HomeMy WebLinkAboutProduct Approval (2) RECE!`'70 OCT 13 2916
Ml M DADS MIAMI DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY 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 (NOA) www.miamidade.gov/economy
AWP Windows and Doors,LLC
8130 NW 74"Avenue
Medley,FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami--Dade County RER-
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. RER
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: Clipped,Extruded Aluminum.Tube Mullion-L.M.I.
APPROVAL DOCUMENT: Drawing No. M95-06A, titled"Aluminum Tube Mullions", sheets 1 through
6 of 6, dated 11/20/95, with revision G dated 08/28/15, 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.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
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.
TERNIINATION 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 No. 11-1213.07 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. 15-0818.06
DECOUNTY Expiration Date: December 24,2021
Approval Date: February 25,2016
2 I
Pagel
AWP Windows and Doors,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No. 11-1213.07, 02-0227.01 and.95-0515.09)
2. Drawing No. M95-06A, titled "Aluminum Tube Mullions", sheets 1 through 6 of 6,
dated 11/20/95, with revision G, dated 08/28/15, prepared by Al-Farooq Corporation,.
signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of 2 mulled fixed frame
windows, 0-0 configuration, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-6600, dated 08/30/11, signed and sealed by Marlin D. Brinson,P.E.
(Submitted under previous NOA No. 11-1213.07)
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 3 mulled fixed frame
windows, 0-0/0 configuration, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL-3284, dated 02/01/02, signed and sealed by Luis Antonio
Figueredo, P.E.
(Submitted under NOA No. 02-0227.01)
3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
along with marked-up drawings and installation diagram of a window, prepared by
Fenestration Testing Laboratory, Inc., Test Report No. FTL-1297, dated 09/21/95,
signed and sealed by Yamit Gerardo Kuri, P.E.
(Submitted under NOA No. 95-0515.09)
C. CALCULATIONS:
1. Anchor verification calculations and structural analysis, complying with FBC 5"'
Edition (2014),prepared by Al-Farooq Corporation, dated 10/08/15, signed and sealed
by Javad Ahmad,P.E.
D. QUALIFY ASSURANCE
1. Miami--Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
Manuel"--e.1,P.E.
Product Contr 1 Ex iner
NOA No. - 818.06
Expiration Date: December 24,2021
Approval Date: February 25,2016
E-1
AWP Windows and Doors,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no
financial interest, dated October 2, 2015, issued by Al-Farooq Corporation, signed and
sealed 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 owners 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. 11-1213.07, dated 04/20/15, signed by Mr. Kevin Barrett, Chief
Financial Officer,AWP Windows and Doors, LLC.
4. Statement letter for Name Change Request dated 04/20/15, issued by AWP Windows
and Doors, LLC, signed by Gerardo Beros,Director of Engineering.
5. Laboratory compliance letters for Test Report No. FTL-6600, dated 08/30/11, issued
by Fenestration Testing Laboratory, Inc., both signed and sealed by Marlin D.
Brinson,P.E.
(Submitted under previous NOA No. 11-1213.07)
6. Laboratory compliance letters for Test Report No. FTL-3284, dated 02/01/02, issued
by Fenestration Testing Laboratory, Inc., signed and sealed by Luis Antonio
Figueredo,P.E.
(Submitted under NDA No. 02-0227.0.X)
7. Laboratory compliance letters for Test Report No. FTL-1297, dated 09/21/95, issued
by Fenestration Testing Laboratory, Inc., signed and sealed by Yamil Gerardo Kuri,
P.E.
(Submitted under NOA No. 95-0515.09)
G. OTHERS
1. Notice of Acceptance No. 11-1213.07, issued to Trulite Window & Door Solutions,
LLC for thea Clipped, Extruded Aluminum Tube Mullion — L.M.I., approved on
02/02/12 and expiring on 12/24/16.
Manuel PU-Ti
P.E.
Product Controliner
NO No. 8.06
Expiration Date: December 24,2021
Approval Date: February 25,2016
E-2
.750 1.625 1.718 �4%
z � _
0
2.250 F W
b8Hd0 I GAZING PRODUCT I O o
I I r.125 rd25 a
' "ddd--JJJrlirrLL- 1 Q .
