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Archived
Product Manufacturer Assura Windows&Doors
Address/Phone/Email 1543 N.Powerline Road
Pompano Beach,FL 33069
(305)887-2646 Ext155
gberos@assurawindows.com
Authorized Signature Gerardo Beros
gberos@assurawindows.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category OEvaluion.Report
Subcategory
Compliance Method from a Florida Registered Architect or a Licensed Florida
gineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Javad Ahmad
Evaluation Report
Florida License PE-70592
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Jesus Gonzalez,P.E.
�' Validation Checklist-Hardcopy Received
Certificate of Independence FL21844 RI COI SS-Series Aluminum Tube Mullion(LMI -CI 2017.pdf
Referenced Standard and Year(of Standard) Mandard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
AL-FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER#61 G20-3- METHOD 1 OPTION D
FL 21844
Date: 1/22/2018
Detailed Prod Description:
Manufact er:ASSURA WINDOWS&DOOR LLC.
Manufa urer Address:1543 N POWERLIN ROAD.POMPANO BEACH FL 33069
Model ame:SERIES ALUMINUM TUBE M LLION
Maxi um Window Width:74"
Maxi um Span:144"
Maxi um Load:+140 PSF.-140 PSF arge Missile Impact)
Instal ation Drawings#M15-07
his product complies ' h the High Velocity Hurricane Zone(HVHZ)testing requirements.
The ove maximum parameters do not occur simultaneously.
allation drawings for combination of span vs loads and anchor type.
Comparative analysis used X Yes No
Mandatory Tests(Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202)
t TESTS 4 DESCRIP�TIONT` STcIOCATION 3��TESTREPORTTESTAN. P
G .DATE REPORT:
#" Sealed*by
ASTM E330 Uniform Static Fenestration Testing 09/21/1995 FTL-1297 Yamil G.Kuri,P.E.
&TAS 202 Air Press. Laboratory,Inc.
Supplemental Tests(Tested in accordance with TAS-201 and TAS-203)
TEST DESCRIPTION TEST LOCATION TEST;REPORT TEST Test
µ DATE��` REPORTS# � Sealecl•,by
_. .
FBC 1626.2 Large Missile Fenestration Testing 08/30/2011 FTL-6600 Marlin D.Brinson,P.E.
(TAS 201& Impact& Laboratory,Inc. 02/01/2002 FTL-3284 Luis A.Figueredo,P.E.
203) Cyclic 12/20/2001 FTL-3283 Luis A.Figueredo,P.E.
02/04/2002 FTL-3282 Luis A.Figueredo,P.E.
12/20/2001 FTL-3281 Luis A.Figueredo,P.E.
Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the
above product conforms to the requirements of the 2017 Florida Building Code.
Evaluation Report Engineer:
No 70592
ST
Javad Ahmad PE#70592 �ss�O.., `,
Ft�� �'\��,,
i�'� ��E�P
( A 1/23/2018
AI-Farooq Corporation EB#3538
I
E
9360 Sunset Drive,Suite 220 1 Miami,FL 33173 T:305.264.8100 F:305.262.6978 www.afcene.com I alfarooq@afcens.com
Vs
.750 1.625 1.716—..
3
Hi
2.250 2.250 2 :4 i4 2
GIL ZZING PRODUCT O $�.
r.125 H
6 3T- �
4.000 �1.719- 1.266^ 4.000�
4.000
-o�ou p g o
1 0
TYPICAL MULLION CLIP (yE-65) (6063-Ts) MULLION CLIP (6o63-T5) 'ga
. ---.^.--._- WINDOW FRAME (ALT.TO ANGLES) (ALT.TO ANGLES) Q MR j o
CLIP LENGTHS MUST BE CUT TO FIT SNUG CUP LENGTHS MUST BE CUT TO FIT SNUG {I.Z E1
i INTO TUBE MULLIONS. INTO TUBE MULUONS. J
6.000 d 01
728 1 716
.000 � r �� J
Z.O. ALL TUBE MULLIONS TO BE ALLOY 6083-T6. 125 125 (A J
1.81 -3 1.813 O
O .
MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS1-7— g o M
HORIZONTAL OR VERTICAL Ld 0
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 13
MULLION CLIP(6o83-TB) MULLION CLIP (6063-TE) o m L
CLIP LENGTHS MUST BE CUT TO FIT SNUG CLIP LENGTHS MUST BE CUT TO FIT SNUG Z 0.m
INTO TUBE MULUONS. INTO TUBE MULLIONS.
(NO SIDE FASTENERS REGO.) (NO SIDE FASTENERS REDO.) G
RECTANGULAR ALUMINUM TUBE MULLIONS E°
USING MULLION PROPERTIES ONLY t2s
2.000
NOTES:
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE c R
INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ).
F
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE � •---2.000---
0�f?
APPLICABLE BUILDING CODE REQUIREMENTS I.E; WIND LOAD, WATER MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT.
INFILTRATION,FORCED ENTRY RESISTANCE,SAFEGUARDS ETC. AND CAN BE USED WITH ALL F.B.C.APPROVED IMPACT AND ANGLE CLIP (8083-TS) LL
1BY OR 29Y WOOD BUCKS& BUCK FASTENERS BY OTHERS, MUST BE NON-IMPACT RESISTANT PRODUCTS. __ �i
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DELDETAILSo
AND INSTALLED PER MANUF'S INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE 4 `�
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. INSTRUCTIONS: '� o
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. USE CHARTS AND GRAPHS AS FOLLOWS. FL #2 S 844 <m
ALL SHIMS TO BE HIGH IMPACT,NON-METALLIC AND NON-COMPRESSIBLE. =P 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AIID ��"e1�1 g1ill�� ^F'ggqF/,//I A- / m
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT FOR PARTICULAR OPENING. It1STALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION :..A..�!np�p_/ice �
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED
REQUIREMENTS OF THE 2017 FLORIDA BLDG.CODE&ADOPTED STANDARDS. REQUIREMENTS. ON THIS DOCUMENT.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID lik0.705B2 - k
FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT,ADEQUACY APPROVAL ALTERED BY ANY MEANS.
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR USING CHARTS ON SHEET 2 SELECT MULLION SIZE WITH C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED b ',
WATER INFILTRATION RESISTANCE ETC. STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R)
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, IN STEP 1 ABOVE. FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
AND TO BE REVIEWED BY BUILDING OFFICIAL USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ' OF .'(u'`: drawing n0.
