HomeMy WebLinkAboutNotice of Acceptance (2) MIAWDADE MINA-DARE COUNTY,FLORIDA
® 'PRODUCT CONTROL SECTION
DEPARTb1ENT OIL REGULATORY AND ECONOMIC RESOURCES(RER) 1180.5 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/econoiiiy
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 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 w/and w/o Steel Reinforcement-L.M.I.
APPROVAL DOCUMENT:Drawing No. LAW--ML-1001,titled"Aluminum Tube Mullions" Sheets'01
through 10 of 10, dated 04/27/10 with revision "B" dated 09/01/14,prepared by manufacturer, signed and
sealed by Thomas J, Sotos,P.E.,-bearing the Miami-Dade County Product Control Section 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.
RkNEWAL 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 thus NOA. Failure
to comply with any section of this NOA shall be.cause for termination and removal of NOA.-
ADVERTISEMENT: The NOA number preceded by the. words Miami Dade County, Florida, -and
followed by the expiration date may be displayed in advertising literature."If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or-its-
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No'. 12-0127.07 and consists of this page,l and evidence pages E-1,E -2 and E-3,
as well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D.Gascon,P.E.
NOA No.14-0908.08
MIAMI DADS COUNTY r 4 � �5�`'`� Expiration Date: May 30,2017
-� Approval Date, November 06,2014
pJ Page 1
i
RANNAIL E. STOF F4 Ae 3,?HHT C?59 PA
AA S;U03379 AI'M011105
APPROVED ®REVISE&RESUBMIT /
APPROVED AS CORRECTED F1 REJECTED /
This revfwd is only for genera;con ermance with the design concept of the
project and general compliance wilh the Information (j en in the contract /
dccumants.Corrections or comments made on ffra shop drawings during /
this ravia%v do not raliave uza contractor from compilanee with the require-
n1rints of the plans and spociacations.Approval of a spade item shall not ;
iac,:ida approvr:.i of an assembly of which the item is n component.Con-
bactar is responsible for.Dimensions to be conN-mod and correlated at the
job 0e;infurnation that pertains solely to the fabrication processes or to
the means,methods,techniques, sequences and procedures of constr e-
lion:coordination of the work of all other trades:and for performing all work
in a safe and satisfactory manner.
DATE: �V�� BY: /
i
i
r�
M1AMI-DADE ry.HANII DADE COUNTY,FLORMA
et PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(PER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADI4IINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/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 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 wt and Wo Steel Reinforcement-L.M.I.
APPROVAL DOCUMENT:Drawing No,LAW-MTV-1001,titled"Aluminum Tube Mullions" Sheets 01
through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14,prepared by manufacturer, signed and
sealed by Thomas J. Sotos,P.E.,bearing the Miami--Dade County Product Control Section 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.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement
of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No.12-0127.07 and consists of this page 1 and evidence pages E-1,E-2 and E-3,
as well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D.Gascon,P.E.
NOA No,14-0908.08
MIAMI•DADEOCUNTY �$�`}
� � � Expiration Date: Mav 30,2017
Approval Date: November 06,2014
Page 1
FE D
a; \
i
Lawson Industries,Inc.'
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
I. "Manufacturer's die"drawings and sections.
(Subudited under previous NOA's No.'s 02-0501.05 and 95-1212.09) .
2. Drawing No. LAW ML-1001, titled "Aluminum Tube Mullions" Sheets 01 through
10 of 10, dated 04/27/10 with revision`B"dated 08/01/14,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.HET142 T071,dated 09/16/02,tested
per ASTM E8,signed and sealed by Rafael E.Droz—Seda,P.E.
(Subuitted under previous 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 previous NOA No. 02-0501.05)
3. Test report 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—inch span alu minu m
tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane
Engineering & Testing, Inc., Test Report No. HE,TI-02-4716, dated 8/27/02, signed
and sealed by Rafael E.Droz—Seda,P.E.
(Submitted uyider previous NOA No. 02-0501.05)
4. Test report 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 installationdiagram of an aluminum sliding
glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI42-1718,dated 8/27/02,signed and sealed by Rafael E.Droz—Seda,P.E.
(Submitted under previous 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 larder previous NOA No. 02-0501.05)
f �
Jaime D.Gascon,P E
Product Control Section Supervisor
NOA No. 14-0908.08
Expiration Date: May 30,2017
Approval Date: November 06,2014
E--1
1
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 previotts NOA No. 9S-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—inch span mullion and a 45—inch 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.