4.000 1.719 4.000 1.266 4.000 v O ~
_ 0 C��M O
I.00D p a a o
TYPICAL MULLION CLIP (YE-65 p
WINDOW FRAME
(ALT.TO ANGLES) ` (6063–T6) (ALT.OUA MULLION CLIP (6Q63–TS) Q W 3 LL y
CLIP LENGTHS MUST BE CUT TO FIT SNUG CLIP LENGTHS MUST BE CUT TO FIT SNUG LL 2
I
INTO TUBE'MULLIONS. INTO TUBE MULLIONS. J��Q j
I Q w.hS f
6.000
rlPF
1728 r 1.718 0
`I 2..000 3.000 L] 14.000
2.000—�I ALL TUBE MULLIONS TO BE ALLOY 6063–T6. .125 .125 Z J
1.613 1.613 O
J � n
MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS 0
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING m Z
MULLION CLIP(6063-T5) MULLION CLIP (6o63-T5) 1
CLIP LENGTHS MUST BE CUT TO FR SNUG CUP LENGTHS MUST BE CUT TO FIT SNUG 3 n M
INTO TUBE MULUONS. INTO TUBE MULLIONS. 7 0
(NO SIDE FASTENERS REOD.) (NO SIDE FASTENERS REOD.) _Z Z 3 LL m
� c$Z4j o
JpJ
Q 3?W
.125
O
2.000 ¢
RECTANGULAR ALUMINUM TUBE MULLIONo
USING MULLION PROPERTIES ONLY ANGLE CLIP (6053-r5) �33,0 e
NOTES: MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. a g u 3 S
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE AND CAN BE USED WITH ALL MIAMI–DADE COUNTY APPROVED
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY IMPACT AND NON–IMPACT RESISTANT PRODUCTS.
HURRICANE ZONE(HVHZ)- --- .v u
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INSTRUCTIONS:
INFILTRATION,FORCED ENTRY RESISTANCE,SAFEGUARDS ETC. D o 4 u
USE CHARTS AND GRAPHS AS FOLLOWS.
WOOD SUCKS BY OTHERS,MUST DE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 _
ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,EMBEDMENT FOR PARTICULAR OPENING. PRODUCT RHVISED Eng,..JAVAD AHMAD o 'c
TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC.). STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD mwmP1yv18wIthLha Flarlb
REQUIREMENTS. Balding Oodc oR �11 a FLA.P qq 70592
ANCHORING CONDITIONS OTHER THAN THOSE SHOWN M THESE DETAILS USE CONNECTION TO MULLION AS PER PRODUCT AccF tioceNO LULL 8 r O 6 CAN S5'.
ARE NOT PART OF THIS APPROVAL. STEP3 Lio Dam C c a
APPROVAL.
A LOAD DURATION INCREASE IS USED M DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS,PUT COME INTO STEP 4 DESIGN RATING MORE THAN DESIGN LOAD MULLION
BY OC1
IN STEP 1 ABOVE. Wm DadePmductCo m drawing
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS g no.
OF THE FLORIDA BLDG.CODE USING ANCHOR TYPES ON SHEET 4 THRU 6 AND ANCHOR CITA
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION STEPS ON SHEET 3,SELECT ANCHOR TYPE WITH DESIGN RATING _ M95-06A .
IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE.