USING ANCHOR TYPES ON SHEET 4 THRU 6 AND ANCHOR ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE +tL AZO�Op.;' M 15-07
MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION STEP 5 CHARTS ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN SPECIFIC DFIAYANcs FOR REVIEW. �j r' (���
ILAB CrLIN TO COMPRDANCE LY SECTION WITH SECTION 9709.9,FLORIDA BUILDING CODE. RATING ORE THAN THE DESIGN LOADS SPECIFIED IN STEP D-THIE PROFESSIONAL ENGINEER DATE AND
RIc�RUI.p EUM�Irt51GNATURE OF 5<G Sheet T Of 6
1/22/2018
DESIGN LOAD CAPACITY - PSF TUBE M WLVON3) DESIGN LOAD CAPACITY- PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF(TUBE MULLIONS) �p V
WINDOW DIMS, WINDOW DIMS. WINDOW DIMS. VERTICAL 1�
1 % 2 1 X 1 %4 X 4 2 X 8 1 X 2 1 %3 1 X 4 2 X 4 2 X 8 I X 2 I X 3 1 X 4 2 X 4 2 X 8
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. MUWON o
19-1/8" 140.0 140. _14_ 140.0 _140.0 19-1/8' - 52.0 110.5 140.0 140.0 19-1/8'.- - - - 28.7 42.0 116.8 - Td Z
GLAZING GLAZING 3 0 3
26-1/2' 134.9 M.0_ 146.0 140.0 140.0 26-1/2" -- -37.5 79,8 117.8 140.0 28-1/2' - - 20.7 _3_O.J 84.3 PRODUCT PRODUCT
_ _ y
30" 119.1 140.0 140.0 140.0 140.0 W. 33,2 70.5 103.9 140.0 JO' - - - 26.Bv 74.4 � �•$ �i$ �
37" 96.6 140.0 140.0 140.0 140.0 37" -_ 26.9 57.1 84.2 140.0 37" - - 21.7 60.3 p O
42" 85.1 140.0 140.0 140.0 140.0 42" - 23.7 50,3 _74.2 140.0 42" - - -� - 53.2 0
48" 38-3/8' 74,5 140.0 140,0 140.0 _140.0 48" 84" - _ _20.7 _44.0_-_ 84.9 127.6 48" 132' - - - - 46.5__ 1 p
53-1/8' 67.3 127.0 140.0 140.0 140.0 53-1/8" - -~ _39.8 58.7 115.3 53-1/8'
60' F49.6
112b 140.0 140.0 140.0 60' - _---- 35.2� 51.9 702.1 80' _ - -_ _ J7.2 (� H
ARCHES TO BE INSCRIBED �4
as" 102.Z 140.0 140.0 140.0 66" - - 32.0 47.2 92.8 66• - _ -_ _- _ - 33,8 '-INSIDE RECTANGULAR SHAPE Q'
72" 93.7 140.0 140,0 140.0 72" - - 29.4 43.3 85.1 72' - - - 31.0 HORIZONTAL MUWON 0,4
74' 91.2 140.0 140.0 140.0 74' _- 28.6 42.1 82.8 74" - - 30.2 Q 0 y
19-1/8" 83.0 140.0 140.0 140.0 140.0 19-1/8' 34.8 74.7 109,1 140.0 19-1 B' 22.1 32.3 89.9 %'GLAZING 2i
PRODUCT 26-1/2' 59.9 140.0 140.0 140.0 140.0 26-1/2" - 25.1 53.9 78.8 140.0 1 26-1/2" - - 23.3 64.9
30' 62.9 127.1 140.0 140.0 140.0 30° _47.6 --89.8 140.0 30' - -__ -_- 20.6 57,3 E �{
37' 42.9 103.0 140.0 140.0 140.0 37" - __38.6 56.4 125.8 37' - - - - 46.5
42' 37.8 90.8 140.0 140.0 140.0 42' - 34.0 49.7 110.8 42' "-
48' 50-5/8" 33.1 79.4 126.5 140.0 140.0 48' 96' - - _29.8 43.5 97.0 48' 144' _ __-_ --__ •••,• -.35.B
