WS-16-727 Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores,FL
Phone.(305)795-2204 Fax: (305)756.8972
Inspection Number. INSP-255180 Permit Number. WS-3-16-727
Scheduled Inspection Date:June 08,2016 Permit Type: WindowslShutters
Inspector Mesa,Michel
Inspection Type: Final
Owner: SOUTHARD,CHRISTINE S Work Classification: Window/Door Replacement
Job Address:351 NE 103 Street
Miami Shores,FL Phone Number (305)308-8133
Parcel Number 1121360130260
Project <NONE>
Contractor: PARADISE EXTERIORS LLC Phone:(561)732-0300
Building Department Comments
INSTALLING 4 WINDOWS AND 1 DOOR. n ra o ommeMs
INSPECTOR COMMENTS False
Inspector Comments
Passed
Failed
Correction
Needed
Re-Inspection
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid
6
June 07,2016 For Inspections please call:(305)762.4949 Page 8 of 36
a i
Miami Shores Village r
10050 N.E.2nd Avenue NE _£,
Miami Shores,FL 33138-0000r
Phone: (305)795-2204
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< � Expiration: 09/28/2016
Project Address Parcel Number Applicant
351 NE 103 Street 1121360130260
CHRISTINE S SOUTHARD
Miami Shores, FL Block: Lot:
Owner Information Address Phone Cell
CHRISTINE S SOUTHARD 351 NE 103 Street (305)308-8133
MIAMI SHORES FL 33138-
351 NE 103 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone $ 16,930.00
Valuation:
PARADISE EXTERIORS LLC (561)7320300 _ Total Sq Feet: 0
Type of Work:INSTALLING 4 WINDOWS AND 1 DOOR. Available Inspections:
No of Openings:5 Inspection Type:
Additional Info: Window Door Attachment
Classification:Residential Final
Scanning:3 Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $10.20 Invoice# WS-3-16-59079
DBPR Fee $2.25 04/01/2016 Check#:6929 $140.70 $50.00
DCA Fee $2.25
Education Surcharge $3.40 03/21/2016 Check#:6790 $50.00 $0.00
Permit Fee $150.00
Scanning Fee $9.00
Technology Fee $13.60
Total: $190.70
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore,I authorize the above-named contractto do the work stated.
April 01,2016
Authorized Signature:Owner / Applicant / Contracto / Agent Date
Building Department Copy
April 01,2016 1
Miami Shores Village .EcEM
E Building Department aJABL.#Y __=Fn_
2016
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 200AS
BUILDING Master Permit No. ,( ao
PERMIT APPLICATION Sub Permit No.
QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION ❑RENEWAL
❑PLUMBING ❑MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 351 NE 103 ST MIAMI SHORES FL 33138
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#:1121360130260 Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
Y u5r1' C�tr�s ',rte�
OWNER:Name(Fee Simple Titleholder):CHRISTINE S SOUTHARD hone#:RG
=.
Address:351 NE 103 ST
City: MIAMI SHORES State: FL Zip: 33138
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: PARADISE EXTERIORS Phone#: 5617320300
Address: 1918 CORPORATE DR
City: BOYNTON BEACH State: FL Zip: 33426
Qualifier Name: DANIEL BECKNER Phone#:
State Certification or Registration#: SCC 131150472 Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State; Zip:
Value of Work for this Permit:$16930 Square/Unear footage of Work:
Type of Work: El Addition Q Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: INSTALLING 4 WINDOWS AND 1 DOOR
Specify color of color thru tile:
Submittal Fee$^r I � Permit Fee$ o CCF$ 10' 00 CO/CC$
Scanning Fee$—P .�� Radon Fee$ c DBPR$a�v S Notary$
Technology Fee$ r 3 'GCS Training/Education Fee$ P Double Fee$
Structural Reviews$ Bond$ I
TOTAL FEE NOW DUE$ ! Cy ' —1 C)
(Revised02/24/2014)
r
♦ L
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(Iapplicable)
Mortgage Lender's Address
city State Tip
Application is hereby made to obtain a permit to do the work and installations as Indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and than all work will be performed to meet the standards of all laws regulating
construction in the jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compEance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Apphtant± As a con Von to the issuance of a buitcrog permit whit an estimated value exceeding$2=,tare applicant must
promise 1n good faith that a copy of dw notice of commencement and constr Won lien low brochure wtyl be delhrered to the person
whale property is subject to attm*meft Also,a certfed copy of the recorded nofte of commencement must be posted at the job site
for the fires Inspection which occws seven M days after the building permit Is Issued. In the absence of such pasted not=, Tim
lnspectwn wtTl not be approved and a raWspecrion}iee will be charged.
S I P M
OWNER orAGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The mr]fWit instrumle�ntl was admawledged before(®e this
day of Al W-A .20 j -by �4..,.daY of I�l�l��.�/1�20 by
STI JJ� SO UT 4 4lZl�vho is personally known tea who
me or who has produced .iYIJ U�12 LS Q CaU& as me or who has produced
Identification and who did take an oath. ident#ication and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: C —44
A
j I tlpl Sign:
Print- �� O I
<Seal: SOPHIE MARIE ELLISON JENNIFER NAJ
NRA
a : MY COMMISSION s FF802810
oQ MY COMMISSION#FF180900 - EXPIRES July 23.2019
EXPIRES December 3,2018 Mo
(A4Y)3B9.O13 nwievtoysoN+ce•o
****** *sss**s**s**sssss*ssssssss*ssss*sss*s****sssss*sssss+rsssssssssss*
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(RW$edW24/=4)
4/01/16 02 : 18PM EDT Paradise Exteriors —> 3057568972 Pg
a
ACORO� DATE @AMIDDIYYYYt
CERTIFICATE OF LIABILITY INSURANCE oaolnols
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(8)0 AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the poiaoy(aes)must be endorsed H SUBROGATION IS WAIVED,subject to
the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder In lieu of such ondorsamant(s).
PRODUCER EI Joseph Smith
Rivard Insurance Agency,Inc.
1014 Gateway Blvd,Suite107 t5a1)739-a3asLW.Ne): (561)739-mac
Boynton Beach, FL 33426 jsmithQrivardinsurance.not
License#•A221221 INSURCAMI AFFORDING COVERAGE NAIG6
INSURERA: Scottsdale Insurance ComRjjny
INSURED IMURERBI Nautilus InsuranceCompany
PARADISE EXTERIORS LLC
DANIEL BECKNER INSURERC:
1918 CORPORATE DRIVE INVUR RDS
BOYNTON BEACH, FL 33426 INSURERS:
INSU ERF:
COVERAGES CERTIFICATE NUMBER: Dowwoo-so37m REVISION NUMBER: 53a
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CI:AIMS,
ITR TYPE OF INSURANCE POLICY NUMBERM LIMITS
A X COMMERCIAL GENERAL LIABILITY CPS2245536 07/21/2015 07/2112016 EAC,N OCCURRENCE $ 1,000,000
CLAJM34AADE EX—J OCCUR PREMISES Eaocw,rnrnce S 100,000
MEO EXP(Arty nrst person) $ 5,000
PERSONAL&ADV INJURY $ 1,000,000
GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2.000.000
X POLICY JE LOC PRODUCTS-COMPIOP AGO S 2.000,000
OTHER: S
AUTOMOBILE LIABILITY Jr.
aBINr1O,13INGC9TMIr—
ANY AUTO BODILY INJURY(Per person) $
ALLOWNED SCHEDULED
AUTOS AUTOS BODILY INJURY(For eMent) $
MIRED AUTOS NON-OWNEDIt
AUTOS soGdent $
S
A X UMBRELLA LIAR X or:cuR XBS0053747 07/21/2015 07/21/2018 EACH OCCURRENCE S 2,000,000
EXCESS LIAR CLAIMS-MADE AGGREGATE $ 2,000,000
DEO RETENTION S S
WORKERS COMPENSATION
AND EM PLOYERS•LIABILITY YIN t;TATUTE Eft
ANY PROPRIETORIPARTNER/EXECl1TIVE
0I+ICC1:W bNIM6lthXfLUUhV't N/A E.L.EACH ACCIDENT S
(MyyB@@n99e�atorY In NH) E.L.DISEASE.EA EMPLOYEE $
DESf RIPTIAre OF OPERATIONS!mitre
E.L.DISEASE•POUCY LIMIT S
B Commercial Property NNS78999 01/2512016 0112812017 Personal Prop 100,000
DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES(AGGRO let,Additional Remarks Schedule,may ba atraclwd N mora
on in DANIEL BERCKNER SCC131160472 WINDOWS AND DOORS LISTED AS ADDITIONAL INSURED)
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
MIAMI SHORES VILLAQE THE EXPIRATION DATE THEREOF.NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS,
10050 NE 2ND AVE
MIAMI SHORES, FL 33138 AUTHORDMDMFRW ATNF
JRS
01989-2014 ACORD CORPORATION. AU rights reserved.
ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD
Planted by JRS on April 01,2016 at 02:13PM
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ENGINEERING
EXeb( PRE�'a5'® Design Wind PresAre jDluii►x+, antau+':4E 7-10,Ch.30.4.2/30.6.2
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160 SW 12th AVENUE, *106 i' '42,
DEERFIELD BEACH, FL 33442 Max Positiv.8%m99W(Pq��-).; .; ." PMAx+ = qh(8c GCS+ GCo) PMAx+ = qh(6c GGA+ GCpi)N:(954)354-0660 FAX:(954)354-0443
WWW.ENGEXP.COM Max NegativeiIr Sore(P0Ax-) : PMAx-=qh(8c G%m-GCpi) PMAx-= gh(8IC G%m-GCpi)
Wind Load Calculation
ASCE 7.10 Chapter 30 Wind Loads-Components and 1�eVlce Calculation&ASCE 7-10,Chapter 30,All Subsections
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Site Information 1� 72 ix-61 Ifif 30.50 12.00 0.85 56.57 0.9 -1.0 37.7 -41.1
2 73 x 61 Int 7 30.92 12.34 0.85 56.57 0.9 -1.0 37.6 -41.1
Owner: CHRISTINE S SOUTHARD 3 73 x 61 Int 7 30.92 12.34 0.85 56.57 0.9 -1.0 37.6 -41.1
4 72 x 61 Int 7 30.50 12.00 0.85 56.57 0.9 -1.0 37.7 -41.1
Wind Speed(V): 175 MPH 5 68 x 78 Int 7 36.83 14.08 0.85 56.57 0.9 -1.0 37.2 -40.6
Exposure Category: C 6 36 x 80 Int 7 20.00 14.81 0.85 56.57 0.9 -1.0 38.8 -42.2
Velocity Pressure Coef.(Kh): 0.86
ASCE 7-10(7T.30.3.1 Table 30.3-1
Directionality Factor(Kd): 0.85
Topographical Factor(Kzr): 1.0
Structure Information
oo,
Risk Category: H
Building Classification: Enclosed
Int.Pressure Coef.(GCpi): 0.18
ASCE7-10Table 26.11-1
Mean Roof Height(h): 16 ft.
Roof Slope(0): Sloped
Roof Slope Coefficient(0c): 1.0
Min.Building Dim.(L): 33 ft,
End Zone Distance(a): 3.3 ft.
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A FLOOR PLAN WITH OPENING IDENTIFICATION SHOUT D Pf•PROXIDER WITH•THIS•§HEET
Definition of ComerZone-10%of least horizontal dimension or 40%ofleW*roqf hlsigdt,Oochepr%smolpr,but not less than 4%of least horizontal dimension or 3 ft.
• :PRGI5UCT;kPPR0 AL• • REQUIRED OPENING MAXIMU MULTIPLEOPENING {Location) IS THIS A PRODUCE • ROUGH ARE
GLAZING AI�PRoAl PfStSUR AATTNG DESIGN PRESSURE M WINDOW
LOCATION Comer Zone WINDOW ACCEPTANOPENING SHUTTERS
NUMBER or Interior OR DOOR TYPE NUMBER + PSF P F + PSF PSF TESTED DIMENSIONS MULLION REQ Y/N
•• S )• • • ••{:) • { ) {-) SIZE REQ YIN/NA
1 Int Window 7/8"Larni 1G FL16736.1 •; ;•j0; ; ; ; ;• 6d; 37.7 -41.1 74 x 63 72x61 No No
2 Int Window 7r L"'G FL16736.1 60 60 37.6 -41.1 74 x 63 73x61 YES No
3 Int WindoW '111"`-°''G FL16736.1 60 60 37.6 -41.1 74 x 63 73x61 YES No
4 Int Window 78"'""`G FL16736.1 60 60 37.7 41.1 74 x 63 72x61 No No
5 Int Door i"l—i IG FL 14850.1 70 70 37.2 -40.6 79 x 97 68x78 No No
7/4/2015 Florida Building Code Online
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Bus nes
Pro�es i a1 Product Approval
.7.7 USER:Pubtie User
Regulation
lil Product Aoordvai Menu>Product or Aoolication Search>Aodhcation ust> I etail
FL# R-16736-RI
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474 ••••
(352)368-6922 • • •••••• ••••••
ekoss@cws.cc • • • •
•••••• •• •• ••••••
Authorized Signature Koss Erin •••i•• • • •
ekoss0cws.cc ••••••
•••• • •• •••••
Technical Representative Erin Koss • •
•••••• • • •••••
Address/Phone/Email 1900 SW 44th Ave. • • ••••••
Ocala,FL 34474 •• •• • ••••••
•
(352)368-6922 Ext 291 :90:19: • •
ekoss@cws.CC • • • • **a*:*
Quality Assurance Representative Jay Lathrop •• • *000
• • •
Address/Phone/Email 1900 SW 44th Ave. •• •
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop0cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M.Urich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL16736 RI COI EvalReo CWS-8718(HS-8200.74x63.IMP1.0f
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA/TAS 201/202/203 1994
Equivalence of Product Standards
httpsY/floridabuiidirg.org/pr/pr app o.aspxTparam=wGEV)(QwtDqu8obl%2RZm6TgPdtz6mMaKpvglON3eNal3BBv3yAgMAOA3dOA3d 1/2
7/4/2015 Florida Building Code Online
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/15/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
fm
of Products
Model,Number or Name Description
HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX.
of Use Installation Instructions
ved for use in HVHZ:Yes FL16736 RI II CWS-871B(HS-8200.74x63.IMP).Ddf
ved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
t Resistant:Yes Created by Independent Third Party:Yes
Pressure: +60/-60 Evaluation Reports0:Large Missile,74"x 63",DP+/-60 psf.Outer lite in FL16736 Ri AE DuPont PVB�OA 0� 1�Ddf•• . ••st be safety glazed when used above 30 ft.in HVHZ. FL16736 Ri AE Eva1ReD CW6-8716 iHS-8200.74omplies to ASTM E1300-04. IMP).odf of ,r, ••
• 0990
Created by Independent ThIrg Pg •Yes 01 •
0000
•
16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT, ii!;-!iJ`XOX. • •••
Limits of Use Installation Instructions 000009 • • • •••• •
Approved for use in HVHZ:Yes •
• 0090
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 201 •
Impact Resistant:Yes Created by IndependentThir P&V.O.Yes • ••
Design Pressure: +60/-60 Evaluation Reports • 9 9 9 0000
Other:Large Missile, 111"x 63",DP+/-60 psf.Outer lite in - *
I.G.must be safety glazed when used above 30 ft. in HVHZ. FL16736 Rl AE Dupont SGP OA911�624 02.Ddf • 0000
Glass complies to ASTM E1300-04. EL16736 RI AE Eva1ReD CWS-W B S-8200, i T163. * •
IMP).Ddf 99 •
FL16736 RI AE Ouanex(Mikron)NOA 12-1017 02.Ddf
Created by Independent Third Party:Yes
C ttiCk (i2A
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Coovrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have
one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public To determine H you are a licensee under Chapter
455,F.S.,please dick JM-.
