HomeMy WebLinkAboutNOA- TUBE MULLIONST. LUCIE COUNTY _
SCANNE® BUILDING DIVISION
BY
fries=!`l�'su°G r� �x
St Lucie COUR 'By
® -
' REVIEti��ED DEC
DATE /- Z
MIAMFDADE PLANS AND PEF MIT p, R.,AITT IiN11G
•WJWNSUS (SE KEPT ON JOt3 OR St. LuciR County, FL MIAMIDADE COUNTY
NO INSPEC:TIC?N tiVILL E;,- �n� PRODUCT CONTROL SECTION
DEPARTMENT OF RE-G ii,ATORY' ES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA,) uvww.miamidade.gov/economy
Lawson Industries, Inc.
8501 NW 90 Street
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 beets 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 Mianii-Dade County Product Control
Section (In Miami -Dada 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 faits to
perform hi 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 determnined 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 w/ and w/o Steel Reinforcement — L.M.I.
APPROVAL DOCUMENT: Drawing No. LAW-ML-1001., titled "Aluminum Tube Mullions" sheets 1
through 10 of 10, dated 04/27/10 with revision C dated 02116/17, prepared by manufacturer, signed and
sealed by Thomas J. Sotos, P.E., bearing the Mianii-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: "Mi.arni-Dade County Product Control Approved", unless otherwise noted
herein.
RENENVAL of this NOA shall be considered. after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a, revision or change
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for tennination and removal of NOA.
ADVERTISEAIIENT: 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. 14-0908.08 and consists of this page 1 and evidence pa es E-1,_
E-2 and E-3, as well as approval document mentioned above. " ir.
VA
The submitted documentation was reviewed by Manuel Perez, P.E.
C_. FILE r.
CMIAW.fflNOA No.I7-0222.13
CouN P, ,I j I� Expiration Date: May 30, 2018
j Approval Date: April 13, 2017
Page 1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No. 02-0501.05 and 95-121Z09)
2. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions", sheets 1 through 10
of 10, dated 04/27/10, with revision C dated 02/16/17, prepared by manufacturer,
signed and sealed by Thomas J, Sotos, P.E.
B. TESTS
1. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane
Engineering & Testing, Inc., Test Report No. >HETI-02-T071, dated 09/16/02, tested
per ASTM E8, signed and seated by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 02-0501.05)
2. Test report on: 1) 'Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of 120" span aluminum tube
mullions with C4 x 4.5 steel channel reinforcement, prepared. by Hurricane
Engineering & Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed
and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 02-0501.05)
3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94.
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of 120" span aluminum tube
.mullion with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering
& Testing, Inc., Test Report No. HETI 02•-1716, dated 8/27/02, signed and sealed by
Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 02-0501, 05)
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94.
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Hurricane Engineering & Testing, .Inc., Test Report No.
HETI-02-1718, dated 8/27/02, signed and seated by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 02-0501.05)
5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram. of an aluminum sliding glass
door, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 02-0501.05)
anu 1 erez, P.E.
Product Co tr Examiner
NOA o.17-0222.13
Expiration Date: May 30, 2018
Approval Date: April 13, 2017
�-1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMYrTED
B. TESTS (CONTiNuED)
6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376,
dated 01/31 /96, signed and sealed by Gilbert Diamond, P.E.
(Submitted under NOA No. 95-1212.09)
7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of two aluminum horizontal
sliding windows mulled at top with a 90" span mullion and a 45" high fixed window
on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383,
dated 02/13/96, signed and sealed by Gilbert Diamond, P.E.
(Submitted under NOA No. 95-1212.09)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, 'complying with FBC-2010,
prepared by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, signed
and sealed by Thomas J. Sotos, P.E.
(Submitted under NOA No. 12-012 7.07)
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with the FBC 5" Edition (2014), dated
February 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E.
2. Statement letter of no financial interest, dated 05/20/12, issued, signed and sealed by
Thomas J, Sotos, P.E.
(Submitted wider NOA No. 12-0127.07)
3. Laboratory compliance letter for Test Reports No. IIETI 024714, HETI-02-1716,
IIETI-02-1717, HETI-02-1718, dated 8/27/02 and BETI-02-T071, dated 09/16/02,
all issued by Hurricane Engineering & Testing, hic., signed and sealed by Rafael E.