y GLAZING GLAZING
63-1/8" 29.9 71.8 114.3 140.0 140.0 53-1/8" - - 26.9 39.3 87.6 53-1/8' - - - _ 32.4 PRODUCT PRODUCT
60' _26.5 63.5 101.2 140.0 140.0 so' - - _23.8 34.8 77.6 60' - - _ - - __25.7 O
Be" 24.1 57.8 92.0 140.0 140.0 66' _ 21.6 31.6 70.5 66' - - 26.1 -
72' 22.1 53.0 84.3 130.5 140.0 1 72' - - - 29.0 1 64.6 72' - - - - _23.9 MULUON SPAN _I ._-. J O
74' 21.5 31.5 82.0 127.0 140.D 74' - - - 20.2 62.9 74' --- --- --- -23.2 g 0 p 0
-43.1_ 123.3 140,0 140.0 140.0 19-1/8" - 24.5 52.5 78.7 140.o TYPICAL MULLION ARRANGEMENTS UJ ��0 N1 d
26-1/2" 31.1 69.0 140.0 140.0 140.0 26-1/2' - - - _37.9__ 55.3 137.7 --- Wt + W2 m W 0 LL•
30" 27.5 78.6 128.5 140.0 140.0 M. _ •--- •33.4 48.9 121.7 WIDTH (W) = 2 3 c u
_ O-c
37' 22.3 63.7 104.2 140.0 140.0 37' - 27.1 39.6 98.7 C(D y
42' - 56.1 91.8 140.0 140.0 42' - - 23.9 34.9 86.9 0
Z 0]
4e" 63' - 49.1 80.3 125.3 140.0 48' 1 OB' - - 20.9 30.5 76.0 g O Z E
53-1/8' - 44.4 72.8 113.2 140.0 53-1/8' - - 27.6 68.7 J 7N1
60' - 39,3 1 84.3 100.2 140.0 60' - - - 24.4 60.0 Q m C
66' - 35.7 58.4 91.1_ 140.0_ 8a. - - - 22.2 55.3 ^a It
72" - 32.7 6345 83.5 140.0 72' - 20.4 50.7
74' 31.9 52.1 81.3 140.0 74" 1 - 49.3
19-1/8" 26.3 75.3 140.0 140.0 140.0 19-1/8' - 38.2 55.9 14010
26-1/2' - 54.3 103,3 140.0 140.0 28-1/2" - - 27.6 40.3 110.8
30' - 48.0 91.2 140.0 140.0 30' - 24.4 35.6 97.0
37' - 38.9 74.0 116.1 140.0- 37' - - 28.9 79.3
42' - 34.3 65.2 102.3 140.0_ 42" - - 25.4 69.9
45' 74-1/4' - 30.0 57.0 89.5 140.0 48' 120" - - - 22.3 61.2
53-1/8' - 27.1 51.5 80.9 140.0 53-1/8"
60" - 24.0 45.6 71.6 131.6 60' - - - _48.9_
88' - 21.8 41.5 65.1 11916 lie' - - - - 44.5
72" - - 38.0 59.7 109.7 72' - - - - 40.8 1 X 2 STD. TUBE I X 3 STD. TUB 1 X 4 STD. T E 2 X 4 STD. TUBE 2 X 8 STD. TUBE so 0
74' - - 57.0 1 58.1 106.7 74' - - - - 39.7 1z 2 4 Sx 3 ix.7 2950 4 Sam J I2.0374 Sx 193 2_9784.31.4Ba3 8.2 84 52.7 B, ` 0
J�% ...............
p���i���
NOTE. �� �✓'•>-IGEN@F 9_CJ
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED No.70592 b $
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED) $ _�
� j_'•, OP. drawing na.
M15-07
FL #21844 10 1 [sheet 2 o1 6
1/22/2018
DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY - PSF ���
WINDOW DIMS. ANCHORS TYPE WINDOW DIMS, ANCHORS TYPE WINDDW D1M5, ANCHORS TYPE
WIDTH (W)MULL SPAN A2 A4 AA2 I AA4 AAA2 AAA4 B2 B4 WIDTH (W)MULL SPAN A2 A4 AA2 AA4 AAA2 AAA4 B2 B4 WIDTH(W)MULL SPAN A2 A4 AA2 AA4 AAA2 AAA4 E12 B4