Product Approval Accepts:
secian xkuiaec�
hNim
hnWtfforidabLdiding.org/pr/pr_app app dtl.�px?parent=wGEVXQwtDquBobl%2flZm6TgPahLz6ont0aKpvglON3eNaBBBv3yAgMA°A3d°A3d 212
URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING& Ph. 941-380-1574
TCONSULTING,INC. FBPE C.O.A.#29779
Evaluation Report 871B
April 18,2015
Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO
or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window)
Manufacturer: Custom Window Systems, Inc. 1900 SW 44h Ave,Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5`h
Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation: 0000
1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL. '0000' 0000..
2) Approval drawing CWS-871B,signed and sealed by Lucas A.Turner,P.E. '..' : •�
3) Test Reports NCTL-210-3887-1,-IA,-2,and-2A,by National Certified Testing oratories- •% •••• •
Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TFAfi-*201,202,205 ;0000;
`94,ASTM E 1886 '02/04/05,ASTM E 1996 '04/06/09,and AAMA/WDMA/VS*A'0 ;00
101/I.S.2/A440 `08 "" '
4) Supplemental Calculations to support CWS-871B,signed and sealed by Lucas W.:r'u�er,Phi..:.
0000 . 0000..
0000.. •�
Installation: Units must be installed according to approval document CWS-871B. ; 0 .0....
.000..
0000..
Limitations of Use: This product: ' ; ...0 •
• May be used up to the sizes and daylight openings indicated in CWS-871B •• •
• Achieves design pressures of+/-60 psf
• Is Large Missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.271
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021
t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 5`"Ed.(2014)Florida Building Code for use in this
product.
Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest
in any other entity involved in the testing or approval process of this product.
��it �aoRirc� T�i4
No 582019
.. �/
r'P STATE OF ;r�tu 4/18/2015
'1,�k`p, t 0 R ti ID N k` Lucas A. Turner,P.E.
'i6pq �►�� FL PE#58201
HORIZONTAL SLIDER- LARG61U S"SI4EI?AFACT• GENERAL NOTES:; 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED (�a
• : '• : TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WNDOW MTEMM
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE.
• • 4100 ••• ••• • IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA FLORIDA 34474
IN ASTM E 19%PER THE FBC. W W W.CWS.CC
751/4•MAX OVERALL FLANGE WIDTH • • • • • 2.GLAZING OPTIONS:(SEE SHEET 2)
D • ••i i i i i• •• 3.CONFIGURATIONS:'OX','XO". 8200 PVC
MAX UNIT WIDTH HORZ SLIDER
33'GLASS DLO 41140• i i• •i i i•• ••• 4.DESIGN PRESSURE RATING: IMPACT
DESIGN LOADS BASED ON,TESTED PRESSURE AND
A GLASS TABLES ASTM E-1300-04.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER �o Q
INFILTRATION TEST PRESSURE AND GLASS TABLES P
ASTM E-1300.04. a
j 1 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED Y w m
841/4• I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR ui j;
MAX, DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w a m
FLANGE B B ANCHOR CALCULATIONS.
HEIGHT 1 z
Z
1 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT
1 , REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT `r S N
1 , UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT m Z W
83• I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND Ix
MAX. FLYING DEBRIS. a
uNrr O , 8
HEIGHT , X18' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT a 3 y
SASH USED AT FIXED MEETING RAIL AND HEAD/SILL. w
1 i I HEIGHT 8.SERIES/MODEL DESIGNATION HS-8200. m 4 Z
I I
5813118• , 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
GLASS e X=OPERABLE SASH,O=FIXED SASH tttgttNpXJ �i
DLO 1
5 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ���4p;•��C E N,y^
I , I D v No 58201
1 I 5 11.EXTERNAL WEEP SLOT=1/4"x 1'LOCATED 4"FROM BOTH ENDS. t; * !F
1
0: STATE OF i4&Z
-- 5 -- y'
C A �Ss<O..
33"GLASS DLO �stools
38 5116•MAX SASH WIDTH ;25Z.
4/11/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET ON:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS DRAYM e
GENERAL NOTES&ELEVATIONS...........1ADE 10/10/13
SECTION VIEWS&GLAZING DETAILS...2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DW
EXTRUSIONS ...............................3 74"x 63" +/-60 PSF LARGE MISSILE IMPACT CWS-871 B
ANCHOR SCHEDULEEDULE&NOTESES................4
INSTALLATION DETAILS...........................5 SHEET
1:15 1 OF 5
• • • • • • • • • •
• ••• • • • •i
T 2 :yU7�lYW/a
• • • • • •• •• •
• • • i • • • • ••
i • • • • •
WmawsmEmis
• • • • • • • IOR 1900 SW 44TH AVE.
i • ••• ••• 000-0— OCALA,FLORIDA 34474
11 1 1 1 1 6 W W W.CWS.CC
• • •. iii 8200 PVC
•" ' '
Lo " HORZ SLIDER
:00 IMPACT
� a
oaf
1 3 1
w
U
SECTION B-B w
U Z
8 11 NOTE:FIXED LITE AT HEAD F O
AND SILL IS SIMILAR. N
0
19 a r
4 O U
OUj
19m Q Z
at a
MIDSPAN IM OF HO �)
(ITEMS 35836) 7Ar OVERALL i,�J�Q�•.•��CEAdg+S��•.,�Q���r+
-- -� �v: NO -,I)1
1/8"ANNEALED or TEMPERED i S ,k L
INTERIOR 7/16•AIRSPACE + D * :am
'�Ci : 4� STATE OF -<
5/16•LAMI fr�,"�tC .........p%V..0•N��``
1/8•ANNEALED ilk. 1J.0
SNLY WEEP LOCK(T�)� �DUPONT DVB INTERLAYER �slfNA'
TO HURRICANE FORCE WINDS. 1/8"ANNEALED `/�
1s a X (�2 AT THIRD POINTS 4/112015
PURFECT GLAZE'FI'
13 SIKAFLEX 552 LUCAS A.TURNER,P.E.
1 FL PE#58201
1 1239 JABARA AVE.
$ 5 NORTH PORT,FL 34288
PH.941-380-1574
/L 1 SHEET DE KM:
(V�_ 112'GLASS SITE
SECTION VIEWS AND
__ O GLAZING DETAIL
a
SECTION A-A HEAD IMPACT HOOK AND DRAWN BY: DA
JAMB SWEEP LOCK LOCATIONS ADE 10/10/13
1:20 UWG o
SECTION C-C
ALTERNATE FIN FRAME GLASS TWE A CWS-871 B
1:1 SHEET
12 20F5
•• .. . . . .. . .
• . • • . . . . .. .
. . . . ••• . • .
. . .•• . • . . ...
PARTS LIST p��\
ITEM PART# DESCRIPTION VENDOR MATERIAL al� CORNERCObIBTRUCTION '����I�//��///�,(
M"M
3118' • • • •• WMM�//UUIi f]/T jJ
1 H-1497 ReW.Sash Meet.Rail Keymark Alum • • • •• IL1\,w�/I
2 HAW9 Rebel.S.S.RJS.S.R, Keymark Alum • • • �• 3
8 • • • • 1900 SW 44TH AVE.
3 H-1836 Meet.Ran,Fxd. Keymark Alum • OCALA,FLORIDA 34474
4 H-6052 SashTop/Bot.Rail Mikron PVC 211116' 39118' 6• 2118' 1/18• WWW.CWS.CC
5 H-6048 Main Fr.,SH,w/Fin.,PVC Mnool PVC tI18'
6 H-M Sash Meet.Rail,PVC Mikron PVC • • • • •• • • CORNER WELD
• • • • • • • • • (ALL SIDES) 8200 PVC
7 H�1 Sash side Ran,PVC Mlkr«r PVCL E'-,• ••• • • • • .. HORZ SLIDER
FOXED RlQL-1838
8 H$049 Main Fr.,SH,w/Fig.,PVC Mikron PVC PVC FRAME FLANGE 8049 i a s i•• • •• ••• IMPACT
9 P� Screen Pull Tab Summit PVCRRAME AN-Ab48
10 P-3033 Screen Spring,SS Hud t
�r---23118' 5/18' 13/16• 9/16• `r
11 P-3113 Screw Support,PVC Team Plastic Rubber
12 P-3218 Screen Frame Alimetal RonFonn 4
7 0
13 P-3228 Screen Spntre,.155 Dia.,Bik. I>alta1518' t 518' 1 ,5118'
14 P-4754 Screen Frame Comer Key Affiliated Nylon • 1116• g p }
1116" 1116• 1/18• FOXED MEETING RAIL W Q m
5/8•
15 P-3342 Seam Sealer,SM-5504 Schnee Silicone SCREWED TOGETHER WITH XP
16 P-3352 Set.Blk.,85 Dur.,1/8'x 516'x2'Lg. FrenkLowe Rubber PVC SASH MTG.RAIL-8050 PVC SASH SIDE RAIL.6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 �TERg ME v Z
17 P-3429 Wstp.,0.270 x.187 back FinSeal,Gn Ultrafeb
18 P-3539 #8 x 314'Square TEK 2 Zinc Fastenal Steel4. N m Z w
19 P-4730 #8 x 1/2•Truss PH TEK 2 Zinc Fastened Steel 0 3116' w 0 Ir
20 P3752 Cap Plug,1/2'Hole M&M Nylon 7• t 15!18•Wille" S m
P 3783 or O L 1118' i a zg O U
21 . P-5250 Spring Lock,impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 X j p
22 P-4779 Roney,Tandem M&M Nylon I 6' I 15116•
Z
23 P-401 #8 x 11/4 Ph FH TEK,Will. Fastened Steel , 7/18' 1 114•
24 P4069 Keeper,impact,PVC trderiook 7�' 1!16" 3116'
25 P-4479 Weep Cow v4 Flap M&M Nylon 1— � �,aaaaa�SURE�igrT�O��
Ajax Steel PLAN VIEW-1989 HEAD IMPACT HOOK-1999 176' 1/18' ,�� p �tG E At$'6'•.10&
2a P 4638 #8 x 2112 Ph Truss SMS v '
27 P-4958 Rotary Lock Sulam Zinc S.B.R./S.S.R.-1498 ROLLER TRACK-1776
v� No 58201
28 P-4952 Keeper,Rotary Lock Sulam Zinc 0 3116-
29 P-4M Wstp.,0.420 x.1117 back FinSeal,Gn Uitrefab 1/4• �71WI x'Oq �@X
30 P4633 Barrel Fastener Faster�l Steel O a, '� j I � UZ
0)�,*TATE OF 410
31 S-1112 Reinforcement,Head Keymark Alum 8' 15J8' 7/8' 9/1G —(3) �i1���.,L�O�q 4�A �a�`
32 S-1498 Rein!.S.B.RJS.S.R, Keymark Alum 518
PVC GLAZEBEAD-8064 1116' ,,iiVONA V%`P`
34 S-1776 Ronw Track Keymark Alum L
1/16• GLAZE BEAD-1112 z�
35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACTCATCH-2000 1/2' t tla•� 318• 15116• 4/11/2015
36 S-2000 Panel Catch,Head,impact Keymark Alum
37 8-8005 Ards Lift Mikron PVC 3116" LUCAS A.TURNER,P.E.
38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC rt— t� 1118' ilia' FL PE#58201
11 PVC SCREEN CATCH-6013 PVC ANTI-UFT-6005 1239 JABARA AVE.
39 S 6014 Scm.Adapt.,PVC Mikrwr PVC T SCREW SUPPORT-3113 NORTH PORT,FL 34288
40 S-6063 Fixed Rail Corer Mikron PVC PH.941-380-1574
41 S-6064 G 11/8'
lazing Bead Mikron PVC SHEET DE :5116•
42 GLASS SEE SHEET 2 CARDINAL. GLASS BOM AND EXTRUSIONS
43 Pudect Glaze°H',SikaFiex 552 IFIenkel/Sikal Silicone 1116'
PVC SCREEN SUPPORT-6014 DRAWN BY. DATE:
ADE 10/10/13
DWG# -
LINE ITEMS NOT USED: CWS-871 B
33 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCA SHEET
1:2 3 OF 5
. . .•. . . • ...
.• •. • . . •. •• •
. . . . • • . . . .
. • ... . . . . ...
'�'.�"`1r-�..�„� 6sy(l(fUwo ow SYSTEM(To
(TYP.) � 1900 SW 44TH AVE.
I ' 4'MAX 8'MfiRO.C.to t•F� ••• • OCALA,FLORIDA 34474
SFFNOTE2 ENOTE2 WWW.CWS.CC
4'MAX(TYPJ •• 8200 PVC
INSTALLATION • • • • • 4 • •1 , ANCHOR(TYP.) • •• • • • 4 •• •� , , . . • . ; INSTALLATION HORZ SODER
�. • • • • • • • ANCHORcrYP.) IMPACT
MAX O.C. • • • • •(rYP.)
O(TYPx po
11 W Q m
N
v Z
O
1 I I N W a w
a
I < y
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(Fl- 13
m Q z
ttgttttttpt
irCi ;.�1GEhdg LQ�fi'r..
v: NO
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. Z
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 4/11/2015
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A TURNER,P.E.
BE PROTECTED TO PREVENT REACTION. FL PE#582011239 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 5. PH.941-380-1574
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DEANCHOR SCHEDULE AND
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1'FOR WOOD AND METAL. DATE:
ADE 10/10/13
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. o
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEt,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 B
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE SHEET
FMA/AAMA 10D(FIN WINDOWS),FMA/AAMA 2D0(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA(AAMANVDMA 30D(EXTERIOR DOORS)
120 4 OF 5
• . .•. . . . ...
.. .. • . . .. .• .
• • . . • • . . . .
• . ... . . . . ... rri (]
MIN.EMBEDMENT :,!,_ \`s�9U7►Y(K{!/
TYPICAL HEAD ANCHORAGE SEE TABLE 1 • S�1pRATE••• • • •••
MIMM
MIN.EDGE DIST. 114"MAX.SHIM jo: SEE TT'�IHiBH?I •• j Mit.ED�jE DI SUBSTRATE 1 �wTM
SEE TABLE 1 • • SEE TA%E 1 • BY OTHERS
SUBSTRATE BY OTHERS • • '
000 ••• •• • SEE TABLE 1 wWw.OCALFLORIDA 34474
114"MAX�IM W W W.CWS.CC
SEE TABLE 1
MIN.EMBEDMENT. MIN.EDGE DIST.
SEE TABLE 1 SEE TABLE 1
PERIMETER SEALANT •• • • • •• 8200 PVC
INSIDE AND OUT SEE TABLE 1TALLER �ANCHOR • • • • • • HORZ SLIDER
• ••• • •INSTALLATI
• • •• •
MIN.EMBEDMENT
SEALANT BEHIND •• • • ••• ••• ••• •• SEE TABLE 1 IMPACT
FLANGE BY INSTALLER 114"MAX SHIM
in a
PERIMETER SEALANT 1` a
PERIMETER SEALANT BY INSTALLER
BY INSTALLER INSIDEAND OUT
INSIDE AND OUT INSTALLATION ANCHOR p
QW
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 w a m
SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND
FIN BY INSTALLER v Z
g HORIZONTAL SECTION (—C, HORIZONTAL SECTION F Q
\,V TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE a p N
HEAD AND SILL SIMILAR FOR FIN INWZ W
w 9 1%
a
0
12 a U
114'MAX.SHIM Q � W
SEALANT BEHIND v 0
FLANGE BY INSTALLER
ma0
PERIMETER SEALANT H!t!l�tl
BY INSTALLER MIN.EMBEDMENT 4y4*p yTjRL��ttjtt
INSIDE AND OUT SEE TABLE 1 E R1'r4 tttti
v.•'�\ sF••P2
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST.