Droz-Seda, P.E.
(Submitted under NOA No. 02-0501.05)
Manue P.E.
Product Cont l E. miner
NOA No.-0222.13
Expiration Date: May 30, 2018
Approval Date: April 13, 2017
E-2
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS tCowmurm1
4. Laboratory compliance letter for Test Reports No. FTI,4376, darted 01/31/96, and
FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc.,
signed and sealed by Gilbert Diamond, P.E.
(Submsitted under NOA No. 02-OS01.OS)
5. Letter from manufacturer requesting a 1-year extension to allow time to perform
verification test, dated 04/07/17, signed by Nelson Erazo.
G. OTHERS
1. Notice of Acceptance No. 14-0908.08, issued to Lawson Industries, Inc. for their
Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement —
L.M.I.", approved on 11/06/14 and expiring on 05/30/17.
2. One year approval, subjected to successful verification test.
Man Al? rez, P.E.
Product Co tro + xaminer
NOA u.17-0222.13
Expiration Date: May 30, 2018
Approval Date: Apri113, 2017
E-3
[ANCHOR/CLIP GLAZING
PRODUCT
AICHOP./CLIP HORIZONTAL MULLION
71
#
VERTICAL
VERTICAL
MULLION
MULLION
GLAZING-
GLAZING
GLAZING
'L
PRODUCT
PRODUCT
PRODUCT
$$
ANCHOR/CLIP-
--W1-� MULLION SPAN.
WIDTH (W) = WI + wZ + W3
2
ANCHOR/CLIP
-HI
n
ANCHOR/CUP
I. r-HORIZONTAL MULLION
HI VERTICAL
MULLION
y rnwuL
--
f
GLA7 NG
GLAZING
3a
PRODUCT
PRODUCT*
GLAZING
GLAZING
PRODUC7
PRODUCT
ICHOR/CU
I
VERTICAL
MULLION
If
J
ANCHOR/CUP
WIDTH (W) W1 z wz WIDTH (w) = WI z Wz
TYFI4AL_fv]11.(�t kl NLIUN AHflA QkMEMS
TDESL MULLIONS ARE RATED FOR LARGE MISSILE' IMPACT
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DAOE
MULLIONCOUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS.
.LTI'.SrTP�it446R A U AINUT�1 TIIGE MUL IL ONS
USING. MUG) • nrtION PROPERTIES ONLY
GENERAL NOTES:
,Vij 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE
REMIR MEMS OF THE 2014 FIONIOA BIRLOIVG CDOE 51h EOITpf/ INCI,U THE
i tr HIGH VELOCITY HURRICANE ZONE (HVHZ).
x 2. ALL CLAZLVO PRODUCTS USED WITH THESE MULLIONS MOST MEET THE
APPLICABLE FLORID\ RLDO. CODE REQUIREMENTS LEI WINO LOAD. WATER
INFILTRATION, FORCED ENTRY NFSISTANCE. SAFEGUARDS ETC.
II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICARO.VS,
INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY OF. MULr.EO.
v A. WDOO RUCKS BF OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO TNT STRUCTURE.
Z
S. ANCUORS SIMLL BE AS LISTED. SPAN AS SHOWN ON DETAILS. ANCHORS
FA'BFDUEM 10 BASE MAICRW, SIMLL BE BLYONO HALL DRESSING OR STUCCO.
fi. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE'NOT PART OF THIS
APPROVAL.
7. A LOAD DURATOII INCREASE W ALLOWADLE STRESS IS USED RI DESIGN OF
WO Op ANCHORS ONLY.
B. MATERWS MCLUDIVO BUT NOT LIMITED TO STEEL UN METAL SCREWS.
OIAT COME INTO CONTAPT'WITH OTHER DISSIMILAR MAJERIA15 MTN.I. MEET
�RIE REOURID NTS OF THE 201A FLORIDA OLOG. CODE - SECTION 20036.+.
