - - 26.6 38.9 97.4 53-1/8" - - - - 32.1 PRODUCT PRODUCT J n
60" 26:2 71.1 114.5 140.0 140.0 60" - - 23.6 34.4 86.2 60' - - - - A28.4 Z J m
66" 27.8 64.7 104.1 140.0 140.0_ 66" - - 21.4 31.3 78.4 66' - - - - O72" 21.8 59.3 95.4 139.3 140.0 72" - - - 28.7 71.8 72' - - - - I- MULN SPAN J O74" 21.2 57.7 92.8 135.6 140.0 74" - - - 27.9 69.9 74' - - - - C]
19-1/e' 42.7 122.1 140.0 140.0 140.0 19-t/s' - za.2 sts 7ss aD.O TYPICAL MULLION ARRANGEMENTS
w O j
26-1/2' 30.8 88.1 140.0 140.0 140.0 26-1/2' - - 37.5 54.8 140.0 W7 +W2 m Z Qto
30' 27.2 77.8 140.0 140.0 140.0 30" - - 33.1 48.4 134.5 WIDTH (W) = 2 H Q 2M
37" 22.0 63.1 119.6 140.0 140.0 37" - - 26.9 39.2 109.1 r7 m
42' - 55.6 105.6 140.0 140.0 42" - - 23.7 34.6 96.1 ^_ m
48" 63" - 48.6 92.4 135.0 140.0 48" 108' - - 20.7 30.2 84.1 z Z 3
53-1/8' - 43.9 83.5 121.9 140.0 53-1/8' - - - 27.3 76.0 3 Z}
J OL
60" - 38.9 73.9 1 108.0 140.0 60" _- __- - 24.2 67.3 a Il I+)0 ,
w
66" - 35.4 67.2 98.2 140.0 66" - - - 22.0 61.2 Q rA
72" - --- -32.4 61.6 90.0 140.0 72" - - - 20.2 56.1 0
74" - 31.5 60.0 87.5 140.0 74" - - - - 54.5
19-1/8" 26.1 1 74.6 140.0 140.0 140.0 19-1/8' - - 37.9 55.3 140.0
26-1/2' - 53.8 115.4 140.0 140.0 26-1/2' - - 27.3 39.9 111.0
30" -_ -47.5 101.9 140.0 440.0 70" - - 24.1 35.3 98.1
37' - 3B.5 1 82.5 120.7 140.0 L• -37" ----- - -T- 28.61 79.5
`o
42" - 33.9 72.8 106.4 140.0 42" - - - 25.2 70.1 -
48" 74-1/4" - 29.7 63.7 93.1 140.0 48" 120" - - - 22.0 61.3 _ m
53-1/8' - 26.8 57.6 84.1 140.0 53-1/8' - - - - 55.4
60 - 23.8 51.0 74.4 140.0 60° - - - - 49.0
66" - 21.6 . 46.3 67.7 131.0 66" - - - - 44.6
72" - - 42.5 62.0 120.1 72' - - 40.9 1 X 2 STD.TUBE 1 X 3 STD. TUBE X 4 STD. TUBE 2 X 4 STD. TUBE 2 X 6 STD. TUBE 0 °
74" - - 41.3 60.4 116.9 74" - - - - 39.8
Ix_IN"4 Sx IN•'] Ix IN"4 SY IN'] Ix IN"4 SR IN'•3 Ix IN•'4 SY IN'S Ix IN"4 SZ 758]
.332 332_ .950 633 2.037 1.019 2.976 1.488 8.276 O
C..-sr
NOTEMULLIONS RATED IN THESE CHARTS MAY BE ORIENTEDVERTICALLY OR HORIZONTALLY. - -6 x
(INTERPOLATION BETWEEN WIDTHS ALLOWED)
_drawing no.MU .. .F�D�.. G�. M15-07
FL #1842 '�zSsi��AIAL� ��� sheet 2 of 6
AWP Windows and Doors,LLC
j NOTICE OF ACCEP'T'ANCE: EVIDENCE t'UBMITTED
D. ' QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Econoniie Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0423.17 issued.to Eag..-man Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlay�.rs dated 06/19/14, expiring on
05/21/16.
2. Notice of Acceptance No. 13-1105.10 issued to S.A:F-GLAS, LLC for their "SAF-
GLAS Poly cay','bonate Glass Interlayer",dated 12/19/13, expiring on 12/16/17.
a
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5111 Edition (2014), and of no
financial intere8t, dated January 22, 2016, issued by Al-Farooq Corporation, signed
and seated-by Javad Ahmad,P.E.
2. Asset purchase agreement dated 03/20/14, signed by .Mr. Paul Schmitz, Chief
Executive Officer and President, Trulite. Intermediate Holding, LLC and Mr. Tim
Morris,Jr.,President and C.F.O.,'AWP Windows and Doors,LLC.
3. Letter from.otters of existing NOA stating that'they have sold all assets to the
applicant,that they no longer manufacture the product and relinquish their rights to the
current NOA No. 13-0326.03, dated 04/20%15, sig- ed by Mr. Kevin Barrett, Chief
Financial Officer,Tialite Window&Door Solution;; LLC.
4: Statement letter for Name Change Request dated 0'1/15/14, issued by AWP Windows
and Doors, LLC,signed by Gerardo Beros,Director of Engineering.
liance letters for Test Report No:141E-8479, dated 01/14/16, issued
5. Laboratory.comp
by Fenestratior;Testing Laboratory,Inc., signed and sealed by Idalmis Ortega,P.E.
6: Proposal No. 155-5909 issued by.the Product Contri*6l Section, dated 09/04/14, sighed
by Manuel Perez,P.E.
17. Laboratory compliance letters for Test Report No.'s.FTL-3467 and FTL-3553, both
dated'03/31/03, issued by Fenestration Testing Laboratory, Inc., both signed" and
sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-0710.01)
G. 0THE RS
1. Notice of Acceptance No. 13-032.6.08, issued'to Tiulite Window & Door Solutions;
LLC for their Series"Impact View" Aluminum Fixed Window-L.M.I., approved on
06/06/13 and gApiring on 03/04/19. `
:f
iz
ManuelPereo.E.
Product Control Ex finer
NOA No. 15-0602.05
Expiration Date: March 04,2019
a Approval Date: February 18,2016
O
FALSE MUNTINS �� M
SURFACE APPLIED
5'MAX. OPTIONAL 10 3/4"MAX.