(Submitte(I sutler previous NOA No. 9S-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.
' (Sub»itted under previous NOA No.12-0127 07)
2. Glazing complies with ASTM E1300--04/09
D. .QUALITY ASSURANCE
1. Miami—Dade Department of Regulatory and Economic Resources(RER).
J
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. • Statement letter of conformance to and complying with FBC 5`h Edition(2014), issued
by manufacturer,dated 09/02/14,signed and sealed by Thomas J. Sotos,P.E.
2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit
corporation, active and organized under the laws of the State of Florida, dated
04/11/14 and filed at the Secretary of State.
3. Statement letter of conformance to and complying with FBC-2010, issued by
manufacturer,dated 01/25/12,signed and sealed by Thomas J. Sotos,P.E.
(Srtbntitted ruder previotts NOA No. 12-0127.07)
4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12,
signed and sealed by Thomas J.Sotos,P.E.
(Submitte(l unrler previous NOA No.12-0127.07)
Lam;—�•
Jaime D.Gascon,P.E.
Product Control Section supervisor
NOA No.14-0908.08
Expiration Date: May 30,2017
Approval Date: November 06,2014
E-2
t
Lawson Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS(COWINU;D)
S. Notification of Successor Engineer for manufacturer's NOA document per Section
61G15 27.001 of the Florida Administrative Code, notifying original engineer that
the successor engineer is assuming full professional and legal responsibility for all
engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.19,
dated 05/20/10,signed and sealed by Thomas J. Sotos,P.E.
(Submitted under pr eviorrs NOA No.10-0610.02)
6. Laboratory compliance letter for. Test Reports No.'s HETI-02-1714,
HE,TI-02-1716, HETI-02-1717, HE,TI- 02-1718, dated 8/27/02 and
HETI-02 TO71, dated 09/16/02, all issued by Hurricane Engineering&Testing,Inc.,
signed and sealed by Rafael E.Droz—Seda,P.E.
(Submitted tuider previous NOA No. 02-0501.OS)
7. Laboratory compliance letter for Test Reports-No.'s FTL-1376, dated 01131196, and
FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc.,
signed and sealed by Gilbert Diamond,P.E.
(Submitted under previous NOA No. 02-0501.05)
G. OTHERS
1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their
Series "Clipped Aluminum Tube Mullion w/and w/o Steel Reinforcement—L.M.I.",
approved on 03/29/12 and expiring on 05/30/17.
Jaime D.Gascon,P.E.
Product Control Section Supervisor.
NOA No.14-0908.08
Expiration Date: May 30,2017
Approval Date: November 06,2014
E-3
E '
B
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT I'
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DARE
ANCHOR/CLIP ANCHOR/CUP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. $
GLAZING HORIZONTAL MULLION RECTANGULAR A IMIN BM TUO M I LIONc e a
PRODUCT - I iO is m
ANCHOR/CUP HORIZONTAL MULLION GLAZING USING MULLION PROPERTIES ONLY 2
3 PRODUCT 3 r"-e B
+I a GENERAL NOTES: gam g
3 1.THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE x$
REQUIREMENTS Of THE FLORIDA BUILDING CODE 2014 EORIOH NOUMIG =}};; RQ 17
+'N HIGH VELOCITY HURRICANE ZONE(HVHZ). 7' q z.. z
MULLION CAL VERTICAL Y 3 2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE ,a�S ITj ray o
MULLION APPLICABLE FLORIDA BLOC.CODE FEQUREMENTS I.E.WIND LOAD,WATER a e p
INFILTRATION.FORCED ENTRY RESISTANCE,SAFEGUARDS ETC.
z A 3.MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.
GLAZING GLAZING GLAZING FS- GLAZING ; INLWDING WINDOWS,DOORS OR COURNATTONS MAY BE MULLED, W
PRODUCT PRODUCT PRODUCT In PRODUCT v 4.WOW BUCKS BY OnOr.MIST BE ANCHORED PROPERLY TO TRANSFEER
�y LOADS TO THE STRUCTURE jj
S.ANCHORS SHALL BE AS LISTED,
SPACED AS SHOWN ON DETAS.ANCHOR i
EMBEDMENT TO BASE WIEIBAL MAIL BE BEYOND WALL DRESSING OR SR60, o i
ANCHOR/CU 3 6.ANCHOpNG OR LOADING CONDITIONS NOT SHOWN INTHESE DETADS.
ARE NOT PARr OF THIS APPROVAL. A>
7.A LOAD DURATION ROUSE IN ALLOWABLE SRE54 IS USED N OLS:CT OF
WOOD ANCHORS ONLY.