VLUQI? 6I_CUP_N9
1. FOR MULLIONS WITHOUT REINFORCEMENE REFER TO SHkFT
2 OF 10 FOR DETAILS AND NOTES.
• REFER TO SHEET 3 OF 10 FOR MAY.. MULL DESICN PRESSURE CHARTS
P. FOR MULLIONS WITH STEEL REINFORCEMENT REFER 10 SHEET
A OF 10 FOR DETAILS AND NOTES.
• REFER TO SHEET 5 OF f0 FOR MAX, MULL DESIGN PRESSURF. CHARTS
3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES.
+ w • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS
II
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Ixx•. 2.070 in•. 4x: 1.000 m� Ixx: 0.950 in I..: 0.370 In Ixx: 0.330 in
o Sxx: 1.035 In! Sxx: 0.667 in. Sxx: 0.633 in? Sxx: 0.37U in! Sx": 0.330 ins, i
I"
(FLANGE reAvo (FIN FRAME) (FLANGE FRAME) (.•l. FRAME) ! (TIMICE FRAME) Z {(s.
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1- •L• i7L..TURE MUIJ ION STO TUBE MIILLlO_[! S '" e
Nwall 7YPIC8lSF1 A.z!Ns: PROOUCI3 2 x e eoea-+e apes-Ta epAr,_ie h ¢,
olmoNlL I RI ONTAOR VERRCAL — L 2 X 4 I"": 2.070 In: 1- 0.959 In: Ixr: 0.350 f'
sm rueE�7SlLUD.N SI.O._LUDE MULLION Sx": 1.035 in? Sx"; 0,633 in? �x": 0.330 ins
SEE IWNCOW OR DOOR APPFtWAI FOR eCS -Ta BOB]= 8 a `
fAS+ENFAS SRES ANO SPACDIC
-- I"": 2.260 in! Ixx: 1.490 In? I tl
Sxx: 2.760 I+(s Sla: 1.490 ir?. $ e E r R y
.L. •L.� CLIP LENGTH RECTANGULAR ALUMINUM TUDE 11U1.1lONS
MULL "L" LNSTRUC.[L05; L51_ NG MIJJ LION PROPFf21TEs�ly(,Y a ,
USE CFMRIS MD GRAPHS AS FOLLOWS. eAll<• !.. •/ A t
L X 2 L.GBB• THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT �p M FI IA4
STEP I D[ILauiNE otsrcal Lalro REamLo FDA PFm¢,uwt DPEIr.N6. AND CAN DIE USED Y41N ALL LAWSON'S MUIMI-DAD: pr p��,••" '�.�.NiAr,A
1 X 3 2.6BB' COUNTY APPROVED IMPACT AND NON -IMPACT PROOUC7S. J�.`0'�• h'. f r
f-11P2' use PPPaoKp (.tADNG ME8+W0 AODVC LWO O
,RorcN 1 X A 3.688• amaucn; EOUIREUTNTS.?q� 3�1
OPTIONAL I USE COHNECfION ro MULLION AS PEA PRODUCT R 2 Le!`•'
2 X 4 3.668'-�Aypaavu NOTES; 'g'W�-/'
2 X G S.6B8' STEP 4 Spec" uAxmuu — spasm. 1. REFER TO IHE GENERAL NOTES ON SHEETCO
USFIC C . ON s E+ ] 0. 10 SEEEGI "U- SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE.
LL
_- [','.TALI EAJPS ANO ANGLES ARE TO FIT SJJ�P 5 m N STEP
I A Ot. upne nav p s"al Laa speanEa I •.,1'^c I
SNUG MTO TUBE MULLIONS IN w M 1 ADAA 2. MULLIONS MAY BE ORIENTED VERTICALLY OR ARE
Fil SNUG
T.B. uu IONS. SEE OPTIONAL siC.ESj i+�Nas ! r 6 sfiREp�um.'1nani E � 3. REFER TO SHEET I OF 10 FOR TYPICAL MU11,101J , rFFUFN ..Ll.0
air° fie VpnE nlAn THf. aFsta• Twos snurnnl n sTN 14UNe. ANRANCEMLNIS U0 SIACI< CONFIGURATIONS.