sheet 1 of 6
DESIGN LOAD CAPACITY - PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY -PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF(TUBE MULLIONS) �U o
WlNDOR DIMS. I X 2 1 X 3 1 X 4 2 X 4 2 X 8 WINDOW DIMS. WINDOW DIMS. -VERTICAL � N
1 X. 1 X 3 7 X 4 2 X 6 2 X 8 I X 2 1 X 3 I X 4 2 X 4 2 X 6
WIDTH (V!)MULL SPAN STD. STD. STD. STD. STD. WIDTH(W)MULL SPAN STD. STD. STD. STD. STD. WIDTH(W)MULL SPAN STD. STD. STD. SCD. STD. MULLION �
19-1/8" 140.0 140.0 140.0 140.0 140.0 19-1/8' - 515 110.4 140.0 140.0 19-1/8' - - 28.5 41.6 115.6 p z z
GLA7JNC GLAZING =fid Q F at�z
26-1/2' 136.2 140.0 140.0 140.0 140.0 26-1/2' - 37.2 -79.7 116.4 140.0 26-1/2' - - 20.5 30.0 83.4 PRODUCT PRODUCT N y I'on
30" 120.3 140.0 140.0 140.0 140.0 30" --- 32.6 70.4 102.8 t40.0 30" - - - 26.5 73.7_ a j E
_37" 97.6 140.0 740.0 140.0 160.0 37" -_-_ 26.6 57,1 03.4 140.0 37" - - 21.5 59.8 O
42' 85.9 140.0 140.0 740.0 140.0 42' - 23.4 50.3 73.5 140.0 42' - - - - 52.6 C
48' 38-3/8' 75.2 140.0 140.0 140.0 140.0 48' gb' - 20.5 44.0 64.3 140.0 48' 132' - - - _ - 46.1
53-1/8" 67.9 139.8_ 140.0 140.0 140.0 53-1/8' - - 39J__58.1 127.2 53-1/8' - - - - 41.6 W1 W2
60' 60.2 123.8 140.0 140.0^ 140.0 60" - - 35.2 57.4 172.6 60" - - - - 36.8 eri
ARCHES TO BE INSCRIBED r0
66' 54.7 112.5 140.0 140.0 140.0 66" - - 32.0 46.7 102.4 6b" - - - - 33.5 O th 0
INSIDE RECTANGULAR SHAPE a OR a m
72' 50.1 103.2 140.0 140.0 140.0 72" - - _ 29.3 42.8 93.6 72' - - - _30.7 0
HORIZONTAL MULLION
74" 48.8 100.4 140.0 140.0 140.0 74" - - 28.5 41.7 91.3 74' - - - - 29.9 N DD
19-1/8' _82.2 740.0 140.0 140.0 740.0 19-1/8" - 34.5 74.0 108,1 140.0 19-1/8" - - 21.9 32.0 89.0cc
CL7ZINC W 3 6
26-1/2 59.3 140.0 140.0 140.0 140.0 26-1/2' - 24.9 53,4 78.0 140.0 26-1/2' - - - 23.1 64.3 %� PRODUCT �� ?N
I
30" 52.4 140.0 140.0 140.0 140,0 30" - 22.0 47.2 68.9 140.0 30' - - 20.4 56.8 Q w N� F
37" 42.5- 115.3 140.0 140.0 140.0 37" - - 3B.2 __55.9 139.8 37' - - - 46.0 N
_
42" 37.4 101.6 740.0 140.0 140.0 42" - - 33.7 49.2 123.2 42' - - - - 40.5
48' 50-5/8" 32.8 88.9 140.0 140.0 140.0 48" 96" -__ - 29.5 43.1 107.8 46' 144" _ - - - - 35.5 3
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 GLAZING GLAZING V
PRODUCT PRODUCT
80' 26.2 71.1 114.5 140.0 740.0 60' - __ 23.6 -34.4 86.2 60' - - - 28-4 Z m
66" 23.8 64.7 104.1 140.0 140.0_ 66" - - 21.4 31.3 78.4 66'
72" 21.8 59.3 95.4 139.3 140,0 72' - - - 28.7 71.8 72' - - - - 23.7 J 0 n
74' 21.2 57.7 92.8 135.6 140,0 74' - - - 27.9 69.9 74' - - - - 23.0
MULLION SPAN nl Q
19-1/8" 42.7 122.7 149.0 140.0 140.0 19-1/8" - 24.2 51.9 75.9 140.0 TYPICAL MULLION ARRANGEMENTS
26-1/2" 30.8 88.1 740,0 140.0 140.0 26-1/2" - - 37.5 54.8 140.0 _---.- m Z q
30' 27.2 77.8 140.0 140.0 740.0 30' - - 33.1 48.4 134.5
37' 220 63.1 119.6 740.0 140.0 37' - - 26.9 39.2 109.1 WIDTH (W) = W7 +w2 �M
2 y
�M
V^J m
42' - 55.6 105.6 160.0 140.0 42" - - 23.7 34,6 96.1 Z Z 3 LL 48 63" 48.6 92.4 135.0 140.0 48" 108" - - 20.7 30.2 84.1 Z Z
53-1/8" - 43.9 83.5 121.9 140.0 53-1/8' - - - 27.3 76.0 7 3 n
J
60' - _38.9 73.9 108.0 140.0 60` -_ - - 24.2 67.3 Q 3 OJ s
�2
w
66" - 35.4 67.2 98.2 140.0 66" - - - 22.0 61.2 Q co:
72" - 32.4 61.6 90.0 140.0 72" - - - 20.2 56.1 O
74' - 31.5 60.0 87.5 140.0 74" - - - - 54.5
19-1/6' 26.1 74.6 _1_40,0 140.0 140.0 f9-1/8" - - 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' - 475 101.9 140.0 140.0 30" - - 24.1 35.3 98.1
37' - 38.5 82.6 120.7 140.0 37" - - - 28.6 79.5 o E 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 S
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 c y o o -
72' - - 42.5 62.0 120.1 72" - - - - 40.9
74' - - 41.3 60.4 116,9 74" - - - 39.8 o g $
I X 2 STD. TUBE 1 X 3 STD.TUBE 1 X 4 STD. TUBE 2 X 4 STD. TUBE 2 X 6 SCD. TTU e q
I% W-4 I SX IN-7 IX IN-4 SX IN-3 IX I_r4 SX IN'3 IX W-4 SX W-3 LX IN•'4 SX ItYJ r,_ _�
.332 .332 .950 .633 2.037 1 8.276 1 2.7581.