W1 W2 W3 6 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS.
THAt CAME NTO CUNTACT WRN OTrHER O550.RWi MATERALS SNtl1 MEET
MUWON AN MULLION SPAN THE IEOUIREMENIS OF THE 2014 FLAROA BDG CmE-SECF1 20aT.BA.
�411 a
WIDTH (W) = WI +W2+W3 MU LI ION do CLIP NOTES:
2 1.FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET
2 OF 10 FOR DETAILS AND NOTES.
ANCHOR/CLIP ANCHOR/CLIP •REFER TO SHEET 3 OF 10 FOR MAX.MULL DESIGN PRESSURE CHARTS
HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET
_ 4 OF 10 FOR DETAILS AND NOTES.
GLAZING REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS
VERTICAL PRODUCT \\ 3 3.FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS d
MULLION 6, 7,B, &9 OF 10 FOR DETAILS AND NOTES.
+n REFER TO SHEET 10 OF 10 FOR MAX.ANCHOR DESIGN PRESSURE CHARTS
GLAZING GLAZING
PRODUCT PRODUCT t 3N GLAZING GLAZING it V z
PRODUCT PRODUCT
VERTICAL �^ { p
CHOR/CU MULLION = $ i
ANCHOR/CLIP o
IAN
W MULLION SP W2
MODUCCRBVISOD
wmplFl�wRA@°19P0EA p
WIDTH (W) = W7 2 WIDTH (W)'= Wt +W2 o,malm o O$
A°etVmAw No
TYPICAL MULLION ARRANGEMENTS
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CUSIGM MULLION CUSTOM MULLION CUSTOM MULLION CU510M MLRUON
ldllLLl4t1 8063-TB 8033-18 60&1-16 W63-T6 BOBS-Tl{
1W..2.070 In1 Lw:1.000 in! I=0.950 ink I_:0.370 in; INIC 0.330 in!
2A00 SLOT:1.035 Ind S=0,667 IN? Sw 0.033 In1 SNA:OZ70 in3. Stn:0.330 i.' !�a CL:
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BEE SICHE!OR OOOA APPROVAL FOR BOBS-TA 8063-TB
FA6IEM1I5 SREB AND SPACING
0 o Loc 8.280 ink IATe 2.980 in
Sxr.2.760 STa:1.490 Ln3 1 _
CLIP LENGTH \ RECTANGULAR ON P UM.TUBE MULLIONS ;
v •L' 6
MULL .e INSTRUCTIONS: USING MULLION PROPERTIES
1 X 2 L688' USE tx+R75 AND GRAM AS MULOV& THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT .'rare
1 X 3 P688' STEP-L.DETERANE 0MGN LOAD RMUMM MR Pumalwt nnDc+0. AND CAN BE USED'WITH ALL LAWSON'S MIAMI-DADE
COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS.
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aTtAL I X 4 3,668, wREOURRUExR C,
2 X 4 3688' STEP3�v�"xmaw TO uwtmR As Pm va6Ducr NOTES-.
2 X 6 5,688' VECOY Uk0AQI SKM 3n
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1.REFER TO THE GENERAL NOTES ON SHEEP 7
am0 T15M0 aW+IS ex SLEET 3 OF 10 SELECT MULLION SRE 1 OF 10 FOR BUILDING COPE COMPLIANCE.
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1.ALL CUPS AND ANGLES ARE TO FIT STFP B M"almm ITABIO MORE TRW Om6x LOAD SPECIFIED
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SNUG INTO TUBE MUWONS, IN srFD 1 ABOYE 2.MULLIONS MAY BE ORIENTED VERTICALLY OR
µL7 F Ly ip 2.WHERE ANGLES ARE NOT FIT SNUQ mm AxaPoN TwEG ON MEET a TOM 9 Ane ANCHOR arnrs HORIZONTALLY. -
RITO TUBE MULLIONS.SEE OPTIONAL STEP 6 ON SHOET S.SUM ANCHOR TYPE VOW OESTOx RATDm 3.REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION
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1 ;i62is 8501 N.W.90 ST.
