102 Crown Colony Way - BR18-004674 - WIINDOW REPLACEMENTCITY OF
S NFORD
FIRE DEPARTMENT
T
J "
Building & Fire Prevention Division
DEC 40 PERMIT APPLICATION
Application No: I
Documented Construction Value: $ 4,564
Job Address: 102 CROWN COLONY WAY SANFORD, FL 32771 Historic District: Yes[—]NoFv—(]
Parcel ID: 33-19-30-5QS-0000-0180 Residential Commercial
Type of Work: New- Addition[]Alteration Repair Demo Change of Use[] Move El
Description of Work: REPLACE 4 WINDOWS NON/IMPACT. SIZE FOR SIZE.
Plan Review Contact Person: LINA Title: PERMIT MANAGER
Phone:954-7924415x243 Fax:407-4728380
Name ALEMAN, ROSA
Email: G4afldepeffn4s4@fhaproducts.com
Property Owner Information
Street: 102 CROWN COLONY WAY
City, State Zip: SANFORD, FL 32771
Phone: - 'k"06— iZ64
Resident of property? : OWNER
Contractor Information
Name FLORIDA HOME -IMPROVEMENT ASSOC. Phone: 954-7924415
Street: 3044 SW 42 ST.
City, State Zip: HOLLYWOOD, FL. 33312
Name: N/A
Street: N/A
City, St, Zip: N/A
Fax: 407-4728380
State License No.: CGC061890
Architect/Engineer Information
Phone: N/A
Fax: N/A
E-mail: N/A
Bonding Company: N/A Mortgage Lender: N/A
Address: N/A Address: N/A
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
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 that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code
Revised: January 1, 2018 Permit Application
M110E: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records ofthis county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment ofa plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value ofthe job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OM7NER'SAFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be bone -in ompliance with all applicable lows regulating construction an ning.
r ofdym Date Si f JAgeut D to
t
Print Con rJAgent'sName
ofN -State of Florida bate Id,
o- p a CPS .spy t'f si
Owner/Agent is Personally Known to A0`&\& Contractor/A.gent i Personally Known tow,
Produced ID Type ofID P Produced ID Type of ID.. Q
aQpeuQQ o °
BECOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical 0 Plumbing[] Gas[:] Roof Q
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - l# of Amps Plumbing # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes NoEl APPROVALS:
ZONING: UTILITIES: WASTE WATER:. ENGINEERING:
FIRE: _ _ BUILDING: 5C I • IS' I qC0lV0P1'
4TS: Revised:
January 1, 2018 Permit Application
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:
I hereby name and appoint: LUIS COLLAZO AND MAWRYS RODRIGUEZ
an agent of: FLORIDA HOME IMPROVEMENT ASSOC.
Name ofCompany)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
IN The specific permit and application for work located at:
102 CROWN COLONY WAY SANFORD FL 32771
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name: WAyNF I. B RN TT
State License Number: CGC06 9
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF `'`.L
The fgregoing instrument was acknowledged before me this - day of \ , 200 19, by WAYNE T. BURNETT who ispersonally known
to me or who has produced as
identification and who did (did not) takq/an oath.
No
z
P V Pfee
o State of Florida I1Q12020
OFF OF ..
i
Goc mi siol tvo.'F! 371i461
Rev. 08.12)
nature
Pri t or type name
Notary Public - State of
Commission No.
My Commission Expires:
SCPA Parcel View: 33-19-30-5QS-0000-0010 Page 1 of 2
rArP
COUNTY.
Parcel Information
Property Record Card
Parcel: 33-19-30-5QS-0000-0010
Property Address: 102 CROWN COLONY WAY SANFORD, FL 32771-7720
Parcel 33-19-30-5QS-0000-0010
Owner(s) JALEMAN, ROSA
Property Address 102 CROWN COLONY WAY SANFORD, FL 32771-7720
Mailing 102 CROWN COLONY WAY SANFORD, FL 32771-7720
Subdivision Name CROWN COLONY SUBDIVISION
Tax District S1-SANFORD
DOR Use Code 01-SINGLE FAMILY
Exemptions 00-HOMESTEAD(2005)
b
v
Legal Description
LOT
CROWN COLONY SUBDIVISION
PB 61 PGS 76 - 78
I Taxes
Value Summary
2019 Working
Values
2018 Certified
Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1
s
1
Depreciated Bldg Value 150,945 143,150
Depreciated EXFT Value 3,771 3,563
Land Value (Market) 37,900 37,900
Land Value Ag
Just/Market Value "- 192,616 184,613
Portability Adj
Save Our Homes Adj 81,939 76,212
Amendment 1 Adj 0 0
P&G Adj
s
0 0
Assessed Value 110,677 108,401
Tax Amount without SOH: $2,431.28
2018 Tax Bill Amount $1,000.82
Tax Estimator
Save Our Homes Savings: $1,430.46
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund $110,677 100,500 10,177
Schools$110,677
City Sanford ~ $110,677
25,500
50,500
85,177
60,177
SJWM(Saint Johns Water Management) $110,677 50,500 60,177
County Bonds$110,677 50,500 60,177
Sales
Description Date Book Page Amount Qualified Vac/Imp
QUIT CLAIM DEED 10/1/2015 1 08574 1855 Improved
QUIT CLAIM DEED 3/1/2005 ; 05655 1614 J$
10Oo
o Improved
SPECIAL WARRANTY DEED 1/1/2004 05188 0446$1es ImprovedWARRANTYDEED5/1/2003 04836 0579 32o Vacant
Find Comparable Sagas
Land
Method Frontage Depth Units Units Price Land Value
LOT ' 1 37,900.00 $37,900
Building InformationIsBed/Bath count incorrect? Click Here.
Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Exl Wall Adj Value Repl Value AppendagespActual/Effective
1 2003 1 7 E 3 2.0 1,617 f 2,053 1 1,617 $150,945 $159,309 pDescrition I Area
http://parceldetail. scpafl.org/ParcelDetaillnfo.aspx?PID=3319305QS000OOO I0 11 /14/2018
SCPA Parcel View: 33-19-30-5QS-0000-0010 Page 2 of 2
SINGLE
FAMILY
Permits
CB/STUCCO GARAGE
FINISH ( FINISHED 415.00
OPEN ____...
FINISHED
21.00
Permit # Description Agency Amount CO Date Permit Date
02157
02473--TNEW-
BUILD 25 X 10 ACRYLIC ROOM & ADD NEW SLAB - 18 X 10 SANFORD
SANFORD
1 $11,100
73,766 12/16/2003
7/15/2008
6/6/2003
Permitdata does not originate from theSeminole county Property Appraiser's office. Fordetails or questions concerning a permit, please contact the buildingdepartment ofthe tax district In whichthe property Is located.
Extra Features
Description Year Built Units Value New Cost
PATIO 1 1/1/2008 363 500
PATIO 1 1/1/2008
1
i 1 i 363 500I
ALUM GLASS PORCH 1/1/2008 _ 250 j 3,045 4,200
http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=3319305QS00000010 11/14/2018
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Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #2018135626 Book:9257 Page:1524; (1 PAGES) RCD: 12/4/2018 10:42:25 AM
REC FEE $10.00
THIS INSTRUMENT PREPARED BY:
Name: BARBARA ESPARZA
Address: FLORIQA HOME IMPROVEMENTASSOC. 8034Rt
INPART DR. knt ORL ANDO. FL328 NOTICE OF
COMMENCEMENT State of
Florida County of
Seminole Permit Number.
Parcel 10 Number: 33-19-30-50S-0000-0010The undersigned
hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713.
Florida Statutes, the following Information Is provided in this Notice of Commencement DESCRIPTION OF
PROPERTY: (Legal desorption of the property and street address If available) - LOT 1
CROWN COLONY SUBDIVISION PB 61 PGS 76 - 78 : 102 CROWN
COLONY WAY SANFORD, FL 32771 GENERAL DESCRIPTION
OF IMPROVEMENT: WINDOWS OWNER
INFORMATION.
Name; ALEMAN,
ROSA Address: 102
CROWN COLONY WAY SANFORD, FL 32771 Fee Simple
Tate Holder (ii other than owner) Name: N/A Address. NIA
CONTRACTOR: Name:
FLORIDA
HOME IMPROVEMENT ASSOC. Address: 3044
SW 42 ST. HOLLYWOOD, FL 33312 Persons within
the State of Florida Designated by Owner upon whom notice or other documents may be served as provided
by Section 713.13(1)(b), Florida Statutes. Name: N/
A Address: N/
A In addition
to himself, Owner Designates N/A of To receive
a copy of the LiwwVs Notice as Provided In Section 713.
13(1)()), Florida Statutes. Expiration Date
of Notice of Commencement (The expiration data Is 1 yearfrom date of recording unless a different date
is specified) WARNING TO
OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES,
AND CAN RESULT W YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF
YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING.
WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under-periiiies
of n"e ury, I declare. that I have read the foregoing and that the facts stated in It are true to'the
best of y nbvdedg Viand' 'ief. Owners Slam&
n Owners Printed Name Florida Statute
713.13(1)(1j): -The owner must sign the note of oanmencernent and no one else may be pemnil5ed to sign inn tds or her ateed.' State of
1, L' County of 'S'e' t"l- The foregoing
Instrument was acknowledged before me this 3 day of 120 by— RtZS
C,,— Ve- r`A-C+n Who Is personally known to me r Name of
personmeldng sta:ernen! OR who
has produced Identification type of identification produced: _ Paul Norman
Notary Public
state of
Florida Commission EVIM,
3i1012( ComrrfWon No,
FF 870481 4 Mcon
RECORD COPY
WA
E
Permit #
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
gUILD
16-4014
Project Location Address 102 CROWN COLO
SA NFol,
FORD, FL 32771
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
1. Exterior Doors
Swinging SAN OR
Sliding
P"EWED FOR CODE MPLIANCE A PERMIT ISSUED SHALL BE_CONST UED TO BE A
Sectional
tLICNERENSE
r. r. i v U1 ti R R SET
Roll Up ASIDE ANY OF THE PROVISIONS OF 1 HE TECHNICAL
Automatic DATE r D ' NOR
III ,
H ISSUANCE OF A
Firmi FROM THEREAFTER
ITPREVENT
Other REQUIRING A CORRECTION OF ERR RS IN PLANS,
2. Windows COMi H G
Single Hung CWS 8100 SERIES FL4091.1
Horizontal Slider
Casement
Double Hun
Fixed CWS 8300 SERIES 14093.1
Awning
Pass Through
Projected
Mullions PGT 1 x 3 17-0630.01
Wind Breaker
Dual Action
Other
June 2014
Category/Subcategory Manufacturer Product
Description
Florida Approval #
including decimal)
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category/Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name WAYNE T. BURNETT
Please Print)
June 2014
FHA - DIAGRAM SHEET
I
1/412018 Florida Building Code Online
1..,
movD! "
z ry
BCIS Home (. Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications '.: FBC Staff BclS'.5ite Map Links Search j
dloo Product Approval10 ' USER! Public User
Product Approval Menu > Product or Aoolication Search > :Application List > Application Detail
FL # FL4091-R8
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
352)368-6922 Ext245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
352) 368-6922 Ext 291
jlathrop@cwsicc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
352) 368-6922 Ext221
amonteverde@cws.cc
Category Windows
Subcategory Single Hung
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 FL4091 R8 COI EvalReoort154Fpdf
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDMA/CSA/101/LS.2/A440-05 2005
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008'
PA TAS 202 1994
Equivalence of Product Standards
Certified By
httD:/Iwww.floridabuildina.ora/or/Dr aop dtl.asox?param=wGEVXQwtDquz931%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 1/3
1/4/2018 Florida_ Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/26/2017
Date Validated 09/29/2017
Date Rending FBC Approval 10/08/2017
Date Approved 12/12/2017
Summary of Products
FL Model, Number or Name Description
SH-8100 8100 Vinyl Flange/Fin Frame Single Hung
of Installation InstructionsUse
Approved for use in HVHZ: No ! FL4091 R8 I1 CWS-154F odf'
Approved for use outside HVHZ: Yes j Verified By: Lucas A. Turner 58201
Impact Resistant: No I Created by Independent Third Party: Yes
Design Pressure: +50/-50
Other: SH-8100, Max. size 53.125" x 76". Glass complies
with ASTM E1300-04.
Evaluation Reports
FL4091 R8 AE 'EvalReoort154F.Ddf
Created by Independent Third Party: Yes ;
4091.2SH-8100 SH-8100 Vinyl Single Hung, Non -Impact. Limits
of Use I Installation Instructions Approved
for use in HVHZ: Yes I FL4091 R8 1I CWS-485C.Ddf Approved
for use outside HVHZ: Yes i Verified
By: Lucas A. Turner 58201 Created
by Independent Third Party: Yes ImpactResistant: No Design
Pressure: N/A Other:
SH-8100 Vinyl Single Hung, OX, Max. size 52" x 71", Evaluation
Reports FL4091
R8 AE EvalReoort485C.odf see
installation dwgs., for DR Glass complies with ASTM E1300 Created by Independent Third Party: Yes 04.
409.
1.3 SH 8100 Continuous Head & Sill SH 8100 Vinyl Single Hung Continuous Head & Sill Non - Impact.
Limits
of Use Installation Instructions i
Approved for use in HVHZ: No FL4091 R8 If CWS-442C:12df Approved
for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact
Resistant: No Created by independent Third Party: Yes Design
Pressure: N/A Evaluation Reports Other:
SH-8100 Cont. Hd. & Sill, Max. size 72 7/8" x 61 3/4", FL4091 R8 AE EvalReoort442C.pdf DP +
67.5/-70 psf. Glass complies with ASTM E1300-04. Created by Independent Third Party: Yes 4091A
SH-8100 Continuous Head & Sill j SH-8100 Vinyl Single Hung, Cont. Head & Sill; Non -Impact. Limits
of Use Installation Instruction"s Approved
for use in HVHZ: No FL4091 R8 II CWS-492C.Ddf Approved
for use outside HVHZ: Yes i Verified By: Lucas A. Turner 58201 Impact
Resistant: No Created by Independent Third Party: Yes Design
Pressure: N/A Other:
SH-8100 Cont. Hd. & Sill; Max. size 74 1/8" x 72", see Evaluation
Reports FL4091
R8 AE EvalRebort492C odf chart
on installation dwgs. for DR Glass complies with ASTM Created by Independent Third Party: Yes ; E1300-
04. 4091.
5 1 SH-8100 Oriel 8100 Vinyl Single Hung Oriel w/'HD Meet. Rail `J
Limits
of Use Approved
for use in HVHZ: No Installation
Instructions FL4091
R8 II CWS=293D.ndf Approved
for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact
Resistant: No Created by Independent Third Party: Yes Design
Pressure: +60/-60 Evaluation Reports Other:
SH-8100, Max. size 52" x 96", Oriel. Glass complies I FL4091 R8 AE EvaiReoort293D:Ddf with
ASTM E1300-04. i Created by Independent Third Party: Yes Contact
Us ::: 2601 Blair Stone Road Tallahassee FL. 32399. Phone: 850-487-.1824. The
State of Florida is an AA/EEO employer. Coovrioht2007-2013 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 inresponse to a public -records: request, do :not send electronic mail tothisentity. instead, contact the office by phone: or bytraditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section htin-tlwww:ilnridahuildino.
oralor/or aoo dtl.asox?Daram=wGEVXQwtDouz931%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%o3d 2f3
1/4/2018 Florida Building Code Online
455.275(1),. Florida Statutes, effective October 1, 2012, licensees licensed under Chapter455, F.S. must: provide the Department with an email address if they have
one:. The emails provided may be used forofficialcommunication with the licensee-. However email addresses arepublic record. If you do not wish to supply a personal address, pleaseprovidetheDepartmentwithanemail'. addresswhich. can be made available to the public. To determine if you area licenseeunder Chapter 455, F.S., please clickhere . Product Approval Accepts:
Credit Card' Safe
Miffic httD://
v
v.
floridabuildino.ora/Dr/Dr aDo dtl.asox?Daram=wGEVXQwtDquz931%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 3/3
URNER
ENGINEERING &
CONSULTING, INC'.
1.239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report 1,54E
August 28, 2017
Product Description; Series 8100 PVC Single Hung Window, Non Impact, 53 1/8" x 76" unit
size, 54 3/8" x 77 1 /4" flange size
Manufacturer: Custom Window Systems, Inc. 1900 SW 44d' Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above -listed product per the requirements
of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the
requirementsof the 6th Edition (2017).Florida Building. Code outside 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-154F, signed and sealed by Lucas A. Turner, P.E. 3)
Test Reports NCTL-210-3809-1 and -1A, from National Certified Testing Laboratories, Orlando,
FL signed and sealed by Gerard J. Ferrara, P.E. a.
Testing Performed AAMA/WDMA/CSA 101/l.S.2/A440-08 4)
Supplemental Calculations to support CWS-154F, signed and sealed by Lucas A. Turner, P.
E. Installation:
Units must be installed according to approval document CWS-1.54F. Limitations
of Use: This product: May
be used in the configurations and sizes and withdaylight openings as indicated in CWS-154F
Achieves design
pressures as indicated in comparative analysis table in CWS-154F Is non -
impact and requires the use of shutters in windborne debris regions. May not
be used in the High Velocity Hurricane Zone Requires glass
as shown in,CWS-154F Requires Quanex (
Mikron) white rigid. PVC extrusions as shown in CWS-154F' 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. Lucas
ti
8/
28/
20175 Turner Lucas
A. Turner, P.E. 2017-08-30 15:58+
20:00 r ec STATE OF:
7 4 FL PE #
58201 r,, ( •, ti
sr{# j
il Ny ti 1
3611116MAX.
SASHHEIGHT
63 5/16"
MAX
OVERALLFLANGE
HEIGHT
62 1116"
MAX
SINGLE HUNG -NDN-IMPACT
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREINIS DESIGNED AND MANUFACTURED SHOWN. W/DIFFERENT OPTIONS) TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT 54
318" EDITION. MAX
OVERALL FLANGE
WIDTH TH54 31OVERRALL --' 2.