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 A40.0 A40.0 140.0 19 1/8" 46.1 92.2 28.3 56.6 72.6 140.0 89.2 140.0 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 J2.1 64.2 B2.3 140.0 101,2 140.0 26 1/2" 33.3 66.5 20.4 40.8 52.4 104.7 64.4 128.8 M
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' 29A 58.8 - 36.1 46.3 92.5 56.9 113.7
37" 81.9 140.0 50.3 100.6 129.0 140.0 140.0 140.0 37' 37.4 _74.9 2&0 46.0 58.9 117.9 72.5 140.0 1 37' 23.8 47.6 -- 29.2_ 37.5 _75.0 46.1 92.2 QQQIL o`gG'
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 40.8 81.2
48" 38 3/8" 63.2- 126.3 38.8 77.6 99.4 140.0 122.3 140.0 46' 84" _28.9 57.7 35.4 45A 90.9 55.9 111.7 48' 132' - 36.7 - - 22.5 _28_.9 5_7.8 _35.5 71.1 116 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 DFj m
60" 50.5 101.1 1 31.0 1 62.0 79.6 140.0 97.8 140.0 60' 23.1 46.2 - 28.3 36.3 72.7 44.7 89.4 60" - 29.4 - 211 46.3 28.4 56.9
Be, 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 60.1 40.6 81.2 Be. 26.7 _ -_ 21.0 42.0 25.9 51.7
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 47.4 0 s a
74' 41.0 81,9 25.2 50,3 84.5 129.0 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 � H
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 1 140.0 1 19 1/8" 42.2 84.5 25.9 51.9 66.5 133.0 81.8 140.0 1 Z G
26 1/2' 86.7 140.0 53.2 106.5 136, 140.0 _140.0 140.0 26 1/2" 45.7 91.5 28,1 56.2 _7_2.0 140.0 88.5 140.0 26 1/2' 30.5 61.0 37.4 48.0 96.0 59.0 118.0
30' 78.8 140.0 47.0 94., 120.0 140.0 140.0 140.0 30' 40A BOA 24.8 49.6 63.0 127.2 78.2 140.0 30" 26.9_ 53.9 - 33.1 42.4 84.8 52.1 104.J
37 62.1 124.2 38.1 76,3 97.8 14D.0 120.2 140.0 37' 32.8 65.5 20.1 40.2 51.6 103., _6J.4 126.8 37' 21.8 43.7 26.8 34.4 68.6 42.3 84.5 bi F
42' 54,7 109,4 33.8 87.2 86,1 140,0 105.9 140.0 42" 28.9 57.7 35.4 45.4 -90.9 55.9 11 i.7 42" _ 38.5 - 23.6 30.3 80.6 37.2 74.5
48" 50 5/8' 47.9 95.6 29.4 58.8 75.4 140.0 92.7 140.0 48" 96" 25.3 60.5 - 31.0 39.8 79.5 48.9 97.8 48" 144' - J3.7 - 20.7 28,5 53.0 32.6 85.2 (j
54' 43.3 85.5 26.6 53.1 fi8.1 136.2 83.7 140.0 54' 22.8 45.6 - 28.0 35.9 71.8 44.2 _68.3 54" - 30.4 - - 23.9 47.9_ 29.4 58.9 J
60' 38.3 78.8 23.5 47.0 BO.J 120.E 74.1 140.0 60' 20.2 40,4 - 24.8 _J7.6 83.6 J9., 78.2 60' 28.9 - 272 42.4 26.1 52.1 0T
_ _ _ _ - - Z
66' 34.8 69.6 21.4 42.6 -54.8 109.6 67.4 134.E 86' - 36.7 - 22.5 28.9 57,8 35.5 71.1 66' - 24,5 - - - J8.5 fi�7
67.4 O
72' 31.9 03.8 - _39_2 50.3 100.5 61.8 123.8 72" - 33.7 - _20.7 28.5 53.0 32.6 65.2 72" - 22.4 - - 35.3 4J.4 J O74' 31,1 621 - JB.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 42.3 g o M "