Nm1PY,MORIDA 3316E
L PH No.(305)696-8660
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YANUPACTUM0 OF QN TP ALN ALUMAM FMOWS AND CLASS DOORS
ALUM MM TUBE MULLIONS
M ti�;•.��• a,wN UNHEINPORCED TUBE U=DNS DESNGH PRESSURE CHARTS AND GENERAL NOTES
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TUBE M I ION
v aaw SrD,tI eE 1 X 4 " 1 I t X 3
q. pPppN,LL 1 X 4 STD.TUBE MUWON 1 %3 eae3-Ta C ci01 124
k'
CUSTC,Y.MULLION e�,� CUSTOM meS-� � m
6a83-TB F5
4 4 ��� 1 W:2.188 1.' IXX:2.218 ink Ian 4.709 in. Inc 4.709 In. ba:2188 in.
Snc 2255 in Slat 2355 in? S S.: 1.445 Did a
�EAOa S.,1.445 in. S.;1.479 1n.
mu
(FLANGE FFILE) (FLANGE FRAME) (nN FRAME)
SIMmMD 7US"SHWE9
A= 6115-Te -_ 17✓m 1 4 �$
TYPICAL
al.A2Dm Fl CT
EyOp iY3 EESO I�
IA00
j enoG 112 sus
4suo olr oc. 00
IX M I ION GIIP 3a00 4.0 3,AE!
e053-T8 3
MULLIONS CONTAINING
•L• xDTaI t
TYPI AI CIA71blr, E!BQDUCTc GY3.4 S
MOMJiORIZONTAL OR VERTICAL PAODUCTRBVISED
4Aw�gilym9w0AUeFmdd4 $
SEE BH001T OR DOOR Af'PRGIAL FOR 2 X 6
FASRdI M STES AID SPAOHO STD.TU MULLION �TB.7LB M n 1 R1N Aaept®mNo
eaeD-Ta a00]-18 # z y
o LIM19.648 Fn IIn 7.649 init
CLIP LENGTH Snc 6.549 S.:3.825.0
RECTANGULAR ALUMIN M T B M IONc
�l
MITId. .L» INSTRUCTIONS: USING MULLION PROPERTI c O Y
1 X 2 L688• USE olURfs MD caws As F ows, �^1t•T{f]Ii;fAAtA�r
pElmmnE owes toAo ItF)OVOtED FaR PAPUIMM OFERNO. THESE MULLIONS ARE RAPED FOR IMGE MISSILE IMPACT gg .,` ••33Ar Ae
1 X 9 2.688• STEP-1 ANO CAN'BE USED.WITH ALL LAWSON'S M1AM1-DADE
S�2 USE APPqpyEp WXK PFWM UEETM AWYE UMp COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. eygF
oAv not I X 4 3.688' REwiRmFM4 2 X 4 3,688' Sff�.7 To wumN As PER PROOUOf NOTESi
Aes 2%6 5.600, STEP wmw mhum slim svmm 1.PEFER TO THE GENERAL NOTES ON SHEET z 5✓
Saco USING OWR3 aN SNEEI a aIo so==u011ox SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE "-=' �•'�
1.ALL CUPS AND ANGLES ARE TO FTF STEP.5=oEmi Rmam uon THAm m m Lop 9Pcmw 2,MULLIONS-NpY 8E OPoENTED VERTICALLY OR 4'��_ •.
L SNUG INTO TUBE MULLIONS. N SRP T Aam. HORIZONTALLY.MAY
t:a.
ANGLE CUP 2.WHERE ANGLES ARE NOT fll'SNUG M ANOHOR WO pN®R a TMm a AMI AMpms Owns
eOaT-ie INTO TUBE MUWONS•SEE OPTIONAL STEP 8 off 51fEti e.EEIEci u101oa TYPE rmR DLztaN nmem 3.REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION
e�oo ANCHOR DETAIL AT SHEET 9 OF 10. MQIE iHUF THE DEsmx to=SMFED W STEP I ADOYE. ARRANGEMENTS OR STACK CONFIGURATIONS. �
LI
s
STEEL REINFORCED TUBE MULLION8 BTEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS
Width w MULL SPAN 1X3 1X4 2X4 2X8 Width w MULLSPAN 1X3 1X4 2X4 2X8 WIdtA w MULL SPAN 1%3 1X4 2X4 2X8 0160.0 160.0 i50.0 150.0 18 150.0 160.0 160.0 750.0 44.0 96.7 160.0 150.0
24 150.0 160.0 150.0 - 160.0 24 130.6 160.0 160.0 16D.O 24 33.0 71.8 liewe 150.0
30 150.0 160.0 150.0 160.0 30 111.8 750.0 150.0 15D.0 30 26.4 67.4 93.2 150.0
38 160.0 160.0 160.0 160.0 38 93.0 160.0 160.0 150.0 38 22.0 47.8 77.7 160.0 n,vro y a
42 160.0 150.0 150.0 150.0 42 791 160.0 150.0 150.0 42 18.9 41.0 88.8 150.0
48 38.318" 160,0 150.0 150.0 150.0 48 74.114" 68.7 150.0 160.0 15D.0 48 120" 16.6 35.0 58.3 149.7 zq
54 160.0 150.0 150.0 150.0 64 62.0 134.8 160.0 160.0 64 31.9 61.8 133.1
60 160.D 150.0 150.0 160.0 60 66.8 121.2 160.0 15D.0 60 28.7 46.6 119.8
88 150.0 150.0 150.D 150.0 88 50.7 110.1 160.0 160.0 68 28.1 42.4 108.8 4 '
72 150.0 i50.D 150.0 150.0 72 48.6 101.0 160.0 160.0 72 23.9 38.9 99.8 W ''.0yyy
150.0 150.0 150.0 150.0 78 42.9 932 160.0 150.0 8 - 22.1 35.0 92.1 i R g
18 - 150.0• 150.0 1150.D 150.0 18 128.4 160.0 150.0 150.0 18 33.1 71.9 118.8 150.0 24 150.0 15D.0 150.0 150.0 24 98.3 160.0 160.0 150.0 24 24.8 53.9 87.6 150.0
90 150.0 150.0 150.0 160 0 30 77.1 150.0 160.0 150.0 30 19.9 43.1 70.1 150.D a 38 160.0 150.0 150.0 150.0 36 64.2 139.6 160.0 i60.0 36 16.5 35.9 SEA 150.0
42 160.0 150.0 150.0 150.0 42 - 56.0 119.6 160.0 150.0 42 30.8 50.0 128.5 y F"
48 504i18" 150.0 160.0 160.0 160.0 48 84" 48.2 104.6 160.0 160.0 48 132" 27.0 43.0 112.5
54 150.0 150.0 150.0 150.0 64 42.8 93.0 150.0 150.0 64 24.0 38.9 100.0 a
as 160.0 160.0 1b0.0 160.0 60 38.5 83.7 136.9 160.0 80 21.8 36.0 90.0 v o
88 147.7 160.0 160.0 180_0 66 35.0 76.1 123.0 160.0 88 - 1B 8 31.8 81.8
72 135.3 150.0 160.0 150.0 72 32.1 89.7 1132 160.0 2 18.0 29.2 75.0
78 124.9 -160.0 160.0 160.0 78 29.8 64A 104.6 160.0 78 - 16.6 20.0 89.2 V 1
18 160.0 160.0 160.0 160.0 1B 88.0 150.0 160.0 150.0 1a 25.5 65A 69.9 i60.0
24 i60.0 160.0 1b0.0 150.0 24 64.5 140A 160.0 160.0 24 19.1 41.5 07.5 15D.O j
30 150:0 160.0 -150.0 150.0 30 61.0 112.1 160 O 160.0 30 16.3 33.2 54.0 138.6
36 150.0 160.0 155.5 15D.0 35 43.0 93.4 150.0 150.0 36 27.7 45.0 115.5 rCkl
42 160.0 160.0 150.0 150.0 42 33.9 60.1 130.1 15D.0 42 23J 38.6 99.0 � a
48 57 150.0 150.0 160.0 160.0 48 Bfi" 32.3 70.1 179.E 150.0 48 144" 20.8 33.7 88.8
54 137.0 150.0 150.0 160.0 64 28.7 62.3 1012 160.0 54 78.5 30.0 77.D
BO 123.3 150.0 150.0 160.0 BO 25.8 60.1 at 150.0 60 16B 27.0 g-3
Be 112.1 150.0 160.0 1b0.0 88 23.6 51.0 82.8 160.0 88 75.1 24.5
72 102.8 150.0 150.0 150.0 72 21.5 40.7 75.9 150.0 72 - - 22.5 3 y