GLAZING OPTIONS: (SEE SHEET 2) 531/8"
FLANGE WIDTH MAX. UNIT
WIDTH 3. CONFIGURATIONS: "OW.. 531f8' 4815116' --
iGLASSDLO ..
MAX. UNIT WIDTH 4. DESIGN PRESSURE RATING (SEE SHEET 2): NEGATIVE DESIGN
LOADS BASED ON, TESTED PRESSURE AND I GLASS
TABLES ASTM E-1300-04B01/09. GLA55.DL0 '.I -POSITIVE DESIGN LOADS BASED ON, TESTEDPRESSURE, WATER I INFILTRATION TEST
PRESSURE AND GLASS TABLES 1335116" 691(
2'. ASTME-1300-0401/09. O 1 GLASS
MAX DLO OVERALL 33
116" 5.ANCHORAGE: THE 33.1/3%STRESS INCREASE HAS NOT BEEN USED Q I FLANGE
O. GLASS IN THE DESIGN OF THIS PRODUCT, SEE SHEET 6 FOR ANCHOR jl, HEIGHT DLO
DETAILS. WINDLOAD DURATION .FACTOR Cd=1:6 WAS USED FORWOOD 68114" ANCHOR CALCULATIONS.
a MAX 6
I UNIT
6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE HEIGHT I XC333/
8" 303/16"26 SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. L. 6 -GLASS
MA,y GLASS I. D -DLO - SASH HEIGHT. 4 ? DLO
S 7.ALL FRAMES AND VENTS FULLY WELDED, SMALL JOINT SEAM SEALANT- l J USED.
ATFIXED MEETING RAIL AND JAMB. An I 8.
SERIES I MODEL DESIGNATION SH-8100. 6I 6
5116 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: 46GLASSOLD X =
OPERABLE SASH, 0= FIXED SASH GLASS DLO EQUAL SPLIT5HI
SASH ORIEL 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION, 54 3/8"
11.
EXTERNALWEEP SLOT =1/2" x 2-1/2" LOCATED 4" FROM BOTH ENDS. MAX OVERALL FLANGE WIDTH-
531/B" ----
j{ MAX.
UNIT WIDTH. 48.
15116" Lucas GLASS
DLO I Turner
2017-08-30 17:
10+20:00
O 33'5116' GLASS
HEIGHT MAX SASH
tj
h X
2011/
16"
GLASS HEIGHT I f
DLO
46
511.
6' --. GLASS
OLD 60/40
SPLIT ORIEL
TABLE: OF CONTENTS GENERAL
NOTES & ELEVATIONS t.
OP CHARTS & GLAZING DETAIL
2 SECTION VIEWS & ALT. FRAME.......
3 EXTRUSIONS & B.O.M.......... ...............
4. ANCHOR SCHEDULE & NOTES 5.
INSTALLATION DETAILS..... 6 CONFIG.
MAX. UNIT SIZE
DESIGN PRESSURE RATING IMPACT RATING EQUAL 53-1/8"
x 76" SEE COMPARATIVE ANALYSIS CHART, SHEET NONE 5
HI ORIEL
53-
1/8" x 68-1/4" NONE 60/40 ORIEL 53-
1/8" x 62-1/16" NONE 1900 SW44TH.AVE, OCALA,
FLORIDA 34474 WWW.
CWS'.CC 8100
PVC SINGLE HUNG
NON -IMPACT
g z :
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K I- z. 8/28/
2017 LUCAS
A.
TURNER, P.E.
FL PE # 58201 1239 JABARA
AVE. NORTH PORT,
FL34288 PH. 941-
380-1574 EETDESCRIPTION:
GENERAL NOTES AND ELEVATIONS
AWN
BY: DATE: BAT
04/
29/08 vD
4: REV.: CWS-154
FALE: SHEET
1:33.33
1.0176
Design Pressures(PSF) with Glass Types A, B, C, or
Unit Sash Unit Widths (in.)
Heights(In.) Heights;(in.) 23 1/2 27 1/2 29 1/2 31 1/2 35 .1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8
35 1/2 17 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75
39 1/2 19 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75
41 1/2 20 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -73.1
43, 1/2, 21 50 / -75 50 / -75 50,/ -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 SO / -75 50 / -73.4 50 / -70.6
47 1/2 23 1 +50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -6B.9 50 / -66:2
51 1/2 25 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50/ -75 50 / -75 50 / -75 50 / -72.7 50 / -65.2 50 / -62.6
53 1/2 26 50/ -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75: 50 / -75 50 / -71 50 / -63.6 50 / -61
55' 1/2 27 50 / -75 50 /-75 50J -75 50 /-75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -69.5 50 / -62.1 50 / -59.5
59 1/2 29 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-66.8 +50/-59.5 +50/-57
63 1/2 31 +50/-75 +50/-72.9 +50/-72 +50/-71.6 +50/-71.6 +5D/-71.6 +50/-71.6 +50/-71.6 +50/-64.6 +50/-57.3 +50/-54.8
65 2/2 32 +50,/-73.2 +50/-69.1 +50/-68 +50/-67.4 +50/-67 3 +50/-67.3 +50/-67.3 +50/-67.3 +50/-63.6 +50/-56.4 +SO/-53.9
97 _ 1/2 33 +50 / -69.8 +50 / -65.6 +50 / -64.4 +50 / -63.7 +SO / 63.4 +50 / -63.4 1 +50 /-63.4 +50 / -63.4 +50 / -62.7 +50 / -55.5 +50/-53
71 1/2 35 +50 / -64 +50 / -59.7 +50 / -58 3 +50 / -57.3 +50 / -56, 5 +50 /-56.!
74 3/4' 36 5/8 +50/-59.9 +50/-55.6 +50/-54.1 +50/-53 +50/-51.8 +50/-51.-,
76 37 1/4 +50 / -58.5 +50 /-54.1 +50 / -52.6 +50 / -51.5 +50 / -50.2 +50 / -50
7/8" OVERALL 718" OVERALL
1/8' ANNEALED--3116' ANNEALED
5/8" AIRSPACE 112" AIRSPACE
1/8" ANNEALED I -3116" ANNEALEDI
I SIKAFLEX 552 OR
46 SIKAFLEX552 OR A8 PURFECT GLAZE"H' PURFECT GLAZE "H"
T ._.,,..... i _I
GLASS BITE iIT GLASS BITE
GLASS TYPE A
NOTE:
IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE.
GLASS TYPE B
5 +50/-56.5 50./.-56.5 SO/-53.9 50/-51.5
7 +50/-51.7 50/-51.7 501-51.7 594-619
50/-50 50/-so 50/-50
718" OVERALL j-718, OVERALL
1/8' TEMPERED 3116" TEMPERED
5/8" AIRSPACE 1/2"AIRSPACE
1/8" TEMPERED r--3116" TEMPERED
SIKAFLEX.552 OR
PURFECT GLAZE "H"
SIKAFLEX 552 OR46PURFECTGLAZE "H`
112" GLASS SITE 112" GLASS BITE
GLASS TYPE C GLASS TYPE D
1900 SW44TH AVE.
OCALA. FLORIDA 34474
wwW.CWS.cc
81.00 PVC
SINGLE HUNG
NON -IMPACT
a
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8/2812017
LUCAS A. TURNER', P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FIL34288
PH,941-380.1574
1EET DESCRIPTION:
OMPARATIVE ANALYSIS
AND GLAZING DETAILS
uwN BY: 5ATe:
BAT 04/29/08
NG#: REV.;
CWS-154 F
ALE SHEET
1::1 12 OF 6
INTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE,
RI A34474WW.W.CWFLORIDA
i 45 - 2 54 (`2 3 13 35 i32 d. 45
o 8100 PVC
E SINGLE HUNG
Q 70 !
NON -IMPACT
O*
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33
o
LUCAS A. TURNER, P,E.
C_, Q FL PE # 58201
1239 JABARA AVE.
30 - NORTH: PORT, FL 34288
y5 PH.; 941-360-1574 i
SHEET DescRianDN: SECT
ALTERNAT OFIN.FRAME
SECTION VIEWS
SECTION A -A
DRAWNSY:. DATE:
BAT 04/29/08
OWG# REV.:
CWS-154 F
NOTE: ITEMS NOT SHOWN FOR CLARITY:
20, 23,25-26, 31, 36, 37, 4a, 51-52, 55-56, 64, 67.68 scA E` SHEET
1:2 3OF6
tp., 0.270 x
x 2-1/2 PH I
x 0,625 Ph I
x 1.250PPh'.
x3/4FHPt
am Sealer, t
p Plug, 1/2"
ailex 552 or
t.: SIR., 85 D
nporary Lbl.
VS Lblt (logc
ass Fixed (,
ass Sash (f
acer. (see st
acer(see sl
21
PVC FRAME FIN
H-6026
1 ,1$ _-
9
5116"
79
f- -ills"
PVC SCREEN SUPPORT
S-6014
sits•--y
i104J 1116"
PVC SASH BTM. RAIL
H-6028
1 3116' -+-
1
1 5/8'
1/16'
PVC SASH SIDE RAIL
H-6004
1 va" I-
12" {I -
IK 8
PVC SCREEN CATCH
S-6013
roLabel 314518
ry
t- -I
t-1IIf (
I
36" -1 13
L -
7rtfi" 1/16" I1
F:
SBRlSSR REINF. SASH MTG. RAIL REINF. SBRH-1497
1498 112"--{may
3116"1
f_ 0
T SCREW
SUPPORT
P-3113
vraseal uraseal
olmetai
Alum
01metal Alum
Ulmetal Plastic
etterwe Fiberglass
Dapa Vinyl
Bummd Alum
Screen SS
Mikron Vinyl
Plastics Nylon
Mikron Vinyl
LINE ITEMS'
NOT US. 41 NOTE:
ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 6-7, 11, 21-23.29, 3L41-43, 47, 49-SD, 57-61 I-- 2
3116" — 1 5I18"
PVC SASH
MTG. RAIL H-6027'
112— T-___
F
TI-I 0 2118" - - 1/
16, FIXED MTG.
RAIL H-1636
1 3
9' l— 3118"
L
V,
6' PVC 'SASH '
STOP S-6029
7l8" I
1s
1 PVC
GLAZING
BEAD S-6064
9!t
6" i-- 1
1 5/
16" PVC FIXED
RAIL COVER S-6063FRAMECORNER
CONSTRUCTION CORNER
WELD
ALL. SIDES)
1:8
37 FIXED
MEETING
RAIL SCREWED TOGETHER
WITH OUTERFRAME 1:
8
0=9008.
WINDOW SYSTEMS
1900 SW
44THAVE. OCALA, FLORIDA
34474 W W
W .CW&CC 8100 PVC
SINGLE HUNG
NON -IMPACT
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8/
28/2017
LUCASA. TURNER, P.
E. FL PE # 582D1
1239 JABARA AVE.
NORTH PORT; FL
34288 PH. 941-380-
1574 BOM AND EXTRUSIONS
BAT 04/29/
08 NG'#:' REV.: CWS-
154 F
ALE: SHEET 1
B 40F6
14: MAX. O.0
6- MAX (TYF
6" MAX. (TYF
IQ:
MAX. O.C.
TYP.)
4' (TYP)
4 (TYP)
ANCHOR LAYOUT - (FLANGE)
4" MAX.
4" MAX.
TE 2
8" MA
n
THRU FRAME AN
MEETING RAIL AT FIXED MEETII
CENTERLINE (TYP.)
NSTALLATION
ANCHORS TYP.
ANCHOR LAYOUT - (FIN)
TE2
INSTALLATION
ANCHORS TYP.
NOTES:
1, INSTALL -ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR .SPACING SAME AS HEAD.
2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX, ALLOWABLE SHIM STACK TO BE IM". 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,
3. ANCHOR' TYPE, SIZE, SPACING -AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1. SHEET 6.
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
BE PROTECTED TO PREVENT REACTION.
f5, INSTALLATION ANCHORS SHALL. BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION .INSTRUCTIONS, AND ANCHORS SHALLNOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
SPECIFIEDINTABLE 1. SHEET 6. 6.
ANCHOR EMBEDMENT TO SUBSTRATE SHALL. BE. BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMUOPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE- 1X BUCKS ARE OPTIONAL.
7.
A.MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1 FOR WOOD AND METAL. 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. SUBSTRATESSHALLMEETTHEMINIMUMSTRENGTHREQUIREMENTSASSHOWNINTABLEI, SHEET 6. 'CONCRETE AND MASONRY. SUBSTRATES MAY NOT BE CRACKED. 9.
SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA100(FINWINDOWS).FMA/AAMA200(FLANGE:W.INDOWS), FMA/WDMA.250(BOXWINDOWS),:FMAJAAMA/WDMA300(EXTERIORDOORS) 1900
SW 44TH AVE. OCALA,..
FLORIDA 34474 W
WW;CWS.CC 8100
PVC SINGLE
HUNG NON -
IMPACT 6
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58201 ••'
v: :4: P_
STATE OF :?
43 2 3017 LUCAS
A. TURNER,
P.E. FL PE It
58201 1239 JABARA AVE.
NORTH PORT, FL
34288 PH.941-380.
1574 ANCHOR SCHEDULE NOTES
BAT 04/
29/
08 VGM REV.; CWS-
154 F
ALE: SHEET 1:
25 5
OF 6
MIN. EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLET I SUBSTRATE
BY OTHERS
MIN, EDGE DIST. 1/4" MAX
SHIM
SEETABLE 1
SEE TABLE-t.
SUBSTRATE BY OTHERS--_ I --FSEETABLEI MIN. EDGE DIMIN. EMBEDMENT SEE TABLE'1
PERIMETER SEALANT SEE TABLE IIBYINSTALLER _j INSTALLATION ANCHOR- INSIDEAND
OUT SEETABLE SEALANT BEHIND—
i FLANGE
BY
INSTALLER 1!-0" MAX: SHIM INSTALLATION ANCHOR
SEE TABLE
1 V4" MAX.
SHIM SEALANT BEHIND -
FLANGE BY
INSTALLER: \ C PERIMETER SEALANT
MIN. EMBEOMEN' BY INSTALLERSEETABLE1INSIDEAND
OUT SUBSTRATE. BY
OTHERS SEE TABLE`
1I —— MIN, EDGE DIST. SEE TABLE
1 A VERTICAL
SECTION. b TYPICAL
SILL ANCHORAGE e.R
PERIMETERSEALANT
BYINSTALLER INSIDE
AND
OUT SEALANTBEHIND FLANGE
BY
1NSTALLEI BHORIZONTAL
SECTION 6 TYPICAL
JAMB ANCHORAGE TABLE 1:
APPROVED INSTALLATION FASTENERS FRAME TYPE
SUBSTRATE. TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE NGE
CON
HOLLOW
OR
GROUT -FILLED CMU.(117 PCF MIN. 3116" ITW TAPCON- 1" FLANGE FLANGE
GROUT -
FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" FLANGE 2X
MIN.. SOUTHERN PINE (G=0.55) 3/16"ITW TAPCON OR ELCO
ULTRACON 1-3/8" 7/8" FLANGE 2XMIN,
SOUTHERN PINE (G=0.55) 10 WOOD SCREW 1-3/8" 7/8" FLANGE 16
GAUGE (0.060") MIN... STEEL. STUD 33 KSI
YIELD MIN). S10-16
HILTI KW IK-FLEXOR I1W TEKS SELF -
DRILLING SCREW FULL THREAD
THRU 0.
060" 7/16" FLANGE 1/
8"
ALUM. (6063-T5 MIN.) OR 1,T
STEEL (33 KSI MIN.) 410 GRADE
5 SELF -TAPPING / DRILLING SCREW
FULL THREAD
THRU 0,
125" 7/16" FIN 2X
MIN. SOUTHERN PINE (G=0.55) 910 WOOD SCREW 1-1/2" 1/2" MIN. EDGE
DIST. SUBSTRATE- SEE TABLE
1 BY OTHERS 1900 SW 44TH AVE. SEE --.TABLE .
I OCALA, FLORIDA 34474 1/4"
MAX. SHIM WWW.CWS.CC - I 8100
PVC SINGLE HUNG
SEE TAB
EBEDMENT NON=IMPACT Q— PERIMETER
SEALANT BY INSTALLER
Z 0 u p Q w: 0 W l- nIINSIDEAND
OUT W O ZO Z It Q to3 } O IL :5. m INSTALLATION ANCHOR
Z Z T 2I Q 0: w 0 O SEE TABLEtOUOF- O''j Qr= F Ir U U) Z aI- n a SEALANTBEHIND FINBY
INSTALLER ZF- 0 (9-,--U. C SECTION
QzUZLOHORIZONTAL I-OBTYPICAL
FIN ANCHORAGE HEAD AND
SILLSIMILARFOR FIN INSTALLATION a 2 }
Z
O W OamtnCIWV)W IL z
a" a0 u~i ia
wX y57 1
Af>S/
2017 r/oxLUCASA. TURNER, P.E. FL PE #
58201 PERIMETER SEALANT--
1239. JABARA AVE. BY INSTALLER
NORTH PORT, FL 34288 INSIDE AND
OUT PH. 941-380-1574 p 'HORIZONTALN6BOXFRAMEINSTALLATION
SHEET DESCRIPTION SIMILAR FOR SILL
AND JAMBS FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE
REMOVAL NOTE:
PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO ANDINCLUDINGABOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: oRAwN sr, DATE! BAT 04/29108
MIN. 1/4"
FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED rDWGa: REV.: INSIDE AND OUT,
FULL PERIMETER, BY INSTALLER, CWS-154 F PRODUCT ANCHORAGE ISINACCORDANCEWITHREQUIREMENTSASSHOWNFORFLANGE
WINDOWS. SCALE: SHEET 1:2 6
OF 6
1/4/2018 Florida Building Code Online
2
3)
YBCIS'Home. ; Log In User Registration Not Topics SubmitSurcharge Stats & Facts I Publications FBC Staff BCIS Site Map i. Links '. Search
t"OCIC d
al Product Approval
USER: Public User
Product. Approval Menu > Product or Application, Search > AODlication List ..> Application Detail
FL # FL4092-R8
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email'
Authorized Signature
Technical Representative
Address/Phone/Email
Custom Window Systems Inc.