19 1/e" _96.8 140,0 59.3 118.6 140.0 140.0 140.0 140.0 19 1/8' 56.3 112.7 34.6 69.2 88.7 140.0 109.0 140.0 W �0M19
26 ,/2' _69.7 139.4 42.8 1 85.6 109.7 140.0 1,34.9 140.0 26 1/2' 40.7 81.3 25.0 49.9 64.0 128.0 78.7 140.0 ? w
30" 61.6 123.1 37.8 _75.6 969 140.0 119.2 140.0 30' 35.9 71.8 22.0 44.1 56.5 113.1 89.5 139.0 F 0` c
37' 4B.B 9 ,0 61.3 78.6 140.0 90.0 140.0 37" 29A 58.2 - 38.7 45.8 91.7 66.4 112.7 C;9.6 J0 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 a m n
48' 83' 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
SEE SHEE15 4 THRU 6 INSIDE RECTANGULAR SHAPE Z O
FOR DEFAILS HORIZONTAL Z ^
54' 34.8 69.6 21.3 42.7 54.7 109.5 87.3 134.E 54" 20.3 40.6 - 24.9 31,9 63.8 39.3 785 SEE CHART FOR CAPACItt MULLION > 7 P1 CL
60' 30.8 61.6 - 37.8 48.6 96.9 59.6 119.2 60' - 1 35.9 - 22.0 28.3 1 58.5 1 34.8 69.5 Q yy'p E
Be, 28.0 58.0 - 34.4 44.1 88.1 54.2 108.3 Be. - 32.6 - 20.0 25,7 51.4 31.8 BS2 %'GLA21N0 Q d
72' 25.7 51.3 - 31.6 40.4 80.8 _49.7 99.3 72' - 29.9 - - 2.3.6 -47.1 29.0 57.9 VERTICAL
NULUON
74' 25.0 49.9 - 30.6 39.3 78.6 48.3 96.8 74' - 29.1 - - 22.9 45.8 28.2 60.4 Z
19 1/8' 81.9 M.0 50.3 100.8 129.0 140.0 140.0 140.0 19 1/0 50.7 101.4 31.1 62.2 79.8 140.0 _ 9_8.1 140.0 GLAZING GLAZING �EfAIL�1 N
26 1/2' 59A 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 PRODUCT 3
30' 52,2 104.5 32.1 64.1 82.2 140.0 101.1 140.0 30' 32.3 64.6 - 39.7 50.9 101.8 _62.0 125.1 fXAALNC. GLAZING
37" 42.4 84.7 26.0 52.0 66.7 133.3- 82.0 140,0 37' 26.2 52.4 - 32.2 _41.3 82.5 50.7 101.4 PRODUCT PRODUCT 00
42' 37.3 74.6 _22.9 48.8 58.7 117.5 _72.2 140.0 42' 23.1 46.2 _- 28.3 36.37 72.7 44.7 S9.4 C
48" 74 1/4" 32.6 85,J 20.0 40.1 _51.4 102.8 63.2 126.4 48' 120" 20.2 4" _ 24.6__31.8 63.6 39.1 78.2 %
54 29.5__59.0 36.2 46.4 92.9 57.1 1142 54' - 36.5 _-- 22.4 28.7 57.5 35.3 70.7 MULLION SPAN _ o
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 WtL' V�2
66' 23.7 _47.5 -- 29.1 37.4 74.8 46,0 91.8 66' - 29.4 - _ - _23.1 46.3 28.4 58.9 bi
72" 21.8 43.5 - 26.7 34.3 68.5 42.1 84.3 72' - 26.9 - - 21.2 a2.4 26.1 52,t TYPICAL MULLION ARRANGEMENTS °
74 21.2 42.4 26.0 33.3 66.7 41.0 82.0 74" 26.2 20,fi 41,3 25.4 50.7
- WIDTH (W) = w, + W2
2 `111,11111`NfT7 �
NOTE: �� `3;•'1JOEN3E'•. ��` 'n
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
No 70592
LOCATIONS AT HEAD, SILL OR JAMB ENDS. ?
FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6.