FROM ENDS A HEAD/SILL
-- FIT, r— o g
I. J
Z Q
W
II ❑ TIiI II II
pqN
1
-------------
Q�f:
U
a ap
m o�
� �� 11 II II II II II n �IJd
dO
N p 11 II II :i ii li it 0a b
2 II 11 II II II II O
3 �, 11 II 1j 11 II II a�Z N
11 II IL---- II II D_ Q W 7 N
OE
-4
- ❑ n I I
-WINCVV WINDOW
wf`�D� wl� DTH� - •:�_. _ - —---- -- -- = -
of
(• , 109 3/4' o
r� D.L.OPG.
z z �w (n
o �i }o WINDOW WIDTH LL wo n
r
I ?YPICAL ELEVATION Z�Z¢ LL
L J TESTED UNIT i5 < m
a 3 rM N
WINDOW WIDTH WINDOW WIDTH� � ro
r0— — 1ozt_Sw I I SERIES '300 IMPACT VIEW' az>
ALUMINUM FIXED WINDOr.APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
PRODUCTRBVISBD
COMBINATIONS OF FIXED/FIXED OR FIXED WITH.OTHER as co.PlYlnBK'IIhWcAlo=dao C ® � 0 c
WINDOW WIDTH 'WINDOW WIDTH 'MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY 3uildhi . do _ V a o
WINDOW WIDTH
No
APPROVEDaMIJUJONS IN HEIWEEN:WINDOWS OR MULLION APPROVAL y cep.l„uDou ' o W N n -
' 2x ue ro ' �L1710
LOWER DESIGN PRESSURE FROM W N .o B
F I I F I WILL APPLY TO ENTIRE SYSTEM. c
Dla.nl ado Product Conlro �����1
y, DESIGN LOAD RATING FOR THESE.WINDOWS TO BE AS PER.CHARTS 4
SHOWN ON SHEETS 2 & 3. THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT,
SHUTTERS ARE NOT REQUIRED. w
L -J THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY o v p H ry
WIDTH
REQUIREMENTS OF THE 2014 (5TH EODION) FLORIDA BUILDING CODE
LAMINATED GLASS s
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
WINDOI I WINDOW WIDTH WINDOW WIDTH WOOD BUCKS BY OTHERS, MUST,BE ANCHORED PROPERLY TO TRANSFER INSUL. LAM. GLASS o
LOADS TO THE STRUCTURE. LARGE MISSILE IMPACT
—— —— ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Engr.JAVAD PHMAD b 4
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML N
3�I ANCHORING OR.LOADING CONDRIONS NOT SHOWN IN THESE DETAILS ARE
FLA.PN Y3 78592 0
. NOT PART OF THIS APPROVAL. baj o
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 0
09
ALL-SHIMS TO-BE-HIGH-IMPACT,-NON-METALLIC_AND_NON-COMPRESSIBLE. - __ ZO� -drowing—no.- --
ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT WO3-7J9
VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN.SQUARE OR RECTANGLE AS' COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
SHOWN IN.DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES.-. REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. - sheet 1 of 6
DIMS. GLASS B'CAPACITY - PSF DESIGN LOAD CAPACITY - PSF
WINDOW
rn -
TYPE' GLA85 TYPE'C' WINDOW DIMS. GLA89 TYPE'D' GLASS TYPE'C' W n
DESIGN
LOAD
WIDTH 'LENGTH EXT.(+) INT.(-) EXTS+) INT(-) WIDTH LENGTH EXTd+) INT.(-) EXT.(+) TNT.(-)
36" 66.7 66.7 80.0 _80.0 19-1/8" 80.0 80.0 BD.0 80.0 warm 42" 50.0 50.0 80.0 80.0 26-1/2" 2G, 80.0 80.0 80.0 80.048" 50.0 50.0 80.0 80.0 37" 80.0 80.0 80.0 80.0o
54" 48' 50.0 '50.0 80.0 80.0 53-I/8" 80.0 80.0 80.0 80.0 60" 50.0 50.0 80.0 80.0 19-1/8" 80.0 80.0 80.0 80.066' 50.0 50.0 80.0 80.0 26-1/2' 80.0 80.0 80.0 80.072" 50.0 50.0 80.080.037" ' 84.9 64.9 80.0 80.0 36" 65.7 66.7 80,0 80.0 53-1/8' 62.5 62.5 80.0 S00 80.0 80.0 19-1/8' 80.0 80.0 80,0 80.0 CY 48" 50.0 50.0 80.0 80,0 26-1/2' 50-5/B' 800 80,0 80.0 80.0
54" 60" 44.4 44.4 80.0 80.0 / 64.9 64.9 80A 80.4
40.0 a N O
60" 40.0 80.0 80,0 53-1-18" 47.4 47.4 80.0 80.0
4 WILL ^1
k H
66" 40.0 40.0 8D.0 80.0 19-1/2' 80,0 80.0 80.0 80.0 �tt1'� O
72' 40.0 40.0 80.0 60.0 26-1/2" 63, 80.0 '80.0 80.0 60.0 Its' r Q�'��
_F6.7 -80.0 -.BOO =1 -37"- -_ .6•}.9 .64.9 84.0 AMG -
42" 50.0 50.0 80.0 80.0 53-1/8" - F 45.2 45.2 80.0 80.0 - --' "" - (i
48" 50.0 50.0 805 80.0 19-1/8" 80,0 80.0 60.0 60.0 �" vI n
54" 72" 44.4 44.4 80.0 80.0 26-1/2" 74-1/4" Bob 80.0 mo 80.0
NOTE;
60" ,40.0 44.0" 60.0 805 -3T 64.9 64.5 _ 80.0 80.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED }i
66" 36.4 36,4 72.7 72.7 53-1/8' 45,2 45.2 80.0 805 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. q I o
q
72" 33.3 33.3 56.7 66.7 O .n
CC
36" __16.7 _66.7 80.0 80,0 NOTE:
42" 50.0 50.0 80.0 _ 80.0
48" 50.0 50.0 80,0 80.0 GLASS CAPACITIES ON THIS SHEET ARE >ro
EASED ON ASTM E1300-09 (3 SEC. GUSTS).