ANCHOR DETAIL AT SHEET 9 OF f0. a
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as 3
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PIt0oUCT d
74-114"
94'
.--.- ..... ... I - - - 1- 1 1107 7
150.0 150.0 18 b.22
B21 '118.3 150.0 1
160.0 150.0 24 G7.8 BB.7 . t5a0 2
160.0 150.0 JD - 49.3 7L0 ' 1500 3
15D.0 15D.0 36 41. 5B143150.0 150;0 42 352 W.7 INq
i50.0 5D.0 A8 96"30.8 • 44.3 107.8 4
1408 150.0 ', 54 274 3g.4 85.8 6
1321 160.0 g0 -24.6 35.5 B8.3 gl
201 50.0 66 22.4 32.3 78.4 61
110.1 150.0 20.5 29.8 71.9 T.
0 , 160.0 7g - . 2 . BB, P
150.0 15Q0 I g
18 20.6 57.7 03,' 130.0 11
150,0 15Q0 19.9 43.3 82.3' Sao 2<
15Q0 150.0 30 - 15.9 31.6 49.8 136.3 3t
150.0 15a0 36 2B.B 41.5 113.8 3E
150.0 150.0 42 - 24.7 35.6 97.4 41
13RI 500 48 108" - 21.6 31.1 052 4E
120-7 15a0 g4 19.2 27.7 75.7 6q
loaf 150.0 B0 - T.3 68.1 gg
88.3 150.0 66 15.7 22.7 • 62.9 B6
80 SQp 72 - 20 B SB fl 72
032 i5Q0 - - 192 62.q 78
Ha.zomkl Uwoq
.% "Roam '^��3 1 ]_Y,L?f,A1 �7U UO NO ARRAEMFyT�
MEDC5 BE M sNI0
- - INSIDE AECECT4NCUCM 9UP[
NOTE: .
MULLIONS RATED IN THESE CHARTS MAY 9E ORIENTED
cw11Na,� 3 VERTICALLY OR HORIZONTALLY.
Pr+ooucT P9ooucr (INTERPOLATION BETWEEN WIDTI-IS ALLOWED)
WIDTH (w) = W, + 112
NUI.LION SPAN 2
120"
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eDn]-T6 ao6l-fo $�S70M MUWtL
Ixx:: 4.709 ;4 Ix4.709 Ind S6x6Ax:; 21..
SSxx: 2355 Ik2.355 In'.
414858 ifnn�. I Ixx; 2.Ifi8
n
(FLANGE FRAME) (RANr,E FR.-E)
SINPF.S 00
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..DOD6A00 �U SKS1tuir
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MUI1I & C. ONTAININC
1219AL C A INII-P.8 -Mis -C-4
HORIZONTAL OR VERTICAL
Set wNOMT OR DOOR PP MAL FOR 2 5 �r 2 X 4
FASTDAERS SIZES AND SPACING %
STQ TUBE MULLION
STO, TUBE MULQOfy
6067-i0
Ixc19.610 in:
Sxx 8.549 NS
6o03-TO '
I_ 7.649 In!
SRx: 3.825 ins
VGTH
.v
1NST1 TRU(. 4U1 jJT109NS
USE CHARTS AND GRAPHS AS FOLLOWS.
1.608'
2.688'
STEP 1 DETERMINE DESIGN LONG REOUM FOR PARDNIAH OPVZNG.
STEP ``E AtEIPROVEIS GLAZING PRODUCTS NEVNG ABK OLINO
REQ3.686' STEPS US�PG,0NNECRON TO YULLI@I AS PER PRODUCT
NL
STEP 4 SPECIFY LUUWUUU SMY SPACING.
STEPS WTN IISRiDOE9TG1 CI61RI] ON SHEET D OF to SELECT YURUUON SO[.RAMC YORE nYx DESIGN TANG SPD]PED
3.GBB'
5.690'
'LES ARE TD FIT
DONS.
NOT FIT SNUG
SEE UPi10NAL
w STEP I ABOIC
USIND A"N" ImORI9
ES ON SWEET 6 n01U 9 AND ANCHOR N
CEP SON SNELT S. SELECT ANCHOR ME WIHI DESIGN "..
IEET 9 OF 100
MORE THAN ME DESWCN LOADS SPEOnEO IN STEP, I A,OFE.
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C 1
?
L
TOMULL(�,E'!I LIONLION
6061-1e
�
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Naj
Ixx: 2.216 in".