�A1
TABLEI
VERTICAL SEEr7O3 STATE OF .<V�
5 TYPICAL SILL ANCHORAGE
ytttsS,ONa'fc�f9��
TABLE 1:APPROVED INSTALLATION FASTENERS 41112015`
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MAIN.EMBEDMENT MAIN.EDGE DIST. LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"FTW TAPCON 1-1/r 1-1/8" FL #
PERIMETER SEALANT 1239 JABARA RA AVE.A
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116'ITW TAPCON 1' r BY INSTALLER NORTH PORT,FL 34288
FLAKE CONCRETE(2.85 KSI MIN.) 3116'ELOO ULTRACXON 1' 1' INSIDE AND OUT PH.941-380-1574
HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3116'ELCO ULTRACXON 1-1/4' 2-1/2' \,V BOX FRAME INSTALLATION SHEET DESCR PTI@I:
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116"[TW TAPCON 1-318' 7/8' HEAD AND SILL SIMILAR FOR BOX INSTALLATION
OR ELCO ULTRACON INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G--0.55) #10 WOOD SCREW 1-316' 71W FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN Y:
16 GAUGE(0.060')MIN.STEEL STUD #10-16 HLTI KWMC-FLEXOR FTW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE 7/16" ADE 10/10/13
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW TF tU 0REA MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED oW a
118'ALUM.(6063-TS MIN.)OR #10 GRADE 5SELF-TAPPING/ FULL THREADIDE -
FLANGE 118'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125 7/16' PRODUCT ANCHORAGES IN ACCORDANCE WITH REQUIREMENTS AS,FULL PERIMETER,BY INSTALLER. CWS-871 B
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-112' 1/2' SHOWN FOR FLANGE WINDOWS. SCALE.— SHEET
1:2 50F5
7/4/2015 Florida Building Code Ondine
a
a
r+ �PartMenl BCIS Home Log In User Registration Hot Topics Submit Surcharge ; Stats&Fads Publications F'BC Staff i SCIS Site Map Links i Search
Busines ��
Professi —al PER:Public
USER:Public User
Regulation
Product Approval Menu>Jtrodud or Aooli[ation Search>Application List>Application Detail
FL# FL1485o-R2
Application Type Revision "XX" CONFIGURATION
Code Version 2014 ONLY
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352) 368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Say Lathrop 0000
Address/Phone/Email 1900 SW 44th Ave. • • •0000• ••••••
Ocala,FL 34474 • • • 00
•
(352)368-6922 Ext 291
jlathrop@cws.cc •••••• •••••i ••••i•
•
Category Exterior Doors •••••• •• •• • •
Subcategory Swinging Exterior Door Assemblies •••• • •• •• •••
•••••• • • •••••
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed •••• •
Florida Professional Engineer ;••;•: • ••
Evaluation Report-Hardcopy Race[%? • ;•••;• ••••••
Florida Engineer or Architect Name who developed Lucas Turner •• • •••:•• • •
the Evaluation Report •• •
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL14850 R2 COI EvalReD CWS-6418(FD-8750.IMP).odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A-440 2005
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-05 2005
PA TAS/201/202/203 1994
Equivalence of Product Standards
tdfpsJ/floridabuilding.org/pr/ appdtl.aspx?Iwam=wGEVXQwtDquH1FzfePouW7oGhYGF3pWkIAQ%21%2fSOvrM14XRGwKNsNoA°kid%3d 1!2
7/4/2015 Florida Building Code Online
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/20/2015
Date Validated 04/23/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/23/2015
Su ma of Products
FL# Model,Number or Name Description
14850.1 FD-8750,Impact. FD-8750 French Door,SD-8700 Swing Door,SLT-8710
Sldelite,Impact.
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes FL14850 R2 II CWS-6418(FD-8750. IMP).Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +70/-70 Evaluation Reports
Other:Large Missile French Door w/Sidelights,Max. French FL14850 R2 AE DuPont PVB NOA 13-0129 27.Ddf
Door 6'x 8',Max.Single Door 3'x 8',Max.Sidelight 3'x 8', FL14850 R2 AE DuPont SGP NOA 11-0624 02.Ddf
DP+/-70 psf.Glass complies to ASTM E1300-04. FL14850 R2 AE EvalReD CWS-6416(FD-8750.IMP),pdf
FL 14850 R2 AE Ouanex(Mikron)NOA 12-1017 0 .Ddf
Created by Independent Third Party:Yes
0 r,f.c
Contact Us::1940 North Monroe Street.Tallahassee Fl.32399 Phone:850487-1624
The State of Florida is an AA/EEO employer.Cooyrieht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
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URNER1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING,INC. FBPE C.O.A. #29779
Evaluation Report 641B
April 18,2015
Product Description: Series SD-8700,FD-8750,SLT-8710 PVC Swinging Door,LM Impact,3'x8'
nominal panel size max.
Manufacturer: Custom Window Systems,Inc. 1900 SW 44"Ave,Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5''
Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-641B,signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3761-1,-IA,4B,4C,-2,and-2A from National Certified Testing
Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E.
a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440-
2005,and ASTM E 1886/1996 2002/2005
4) Supplemental Calculations to support CWS-641B,signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-641 B.
Limitations of Use: This product:
• May be used in up to 79"x 97"XX sizes,40"x 97"X sizes,and 36 3/16"x 97;'Sicplite silk,.. • ......
with glass types and max.glass daylight sizes as shown in CWS-641B •..• ; .'
• Achieves design pressures of+/-70 p.s.f. '
...... .. . ......
• Is Large Missile Impact Resistant and does not require the use of shutters •••••• ;• �;
• May be used in the High Velocity Hurricane Zone •••• •• ' '
• Anchors indicated in CWS-641B shall be pan or hex head type and shall have ahead or waslier` "�"•
(integrated or separate)diameter of 0.420"min.
.. .. . ......
• Requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A.#11-0624.021...... .
• Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.27 ' . . ....:.
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A.;12 j0j7.024
t I have evaluated the interlayer and framing materials in these Dupont and Quanex NDAI and fAAd; '
that they comply with the requirements of the 5s`Ed.(2014)Florida Building Code for use in this" '
product.
Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest
in any other entity involved in the testing or approval process of this product.
t�� pRE{ qty
ms`s� P•....... ,.r 4,
`'• No 5=1 4/18/2015
•
: Lucas A.Turner,P.E.
'Sti�, STATE OF �'40,
' FL PE#58201
• • ••• • • • • •••
GENERAL NOTES: /] �}7�y�
SWING DOOR & SIDELITE - LARGE MISSILE IMPACT ••; 1.TME1#tO.yCTSHOW*HEFBFINISDESIGNEDANDMANUFACTURED �UU
• • • womwmTemsm
•TO PL WITH THE•FL O1BUILDING CODE(FBC),CURRENT
• ,. E�IN Q DING IgE H SSLOCITY HURRICANE ZONE(HVHZ)AND 19W SW 44TH AVE.
I WIN Ily ILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
79'MAX FRENCH DOOR WIDTH 3/16•MAX IN ASTM E 1996 PER THE FBC. W W W.CWS.CC
3 ELITE WIDTH37 51W 2.GLAZING OPTIONS:(SEE SHEET 4)
PANEL WIDTH P N •yvy e• • • • °• 000 •• 8700/10/50 PVC
26518" 22 518' JE
°• i•i w�D�I�g��jCH DOOR(S),FRENCH DOOR(SOS)SWING SWING DOOR
GLASS DLO GLASS • • •
° ° °wl�IDgl.I'It �SIQELITE NO=ATTACHED. IMPACT
° -f LOCk OPfIO�S:°°• ••
UP TO 6'8": r
97' A.DOUBLE BORE w/TWO(2)INTERIOR FLUSH BOLTS.
MAX HANDLE SET @ 36'UNIT B.MORTISE LOCK w/TWO(2)INTERIOR FLUSH BOLTS.
EIGHT E HEIGHT HANDLE SET @ 34" Y w ..C.MULTIPOINT(4 PT.)C C D 9a 5W HANDLE SET @ 34' wamMAX X X FLUSH BOLT ON MAX, ABOVE M.PANEL INACTIVE PANEL PANEL A MULTIPOINT(5 PT.) v v Z
HEIGHT HEIGHT HANDLE SET 34" O
g a o (A
84 3/16• 11 rte- 5.DESIGN PRESSURE RATING: IZ Z >
GLASS -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND w IX O w
SEE GLASS TABLES ASTM E-1300-04. 4. a
Ir
DLO E
DLO NOTE 4 1 DL -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER o g
INFILTRATION TEST PRESSURE AND GLASS TABLES U
40' SINGLE ASTM E-1300-04. o w
A DOOR JIDTH C > > aD 6.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED
37 518• 12 IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 11-12 FOR ANCHOR m Q Z DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
FRENCH DOOR SIDELITE
�rig• ANCHOR CALCULATIONS. %�t��btKMq�I�I
GLASS DLO A 7.PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE ♦���, PD '
may" 4GE�S�'G'P 4.
8117' NOTE: NOT REQUIRED. '�wJG�%v F •�'b��'.
HINGE SPACINGS ARE 8-1/2" :v� No 58201 .•9
9r j FROM ENDS AND 20'MAX O.C. 6.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS
MAX20' FOR 81'TO 97'UNIT HEIGHT. ARE PROCESSED AND ASSEMBLED VIA TIE ROD.UNIT
HEIGHT 9.SERIES/MODEL DESIGNATION SD-8700,FD-8750,SLT-8710. ��p,, $TATE OF 'tukt'
9 6" 1 10.XTHE= D ESIGNATIION X ANO D 0 ST SAS OR AND THE FOLLOWING: y� /p... ,
MAX
loollat
PANEL I B 11.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR xx
HEIGHT LOCATION.
4/18/2016
8418' 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO LUCAS A.TURNER,P.E.
SEE SEVERE WEATHER. FL PE#58201
LO NOTE 41239 JABARA AVE.
13.QUALIFIED ALTERNATIVE T/DEADBOLT HARDWARE IS NORTH PORT,FL 34288
81 GRADE 2 BY PAMEX AND DELANY.ELANY. PH,941-380-1574
A 14.MAX.PANEL WIDTHS APPLY TO ALL CONFIGURATIONS,MULLED OR DEScamnON:
TABLE OF CONTENTS
NON-MULLED UNITS. GENERAL NOTES AND
SINGLE DOOR
ELEVATIONS
GLAZING NOTES BELEVATI...*** .....1-3 TYPE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING w"BY., DATE
GLAZING DETAILS....................................4
SECTION VIEWS....................................5-7ADE 09/08/11
BOM............................................................s SINGLE 37-5/8"x 95-3/16"
ANCHOR SCHEDULE 8 NOTES..............10 c
EXTRUSIONS.............................................9 FRENCH +/-70 PSF LARGE MISSILE IMPACT CWS-sal B
INSTALLATION DETAILS....................11-12SIDELITE 33-5/8"x 94-5/8" SHEET
1:35 1 OF 12
• . ••• ... .•. . ••
•. •• . .. ••
• • . .
. • . . . .
••• •
• . ... . . . • •..
151 318'MAX UNIT WIDTH • 60: • • • ••
16"MAX 79' • • • • •• •• •
SWINDMsysnm
IDE WIDTH MAX FRENCH DOOR WIDTH • • • • • • • • ••
• • • • • • • • 19W SW 44TH AVE.
• • •• •• ••• •••• •••• • • OCALA,FLORIDA 34474
• •
33 518' 37 5/8"MAX W W W.CWS.CC
PANEL WIDTH PANEL WIDTH
•• • •• .•. .. 8700/10/50 PVC
• • • • • • • • • SWING DOOR
0/r • •••• • • • • •• ••
MAX. • • • • •• •
UNIT • . • . . • • IMPACT
HEIGHT 0.0
94 5fir 95 • • • • • ••• ••
DELCfE O X X O PANEL G a s
HEIGHT HEIGHT O
H
83 518' ONL 843/16- W Q m
SIDELITE SEE INACTIVE DOOR
DLO NOTE PANEL GLASS O
SHT 1 DLO
a o N
tr
�i aQi Z W
O
22518' 26518' a a
GLASS DLO GLASS DLO r
FRENCH DOOR w/SIDELITES Q
m ¢ z
ill
«uinuryi
1153116'MAX UNIT WIDTH 76 3/16MAX UNIT WIDTH go�%%% ?REtV �N�
' eg.••"••
363116 79' ���GP:v1GENS'E'.•.•Q�►►i
SIDELITE TH MAX FRENCH DOOR WIDTH 36 3/16'MAX 40'MAX SINGLE v: No 5$201 Z�p
SIDELITE WIDTH DOOR WIDTH
33 518'MAX 7518 MAX 37 518'
DORPANEL WIDTH WIDTH
*rlD% DOOR TH t I
%�' •a
MAX gr ol
i9 8TATE OF .kt+'
UNIT ►i�'! E'Z s��
MAX10 �fff/itiiiili
HEIGHT UNIT
HEIGHT
94 5/8' 94 518• ol 95 3/16' 4/1812015
SIDELITE O X X 95 3116' SI ITE PANEL LUCAS A.TURNER,P.E.
HEIGHT PANEL HEIGHT X HEIGHT FL PE#58201
HEIGHT 1239 JABARA AVE.
83 5V B�oL NORTH PORT,FL 34288
SIDELITE O 84 3116• 83 518' 84 3H6" PH.941-380-1574
G SEE INACTIVE DOOR SI TE SEE DOOR SHEET DESCRIPTIO:
DL NOTE 4 PnNFl OL DLO SHT 14 DL GENERAL NOTES AND
SHT 1
ELEVATIONS
DmwN Y:
22 518' 26 518" 22 6V265/8' ADE 09108/11
GLASS DLO GLASS DLO GLASS DLO GLASS DLO
G f: REV.:
FRENCH DOOR w/SIDLITE SINGLE DOOR w/SIDELITE CWS-641 B
SHEET
1.35 2 OF 12
. • ... • . . ...
•. .. . . • •. •• .
. . . • . . . • • •
. . ••• • • . . ..•
40"MAX SINGLE 79"MAX.FRENCH DOOR WIDiH • • 36 31W MAX
R WIDTH • • • • OSIDELMTE WID" •
YVU4DOW SYSTEMS
37 MAX 37 SW MAX i i •• • •33 W R4AX • •• 19W SW 44TH AVE.
PANEL DTH PANEL WIDTH 000 • • • PANLL WIDTH • • •
•
*90 ••• •• • OCALA FLORIDA 34474
26 518" 26 518' 22 518" W W W.CWS.CC
GLASS DLO GLASS DLO GLASS DLO
�- 81� NOTE: • •• • 8700/10/50 PVC•
HINGE SPACINGS
81' FL H ARE 8 1/2"FROM 81"MAX FLUSH i•i i :81• i i• • SWING DOOR
MAX BOLT ENDS AND 21-5116" BOLT • • • • •
UNIT 21 � MAX O.C.UP TO UNIT • • • • •U • • IMPACT
HEIGHT 81'UNIT HEIGHT. HEIGHT • • • H61G •• •
79 3116" 78 51W
PANEL rNO
PANEL PA
HEIGHT HEIGHT X X HEIGHT O a s
68 3116" E 683116' SEE GLASS P O
GIJ SS
DLLOLu
E 4 DLC NOTE 4 DLO w a m
1 SHT1
m
8112" a
0
v o N
SINGLE DOOR FREN DOOR SIDELITE j
w w O
a a
o
m 4 Z
161318"MAX UNIT WIDTH ,,�aiNtNuryrrr
112318"MAX UNIT WIDTH +�y�i4C1i2�yytiL�i�i
383116"MAX 79"MAX FRENCH DOOR WIDTH 36 MAX 40'MAX SINGLE QN�pP�ytGENSF.;Qy�i�
SIDELRE WIDTH SIDEL IDTH DOOR WIDTH v' No 58204 :�1�r
33 518"MAX 37 5B'MAX 33 518'MAX. ►37 518'MAX k
PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH Mai
STATE Of�g:,44
BOLT BMAX UNITBOLT ,,,i��Ss'�O p t
MAX81"
NIT
MA
HEIGHT 79 3118" DOOR
PANEL
HE GHT 79 311 rrrrr+0iiitAn�trii�
78 518" DOOR 78 518" PANEL
SIDELITE O X X O HEIGHT SIDELITE O O HEIGHT
HEIGHT HEIGHT
87 518" 68 3116" 68 3116' LUCAS A.TURNER,P.E.