78 04.8 160. 1 0.0 78 tame 43.1 70.0 150.0 7 - - 20.8 ip
18 i60.0 150.0 160.0 150.0 18 00.4 131.2 50.0 150 18 22.0 49.0 79.8
24 150.0 150.0 160.0 150.0 24 45.3 98.4 50.0 150.0 24 16.9 35.7 69.7 + 4
30 150.0 150.0 150.0 760.0 30 38.3 78.7 127.9 150.0 30 29.4 47.7 1228
38 150.0 150.0 760.0 150.0 38 302 05.8 108.8 150.0 38 24.6 39.8 1022
42 130.5 150.0 190.0 780.0 42 25.9 65.2 M84.0
160.0 42 27.0 34.i 87.6
18 63" 114.2 150.0 160.D 160.0 48 108" 22.7 49-2160.0 48 150" 18.4 29.8 78.6
04 101.5 160.0 150.0 160.0 64 20.1 43.7 160.0 _54 •16.3 20.6 68.1 $ y
80 91.3 150.0 150.0 150.0 80 18.1 39.4 180.0 00 23.9.0160.0 150.0 160.0 66 16.6 35.8 147.0 68 21.71 142,4 160.0 150.0 72 16.1 32.8 134.8 72 19.9 70.2 731.4 160.0 160.0 0.3124.4 78.4 47.2 t
IWM24MAl NUIIAN ..yy11v111iir17/1��
'cuallo _ TYPICAL AtULLIDN ARRANGEVAENTS ° ��Pq�er
PFAGMDULIr
LL�• ✓
IR0.lON z FL7N.REGTMI4VVA 81VECLAZW CLAM
�••��.�:�••• - Dtl'1.:
PRODUM FR0VUCF MULLIONS RATED IN THESE CHARTS MAY DE ORIENTED ®ROWeFROVIse° � �'
VERTICALLY OR HOR120NTALLY. Ba�� - OQ p�"OQ q
F�w F VUC (INTERPOLATION BETWEEN WIDTHS ALLOWED)
WIDTH W = WI
W1 W2 MULLION G 1 ( ) 2 <
a
6/16•TAPCDNS 6/IB'TAPCGNS MIN.EDGE DIST.
1 i/4`MIN. 1-1/2•NX SOOU p9cw[JON I-tM•Y%y�P�fly,T 2-3/16'CONCRETE OR
DIST z pm n (I 6N CA'.XI wNG) I PER AN6LE 4'rOtLM taN•uw.nem —1ON7 1'FRANGIL
s tx w�nnw ap I11 Ir-�I I 1I N 1 2 711 W1 BVCI! i i ;I iI 1Y2
IN=
"03 a s
p
AUNT AMUa MIN.
D2W YO I Df IX FLOATNG CLIP Y18 s
Ir '1 1 t
rj
W S
i MIN' vie LwGONs ANCHORS TYPE 'D' (INTO BLOCK
EDGE
DIST. ,_,/2 NNLw6mtPMwN ANCHORS TYPE 'G' [INTO CONCRETEa O �'
ALL CUPS AND ANGLES TO FIT
SNUG 4 ANCHORS THRU IX BUCK
INTO CONCRETE OR BLOCK
INTO TUBE AY BE HE D. 1k4`h 2'x4`MULL V 1 a
I i TAPCONS MAY BE HEX OR FIAT HEA 1
MIN.EDGE DIST. R a•
I I 2-3116"CONCRETE OR �1
' { 4rHI 6/16•TAPCWS 6/I6'TMCp14
{ i 1-6/P UK al6Eo INTO NASGM2Y t-me 161E ENDED INN LMSOI
2 f 6UCK 1 ' 22 X,2 x 1 Y 2 PEN LVP(I ON'EAOI NWG) I M AN=7--4.,, . 55
1 I I' AM
TAPCONS MAY OE HEX OR FIAT HEAD-
ANCHORS TYPE 'A' $
2 ANCHORS INTO WOOD { { ,
1_1 1
D,
1 1 4'MIN. I-I 6/I6•Ew -" I z r'I Ix naT6a ar i 1 �x�z x T
/ /s'lox.vmm PtNEmAtn1 a/Ia'V°0°'S I t
' E DI T. 4 PER CUP(2 @I EAaI WINQ I-1/1'NVI.190GDs PER' GE�
I { gg
�= a= ANCHORS TYPE 'C' {INTO BLOCK) 1 ! S
!� : '.-:•.,' \� ANCHORS TYPE 'F' (INTO CONCRETE
2 ANCHORS THRU IX BUCK }tt
INTO CONCRETE OR BLOCK KF
' CLIP A
WOOD 2
N8N { I I U ; 1�ICTRRVI�SUuS FIaM6 �:n
- I ' M1ccapfmis�N,.p��•i•J�O 0�.0�`
��
ANCHORS TYPE 'B' AIIC110R l01TEAOAtWN H .5 c 0 �202� Y'':,r,.,i
4 ANCHORS INTO WOOD
MIN.EDGE DIST. MIN.EDGE DIST.