Sxx: 1.479 ins
V
5 C
(RN FRAME)
y
Rr
r�
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t
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G
Prsnnucrlv�s m mat.l
Amdvil°a
iadinE C^I .P yt41'.�l3
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NIvmI '�
fj(`(LTgNCULAR AI11bINQM.1.V.3 MjUUJQNS v
INC MU,y IQv PROPFRTI OF F [�J,Y
TIICSC MULLIONS ARE RACED FOR FARCE MISSILE IMPACT e
AND CAN BE USED Wi714 ALL LAVSON'S MIAMI=DADS ;
COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. -
1. REFER TO THE GENERAL NOTES ON SHEET C
1 OF 10 FOR BUILDING CODE COMPLIANCE.
2. MUWONS MAY BE OR:ENTED VERTICALLY OR i
HO(L'7ONTALLY. &
J.
REFER TO SHAFT 1 OF 10 FOR TYPICA). MULLION
ARRANGEMENTS OR STACK CONFIGURATIONS,
STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS
Width w MULLSPAN 1X3 iX4 2X4 2XB Width w MULL SPAN LX3 1X4IV 2X4 2X6.74i
150.0 150.0 160,0 150.0 0 440 95i150.0 150024 139.5 150.0 150.0 150.0 24 33 0 71 0 118 6 60,0 30 111.0 160.0 160.0 160.0 30 28.4 67.q 93.2 150.038 93.0 180.0 150.0 1500 36 22:0 47.8 77.7 140.079.7 160.0 15D 0 150.0 42 189 'i ;0 66.8 160.0 48 74-114" 69.7 60 0 160.0 160.0 48 120" 16.5 35.9 58.3 149.764 62,0 134 6 160.0 150.0 64 31,8 61.8 133 160 65.8 121 2 60.0 150.0 6028,7 48.0 1tB 8a fib 60.7 110,1 15040 150.0 B6 28.1 2 119.8 z° y a
72 40.5 101,0 150.0 160.0 72 23 B 38,9 09.8 n i Z u o
76 42,9 83.2 150,0 16ID
78 F
22.1 36.9 • 92.1
18 128.4 15UX 16D.0 1518 33.1 71.9 _ 118.0 150.0 ,7
24 86.3 150.0 150.0 1544 24.8 53.9 87.0 150.0 S+• y
30 77.1 150.0 150.0 1630 19.9 43,1 7D.1 750.0 W7 k
J8 04.2 139,5 150.0 1536 10 5 3519 68A 15010 N r;.' G.
s
42 56.0 119.6 160.0 1642 30 9 fi0.0 12A.6 '� E' u
4R 84" 4R 104 6 159 0 1548 132" 27.0 43,13 2.14
64 42.8 930 160.0 1664 24.0 38,9 100,0 gg 38.5 83,7 136.9 15GO21.fi35.0 80.086 95.0 76.1 123.8 1566 18.8 31.8 81.82 321 64.4 113.3 1672 - 18.0 29.2 75.0TB 28.8 84,4 104.E 1578 - 18.6 - 26,9 69.218 88.0 150,0 159.0 1510 25.5 55.4 . ' 89.9 150.0.
• 24 64.5 140.1 150.0 1fi0,0 24 19.1. 41.6 67.6 150.0
30 51.6 112.1 150.0 150.0 I 30 15.3 33.2 54.0 138.8. q
J6 43.0 93.4 150.0 150.0 38 27.7 45.0 11 B.5 - Cn FS g
42 38.9 80 1 13001 160.0 42 2347 38.6 99.0
E24
g6" F-1 70.1 113.8 15040 i 40 144" 20.8 33.7 806
28.T . 82.3 101.2 160 0 54 - 18.6 30.0 77.0
26.8 66 91.1 150.0. 80 16.6 27.0QQ 69,3 F
23.6 61.0 02.0 150.0 BB 6.1 24.6 63.0
21'.5 40.7 76,8 15D,0 72 - - 22.6 67.8 ap"qy�
19.8 0. 7 20.0 63.3 e d iB
60.4 131.2 160.0 160.0 18 22 B 40.0 79.6 16040 A
46.3 98.4 150.0 16 .0 24 16.9 36.7 69.7 150,0 3663 78.7 127.9 150.0 30 28.4 47 22.0 r n
36 30.2. 65.6 106.6 160.0 36 - 24.5 39.8 102,2
42 26.9 66.2 91.4 150.0 42 21,0 34.1' 8 .0 $
48 108" 22.7 49.2 79.9 1500 4B 160" 11.4 29.8 76.6
64 20.1 43.7 71.1 160.0 54 18.3 28.6 08.1 $I
60 18.1 39.4 64.0 150.0 GO 23.9
66 10.5 35.8 5g.1 147.D 88 - - 21.7 65.7 ' Z 7Z 16.1 32.8 53.3 134.8 72 - - 19.9 511 ? k
g47.2-
NnmzpNru uuwpu
ZYL�IS,AS`_M_llLt�S)Zi1f13RaN0ElA[NTS •,�+1+'+r;�,,
NI0.L9N ARCHES 1C BE WAB 5N,4 t'-:''•• ••," T':1.