SIDELITE DOOR 67 518" FL PE#58201
' ll
GLASS SEE GLASS SIDELITE DSR 1239 JABARA AVE.
DLO LNOTE 4 DLO GLASS DLO
NORTH PORT,FL 34288
HT 1 DLO PH.941-380-1574
SHM DESCMPTION:
22 518" 26 5W-1 GENERAL NOTES AND
GLASS DLO GLASS DLO GLASS DLO GLASS DLO ELEVATIONS
DMWN Y: DATE:
FRENCH DOOR w/SIDELITES SINGLE DOOR wISIDELITES ADE 09108/11
DWG# REV_
CWS-641 B
SHEET
1.35 3 OF 12
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . ...
... . . . .. GLASS TYPES
• • • • • •• T�� V emw SYSTom
i i •• • •• i AffiGl d
SINGLE FRENCH 1900 SW 44TH AVE.
I'OVERAGE •1"• RALE i•• •i 8• AV
A A OCALA,FLORIDA 34474
9 B B B WWW.CWS.CC
3/16"TEMPERED 3/16"TEMPERED
5/16"AIRSPACE WW ArSYACE• .• ••• •• 8700/10150 Pvc
1/2'LAMINATED •Z/16'WrynMr�i : : :. '. SWING DOOR
3/16ANNEALED 3/!6"ANNEAW-D•ASS . Il"ACf
193 DUPONT PVB INTERLAYER QBQ SENTRY GLTONOPLAST INTERLAYER
3/16'ANNEALED 3/16•ANNEALED e� vii
I1 SIKH-SIKAFLEX 552 oR 11 SIKH-SHCAFLEX 552 oR w
s HENKEL-PURFECT GLAZE•H" HENKEL-PURFECT GLAZE"H" m
3/4'GLASS BITE 314'GLASS BITELtd v o N
T3 3 ate! O 04
10 10 p y
-LL H
U
Q Q
Q
m <I1 1
\N�fNpflJ!
-4.* No 58201 'P
4/18/2015
z
:�O i STATE 41✓ ��
z�
LUCAS A.TURNER.P.E.
FL PE @ 58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
DESCRB+11oN:
GLAZING DETAILS
GLASS TYPE A GLASS TYPE B DRAWN BY. DATE
ADE 09/08/11
Dwc s: -
CWS-641 B
state: SHEET
1:1 4 OF 12
• . • •..•• • . ...
.. •• . .• .. .
• . . • . • • . . .
• . •.. . . . • ••.
INTE�101� • • • •• •• • wryer SYST
68 7 4 46 • • • • • • • 1 7 1900 SW 44TH AVE.
• • • • • • • • OCALA,FLORIDA 34474
• •
:09 ••• 0:0 • www.CWS.CC
1
.. . . •. ••. •• 8700/10/50 PVC
so* " ':9 00 SWING DOOR
401
:'. : 0 IMPACT
63
19
5 �
1
1 gO j:
_ w ¢ to
U C.) o
58 41 0 1 4 18 4 8 m
W
a a
a
z
a a �
SECTION VIEW B-B
m ¢ z
INTERIOR J�����ptiE�tG,Qri
v NO 58201
3 ALTERNATE 1 . STATE OF
ALTERNATE 2
a
0 A
4118/2015
5 MORTISE LOCK w/FLUSH BOLT MULTIPOINT LOCK LUCAS A TURNER P.E.
FL PE#58201
1239 JABARA AVE.
0 93 NORTH PORT,FL 34288
PH.941-380-1574
14
SHEET DESCRIPTION:
69
SECTION VIEWS
6 SINGLE DOOR
ITEMS NOT SHOWN FOR CLARITY: DRAWNBY: DA
1
10-12,13,15-17,22,43,48,54,57-58 ADE 09/08/11
ITEMS NOT USED IN VERSION SHOWN: DWG#: REV.:
SECTION VIEW A-A 2-3,8-9.15-16,25-28,30-34,3640,43,52-53.60,62,6&W,72,76 CWS-641 B
SCALE SHEET
1:2 5 OF 12
•• .. . . • .. •• .
. • • . . . • • • •
. • ... • . • . ..• ,/'/ry�J�/I�t/f_,\.\�J(j
00
• • ' • • •• •• • vnoowr STSTETtS
• • • • • ffl
• • • 1900 SW 44TH AVE.
• • • • • • • • • OCAI.A,FLORIDA 34474
• • ••• ••• ••• • WWW.CWS.CC
INTERIQR •• • • • •• ••• •• 8700/10/50 PVC,
• • • • SWING DOOR
• 0 00: • •• • IMPACT
7 61 3 6 1 14 14 ••� i •• i i i•• 1 68 7
LT
X w
wam
o v Z
a o (q
o
w w Q ul
0:
a a I=
a
a
o:Q<Q y
5 0
18 4 4 1 30 1 66 13 4 2 3 1 4 1 18 19 4 6 m Q Z
s,;N>Guur�i
,�p� �i ng l�i�i
SECTION VIEW C-C ,,��GQg.�tc
-4.* No 5ffi201 ,fid
Z�9p l STATE OF :<V`
.`,ems.
4/18/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET SCRWgMN:
SECTION VIEWS
FRENCH DOOR
NOTE:VERTICAL SECTION SIMILAR ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DA
TO SINGLE DOOR,SEE SHEET 5 10-13,15-17,22,26-28,36-39,43.54,57 ADE 09/08/11
DWG 4.
ITEMS NOT USED IN VERSION SHOWN: CWS 641 B
8-9,15-16,25,40,42.45-46,48,52-53,58,60,74,76
SHEET
1:2.5 6 OF 12
• •.. • • . ...
% • . % .. •
• ••s • • • e• l'�/�f(iA1Jty
• • • •• •• • vvINwwmTmffl
• • • • • • 1900 SW 44TH AVE.
• • s • • • • • • OCALA,FLORIDA 34474
• • ••• ••• ••• • WWW.CWS.CC
•• • • • •s
:00 •• 8700/10/50 PVC
'. :. : :. '. SWING DOOR
'O : :•• : IMPACT
.. . . . . • ... ..
w Q m
19 4 4 3 4 to
U U Z
0
SECTION VIEW E-E a o to
tu z O
a a
0 0 �
SEALANT APPLIED TO a y
3 ADJOINING FACES a w
a 8 1 BYINSTALLER
m Q Z
INTERIOR a agauuprr y
10 HEX
aaaa as OREby r ii
HEAD
TEK
JOINING DOOREFRAME TO SIDEUTE. Ai C.),
6"FROM TOP AND BOTTOM :v: No 58241
17'MAX O.C.
411812015
5 5 LUCAS A.TURNER,P.E.
SEALANT APPLIED TO #10-24 x 1-314'TYPE F FL PE#58201
ADJOINING FACES THRU HINGE INTO SIDELITE AT EACH HINGE. 1239 JABARA AVE.
BY INSTALLER SEE SHEETS 1 8 3 FOR HINGE SPACING. NORTH PORT,FL 34288
PH.941-380-1574
SHEEP SMtPTM:
SECTION
9 ATTACHED SIDE TE
ITEMS NOT SHOWN FOR CLARITY: MAWN BY.
10-11,16,22,28,43,57
SECTION VIEW D-D ADE 09!08/11
ITEMS NOT USED IN VERSION SHOWN: bWGs:
1-3,6-15,17-18,2D-21,23-24,26-27,30-39,41,44-46,48-5Z 5456,58-61,63-71,74-76 CWS-641 B
SHEET
1:2 7 OF 12
• • ••• • • • •••
PARTS UST PARTS LIST
ITEM PART# DESCRIPTION MATERIAL VENDOR ITEM PART# DESCRIPTION MATERIAL VENDOR Q§ftNM
1 H-1833 MAIN FRAME,HEAD ALUM KEYMARK 51 P5131 GASKET I.L OAM HO PRODUCTS YYINIDD\W SYST�
2 H-1857 ASTRAGAL,INACTIVE,FD,PVC ALUM KEYMARK 52 P5134 SCREW,#104C 141/4"FIAT TY F @oH • FASTENAL
3 H-1858 ASTRAGAL,ACTIVE,FD,PVC ALUM KEYMARK 53 P-6151 GASKET,S L OAM HO PRODUCTS 19W SW 44TH AVE.
4 H-1860 REINFORCEMENT,VERT. ALUM KEYMARK 54 P5157 SCREW#10-2490 1/2",fl Urxlerci ww F0 KS R FASTENAL �FLORIDA 34474
W W W.CWS.CC
5 H-1861 REINFORCEMENT,HOR¢. ALUM KEYMARK 55 P5158 BOTTOM SEAL RUBBER TEAM
6 H-1878 MANN FRAME,SILL ALUM I KEYMARK 56 P5172 WSTP..370 X.187,TRI FW,BLACK ULTRAFAB
7 H-1880 IMAINFRAME,JAMB ALUM KEYMARK 57 1 P5174 ISCREW#8 X3/4' W S R FASTENAL 8700/10/50 PVC
8 H-1881 MAINFRAME,SIDELITE @ DOOR ALUM KEYMARK 58 P51� SCREW#8 32 x�1/ P ,FI•M, Z yN • SS FASTENAL SWING DOOR
9 H-1900 MAINFRAME,SIDELITE @ JAMB,HEAD,SILL ALUM KEYMARK 59 S-1783 THRESHOLD,HIG • ALUM KEYMARK
10 P3039 SETTLING BLOCK,1/8X1 X2 FRANKLOWE 60 S-1784 INSERT,REINFOR • 0 0 * 0 0 ALUM KEYMARK IMPACT
11 SIAKFLEX 552 or PURFECT GLAZE'H" SIKA-HENKEL 61 S-1806 COVER_JAM_l3,_AWH_0i@ 0 • • a 000 •• ALUM KEYMARK
12 P35W SCREW#8 X 1/Y PH TRUSS SS @ ASTRAGAL CAP FASTENAL 62 S-1816 COVER JAMBS,HEAD,SLI.,SIDELITE ALUM KEYMARK ,o
13 P3511 SCREW#8 x 518"SQ.PAN TEK @ TIEROD BRKT FASTENAL 63 S-1817 DRIP CAP ALUM KEYMARK
14 P3587 SCREW#8 X 1",PH FLAT TEK @ ASTRAGAL,INSERTLOCK FASTENAL 64 S-1840 COVER HEAD,ANCHOR ALUM KEYMARK Q
15 P3767 SCREW,#10 X 1'HEX HEAD,TEK @ SDELITE FASTENAL 65 S-1849 INSERT,INACTIVE PNL,LOCK HARDWARE KEYMARK
16 P-4146 SCREW#8 X314 PHI„FLAT SS TEK @ SIDELITE SHIM FASTENAL 66 1 S-1859 ICOVER ASTRAGAL,FD ALUM KEYMARK w
17 0-4278 FUZZY PAD,.200"x 1.250"W/ADHESIVE ULTRAFAB 67 S-1864 INSERT,FRONT,BTM ATTACH SILL ALUM KEYMARK w Q In
18 P-4522 #10 x 11/4%PH FLAT,SMS-HINGE @ PANEL FASTENAL 68 S4865 INSERT,BACK,BTM ATTACH SILL ALUM KEYMARK
19 P-4774 WSTP,BULBAEAFS,PANEL AMESBURY 69 S-1915 BASE,SWEEP ALUM KEYMARK
20 P<4780 FLUSH BOLT,ASSM,TOPBIMSULWAN 70 S4916 DRIP COVER SWEEP ALUM KEYMARK �o y
21 P-4794 SCREW#8 x 518"SQ.FLAT TEK @ INSERT ATTACH FASTENAL 71 S5083 PANEL TOP/BTM RAN SIDES-DOOR PVC MICRON R Z >
22 P4802 ALL THREADED ROD(TE ROD) MCMASTER 72 S-6= PANEL,TOPBTM RAIL,SIDES-SIDELITE PVC MICRON w w
23 P4807 HINGE,GUIDE HOPPE 73 S-M GLAZING BEAD(1') PVC MIKRON a a
24 P4808p4m HINGE,SET HOPPE 74 H-1888 IREINFORCEMENT,VERT.,SINGLE DOOR ALUM KEYMARK
25 P-4814 WSTP,.50X750 FOLDED BULB SEAL,@ SIDELRE AMESBURY 75 GLASS SEE SHEET
26 P4863 LOCK STRIKE PLATE PADDOCK 76 H-1862 REINFORCEMENT,VERT. ALUM KEYMARK
27 P-4864 RHINO STRIKE PLATE PADDOCK 77 P-4887 IMORTISE LOCK PADDOCK m Q Z
28 P-4866 GUIDE,TIE ROD NYLON M&M
29 P-4871 ITE ROD BRACKET ZINC SULLIVAN
30 P4885 SHOOT BOLT.TOP PADDOCK
J��,1„ a,
31 P-4886 HOOT
32 P-4851SOC3KBAR,LINACTIVE,8 FT PADDOCK ,�GPS
32 P4884 LOCKBAR MULTI-POINT,SPT,8 FT PADDOCK
•v. NO 5$201 -0%
32 P-4901 LOCKBAR MULTI-POINT,4PT,6'8 FT PADDOCK #t
32 P-49M LOC2KBAR INACTIVE,6'8 FT PADDOCK # 1 T
33 P-4903 HANDLE SET,ACTIVE PADDOCK "i C9
i9: STATE
34 P-4905 HANDLE SET,INACTIVE PADDOCK r�s��ti:,< Cs?%f♦a���
35 P-4913 WSTP_50X50 FOLDED BULB SEAL,
36 P-4917 CAP,ASTRAGAL,OUTSIDE @DOOR SCHEL
NYLON M&M
37 P4918 GUIDE,FLUSH BOLT,INACTIVE PNL M&M 0
��
38 P-4922 COVER NITERNOR FLUSH BOLT NYLON M&M off -
39 P-4925 CAP,ASTRAGAL,INSIDE NYLON M&M HEAD SILL 4/18/2015
40 P-4926 SHIM,SIDELITE,DOOR SHIPPING BLOCK NYLON M&M LUCAS A.TURNER,P.E.
41 P-4927 GUIDE,FLUSH BOLT NYLON M&M ALL FRAMES ARE MECHANICALLY FASTENED FL PE#58201
42 P-4930 SCREW,#10 X 1-1/4"HEX HEAD TEK @ SIDELITE ATTACH FASTENAL 1239 JABARA AVE.
43 P-4933 NUT,3/8'-16 FLANGED W/SERRATED LIP,SS,@ PANEL McMASTER NORTH PORT,FL 34288
44 P-4934 SCREW,#12-24 X 1/2',PH FLAT,MS,@ HINGE FASTENAL PH.941-380-1574
45 P-4936 DOOR KNOB,ACTIVE PANEL ' DELANY SHM DESCRIPTION:
46 P-4937 DEADBOLT,ACTIVE PANEL DELANY
47 P-4969 SCREW,#10 X2"REINF.ATTACH. FASTENAL BOM
48 P-4997 I STRIKE,DEADBOLT PADDOCK DRAVIN BY: DATE:
49 P5127 SCREW,#12 X2",PH PAN,SMS,ANCHOR FASTENAL ADE DE/08/11
50 P5130 GASKET,DOOR SIL,FRONT FOAM HO PRODUCTS
G# ..
ALTERNATE APPROVED LOCKSETS: CWS-641 B
PAMEX GRADE 2 LOCKSET AND DEADBOLT SHEET
1:1 8 OF 12
. ... . . .••
% •• % ..