NOTE: EAgr,JAVAD ARM !2
CML j
MULLIONS cam NS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCTREVIS[DJ FA PE 70592 _
VERTICALLY OR HORIZONTALLY. a D wilh 01e _ oAN. e
as fyinFlorida a "
Build lUCoda. - 0
(INTERPOLATION BETWEEN WIDTHS ALLOWED) A c�
RX imtio Date Q 2021 CT �� 015
[MULLIONS Browing no.
Dy M95-06A
Minn ado Product Cant
sheet 2 of 6
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY -PSF U
WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE Lm
WIDTH(W)MULL SPAN A2 A4 AA2 AA4 AAA2 AAA4 B2 B4 WIDTH(W)MULL SPAN A2 A4 AA2 AA4 AAA2 AAA4 B2 B4 WIDTH(W) MULL SPAN A2 A4 AA2 AAA AAA2 AAA4 E12 R4
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 44.5 889 114.0 140.0 140.0 140.0 19 1/8" 46.1 92.2 28.3 56.6 72.6 140.0 89.2 140.0 Z zl
26 1/2" 114.4 140.0 70.2 140.0 140.0 140.0 140.0 140.0 26 1/27 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 64,4 128.6 F�
_ _ _ __. .. .._...._._ _._.._ o C)
30" 101.1 140.0 6Z,0 124.1 140.0 140.0 140.0 140.0 30" i6.2 92.7 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 r n I�
37' 81.9 140.0 50.3 100.6 129.0_ 140.0 140.0 140.0 37" 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 Q o
42' 72.2 140.0 44.3 88.6 113.6 ;40.0 139.7 140.0 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
48" 38 3/8' 63.2 126.3 36.8 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 46" 132" - 36.7 22.5 28.9 57.8 35.5 71.1
54" 57,1 114.1 35.0 70.1 89.8 140.0 1105 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
60' 50.5 101.1 31.0 62.0 _79.6 140.0 97A 140.0 60' 23.1 46.2 - 28.3 36.3 72.7 44,7 89.4 60" - 29.4 - - _23.1 46.3 26.4 56.9 p
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 40.6 81.2 66' - 26.7 - - 21.0_ 42.0 1 25.9 51.7 Cf 2>co op
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 37.2 745 72" - 24.5 - - - 38.5 23.7 47A G
74' 41.0 61.9 25.2 50.3 64.5 129,0 79.3 140.0 74' 1 - 37.4 - 23.0 295 58.9 36.272.5 74' - 23.8 - - - -37.5 23.1 46.1 W M
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 lz Q W;9
26 1/2' 86.7 ;40.0 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 BBS 140.0 26 1/2' 705 61.0 - 37.4 48.0 96.0 59.0 118.0 {L Z N f
30' 76.6 140.0 47.D 94.1 120.6 140.0 140.0 140.0 30' 40.4 80.8 1 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 0 t7 Q 2
37' 62.1 124.2 1 38.1 76.3 97.8 140.0 120.2 140.0 37" 328 65.5 20.1 40.2 51.6 103,1 63.4 126.8 37" 21.8 43.7 - 26.6 34.4 68.8 42.3 1 84.5 Q Ld
42" 54.7 109.4 33.6 67.2 86.1 140.0 105.9 140.0 42' 28.9 57.7 - 35.4 45.4 90.9 55.9 111.7 42" - 38.5 - 23.6 30.3 60.6 37.2 74.5
48' S0 5/8" 47.9 95129.4 58.8 75.4 140.0 92.7 140.0 48' 96" 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 6512 0
54' 43.3 86526.6 53.1 68.1 136.2 83,7 140.0 54' 22.8 45.6 - 28.0 359 71.8 44.2 68.3 54' - 30.4 - - 23.9 47.9 29.4 58.9 U ^�
1
60" 78.3 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' - 26.9 - - 21.2 42.4 26.1 521 Z -1 m