, 54" 84" 44.4 44.4 80.0 86,0 S N it M m
60" 40.0 40.0 80.0 80.0
66" - - 72,7 72.7 ? A W If
72" - - 1 65.7 1 66.7 Z
36" 64.6 64.8 80.0 8D.0 o J
42" 50.0 60.0 80.0 . 80.0 3/16`ANN.GLASS 3/16"HEAT STREN'4 GLASS �r M 6
,. 48" 98• $0.0 50.0- 60.0 80.0
n KL c0�
54' 44.4 44,4_ solo 80.0 090'Interlayer
60" - - 80.0 80.0 Sales Clear And Color Close By
.090"lnterloyer 'Eastman Chemical Co.'
66" - - 72.7 72.7 -"SaBax Clear And Color Glass OR
36"_ 63.2 6J.2 80.0 80.0 By'Eastman Chemical Co! 100"lnterloyer
SAF-CLAS Polycorbonale S
G:r.v" -•80.0 B" 'SAF-GLAS.LLC.'-
48" 108" 50.4 50.0 80.0 60.0 - a o.' '. - - .•.• - .. ..- .. g m!
54" - - 80.0 8010 -3/16"ANN, GLASS 3/16"3/16"HEAT STREN'D GLASS
60" - - 80.0 80.0 S ''
36" 62.5 62.5 8D.0. 80.0 SIIJCONE SILICONE asc complying
m
PECORA 895 - PECORA 895 ascmnpiCadc thmePimidn q
42". - 50.0 50.0 80.0 80.0 C.E.SILGLAZE II SCS2800 G.E.SILGLAZE 11 SCS2800 AcceBuilding,CeN 4j 5- 0 6 a 6 Q
Acceplmlce Nn '
48" 114" 50.0 50A 60.0 SOA SCHNEE-MOREHEAD SM5731 SCHNEE-MOREHEAO SM5731 ib m
5 5 I Tixpiratiaa"Ma
54' - 80.0 80,0 OPTIONAL 2 I I OPTIONAL 2 I I
80.0 80.0 I? ,I !� II �h�adeProduc [ �S g w LL u x
36" 61.9 61.9 80.0 80.0 yr II it II i1
42" 120" - - 80.0 80.0 �
48" - - 80.0 80.0 w En DAVM All Q e
54" - - 80.0 80,0 .'y m 7 AT 1/4 POINTS ON LITES z m 7 AT 1/4 POINTS ON LITES FLA PEaA/L 70592 'b
36" 60.9 60.9 805 80.0 WIDER THAN 38" 2 WIDER THAN 36" C .3538
4z" 132" - - 80.0 80,0 u, GLASS TYPF. 'B' o GLASS TYPE'C'
48" - - 805 80.0 - `".
a, 7/18'OVERALL LAM.CLASS m 7/16"OVERALL LAM.CLA55
36" 144. 60.2 662 80.0 80,0
42' 1 80.0 80.0 GLAZING OPTIONS WQ3-39
DESIGN LOAD CAPACITY PSF_- DESIGN LOAD CAPACITY PSF
WINDOW DIMS. GLASS TYPI D' GLASS TYPE 'E' WINDOW DIMS. fGLAss TYPE 'DGLASS TYPE 'E' - •1V -
WIDTH LENGTH EXT,(+) INT.(-) EXL,(+) TNT,(-) WIDTH LENGTH EXT.(+) INT.(-) EXT.(+) INT,(-) 11 I Z J
36' 70.0 70.0 80.0 80.0 19^1f8" solo 80.0 O
42' 70.0 70.0 80.0 80.0 26-1/2' 26" 70.0 70.0 60.0 80.0 P w a -
48' 68.0 68A 80.0 80.0 37' 70.0 70.0 80.0 80.0 C ev g
54' 46" 65.3 65.3 80.0 8010 53-1/8' 70.0 70.0 80.0 80.0
60" 57.6 57.5 80.0 80.0 19-1/8" 70.0 70.0 80.0 80.0 a S(4
66' 51.1 51.1 B0.0 80.0 26-1/2' -3J8. 80.0 80.p CIL uQr W
72" - - 80,0 80.0 37" 70.0 70.0 80.0 60.0 3! H
36' 6Blo 66.0 BOA 80.0 - 80.0 80.0 T`.ii 0 m
42' 60.0 60.0 80.0 80.0 19-1/8` 70.0 70.0 80.0 80.0 C D 6
vq
48' 57.5 57.5 80,0 80.0 26--TJ2" 50-5/8" 70'0 70.0 80.0 $0.0 C.3
54' 60` 53.5 53.5 78.5 785, 37' 70.0 70.0 solo 80.0 p--- L Qa
68' - - 70.7 70.7 53 63.7 63.7 80.0 80.0 I z yl_
66' - - 7o77--T 74.7 19-1/8- 70.0 70.0 so.4 80.0
36' 52.5 52.5 8010 80.0 26-1/2" 70.0 70.0 80.0 80.0 'Q �'
42" 4�,p 47.0 80.0 80.0 37' _ 63', ,.-.x+n 60.9 80.0 'x0.0
- / _.._. .... ...- �
48' 80.0 B0.0 53=1/8'� " 51.5 51.5 79.8 79.8 - --__ _ o
54' - 78.5 78,5 19-1/1. 70.0 70.0 80.0 80.0
38' 42.3 42.3 80.0 80.0 26-1/2' 74-tf4" 700 70.0 80.0 80.0 NOTE.,
42' Be - - BO.0 BOA 37" 47.1 47.1 80.0 80.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 3 m
48' - - 80.0 80.0 53�1j8' - - 79.8 79.8 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 8 ^at
36' �6. - - 77.3 773 19-1/8" - - 80.0 80.0 0pp v
42' - 71.1 71.1 26-1/2" 76" - - 90.0 80.0 Q 'aw(
36' 106' - - 72.0 1 72.0 37" - 80.0 80.4 Gzz!j
53-1/8"1 79.8 79.8 Q aro
NOTE- I r7 r
CLASS CAPACITIES ON THIS SHEET ARE a. O
BASED ON ASTM E1300--09 (3 SEC. GUSTS), o zI'
y CL M Q �J
1/8'ANN./TEMP. GLASS 1/8'TEMP. GLASS f Q a02 t�
1/4'AIR SPACE r1/4"AIR SPACE
'HEAT
.091)"
a)"1C eSoyMd Cebr Glaas o - -090"
0 0"C(ecr And Color GlossPRODUCT'REVISED= I t
i/8 t\1 1/8
... Ey�EOalmcn•Cha:::ical Co:S.. ,�.. .1 t_Bp,.:Eaalmon'Cnemieal'Co.' -:u a:mp YNB will)1wa rio�iw. `•. .. -.. .rr.no _ ' `.. _.