. . . • • • • . . •
. . .•. . • • • •••
�4 9716"� 13/4"— 2 34" • 090 • 2 7/1 0
1 •2 •
GDOWUMMM
• • • r 1900 SW 44TH AVE.
17/16" 1 • • 1 •• •• 1/16• g/16• OCALA,FLORIDA 34474
1/16" 1— W W W.CWS.CC
1(16'
THRESHOLD-1783 HEAD COVER-1840
DOOR HEAD-1833 45/16" •• • • • •• ••• •• 87�I.)O/��`.
sire • ••• • • •• SWING DOOR
1116• • • • • • •• • • 5/8•
49/16• ••• ;/���::�• IMPACT
1 "
X16" �--- .-
1 1/16' 1116" v v
IL 1�6• REINFORCEMENT-1857 FRAME COVER-1808 FILLER-1784
r Y pW
DOOR SILL-1878 25/8' 2 3/8"--�{ w ¢ m
PVC DOOR PANEL-8083
11/16" 3 v o Z
�+ 4 9/16• F. 1 1/Y 3 3/4' 1/16' � y
PVC GLAZING BEAD-6084
n 7 ❑ SIDELITE COVER-1816
I lU� 5 4 X16• a n a
19 I$" S U
1/18' 215116" 1/18' 1/16' Q
1 15/16•
DOOR JAMB-18800 Z
L
314" *1116'
89 DRIP CAP-1817p�RE
4 9/16' REINFORCEMENT-1861 REINFORCEMENT-1858 BASE SWEEP-1915
r- 11!2" No 56201 % s
g I 3(4'L t i 1r
2112' a 4 1 9/16'+j 0 p0'4" STAT@ OP•�a<V�
1/18' 215116• 215/16• 6 1 118• 13/118' 1/16• �'�•ryss�`OONAL�1i4'�
1/16' 1/16• DRIP COVER-1916
SIDELITE-1881 INSERT,BACK-1865 Z7—
4/1812015
LUCAS A.TURNER,P.E.
REINFORCEMENT-1860 FL PE#58201
4 9l16" REINFORCEMENT-1862 1239 JABARA AVE.
NORTH PORT,FL 34288
9 3• 9116 PH.941-380-1574
21/16• � -L rI—� 1 3/4'--�{ s+�Er nEscwalvau:
1/16" � I 11/1'8_ 8 t16' EXTRUSIONS
2• 1M6' 11/8•
1/8• INSERT,FRONT-1864 RA BY: DATE:
SIDELITE-1900 ADE 09/08/11
INSERT,INACTIVE PNL-1849 DWD#: REV.:
ASTRAGAL COVER-1859 CWS-841 B
SHEET
NOTE:ALL EXTRUSIONS ARE 6083-T6 ALUMINUM 1.2 9 OF 12
.• .. . . . .• •. .
. • . . • . . • . •
. • ••. . . . . ..•
.. a ..
. . . . . • •. WINmOWSY im
0 00
ANCHOR IDSPAN(TYP-)- 4"�P•) • • • • • • •
1900 SW 44TH AVE.
6"MAX,(TYP,) 4" ) ANCHOR @ MIDSPAN(TYP.) •• •Q• 000 •o• 00* • OCALA,FLORIDA 34474
6"MAX.(TYP.) 6"MAX(fYP.j 4"(TYP) WWW.CWS.CC
2"(TYP.) D/METAL 6-MAX OW.) 4"(TYP f r (TYP.)'W000lMETAL
8700/10/50 PVC
SEE NOTE 2 • • •11 SEE NOTE 2
• . SWING DOOR
•
• . • IMPACT
O.C.
J • . • ...
1r MAX V
MAXMA
(TYP.) INSTALLATION O.C.(TYP) INSTALLATION `t a
O O ANCHOR(TYP.) Q x X O ANCHOR(TYP.) o
y }
W Q to
N
ju
Ir
w w O
W
CL a
SIDEUTE DOOR SIDELITE SIDEUTE DOOR DOOR SIDEUTE
6 Q y
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE)
p
m Q Z
•CIRCLED ANCHOR LOCATIONS REQ")ONLY IN WOOD AND METAL INSTALLATIONS.DO NOT INSTALL THESE ANCHORS INTO MASONRY. ,foµDRE11%,�i,,i
���C�Q`?••�-�G NSF��Q,y����
v J No
NOTES: "-o" ;
A STATE OF .AVZ
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. ......
p 'D
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO B71/4*. E SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS
SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 11. 4118/2015
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD LUCAS A.TURNER,P.E.
MUST BE PROTECTED TO PREVENT REACTION. FL PE#58201
1239 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE NORTH PORT,FL 34288
MINIMUM SPECIFIED IN TABLE 1,SHEET 11. PH.941-380-1574
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FORCONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET OESCRIPTM:ANCHOR SCHEDULE AND
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:4"FOR MASONRY,2-3/16"FOR HINGES(ALL SUBSTRATES),1"FOR WOOD AND METAL. 1510AWN BY. DATE:
ADE 09/08/11
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG#-. REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-841 B
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMNWDMA 250(BOX WINDOWS),FMA/AAMAAVDMA 300(EXTERIOR DOORS) 1:8 10 OF 12
. . .•• • . • .•.
.. .• • • . .. •. .
. . • • . . • . . •
. . .•. . • . . .••
TYPICAL HEAD ANCHORAGE
YY� MIN.EDGE DIST. •1 • • 114'MAX.SHIM
SEE TABLE 1 • • • • • • • MIN.EMBEDMENT VWNDo§wftmnfflmffl
SEE TABLE 1 1900 SW 44TH AYE.
CONTINOUS D LG1/4•B.•DS • •• 0:0 • OCALA,FLORIDA 34474
AROUND PERIR RT ALL INaC�
SUBSTRATE BY OTHERS POINTS BETWEEN FRAME AND SUBSTRATE VYVJW.CWS.CC
SEE TABLE 1 MIN.EMBEDMENT
SEE TABLE 1 BY INSTALLER. MIN.EDGE DIST.
•• • • • •• •• SEE TABLE 1 8700/10150 PVC
ICI tpR' SWING DOOR
PERIMETER SEALANT -� SEE TO BW 1• • • • • IMPACT
BY INSTALLER 1/4'MAX.SHIM •• • • • • • •
INSIDE AND OUT
INTERIOR a r
CONTINOUS DBL 1/4"BEADS OF SEALANTHINGE ANCHOR
INSTALLATION ANCHOR
AROUND PERIMETER AT ALL INDICATED SEE TABLE 1 SEE TABLE 1 Y w� p y
POINTS BETWEEN FRAME AND SUBSTRATE w ¢ m
BY INSTALLER. HINGE MIN.EDGE DIST. v v Z
SEE TABLE 1 LL
--� m O LL
a_ o (p
PERIMETER SEALANT BY INSTALLER g' `�' Z W
HINGE MIN.EMBEDMENT
INSIDE AND OUT w w
PERIMETER SEALANT SEE TABLE 1 a a
BY INSTALLER SUBSTRATE BY OTHERS o 0
INSIDE AND OUT SEE TABLE 1 12
✓ u , ir
HORIZONTAL SECTION a a y
11 TYPICAL JAMB/HINGE ANCHORAGE 9 O
MIN.EMBEDMENTm a O
SUBSTRATE BY OTHERS SEE TABLE 1 Z
41
SEE TABLE 1 04 REW
MIN.EDGE DIST. 213118" 81/2"(TYP.) v' No 58201
A VERTICAL SECTION SEE TABLE 1 ANCHORS THRU
11 TYPICAL SILL ANCHORAGE HINGE(TYP.) Si:
r91, STATE t!F ,ski,
'
SUBSTRATE TYPE TABLE 1:APPROVED
INS ALLATION FASTENERS TYPE MIN EMBEDMENT MIN EDGE DIST. �'�,•O���t ONA1� �i���
tttfNffflu
CONCRETE(285 KSI MIN.) 1/4"ELCO ULTRACON 1-314" 2-112"
HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 1!4'ELCO ULTRACON 1-1/4" 2-11Z
215116'
EE MAK 1
2X MIN.SOUTHERN PINE(G=0.55) V4"ELCO ULTRACON 1-3/8' 718' SENOT
2X MIN.SOUTHERN PINE(G=0.55) #12 WOOD SCREW 1-318" 718' LUCAS A.TURNER,P.E.
16 GAUGE(0.080')MM. #12-14 HILTI KWIK-FLEXOR RW FULL THREAD FL PE#58201
112, 1239 JABARA AVE.
STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' NOTE: NORTH PORT,FL 34288
1/8'ALUM.(6063-T5 MM.)OR #12 GRADE 5 SELF-TAPPING 1 FULL THREAD HINGE SPACINGS ARE: PH.941-380-1574
1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125 1/2' 8-1/2" FROM ENDS SHEET DESCRIPTION:
HINGE ANCHORS INTO CONCRETE(2.85 KSI MIN.) 3115 ELCO ULTRACON 1-3/4" 2-]f 2" 21-5116"MAX•O.C.FOR UP TO 81"UNIT HEIGHT.
20' MAX.O.C.FOR OVER 81'UNIT HEIGHT. INSTALLATION DETAILS
HINGE ANCHORS NTD HOLLOW OR GROUT-FILLED 3116•ELCO ULTRACON 1-1/4" 2-1/r DOOR
CMU(ASTM C-90)
HINGE ANCHORS INTO 2X MIN.SOUTHERN DRAWN BY:
PINE(G=0.55) #10 WOOD SCREW 1-3/8" 718" ADE 09/08/11
HINGE ANCHORS INTO 16 GAUGE(0.060')MIN. #10-16 HILTI KWIK-FLEXOR 17W FULL THREAD1�" owG• ..
STEEL STUD(33 KSI YIELD MM) TEKS SELF-DRILLING SCREW THRU 0.060" HINGE LAYOUT CWS-641 B
HINGE ANCHORS 1/8'ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 1w 1:30 SCALE: SHEET
1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125
1:2 11 OF 12
. • ... . . . ••.
•. .. . . . .. .. .
. . . . • . . . • .
. • ... . . . • ...
TYPICAL HEAD ANCHORAGE • l • 1/4•MAX SHIM Q�(IrIL//
MIN.EDGE DIST. • • •• • • • • •• • MIN.EMBEDMENT WU SYSnm
SEE TABLE 1,SHT 11 • • • • • • • SEE TABLE 1,SHT 11 1900 SW 44TH AVE.
AROUNCONTIND
PE (METE�grAL IN2 "• • • • WWW. FLORIDA 34474
AROUND PERI R ALL IN FCJ�TIIEE�Q��
SUBSTRATE BY OTHERS POINTS BETWEEN FRAME AND SUBSTRATE YYYJW.CYVS.CC
SEE TABLE 1,SHT 11 MIN.EMBEDMENT BY INSTALLER.
MIN.EDGE DIST.
SEE TABLE 1,SHT 11 •• • • • •• •• SEE TABLE 1,SHT 11 8700/10/5j0 PVC
• • �'C" • • SWING DOOR
INSf�AjLA+I�yAq� HpR• • ••
PERIMETER SEALANT 114'MAX SHIM SEE ABLE 1,i�i� i i i• . IMPACT
BYINSTALLER
INSIDE AND OUT
m r
INTERIOR $ ' ¢o
CONTINOUS DBL 1W BEADS OF SEALANT
AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR 2 pWp >-
POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,BHT 11 W Q m
BY INSTALLER. N
U U Z
0
a o (q
PERIMETER SEALANT BY INSTALLER
INSIDE AND OUT Iz w O
PERIMETER SEALANT a a
BY INSTALLERSUBSTRATE BY OTHERS
INSIDE AND OUT SEE TABLE 1,SHT 11 rD HORIZONTAL SECTIONol
Q
MIN.EMBEDMENT 12 TYPICAL JAMB/HINGE ANCHORAGE
SUBSTRATE BY OTHERS Z
SEE TABLE 1,SHT 11
SEE TABLE 1,BHT 11
VV
4`r' GEN,q'r.'Q oe
MIN.EDGE SEE TABLEDIST.1,BHT 11 Z Z J ~, kl���`��ois
:v: No 56201
1 VERTIGLL SECTION
12 TYPICAL SILL ANCHORAGE w Q;
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTIOW
INSTALLATION DETAILS
SIDELITE
DRAWN BY: DATE:
ADE 09/08/11
DWGG ..
CWS-641 B
SHEET
12 12 OF 12
MIAM—DARE COUNTY,FLORIDA
SIMMMMMMM
PRODUCT CONTROL SECTION
DEPARTNIXNT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
Iff"
BOARD AND CODE ADIMNISTRATION DIVISION T(786)315-2590 F(786)315-2599
PTA.NCE DA �miamldsde.soy/econoMy
awson Industries,Inc.
8501 NW 90 Street
Me le ,FL 33166
Sco E.
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=rfDSC TI N: C pped Extruded Aluminum Tubo union w!and w!o Steel ReinPRO ALD C : Drawing No. A -- 1 0 ,h e uminum u
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 Produrt,Cpntrol
. .... ......
I A T T ar e n S ial ss e t ac R % to t
LABELING: Each unit shall bear a permanent label with the manufacturer's n l a1�44 u P X:loo ci k state
F�'. g , ty. , . .
series,and following statement: "Miami-Dade County Product Control Approved", uWas otheiajise jloted
herein. : '..' .....
RENEWAL of this NOA shall be considered after a renewal application has been V14d god theUb&q been '•'•'
no change in the applicable building code negatively affecting the performance of thiMpr8$uct. '
TERMINATION of this NOA vill occur after the expiration date or if there has bQen 8 r$visioq or 4ange ....:.
in the materials, use,and/or manufacture of the product or process.Misuse of this ATOA as an ea rMent .
of any product,for sales, advertising or any other purposes shall automatically terminate ttis NgA►t Kilure
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. 124127.07 and consists of this page 1 and evidence pages B-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
1AM1 E COUNTYA�G`}d Expiration Date: May 30,2017
,yea' Approval Date: November 06,2014
Page 1
Lawson Industries.Inc.•
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Subtnitted under pr evious NOA's No.'s 02-OSOLOS 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 TO71,dated 09/16/02,tested
per ASTM E8,signed and sealed by Rafael E.Droz-Seda,P.E.
(Submitted under previous NOA No. 02-OSOI.OS)
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-OS01.OS)
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 aluminum
tube mullions with C4 x 4.5 steel channel reinforcement, prepared by.ffmicane
Engineering & Testing, Inc., Test Report No. HETI 02--1716,:datc'd 8127/Q2,'ligned "••:'
and sealed by Rafael E.Droz-Seda,P.E. •• •
606.60 6666 6666..
(Submitted under previous NOA No. 02-OSO1.05) •0 as** 6 .
66666•
4. Test reporton: 1) Large Missile Impact Test per FBC,TAS 201" 1. 0• 6 •
2) Cyclic Wind Pressure Loading per FBC,TA 183.94 : •••• •••••
along with marked-up drawings and installation diagram of U•Runin"Aiding 0.6.6
glass door, prepared by Hurricane Engineering & Testing, TA .';Test AepQrt No.
HETI 02-1718,dated 8/27/02,signed and sealed by Rafael E.]1ro2-Seda,F.E.
(Submitted under previous NOA No. 02--OSO1.0S) 00000
3
S. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAVOIA-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 previous NOA No. 02-0501.OS)
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
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(coNThNuED)
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 previous NOA No. 95-121209)
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.
FTLw1383,dated 02/13/96,signed and sealed by Gilbert Diamond,P.E.
(Submitted under 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.
(Submitted tutder previous NOA No. 12-012Z 07)
2. Glazing complies with ASTM E1300--04/09
D. .QUALITY ASSURANCE
1. Miami—Dade Department of Regulatory and Economic Resources(RER). ....
0 0 0000 0000..