m
66' 34.8 69.6 21.4 42.8 54.8 109.6 67.4 134.8 66' - 78.7 - 22.5 289 57.8 35.5 71.1 86' - 24,5 - - - 38.5 23.7 47.4 0
N
72" 31.9 63.8 - 39.2 50.3 100.5 61.8 123.6 72" - 33.7 - 20.7 265 53,0 32.6 65.2 72' - 22.4 - - - 75.3 21.7 43.4 -1 p n
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 OQ
19 1/8" 96.6 140.0 597_ 118.6 140.0 140.0 140.0 140.0 19 1/8' 56.3 112.7 34.6 69.2_ 88.7 140.0 109.0 140.0
26 1/2' 69.7 139.4 42,8 85.6 109.7 140.0 134.9 1 140.0 26 1/2' 40.7 81.3 25.0 49.9 64.0 128.0 78.7 140.0 m Z<,p
M. Q
' 61.6 127.1 37.8 75.6 96.9 140.0 119.2 140.0 JO' 75.9 71.8 22.0 44.1 56.5 113.1 69.5 139.0 7
37' 49.9 99.8 30.6 61,3 78.6 140.0 96.6 140.0 37' 29.1 58.2 - 35.7 455 91,7 56.4 112.7 w�M N
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 oO t` n
SEE SHEETS 4 TNRU 6 WSIOE RECTANGULAR SHAPE O _j m
48' 63' 38.5 77.0 23.5 47.2 60.6 121.1 74,5 140.0 48' 108" EA _44.9 - 27.6 35.3 70.7 43.4 85.9 Z Z 3 .1
cl
FOR DETAILS HORIZONTAL YY
54' 349 695 21.3 42.7 5+.7 109.5 67.3 134.6 54' 20.3 40,6 - 24.9 31.9 63.8 39.3 78.5 SEE CtWRT FOR CAPACITY -MUWON 3 Z W o
BO' 309 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 J
fib" 28.0 56.0r50.3
34.4 44.1 88.1 54.2 108.3 66" - 32.6 - 20.0 25,7 51.4 31.6 63.2 ��GLAZING J Q wg
72' 25.7 51.331.5 40.4 80.8 49.7 99.3 72" - 29.9 - - 23,6 47.1 29.0 57.9 VERTICAL i� PRODUCT
MULLION O
74' 25.0 49.930.6 39.3 78.8 48.3 96.6 74' - 29.1 - - 22.9 45.8 28.2 56.4 o Z c
19 1/8' 81.9 140.0 100.6 129.0 140.0 140.0 140.0 19 1/8' 50.7 101.4 31.1 62.2 79.6 140.0 98.1 140.0 n \ANCHOR
GLAZING GLAZING D N026 1/2' 59.1 118.3 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 PRODUCT E ETAIL#152.2 104.5 64.1 82.2 140.0 101.1 140.0 30" 32.3 64.6 - 39.7 50.9 101.13 62.6 125.1GLAZING CLAZING37" 42.4 84.7 1 52.0 66.7 133.3 82.0 140.0 37" 26.2 52.4 - 32.2 412 825 50.7 101.4 PRODUCT PRODUCT o
42' 37.3 74.6 22.9 45.8 58.7 117.5 72.2 140.0 42' 23.1 46.2 - 213,! 36.7 72.7 44.7 89.4 a E 1 0 2
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 - 249 31.8 63.6 39.1 78.2 `u w E
54' 295 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 v U S 3
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 L11 W2
66' 23.7 47,5 - 29.1 37.4 74.8 46.0 91.9 66' - 29.4 - - 23.1 46.3 28.4 56.9
72' 21.8 47.5 - 26.7 34.3 68.5 42.1 84.3 72' - 26.9 - - 21.2 42.4 26.1 52.1 TYPICAL MULLION ARRANGEMENTS o"
a ry o
74" 21.2 47.4 - 26.0 33.3 66.7 41.0 82.0 74' - 26.2 - - 20.6 41.31 25.4 1 50.7 �
WIDTH (W) = Wt +W2 v W o
2
NOTE: Engr;JAVAO ANMAD o
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER FLA.PE5 538 7
PBODUCTREVISDD CAN. 8592
$
LOCATIONS AT HEAD, SILL OR JAMB ENDS. �ro,�P1r1,tDWutllt,oPlodaa '
FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6. DU11dWCod' 9 9
INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED AccegW cc No ZUY� 8 O CT 0 7.015
EundonDatc
ANCHORS drawing no.