3 16'CONCRETE OR —1 4TAPCbMS MM E1dlD)MO WSONRY 2-3/16'CONCRETE OR to y
A HOLLOW 8l0 K 2 PER ILP(t fn Nc)uL91 W a/te•nywNs 4' OLLOWM)CK 6/te•to a/te•Tu�CORs Ro
3 1 4 1-3/4•M.EYOEU 6R0 1Y301gP ]l1 1-3/4•NK litOED Mf0 WWNIf 10/4•UN.Em am-som o
NIN. t PER IMME 3/4 4 M MP(2 ON EMt—0) 2 FM NIME q
ro� 4
M' .tr1 •I.
.I I t. q a.,
41,11,
O QY BtOCI( 1 _ ONXCOXX D1 fYAqEMX ` %dWl2 Y 1 __ W2ELOATMC CIR2 / ,MIN. i rA o
3 1/4- + f
MIN ���111
ANCHORS TYPE 'C' (INTO BLOCK ANCHORS TYPE V (INTO BLOCK)
ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE '0' (INTO CONCRETE)
i 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK �y
~-�--~ ALIEWNE May I 17%4'&2'%$MULL - y •Ey83
1 1 AN0Y1R LOCNION �` , � i
MULL 1
I I I 11 1
E{p WCOKCRM OR
(Yp
j _) L
' CEUENT BLOM I! gg
1.1
s 64tW/MTAPCOt19 I •I.�: •• ,•: -:. ``•!,a.•"-".+ v •� ., t
U.sanMr 'I 4
pi
2 RAg nF
(1 ON EMI
1-/4'WN.EURE I C M=SWWd
�NICIE 4 PE0.CLW(2 ON EAa04 WS)
XS
i i Ii\ i i ALL CUPS AND ANCUS TO FlT SNUG '�,•,h;,S•.�;' `_'.INTO TUBE NULUONS.
JAPCONS MAY BE HEX OR MT HEAD,
_ MEODULTftDVtS6D
• I CUPS ORANGLES CONNECTED OIREMY TO MASONRY MBE PROTECTED 9�V•O�
• a WITH ALKALJ-RESISTANT COATINGS,(SUCH AS BITUAONOUS PAINT OR naaplall��
WATER-WHRE METHACRMTE LACQUER A �t
6/16•ll1PCON91-3/4'LE4®m aTdltml� - <'•'.?•,'', Ft
ptf0 M/SOIIR7-t PE0.NaiE q
I
MIN.EDGE DIST. WIN.EDGE DIST.
2-3116*CONCRETE OR .2-3118-CONCRETE OR
4 HQUOW K Me TAP� 4
HQUOW 3-3/e 6/15*TAKONS 4 HOLLOW BLOCK 3-3/e
MIN. "/4- (Dm 9ffo�I, MIN M M-Wo"kWW 4 PER CUUDPL 2 ON EWH 1m) 4 1 (2 M� 1
ti
CUP LENGTH �:El z
2 X 6
5 6-
1-3/4- u456m //,20"1,
4 MMIP(201 W-)
1 3/4' 4 PER CUP'EM Ol M WH
MIN. 1 .3/4'
3/4' m MIN.
L
r: CLIP LENGTH mwu 2X6 WU N
MULL
a x I
31 2 X 6
Q-----------
Ti
MIN.
5 11/18- ALL CUPS AND ANGLES To"T SNOBANCHORS TYPE 'E' (INTO BLOCK)
INTO TUBE MUTONS. ANCHORS TYPE 'H' (INTO CONCRETE) W=
lay
ANCHORS TYPE 'E' (INTO BLOCK) TAPGUNIS MAY BE HEX OR FIAT HEAD.• 4 ANC THRU IX BUCK BIN
ANCHORS TYPE 'H' (INTO CONCRETE) CLIPS OR ANGLES CONNECTED DIRECTLY TO—TO BE—0 INTO CONCRETE OR SOCK
ANCHORS INTO CONCRETEa UM WITH ALK4U=COATINGS,SUCH AS;BITUMINOUS PAINT OR 21w UuLL SHmVN
M 2"X6*MULL SH WATER-MTE LACQUER.
PRODUCTRIEV131310
A-J.—t 00
..... ......
F
f
MIN.EDGE GIST.
2-3/18'CONCRETE OR 1-3/4'M.I=UI IWO w W 3-3/a' CLIP LENGTH
4'HOLLOW BL 4 TriGL(2ON FACI1%me) _MIN.