1900 SW 44th Avenue
Ocala, FL 34474
352)368-6922 Ext245
kpine@cws.tc
Kevin Pine
kpine@cws.cc
Jay Lathrop
1900 SW 44th Ave
Ocala, FL 34474
352)368-6922 Ext291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
352) 368-6922 Ext221
amonteverde@cws.cc
Category Windows
Subcategory Horizontal Slider'
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report- Hardcopy Received
Lucas A. Turner
PE-58201
Keystone Certifications, Inc.
07/21/2020
Steven M. Urich, PE
9; Validation Checklist- Hardcopy Received
FL4092 R8 COI EvalReport223E.pdf
Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
PA TAS 202 1994
http://Www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDquz931%2b4g5faOOzM2M4GTnBAwwDnjlGdio%a3d 1/2
1/4/2018 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/27/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
Summary of Products
FL # Model, Number or Name Description
r-- i 4092.1 l HS 8200 8200 Vinyl Flange and Fin Horizontal Sliding Windowyg _._
Limits of Use I Installation Instructions
Approved for use in HVHZ: No FL4092 R8 II CWS-340E.pdf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Created by Independent Third Party: YesImpactResistant: No
Design Pressure: N/A Evaluation Reports
Other: HS-8200, 54 x 62, 2 lite, DP 45 PSF; HS-8200, 125 F1.4092 R8 AE EvalReport340E.Ddf
5/8 x 62, 3 lite, DP 30 PSF. Glass complies with ASTM E1300- Created by Independent Third Party: Yes
04.
HS-8200 Vinyl Flange/Fin Horizontal Sliding WindowZ4092.2 HS-8200
Installation InstructionsLimitsofUse
in HVHZ: No FL4092 R8 II CWS-223E.odfApprovedforuse
HVHZ: Yes Verified By: Lucas A. Turner 58201Approvedforuseoutside
Impact Resistant: No Created by Independent Third Party: Yes
40/-40 Evaluation ReportsDesignPressure:
PVC Horizontal Slider, XO or OX, 72" x 72", FL4092 R8 AE EvalRegort223E.DdfOther: HS-8200
j DP 40 PSF. Glass conforms to ASTM E1300-04. Created by Independent Third Party: Yes
1 HS-8200 PVC Horizontal Slider, OX or XO_-- 1 _ 14092.3 HS-8200
t— -- — —
Limits of Use — Installation Instructions
FL4092 R8 II CWS 486C.DdfApprovedforuseinHVHZ. Yes
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A. Evaluation Reports
Other: HS-8200 PVC Horizontal Slider, XO or OX, 74" x 54". FL4092 RB AE EvalReDOrt486C.Ddf
See Installation drawings for Design Pressure. Glass complies Created by Independent Third Party: Yes
with ASTM E1300 04....................._---
Et;i v.4
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Copyright 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 electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please.contact 850.487.1395. `Pursuant to Section455.275(1), FloridaStatutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide theDepartmentwith an email address If they have one. The emails 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 if you are a licensee under Chapter 455, F.S., pleaseclickhere . Product
Approval Accepts: WN
Credit
Card Safe
mmm
htt//
www.floridabuildin or / r/ r_a dtl.as x? aram=wGEVXQwtDquz931%2b4g5faOOzM2M4GTnBAwwDnjlGdio%3d 2/2 p:
9• 9 P P PP_ P P
TURNER
ENGINEERING &
CONSULTING, INC.
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report — CWS-223E
September 7, 2017
Product Description: Series 8200 PVC Horizontal Slider Window, Non Impact, 72" x 72" unit
size XO or OX
Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above -listed product per the requirements
ofFAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the
requirements of the Oh Edition (2017) Florida Building Code outside 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-223E, signed and sealed by Lucas A. Turner, P.E.
3) Test Report NCTL-210-3870-1 and -1A, from National Certified Testing Laboratories,
Orlando, FL signed and sealed by Gerard J: Ferrara, P.E.
a. Testing Performed: A.AMA/WDMA/CSA 101/I.S.2/A440-08
4) Supplemental Calculations to support CWS-223E, signed and sealed by Lucas A. Turner,
P.E.
Installation: Units must be installed according to approval document CWS-223E.
Limitations of Use: This product:
May be used in OX or XO configuration in sizes up to 72" x 72" unit size, with max.
glass daylight widths as shown in CWS-223E
Achieves. design pressures as indicated in comparative analysis tables in CWS-223E
Is non -impact and requires the use of shutters
May not be used in the High Velocity Hurricane Zone
o Requires glazing as shown in CWS-223E
Requires Quanex (Ivlikron) white rigid PVC extrusions as shown in CWS-223E
Certification of Independence: I do not have, nor do I intendto 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 thisproduct.
ttrrtrJ
f t0
E r'
Lucas
4
1 5+' . 9/
07/2017 Turner
a `
Lucas A. Turner, P.E. 2017-
09-16 90STATE OF FL PE #58201 09:23+
20:00 nfi, c o F!a,P,: l'
Jitrtttit
HORIZONTAL SLIDER - NON -IMPACT
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS.:...1
DP CHART & GLAZING DETAILS ...2
SECTION VIEWS & ALT. FRAME ..: 3
EXTRUSIONS & B.O.M',..:.. ...4
ANCHOR SCHEDULE & NOTES ......5
INSTALLATION DETAILS....................:6
GENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE,FLORIDA BUILDING CODE (FBC). CURRENT
EDITION .:
2. GLAZING OPTIONS: :(SEE .SHEET 2)
3.:CONFIGURATIONS: "OX".."XO".
4. DESIGN PRESSURE RATING ,(SEE SHEET Z): NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSUREAND
GLASS TABLES ASTM E-1300-04e01109.
POSITIVE :DESIGN .LOADS -BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04e01109,
5.:ANCHORAGE: THE 33'113%STRESS INCREASE HAS NOT BEENUSED
IN THE DESIGN OF THIS PRODUCT SEE SHEET 6FOR ANCHOR
DETAILS, WINDLOAD DURATION FACTOR Cd=1..6 WAS USED FOR WOOD
ANCHOR CALCULATIONS.
6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE
SYSTEM IS REOUIRED IN WIND BORNE DEBRIS REGION.
7. ALL FRAMES AND VENTS FULLYWELDED. SMALL JOINT SEAM SEALANT
USED AT FIXED MEETING RAIL .AND JAMB.
8. SERIES / MODEL DESIGNATIONHS-8200.
9. THE DESIGNATION ,X AND 0 STAND FOR THE FOLLOWING:
X= OPERABLE. SASH, O = FIXED SASH
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION.
11, EXTERNAL WEEP SLOT = 114" x 1" LOCATED 4" FROM BOTH ENDS.
MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING
SEE COMPARATIVE ANALYSIS NONE72" x 72" CHART, SHEET 2
Lucas
Turner
2017-09-16
07:28+20:00
0029M.R9, . W INDOW,SYSTE?AS
1900'SW 44TH AVE.
OCALA, FLORIDA. 34474
W WW.CWS.CC
8200 PVC
HORZ. SLIDER
NON -IMPACT
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9/07/2017
LUCAS A. TURNER, P.E.
FL PE # 5B201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
AWN BY: DATE:
ADE 09/12/07
VG tt REV.:
CWS-223 j E
ALE: SHEET
1:14.29 1 OF 6
Equal Split-OXorXODesign Pressures (PSF)
Unit
Height Glass
Unit Width (in.)
in:) Type 351/2 391/2 431/2- 471/2 511/2 55.1/2 591/2 631/2 671/2 _ 72
A 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0. 58.6 / -58.6 51.4 / -51.4 45.5 / -45.5 40,0 / -40.0
35 1/2 B, C, D 60.0 / -60,0 60.0 / -60.0 60.0 / -60.0 60,0 / -60.0 60.0./ -60.0 60.0 / -60.0 58.6 / -58.6 51.4 / -51.4 45.5,/ -45.5 40.0J -40.0
A. 60.0 / -60.0 60.0 / -60.0 60.0./ -60.0 60.0 / -60.0 60.0 / -60:0 60.0 / -60.0 58.6 / :-58.6 51.4 / -51.4- 45.5 / -45.5 40.0 / -40.0
39.9 /2 B; C, D 60.0 / -60:0 60.0 / -60.0 60.0 / -60.0 60.0/ -60.0 60.0 / -60.0 60.0 / -60.0 58.6/ -58.6 51.4 / -51.4 45.5 / -45.5 40.0 / -40.0
A 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 60.0J -60.0 60.0 / -60.0 60.0 / -60.0 58.6 / -58.6 51.4 / -514 45,5 / -45.5 40.0 /-40.0
43112
B. C, D 60.0J-60.0 60.0/-60.0 60.0/ -60.0 60,0/•60:0 1 60.6/-60.0 60.0/-60.0 58.6/-58.6 51.4/-51A 45.5/-45.5 40.0/-40.0
A 60.0 J -60.0 60.0 / -60i0 60.0 / -60.0 60.0 / -60.0 60.0/ -60.0 60.0 / -60.0 58.6 / -58.6 51.4 / -51.4 45.5 / -45.5 40.0 / -40.0471/2
B.C.D 60.0/-60.0 60.0/-60.0 60.0/-60.0 0/-60.0 60.0/-60.0 60.0/-60.0 58.6/'-58.6 51.4/-51:4 45.5 -45.5 40.0/-40.0
A 60.0J.-60.0 60.0/-60.0 60.0/-60.0- 60.0/-60.0 60:0/-60.0 60.0/-60.0 58.6/-58.6 S1.4/-51.4. 45.5 -45.5 40,0/-40.0.
51112 B,C:.D 60.0J-60.0 60.0/-60.0:.+60.0/-60.0 60.0/-60.0 60.0/-600 60.0/-.60.0 58.6/-:58.6 51.4/-51.4 45.5./-.45.5 40.0/-40.0.
A 60.0 -60.0 60.0/-60.0-...+60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 58.6/-58.6 51A/-51.4 45.5/-45.5 40.0/_-40.0551/2
0, C, D 60.0 / -60.0 60.0 J =60.0 60.0 / -60.0 60.0 / -60.0 60.0 / -%0 60.0 / -60.0 58.6J -58.6 51.4 / -51.4 45.5 / 45.5 40.0 / -40.0
A 60,OJ-60.0 60.0 -60.0 60.0 / -60.0 60.0 / -60.0 60.0 /-60.0 60:0 / -60.0 58.6 / -58.6 51.4 / -51.4 45.5 -45.5 40.0 / -40.0
59 1l2
B, O60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 58.6/-.6 51:4 5J•45.5 40.0/-40.0C,D
A 600.0,
0/-60.0 60.0/-60.0 60.0./-60.0 60.0/-60.0 55.87-55.8 54.81-54.8 53.8/-53.8 51A/-51.4 45.5J-45.5 40.0/-40.0.
631/2 8,C,0 6/-60.0 60.0/-,60.0 60.0/-60.0 60.0/-60.0 59.7/-59.7 56.5/-56.5 53.8/-53.8 51.4/ -51.4 45.5/-45.8 40.0J-40.0
A 60.0 / -60.0 60.01-60.0 60.0 / -60.0 56.6 / -56.6 51.8 / -51.8 50.2 / -50.2 49.7 / -49.7 47.41-47.4 45.5 / -45.5 40.0 /-40.0.
67 1 /2
B, C, D 60.0 J -60.0 60.0 / -60.0 60.0 / -60.0 58.9 / -58.9 55.3 / -55.3 52.3 /-52.3 49.7 / -49.7 47.4 / -47.4 45.5 / -45.5 40.01 -40.0
A 60,0/-60.0 60.0/-60.0 58.5/-58.5 54.2/-54.2 48.4/-48.4' 45.9/-45.9 45.6/-45.6 43.61-43.6 41.S/-41.8 4 0
72
B,C,D 60.0/-60.0 60,0/-600 58.5/-58.5 54.5/-54.5 51.1/-51.1 48,2/-482 45.SJ-45.6 43.6/-43.6 41.8./-418 40.0/-40.0..
7/8" OVERALL
118" ANNEALED
518" AIRSPACE.
1/8" ANNEALED
SIKAFLEX 552 OR
PURFECT GLAZE "H"
1/2" GLASS. SITE
7/6" OVERALL
3116" ANNEALED
1/2" AIRSPACE
3116" ANNEALED
SIKAFLEX 552 ORPURFECTGLAZE"H"
1/2' GLASS BITE
r- 718" OVERALL
118 TEMPERED.
518" AIRSPACE
V8" TEMPERED
X552 OR. TGLAZE"H"
SITE
GLASS TYPE A GLASS TYPE B GLASS TYPE C
NOTE: IF -SIZE -INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE
I_
7/8" OVERALL
311V TEMPERED
1/2" AIRSPACE
3116" TEMPERED
4 SIKAFLEX 552 OR
J PURFECT GLAZE.'H'
1/2" GLASS BITE
GLASS TYPE D
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
www.cws.cc
8200 PVC
HORZ. SLIDER
NON -IMPACT
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07/2017 LUCAS
A. TURNER, P.E. FL
PE # 58201 1239
JABARA AVE. NORTH
PORT, FL 34288 PH..
941-380-1574 SHEET
DESCRIPTION: COMPARATIVE
ANALYSIS AND
GLAZING DETAILS DRAWN
BY: DATE: ADE
09/12/07 OWGN:
REv.; CWS-
223 I E scnLE:
SHEET 1:
1 2 OF 6
INTERIOR
SECTION VIEW A -A
NOTE: ITEMS NOT SHOWN FOR CLARITY:
22, 30-31
1NTERIOR
SECTION VIEW 6-B
NOTE: FIXED LITE AT HEAD
AND SILL IS SIMILAR,
SECTION VIEW C-C
ALTERNATE FIN FRAME
1900 SW44THAVE,
OCALA, FLORIDA 34474
WwW.cws.cc
8200 PVC
HORZ. SLIDER
NON -IMPACT
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No 53201 '• 10
STA'[E OF •:W
9/07/2017
ATLUCASA. TURNER, R, P.E. .E.
9RFLP8E #
5201 19JAAVE.
TOT0LNORH PRF34288
81PH. 3-574 ADE
109/12/
07 GWS-223 1:2
1 3
OF 6
1 29
41
211116"'
3
PVC FRAME FIN
H-6026
j-- 2 3/.18"
lIl 1!16'
PVC SASH MTG: RAIL
H-6027
1 3116'
8
1 618' q
L
PVC SASH TOP/BTM RAIL
H-6004
1 16116" —j
I I0
1 sl8"
L 6'
PVC SASH SIDE RAIL
H-6028
2
21118" - '--j-1116"
FIXED MTG RAIL
H-1836
CORNER CONSTRUCTION (C 00 -MWINDOWSYSTEns
1900$W 444TH'AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC.
CORNER WELD
ALL SIDES)
1:8
FIXED MEETING RAIL
SCREWED TOGETHER WITH
OUTERFRAME
1:8
Ornef Key
8 x 16 Fiberglass7116"
l Nylon 1 114" 11I8'
112'-
1 1!8"
5116" I
3/4'
3116'
518._„
155 Dias, Blk. J1
SS
t L-_11,;0 L1116" g
PVC ticfiUllralaD Rubber ROLLER TRACK HORZSCRN ADAPTOR VERT SCRN ADAPTOR REINF. SBR/SSR REINF. SASH MTG. RAIL
S-1497PVCS-1776 S-6013 S-6014 S-1498'
PVCModifiedTruss, TEK2 l Steelf.
187back FinSeal, Gray
PVC, flip, (optional style) I Roto Frank t Zinc
91t-' tT1(16
1!2" ---
401/16"
W
SCREW SUPPORT
PVC FIXED RAIL COVER PVC GL.AZEBEAD P-3113
S-6063 6064S
LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESSOTHERWISE NOTED. 17, 31-32 8200
PVC HORZ.
SLIDER NON -
IMPACT' z
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a X3am No 58201
i P STATE OF
4t, 9/07/
2017 LUCAS A.
TURNER, P.E. FL PE #
58201 1239 JABARA
AVE. NORTH PORT,
FL 34288 PH.941-
380-1574 BOM AND
EXTRUSIONS AIDE L
09/12107 NG.#: IREV.:
CWS-223
i E ALE' SHEET
12 4OF6
ANCHORTYP.)
6" MAX.
6" MAX.
20" MA
TYP)
3" MAX. (TYP.)
3' -MAX. (TYP'.)
6' MAX. O.C.
TYP.)
ANCHOR LAYOUT -(FIN)
ITALLATION
CHOR (TYP.)
NOTES:
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 114", USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD. BEARING SHIMS SHALL RE- 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 6.
4..ALL INSTALLATION ANCHORS MUST BE MADE OF OR. PROTECTED .WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALSINCONTACT WITH PRESSURE TREATED WOOD MUST BE
PROTECTED TO PREVENT. REACTION. 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 SPECIFIED
IN TABLE 1, SHEET 6. B,
ANCHOR. EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS. IF USED, INTO SUBSTRATE.- 1X BUCKS ARE OPTIONAL.
7.
A MINIMUM CENTER -TO -CENTER SPACING. SHALL BE MAINTAINED: BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. S.
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. SUBSTRATESSHALLMEETTHEMINIMUMSTRENGTHREQUIREMENTSASSHOWNINTABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES. MAY NOT BE CRACKED, 9.
SEALING. AND FLASHING STRATEGIES FOR OVERALL RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA!
AAMA 100(FIN WINDOWS), FMAIAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINOOWS), FMAIAAMA(WDMA 300(EXTERIOR DOORS) am
WINDOW
SYSTEMS 1900
SW 44TH AYE, OCALA,
FLORIDA. 34474. WW
W.CWS.CC. 8200
PVC HORZ.