Br M95-06A
]wti a de Product Lontol
sheet 3 of 6
V
1/4'DIA.TAPCONS BY-ITW' 1/4'DIA.TAPCONS BY'ITW ml
1-1/2'MIN.WOOD PENETRATION 1/4'DIA.TAPCONS BY'1174' 1-1/2'MIN.WOOD PENETRATION 1/4'DIA TAPCONS BY'ITW' o'
1"MIN. 2 PER CLIP(1 ON EACH WING 1-1/2'MIN.WOOD IPENE RATIO
ANCLN I 4 PER CLIP(2 ON EACH WING 1-1/2'MIN,WOOD PENETRATION
EDGE DIST. IJ 1'MW. 1'MIN. 2 PER ANC Z
_ EDGE
DIST. i
ao 0
` TYP , RYE
I a1i IR ��tl
44
o
xg I I DIU�1W
��
IT a u U p a a tp
284 WOOD BUCK U O 2 X 2% 1 8 284 W000 RUCK l O 0 2%2 X 1/8'
dl t•C
OR I I I 1 E ' OR 1 I I 1 /' p t0 K ID
1 1 1 ALUM ANGLE 1 _____________ 1 OD STRUCTURE 1 i 1 ALUM ANGLE �,X ,p tV
WOOD STRUCTURE I 1 1
$14 SMS I 1 I 1 1 1 1 I LIC .y.
1 1 , 1 2 PER ANGLE I I I 1 I 1 2 PERI AN.
1 I IL Z,N S L'
1 , FLOATING CLIP , , 1-3/4'O.C.MIN. I I I 1 FLOATING CUP 1 I I I
I I I I I I I 1 I 1-3/4'O.C.MIN. 1 I "1 1 M a w
' t- 112
FOR 3'TUBE °-� Q 1-
2-3/4"O.C.MIN.
FOR ALL OTHER TUBES if
I
U
I!1
z m
O
J 0 o
O n
7
1/4'DIA.TAPCONS BY'ITW 1/4'DIA TAPCONS BY'ITW' 1/4'DIA TAPCONS BY'RW 1/4'Dbl TAPCONS BY'ITW' O
1-1/4'MIN.EMBED 1-1/4'MIN.EMBED 1-1/2"MIN.EMBED 1-1/2'MIN.EMBED I�j
INTO CONCRETE OR BLOCK INTO CONCRETE OR BLOCK 2-1/4' INTO CONCRETE OR BLOCK INTO CONCRETE OR BLOCK W 0>tp
2-1/a'MIN. 2 PER CUP(1 ON EACH WING) 1 PER ANGL M(N. 4 PER CUP (2 ON FACH WING) 2 PER ANGLE m Q S Io
EDGE DIST. EDGE DIST.I 3'
MIN. I i (O n M n
MIN, Z o 3 fi
3z� �
aooC
Q M W
N� I1 11 n �
00 m
�f 11 I \� 11 '� 1! tl
1BY 1` �, U 2 X 2 X 1/8- 1BY ,\ , 2% 2 X 1/8'
t ------ W000 BUCK
___-_________ o
1 I
I 1 ALUM ANGLE W000 BUCK , , , ALUM ANGLE
I I 1 1 4 SMS
2 PER ANGLE 1 1 I I I 1 #14 SMS g zG
1 I I I I I I I 1 I 2 PER ANGLE 1 - si
FLOATING CUP 1 1 1-J/4"O.C.MIN, 1 1 1 4 1 FLOATING CUP I I 1-3/4'O.C.MIN. I I 0.