E. MATERIAL CERTIFICATIONS • • •
1. None. 090:** 00 00 0000..
000000 0 :see*:
00 0
F. STATE0000000000 MENTS ' '
. .. 0000.
1. • Statement letter of conformance to and complying with FBC 5tt6E#tK2n(201&Wued •• ••
by manufacturer,dated 09/02/14,signed and sealed by Thomas 3'SMbs,P.E. 66
2. Department of State Certification of LAWSON INDUSTRIES,' vi. as 4 forprofit ••;;•
corporation, active and organized under the laws of the Suite pf Floi61,•dated
04/11/14 and filed at the Secretary of State. '00 : 0000 6666:
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.R
(Submitted taider previous NOA No. 12-012707)
4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12,
signed and sealed by Thomas J.Sotos,P.E.
(Submitted under previous NOA No. 12-0127.07)
Jaime D.Gascon,P.E.
Product Control Section Supervisor
NOA No.14-0908.08
Expiration Date: May 30,2017
Approval.Date: November 06,2014
B-2
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS(coNTSNum))
S. Notification of Successor Engineer for manufacturer's NOA document per Section
61GIS 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 06-0620.18,
dated 05/20/10,signed and sealed by Thomas J. Sotos,P.E.
(Subinifted urrder previous NOA No.10-0610.02)
6. Laboratory compliance letter for Test Reports No.'s HETI-02-1714,
HETI-02-1716, HETI-02-1717, HETI-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.
(Sub.-pitted railer previous NDA No. 02-0501.05)
7. Laboratory compliance letter for Test Reports No.'s FTL-1376, dated 01/31/96, and
FTL--1383, dated 02113/96, both issued by Fenestration Testing Laboratory, Inc.,
signed and sealed by Gilbert Diamond,P.E.
(SubudNed under previous NOA No. 02-050L OS)
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 Contras Section Supervisor.
NOA No.14-0908.08
Expiration Date: May 30,2017
Approval Date: November 06,2014
E-3
•. •. . • • •• .• .
. . •.. . . • . .•.
• j:HESE Iq�1S ARE RAD FQ RGE MISSILE IMPACT q[a1D CAC(, 8C •USED W T16 ALTs b4WSON'S MIAMI-DADE +�
ANCHOR/CUP ANCHOR/CUP • • COUNTY APPROVED IMPACT ANL:N -IMPACT PRODUCTS. c
GLAZING HORIZONTAL MULLION ••• •• • >a
PRODUCT 3 R1rCAWQl1LAR ALI MITUM TUBE MULLIONS m q
USING MULLION PROPERTIES ONLY B
ANCHOR/CUP FHORIZONTAL MULLION GLAZING oe,
PRODU sag
tO
3 •1! MWIANWq
NED TOCOMPLYWITHTHE -CODE 2014 EOITON INCLUDING z VERTICAL +4.� • •HZOA )• z q x
VERTICAL I 2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE $W x 0
MULLION MULLION r. 3 APPLICABLE FLORIDA BLDG.CODE REQUIREMENTS LE:WIND LOAD.WATER
+y INFILTRATION.FORCED ENTRY RESISTANCE,SAFEGUARDS ETC.
z A 3.MULLIONS ARE APPROVED FOR IMPACT AND NON-DCPACT APPUCATXM N
O = .-. INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. fs7 �¢
GLAZING GLAZING GLAZING r GLAZING
3 4.WOOD BUCKS TTY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER .�•
PRODUCT PRODUCT PRODUCT �$i PRODUCT LOADS TO THE STRUCTURE.
&ANCHORS SHALL BE AS LISTED,SPACED AS 9.001 ON OETAILS.ANCHORS � �y
EMBEDMENT TO BASE MUE M SHALT.BE BEYOND WALL DRESSING OR STUCCO.
ANCHOR/CU &ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS .
ARE NOT PART OF THIS APPROVAL m
7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF y p
WOOD ANCHORS ONLY.
&MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS,
W1 W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
MULLION SPAN MULLION SPAN THE REQUIREMENTS OF THE 2014 FLORIDA&OG.CODE-SECTION 2003.8.4.
WIDTH (W) = W1 + W2 + W3 MULLION & CUP NOTES: �I
2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET
2 OF 10 FOR DETAILS AND NOTES.
ANCHOR/CUP ANCHOR/CUP • REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS o
HORIZONTAL MULLION 2. OR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET
GLAZING ,
4 OF 10 FOR DETAILS AND NOTES.
' � REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS
PRODUCT �����. 3 3. FOR CUP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS
VERTICAL 3 6. 7. 8, & 8 OF 10 FOR DETAILS AND NOTES. a
MULLION +�, • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS
z 3
GLAZING GLAZING 0 7d
PRODUCT PRODUCT mai GLAZING GLAZING U
s PRODUCT PRODUCT 3 $
VERTICAL
ANCHOR/CUP-1 MULLION F=.,
ANCHOR/CUP o
W1 W2
W1 W2 r L.
W MULLION SPAN
Wt t W2 Wt + W2
WIDTH (W) = [WIDTH (W} _
2 2 Acoe,Haacallo 08 i
TYPICAL MULLION ARRANGEMENTS x r,
a
. • ••.• .• . . ...
•. •. . .. .. .
• . . . • • . . • •
L6w
Abe 1.900 • • • • • • • • •• �C
• • .•62 • • • • • C
40
40 to
Lj
Laos .ase "�l B
4A00 4.00 .DS L732 4m b
34100
I 2 X 4 TYPICAL • i i i i • 2.008 • L732 2.062
1� -4aoo� STD. TUBE DOW FRAILEUl • • • • • • 2A00 Z s 0 0! z
• • • • ••• •• z z v
2X MULLION CLIP I g d R O
8063-T8 060 L I..�pp.a� a� �a0e IA00� ag6 A78
NOTCH L. 6000 1A6E-dl_ 7.L88 tA6E 1.1�
�• OPnONAL 2 X 6 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 G3 is
gyp'/ STD. TUBE CUSTOM MUWON STC 1 OM TAU iON CUSTOM MULLION CUSTOM MUWON CUSTOM MULLIONi s
MULuoN 8083-T6 8083-T8 8063-TB 6063-TS 8083-T8 VT
Ixx: 2.070 in4 bOC 1.000 in! I= 0.950 ire Ixx: 0.370 in+ Ixx: 0.330 Ino
0 0 0 Sxx: 1.035 In! Sxx 0.667 in3 Sxx: 0.633 in3 Sxx 0370 ins Sxx 0,330 in3 �{
0 2.� (FLANGE FRAIM (FIN FRAME) (FLANGE FwwE) (FIN FRA►IEI FRAME) ® a m
a STANDARD TUB"SHAPES --+{ as comp/ wiles 14o1Wa W
IQ
ALLOY= TT6TYPMAL
I sacra o C
--( 424 1A00 4i� tm
1 P.000
LOW
Em aES I
:m� S2S
4.0� Q$
;! 6000 3A60 4
425
eA�
L
Z4—
N CUP 2-000 �0 4,0pp
4A00 Lu L L=I
1 X 4 1 X 3 1 X 2 g g
MULLIONS CONTAINING Ts D• ruBE MULL1oN srD. TUBE MUWON srD. TUBE MULLtoN SS $$
2'OTCH TYPICAL GLAZING PRODUCTS 6�3 TB -TB 6�3-TB
2 OTCH
X 8 2 X 4Ixx: 2.070 irt4 b= 0.950 Ino Ixx: 0.330 in.HORIZONTAL OR VERTICALN Sn: 1'035 in3 Sxx: 0.633 in3 Sxx: 0.330SEE VIINO W OR DOOR APPROVAL PDR 6063-T8 8083-T8
FASTENERS SRES AND SPACING
® bw 8.280 in! b= 2.980 in4
S= 2.760 ire Sxx 1.490 in!
.L ,L, CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS a r
um nLd INSTRUCTIONS: USING MULLION PROPERTIES ONLY R . ' 4
1 X 2 1.688' USE CHARTS NO GRAPHS AS FOLLOVIS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT s i)_i.'j'e.�
1 X 3 2688' STEP 1 OEn3WgE MICH LOAD REQUIRED FOR PARM AR OPt VNO AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS.
NOTCH 1 X 4 3.688' STEP 2 USEREO APPROYEO GlA2DR3 PIODUCIS TdEETBIG ABOVE Low .�?•• ',TSI"'
RE06RREtaiN1S.OPTIONAL
i
2 X 4 3.688• STEP USE CONNECTION TO MULLION AS PER PRODUCT
APPS, NOTES: w0,�...
2 X 6 5.688' STEP 4 SAECIFY mmum smm SPG. 1. REFER TO THE GENERAL NOTES ON MEET a
2.000 USING CHARTS ON SFffEf 3 OF 10 SELECT MUWON SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE.
i 1. ALL CUPS AND ANGLES ARE TO FIT STEP WH DESIGN ttAIING MORE THAN DESIGN LOAD SPECW= n
Ilt— HORI 2. OMAY BE ORIENTED VERTICALLY OR
SNUG INTO TUBE MULLIONS. IN STEP I ABOVE. ra
ANGLE CLIP 2. WHERE ANGLES ARE NOT FR SNUG DING ANCHOR TYPES ON SHEET a Twat 9 AND ANCHOR CNAms H�2I20NPITALLY.
INTO TUBE MULLIONS. SEE OPTIONAL STEP 6 ON SHEET B.SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION
ANCHOR DETAIL AT SHEET 9 OF 10. INICK THAN THE OMGN LOAM SPEMFMD IN STEP t ABOVE ARRANGEMENTS OR STACK CONFIGURATIONS. �d
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . ...
BMULLIONS TUBE MULLIONSTUBE MULLIO
With MULL SPAN 1X2 1X3 1X4 2X4 2X8 Width MULLSPAN 1X2 1X3 1X4 2X4 42 Width( MII,LLISPAN 1!(t 01 3 1X4 2X4 2X8
18 150.0 150.0 150.0 150.0 28.3 81.6 150.0 150 0 18 • • -• •99B 42.1 80.5 150.0
24 160.0 150.0 150.0 1600 160.0 24 212 61.1 1332 160.0 i60O 024 • -• • -• 31.5 45A 1262 o q
30 123.0 160.0 160A 1500 1600 30 17.0 46.9 106.5 150.0 18b.0 30 •• ••• _ 252 38,3 100.9 y
38 102.5 160.0 150.0 150.0 160.0 38 40.7 88.8 127.8 1600 36 21.0 30.3 84.1 e o
42 87.9 150.0 150.0 150.0 160.0 42 34.9 76.1 109.6 1500 42 18.0 26.9 72.1
48 38.318" 76.9 160.0 1so.0 1600 1600 48 74414" 30.6 68.6 95.8 160.0 •48• • 1281• ••• • _ 16.8 22.7 63.1
54 68.3 137.6 160.0 150.0 150.0 64 272 69.2 852 150e 0540 i i i - 20.2 56.1 3 h
60 61.5 123.9 150.0 150.0 160.0 - 24.4 53.3 76.7 1442 • •• • - • _ 182 50.6 =r o
96 55.9 112.6 150.0 150.0 1500 66 222 48.4 69.7 131.1 •68• •• 440-� 16.5 45.9 7 d x
72 61.3 1032 150.0 1500 150.0 72 20.4 44.4 63.9 12 - - 16.1 42.1
78 47.3 95.3 15D.0 160.0 160.0 18.8 41.0 50.0 110.9 - 38.8 8 d Ac Q
18 89.3 150.0 160.0 1500 1500 18 58.3 122.6 150.0 1600 18 31.6 45.5 128.4
24 67.0 150.0 150.0 1500 150.0 24 422 920 1324 1500 24 - 23.7 34.1 94.8
30 53.6 142.3 150.0 160.0 1500 30 33.8 73.6 105.9 150.0 30 19.0 27.3 75.8 W tt
36 44.8 118.8 150.0 150.0 1500 36 28.1 61.3 88.3 1500 36 15.8 227 63.2
42 38.3 101.7 150.0 1500 150.0 42 24.1 62.6 75.7 1600 42 19.5 542
48 50aw 33,5 89.0 145.4 1600 150.0 48 84" 21.1 46.0 682 1408 48 132" 17.1 47A � q
54 29.8 79.1 128.2 150.0 1500 54 18.8 40.9 68.8 1252 64 162 42.1
80 26.8 712 116.3 150.0 150.0 So 16.9 38.8 63.0 1127 80 - 37.9 rs o
88 24A 64.7 105.7 1500 150.0 � 15.3 33A 48.1 1024 88 34.5 c
72 223 59.3 98.9 139.5 1500 72 30.7 44.1 93.9 72 31.6
78 209 54.7 89.5 126.8 1500 78 28.3 40.7 86.7 T8 282
18 62.6 150.0 150.0 1600 150A 18 37.7 82.1 118.3 160.0 18 - 24.3 35.0 97A
24 460 135.1 150.0 1500 150.0 28.3 61.6 88.7 150.0 24 18.3 23.3 73.0
30 37.5 108.1 160.0 160.0 150.0 30 22.6 49.3 71.0 160.0 30 21.0 58A
36 31.3 90.1 150.0 1500 160.0 38 18.8 41.1 80.1 143.8 38 17.5 48.7
42 28.8 772 131.1 150.0 150.0 42 162 352 50.7 1232 42 15.0 41.7
46 87" 23.5 87.5 114.7 1500 150.0 48 so $0.8 44.3 107.8 48 144" _ 38.5
54 20.9 80.0 101.9 146.8 150.0 64 27.4 39.4 95.8 64 - 32.5
80 18.8 540 91.7 1321 1600 80 24.6 35.5 86.3 �72!
292
68 17.1 49.1 83A 120.1 1500 s 224 32.3 78A - 28.6 0
72 16.6 45.0 76.5 1101 1500 72 - 20.5 29.6 71.9 - - 24.3 , 3
78 - 41.8 7-0-.F- 101.8 150.0 78 - 19.0 21.3 66.3 78 - 22.6
18 46.3 133.4 150.0 150.0 150.0 I8 28.6 57.7 83.1 1600 18 - 31.0 88.1
is
24 34.8 100.0 150.0 150.0 160.0 24 19.9 43.3 622 150.0 24 23,3 64.6
30 27.6 80.0 160.0 1600 160.0 30 15.9 34.6 49.8 136.3 30 18.6 51.7
36 232 682 1252 150.0 160.0 36 28.8 41.5 113.6 36 - 15.5 43.1 $
42 19.9 572 107.3 1500 160.0 42 24.7 $5.6 97A 42 - 36.9
48 Q 17A 50.0 93.9 135.1 150.0 48 21.6 31.1 852 48 150" - 32.3
54 16A 44.6 83.4 120.1 1600 84 192 27.7 75.7 54 28.7
60 40.0 76.1 108.1 1500 80 17.3 24.9 68.1 80 25.8
478 #2&3
38A 68.3 96.3 150.0 15.7 22.7 820 88 23.5
33.3 90.1 1500 72 20.8 66.8 72 - 21.5
30,8 57.8 832 160.0 78 192 52 4 78 19.9
tc�nzaana MUUON
cRODUC TYPICAL MULLION ARRANGEMENTS a
VERRCAI ' PRODUCT ��` 3 ..vY
MULUM ARCHES TO BE ROX17 ED
M=RECTANGULAR SHAPE .r w• .:
O
P
RODUCT � MULL ONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCTR8VL49D •,
VERTICALLY OR HORIZONTALLY. �i3uadDoanplyalW�DoNMP(Qa
INTERPOLATION BETWEEN WIDTHS ALLOWED A"`N'm`aNO j
PRODUCT PRODUCT ( _ wt + wZ , IT•� (` � _'"�+ �• .';iP, r •?••t�s��,a
w2 WIDTH (W) - Aianmi�eder-`+octam�ml +=t:d.i:i;+�
1 MULLION SPAN � 2 A
.• .. . . . .. .. .