SLIDER NON -
IMPACT Q
Z i Q...z O zWw-3a O QFW wzOzD~ -zF- O
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07/
2017 LUCAS A.
TURNER. P.E. FL PE #
58201 1239 JABARA
AVE. NORTH PORT,
FL 34288 PH. 941-
380-1574 SHEET DESCRIPTION:'
ANCHOR SCHEDULE
AN NOTES DRAWN
BY:
DATE: ADE 09/
12/07 WG 9:
REV.: CWS-223
E SCALE:. SHEET
1:20
5OF6
SUBSTRATE BY OTHERS
SEE TABLE 1
PERIMETER SEALANT—
BYINSTALLER
INSIDE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLER
INSTALLATION ANCHOR
SEE TABLE 1
SEALANT BEHIND
FLANGE BY INSTALLER
PERIMETER SEALANT —
BYNSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1
TYPICAL HEAD ANCHORAGE
MIN. EDGE DIST.
SEE TABLE 1.
r
MIN. EMBEDME
SEE TABLE 1
1/4" MAX. SHIM.
I I r114" MAX. SHIM
MIN, EMBEDtdENI
SEE TABLE 17iL/ 1 MIN, EDGE DIST.
SEE TABLE t
VERTICAL SECTION
TYPICAL SILL ANCHORAGE
MIN. EMBEDMENT
SEE TABLE 1
1/4" MAX. SHIM —
INSTALLATION ANCHOR
SEE TABLE 1
SUBSTRATE
BY OTHERS
SEE TABLE 1
MIN. EDGE DIST
SEE TABLE 1
PERIMETER SEALANT
BY INSTALLER
INSIDE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLER
g HORZONTALSECTION6
TABLE 1: APPROVED INSTALLATION FASTENERS
FRAME TYPE SUBSTRATE TYPE ANCHORTYPE MIN. EMBEDMENT MIN. EDGE DIST.
FLANGE 2" 1-1/8
GE HOLLOW OR GROUT -FILLED CIVIL (117 PCF MIN.) 3116" 17W'TAPCON 1"
GE
GE GROUT -FILLED. CMU (ASTM C-90) 3116" ELCO ULTRACON 1-1/4" 2.112" rFLANGE 2XMIN. SOUTHERN PINE (G=0.55) OR3flLC TLTRACAPCON OR
ELCO ULTRACON 1.
3/8" 7l8" GE
2X MIN. SOUTHERN PINE (G=0.55) 10 WOOD SCREW 1-318" 718" FLANGE
16 GAUGE (0,060") MIN. STEEL STUD 33
KSI YIELD MIN) 910-
16 HILT] KWIK-FLEXOR ITW TEKS
SELF -DRILLING SCREW'' FULL
THREAD THRU
0.060" 7116" FLANGE
1/8" ALUM. (6063-T5 MIN.) OR 118"
STEEL (33 KSI MIN.) 10
GRADE 5 SELF -TAPPING / DRILLING
SCREW FULL
THREAD THRU
0.125" 7/16" FIN
ZXMIN, SOUTHERN PINE (G=0.55) 1#8 WOOD SCREW 1-112" 1/2" WINDOW
SYSTEMS LS-— MIN.
EDGE DIST. SUBSTRATE 1900SW 44TH AVE. SEETABLE1BYOTHERSOCALA; FLORIDA 34474 FSEETABLE1114"
MAX. SHIM WWW:CWS.CC. 8200
PVC 1
HORZ. SLIDER MIN.
EMBEDMENT NON -IMPACT SEETABLE1a
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TYPICAL FIN ANCHORAGE D: 2'3 O F- ~.~ Z HEAD
AND SILL SIMILAR FOR FIN INSTALLATION H O O H z W
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SECTION _ 6 BOX
FRAME INSTALLATION HEAD AND
SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL
NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO
AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: MIN. 114"
FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND
OUT, FULL PERIMETER, BY INSTALLER. PRODUCT ANCHORAGE
IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR
FLANGE WINDOWS. No 58201
O% STATE
OF :'4tf NA,EN```
z 9/
07/
2017 LUCAS A.
TURNER. P.E. FL PE #
58201 1239 JABARA
AVE. NORTH PORT,
FL 34288 PH. 941-
360-1574 AEET DESCRIP110N:
INSTALLATION DETAILS
RAWN BY:
GATE: AIDE 09/
12/07 WG tt:
Ev.: CWS-223
I E GALE: SHEET
12 ( 6OF6
1/4/2018 Florida Building Code Online
i,"
NO, F
BCIS Home 1. Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map ( Links Search
Product Approval
y USER; Public User
Product Aeoroval Menu > Product or Application Search > Application List > Application Detail
FL 4 FL4093-R9
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archlved
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
352) 368-6922 Ext245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
352).368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
352) 368-6922 Ext221
amonteverde@cws.cc
Category Windows
Subcategory Fixed
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
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Lucas A. Turner
PE-58201
Keystone Certifications, Inc.
07/21/2020
Steven M. Urich, PE
11
Validation checklist - Hardcopy Received
FL4093 R9 COI EvalReoort234F.pdf
Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-05 2005
AAMA/ W DMA/CSA/ 101/I.5.2/A440-08 2008
PA TAS 202 1994
http://Www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5faCwYPbNZrr6Kc3j7EcCl BDg%o3d 1/3
1/4/2018 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/27/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
Summary of Products
FL # Model, Number or Name Description
4093.1 — 8300 Vinyl Fin/Flange Picture 8300 Vinyl Fin/Flange Picture Window
Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4093 R9 II CWS-339E.odf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See detail for sizes and DPs. Glass complies with FL4093 R9 AE EvalReoort339E.odf
ASTM E1300-04. Created by Independent Third Party: Yes
4093.2 PW-8100 Vinyl Fig/Fin Picture PW-8100 Vinyl Flg/Fin Picture Window.
j Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4093 R9 II CWS-234F.vdf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +40/-40 Evaluation Reports
i Other: See detail for sizes and DPs. Glass complies with FL4093 R9 AE EvalReport234F.odf
ASTM E1300 04. Created by Independent Third Party: Yes
4093.3 PW-8150 Vinyl Flg/Fin Picture PW-8150, Vinyl Fixed Window,Non-Impact.
Window
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL4093 R9 II CWS-506C.odf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design_ Pressure: N/A Evaluation Reports
Other: See detail for sizes and DPs. Glass complies with FL4093 R9 AE EvalReport506C,pdf
ASTM E1300-04. Created by Independent Third Party: Yes
4093.4 PW-8150 Vinyl Flg/Fin Picture PW-8150 Vinyl Fixed Window; Non -Impact, Continuous Head & i
Window Sill.
i
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4093 R9 II CWS-511C.odf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +67.5/-67.5 Evaluation Reports
Other: 00, See detail for sizes and DPs. Glass complies with FL4093 R9 AE EvalReport511C.odf
ASTM E1300-04. Created by Independent Third Party: Yes
4093.5 PW-8300 Vinyl Fig/Fin Picture
Window
PW-8300, Vinyl Fixed Window, Non -Impact.
I Installation InstructionsLimitsofUse
Approved for use in HVHZ: Yes FL4093 R9 11 CWS-507C.pdf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See detail for sizes and DPs. Glass complies with FL4093 R9 AE EvalReport507C.odf
ASTM E1300-04. Created by Independent Third Party: Yes
Contact Us ::.2601 Blair Stone Road, Tallahassee FL 32399 Phone, 850-487-1824
The State of Florida is an AA/EEO employer. copyright 2007-2013 State of Florida :: Privacy Statement :: Accessit lllty Statement :: Refund Statement
http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquz931°/`2b4g5faCwYPbNZrr6Kc3j7EcCl BDg%3d 2/3
1/4/2018 Florida Building Code Online
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 Section455.275(i), 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 emails 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 if you are a licensee under Chapter 455, F.S.,
please. click here .
Product Approval Accepts:
Credit Card
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5faCwYPbNZrr6Kc3j7EcCl BD9`/a3d 3/3
I
T URNER
ENGINEERING &
CONSULTING, INC.
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-3 80-1574
FBPE C.O.A. #29779
Evaluation Report 339E
August 28, 2017
Product Description: Series 8300 PVC Fixed Window, Non -Impact, 84" x 96" and 120" x 48" unit
sizes
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 ofFAC
Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements ofthe 61h
Edition (2017) Florida Building Code outside 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-339E, signed and sealed by Lucas A. Turner, P.E.
3) Test Report NCTL-210-3807-1, -IA, -2, -2A, -3 and -3A, from National Certified Testing
Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: AAMA/WDMA/CSA 101/l.S.2/A440-08
4) Supplemental. Calculations to support CWS-339E, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-339E.
Limitations of Use: This product:
May be used in 0 configuration in sizes up to 84" x 96" and 1.20" x 48" unit size, with max. glass
daylight sizes as indicated in CWS-339E
Achieves design pressures as indicated in comparative analysis table in CWS-339E
Is non -impact and requires the use of shutters
e May not be used in the High Velocity Hurricane Zone
Requires glazing as shown in CWS-339E
e Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-339E
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. 1 do not have, nor do I intend to acquire, nor will acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
444ti4tiltlrillt0EWFle
Lucas No 58201 •': r
Turner
2017-08-30 o
16:03+20:0 3 . s'rATE OFoa .
0 fi
ltiltIIW444
8/28/2017
Lucas A. Turner, P.E.
FL PE #58201
TURE WINDOW -NON-IMPACT
85 114. MAX. FLANGE WIDTH
84' MAX. UNIT WIDTH ---IIF81118" GLASS OLD WIDTH -
17 II; --®
A :: —,-
97 114' MAX.
FLANGE BHEIGHT g
I
96- O 93 1/8-
MAX, I GLASS
UNIT DLO
HEIGHT 1
I g
1 C
8
C ' 6
C ---J A 8 _ l
I--- 121 1W MAX. FLANGE WIDTH
i- --120" MAX. UNIT WIDTH
117 1/8" GLASS DLO
II
49 1/4'
MAX.
FLANGEHEIGHT F O 45VSDGLASSDLO
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS
ARCHITECTURAL SHAPES.................2
GLAZING DETAILS...............................3
COMPARATIVE ANALYSIS..................4
SECTION VIEWS & ALT. FRAME........5
SOM & EXTRUSIONS ...........................6
ANCHOR SCHEDULE & NOTES .......... 7
INSTALLATION DETAILS.....................8
GENERAL NOTES:
1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC). CURRENT
EDITION.
2. GLAZING OPTIONS: (SEE SHEET 3)
3. CONFIGURATIONS: "0". ARCHITECTURAL SHAPES INCLUDE, BUT ARE
NOT LIMITED TO, THOSE SHOWN ON SHEET 2.
4. DESIGN PRESSURE RATING (SEE SHEET 4):
NEGATIVE. DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300.04e01/09,
5, ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR
DETAILS. -WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
ANCHOR CALCULATIONS.
6. NOT APPROVED FOR IMPACTRESISTANCE. IMPACTPROTECTIVE
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
7. ALL FRAMES FULLY WELDED.
8. SERIES / MODEL DESIGNATION PW-8300.
9. THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING:
0 = FIXED SASH
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION.
MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING
84" x 96" SEE COMPARATIVE ANALYSIS
CHART, SHEET 4
NONE
120" x 48" NONE
Lucas
Turner
2017-08-30
17:13+20:00
CM9
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474 1
WWW.CWS.CC I
8300 PVC
PICTURE WINDOW
NON -IMPACT
Q Z 3: <Zp
w Zoo zw
o a03}00: 3:mu.. r w Z F-:: 2 1zZx2<0:wp0
O ONDFOat=-CnCL
SZZO 5 Z 9:-' U Da -ZUNW OLL Z3pwFF0_ Z Cd
w 01Er}ilowpww'o W o w w w
I, a0 W 12" WO a H a o a
PiAOREVv Ne
v: N. 58201 'f:4
10' STATE OF ; 44V
SONA-E
8/28/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 3428E i
PH.941-380-1574
GENERAL NOTES AND
ELEVATIONS
ADE 1 02/08/09
CWS-339 __
S_HEETEALE:
1:33.33 1 OF 8
FULL CIRCLE
kd
112 CIRCLE
1/4 CIRCLE
FULL ELLIPSE (OVAL)
OCTAGON
TRIANGLE
TOMBSTONE TRAPEZOID
NOTES:
1. SEESHEET 7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS.
2. THRU FRAME - MASONRY. WOOD OR METAL OPENING.
THRU FIN - WOOD OPENING,
3. OVERALL SIZE MUST NOT. EXCEED THE MAX. WIDTH AND HEIGHT OF
RECTANGULAR WINDOWS ON SHEET 1.
4. ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS
MUST FOLLOW THE LAYOUT SHOWN ON SHEET 7, WITH ANCHOR
SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT.
WINDOW SYSTEMS L1
1900SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8300 PVC
PICTURE WINDOW
NON -IMPACT
a z z az
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w z o z
LL rw zr3g= Z Z=¢afWpOOOr0 ¢=rm0U0( -ZG:ryO. o z3S-zr QOZL)mzD
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8/
28/2017 LUCAS
A. TURNER, P.E. FLPE #
58201 1239
JABARA AVE. NORTH
PORT, FL 34288 PH.
941-380-1574 EET
DESCRIPTION: ARCHITECTURAL
SHAPES
AWN
BY: DATE: ADE
02/08/09 JG
k: CWS-
339 E ALE:
SHEET 1:
1 2OF8
V
718" OVERALL
3116' ANNEALED
1/2" AIRSPACE
3/16' ANNEALED
PURFECT GLAZE "H"
SIKAFLEX 552
1 1/2" GLASS BITE
GLASS TYPE A
1" OVERALL
3/16' ANNEALED
518" AIRSPACE
3116" ANNEALED
PURFECT GLAZE "H"
SIKAFLEX 552
I"
1/2" GLASS BITE
GLASS TYPE B
7/8" OVERALL
I3116' TEMPERED
311
AIRSPACE
3i16" TEMPERED
7r -
SIKAFLEX 552'
H`
1 1I I I 1/2" GLASS SITE
E)
1". OVERALL
3116" TEMPERED
5/B" AIRSPACE
3116" TEMPERED
PURFECT GLAZE
SIKAFLEX 552
T1/2` GLASS BITE
GLASS TYPE D
7 4111'4'ANNEALED
OVERALL
1/2' AIRSPACE
114' ANNEALED
9 PURFECT GLAZE'H" SIKAFLEX 552
1/2" GLASS BITE
GLASS TYPE E
1` OVERALL
114" TEMPERED
112` AIRSPACE
114' TEMPERED
Py PURFECT GLAZE"H"
SIKAFLEX 552
lnU 1/2' GLASS BITE
V
GLASS TYPE F
WINDOW SYSTEMS 11 /1
1900 SW 44TH AVE.
OCALA. FLORIDA 34474
WWW:CWS.CC i
8300 PVC j
PICTURE WINDOW
NON -IMPACT
Q
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w zoz W_. —
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wz Pw zr-3g= zxmalrwoo
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four...
Z I
8 28/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT. FL 34288
PH.941-380-1574
GLAZING DETAILS
AIDE 02/08/09
iG #: REV.:
CWS-339 E
ALLe' SHEET
1:1 3OF8
0" CONFIG. DESIGN PRESSURES, PSF POSITIVE AND NEGATIVE PRESSURES ARE EQUAL) r
GLASS WINDOW LONG DIMENSION, UNIT SIZE (IN.)
TYPE If (JI/.fWINDOW -SYSTEMS303642485460. 66 72 78 84 90 96 102 108 114 120
1900 SIN 44TH AVE.
OCALA. FLORIDA 34474
WWW.CWS.CC
A,B 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 59.3 57.8
30 E 60.0 60.0 60,0 60.0 60.0 60.0 60.0 60.0 60.0 60.0. 60.0 60.0 50.0 60.0 60.0 58.5
C,D,F 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 60.0 60.0 60.0 58.5
A,B 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 56.2 52.0 48.4 46.1 44.4 42.8 41,2
36 E 60.0' 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 56.9 53.3 50.2
3 0 PVC
PICTURE WINDOW
C,D,F 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 60.0 56.9 53.3 50.2
A,B 60.0 60.0 6010 60.D 60.0 60.0 60.0 60.0 60.0 55.0 49.8 45.5 41.9 1 3'.;,><
NON -IMPACTz
w
42 E 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60,0 56.4 52.2 50.4 47.2 44.3
C,D,F 97.5 97.5 97.5 97.5 97.5 - 97.5 97.5 97.5 97.5 97.5 97.5 93.6 52.2 50.4 47.2 44.3
u) r 4B
A,B 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 510 50.0 45.8 40.0
Ja
z
w
zOU
Z
Id-
a,
a
0-
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Z
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0 CL O rn
r
r
a a
E 6010 60.0 50.0 60.0 60.0 60,0 60.0 60.0 60.0 60.0 57.3 52.5 40.0 40.0 40.0 40.0
C,D,F 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 93.1 85.3 40.0 40.0 40.0 40.0
z A,B 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 57.0 52.9: 49.0 45.5
O 54 E 60.0 60.0 60.0 60.0 60.0 60.0 60.0 6D.0 60.0 58.9: 53.3 48.7
w C,D,F 97.5 97.5 97.5 97.5 97.5 97.5 - 97.5 97.5 97.5 95.8 86.7 79.1.
A,B 60.0 60.0 60.0 60.0 60.0 60,0 60.0 56.4 52.8 49.3 46.1 43.5
60.0 60.0 60.0 60,0 60.0 60.0 60.0 56.0 50.4 45.8060E60.0.