' IuItd4{;oda I . 0 2 A G
1/6"ANN,GLASS 1/8'HEAT SIREN'[)GLASS FcceptonceN0 `
Expiration Data_ 2019
a w S
- 4iv u&Pradaot Control
SILICONE z SILICONE u
,r DOW CORNING 899 - i DOW CORNING 699
ry 2A GE 2600 ry GE 280D (S.M.I.) o
EXTERIOR PLY OF GLASS TYPE 'D'
MUST BE TEMPERED TO QUALIFY FOR o
i SMALL MISSILE IMPACT RATING. °
AT 1/4 POINTS 7 AT 1/4 POINTS En9r: IAVAD AHMAD Q ,1
CIAL
DURASEAL SPACER 7 ALL SIZES OURASEAL SPACER ALL SIZES AFLAE92BY'OUANEX' BY'(UANEX' L'IASS IM 'E'
t/18'OVERALL INSUL.LAM.GLASS11/i-#'-OVIM--INSUIZ LAM.-GUss W03-39 --
GLAZING OPTIONS sheat 3 of 6
AL FAIt'O. CORF�. RATION
CONSULTING:ENGINEERS & PRODOCT DEVELOPMENT
:. .:.:RgODUC.T:- PROVAL:;EVALUATION
RULE EI#APTER:#61020.3-;METHOIQ 1 'OPTION-i?
FL 18427
Date:0 9/20.15.
Detailed Product Descriptlan
anufactueer•AWP WINDOWS AND DOORS,�LLC.
ManUfacturer-Address.8130 Nw 70 AVENUE MEDLEY.FL 33166:
I
Mlodel Nan!e.:SERIES ALUMIN': M TUflE NI:ULLION
Maximum AM*hdaw Wldtoy,14".
Maximum Span 1AA' " .
Maximum Load +140 PSE :140 PSF(Large Missile I.M..Out):
Iristaltation Drawftt.#Ni15 07
1
1 `This product complies with the High Velocity Hurricane Zoite(HVHZ)testing requirements.
. ... ..... .... .. .. . .
The abbe maximum parameters darrotoccursimultaneously
See7nstaliat�on-drawings dor combcnafion ofspan us.lcads end anchor:type :. ...
... ..
I ::.. .
. , Cdniparatiue analysis,used..::�.1
'Yes Ato'.— _.. ::.:.. . .. . ..... ....... .. .... .... -
MandaioryTests jTesied:iiaccordance.iiuitrtAAMA t0 �i,S.2/�IiIAFS2/TAS�202): ..
MTM'E33Q: Uniforrri.$We Fenestration7estlrrg IJ9j21/1995 L1297 ' °.'Yarn!)G.-:Kuri,PE
.
$e.TAS 202 .. .. Air:Press :,:.. Ubaratory,Ii
nc
-
Supplemental Tests(Tested.:in accordance with TAS-201:arid 7`A5-203k
F8G1:626 2-' Latge Missile: Fenestratioli:Testing 08/30/2011.: FI L-bnOQ 1VLarIin D firms.�n;P.E..'
ETAS Z0�& .' impact&..' Labarate `�Inc 07/01/2002 i�L 3284 t uis A:FiguQiedo,P.f.
N
f
iO3:� I;L:32$3 .::....Luis A.-Figoeredo,P E..
:..
iz zo Zoog
02/04/2002.:. f"i' 3282 LuiS.A;Figueredo,P:E,
2Q/
12/ 2001 tT13281: Luis q Figueado P E
0ndee the limatat}ons of the attached instatlation drawings,to the best of�rny know.iedge acrd ability;the
. ..:above:.roclu�.confeiirmsaa.:the.re u�rements.af:.�te2Q�4.F.Ioriila.E3uildin .Gude' :..... .: . ... �..:.•...r.::..
Evaluatlo..n.Report-Engtrleer::
.
1
..........
:
Javad Alimad :::.`'.. :.:::..P.f #!11592::: : r:::::::: .:...:: .,,s�aN.�� ��.,
...
..PFarooq Ggrporatldn ;,,:EB#<,53$ :'::::.. ::
:. .,::
]335 51N8)�'Av$nue N{iamir FL 33174 ( T 3q5 264:8100. F:303.262 6378 :� uvw afcene:com i alfaroogaafeenp.com.'
. .
�.
I.
0
.750 1.625 1.718—=
Z o
0 w
2.250 2.250 F w
Q ETYPICAL N
GLAZING PRODUCT fl.
o
125 x.125 a w n
c LL
4.000 41.71s r 1.266 4.000 Vef
c
4.000
1.000 Oa'ac
TYPICAL _ MULLION CLIP YE-65 0°�W
(6063-T6) MULLION CLIP (fio63-rs) Q;w O 0
WINDOW FRAME. - (ALT.TO ANGLES) (ALT.TO ANGLES) Q w 3 LL
CLIP LENGTHS MUST BE CUT TO FIT SNUG CLIP LENGTHS MUST BE CUT TO FIT SNUG 4.2
INTO TUBE MULLIONS. INTO TUBE MULLIONS. J Z m�y Q J
6.000 - I Q UI Ti f 1=
_ - 720 718 --
I�2.000 .000 r �, rno
U n
2.000 ALL TUBE MULLIONS r0 BE ALLOY 6063-T6. •125 .125 Z J
m
m
1.613 1.613 O
J oO n
MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS f oo
HORIZONTAL OR VERTICAL w o Ui "
.SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING GO Z
MULLION CLIP(6063-T5) MULLION CLIP (6063-T5) ¢=T)
In M v
CLIP LENGTHS MUST BE CUT TO FIT SNUG CLIP LENGTHS MUST BE CUT TO FIT SNUG
INTO TUBE MULLIONS. INTO TUBE MULLIONS. O J m
(NO SIDE FASTENERS REOD.) (NO SIDE FASTENERS REOD.)
W n
J OJ
Q D MO
125 Q 0)
O
2.000
RECTANGULAR ALUMINUM TUBE MULLIONS �2.000� `2
USING MULLION PROPERTIES ONLY
v
NOTES: MULLION SYSTEM IS RATED FOR LARGE MISSANGLE CLIP (fio63-rs)
ILE IMPACT.