Z Z dND[ RFLT.V+CVWI SNN'E L I :•�1�'--
G ARNC GIAZNp Q Q NQLF, DRODUCTBEVIS11D � c` ;N" '1, �.�.�t • (,
PRDOVCI Powwr MULLIONS RATED IN THESE C4ARTS MAY DC ORIENTED t?uilUu�l(I`nVAe "N"H' '+;;y ui 1T�y9 W.."
VERTICALLY OR HORIZONTALLY. tn:cpmnm Ha i�. Z2.15 ,<!w"
4zpi I' +Odv (INTERPOLATION BETWEEN WIDTHS ALLOWED) ,�(! •''rAD� I
D fi �d."
w1 + W2
WIDTH (W) a
A1uLLI0N SPAN � 2 r..
c
Width w MULL SPAN
1X3
1X4
2X4
2XB
24
38-JIB"
150.0
160.0
160.0
160.0
160.0
150.0
I60.0
160.0
30
30
150.0
160.0
160 0
150,0
160.0
150.0
160.0
160.0
42
48
60 0
160,0
i 0.0
ifi0.0
0
50 A
0
64
0
160.0
160.0
180.0
.0
160.0
1 O,D
150.0
150.0
1 0.0
88
72
160.0
160.0
150.0
160.0
150.D
160 0
150.0
150.0
78
150.0
150,0
150.0
150.0
18
24
60d18"
150.0
150.0
160.0
150.0
150.0
150, 0
15 0.0
15 0.0
30
38
60.0
160.0
150.
' 150.D
150.0
150.0
150.0
150.0
4
48
50.0
150.0
1 0.0
50.0
ifi0.0
150.0
160.0
1600
64
80
160.0
160.0
160.0
160.0
1 00.
160.D
160.0
1500
66
72
147,7
1b0,0
160.0
160.0
95 3
160 O
50 0
150 0
B
124,0
150,0
150.0
160.0
18
24
67"
150.0
150.0
.160.0
150.0
60 0
60 0
50.0
50
3D
36
160.0
SO 0
160 D
160.0
150.0•
150.0
1fi0.0
760.0
42
48
160.0
15 .0
150.0
150.0
50 0
160.0
160 0
ti4
137.0
150.0
60.0
123.3
15
150 0
6811211600160.072102.81fi0.U160.004.8160.018160.0160.0
10.
24
83"
160.0
760.0160.0
JO
38
5001fi00160.0
150.0
150.0
160.0
160.0
42
46
3D5
50.0
5D,0
1500
1 2
160 0
150.0
160.0
64
80
101.5
160.0
160.0
150.0
91.3
150.0
150.0
150.0
66
72
83.0
1G0.0
150.0
160.0
7d.1
14Y.4
5u U
fiO.0
7
70.2
37.4
150.0
50.0
��GU,L�ND
GN11Np CIADNp
PR000.:f PRDWCI
1 1 4' MIN. 6/16" T• q MIN.
/ 1-1/2' IAx. e0D0 POILRIARON-• 5/16"MLON6 2-3/16'
EDGE DIST.
CONCRETE
OR
OCF, DIST 2 PER clm (I ox TAf]I nmc) 1-V2• NM. N 0,MIIIA�ROILN 4'
OLLOW DL
CK
3/4
MIN
�
�x
.