N1917"'05
r C,D,F 97,5. 97.5 9745 97.5 91,6 91,6 91.6 91.6 91.0 81.9 74.5
KO A,B 60.0 60.0 60.0 60.0 60.0 55.7 52.2 48.6 45.6 42.8 40.4. z
0 66 E 60.0 60.0 60.0 60.0 60.0 55.7 55.7 55.7 53.9 48.2 43.6
3O O,D,F 97.5 97.5 97.5 97.5 91.6 83.3 83.3 83.3 83 3 78.4 70.9
A,B 60.0 60.0 60.0 60.0 56.4 52.2 48.3 45.0 42.3 . •;, .' `,„
3 72 E 60.0 60.0 60,0 60.0 60.0 55.7 51.1 51.1 51.1 46.7 42.0
E,
C,D,F 97.5 97.5 97.5 97.5 91.6 83.3 76.3 76.376.3 75.6 68.3 78
EB 60.0 60.0 60.0 60.0 60.0 60.0. 55.7 51.11 46.4 46.4 45.6 40.8 C,
D,F 97.5 97.5 97.5 97.5 97:5 91.6 83.3 763 704 704 704 66.3 A,
B 60.0 56.2 55.0 55.0 52.9 49.3 45.6 423 i 'ice. . r;.... .«" ..+'.` 84
E 60.0 60.0 60.0 60.D 58.9 56.0 53.9 51.1 46A 40.0 40.0 .40.0 C,
D,F 97.5 97.5 97.5 97.5 95.8 91.0 83.3 76.3 70.4 65.0 65.0 65.0 S
NtsORESV p:'
G NSF'•Qy'4 ti :
N. 58201 ''1i b
O
pSFC 0 R I O P• v\: i
I
I
8/
28/2017 LUCAS
A. TURNER, P.E. FL
PE k 58201 1239
JABARA AVE. NORTH
PORT, FL34288 PH.
941-380-1574 SHEET
DESCRIPTION: COMPARATIVE
ANALYSIS DRAWN
BY: DATE: ADE
02/08/09 D
aev.: OTES:
CWS-339 E 1.
IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 2.
SHADED SIZES ARE NOT ALLOWED FOR THAT GLASS TYPE. scniE:
1:
1 SHEET
4
OF 8
FWINDOW5"STEMS
INTERIOR. 1900 SW 44TH AVE.
8 8 OCALA. FLORIDA 34474
WWW.CWS.CC.
8300 PVC
17 , PICTURE WINDOW
NON -IMPACT
Cl
a z z a z:o
I O QwzwoaoWZOZQ__
z Zmm<lw Ht7. ti r w Z F-'s gaono-z' 0 zn.r_o_ 0 z03szi DDm 03
5 15 /5 5 ¢ r?w pO. u.Z QO.wFFO_ zSECTION
VIEW 6-8 w Oo.mpwwW 5
El zNw 0...cnr Q. 0
wtz-O (L='N ul3wa aGP_•
v
CEtJrF.,Q f., iINTERIOR- „
N:
No 58201 O: GTA7E
OF ?Wz krC a0is
8/
28/2017 LUCAS'A.
TURNER, P.E. O FLPE# 58201 1239 JABARA
AVE. NORTH PORT,
FL 34288 17 PH.
941-380-1574 SECTION VIEW
A -A SECTION VIEW C-C SHEET DESCRIPTION; ALTERNATE FIN
FRAME SECTION VIEWS
DRAWN BY:
DATE: ADE 02/
08109 DWG#: REV.:
CWS-339
E ITEMS NOT
SHOWN FOR CLARITY: SCALE; SHEET 9. 11-
14 1:1.33 5 OF 8
PARTS LIST
ITEM PART # DESCRIPTION
1 H-6006B Fr., PW, Main, Head
2 H-6006B Fr.; PW, Main, Sill
3 H-6006B Fr., PW, Main, L. Jb,
4 H-6006B Fr., PW, Main, R. Jb.
5 S-6064 Glz. Bd., Fxd. (7/8".O.A. I.G.)
8 P-3752 lCap Plug, 1/2" Hole
9 Purfect Glaze "H", SikaFlex 552
10 P-3352 Set. Elk., 85'Dur., 1/8" x 5/6" x 2" Lg.
11 P-3684 PW-8300 Gold Cart. Label, NFRC Tab
13 P-3881 Temporary Lbl. (NFRC/DP)
14 P-3613 CWS Lbl. (logo)
15 GLASS SEE SHEET 3
16 H-6006A Fr. Main, PVC. Fin
17 P-3113 I Screw Support for PVC
LINE ITEMS NOT USED:
6-7, 12
2
QPVCLFRAME FLANGE
H-6006B
FRAME CORNER
VENDOR MATERIAL CONSTRUCTION
Mikron PVC
Mikron PVC
Mikron PVC
Mikron PVC
Mikron PVC
M&M Nylon CORNERWELD
ALL SIDES)
enkel, Sika I I 1 1:8
rank Lowe Rubber
Mikron I PVC
m Plastics I Rubber
2
16"
PVC FRAME FIN
H-6006A
6"
t/2'
3"
17
T-
SCREW SUPPORT
P•3113
b
7/8"
PVC GLAZEBEAD
S-6064
WINDOW SYSTEM; k-
1900 SN144TH AVE.
OCALA, FLORIDA 34474
wwW::CWS:.CC
8300 PVC
PICTURE WINDOW
NON -IMPACT
a ? ¢z?
I ow0 QwOowzOzWr:ZF_-
zO avz=
0<wwoo rwO
OMOO.a Wa. z
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No 58201 •i 7_
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28/2017 LUCAS
A. TURNER, P.E. FL
PE # 58201 1239
JABARA AVE. NORTH
PORT, FL 34288 PH.
941-380-1574 BOM
AND EXTRUSIONS I ADE
02/08/09 Y6
K: fiF CWS-339
E ALE: SHEET
1:1
6OF8
6" MAX. .(TYP")- C114" MAX. O.C.(TYR)
6" MAX. (TYP.)---I ,
14"
MAX. O.C,
TYR)
4" MAX. (TYPJ
4" MAX. (TYP.)
8' MAX. O.C.
TYP.)
ANCHORLAYOUT- (FLANGE)
120" x 48"
ANCHOR LAYOUT - (FIN)
120" x 48"
6" MAX.
6 MAX.
6" MAX.
6" MAX.
11" MA:
TYI
4" MAX.
4"`MAX.
8"
MA; TY'.
NOTES:
1. INSTALL ONE ANCHOR. AT EACH INSTALLATION LOCATION. ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME EDGES. SIL
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. SPACEGREATERTHAN1116' IS.PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, WOOD SHIMS ARE NOT
ALLOWED.
ANCHOR LAYOUT - (FLANGE)
84" x96" WITHANNEALED GLASS
ANCHOR LAYOUT - (FIN)
64"X 96'
3. ANCHOR TYPE, SIZE,. SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,, SEE TA13LE 1, SHEET 6.
4. ALL INSTALLATION ANCHORS MUST BE MADE OF ORPROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH. PRESSURE TREATED WOODQ
MUST BE PROTECTED TO PREVENT REACTION:.
5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS 'SHALL NOT BEUSED IN -SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
SPECIFIED IN TABLE 1. SHEET 8. 6.
ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO, FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALLBE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - 1X BUCKS ARE OPTIONAL.
7,
A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8.
WOOD OR.MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OFRECORD .AND .INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALLMEETTHEMINIMUMSTRENGTHREQUIREMENTSASSHOWNINTABLEI. SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY '.NOT BE CRACKED, 9. SEALING
AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAIAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAMIDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1900 SW
44TH AVE. OCALA, FLORIDA
34474 WWW:CWS.
CC 8300 PVC
PICTURE WINDOW
NON -IMPACT
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28/
2017 LUCAS A.
TURNER, P.E. FL PE #
58201 1239 JABARA
AVE. NORTH PORT,
FL 34288 PH . 941-
380-1574 ANCHOR' SCHEDULE
AND NOTES AIDE
02/
08/09 VG 0:..
REV.: CWS-339
E ALE: SHEET
1:40
7 OF 8
TYPICAL HEAD ANCHORAGE
SUBSTRATE BY OTHERS
SEE. TABLE I
PERIMETER SEALANT -
BYINSTALLER
INSIDE AND OUT
SEALANT BEHIND -
FLANGE BY INSTALLER
INSTALLATION
SEE TABLE 1
SEALANT BEHINDFLANGEBYINSTALLER
PERIMETER SEALANT —
BYINSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHERS -
SEETABLE 1
SEALANT UNDER SCREW
HEAD BY INSTALLER
MIN. EMBEDMENT
SEE TABLE 1
114" MAX. SHIM -
MIN. EDGE DIST.
SEE TABLE 1
MIN. EMBEDMENT
SEE TABLE y INSTALLATION ANCHOR -
SEE TABLE 1
114" MAX. SHIM
114-_ MAX. SHIM
MIN:. EMBEDMENT
SEETABLE 1
EDGE DIST.
TABLE 1
SUBSTRATE
BY OTHERS
SEE TABLE 1
MIN. EDGE DIST.
PERIMETER SEALANT
BY INSTALLER
INSIDE AND OUT
8 HORIZONTAL SECTION
B TT___
TABLE 1: APPROVED INSTALLATION FASTENERS
FRAMETYPE SUBSTRATIETYPE ANCHORTYPE MIN. EMBEDMENT MIN, EDGE DIST.
FLANGE CONCRETE: (2.0 KSI MIN.) 3116" ITW TAPCON - 1-112" 1-1l8"
FLANGE Of I nVy" 2-.
NGE CONCRETE. (2,85 KSI MIN.) 3/16" ELCO ULTRACON
FLANGE GROUT- -
FLANGE ZXMIN. SOUTHERN PINE (G=0.55) 3l 1 3/8" 7/8"
ELC ULTRATAPCOCORELCOULTRACON
FLANGE ZXMIN. SOUTHERN PINE (G=0.55) ff10 WOOD SCREW 1-318" 718"
16 GAUGE (0.060") MIN, STEEL STUDfI10-16 HILTI KWIK-FLEXOR W FULL THREAD 7116" FLANGE 33KSI YIELD MIN) TEKS SELF -DRILLING SCREW THRU 0.060" 1/
8" ALUM. (6063-T5 MIN.) OR 10 GRADE 5 SELF -TAPPING I FULL THREAD 7116" FLANGE1/8" STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.12S" FIN
2XMIN. SOUTHERN PINE (G=0.55) 410 WOOD SCREW 1-1/2" 1/2" 009®
lif - WINDOW
SYSTEMA MIN:
EDGE DIST. SEE
TABLE 1SUBSTRATE
F_ BY OTHERS 1900 SW 44TH AVE. OCALA,
FLORIDA 34474 1/
4' MAX.SHIM --{ SEE
TABLE W4VW.CWS:CC 8300
PVC TN) PICTURE WINDOW MIN.
ABLE 1 ENT EMBEDMNON -IMPACT BYPERIMETERNSTALL
SEALANT BYINSALLER4
Z
w
z
z, < W-
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AND OUT 0 q m j > O W 3: E INSTALLATION
ANCHOR z Z= 2 Q.w w o =O SEETABLEOO0e-0d< I-w UWZEL~ Inn. SEALANTBEHINDznZU.Ln p3FINBYINSTALLERC
HORIZONTAL SECTION C U.vi H- 2 0 0- Z a2
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28/2017 U LUCASrA..
TURNER, P.E. FL PE #
PERIMETER SEALANT----'"
J- RA
Al 1239 JABARAA34BYINSTALLERNURTHPORT, FL 34288 INSIDEANDOUT PH.:941-
380-1574 D HORIZONTAL SECTION SHEET
DESCRIPTION: 8 BOX FRAME. INSTALLATION
HEAD AND SILL SIMILAR
FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY
OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: UP TO AND INCLUDING
A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 02/08/09 MIN. 1/4" FILLET
OF CONSTRUCTION -GRADE ADHESIVECAULK IS APPLIED DWG#: REV.: INSIDE AND OUT, FULL
PERIMETER, BY INSTALLER, CWS-339 E PRODUCT ANCHORAGE IS IN
ACCORDANCE WITH REQUIREMENTS AS scALe: SHEET SHOWN FOR FLANGE WINDOWS. 1.:2 8, OF 8
M !AM 1-MIAMI-DADS COUNTYmomPRODUCTCONTROLSECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable riles 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 ofthe applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact --Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C
dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
t gip' t NOA No. 17-0630.01
MIAMFDADE COUNTY Expiration Date: May 26, 2021
Approval Date: November 09, 2017
Page I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
Submitted under NOA No. 10-0819.05)
2_ Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
samples A-1 thru E-1), dated 02/28/11, and addend -urn letter dated 05105111, signed
and sealed by Marlin D. Brinson, P.E.
Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014) and with FBC 61h Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E - 1
Jorge M. Plasencia, P.E.
Pro uct Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26, 2021
Approval Date: November 09, 2017
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-6" Edition
20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
04/14/16 and expiring on 05/26/21.
Jorge M. Plasencia, P.E.
P duct Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26, 2021
Approval Date: November 09, 2017
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1.
MULTIPLE OPENING WIDTH FOR VERTICAL
MULLMULLIONS / - SEEDETAILS
1 A-H;
SHEEf524
GENERAL NOTES:
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE INADDITION TO ANY ANCHORS REQUIRED FOR THEFENESTRATIONPRODUCTINSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BEEVALUATEDBYANEXPERIENCEDINSTALLERFORTHEBESTINSTALLATIONMETHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS.
ARCHES TO BE
2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OFTHE MULLED UNITS. MULLIONSINSCRIBEDINSIDEHAVEBEENTESTEDAS "FREE-FLOATING" AND DO NOT NEED TO BEDIRECTLY ATTACHED TO THE MULLION CLIPS, BUTSHALL
PFCTANGULAR NOT HAVE A GAPOF MORE THAN 114' FROM THE CLIP.
SHAPE
SEADETAILSIG, / ) \ / 1 / 111 \ SEEOETAILS
SHEETS 2-4 ATHRU G;
SHEETS 24
OPENING
VERT. HEIGHT
MULL FOR
LENGTH HORIZONTAL
SEE DETAIL E, MULLj1HEET1
FENESTRATIONPRODUCTSMAY
BE OF ANY TYPE.
MUSTBE
MANUFACTURED
BY PET.
SEE DETAILS
HORIZONTAL EFTS ; MULL SHEETS 24
LENGTH
HORIZONTALMULLLENGTH
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIREDDESIGNPRESSURE. MULLIONSARE CALCULATED TO DEFLECT NO MORETHAN.U180. THE 1/3 STRESS INCREASE WASNOT USEDINTHISANCHOREVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THESCOPE OF THESE
INSTRUCTIONS.
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES ANDANCHORAGEFORTHECOMMONMULLION, SEE EXAMPLES ON THIS SHEET ANDSHEET24. FOR MULTIPLE UNITS, CONSIDERONLYTWOADJACENTUNITSATATIMEWHENUSINGTHEDESIGNPRESSUREANDANCHORAGETABLES, THE. LOWEST DESIGNPRESSUREOFMULTIPLEMULLIONSORFENESTRATIONPRODUCTSSHALLAPPLY.
6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLES),
7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUSTBEANCHOREDPROPERLYTOTRANSFERLOADSTOTHESTRUCTURE. ANCHORS SHALL BE COATED ORCORROSION RESISTANTASAPPROPRIATEFORSUBSTRATEMATERIAL, DISSIMILAR MATERIALS SHALL BEPROTECTED AS REQUIREDTO PREVENT
REACTIONS.
8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON(AGGRE-GATOR NOAS
9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTEDTO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDINGCODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BEUSED WITH
PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ.
11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENINGWIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
ADDITIONAL EXAMPLES OF MULLCONFIGURATIONS:
I'-•--HORIZ. MULLLENGTH --I
MULL i-^OPEMNG WIDTH--i
LENGTH
OPENINGHEIG RFOROPENINGIMULLHORIZVERT'
HEIGHT LENGTH MULL' Tj MULL
LL
TH
OPENING WIDTH4ORVERTICALMULLSINGLEMULLIONSINGLEMULLIONOPENING WIDTH
FORVERTICAL MULL
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS
FROM FIGURE 1 ABOVE.
CODES/STANDARDS USED:
2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
2014 FLORIDA BULDING CODE (FSC), 5TH EDITION
ANSIIAF&PANDS-2015 FOR WOODCONSTRUCTION
ALUMINUM DESIGN MANUAL, ADM-2015.
AISI S100-12
AISC360-10
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE•7 STANDARD.
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR "TRIANGULAPJ TRAPEZOIDAL'.
GENERAL NOTES ............_......_._.. 1
INSTRUCTIONS. ....................._...... 1
ELEVATIONS ..............._..._............. 1
MULL TO 2X WOOD ........ .- ............. 2
MULL TO IX & MASONRY ..___...... 2
INSTALLATION NOTES ................. 2
MULL TO MASONRY ................... 3
MULLTO STEELME) ...... _........ 3
MULL TO MULL ............................... 3
ALTERNATATE CLIPS-.... .............4
BAY MULL INSTALLATION..............4
1 X2X .125 MULL SPECS ........... 5
1 X 2X .376 MULL SPECS_.............6
1 X2.75 X .375 MULL SPECS_- 7
I73.125 X .500 MULL SPECS........9
1X 4X.375 TUBE MULLSPECS.... 11 1
X 4 X .375 'T MULL SPECS........ 11 1.
25 X 3.188 X 265 MULL SPECS...12 125
X 3.25X. 100 MULL SPECS..... 13 1.