THIS PRODUCT HAS-BEEN DESIGNED AND TESTED TO COMPLY WITH THE AND CAN BE USED WITH ALL F.B.C.APPROVED IMPACT AND
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY INON-IMPACT RESISTANT PRODUCTS.
HURRICANE ZONE(HVHZ). 1.- 1 ALL ULAZINU VKUUUL;tb USED WITH THESE MULLION s Er r E INSTRUCTIONS: N APPLICABLE BUILDING CODE REQUIREMENTS WIND LOAD, WATER A-THIS PRODUCT EVALUATION DOCUMENT(P.ED.)PREPARED BY THIS ENGINEERUSE CHARTS AND GRAPHS AS FOLLOWS. FL #18427 INFILTRATION,FORCED ENTRY RESISTANCE, SAFEGUARARDS ETC. IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY�TO TRANSFER - PROJECT;I...WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. c---'--�
ANCHORS SHALL BE AS S TO THE STRUCTURE. STEP
SPACED AS SHOWN ON OETAJlS,EMBEDMENT ��
FOR PMINE DESIGN LOAD ARTICUULAR OPENING.REOUIREO PER ASCE 7 B-COSNTRACTOR ON TF BHISRESPONSIBLE
BASED THE
ON THISCPRODUCTREVAL EVALUATION `��AA111111 ��� i •II
PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED �;:••••••.'•L9m�D_
$ USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD �?
TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC.). TEP 2 ON THIS oocuMENT. �,'VGENBn'•.
REQUIREMENTS.
ANCHORINGCONDITIONSOTHER THAN THOSE SHOWN IN THESE DETAILS USE CONNECTION TO MULLION AS PER PRODUCT C-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF _
ARE NOT PART OF THIS APPROVAL. .. ALTERED BY Art MEANS. No.70592 _
APPROVAL. -
D-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED
A LOAD.DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. USING CHARTS ON.SHEET 2 SELECT MULLION SIZE WITH ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL SCREWS,THAT COMEINTO STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER '-0 O
USE OFTHE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED �� �
CONTACT-WITH-OTHER-DISSIMILAR-MATERIALS-SHALL-MEET-THE-REQUIREMENTS N_STEP�ABOVE. <.Q —61 ,rOF—•=Q/`- -drawing—no.-
ENGINEER TO THE P.E.D.ENGINEER SHALL SU6MR TO THIS LATTER THE SI
OF THE FLORIDA BLDG.CODE. = USING ANCHOR TYPES ON SHEET 4 THRU 6 AND ANCHOR CHARTS sNG PECIF ORAwINGs FOR REVIEW. , ••'•.�CORIDf;:' M15-07
TH AM
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION STEP 5 .
MOREON THAN ANEET 3THE DESIGN LOADS CHOR 3PECIFl D E WITH DIN ISTE Pn ABOVE. E-THE PROFESSIONALL ENG NEERoA REAND CORD THAT PRESEAL ED D SIGNATURE OF
IN`ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE. -- - A 1 1 heeY of 6
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY- PSF ^o
WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE �
WIDTH (W) MULL SPAN A2 A4 AA2 AA4 AAA21 AAA4 I B2 134 WIDTH(W) MULL SPAN A2 A4 AA2 AA4 AAA2 AAA4 B2 B4 WIDTH (W) MULL SPAN A2 A4 AA2 AA4 AAA2 AAA4 B2 B4 ,Y
19 1/8" 140.0 140.0 97.3 140.0 140.0 140.0 140.0 140.0 19:1/8" 72.4 140.0 44.5 88.9 114.0 140.0 140.0 140.0 19 1/8" 46.1 92.2 20.3 56.6 72.6 140.0 89.2 140.0 Z o
26 1/2" 114.4 140.0 70.2 140.0 140.0 140.0 140:0 140.0 26 1/2" 52.3 104.5 '32:1 64.2 82.3 140.0 101.2 140.0- 26 1/2" 33.3 66.5 20.4 40.8 52.4 104.7 64.4 128.8
30" 101.1 140.0 62.0 124.1 140.0 140.0 140.0 140.0 30" 46.2 92.3 28.3 56.7 72.7 140.0 89.4 140.0 30" 29.4 58.8 - 36.1 46.3 92.5 56.9 113.7 Q w N
37' 81.9 140.0 50.3 100.6 129.0 140.0 140.0 140.0 J7' 37.4 74.9 23.0 46.0 58.9 117.9 72.5 140.0 37" 23.8 47.6 - 29.2 37.5 75.0 46.1 92.2 a•�, o
42' 72.2 140.0 44.3 88.6 113.6 140.0 139.7 140.0 42" 33.0 66.0 20.2. 40.5 51.9 103.8 63.8 127.7 42" 21.0 42.0 = 25.8 33.0 66.1 40.6 81.2 a 0
38 3/8" 63.2 38.8 77.6 99.4 140.0 122.3 140.0 48' 84.' 28.9 57.7 35.4 45.4 90.9 55.9 111.7 48" 132" 36.7 22.5 28.9 57.8 35.5 71.1
O
54' 57.1 114.1 35.0 70.1 89.8 140.0 110.5 140.0 54' 26.1 52.1 - 32.0 41.0 82.1 50.5 100.9 54" - 33.2 - 20.4 26.1 52.2 32.1 64.2 .4
60" 50.5 101.1 31.0 62.0 79.6 140.0 97.8 140.0 60" 2J.1 46.2 - 28.3 36.3 72.7 44.7 89.4 Go" - 29.4 - - 23.1 46.3 28.4 56.9 (�
66" 45.9 91.9 28.2 56.4 72.3 140.0 88.9 140.0 66" 21.0 42.0 - 25.8 33.0 66.1 40.5 81.2 66" - 26.7 - - 21.0 42.0 25.9 51.7 O w M o
72" 42.1 84.2 25.9 51.7 66.3 132.6 81.5 140.0 72" - 38.5 - 23.6 30.3 60.6 37.2 74.5 72" - 24.5 - - - 38.5 23.7 47.4 G IL
74" 41.0 81.9 25.2 50.3 64.5 129.0 79.3 140.0 74" 37.4 - 23.0 29.5 58.9 36.2 72.5 74' - 23.8 - - - 37.5 23.1 46.1 W G
19 1/8' 120.2 140.0 73.8, 140.0 140.0 140.0 140.0 140.0 19 1/8" 63.4 126.7 38.9 77.8 99.8 140.0 122.7 140.0 19 1/8" 42.2 84.5 25.9 51.9 66.5 133.0 81.8 140.0 Q w 3&6
26 1/2° 86.7 140.0 53.2 106.5 136,5 140.0 140.0 140.0 26 1/2" 45.7 91.5 28.1 56.2. 72.0 140.0 88.5 140.0 26 1/2" 30.5 61.0 - 37.4 48.0 96.0 59.0 118.0 4.Z N
30" 76.6 140.0 47.0 94.1 120.6 140.0 140.0 140.0 30" 40.4 80.8 24.8 49.6 63.6 127.2 78.2 140.0 30' 26.9 53.9 - 33.1 42.4 84.8 52.1 104.3 J O fmV< .3
37" _ 62.1 124.2 38.1 76.3 97.8 140.0 120.2 140.0 37" 32.B 65.5 20.1 40.2 51.6 103.1 63.4 126.8 37" 21.8 43.7 - 26.8 34.4 68.8 42.3 84.5 a w~ f'
-42 - r 54.7 109.4 33.6- -67.2 86.1 40_G i05..9 40.O� 42" - '28.9, 57.7 - 35.4 45.4 90.9 55.9 111:7 1 42 1 - :-38.5 - 23.6 313.3 60.6. 37.2. '74.5
' 11 "I' 1 I i ..1..