I I FOR 3'TUBE 1 - 4 a o 0
2-3/$O.C.MIN. p p
FOR ALL OTHER TUBES yo
ANCHORS TYPE 'A2' ANCHORS TYPE 'A4'
oon�smn
.y
•�C Y r
PRODUCTREVISED
os colnplyiuS%N-All the NorioEvildinB Code _ n
i
AttcpianceNO 4 ySn� V � U � En9r.JAV N ARAUD o n
EXpflatianDn[a !} (V FLU.p 7M2
CAN 530 _ i9 a
Ey S
lvlluml adoPraluctCoolwY��
AlL CLIPS TO FlT SNUG INTO TUBE MU ONS. JJ/ •r Or,%Sir) draw
ing no.
[TAPCONS MAY BE HEX OR FLAT HEAD. _ „9
5
-06^
sheet 4 Of 6
1/4'Ow.TAPCONS BY'Inv' 1/4'DIA.TAPCONS BY'I>w'
1-1/4'MIN.EMBED INTO MASONRY BLOCKS 1-1/4'MIN. EMBED INTO MASONRY BLOCKS
1/4'DIA TAPCONS BY'ITW' 1 4 OIA TAPCONS BY'RW' ul
2 PER CUP(I ON EACH WING 4 PER CLIP(2 ON EACH WING / m
1-I/4°MIN.EMBED INTO MASONRY BLOCKS 2-1 4 1-1/4"MIN.EMBED INTO MASONRY BLOCKS
2-1/4"MIN. 1 PER ANG /. 2 PER ANCL Z z
MIN.
EDGE DIST. EDGE D1.i. 3' 0 1- 01 0
A A\ � n Al A MIN IN AA A A 7 'P �I
L/// / / / �/ ' / 1 ~W �
' Al
/ / j as
0
I os
n II
NI0(FJ V
\ 1 1 \Fl -
fill v W1O(0
U U 2 X 2 X 1/8" _____ ,� li f L. 11 2 X 2 X 1/8" a C>m g
I I I 1 1 ALUM ANGLE - ------- 1 1 I ALUM ANGLE Q a Q el
I 1 1 X14 SMS 1 I I I I , 1 .3�K d
I I 1 I 2 PER ANGLE 1 1 I 1 , , $14 SMS 1 1 O t0 t0
I I FLOATING CUP 1 I 1-3/4'O.C.MIN. I I I I 1 I 1-3/4'O.C. MIN. I i W PER ANGLE 3 a
I 1 1 I I I I I FLOATING CUP /" a W F
I I I I I I I : FOR 3'TUBE I I 1L 2:N-m
2-3/4-O.C. MIN.
FOR ALL OTHER TUBES Q wi
C" u
0
ANCHORS TYPE 'AA2' ANCHORS TYPE 'AA4' N J
Z J m
O
J in
J Q n
0
ll
m Z Q 1,00
7 Q _
3�M
7/4'DIA TAPCONS BY'flYf' ! 1/4'OLl TAPCONS BY'lIW'
1-3/4'MIN.EMBED INTO CONCRETE I 1-3/4'MIN. EMBED INTO CONCREFE a l�
1/4'DIA TAPCONS BY'ITW' 1/4'DIA.TAPCONS BY-ITW z Z 3
2 PER CUP(1 ON EACH WIN ( 4 PER CUP(2 ON EACH WING _
1-1/4'MIN.EMBED INTO CONCRETE 2-i 4 1-1/4"MIN.EMBED IMO CONCRETE � Z in
2-1/4"MIN. 1 PER ANCL MIN." 2 PER ANGL J 3 p J
EDGE GIST, EDGE DIST. 3- Q 3 M
pMIN. I I a m
f - •�
11 I�
IF it II II \g IIII II
a I I ��
r f I I \ II 11 � ; 7 I \� I II oo
11 I I V U 2�� - X
I _e w$$
u i 2x 2x1/8'' + 1 I 1 1 2x2x1/8" � aa
ALUM ANGLEf-_____________ I I t I ALUM ANGLE C OR
1 I 1
#14 SMS I 1 I I I I I o< "��
I i i I 2 PER ANGLE I 1 I I 1 , /j14 SMS 1 1 y j
I I 1-3/4'O.C.MIN. I I I I I I 2 PER ANGLE
I 1 FLOATING CUP 1 1 /" FLOATING CUP-/, I 1-3/4"O.C. MIN. I I
I 1 I I I I I I 1 I FOR 3'TUBE 1 I
Lt
2-3/4"O.C.MIN. Iin
FOR ALL OTHER TUBES H o r m
o u
c
ANCHORS TYPE 'AAA2' ANCHORS TYPE 'AAA4' �
Engr.JAVAP AHMAD 1 •s o
CM
FLA.PE 70592 -7
C.AN, 38 n a
ALL CUPS TO FIT SNUG INTO TUBE MULLIONS.RODUCI'RHV158D, 9 & a
TAPCONS MAY BE HEX OR FIAT HEAD. scnmplyfng Lvilh lLOFlodde $ a
vildinBCOdO pp O
—` .PIOnceNo IAuz� g 6 ZQ�,Ft drawing no.