25 X 3.25X .624 MULL SPECS..... 14 1.
25 X 3.94X .624 MULLSPECS..... 15 2
X 4 X .25 MULL SPECS ................ 16 2
X 6 X .25 MULL SPECS ............... 17 126
X 2.11 X.125 MULL SPECS.... 18 30-
X 325 BAYMULL SPECS......... 19 45'
X 325 BAYMULL SPECS..,...... 20 MULLION &
CLIP DIMENSIONS...... 21-23 EXAMPLES
1 & 2........................... 24 LOADING
EXAMPLES_.._. .............. 25 4)
FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS(F-7) FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THEMULLIONTYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLIONCAPACITY (LBS/F7') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING OBTAINED IN STEP
1). 5)
FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTSTHEWINDLOADTRANSFERREDTOTHESUBSTRATEBYTHEANCHORSANDMUSTBEMETTOATTAINTHEFULLMULLIONCAPACITY. 6)
FROM THE ANCHOR CAPACITY iLBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAYAPPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY
IS MET. 7)
IF THE MULLION CAPACITY CAPACITY (LBSi OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS)FT') FOR THE OPENING, YOU MAY USE THE -ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUEALOWERANCHORCAPACITYOPTIONMAYBESELECTEDFORTHESAMESUBSTRATE _ 8)
VERIFY THE DESIGN PRESSURE RATING (LBS/FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/FT-) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT
ASSEMBLY. 9)
HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. PRODUCT
REVISED as
comp)yI with the FloridaBuildingCodeNOA--
No. 17.0630.01 Expiration
Da^e 05/26/2021 LYNN*
y JCENgF'•.
No.
58705 *' A, %
AT!
QpATEO7S10NAL 0
A. L:V6N MIWBR\3.E. FL P.
E.# 58705
DETAIL A:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
OFFSET CLIP SHOWN)
i I
t f '
I
EffHER THE I I 1 1
STANDARD O I
OFFSET MULL <
CLIP MAY BE I I
iNSTALLEO BY d
misMEmoo.
a
e -\
EXTERIOR
ULLION
EE SHEETS
23 FOR HOLE
OCATIONS4C.250-'MA-X
e EDGEDISTANCEFORW000SCREWSr
DETAIL B:
MULLION ATTACHED TO 1X
WOOD BUCK AND MASONRY
STANDARD CLIP SHOWN)
THE OFFSET CLIP IS
RECOMMENDED FOR
FIN -FRAMED
WINDOWS, BUT MAY
ALSO BE USED FOR
OTHER FRAME TYPES.
EDCE 4DISTANCEFOR
MASONRYANCHORS
xU m 0
MULLION
O
BUCKETRIPTYP. ANCHOR AND
PER SUBSTRATE, ox y O ATTACHMENT
SEE SEE TABLES I&t3B BY
OTHERS. SEE
NOTE 1. N SHEET1.
U cv
5 1- yUZhCLuuLIlMIN
2.7KSI r ' , ': EDGE W O = CONCRETE
OR CMU•',' DISTANCE, W J U) F^
f-SEE SEETABLES U) EDGE
DISTANCE 18-138 8 n
FOR MASONRY LlJ Q p C ANCHORSinoU) SIDE
VIEW a
O e
EITHER THEU F z
STANDARD
OR Z Z U m = OFFSETMULLZ_ D m (J da
CLIP MAY BE W . vc eINSTALLEDBYjNE Z TTHISMETHOD. - Z TYP.
ANCHOR TYP.
ANCHOR PER SUBSTRATE, PRODUCT
REVISED 1TYP. ANCHOR PER SUBSTRATE, SEE TABLES 10-13B SEE
TABLES I&16B PERSUBSTRATE. SEETABLESATE68 EDGE)END BVCKSTRIP as Complying With the Florida t"
ISTANCE SEETABLES4I8138AND ATTACHMENTBuilding Code NOA-
No. 17.0630.01 BUCKSTRIP
EMBEDMENTEMBEDMENT* BYOTHERS,
SEE
NOTE 1. Expiration Date 05/26/1021 AND
SHEET I. ATTACHMENTBy BYOTHERS, I
SEE NOTE 1, Mlaml-Da Product Control SHEET
1. MN 2.7KSI CONCRETE OR CMUFRONT
VIEW SIDE
VIEW FRONT
VIEW INSTALLATION
NOTES: 1)
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)
QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT
QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWINGSHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3)
ANCHOR HEAD TYPE MAY BE PANHEAD. HEXHEAD OR FLATHEAD. 4)
WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5)
FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCOULTRACONORELCO1/4- S.S. AGGREGATOR MASONRY ANCHORS. 11.
11I1llilli. dap
A/4 C
No.
58705 QRz—
A.
LYN LER, P.E. FL
P.E.# 58705
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRYSTRUCTURE
STANDARD CLIP SHOWN)
EITHER THE
STANDARD OR
OFFSET MULL
CUP MAY BE
INSTALLED BY
THIS METHOD.
I TYP. ANCHOR
I ,-PER SUBSTRATE,
SEE TABLES 111-133
I
I ° OR MASONRYFI FOR MASONRYANCHORS
EXTEROR
a°°
a
EDGE DISTANCEFORMA50NRYANCHORS
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 1B-13B
THE OFFSET CLIP IS
RECOMMENDED FOR
FIN -FRAMED
WINDOWS, BUT MAY
ALSO BE USED FOR
OTHER FRAME TYPES.
BUI;K]-' SEE TABLES IB-138
ANDATTACHMENT
BY OTHERS, ..
SEE NOTE 1,
YT SHEET 1.
EDGEDISTANCE
SEE TABLES
MIN 2.7 KS CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 113-1313
FRONT VIEW SIDE VIEW
INSTALLATION NOTES',
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATIONONLY: BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THETABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OROFFSETCLIP MAY BE USED.
3) ANCHOR HEADTYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAWDADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. FRONT VIEW
EXTERIOR
DETAIL E: a p
MULLION TO MULLION
I--.125-MIN. INTERSECTION NOTES: o
U-CLIP) 1) MAY BE INSTALLED IN -TEE' OR 'CROSS'
INTERSECTIONS.
VARIES
2) MAY BE INSTALLED HORIZONTALLY Sz
L (SHOWN) OR VERTICALLY. yU7N
3) SEE U-CLIP DRAWINGS, SHEETS 21-23 U
TOP VIEW FOR CORRESPONDING MULLION. Z yM
MULLION
VARIES1412 -I W J
STEEL SCREWS,
SELF-SELFOR PRE-0R[l SELF-DMULLION AND
USE EMS 0 UJ m O E mMZNMULLIONP
Z O tiZU
INTERSECTION U-
CUP '
J f- @ a EXTERIOR NQZzz
LU W
LU2FQ
U m c SEE SHEETS
CAT FOR a HOLE LOCATIONS '
n J h ti FRONT VIEW
EDGE LU _J Y DISTANCE SEETABLES
I B-
13B SIDEVIEW
DETAIL D:
MULLION ATTACHED
TO STEELSTUDSTANDARD
CLIP
SHOWN) TVP. ANCHOR
A PER
SUBSTRATE. SEETABLES
15-138 SEESHEETS 21-
23
FOR HOLE LOCATIONSMULLION
FOR
STEEL
STUDS THINNER THAN 18 GAAND
COMPLIANTWITH THE FL BUILDING CODE, A
2 WOOD BACKER MUST USED. ATTACHMENT BY
OTHERS. USE WOODANCHOR
SPECS NOTES: 1)
FOR
2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES
MAY BE USED. 2) SEE
CORRESPONDING MULLION TABLES, SHEETS 5-
20, FOR QUANTITY OF SCREWS. SIDE VIEW.
I (n
c U• a ?
Z O IL .. m0 ( Omf
PRODUCT REVISED
as complying
with the Florida building Code
NOA-No.
17-0630.01 kxpiration Date
05126/2021 MlamaPro notControla
NY LYNN ti1/ No. 58705
TATE F S/ A
r oi
FL P.
58705
EXTERIOR
0
DETAIL F:
FIELD -MODIFIED MULLION CLIP
F-CLIP)
SEE DETAILS A-0,
SHEETS 2 AND3 FOR INSTALLATION
TO SPECIFIC SUBSTRATES.
O O
O O
SIDE VIEW
SHOMMWITH I"X4'X.125'
MULLION
I
ARD MULLION CLIP
b
EDTO FIT FIELD
rioNS.
I I
I III
ULLION
I 1
I
STANDARD CLIP TO BE
MODIFIED INFIELD.
EDGEDISTANCE
PER ANCHOR
NOTES FOR INSTALLATION OPTIONS F:
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 2.11' X. 125' MULLION.
2) SEE TABLES 1B-136 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION.
INTO WOOD, STEEL,
ALUM, CMU OR MASONRY
DETAIL G:
ANGLE MULLION CLIP
ANGLE CLIP)
EXTEROR
O O O
TOP VIEW
TYP.ANCHOR
PER SUBSTRATE.
SEETABLES15-14B
IIIIII
I 2'X 6'X.126'
I ANGLE CLIP,
I 1 2 PER MULLION END.
I MUST BE INSTALLED
1 I INSIDE OF MULL.
b 1I
b
DETAIL H:
BAY MULLION INSTALLATION
ANGLE CLIP)
oZ`
N
s L)
o
p
LU
VIEW
CIOpi
U o
U)
188
IO, MUSTBE
OF BAY MULL.
NOTES FOR INSTALLATION OPTION G8 H:
1) USE 2 ANGLE CLIPS PER MULLION ENO. CLIPS MUST BE INSERTED INSIDE OF MULLION.
2) DETAIL G: SEE TABLES 1B-148 FORANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
LOCATIONS.
3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE
LOCATIONS.
PRODUCT REVISED
as compsyyiay with the Florida
Building Code
NOAI-No. 17-0630.01
Expiration Data, 5126/2021
By
Miami-D94tv Product Control
H
a
Lu
o Q •. •' 1,lGENgF •., ltT Z
H- *. ND. 58705
C>T'• ATE
GS0AL N\``
a A. LfW 411 iLLLA, P.E.
u FL F'.E.# 50705
TABLE 1A
Mullion Capacity Table Ift
Opening Width foreerU 1"panri maiom) orOpening Height forllodmrltaly-sparring mWions)
SO
Rectangular
In
T.Par.a.
eg
Reclan9u1-
In
Tlapfvd g.
70
Rectangular
in
Tnp/Tdang.
80
ReetWFI.r
Loading
h
7rapfTdaig.
Laeding
9
Retanguler
Loednp
in
7FaplTAang.
LOadn9
100
Recangulm
taad8lg
in
Trap/Mang.
Loadnp
120
Recl..5NarLcadrg
in
T1..rnp. LOedn9
140In
Rectangular
Loading
Trop/TrknO.
l4bdh9
1600
Rectangular
Loadhp
h
T Loadnng. Loafing
1.2..125
Alum. Tube
Laedrg Loafing Loafing Loafing Loadmp Loadng
Mullion__
r3aTollL
G $
g
oua
rh' TE B5
gC
c§Pag_ c 58a' 3 4G s 6 fir Ea i c d S d c dK dK d sue o:
111.9 408 129.5 772 93.2 /OB 115.5 J25 79.9 321 69.9 408 104.4 319 621 408 104.0 119 55.9 408 104,0 319 dfi.6 408 104.0 I79
2M
39.9 408
28.8 312
104.0 319
e1.0 244
35.0 408
23.4 312
104.9 719
81.0 244621n
B.I.B 258
Xil 234
82.6 712
1i3.2 281
T3.4 252
61.5 228
53.5
45.8
24'
224
46.8 312
39.9 281
i2 246
52.1 222
41.8 J12
35.5 281
61.3 2M
50,1 220
37.6 )12
31.9 281
81.0 214
49.3 218
31.2 312
26,8 281
81.0
49.J 219 12.8 281 49.3 219 20.0 281 49.7 21948in7a.8 312
50.625 in
64 in
fiS.9
92.6
281
24T 57.5 207 43.9 247 49.8 202 37.8 199247"-S 37-9 247 41.5 198 29.2 247 39.4 194 25.3 247 334 193 21.9 147 38.1 197 t8.8 247 38.1 193 16.4 247 38.1 19J60in38.4 200 41.2 170 320 10D 35.4 160 27.4 163 24.0 200 28.9 160 21.3 200 T/.1 159 191 200 289 157 16.0 200 25.0 1S8631n33.1 181 35.3 155 27.5 181 30.3 152 23.7 149 20.7 1B1 24.5 148 18.4 181 12.0 f44 16.6 81 21.7 14J
298 165 30.6 142 24.0 163 26.1 179 20.6 136 18.0 165 21.0 134
72 rn 22.2 139 23.1 120 18.5 139 19.01 118 15.9 139 17.5 116
78In 15.9 125 19,7 109 15.7 123 16.8 107
781n 17.9 ita 18.2 104
TABLE 1 B
Sub.=C
LA.h.
Anchor Clip Pattems
2 Anchors 4.75" MIn. O.C. / Stantlad ar OBsel Clip (Fig. 1):
4Mchrn®7.15"Min-O.G /SandXO (or OrtseO Cllp (Rg. 21.
4 Arotcn ®3" Mr. O.C. / (2) N. Angle Gipa I (R9. 37
2 Anhhors ®0.45" Min. O.C. / ULt(p, Into .125 Alum. (Fg. 41:
1 Anchor/ F Bp (Fq, 51
2A... 91.15Ma. 0.- F.Gip 0-b. 8?
2.7k Comma
9/16'ElecUltracon
1" 2-1/2'
1-3/4" - 1-314'
3901Da 3801ba
480lbs 700Iba
T80 Iba 780B.
WP. WA
195 Ds 1__
2404u 3501Da
Ancnor
1/4"Eleo Utirecm
1` 2-112"
1-3/4' 13ld"
4501b9 890 Ib9
N/A WA
080 ft 1560 U
WA WA
225 bs 445 Ns
WA WA
ca
3.5tC.
5/16' EkoUliraoal3/1fi`Ekolaoon`Eko
3-`16'
7
1Baa D•a
N/A
1B96 M.
WA
822 as
WATVeeW
1' 2-7Q'
1-1/4" 1-1/4"
270Ms 2B0Iba
NU 3800.
510 Ibs 5601Ds
WA WA
135IDa 140Iba
air
190 me
Ho9aw CMU
Unam
12-1/2 1-
1/4" 1-1/4" 3541ba
7401be WA
N/A N/
A7601ba WA
N/A 1771bs
770IM WA
N/A 1/
4" SS "to AggreGator
2
i-
1 /4' 3741ba
WA
7481ba
WA
18T
Iba NIA
S118'
FJoa Uftmon
1-
7/P 8841be
WA
880
lbaN/
A 3321bs
WA
FdnA
GAIT 1K"
SS FJca A=
p Geier 2'
9d61hs
N/
A 1892IN
WA
731ba
PT
rig
Steel Screw(G5) 1J/
3" 341
8a eB28n
6B2
Iba WA
Wood
e12
SRe 8-(
G5) 13/
8" am
ID% BBS
Iba8851bs
Meal
e12
Sled Screw(G5) 4
110e
560
Iba 1120
Bm 720
105 7151bs
NIA170Iba
221 IN 2001W WA
391 IDa M216c SW IbaNOTE:
FOR THE OFFSET CLIP, U5L IHh 5AML AN, n 'A w -1a TMENT
FORMULA: DP )
X ( ANCHOR CAP .,1 _ANCHOR CAP.- MULLION
CAP. USE
THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING TO AN ACTUAL
PRESSURE REQUIREMENT FOR THE OPENING,
WHEN IT IS LOWER THAN THE MULLION CAPACITY (
FROM THE TABLE) OF THE SELECTED MULLION.
IT WILL YIELD A MINIMUMANCHOR CAPACITY
WHICH MAY BE USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE ANCHOR
CAPACITY TABLE PRODUCT
REVISED as
comply].gg with the Florida Building
Oode NOA-
No. 17-0630.01 Expiration
Date 0512612021 Br -
Mlami-
0 Product Control FIGURE2:
TABLE NOTES: 1)
SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE
SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1 1.000' Fl(
3UR,E1:,, 2)
LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHSIS ALLOWABLE FIGURE
3: ANGLE
CLIP MUST BE FIGURE
5: USED
IN PAIRS. FIGURES:
3)
MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLESTOBEDRILLEDINTHEFIELDFOLLOWINGDIMENSIONALRESTRICTIONSSHOWNONSHEETS21-23. FIGURES
SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4)
SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETEBLOCKUNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW
SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5AND BE A MINIMUM OF.125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE
MATERIAL. #10  ANCHORS INTO WOOD MAYBE STEEL, IM S.S. OR 410 S.S. 2.
000' 125"
r
I1'
X 2" X .125• MULUON 1
I t` •••
CEN C ''i P;'•
1"
iSF No.
58705 Tf : * - STATE
F FIGURE4:
0
F00RIDP.--'
SSNAtEG`• A. LYrNN M11l1LP.E. FL P.
E.# 587M
TABLE 2A Mullion Ca acIty Table sIFCt
Opening Width (for vertically-spanring mullions) or Opening Height (for hoe.Mntaty-epandng mLgo )
70 in 001n 90 in 1001n 1201n 140 n IN in
50In
RxmngNar Tmp'Tdag.
60 in
Rdangular TmVfdang. Reetangular TmprRlag. Radargutar TmpRda(g, RectangWn Trap/TOarg. Loadirlp Leading
Reclargltlar Tap/Tdeng.
Loadtrg Leadhg
Redangumr 7mnTriarp.
L Mirg UA inB
Recanguar Ttap'Tdarg.
IAadlrg Lwdlnp
Rectangular Tmprr1I"O.
Laadhg Loading
1 2 x.375 L.WIrg LcadDg Loadlrg Lording LD2dirg LWdDg Lo9tllrg ! aadeg
x
Alum. Tube
Mullion
1` Lp- 6S S S6 48 3 uSY
S y .--
S qg!2
n .. l L' l n S
y5(
r
S L
S38a.