48" 50 5/8" 47.9 95.8 29.4 58.8 75.4 140.0 92.7 140.0 48' 9E" 25.3 50.5 - 31.0 .39.8 79.5 48.9 97.8 48" 144" - 33.7 - 20.7 26.5 53.0 32.6 65.2 o
54' 43.3 86.5 26.6 53.1 68.1 136.2 83.7 140.0 54" 22.8 45.6 - 28.0 35.9 71.8 44.2 88.3 54" - 30.4 - - 23.9 47.9 29.4 58.9 J
60" 38.3 76.6 23.5 47.0 60.3 120.6 74.1 140.0 60" 20.2 40.4 - 24.8 31.8 63.6 39.1 78.2 60" - 21.2 42.4 26.1 52.1 Z J m
66" 34.8 69.6 21.4 42.8 54.8 109.6 67.4 134.8 66" - 36.7 - 22.5 28.9 57.8 35.5 71.1 66" - 24.5 - - - 3B.5 23.7 47.4 0 uj
72' 31.9 63.8 - 39.2 50.3 100.5 61.8 123.6 72" - 33.7 - 20.7 26.5 53.0 32.6 65.2 72" - 22.4 - - - 35.3 21.7 43.4 J 0 n
O
74" 31.1 62.1 - 38.1 48.9 97.8 60.1 120.2 74' - 32.8 - 20.1. 25.8 51.6 31.7 63.4 74" - 21.8 - - - 34.4 21.1 42.3
19 1/8' 96.6 140.0 59.3 118.6 140.0 140.0 140.0 140.0 19 1/8" 56.3 112.7 34.6 69.2 88.7 740.0 109.0 140.0 l..l
26 1/2' 69.7 139.4 42.8 85.6 109.7 140.0 134.9 140.0 26 1/2" 40.7 81.3 25.0 49.9 64.0 128.0 78.7 140.0 m Z Q
30" 61.6 123.1 37.8, 75.6 96.9 140.0 119.2 140.0 30" 35.9 71.8 22.0 44.1 56.5 113.1 69.5 139.0 Q=M <
_ 37" 49.9 99.8 30.8 61.3 78.6 140.0 96.6 140.0 37" 29.1 58.2 - 35.7 45.8 91.7 56.4 112.7 N I'7 iO
42" 44.0 87.9 27.0 54.0 69.2 138.4 85.1 140.0 42" 25.7 51.3 - 31.5 40.4 80.8 49.7 99.3 ANCHORS ARCHES TO BE INSCRIBED j 0 r m
SEE SHEETS 4 THRU 6 INSIDE RECTANGULAR SHAPE Z 0 U- m
48" _ B3" 38.5 77.0 23.6 47.2 60.6 121.1 74.5 140.0 48' 108' 22.4 44.9 - 27.6 35.3 70.7 43.4 86.9 Z_
FOR DETAILS HORI20NTAL
54 34.8 69.5 21.3 42.7 54.7 109.5 67.3 134.6 54' 20.3 40.6 - 24.9 31.9 63.8 39.3 78.5 SEE CHART FOR CAPACITY MUUJON 0 W
J v
., 60" 30.8 61.6 - 37.8 48.5 96.9 59.6 119.2 60" - 35.9 - 22.0 28.3 56.5 34.8 69.5 - Q d��
w
66" 28.0 56.0 - 34.4 44.1 88.1 54.2 108.3 66" - 32.6 - 20.0 25.'7 51.4 31.6 63.2 GLAZING Q m
72" 25.7 51.3 ----31.5 40.4 80.8 49.7 99.3 72' - 29.9 - - 23.6 47.1 29.0 57.9 VERTICAL
i'�' PRODUCT 3
MULLION
74' 25.0 49.9 - 30.6 39.3 78.6 48.3 96.6 74" 1 29.1 - - 22.9 45.8 28.2 56.4 z
oz
19 1/8" - 81.9 140.0 50.3 100.6 129.0 140.0 140.0. 140.0 19 1/8" 50.7 101.4 31.1 62.2 79.8 140.0 98.1 740.0 a ANCHOR
GLAZING GLAZING 26 1/2" 59.1 118.3 36.3 72.6 .93.1 140.0 114.5 140.0 26 1/2" 36.6 73.2 22.5 44.9 57.6 115.2 70.8 140.0 PRODUCT I PRODUCT ETAIL 81
3
3D" 52.2T104.5 32.1 64.1 82.2 140.0 101.1 140.0 30" 32.3 64.6 - 39.7 50.9 101.8 62.6 125.1 .^x,`;!10 G:;.ZI:'G• -
,37 .L. .:4Z 4,. .84.7_ 25.0=J..52.0'1:-BE.7 133.31,82:0. 140.0 '•37 - 26.2 52.4 = -32.2 41.8 62.5 50.7- -101.4 I :i - ->A PROGUT PRODUCT- o I II
42" 37.3 74.6 22.9 45.8 58.7 117.5 72.2 140.0 42" 23.1 46.2 - 28.3 36.3 72.7 44.7 89.4
48" 74 1/4" 32.6 65.3 20.0 40.1 51.4 102.8 63.2 126.4 48" 120" 20.2 40.4 - 24:8 31.8 63.6 39.1 78.2 u