LOti n DOtc ((
Ly M95_06A
1�::u �::Ce PfOfin[(COn1rO1 sheet $ of 8
METAL STRUCTURES 814 SMS OR 1/4"TEKS METAL STRUCTURES 814 SMS OR 1 4 TEKS o
(STEEL OR ALUM. 1/8'MIN.THICK) 2 PER CLIP 814 SMS OR 1/4'TEKS (STEEL OR ALUM. 1/8"MIN.THICK) 4 PER CLIP /" 1
STEEL:Fy=35 KSI MIN. (1 ON EACH WING) 1 PER ANGLE STEEL: Fy J6 KSI MIN. (2 ON EACH WING) 21PER ANGLE
1/4'TEKS ro
ALUMINUM : 6063-T5 MIN. ALUMINUM 61-T5 MIN. Z
\
�� L Q X
4a�o 0
1 V II II ! I II II G t
a ,
II II U II 7
r _________ 1/8' IL.___t__________� Il JI 814 SMS U U 2 X 2% I B l] 14
1 , I ALUM ANGLE I 1 I I OC1L t4 0
I 1 1 I 1 a r I I 2 PER ANGLE I I ALUM AN a >
I I I 1 1 I I 1 1 1-3/4'O.C. MIN. I I Q If
I I FLOATING CLIP ; ; 814 Sh1S I 1 1 I j ; FOR 3'TUBE ; C 4 ¢
I 1 2 PER ANGLE 1 I 1 I FLOATING CLIP 1 I 2-3/4'O.C.MIN. I I a to G r.1
1
I I 3 SCREWS PER ANGLE , I zo
1u Oj
-� 1-3/4'O.C.MIN. i_ 1 _.1 i_ Q m IXZ
m
T Qwrie
—�
ANCHORS TYPE r62r ANCHORS TYPE '84r a,
n
ALL CLIPS TO FR SNUG INTO TUBE MULLIONS,� J �
TAPCONS MAY BE HEX OR FLAT HEAD. cn-
Z m
814 SMS® 1-1/2'O.C.MIN. - -- — — J Q' mo
2 PER CHANNEL(1X2& 1X3 TUBES) O 3
3 PER CHANNEL(1X4&2X4 TUBES) TUBE MULLION O
4 PER CHANNEL(2X6 TUBE) O
W �
z Qu,
______ _________ Q co
I I ZZLL N
I I J 3ov
1/8"THICK ALUM CHANNEL
vLENGTH TO FIT SNUG 1 1 Q 3 M W
INTO MULLION ; TUBE MULLIONQ oD 1-
TUBES MAY BE NOTCHED
AS SHOWN TO ALLOW INSTALLATION
OF CLIP ANGLE ,
CAULK JOINT AFTER ASSEMBLY ; I
814 SMS® 1-1/2'O.C. MIN. I I
2 PER CLIP(1X2& IX3 TUBES)
ACCESS HOE 3 PER CUP(1X4&2X4 TUBES) I 1 0
4 PER CUP(2X6 TUBE) I o o
LL
o<
R 6
0
I I I 1 �macro v.u
THIS SCREW CAN BE ; 810 FH SMS I 1
INSTALLED IN EITHER I 2 PER CUP
i 1'O.C.MIN. I I En9r.JAVAD AHMAO n o
DIRECTION ^ _ 1 I 1 I
C N s
FIA.PE 0592
CAN. 5 a '^ n
1-3/4"X 2-X 1/8"(FOR 2BY TUBE) PRODUCTRBVISED U
.3/4'X 2-X 1/8'FOR(IBY TUBE)-/ recomplyingwith rho Florida OCT 9(11 0 3 v
ALUM ANGLE Building Cade nn p Q
CUT TO FIT SNUG INSIDE TUBE Acceptan cNo 20218 r O 6 dra��0o.
:Expiration Date 9
ANCHOR DETAIL :By M95-06A
METAL TO METAL CONNECTION mi-ml Dad a product Control
sheet 6 of 6