c�
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) - ^ OF dra wing no.ANCHOR� -,,;��'.. OR19R,• ;."' M15-07
FL #21844 ��''�i��Pjj1 1% ``� 9n6et 3 of s
1/4-DIA TAPCONS BY'nW' 1/4'DIA.TAPCONS BY'ITW' [%�tj
s
1-1/2'MIN.WOOD PENETRATION 1/4-DIA.TAPOONS BY'nW' 1-7/2'MIN.WOOD PENETRATION 7/4•DIA,TAPCONS BY'tfW''
1"MIN. 2 PER CUP(1 ON EACH WING 1-1/2' MIN,WOOD PENETRATION 4 PER CLIP 2 ON EACH WING
1 p AP1C ( 1-1/2 MIN.WOOD PENETRATION• -� z
EDGE DIST. - - -t MIN. ,1'MIN. - -- - 2_PER_ANGL �• ova o
EDGE
DIST. fit W
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29Y WOOD BUCK ^ U U 2BY WOOD\BU�CKl U U--------- IWOOD STRUCTURE I v ALUM2ANGL�Be I I I I I 2 X 2 X 1�B' a d!big
I I OOD STRUCTURE I I I ALUM ANGL
I �I 1 I I 1
I 1 2 PEii1 ANGLE I I I I I I 14 SMS I I a G
1 I FLOATING CUP I I 7-3/4"O.C.MIN, I 1 I I FLOATING CLIP 1 I 2 PtR ANGLE I I LL IZj r$S J
I I I I I I I 1 1-3/4'O.C.MIN. I I W p1 p
. �-yl— --•-�^------1- - -1t" FOR 3'TUBE
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FOR ALL OTHER TUBES J
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. EMBED 1/4'DIA.
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INTO MBED
CONCRETE OR BLOCK INTO CONCRETE OR BLOCK 2-1/4' INTO CONCRETE OR BLOCK INfO CONCRETEVIBLOCK O]
2-1/4'MIN. 2 PER CUP (1 ON EACH WttJG) 1 PER AN MIN. 4 PER CLIP(2 ON FACH WING) 2 cDIST. �GE DIST 3' F- OCtt Z Hamm
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7 BY. l ) ^ U u 2 X 2 X 7/B' \ ' 1BY U u 2 X 2 X 1 6
--------- WOOD BUCK I I I I ALUM ANGLE j------------' WOOD BUCK 1 i I I ALUM ANGL�
I I i 2 PER 7 ANGLE 1 i I MS I I I14 SMS I I
I I CLE
FLOATING CUP I 1 1-3/4 O.C. MIN. I 1 FLOATING CUP I I 1-3/4'CµMIN, I 1 yy0
FTUBE
2-3/4R O.C.MN
,i?,ALL OTHER TUBES
ANCHORS TYPE 'A2' P '
1-io
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0.70692
ALL CUPS TO FIT SNUG INTO TUBE MUWONS. '•.•. 4` drawing no.
TAPCONS MAY BE HEX OR FLAT HEAD. i �•,.
FL #21844 ��� �®��� ��� sheet 4 of 6�
1/22/2018
1/4'DIA.TAPCONS BY'OW' 1/4'DIA.TAPCONS BY'rrW'
1-1/4'MIN. EASED INTO MASONRY BLOCKS 1-1/4'MIN. EMBED INTO MASONRY BLOCKS
1/4'DIA.TAPCONS BY'I1W' 1/4'DIA.TAPCONS BY'RW'
2 PER CUP(1 ON EACH WING 4 PER CUP(2 ON EACH WING
1-1/4'MIN. EMBED INTO MASONRY BLOCKS 1-7/4•MIN.EMBED INTO MASONRY BLOCKS /
1 PER AN 2-1/4" 2 PER ANG ^ a
2-1/4'MIN. - - - - MIN - - -
EDGE DI5i. �gDGE UIST. 3'
VA K/A.,
j MIN. IvA, / / /
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2 //B" 2 /B+ ryatig--------- ALUMANG ALUMANG-------------I #14 SIAS 814 SMS I 1 0
2 PER ANGLE I I 2 PER ANGLE
1-3/4"O.C.MIN.1 FLOATING CUP /I I FLOATING CLIP 1-3/4"O.C.MIN. tqq�iG1!