54' 29.5 - 59.0 - 36.2 46.4 92.9 57.1 114.2 54" - 36.5 - 22.4 28.7 57.5 35.3 70.7 I MULLION SPAN I y
60" 26.1 52.2 - 32.1' 41.1 82.2 50.6 101.1 60" 32.3 - - 25.4 50.9 31.3 62.6 W7 W2
66" 23.7 47.5 - 29:1 37.4 74.8 46.0 91.9 66" - �29.4 - - 23.1 413 28.4 56.9
72"� 21.8 43.5 - 26.7 34.3 �68.5 42.1 84.3 72" - 21.2 42.4 26.1 52.1 � 10 ARRANGEME TS .274' 21.2 42.4 - 26.0 33.3 66.7 41.0 82.0 7 - - 20.6 41.3 25.4 50.7 -
WIDTH (W) = wt +W2 v °
2
```1Nu111TII7/ m
NOTE: E��c7ji
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER o
LOCATIONS AT HEAD, SILL OR JAMB ENDS. No•70592 = a
FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6. - E'
(INTERP-OLATION-BETWEEN_WIDTHS_OR_SP_ANS_ALLOWED) ��
�.0=�
-S'•:cOF
ANCHORS o �r:
FL #184 7gsiO1�p`�
1/4"DIA TAPCONS BY'ITW' - 1/4'DIA.TAPCONS BY'RW
1-1/2'MIN.WOOD PENETRATION 1/4"DIA.TAPCONS BY'RW', 1-1/2"MIN."WOOD PENETRATION 1/4•DIA.TAPCONS BY'HW'
1' MIN. 2 PER CUP(1 ON EACH WING 1-1/2•MIN.WOOD PENETRATION 4 PER CLIP (2 ON EACH WING 1-1/2'MIN.WOOD PENETRATION Z
EDGE DIST. 1 PER ANOL 1• MIN. 1" MIN. 2 PER ANOL Z I�• _o
EDGE Q F
DISE. IL
i Q IL N
O:Oo
If 11
II \� II 11 N� II II \ II 11 V ei
lm.
I1 1 \ II II \ I I II II Q Q a .moi
2BY WOOD BUCK \ u u 2BY WOOD BUCK l u U O op
OR I I 2%2 X 1/B" _ __________ OR I I I I 2 X 2 x 1/8'
ALUM ANGLE I`-.- I ALUM ANGLE
WOOD STRUCTURE I 1 I I OOD STRUCTURE I I I
I I I i 2 PE 1 ANGLE I I I 1 I 1 114 SMS I I {L Z LL
FLOATING CUP I I FLOATING CLIP 2 PER ANGLE Q N E M
I I I-3/4'O.C. MIN. I I I I I I ttvv
1-3/4FOR 3D.0 TUE I I Q w d f
2-3/4'O.C. MIN. O
_. .•.. FOH&L OTHER TUBES
n
Iz J
m
-J
J
o n
.J O
7
1/4"DIA TAPCONS BY'ITW' 1/4'DIA.TAPCONS BY'ITW' 1/4"DIA TAPCONS BY'ITW' 1/4"DIA.TAPCONS BY'fTW' O
1-1/4•MIN. EMBED 1-1/4"MIN.EMBED 1-1/2" MIN.EMBED_ 1-1/2" N. EMBED Oi
INTO CONCRETE OR BLOCK INTO CONCRETE OR BLOCK 2-1/4" INTO CONCRETE OR BLOCK INTO CONCRETE OR BLOCK W >ID
2-1/4• MIN. 2 PER CUP (1 ON EACH WING) 1 PER ANGLE MIN. 4 PER CUP (2 ON EACH WING) 2 PER ANGLE m Q Q fD
EDGE DIST. EDGE DIST. 3� f- 2 M a
j MIN. N) N
3
f I
n
•MIN. o Z. Z�� ��
0-i`
N N
I II CI + I I I II
1Br, l ) z x z x 1/B $ 1BY� l J u u 2 x z% 1/8'
-------- WOOD BUCK I j ALUM ANGLE I`------------- WOOD BUCK I I ALUM ANGLE
I 14 SMS I SNS
I I I I 2 PER ANGLE _I 1 I I _ , X14
I II /'..� I , .j2...PER`ANGI.E
1 'I FLOATING CLIP) 1-3/4"•O.C. MIC'. FLOATING CLIP I-f o -
I I I I I A i� - 1-3/O O.C. MIN. I IL „
9 FOR 3'TUBE
2-3/4O.C. MIN. LI �
FOR ALL OTHER TUBES a
y
ANCHORS TYPE 'A2' ANCHORS TYPE 'A4'
0p
N
W O
� C
O
```11111111/'T�AAi � -
'JOEM&c"':'V 7
n
No.70582 .
LIN I
_ — ALL CLIPS TO FIT SNUG INTO TUBE MULLIONS.