• • . • • • . . . •
• • .•• • • . • •..
1690
,Iss t.m -yST i
tam
re
AN TYP. __ • • • or
• o
im
• • •
9000 M h
140.4 4x08 .118 17 <W
4aw Saw • 3aw 3162 D m O
2 X 4 TYPICAL4aw� •• � • o
4.500 ��FIAME • • • • • •
• • • • •
2X MUWON CLIP • • • • IZO
JW F^•�00 ab 7WT d �'
2 X 6 LOBE 1062 STD. TUBE MULLION 1 ~
NOTCH 4'
�4.• OF4A1. 6.w0 .Ddll6L.Qd C Ol TMX M4 ISN �• TUBE MULLION
1 X 3 ��'TB .CUSTOM MULLION44
'
600—ye 6063-TS CUSTOM MULL] 6083-Te
baC 4.709 int boc 4.709 in4 12.168 int Ixx 2.168 int 4 x
Ixx: 2.218 in.
a ® a Sxx: 2.355 ink Sxx: 2.355 ire Sxx: 1.445 ink Sxx: 1'445 in. Sxx: 1.479 ink
E900 (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME
a a sraNTARD
TUBULAR SHAPES #
{ ALPO WALL a.126'ALL i o
ALLOY«eoes—re
ase TYPMAL
a GLAZING PRODUCT
F12
Im
Lr2s4900 Awo Am
4.Sw o a
1X MULLION CLIP Saw 4aw 9b95
8083-T8
MULLIONS CONTAINING
•L• NOTCH 1• TYPICAL GLAZING PRODUCTS iDi+
oPTXTNAL HORIZONTAL OR VERTICAL PRODUCTREViSED
a SEE WWOON OR DOOR APPROVAL FOR 2 X 6 2 X 4 4a R oo-AftwilhawFlumae
o a fA57ENERSSMS AND SFAqlNG STD• TUBE MUWON SIT).TUBE MULUON A01d�AHCONO r �/-
8083-T8 6063—Ts
wy
1%X:19.648 in4 Ixx: 7.649 Int d0 go 1
CLIP LENGTH S= 6.549 in! S= 3.825 ins
't• 'L' RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULLIO
USE CHARTS SAND GRAPHS AS FROM144141 iPt8/td
MUINSTRUCTIONS LL "L" N PROPERTIES ONLY
I X 2 L688' i•`4 is fi. j<<ii
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT o
STEP 1 OEIERiONE DESIGN LOAD REOU8ff0 FOR PARTICULAR OPEIBNG 1 ''� •••.�(J'p�p0
I X 3 2.688' AND CAN BE USED WITH ALL LAWSON'S MIAMI—RADE .:•r,: c
STEP 2 t AT4TROVEO G1A21NG PRODUCTS LIEEDtKi ABOff LOAD COUNTY APPROVED IMPACT AND NON—IMPACT PRODUCTS. ur V
NOTCH 1 X 4 3488' r�0u6TEMENrs.
OPIOWiAI 2 X 4 3,6N' .STEP 3 USE COWWCTION TO MULLION AS PER PRODUCT
APPROVAL � �
2 X 6 5 688' STEP 4 spec'MAXUM b'HW SPACING. 1. REFER TO THE GENERAL NOTES ON MEET ✓'
taw US=CHARTS ON SHEET 6 OF 10 SELECT MULIKI4 SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE.
1.ALL CUPS AND ANGLES ARE TO FIT STEP S WRN DESIGN RATM MORE THAN OEShGN LOAD SPECMEO 2. MULLIONS MAY BE ORIENTED VERTICALLY OR M
SNUG INTO TUBE MULLIONS. M STEP 1 ABOVE. HORIZONTALLY.
ANGLE CUP 2. WHERE ANGLES ARE NOT FIT SNUG ILWO ANCHOR TYPES ON SHOEET 6 THRU 9 AND ANCHOR C ARTS
INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON sHEET 9,SELECT ANCHOR TYPE umDWGN Rum 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION
taw soe3 Te ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIE 01 STEP 1 AWE. ARRANGEMENTS OR STACK CONFIGURATIONS.
Q
. . ... . . . ...
.. .. . . . .. .. •
. . . . . . . . . .
. . .•. . . . . ...
STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS ITEEL 11FINFORCED TUBE MULLIONS
Width w. MULLSPAN 1X3 1X4 2X4 2X8 Width UW MULL SPAN 1X3 1X4 2X4 21 • wilth w Lb PAN 61X30 1X4 2X4 2XS 03 •
160.0 150.0 150.0 150.0 18 150.0 160.0 150.0 1 .0 • • .00 085.7 150.0 150.0 z
24 160.0 150.0 160.0 150.0 24 139.5 150.0 150.0 la.0i It 424 • 1x1.0• •71.8 116.6 150.0 0
30 150.0 160.0 160.0 150.0 30 111.8 160.0 160.0 1500 0 30 •• ••• .4 57.4 93.2 150.0 to to
36 150.0 160.0 150.0 150.0 36 93.0 150.0 160.0 150.0 35 22.0 47.8 77.7 150.0 M i 1 S
42 150.0 150.0 150.0 150.0 42 79.7 150.0 160.0 150.0 42 18.9 41.0 66.6 150.0 uig m
48 38.318" 160.0 150.0 150.0 150.0 48 74-114" 69.7 150.0 150.0 150.09 48 • lav • •16.8• 36.9 58.3 149.7
64 150.0 150.0 150.0 160.0 b4 62.0 134.8 150.0 150.0• • 31.9 51.8 133.1
60 150.0 150.0 150.0 150.0 80 56.8 121.2 160.0 150.0 • •• • • 28.7 46.6 119.8 +�
SS 150.0 150.0 150.0 150.0 SS 50.7 110.1 150.0 160.0 �8• •• 28.1 42.4 108.9 Z z o x
72 150.0 150.0 150.0 150.0 72 46.5 101.0 150.0 160.0 2 - 23.9 38.9 99.8 o R
78 150.0 150.0 150.0 150.0 78 42.9 1 932 150.0 150.0 78 22.1 35.9 92.1 =d
18 150.0 150.0 150.0 150.0 18 128.4 160.0 150.0 150.0 1S 33.1 71.9 116.8 150.0 ag
24 150.0 150.0 150.0 150.0 24 96.3 160.0 150.0 150.0 24 24.8 53.9 87.6 150.0
30 150.0 150.0 150.0 150.0 30 77.1 150.0 160.0 150.0 30 19.9 43.1 70.1 150.D W w
36 160.0 150.0 150.0 150.0 36 642 139.5 150.0 150.0 36 16.5 35.9 58.4 150.0
42 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 42 30.8 60.0 128.5
46 60.518" 160.0 160.0 160.0 150.0 48 84" 48.2 104.6 150.0 150.0 48 132" 27.0 43.8 112.5
54 150.0 150.0 150.0 150.0 84 42.8 93.0 150.0 150.0 64 24.0 38.9 100.0 ������iii
80 160.0 150.0 150.0 160.0 80 38.6 83.7 135.9 160.0 80 21.6 35.0 90.0 y 7zo'
88 147.7 150.0 160.0 160.0 BS 35.0 76.1 123.8 150.Q 88 19.6 31.8 81.8 1.
72 135.3 150.0 160.0 150.0 72 32.1 69.7 113.3 160.0 72 18.0 29.2 76.0 c
78 124.9 160.0 150.0 160.0 78 29.6 64A 104.6 150.0 78 18.8 28.9 69.2 R
18 150.0 150.0 150.0 150.0 18 86.0 150.0 150.0 150.0 18 25.6 55.4 89.9 150.0
24 160.0 150.0 150.0 160.0 24 04.5 140.1 150.0 160.0 24 19.1 41.5 67.5 150.0
30 150.0 150.0 150.0 150.0 30 51.6 112.1 150.0 160.0 30 15.3 33.2 54.0 138.8 (�
36 150.0 150.0 150.0 160.0 36 43.0 93A 150.0 150.0 36 27.7 45.0 115.6
42 150.0 150.0 150.0 150.0 42 36.9 80.1 130.1 150.0 42 23.7 38.5 99.0
48 b7" 150.0 150.0 150.0 150.0 48 96" 32.3 70.1 113.8 150.0 48 144'" 20.8 33.7 86.6
54 137.0 150.0 160.0 160.0 64 28.7 02.3 1012 150.0 64 18.6 30.0 77.0
60 123.3 160.0 15Q.0 150.0 80 25.8 58.1 91.1 150.0 SO 16.6 27.0 69.3
88 112.1 150.0 160.0 150.0 88 23.5 51.0 82.8 150.0 88 15.1 24.5 63.0
72 102.8 150.0 150.0 150.0 72 21.5 46.7 75.9 150.0 72 - 22.5 67.8
78 94.8 1 .0 160.0 180.0 78 19.9 43.1 70.0 160.0 78 - 20.8 53.3
18 150.0 160.0 150.0 150.0 18 00.4 1312_ 150.0 _150.0 18 22.8 49.0 79.8 150.0
24 150.0 150.0 160.0 150.0 24 45.3 98A 150.0 150.0 24 16.9 38.7 59.7 150.0
30 R76.1
150.0 150.0 160.0 30 38.3 78.7 127.9 150.0 30 29.4 47.7 122.6 0
36 150.0 150.0 150.0 36 302 65.6 106.6 150.0 36 24.5 39.8 1022
42 150.0 150.0 150.0 42 25.9 582 91A 150.0 42 21.0 34.1 M472
48 63" 150.0 150.0 150.0 48 108" 22.7 492 79.9 150.0 48 160" 18A 29.8
64 150.0 150.0 150.0 64 20.1 43.7 71.1 150.0 fro 16.3 26.5
60 150.0 150.0 150.0 SO 18.1 39A 04.0 150.0 SO - 23.9 g
66 150.0 150.0 160.0 S8 18.5 35.8 68.1 147.0 88 21.7 +t' ' g �►
72 142.4 160.0 1500 72 15.12.8 53.3 134.8 72 19.978 131.4 150.0 150.0 78 30.3 49.2 124.4 78 18.4
tMt62IXiTAL muU.10N _yf4tf4Fif lflftt
TYPICAL MULLION ARRANGEMENTS �`. b •3 °0+,,
fgLLL[0N ARCHES M BE INSCRIBED
Z INSM RECIANGU AR SWIPE Gy• u'�,cY.3+ +e
PItODUL7R11YLSl� � ,::• •n 'N ..
FROG MONS RATED IN THESE CHARTS MAY BE ORIENTED as wnvlft with the l7oda, Q w
3 VERTICALLY OR HORIZONTALLY. BuB ed� 9�GLAZING �J.0 "=
GLAZINGT (INTERPOLATION BETWEEN WIDTHS ALLOWED) AccelWmNo O20� S
I
gt
WI + 1112 Product
wi W2 WIDTH (W) = 2 a
MULLION SPAM
A
. . ••. . • . ..•
.. .. . . . .. .. .
. . • . • • • . . •
. . ... . . . . ...
1 1 4` MM. a/ta-UPCO is a/te-ramous MIN. EDGE DIST.
/ 1_t/2•U N.WOW PENETRATION t-t/Y mm.WOOD PENE7RAT[ON 2-3/16" CONCRETE OR • 60: • • • p1
GE DIST 2 PER CLIA(7 ON EACH WING) }PER, 4- OW • • • • •• •• .00 Y
• • •S/tis UPCOA • • • •!•
5/I6,raP�tsofimftm p
3/4'
N t-3`r4[�tX 8• •• •i•4• 2R aiG4E p'
1 r� t .tl MZ •I t..: •. MZ a: �
• v v r
O K n 1p
• To . • 1• ^ • I of q
I 1 0
1 I • • • 0 • • Y j ((� z
---M- 2 7/16- •• • • • ••• •• I I c z ZO MC
2.
i_i t t
IX FtOARNG CUP 1 i ALlXIA2 X/ MIN.2 BY I By I E'•D 5 IL �yy7 tl
1 I wom BUCK I I I 1 ------------- W000 BUCK l tX FLOATING CLIP 17 i ALW12 X 1 A4do
1 1 t 1 I 1 1 I 1I 1 •�,�
3/4" MIN. 5/16•ra�tNs ANCHORS TYPE 'D' (INTO BLOCK) E�
EDGE DIST. 1-1/2•NN.WOOD nn�arN
ANCHORS TYPE 'G' (INTO CONCRETE) ►+
4 ANCHORS THRU 1X BUCK °I
iv OC1 BEA MULLIONS.
TO FIT SNUG INTO CONCRETE OR BLOCK P p
1 �z TAPCONS MAY BE HEX OR FIAT HEAD. 1"x4" & 2"x4" MULL 1
111
MIN. EDGE DIST.
t 1 1
2-3/16" CONCRETE OR
4" HOLLOW BL b/16"r/IPiXMS s/tam rarooNs
1-3/4*MIN.EMBk73$tT0 NAS
6 1 2 B/ t l / I-3/4`MRN.EMBED INTO MAtiNX1RY
�---------; WOOD BUCK 1 12 X t 2 PER CLIP(1 ON EACH tIING) t PER ANd.E
1 t 1 �i »•t. \z
I I ALL CUPS AND ANGLES TO FR SNUG :~ 't M t�: .•M
ALTERNATE INTO TUBE MULLIONS.
ANCHOR LOCATION TAPCONS MAY BE HEX OR FIAT HEAD. �- •r, ,.
ANCHORS TYPE 'A'
2 ANCHORS INTO WO _ t� ''//41000 8U09 AA7ING CLIP I I - 2NAXW2AN&EB•
a/tsr TAPODNs
1 1/4` MIN. t-1/2'MN. tgPEHEr� t-t/2'MUN• 2� \ 1 It
It
El aLDT. 4 PER«,P 2 ON EACH YANG s id
\� z • ANCHORS TYPE 'C' (INTO BLOCKS
ANCHORS TYPE 'F' (INTO CONCRETES
` 2 ANCHORS THRU 1X BUCK sl,
1 1 I t t
INTO CONCRETE OR BLOCK .0�tNt#tNNli ".tss,
t/4 MI .
FLOATING CLIP 1 I 2 X 2 X t 1 I'ROIK1CT RfiYFSCD _••'J N `f• • 4�
it li Atw r 1 �oomldf�Ba4lftOmFtmide -•.- •. ��-"c
I 1-a
h
Act�comp�twn�Na ,. •
ANCHORS TYPE 'B' ~ ��
4 ANCHORS INTO W000
AN12Slbt��A Clmud
. • •.. • . . ..•
.. •. . . . .. .. .
• • . • • . . . . •
• • • • •.•
• . .•. . . . • .
MIN. EDGE DIST. • ••• • • • ••
MIN. EDGE DIST. MIN.2-3/16' CONCRETE OR • • • • • • •• •
2-3/16"CONCRETE OR 1-3/4" .STWO INTO MASONRY S • • • • • • • • ••
MINa
4' HOLLOW BLOCK a PER CUP 41 JON EACH YONG) 1-3/4•MIN. 5/16*
4 OLLOYI BL 0 * `5/�T • • s/1 O pyp
MIN. 1 P ANGLE 3/4 •4 PER•AW(2 oNl�lat YA Rir L • 2 PER ANGLE
• 1: . :. ,_e. s P, .1 �. •.�' .?i:..• ..e. s .*: 19 i .d o.
. •�b: \Z 'i1 �•o.•. :b:" .«v' ,�,o. '� ..v _ �: saw...,!• o.. r:.�:, y 40 m 6p,
•I.. ..t.' M� •.4,'•f� .1.!`.~"` •.i•. ..1.• 1• ;1 ,� ;,1•»•1 ' `a1. ' ti�'4 i'w'.: .,t. 1•, 081 a
••1,1 •I 1 • • t •• 1.1 i •• • 1 1 ZZ `p•' r��i
1 1 1 1 1 1 1 1 OWS 2 C •p+
I I CONI
1 I CONCRETE OR 1 t n I!!a R o
BLOOM r 1 I 2 X 2AN7%E5" r . CEMENT BLOCK 1 1 2 X 2%1
i ----- CUP 2 MIN16 nxATMi 1 1 i i .