3
g 8
c dFdE
42 in 1TO.0 OMM 170.9 435 151.3 652 170.0 478 129.7 662 Vol) 606 113.6 662 169.5 518 100.8 SU 168.8 517 90.8 68Z tB8.9 517 75.7 662 180.9 St7 84.9 662507
108.8
99.0
6t7
390
7
360
662
507
160.8
99.0
31]
386
481n 121.E 507 136.0 419 101.4 507 119.2 410 efi.9 507 108.7 403 76.0 507 1026 399FST6 507 59.6 997 fi08 507
456
88.0
860
396
3%
fi0.7
43.2
507
4%
99.0
B00
396
36637.0
43.4
4%80.0 9% 32.9 4% B0.0 3%
60.625 in 1W.7 456 114.6 379 66.9 4% 09.9
B0.9
371
328
74.1
81.0
4%
400
90.5
727
364
322
64.8
53.4
4%
400
B/.8
67.3
360
316
4%
400
81.3
W.0
357
315
51.8
427 400 Ti.3 314 366 d00 61.8 3t3 30.5 400 51.6 313 2S7 dC0 81.8 313
50 M 623
400
324
83.3
66,9
336
276
7t.2
51.9
400
329 57.5 270 445 324 51.2 2S4 30.8 324 469 260 324 43.9 257 31.1 324 420 2% 2S0 324
294
40.5
93.5
253
230
222
192
324
294
d65
339
253
230
195
16.8
3i4
294
40.5
334
253
2306Eu63ti53.8 291 57.4 252 44.8 294 492 246
225
364
33.4
294
288
43.6
37.5
241
221
33.6
29.2
299
258
398
341
237
2tB
294
268
37.1
3t.8
234
215
26.9294
23.4 26e
33.2
29.B
232
212
22d
19.5 268 26.0 210 16.7 266 27.7 209 146 288 27.7 209
In
72m
468
36.0
268
225
49.6
37.9
230
198
39.0
30.0
268
226
424
37.2 191 25.T 225 28A 168
170
225
i9.2
Y15
202
25.6
21.5
ISE
167
MO
17.0
225
202
23.5
107
182
165
1a0
15,3
225
202
221
10.9
160
iG3
16.0
123
225
202
20.3
18.7
1P
180
129
10.9
225
202
19.8
169
170
156
1t.3
8.6
226
202
19,6
iSe
178
158
76 in
78 in
30.8
20.3
202
182
320
29,e
t77
1%
265
23.6
202
792
27.2
25t
773
165
21.8
20.2
20Z
192
23.9
220 182 17.7 192 19.7 159 1ST 192 18.1 157 t4.2 182 18.8 155 11.8 182 iS.2 t52 t0.t 192 14.9 150 8.9 1B2 14.2 150
90 in 1as 144 19.0 10 15.4 144 16.1 125
961n 15.2 127 15.0 113
TABLE 26
Anchor CaRapTable 27XConn [ 3 Sk CMc Hollow CMU F81ed CMU PT Wood 2
St Anclior
Clip Pattems 2'
1-114 1-714 i-1/4" i-1 /4 1•t/4 1114 Y 13! Embedment(
ink 2
Arroham 4.15' MN, O.C. I SmnCWor O9set dip (Fig. 1T 1-'
J4' 3901De
1-
14 3
1os t-
3'C450
be 1-
3/4" fBr/
IOs 1644 IDs 270Ihn 2e0 iba354 Iba 7401W 374 IDa B841he 846 tts341 IDs 4421De 5. Ib
04
Ancham U 1.15' MID. O.C. I Stands i ,or Oxsat) dip D-- 2k 4PB Ibe 700 Ib1 WA WA WA WA 3801Da N/A N/AWA WA Os
WA
1
2 Ors682
lb.
682IDsU51G 68516s1120560
1120IW11201bs
4
Amhom ® S Min. O.C. I Q) &5 Angle CBpc / (Fig. 3): 780 Ihs7001M fi80 bs 15601bs 18961ba 5a ibc 5601hs N/A I80 Aa 740 Ibs BBO WA
WA 71510.a 2
Anchors 6 0,45• Mkt O.C. I L1C11p, InW.12S ANm. (FIS. 4): WA N/A WA WA N!A WA WA WA IDs
WA
3701Ds
WA
157
Ba WA
332
IDe WA
4T31L8
170 Bm 221 IDS 2B0IDc 1
Anchor/ F-0ip (1V- 5I- 195 IDS 185 IDa 225 bs 4452e 822 IDs t35 A1401bs 1T/ N/
A WA WA 341 Ibe M21ta 560IDe 2
Mchom1.15 MIn. O.C./ F47ip (M. 6): 240 IDs 350 Ibs WA WA N/A WA 1901bs N/A N/A NOTE:
FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Subalmtt
me 1/4" SS El- 5/16' Elco 1!4' S3 Elco C70 Steel p12 Sietl 4'72Steel Anchor
Type: 3/16" Eloo UII2con 1/4" Eko NVacsn 5/18" Eice UBmcon3118' Elco Utracen1/4' Elco Ultmcon A9QeGetof Ultmcon Agg[eGator Scrw+ (G5) Scmw (GS) Scraw (G51 1'
2.12" 2" 3-118' 2" 0.46" 0.324' EdgeDiatenceBnk3.11B' 8° 13/B' lanes NINCH0R
CAFAX°rt 7 AWUJ DP_)
X ANCHOR CAP.,,„,,._•\ = ANCHOR CAP.,® USE
THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING TO AN ACTUAL
PRESSURE REQUIREMENT FOR THE OPENING,
WHEN IT IS LOWER THAN THE MULLION CAPACITY (
FROM THE TABLE) OF THE SELECTED MULLION.
IT WILLYIELD A MINIMUM ANCHOR CAPACITY
WHICH MAY BE USED TOQUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE ANCHOR
CAPACITY TABLE. 0
U) & to pm W ZOLUW
J JIn C7
LU C) 0 F- m
LU F-
to Z O
Q 2 4Z co . ao
o
W X IfN (n Q
X ¢ O
CL
Z a0
PRODUCT
REVISED as
complying with the Florida Building
ode NOA-
No. 17-0630.01 Expiration
Date 05/2612021FIGURE 1: FIGURE2-' TA13LENOTES:
S SEE SHEET1 FOR INSTRUCTIONS
AL
USING THE TABLES AND SHEET
25
FOR INFORMATION ON LOADING, 1.000' SEE SHEETS 2-4 FOR GENERALINSTALLATIONMETHODS. ~ 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS
AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION
CLIPS SHOWN ARE NOT. TO SCALE. FOR MGT DIMENSIONS, SEE SHEETS 21-23. 1111 I 1111 /// HOLES TO BE DRILLED IN THE
FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2'000" FIGURES SHOW SUGGESTED, APPROXIMATE
HOLE LOCATIONS. '
a.'- ktGEN6' ANGLE CLIP MUST BE USED IN
PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLEDL a1375" ` P CONCRETE BLOCK UNIT (CMU) SHALL CONFORM
TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED - * : No. 58705 * _ FIGURE 4: FIGURE 5: FIGURE 6:
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" 1'X 2' X.375' MULLION THICK. STEEL STUDS TO BE A
MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND % -' S i, /" : •CU` THE MATERIAL. 470 & #12ANCHORS INTO
WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. PC, ATE F tC OR10 P..G> ONAL A.
LYNNMILLER, P.E.
FL
P.E.# 58705
TABLE 3A
Mu81on Capacity Tabla (Ibslft)
Opening Width torvertim4-spenni mLBicns) or Opening Height for hon2onta"panning mullions) 1601.
Trq Tdan9. Roctarlgular
70 in
Trep7Tnerp. ReetanpAer
80 In
TI*D7Me^9.
W
81ar
in
Tr`p en9. Rectarp
1W
gar
in
7Lp dH9 . Re
1201n
refer hates e9. Rectangular
140
d
in
T
B bed^91ar Tte ang50inMan
Recan9ular1X275XRectatWlarLcadn9TroplTdarl9.
Leading Lcadn9 Loading Loadn9 Loadn9 Load^9 Loadtg Lasd1 n+B
376 Alum.
Tube yA isMullion1
T y y
3 .-. z
b
u`$8 3 Tg T-1 9 3 a 3 e 3 ua v _ c9 a r UaN
js
fi
E
a2 arc mm dz o a d`n: 1E .. az 2i aa: 2: 3I5IAfl g€. did s:; da' c
2 a°1a ¢ da d8 dK l"1: 4`z i$ 121
436
170.0 744 170.0 170.
0 478
58/
t70.
0 170.
0 868
092
170.
0 170.
0 SOB
We
170,
0 170o
8S2
1133
170.
0 179.
0 519
eel
170.
0151.
8 7116
1139
170.
0 170.
0 621
877
170.
0136.
8 7240
1139
170,
0170.
0 621
880
748.
7 719.
91301
1139
170.
0 170.
9 41
680
127.
5 979
1301
17JB
1m.
0 nD.
D 521
BW
111.
585,
41301
1119
170.
01700
680 170.0 820 170.0 170.
0708 170.052d 17t1.0 eW 170.0 631 167.e1032 170.0 6B4 146.81032 170.0 T23 130.5 1032 170.0 747 117.4 1032 770.0 756 97.9 1032 170.0 758 83.91032 0 170q-.
756
73.4 1072 170.0 756 1n
170.0 747 170.0 5W 170.0 89B 170.0 89/ i]8.2907 184.7 730 120.9907 1526 720 107.5 907 145.0714 96.8 907 141.1 710 80.6907 1l0.0709 68.1 W7 709 W.S 907 140.0 709 170.
0 797 1T0.0812 170.0 907
735
116.0599 N2 735 108.2590 78.4 735 99.6 683 70.5735 95.1 578 58.8733 9f.8 571 W.4735 574 44,1 735 919 574 147.
1 735 151,6 625 117.6 T35 iW.3 811 100.8 668 8i9 531 80.9WS78.B50.8 fi68 75.8 521 43.5 868 75.8 521 38.1 666 75.8 521 101.8 666 1f1.5 557 67,0568 96.9 547 78.2GM 90.1538 67.7 NB 37.9 W7 62.] 471 31.1 W7 82.7 47! 121.9 668 130.D 570 6C
98.1 511 75J 607 85.0 501 683 W7 77.1 493 58.9 607 71.5 lie 53.0 607 510
67.
8 500
481
408
44.
2 34.
0 B07
510
83A
45.
9 402 T 310 N.4 39B 25.5 670 M.3 399 16..0 W7 1124 522 58.3 443
W.0 57D 73.0 43A 51086.1426 51.051D 57.8419 154 510 53.3413 40.8 819I510e5.8 72.
i 100 57.8 O56 81.7 392 6 4.1385 434 4 11 46.6370 30.6 458 44B 373 34.7458 41.8 388289 458 37.7 382 24.6 I58 36.035921.7 458 35.7 358 W.4 45B 435
58.8 373 4&9 435 49.8 366 W.1 435 44.7 W 33.7 35 40.9 J55 32.1 35 3B7 331 26.8 435 34.4 34. 22.6 436 32.61
84.241.
e 435
327
87.
D 43.
1 3Bt,
290
57.
5 3l.
0 327 36.4 2&5 20.9327 316 280 ffi1 327 243 275 ZJ.2327 25.7271 1D.9 27 27.7327 27.0 Zfi2 149 327 193n 34.4 287 36.4 257 28.7 287 29.9 252 24.6 287 ffi0 248 21.5 287 23-1 2M 19.1287 20.9 240 17.2 287 19.] 277 14.4 267 1B91.
24222724.7 2D9 20.2 227 20.8 201 227 le,c 195 in
223 215 22.719d Me 215 19.1 iS1 15.9 211 18.8 118 in
17.6 184 17.9 167 TABLE
3B Anchor Ca aci Table Ibs Subs6als
2.71, Concrete SC Gore. Hollow CMU 1/
4" SS Eleo 5f18" EICO Filled
GNU 1/
4' SS Elcc PT
Wood4Y0
5ted Y12 Sicel Matnl
912
Sted Anenar
Type: 3/16' Eloo L4tlmon 1/4" Eko U tactin S•tB• f51co 3118" Ebp IlOecon Ul08con1!4' Eko Ultracm AggaeG W Ultracon Ag9reGaM, screw (G,5) S.- (G9) Screw (G5) Anchor
ttems 2-tYY9-1/e' t" 2-1/2" 1" 2.7/Y 2' 3-1/e' 7 0.54" 0.3 24* Edge
Watance fin): 4.
71F 7' &
1(Y t' 7
1-1l4" i-7N' 1-1/4" 1-i/4" i-1/4' 1-1/4" Y 13/!r 1-318" wr7G EmbeOment (
Ink y4' 1-3/4' 7-3/4' t-3/4' 2T0Iba
2W Iba354 IOs9461t 341 It 4421ta 580 Ibs 2
Ancnera,in.0 o, /StandadorOBaet Gip(R9. IJ: 3B0Ibs 15"Ds WA a.
W IDcWA NIA WA WA WA fi821ba 98516s 11201bs 4 Mchon ®.
O.G I Swntlald (orOlbel) Clip (Fi9. 2): 4W Ibs 700 Ac N/A N(A WA 5601N NIA
7W Ibs 748 0c BW Ibs 189210s 682 Iba 865105 11205 IbS 4 Anc)
nas 3` Min. D.C. I D) 2x5 Arlple pips / (Flp. 3): 788 9ts 7 W bs6W las 15801bai8B81bs 540 Ibz NIA NIA
11A N(A WAWA 7t6 be 2 Anchors
0.45' Min. O.C. IUQip, inlo.l2S' Alum. (F19, 4): WA WA N/A NIA N/A N/A WANIA 1771bs 3701b9
1871bs 332lb. 73 Poe 1701D52211bs 2W 81a 1 Afa;
Nor/F-gip (FiO. 5): 1B5 @s 1951bs22516a 445105 8221ba 1351bs /----- N/A
N!A NIAWA 34 i lbsd421bs SW Wa Min O,
CI F-Qip (Pa- 6): 240 be 350 Ite WA WA WA WA lw iba NIAr_ti
nns.l 2 Alwhaa ®
1.75' ern., .. esirun.
r/e1 IG.0 eC. THE CTANDARD CLIP. c.cn n.i -rue c nnl SNFFT 2e NOTE: FOR
THE OFFSET CUP, USt I mt .laoat rana.n. FIGURE 1: ----
w 77I
FIGURE 2:
FIGURE 3:
0 g
ANGLE CLIP
MUST BE USED W PAIRS. FIGURE4: 5:
FIGURE 6: CFI-G-)U7REEANCHORCAPACITY
ADJUSTMENT FORMULA: DP,,,) X (
AN CHOR CAP.',,,,,,,"„\ _ ANCHOR CAP.,,. MULLION CAP.,,.,,,.,
USE THIS
FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED'
CORRESPONDING TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE OPENING, WHEN
IT IS LOWER THAN THE MULLION CAPACITY (FROM
THE TABLE) OF THE SELECTED MULLION. IT
WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH
MAY BE USED TO QUALIFY ADDITIONALANCHOR
OPTIONS FROM THE ANCHORCAPACITY
TABLE. TABLE NOTES:
1) SEE
SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEESHEETS2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR
INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION
AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TOBEDRILLEDINTHEFIELDFOLLOWINGDIMENSIONALRESTRICTIONSSHOWNONSHEETS21.23- FIGURES SHOW
SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES:
CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. IJOLLOW AND GROUT -FILLED CONCRETE BLOCKUNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERNPINEWITHANSGOF0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK- STEELSTUDSTOBEAMINIMUMGRADE33AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #
10 & #12 ANCHORS INTO WOOD MAY BE STEEL, IM S.S. OR 410 S.S. PRODUCT REVISED
as comp
InS with the Florida Building ode
NOA-No.
17-0630.01 Expiration Date
05/26/2021 By Miami-
D.,%,.
duct Control 111111, apNY
LYNjv /
LICENSE'•. ' No.
5870.
5 3 6 :`
0 '. SATE (V ; 7 P`
S NALE G``• A. L4NN
f„fI ER, P.E. FL P.
E.# 58705 Im
TABLE 4A Mullion Capacity Table 0bs1W
Opening Wideh(fw nerd Ily-6parW1g mdlios) orOpening Height(for horizooftdWSPamir9 muliors)
SO in BO In 70in BO in g01n 100 in 120 in 1401n 1601r.
Trep7Tdarl9. Radalq lar Trop'Tdarp. RedanguW ToP/Tnang, Recmrgula Trop/Tdang Rectangula TnWTdmg. Rectm9uar TnprlrNn9- Rectangula TtaplTdang. Loedirp Loadng
Reclarild.r Trop/Tdang,
Loading Loading
Rectangular Treo"Tdang.