_
18V
I
U I
6/16" TAPCDNR
LyBEO INTO NAAMLE ID Q
2 PF.R ANOIL
n w y z
-9 e
z rn
II II1 � 2 p X, va1
• it li "�Z4 R a C _�
I 1 I • ppOD BUIX /p E.. O
I I I I 1 I —"R W. I I I I 6lUL2Ml6LE ' IV
I I I I I I pC4 J
3/4° MIN.
EDGE DIST. -1/i NM R
l2 (INTOBLOCS U
�KHQRS TYPE _ ANCIIORS TYPE 'G' LNI'Q CONCREfALL CLIPS AND ANGLES TO HT SNUG 4 ANCHORS THRU1%6UCIfM, O TUBE MULLIONS. INTO CONCRETE 0R OLOCKJ''_TAPCONS MAY BE H£% OR MT HEAD. 1"x4' & 2".4" MULL' � 11MIN. EDGE DIST.2-3/16" CONCRETE OR 4" HOLLOW BLO B/16' TAPCONS 2 I wo 4A60NRT 1—]/1' WNENBED
....._..._� MIO] BUIXE � _] I'ER CP Gl NC) 1 PER PNcu:IL-4 I
UPS ANDANGLES TO RT SNUGAL'ERMM TUBE MULLIONS.k+CnOACONS MA}' BE HEX OR RAT MEAD.
ANCHORS TYPE 'A'
2 ANCHORS INTO WOOD 11 l
i II
� BUL% .I IX ROnRRR RID it 1 L2
6/16- TMODNS I L J
1 1/4" MIN, 1-1/T NH, two PENDRARON- 5/I6• TAPOONS -- ° 1 1 1 I AL4M AMi
1-III' ID%, {IOW PENEIRt.°RO, \ I 1• ,I
• P[N fT)v (2 ON uCH MN4y , ,
+i ijI LAW.0 KtEB
rood
ANCHORSTYPE 'a'
4 ANCHORS INTO WOOD
ANCHORS TYPE 'C' (INTO BLQCK)
ANCHORS TYPE 'F' (INTO CONCRQQ
2 ANCHORS THRU 1K DUCK
INTO CONCRETE OR BLOCK
IMIIIIIIIIII
5/16" YW.ONS
MIN. EDGE DIST. —1-314- VIM. MDED WO WASONRY
2 PrA w� (I ON D" —0) 5/16- T�
N- 1-3^' MIN. MO IN
1 4' E.10 1XW
MIN.
V
R, OR COWN1 ULM x 2 x s/w
11" "'"' OR
i m-1 i�Lp OR
-Z
ANCHORS TYPO 'c' (INTO BlUC4
ANCHORS TYPE 'F' 1IRjQ__jqQN'QRETE
2 ANCHORS INTO CONCRETE OR c--mENr OLOCK
MIN,
5m, TAPWNS
-3/4' un c"", mro ISONMY
(I ON CACH WNG)
51
EDGE GIST.
= GGNV TE OR 5/16" TMOUNS
ILLOW OL CK FARID ..0 ISUNN, 1 3/." EMBED I. MASONRY
+ PER RN(a ON — .2 PER ANCLE
L
z
w
-[ONCE On
CCUENT GLOVE I I
Z
3 J,
2
11 �V,. AWW
rLftl.. CuI` i u
I
j
CA
_L IL4"
72
ANCHO 5_1YEE.__'JD_'_0N10 BLOCK
I I
ANCHORS TYPE y (111TO CONCRIE-TE
4 ANCHORS INTO CONCRETE OR CEMENT BLOCK
1"W & 27W MULL
IH
T1. Ti'/_1.NU.I
1-3/4' MR D
4 PER CLIP
ALL CUPS AND ANGLES
INTO TUBE MULUONS. TAPCONS MAY BE HE% OR TLAT HEAD.
CUPS OR LZES CONNECTED DIRECTLY TO MASONRY TO BE WWOTECTEO I
-IIALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
WATER -WHITE
METWRYLATE LACOUCII.
pi
MIN. EDGE DIST.
2--3116- CONCRETE OR
4 H0, LLOW BLO K
L_`
I
3/4
e/Ie- TA➢L
1-d/1' UKL EMBED To .0 M1Y
4 FER am IT ON FACN KINo)
MIN. EDGE GIST.