{I + Ix2 1.68' m y
::•.t: .L'_ 'rod ':♦1' _ .� n 1 X 8 2488,
1 X 4 3.688'
•• '.•.• .2 X 4 3,68'
i _ 2%6 5.686'
2 MIN t B' as m 7.e Yw i I 1,ALL CUPS AND ANGLES ARE TO TIT
SNUG I 0 NBE NWDNS
µ1 2MX 1/1/4' 2.WHERE ANGLES AURE'NOT FTT SNUG
INFO TUBE MULLIONS,SEE OPTIONAL < c
i i I I ANCHOR 10ETAIL AT SHEET 9 OF 10. a
I
w 3
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED **�ELIUIE IM¢rXuoNWITFT ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PLANT OR PATFR-VYIOTE AIE71{TCRMTE IACDUER ___MIN.EDGE DIST.2-3/1V CONCRETE OR4'HOLLOW p2 F.N.2/TOIO10R110 INTOUeE WWmI\Z IUM WT BE IWTCNFA
.:V.. •'.f'..'T'.: 1`- _ CF CUP ANCLEAS mAULR MAUAMW
LOCATION OF SCREWS CONNECTING ••+••' CNA%'WwT KR2 A5SF/181Y
ANGLES TO TUBES WHERE ANGLES ii
ARE NOT FIT SNUG INTO TUBE /14 M SYS
MULLIONS. I AC=HW 1-1/1.O.C.O M. .
v
TApmeIs
PL
fa/4•w1 omm6/Yrto a Pdtl4At= i 3v all
2 POI AM
2%2%1
.•` FSTMIEB IN EIM[N I5
• . AWY O fW¢CIIBN},p A I I I'OA.NW. I
'•+••y C
Z 1-3/4'%Y%1/B'OM 2"1 NBB[[JJ
• 3/4'X 2'X 1/Y FOR(TIN TUBE7
.:�"'.• �g NT TO Fif WJB M�SWE I�IWE *11:)11xk 1{FTlJFj
ANCHORS TYPE "I' L:'
METAL t0 METAL OOICNECTION. ,• .s �`";�9�::
USE CHARTS FOR ANCHOR TYPE Y TO VERIFY CAPACITY OF CONNECTION all:
~• •.' PRODUCFRRVISM) '
I• 3-3 4' PlybWvdrowaPl411dA '� � •,-1�
/ ALL CLIPS AND ANGLES TO FIT SNUG - nu:Mia2Qdo
naminlnnw. 08 R'.�. •8
MIN. INTO TUBE MULUONS. i .4IS1m •y I
t a/4" Q�TIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FIAT HEAD. .�Rh I ��d
MIN. ANCHORS INTO CONCRETE OR CEMENT BLOCK ` � kl'talnslCMVo
A
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9S92!ssyliaggae�smgmNggg��aseGgggg6'sa'Sgggggg
VERTICAL MULLION
SPAN ss's'sdi6gggggP's'sist'sis's's'aW�i� �� 's�B"ss'iss'u�i�'s�sggPo
61eagguggggat��ggggggg®�ggggggggggggggggggggss �
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Z Y s�Bsso9ssMVRO9eMg999RIRmsQ1 mgg RiaggggggggR-
CokL MULLIONLd86P6Aa aYaa�L8P6AaaS'w mG86 PL Ga8ft:ssL BPAAa gYL
SPAN
W2 W1 E
U ? 4 N
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Mo aaaagPmd6gas$tLPsss9�gAgssaaa�s�yggra9saasYgggSRe
BPSBd°sg�gga8288e=Y-6'sgRB�se m�gggaasRga g'ag�°�
0
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aee®ie 02W;R z BBs+BBs'�emias�ea'�ia ggg 114985 adgggg988MAgggggN
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e
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W da=alBeaFBa Oo,MRRaesa.7aQ eaa8taa8218°'l aaldeaPsdB ga� .
• $BLa88i9'g'ag BP68�J49'ggggo
seas+®s�,9ggseBi�asgg Egg Ram vasN;gg9us -SUM999=
B=Rd=Laa�BS Saa a L L V.R+8 g 8 a a A9aS3 R'g68a Ag P88 ya og
l 537Y5 LA
W V ON
i1DRiDA 53186
k T PH No.(305)69"660
MANDPACTOARM OF QUALITYALMONOY AMOMS AND GLASS DOORS
ALUMINUM TUBE MULLIONS
� .•: CLIP/ANCHORS D=GN PRESSURE CHARTS AM GENERAL NOTES
�)� A��� uW—M-1001 — to R 20