1 I 1 I I 1 I I i i 1
3 1
WULL MIN. gy¢
. MULL
• 't �
ANCHOR E 'C' (INTO BLOCK) ANCHORS TYPE 'D' INTO BL K
x
ANCHORS TYPE-'E' INTO CONCRETE OR TYPE 'G' I TO CONCR
i 2 ANCHORS INTO CON OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK a
1"W & 2"x4" MULL 0
�---------- ALTERNATE MULL
1 ANCHOR LOCATION
tARl
i i IIt
CONCWTX OR
cumr am
1 I
1.1
a••• +•" '',�d'• • � • 3•x•4•:":F - j`-
5/18' •"= !
2 PER CUP t
ON EACH 16NG) b/t8'TAPCONS
1-3/4'MIN. MRO MASONRY
4 (2 ON EACH WINO) .
Yla SMS ii 444 444
2 PER ANGLE
i I
ALL CUPS AND ANGLES TO TIT UG
t'.
i INTO TUBE MULLIONS.
c. TAPCONS MAY BE HEX W FAT HEAD.
_ ;• •••!.�•'..� ...+ m cmaPtyiugar6h Bta Ptalida/'� i�.•�� �� -'`�,.•�'• .��-,y::
rkJPS
• ' Z IOR ANGLES CONNECTED OIRECT�Y TO MASONRY TO BE PROTECTED qNo �e<,,/['%�vV•�✓� Y �. •.. .
• '''" 1 g 1PER ANGLE ALKALI-RESISTANT COATINGS,(SUCH AS BITUMINOUS PAINT OR /2Q�
WA -WMTE MEIHACRYIATE LACQUER.
TAPN�tS 1-3/4'1 MIN.EMBEDJ MISta� 0 UN O.
Mf0 11ASONRY-
.:
0
MIN. EDGE DIST. MIN. EDGE DIST.
2-3 16" CONCRETE OR .2— 16' CONCRETE 0
'4 HOLLOW BLOCK 3-3/4' 5116'1APOONS ULOW WO-WCOM
1-3le UK EUBED KM MASONRY NN. W3/w UK affm wo MASONRY
MIN. 4 PER CUP(2 ON EACH WING) 0 OPEM CLIP(2 ON EACH WHO
is
CUP TH r,
2 X 4
0
lay IM
\
2X6 r TAPCONS (V BUCK
o.
MULL -3/a•UK EMBW INTO MASONRY 2X8
4 PER CLIP(2 ON EACH WING) 5/16-TAPCONS
--- -------—--- ----------- t-3/4-UK EMKO wo MASONRY
1 3/4' 4 PER CLIP(2 ON EACH WINO)
MIN. --------- --------- 1 3/4-
3/4- MIN.
A gQy
O 2X5 MIJU
+
CUP LENGTH 2XS MULL
20 MI
t.;:==---------- - ---
2 X 4 3.688,
wo
2 X 6 5.688,
5 11/16- ALL PS AND ANGLES TO FIT SN ANCHORS TYPE 'E' (INTO BLOCK
\
INTO MULLIONS. ANCHORS TYPE 'H' (INTO CONCRETE SUCK,ff-f
/—ANCHORS TYPE 'E' (INTO BLOCK) BE HEDX OR WAD. 4 ANCHORS THRU IX BUCK
OR BLOCK
ANCHORS TYPE 'H' (INTO CONCRETES CLIPS OR ANGLES CONNECTED DIREC TO RY TO BE PROTECTED WM CONCRETE 2*X8"MULL SHOWN
ANCHORS INTO CONCRETE or BLOCK VATH ALKALI-RESISTANT COATINGS, SUCH BITUMINOUS PAINT OR
2"W MULL SHOWN WATER-WHITE MErK4CRYLA7E LACQUER.
w
PRODULTRUVISM
as i lft Uta ft
ado ir
Zoatfol
• • • • • • • • • •
MIN. EDGE DIST. 5/l8•TAPCONS
2-3/16" CONCRETE OR (41
3/4•MBL EMBED INTO MASONRY 3-3/4" CLIP LENGTH• ••• • • • •• !�
4" HOLLOW BL OTAL(2 ON EACH WING) MIN.
"L"• •• • • • �• • • ••
N t • • • • • •
1X 2 1.688 1X3 2.688'j••• <•- 1 X 4 3488'.2 X 4 3.688'X6 52 —7/l ••MIN. 2x4 or 2x8 M"D = ' i 1. ALL CLIPS AND ANGLES ARE TO IRT • • • • • s • ^6 0
I 1 1 t I SNUG 1 O TUBE MULLIONS s• • • • • ••• •• a
z
x
1 I I 11
112 2 x v4• 2. WHER�ANG ES ARE NOT FR SNUG S
j`�-----------� L� aE WTO TUBE MULLIONS. SEE OPTIONAL
ANCHORIDETAIL AT SHEET 9 OF 10. A
W x
CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/IO4IANNE1 TUBE MULLON m
WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR ---� --_-_-^
WATER-WHITE METHACRYLATE LACQUER.
MIN. EDGE 06T. A »»» - -------
2-3/16" CONCRETE OR It a
4" HOLLOW EILM /12 F.H.SUS C
2/SIDE , a
1/B'T NK ALUM CHANINEL I
LENGTH To FIT s
. mmuIALXXd i 1. —uuwaa a
\Z TUBES MAY BE NOTCHED
.. •'.T ' ;!::'. I: .• ._!7'g OAS SHM 70 F CUP AMOLEAILON 01STALIATIq!
ILOCATION Of SCREWS CONNECTING CAULK J INT AFTER ASSEMBLY
ANGLES TO TUBES WHERE ANGLES ifl 014 FN SMS
ARE NOT FIT SNUG INTO TUBE i t i I 2 PER CLIP
MULUONS. ACCESS HOLE 1-t/Y OC IAN.
5/1e`TAPCONS 4 9R 3" I
1-3/4'UW.EMBED LIDO MASONRY 4 PIiANGLE
2 PER ANGLE -----
t I --
I
THISSCREWCAN I I
t: •.:t:'.t ALUM X 1 INSTALLED INNNBE /312 FH SUS 1
O CtIffC1ON qd',�• ; 1.O.C.MIN. It
'•<` 1-3/4'X Y X 1/B'(FOR 2BY
3/4•X 2•x//B•FAN(18YTUBE)
•r'•y • CUT TO FIT SNUG WOE TUBE i,;rtt{1Ntttr
�'• =4
qcnp Qpw ANCHORS TYPE
METAL TO METAL CONNECTION yj L7
USE CHARTS FOR ANCHOR TYPE 'T TO VERIFY CAPAGTY OF CONNECTION �`d •.•
i BRODUCTRBVISM r
3-31e IIu7AwgCodo ®� ,.,�.a r i.
/ ALL CUPS AND ANGLES TO FR SNUG A�c:i+kxusNo I`°'�}SV�.t �;',`••• ••
MIN. INTO TUBE MULLIONS.
OPTIONAL ANCHOR DETAIL
RETAPCONS MAY BE HEX OR FLAT HEAD.
M04M INTO CONCRETE OR CEMENT BI= .9ixodLTidv`T'tndticiC4adtol A
• • ••• • • • •••
• • ••• • • • • •••
TYPES mid TE ANCHOR TYPES mei SUBSTRATE ANMM TYPES mW SiJ85TR M
Vali Mst4n A B D E F O H I W10 M3>ia1 A B C D E F JHO 408 B E F Q H I la
VW BBc Bk Cann QxtC Afe sm VW. VW. BBL BBL Bk. Cmc Gate. 4M BR. Ca41c Cone. O= ARI.Sw 181 tw tw tw tw 1w 15D Iw 18 91 tw iw 1w 1w 150 130 18e • 5� 112 w 1w 144 1w 1w 1wZ4 132 1w tw tw fw tw tw 1w tw 34 BB 138 Sw 1w 130 1w 1w 84 I tw tw Sw 118 ,pm Q39 105 1w tw tw tw 15D 1w tw tw w 54 109 1� 1w tw t49 tw 34 07 77 118 180 e7 130 150 93 m36 88 1w tw iw 1w i80 1w tw 1w w 45 91 104 1w 1w to 1w 38 26 w 88 97 129 72 109 144 7742 75 15D 1w 1w tw 16C Iso 1w 180 42 39 78 89 134 1w 100 tw 42 24 48 55 83 111 82 93 124 68 �n ao,gyp t� z ffi
48 38318 88 i32 1w 1w 1w 130 1w 1w 15'0 48 74114 34 88 78 Ste 1w W 132 tw 93 � 120a 46048 •73 97 64 81 108 58 o a
e4 59 117 133 1w 1w IM ISD tw iw 54 30 60 70 105 139 78 117 tw 811 541 • • • 4ig 88 48 72 68 51
w 53 106 121 1w iw 135 1w tw 148 w 27 84 63 94 125 M 105 140 75 t t t 39 77 43 65 87 48
88 48 98 110 IM 1w 129 1w 1w 132 6B 25 49 57 w 1% w 96 127 BB • • • a 35 563 70 39 69 79 �42 Z�Z p Z �
72 44 86 101 tw 1w 113 150 1w 121 72 23 45 52 76 104 39 88 117 829 729 • • 4 49 85 33 54 72 39 0 o R a a
78 41 81 9e 140 1w m4 1w 1w 111 21 42 45 72 96 M M SOB w 78 13 25 3o 45 w 33 w 87 35 3 d 8
18 133 tw iw 15D1w 1w 1w 1w tw 1B w 181 tw 1w 1w 150 tw 1w tw 18 61 102 117 1w 1w 131 1w 1w 140 1
24 100 tw 1w 1w tw tw 1w 1w 1w m w 127 138 1w 1w 150 1w 1w 1w 24 38 77 86 132 tw 98 140 1w 103
30 w /w S30 1w tw 150 iw 1w 150 30 48 06 111 1w 1w 124 130 1w 132 30 31 81 70 108 141 79 118 1w 84
36 87 133 1w tw tw 160 tw 1w iw 39 40 w 02 139 tw 103 150 tw 110 38 28 81 59 So117 03 09 131 70 p€�€���jjjprrr
42 W 114 131 Sw ISO 147 Sw iw tw 42 34 69 79 119 1w IS 133 1w 94 42 22 44 w 76 101 38 85 112 80
4e 50518 w 1w 1'15 1w tw 128 1w 1w 137 48 84 30 6O 69 104 135 77 118 tw 83 48 13!1 19 36 44 e6 88 49 74 98 53
54 44 89 102 Iw Iw 114 1w 150 122 84 27 59 81 w 123 89 103 137 73 w 17 34 58 78 44 86 87 47
w 40 w 02 136 IM IM 1w 1w 110 w 24 48 55 83 111 ffi 93 124 68 w 1s 31 35 53 70 39 59 79 42 1>.
s8 38 73 83 128 tw 93 140 tw 100 69 22 44 w 7e 101 98 85 112 m 66 14 26 32 4e 84 38 54 72 38 qr
72 33 87 76 S18 tw 86 129 1w 9t 72 zO 40 48 w 92 ffi 7e 106 58 72 13 28 29 44 w 33 49 68 38 y�
78 31 61 71 108 141 79 119 iw 84 78 19 37 43 84 85 48 72 95 61 78 12 24 27 41 54 3D 48 61 32 ]`,� O A
18 118 tw 1w iw 1w '� tw tw Sw 18 70 14D tw 18D 1w 150 tw tw 150 18 47 94 108 1w 1w 120 1w tw 128 �d1
m s9 187 150 tw 1w tw lw tw ISO 24 53 108 121 tw tw 136 1w tw 148 24 35 70 61 121 tw 9D 136 150 88 2
w r 142 1w tw 1w 1w tw 7w 30 42 84 97 148 1w 108 150 tw 118 39 28 w 65 97 129 72 109 144 n SC
39 59 lie 136 iw 1w tw ISO 1w 1w 3e 35 70 61 121 1w 90 136 1w 9e 36 23 47 54 el 10B w 9D 120 64 h
42 s1 101 118 1w 1w 130 1w 1w i39 42 30 w 09 IN 138 77 118 1w w a2 20 w w sv ffi ffi n 103 55
48 57 44 89 102 1w 1w 114 1w 1w 171 48 96 28 53 61 91 IM 03 102 135 72 48 144 1e 35 40 81 81 45 68 so 48
54 39 79 91 138 1w m1 1w 1w 108 54 23 47 84 81 IN w 9D 120 84 64 18 31 38 54 72 40 w so 43
80 38 71 52 123 1w 91 137 150 97 w 21 42 48 73 97 54 61 108 88 w 14 28 32 49 w 38 54 72 39
66 32 84 74 111 149 83 125 150 e9 66 19 38 44 68 88 43 74 98 53 so 13 28 29 44 59 33 49 se 35
72 30 s9 68 102 138 18 114 1w el 72 18 35 40 61 9f 45 66 90 48 72 12 23 27 40 54 3D 48 6D 32
78 27 55 63 94 128 70 105 140 75 78 1s 32 37 w 74 42 83 83 48 78 11 22 25 37 w 28 42 55 30 a
18 107 1w 1w 1w Sw '160 1w iw 1w is e2 125 143 1w .1w '80 1w tw iw 18 45 00 tw 1w 1w 118 1w 1w 123 a
24 00 1:0 1w tw 160 Im iw tw 1w 24 47 94 103 1w tw 120 1w tw 129 24 34 67 77 iib 160 87 130 1w 93
30 84 128 145 130 180 150 150 tw lw 30 37 75 88 129 1w 98 145 ISO 103 w 27 54 02 03 124 w 104 138 74 r S
36 sa N9 123 1w 1w IN 1w tw 147 36 31 62 72 108 143 w 121 1w 08 38 22 45 52 78 103 58 87 118 82
42 ��� 48 108 1w 1w 110 ISO 1w 128 42 27 53 e1 92 123 s9 103 137 73 42 19 38 44 8'7 88 49 74 09 53
46 w w 92 139 tw 103 iw iw 110 48 108 23 47 54 81 108 w s0 120 84 46 150 17 34 39 58 77 43 65 87 48
54 38 71 82 123 1w 02 13B tw 98 54 21 42 48 72 s8 53 w 107 57 54 is 30 34 52 69 33M17
w 32 64 74 Ill 147 ffi 124 tw 88 s9 19 37 et 85 4B 72 88 51 Be 13 27 31 47 62 35e8 29 w 87 101 134 75 f13 1w w W 17 34 39 w 78 44 BB 87 47 88 12 24 28 42 w 31#2$C3 27 82 123 w tw 13773 72 18 31 38 54 72 4D w 80 43 72 it 22 28 39 52 2078 25 49 57 85 113 w 95 127 88 78 14 29 31 w 68 37 58 74 40 T8 10 21 24 38 48 27
anx�4oR7tx1P ^11CHW— ANCHOR CUP NOTES: 1
1{ORRONIAL M4a1mM
stazn49 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER
VERML z .%0 Pf>�11Cr k. TO SHEETS 6, 7, 6, & 9.FOR DETAILS AND NOTES.
MULL r't 3 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE • �?t`fejr
3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN
MA2Mom C MAIM 44LA2084 � THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING.
PitMomMIC y PMMCl P=UCT s w 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER r;
LOCATIONS AT HEAD, SIU. OR JAMB ENDS.
a4ct�4e/cuP 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PROI)WTROvtseD }
as comPlYinB pith Gia McMa Q T
HaildN,com 4,-
08 03. �. :♦ .
Acse aeOh10 Z49 l i,
W7 W2
HORIZONTAL MULLION
SPAN
TYPICAL MUWON CLIP ARRANGEMENTS