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FOR ALL OTHER0.TUBES Q W f
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ANCHORS TYPE 'AA2' ANCHORS TYPE 'AA4'
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1-3/4'MIN.EMBED INTO CONIC 1/4'DIA.TAPCONS BY'rrW' 1-3/4'MIN. EMBED INTO CONCRETE- 1/4'CIA.TAPCONS BY'rrW' Z 3a 0
2 PER CUP(1 ON EACH WINO 4 PER CLIP(2 ON EACH WING p c
1-1/4'MIN.EMBED INTO CONCRETE 1-1/4'MIN. EMBED INTO CONCRETE- o
2-1/4"
1 PER ANCL 2 PER ANGL 3 M a
2-1/4'MIN. MIN. J
EDGE DIST., . EOCE DIST. 3' Q �o
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1-3/4'O.C.MIN. FLOATING CLPI FLOATING CUP 1-3/4 O.C.MIN. III 1II
ffi
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TAP UG INTO TUBE MULLIONS.
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OR FLAT HEAD. i�0'. pp •,�� drowing no.
FL #21844
1/22/2018
METAL STRUCTURES #14 SMS OR 1/4-TEKS METAL STRUCTURES #14 SMS OR 1/4•TEKS �� c
(STEEL OR ALUM. 1/8'MIN.THICK) --2 PER CLIP #14 SMS OR 1/4'TEKS (STEEL OR ALUM. 1/8'MIN.THICK) 4 PER CUP N14 SMS'L 1/4"TEKS
STEEL Fy 38 KSI MIN. (1 ON EACH WING) 1 PER ANGLE STEEL:Fy 36 KSI MIN. (2 ON EACH WING) 2 PER ANGLE
ALUM NUM 6063-T5 MIN. ._ - _ - ALUMINUM o 6063-T5 MIN. O m
I I 2
u
2 \ III I - �iI II Il II I
014 2 x 2 X---------- I • w}Vca(�o y�iQ_C�f1I
eALUMANG 2 PER ANGLE ALUM AN Q
1-3/4'O.C. MIN.
p14 SMS FLOATING RTBO.C. MNFLOATING CUP L /4
2 PER ANGLE FOR ALL OTHER TUBES {L3 SCREWS PER ANGLE I 1-3/4 O.C.MIN. a^
Z N p
0
ANCHORS TYPE 'B2' ANCHORS TYPE 'B4' v
ALL CUPS 70 FIT SNUG INTO TUBE MULLIONS.TAPCONS MAY BE HEX OR FLAT HEAD. zz
#14 SMS O 1-1/2.O.C.MIN.
2 PER CHANNEL(1x2&1X3 TUBES) I o to3 PER CHANNEL 1X4&2X4 TUBES -TUBE MULLION
4 PER CHANNEL(2X6 TUBE W IY
01
m Oz
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oz
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CL
7 M
1/8'THICK ALUM CHANNEL Q w ELENGTH To FIT SNUG--/
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INTO MULUON j j —TUBE MULLION
TUBES MAY BE NOTCHED I I O
AS SHOWN TO ALLOW INSTALLATION I I
`OF CUP ANGLE —r--- -'
CAULK JOINT AFTER ASSEMBLY
914 SMS O 1-1/2"O.C. MIN.
2 PER CUP(1X2& 1X3 TUBES) 1
\ r J PER CUP(1X4&2X4 TUBES) I
ACCESS HOLE 4 PER CLIP(2X6 TUBE) j "'I o
I I
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1
\ C m
__ A.
4:
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1 I I C--'�
THIS SCREW CAN BE
1 #10 FH SMS I , jllL�lj1/AY// n
2 PER CUP , 1 I •� �Q+®...M9
INSTALLED IN OTHER I , 1"O.C.MIN.
DIRECTION
y1f r� '3.'L1 6'•. n �
1-3/4'X 2'X 1/8'(FOR 2BY TUBE) - b
3/4'X 2'X 1/8'FOR(1 BY TUBLEE). -p
M ANG
CUT TO FIT SNUG INSIDE TUBE !e1•'• OR drawn n0.
ANCHOR DETAIL #1 1 M15-07
METAL TO METAL CONNECTION FL #21844 �'YY�� 1�611�11`��� sheet g,of 8
1/22/2018