2-3/I6" CONCRETE OR
4' HOLLOW BLOCK J-3/4"
MIN.
Iy � W000 BUCK
LIP LENGTH
MULL
2 14 4 3,688'
2 % 6 5.688_
s/I6. TA =Ns
C
p
3/4• .. ELIBEO — VASUNIn
4 FEN QF (} ON TAO1 WINO)
O
y
y
z
3
V
i t R
z
y p
t)
7 C
Z
K
I
PULL 9/1e' iMCOf
1-3/4' 14N. ENDED MTO
C P[R OUP (3 ON F/J:11 mKG)6)
'�
.Yef O
1 3/4'MIN
q
18 u40. •
-
_ dd
—d
e
pp
��
MIN.
s TT/16'
nll cLrs AND ANGLES ro rr sNuc ANCHORS TYPE .F IN _ OCK
ANCHORSJYP,_F_(IN?U [3LOCi<)
INTO TUBE MULLIONS.
TA'CONS UAY BE HEX OR FLAT HEAD.
A. CHOR5_n-� 'W I T
N P -(N 0 CON R TPIax
ANCHORS TYPE 'H' (INTO CONCRETE)
---���
CLLRS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO DE PROTECIEo
4 ANCHORS TIRiU TIT RUCK
1 INTO CONCRETE OR BLOCK
ANCHORS LY10 CONCRETE or BLOCK
WITH ALKAIJ-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR
2"LG' DULL SHOTRI
Y-X6' WULL SITOWN
WATER-•W'BTE METHACRYLATE LACQUER.
TILODUCTRBVISF.O
—1,1�gCbJ: Yh the Florid.
IMldirg
AearpumulJo% .� .%
`R>7+Ie1iT Dote
Hy(f
&P-4-I
N W
o� U
m ,LLii
YIN. EDGE DIST. S/tIi' wcous
/16" CONCRETE OR __I_�/.• 1eN, DI"- INTO w oNRr 3-3/4"
HOLLOW BLOCK • 1..E (] av E.C. LIVG)--4
r'
I2-7/18"�
I
I I
i
I I
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BF. PROTECTEDWITH
ALKALI— RESISTANT COATINGS, SUCH AS PAINT OR
WAER-WIETE METHACR,TATE LACOUFJL
-BITUMINOUS
EDGE DIST.
CONCRETE OR
LLOWBIOCK
LCCJ,ItON OF SCREWS CONHECTINO
ANGLES TO TUBES WNERE ANGLES
ARE NOT FIT SNUG INTO TUBE
MULUDN5.
e/tB• rvLnNs Ata
1-3!4' MTV. fYBtD w.O PEMASOIXE .PEA ANi
1 A YLGLE
Y ] R ALUM A.I/y "
•f
D-EllQNAL-ANJQLO LDQAlL
MIN.
ANC`IORS INTO CONCRETES OR CEYCHr Bl[LI
I.68B•
2.688•
L2IX,
_9,6BB•
ALL CLIPS AND
INTO TUBE
ANGLES ARE TD
MULLIONS.
Fr
JSNUG
2. WHERE ANGLES
ARE NOT FIT SNUG
INTO TUBE MULLICNS,
SEE OPTIONAL
ANCHOR DETNL AT
SHEET B Or To.
11] rML
"'UK W.UM I
21 C`NAMt-j r TUDE MULLION
TUBE MALIGN
1-J/." K 7" z(roa
J/1• Y ]' % T/B' rOR
QR TO HT SNUG
• ANCHORS TYf]�_'I'
]ur TOR[
I1Br TUBE)
OIBDC NOF
METAL TO META. CONNECTION
USE CHARTS FOR ANCHOR TYPE 'I• TO VERIFY CAPACITY OF CONNEECTION
TILDE, GT RLPVtSED
a,v1U,IM1C moHJu
ALL. CLIPS AND ANGLES TO FIT SNUG
INTO TUBE MULLIONS.
ai„FCAee
vivr,W.0
Acxrunee TTa
6gnMmUrie - $•
TAPCONS MAY DE HEX OR PLAT HEN).
By
ML A DNGm