TAPCONS MAY BE HEX OR FLAT HEAD. ��0.�•;-8'."e OF�lye_ _drawing_no_
3 flIAL 11
FL #18427�'si�i , %%,I Heel 4 oP 6
1/4"DIA TAPCONS BY'RW' - 1/4•DIA TAPCONS BY'ITW' V
1-1/4"MIN. EMBED INTO MASONRY BLOCKS 1/4- DIA.TAPCONS BY'ITW' 1-1/4"MIN. EMBED INTO'MASONRY BLOCKS 1/4-DIA TAPCONS BY—
ITW-2 PER CLIP(1 ON EACH WINC 4 PER CUP (2 ON EACH WING /
1-1/4"MIN. EMBED INTO MASONRY BLOCKS 1-1/4'MIN. EMBED INTO MASONRY BLOCKS
1 PER ANG L 2-1/4° 2 PER ANGL Z
2-1/4" MIN. MIN. Z P o
EDGE DIST. EDGE DIST. 3"
1 14
G
II 11 - \ II II II II \a II II Q; LL
G a
G Wp1 D
l ) I-I LI 22x ,/B- l J u M 2%2x1/Be
ALUM ANGLE I_____________ I I i I I ALUM ANGLE C CL
@14 SMS I i qta sus i i N W¢
I I I I 2 PER ANGLE I 1 I I
I I I I 7-3 4"O.C. MIN. I I I I I I 2 PER ANGLE I 1 w W�LL N
I I FLOATING CUP I I / I I I I FLOATING CLIP I I 1-3/4°O.C. MIN. I 1 Q W In
I I I I I I 1 I I I U)_o
FOR 3-TUBE I {L Z IO f gJ
2-3/4.O.C. MIN, Q W fd y�f
FOR ALL OTHER TUBESJu
Z d rr
ANCHORS TYPE 'AA2' ANCHORS TYPE 'AA4' UJ n
Z
0 m
N ^
J o n
0
Li
� O
m ZZ Q
I-
1/4-DIA TAPCONS BY'NW' 1/4-DIA TAPCONS BY'ITW' � p I:
1-3/4"MIN. EMBED INTO CONCRETE 1-3/4'MIN. EMBED INTO CONCRETE , I. Li m
1/4-DIA TAPCONS BY'ITW' 1/4-DIA TAPCONS BY'fTW' Z 3
2 PER CUP(1 ON EACH WINC 4 PER CUP (2 ON EACH WING r.
1-1/4"MIN. EMBED INTO'CONCRE7E _ 1-1/4-MIN.EMBED IMO CONCRETE
2-1/4° MIN. 1 PER ANGL 2-1/4"
MIN.an 2 PER ANCL J �'D J n
EDGEEDGE DIST. 3" Q 3;0 O
MIN. •I Q a0 m
- II li— II II I II li
II I N _�I� JII
''1�\ , \� �-., i t I I 2 ..I� N .. ,. ^1��� _ � 11 " . 1 C I.. ...
II � ILII I I o
U U %2 % 1/B 11 U U 2 X 2 x 1/8"
I
I I I I I ALUM ANGLE I`_____________ I I I ALUM ANGLE �
1 1 I #14 SMS I I I I
I I 2 PER ANGLE I I I I I j Q14 SMS I °�
I I I I 1 I 1 1 2 PER ANGLE I
I 1 FLOATING CUP 1-3/4"O.C. MIN. I I FLOATING CUP
I I I I I 1-3/4"O.C. MIN. I I
1 I I I I I I I I I FOR 3-TUBE I I
2-3/4"O.C. MIN. ••
FOR ALL OTHER TUBES c u
0 0
m o
� c
ANCHORS TYPE 'AAA2' ANCHORS TYPE 'AAA4'
�JPD iii ! •e
n
Ab.705B2
�ALL CUPS TO FIT SNUG INTO TUBE MULLIONS.
TAPCONS MAY BE HEX OR FLAT HEAD. ��•' 0
��Q•'•, 131 .OF A drawing no.
�toR1oR.' •�- M15-07
FL #1842 ,T1T`��` sheet g of g
- METAL.STRUCTURES #14 SMS OR 1/4"TEKS METAL'STRUCTURES #14 SMS OR 1/4"TEKS �� I�
(STEEL OR ALUM. 1/8'MIN.THICK) CUP #14 SMS OR 1/4"TEKS (STEEL OR ALUM: 1/8"MIN.THICK) 4 PER CLIP _
j\2POEN
EACH WING) 1 PER ANGLE 2 ON EACH WING 814 SMS OR 1/4"TEKS N
STEEL Fy=36 KSI MIN. � STEEL: Fy-=36 KSI MIN. ( ) 2 PER ANGLE � �
ALUMINUM 6063-TS MIN. - ALUMINUM : 6063-TS MIN. Z n o
C m 7
IT,
ti O p
NUPIN 0 W
IL
t I1 �o LL,
I
IIIIr II
III l JIIIII IIIIIu uIIiII 2 2 % 1/8' \N _________ III III Il JIIII
#14 SMS IuII I uIIIlI 2E8•
----------- ALUM ANGLE PUMANGLLLC
_/ O .Mv
w2Orc
<
FOR 3 TBE 0inII FLOATING CUP X14 SMS FLOATING CUP 2-3/4D.C..00 2 PER GLE TUBINA CFOR ALL OTHER ES
1-3/4'O. M3 SCREWS PER ANGLE 7+,
ouQ
j
" ANCHORS 'TYPE' '62` - ANCHORS TYPE''84'
0
U n
ALL CLIPS TO FIT SNUG INTO TUBE MULLIONS. j
TAPCONS MAY BE HEX OR FIAT HEAD. m
Z
2 E m
#14 SMS® 1-1/2'O.C.MIN. J c n
2 PER CHANNEL(1%2& 1X3 TUBES)_ _J c)
3 PER CHANNEL(1X4&2X4 TUBES) TUBE MULLION p
4 PER CHANNEL(2X6 TUBE) W C] LL
j Q Q T
M N
I =
z 0 IL m
I I ?3
1/8"THICK ALUM CHANNEL Q LL M v
LENGTH TO FIT SNUG w w
INTO MUTAJON -TUBE MULLION Q�m
TUBES MAY BE NOTCHED I I 0
AS TO ALLOW INSTALLATION
CUP A I I
OF CUP ANGLE I
CAULK JOINT ArZER ASSEMBLY I �
.._. 3 UP (1X4& %4 TU6
®14 S 2
2PER C 1
A'^cam,OLE PER C ( )� _ ... 1 1".'F II I:.'
i
...4.PER.OJP 2X5.TUBE - .. I- �- _.-- ,. .._ . . c .{
o
I
--
-----
----- ______ -____ ________ ________ c v
0
I I I m o
I I O
THIS SCREW CAN BE I g10 FH CSMS I I I I --1^11II1Ij"
INSTALLED IN EITHER II ?'O.C. MIN. i I II `J W" � hii ! •e
DIRECTION
� n
1-3/4'X 2"X 1/8"(FOR 2BY TUBE) -Y}.• No.70882 •:�- _ t
3/4'X 2"X 1/B'FOR(1BY TUBE)
ALUM ANGLE
E TO
CUT TO FIT SNUG INSIDUBE —
:�Q'•. 6.':�OF?- � -drawing—no-
ANCHOR DETAIL #1 ''.�SS �G M15-07
METAL TO METAL CONNECTION FL #1 2
�''�i0i�A`�``� heel 6 of 6