Loading Loadrp1X2.75X RxtangulaLcadn9 LoadnB Loading Loading Loading Loadng Loading Lwdnp Loading Loadng Loading Loadng
n n• 650 Alum. a
2r a n
Tube
Mullion d 9 dT Till".2 T11-1-1. 7-1`4-111 TIN. 71=31goUUUUuUv
866 170.0 US 170.0 992 170.0 519 170.0 1718 170.0 521 170.0 1240 170.0 521 170A 1488 170.0 S21 155.7 1820 170.0 521 138.8 1620 170.0 52142In170.0 620 170,0 435 170,0 744 170.9 478 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 6T7 170.5 1417 770.0 580 1413 1417 170.0 580 121.5 1417 170.0 680 106.3 1417 170.0 68D4111, 170.0 708 170.0 524 170.0 BW 170.0 554
831
170.0
170.0 1046 970.0 BB4 1ro.0 1195 170.0 723 162.5 1256 170.0 747 146.3 1286 170,0 766 121.9 1288 170.0 756 104.5 1255 170.0 758 81.4 1286 170.0 75850.925 in 170.0 747 170.0 563 170.0 age
858
170.0
170.0 891 170.0 1116 f7a.0 754 150.7 1130 1T0,0 803 1J3.9 1130 170.0 837 720.E 1130 170.D D56 COOS 1190 170.0 661 88.1 1130 1ro.0 Bet 75.3 1130 170.0 8a1170.0 7B7 170.0 612 17&0 74B 10g.0 B15 132.3 735 97.6 915 123.9 726 87.8 915 115.5 720 73.2 B15 114.4 715 62.8 915 114.4 715 54.B 915 114,4 715MH170.0 685 170.0 701 146.5 975 182.3 761 1255 B15 1N.5 930 104.e 662 75.9 830 99.4 656 63.3 930 94.5 619 54.2 830 g4.1 649 47.4 e30 84.1 e{963in157.8 B30 18L9 T10 126.5 i0 138.9 694 108.5 830 123.2 681 94.9 570 1122 670 U.4 SB3 472 757 78.2 59i 41.3 757 782 591
p Be in 132.1 757 1{0.0 65D 110.0 757 179.E 63fi 94.3 7 105.8 824 B25 757 96.1 614 73A 757 59.1 600 6e.D T57 812 SOD 65.0 757 ro.0
540 72. 80.1 530 6J.6 830 72.2 521 505 636 86,5 514 50.9 638 823 506 42.4 53e ' S72 500 36.3 636 55.3 497 31.8 638 552 07721n101.7 636 100.8 552 Me 836 91.0 571 a.6 471 48.0 571 55.5 484 43.2 571 51.6 459 38.0 571 47.0' 451 30,9 571 M.8 447 27.0 571 M.5 146
76n
i
8e.5 71 80./ 498 72.1 571 78.9 488 571 67.4 479 54,1
44.4 542 51.0 M2 M.0 342 47.5 437 33.3 542 42.9 42B 28.6 542 40.8 425 25.0 442 40.1 42378In80.0 542 83.4 474 66.7 SI1 7DA 465 57.1 542 82.1 4, 50.0 5/1 55.7 4a
29.6 331 21.7 107 28.1 327 18.8 407 24.1 S22 18.3 407 9.0 319In51140757.7 351 43.4 407 45.4 355 372 407 39.6 349 32.5 407 35.3 343 2E.9 407 32.1 333 28.0 407
96M 42.9 355 M.1 320 35.5 358 37.2 314 30.7 358 32.4 309 2e.8 358 26.8 301 2&5 358 26.1 300 21.5 358 24.0 296 17.9 356 21.0 28B 15.3 759 192 284
108n 30.1 2B3 90.8 255 25.1 283 25.9 251 21.1 213 22.5 247 18.6 2&3 19.9 244 16.1 283 18.0 240 15.1 283 16.5 237
1111n V.8 267 28.3 242 a.t 267 23.8 2J8 19.8 267 20.8 235 17.3 257 18.3 231 15.4 267 19.5 228
1201n 22.0 229 223 1 209 1 1&7 1 229 18.8 205 1 15-7 1 229 1 16.2 202
TARI F dR
nncnor a.a a
Hollow CMU FlBed CMU PTWostl Metal
Substrate: 2.1k Canc2te 3k Conc.
114" SS Eko 5'16" Elco 1/4" SS Elco a10 31ee1 a129teel 412 SteH
AMWTyPe: Lib' Eko UBrocan 1/4' Elca Uttnaen 5r18"EkoUSracw L16' Elea Ullrocon 1/4' Elco UltracCn AggmGalar Uft=w AggreGaior Screw (05) Go- (035) 9enw (OS)
Anchor Cap Patterns 2-i? 1I8• 1' 2.12' 1' 2-17 2- 3-1/8' 2' 0.46' 0.54' 0.324
Edge EhWce (InY 1' 2-12 1'
t-L4' 1-3/4' 2 1-1W 1-1/4' 1-1/4' 1-V4" t-1 /4" 1-1/4' Y 1-LB" 13/6' cedes
Embedmem On
rJBad QIP (Fp. 1T.
1 4" 131a
3801be 3901bs 450 lbs 8901b5 1844 ba 27016e 28C Ibs 354 Iba 740 De 3741be 654 Iba 946ba 741 Iba 4421ba 560 ba
2Archon 4.75' Mln. O.C. / 57arWaM or
700 be NIA N/A WA N/A 38Dbs WA NIA WA N/A WA fiB21ba 1120 Iba
4 Anchors ® 1.15" Min. O.C. /Standard (u' 0""' Clip (Fig. 2T 480 ma 1896lbs 540 lb 5601bo WA 7601bs 74B Iba BBB Ibs 16921ba 8621bs 11201bs
4 Anchors 3" Min. O.C. I (2) ZrS Anple Clips / (Flp. 37 780 bs 780Ibs 880 Iba 15601bs
WA .11 WA WA NIA WA 7151be
2 Archon C0.45• Min. O.C./U-01p, in1o.125' AL11-(Flg.4J NIA WA WA WA WA NIA NrA
ti7lba 370 1Bi lba 3321ba 4731oa 1701Ds 221 iDs 2801bs
1 A wMrlFLllp (F1e. 57 19551s f951ts 2251ba 44511a 622ba 135 Co. 14015s Los
A WA WA 34t be 142 0s 5601bs
2 Anchors ®i.tY Min. O.CJF471P . BL 24D bs 3501ts N/A .^^NIA WA WA 1901M wA r.1 I
MENT FORMULA:
DP..) X ( ANCHOR CAP.,,,,,,,,,\ = ANCHOR CAP.-
MULLION CAP.,,,,,,,,,,"/
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWERTHAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELDA MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
NOTE: FOR THEUhtStI lLll-, -IME O-n,..,,.v,.,.,,.-....,-•-...._.._.. 11.---Jc,1n--...1--
FIGURE 1: FIGURE 2: TABLE NOTES: 1.000'. -^-
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/CR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
TO BE DRILLED IN THE FIELD FOLLOWING I ONAL RESTRICTIONS SHOWN ON SHEETS 21.23.
2.750'
FIGURESHOLES ONS, HOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATFS: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLEDC-90. WOOD SHALL BE PRESSURE -TREATED 65 " CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM BE A MINIMUM OF.125"
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH ANSG OF 0,55, ALUMINUM SHALLBE6063-T5 AND
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .THICK GAUGE). STRUCTURAL STEEL TO 6E AT
125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYONDLEASTSHALL
THE MATERIAL. #10 & #12ANCHORS INTOWOOD MAY BE STEEL, 18-8S.S. OR410 S.S.
1' X 2.75' X .650' MULLION
PRODUCT REVISED
as complying With the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 051261202 1
tlltnul7l r
L10ENgF' •%(
r * : No.58705
3
SATE O ' (V:
i S] •' F,2 ORIOl" •'' G
ZONAL
1 N\`
A LYPIN b1ILLER, P.E.
FL P.E.# 58705
TABLE 5A million Capacity Table ballt3
Opening Width ar>rdrg mtdlion3)or OpanMg Height(forhDrizorlm11pspenning mullions)
TO in 80 in 80 In 100 in 120 in 140 in 1 rD fi
Rec(engufa
50In
TrapRderg. Raetvgq
8o
lar
in
Tnip/Taang. Ractangular TraiMang• Rattan Mp 7dmg. RacfaegWer TraPlTdetg• ReelargWar Tnp7Tdang. Loadln9 Rectangular
Lpadirq
T
Laafine
eng. Rec7eneuler
Loading TMp'Ideng. La9dn9 Reciengufar
Lpadn9
haprl'dang.
LaarBng
t" Y3.125" tt Loafing Loadnv Loading Loafing Loading Loading Luadmg Loafing Loading Loadrg Loading
600" Alum S S S S S S p D D D mmTubeMul(
8TalTATO! 11". TI-ki. u o` egartAsicIs55as` fit
868 170.0 W6 170.0 992 170,0 Sit 170.0 1116 170.0 521 170.0 1240 170.a 521 170.0 U. 170.0 521 170.0 735 170.0 521 154.4 1802 170.0 521
42m 170.0 620 170.0 435 170.0 7" 170.0 478 170.0
992 170.9 830 170.0 1133 170A 681 t70.3 1275 170.0 677 170.0 1417 170.0 B80 157.7 1577 170.0 880 135.1 1577 170.0 680 778.2 1577 170.0 I78081n170.0 708 170.D SZ1 770.0 850 170.0 584
831
570.0
170.0 7048 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 141.7 1'95 170,0 758 121.5 1495 170.0 756 106.3 496 170.0 75650.625 In 170.0 747 170.0 663 170.0 896 170.0 1118 170.0 754 170.D 1275 170.0 803 16e1 1401 170A M7 149.5 1401 170.0 858 124.8 1401 170.0 861 108.8 1401 170,0 881 03.4 1401 170.0 881541n1700797t70.0 612 170.0 956 110.0 891 170.0158.5 1158 170.0 878 138.7 1156 iB7A 028 123.3 1156 156.5 917 t11.0 1156 149.7 910 92.5 1158 1I4.5 803 79.3 1158 144.5 803 89.{ 1156 1N.5 71f13170.0 0B5 17D.0 7D7 1TO.D 1083 170.0 797
137.0 1049 155.5 119.8 1049 41.7 84fi 708.1 1049 1320 836 Me 1-11 125.5 828 79.9 f049 119.3 82C 68.5 1049 118.9 819 59.0 1049 118.9 819170.0 930 7T0.0 745 159.E 1049 170.0 550
775 82.8 955 11 765 83.4 955 106.4 757 BB.S 955 00.8 7dB 59.8 855 88.7 748 521 B55 9E.7Lp1168.8 855 iml) 789 119.0 1% 151.3 804 t19.i 955 03.7 788 104.2 055 721.4 a
69.8 628 40.1 803 58.7Cj128.5 aM 134.9 697 107.0 b03 114.9 Set v1.8 am tol.1 870 MA 003 91.Z 858 7(A 803 83.8 649 64.2 803 788 842 57.5 BDi 72.2 872 45.3 803F7178.0 721 85.1 605 88,3 721 70.5 SBS 80.7 721 70.1 586 54.6 721 85.4 57B 45.5 721 59.4 589 39.0 721 58.8504 34.1 721 58.1 583101.0
f082 721 114.1 629 01.D.0et6
56.1 B84 84.4 558 50.5 684 59.9 551 42t 68454.1 541 36.1 684 51.3 5M 31.6 684 500 534BB1105.4 5t19 84.2 B84 BB.4 587 722 684 78.4 578 63.7884 70.4 567 37.3 421 27.4 514 33.0 412 23.5 514 30.1 408 20.8 514 29.0 40351487.9 456 5/.8 514 57.3 448 47.0 514 60.0 440 41.1 514 44.6 433 36.5 514 40.5 427 32.9 511 452 72.8 35585.8
95 in 5l.2 412 55.7 404 45.2 452 47.0 306 33.7 452 40.9 WU 33.9 452 36A 384 30.1 452 32.9 378 27.1 52 30.J 373 22B 452 28.8 385 19A 452 24.2 359 16.827.2 357 28.4 312 23.8 357 25.2 308 11.1 357 22.7 303 19.0 357 201, 289 15.8 357 18.0 293 13.8 357 16.2 287 11.9 3S7 15.0 28338.1 3571OBIn 389 322 31.7 357 32.7 317 292 18.5 338 20.8- 258 17.5 338 IS.( 28d 14.8 338 16,5 778 12-5 338 14.8 273 11.0 338 13.8 269111h35.1 338 35.8 308 28.2 338 30.1 301 25.0 338 e.1 298 2t.9 338 23A 13.8 288 14.0 246 11.6 289 126 240 9-9 289 17A 238 8.7 289 10A 23212Dh27.7 280 2B2 283 231 289 23.7 259 19.8 289 20.5 258 17.3 289 18.1 252 15.4 26.9 18.3 2!9
TABLE 513
Sut.nal,, 27K Corcrte
AnehorCa ae
3,Sk C-c.
Table iba
HolmCMu FOIed CMU PT WOOD Mda
IV I. tN" 55 Em0 916 FJc o d" SS EiCo M Steel N72 Steel M2 Sirsl
An,"Type 3/16Elco Uft-m 1/4^Eko Umacon Unacoe 3mV EIco Lima, 114'FJcoUOlacon A97o3mor ult M A-GUo' SEMW(C-5)6crew GS} SI-(O6) Anchor
Clip Patteme 2-vr1• 2-VT 2-v2' r 3-VB' 2' 048' 0.54" o.32r Edge
Ol5 eDnX 1" 2-V2' 1• 4'
r t-v4• 1414• 1 v4^ I 1-174' 1-tN' r t-3B' i3re" vade5 Emaennc9
n. t3/4" t3/4• 390
ms 13/
4 1 450
m5 1644 no, Z70 ma 2® Ibe 954 IMI 1-, 37d IDs 4 baW811a 9d1 IM 4C210s YA Bts 2
AnchorsQ 4.75' Min. O.C.I Standard IX Off at COP P11 1390 ms N/A 39L ma N/A N!A N/A WA WA 6SZIb5 8651m 1131 Ba 4 ArYOIXs
1.15" Mln. O.C. / steider0 (IXIXSet) Cllp 0 2) 480 ma 700W N/A tllA NIA 5601hs N/
A 7601t6 7481D4 BPI111x 1B921ta 682 ms 885 ms 112D Iro 4 Art
rocs®3"MIn. O.C.I (2) 2t5 Angle CllPS 093f 780 ma 780056m mz i5601bs t0961bs 540109 I0I N/
A WA N/A WAWA 10191as 3 ArctlOis
0.45'Mln. O,C.IUGIp, tnn _125'Alum(F44j WA WA N/A WA NIA WA 0, 141fa
N/A
I-IDz
3701b9 t87 ms 3321M 4731W t7oms 221 Ica 2B0 Im 1Arclbrl FGip(
Ag-T t95 ms 1951ta 71S ms 445Iro 622 ds 135ms WA NIA
WA WA 341 IM d421 5601ta 2 AMron ®
1.75' Mrt O.CJ FLY (Rg 6$, 2Q MS J501ts NIA WA NIA AC THE
WA im
ne CTAf lnARD
CAIP_ NOTE FORTHEOFFSETCLIP, use I tim brim AN,Hvr FIGURE 1:
FIGURE 2: ANGLE CLIP
MUST BE USED IN PAIRS. FIGURE4: FIGURES:
FIGURE6: TMENT FORMULA:
ANCHOR CAP.,,",,,,,,,
DP-) X ( ) =ANCHOR GAP.,,,,. MULLION CAP,,,
USE THIS
FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED-
CORRESPONDING TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE OPENING, WHEN
IT IS LOWER THAN THE MULLION CAPACITY (FROM
THE TABLE) OF THE SELECTED MULLION. IT
WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH
MAY BE USED TO QUALIFY ADDITIONAL ANCHOR
OPTIONS FROM THE ANCHOR CAPACITY
TABLE. F1.000'-
I T TABLE
NOTES: 1) SEE
SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS
2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR
INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125" 3) MULLION
AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO
BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW
SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES:
CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCKUNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERNPINEWITHANSGOF0.55. ALUMNUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' 1-X 3.125'X.5'MULLION THICK. STEELSTUDSTOBEAMINIMUMGRADE33AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT - (1" VF MULLION) LEAST .125"
THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADSBEYOND THE MATERIAL. #
10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR410 S.S. U.1
w n1n
W
aPRODUCTREVISED
as comp)
ying with the Florida Building Code
NOA-No.
17.0630.01 Expiration Date05/
26/2021 a1NY LYNN "'%
EN i
No.58705 •
7 Q7_
O
6
ATE a,7
GRID......... G oNAt St" A. LTNNIMiI16.K P.E. FL P.
E.# 58705
TABLE 6A
Mul®on CapacityTable (IbalM1=)
Opening WMth (forse18caly-spalfrirg rufflons) orOpening Height (forhodZ011W6y-Sp eralirg m11110rtt)
50in 60 In 70 in W In 901n 1Win 1201. 140in 160 in
1 x4x.125
Relten9ular
Landing
Trep/TnenO.
Loading
Rectangular
Laedin9
T2p/Tdang.
Loading
Rectengubr
Loading Trap/Tdang- Loading RectanOWarLoad, Tlapfhtargl.
Lmdin9
Rectangular
Leading TreAfTriell9. Loading Reetanglar
Loadrp
11apTdenp.
Loading
Rectangular
Leading Trep/Trlang. lnadrp Rectee,,le,
Landing
TrapMbng.
Loading
Rectangular
Loedrg TrepfMenv. Lwdn9
Alum Tube
Mu81on
a
is f
a 8 B_
42 in 17CD 52D 170.0 435 170.0 744 170.0 478 170.0 E68 170.0 5D6 170.0 8R2 170.0 519 1700 1116 170.0 521 170.0 1240 170.0 621 170.0 146e 170.0 521 115.8 f188 170.0 521 127.8 1489 170:0 621
4a In 170.0 TOS 17D.0 524 170.D 050 170.0 SIN 170.0 992 170.0 WO 170.0 1133 170.0 Gal 170.0 1275 170.0 SIR 156.3 1303 170.0 680 130.3 1303 170.0 660 111.7 1303 170.0 680 97.7 13W 170.0 6B0
50.625 in 170.0 747 170.11 563 170.0 aSS 170.0 tilt 170.0 ID46 170.0 684 170.0 11D5 170.0 T23 156.1 1235 170.0 747 140.5 1233 70.0 758 117.1 1235 170.0 756 1W.4 1235 I70,0 755 87.8 1275 170.0 756
64 b 170.0 797 170.0 612 170.0 953 171 691 170.0 1116 170.0 754 134.4 1160 170.0 803 1172 1158 170.0 837 123.6 1158 170.0 856 1029 1158 170.0 861 86.2 115E 1700 H67 77.2 1168 170.0 881
601n 170.0 WS 170.0 701 166.7 1042 17C.0 797 142.9 1042 IVA 832 125.1 1042 146.7 815 111.2 1042 13e8 801 100.0 1042 130.2 791 83.4 1042 125.1
782r4l'.3
1042 125.1 782 625 1042 125.7 782
631n 1T0.0 9W 170.0 745 1512 992 163.E B78 729.6 992 IM.4 799 11J.4 892 131.0 782 1048 892 121.4 788 90.7 992 114.8 758 75A 992 708.4 745 992 106.0 7H 56.7 992 108D 744
86 n i65.4 9l7 170.0 789 177.8 947 148.0 7B8 118.1 B47 iJ0.3 768 103.4 947 117.7 752 91.9 947 108.7 738 827 917 1022 727 es,• 947 85.1 713 947 94.0 711 51.7 917 94.0 711
C 72t 135.8 819 1427 737 tt3.2 849 121.6 772 97.0 849 106.9 706 84.9- 8/9 9fi.4 886 75.6 B49 88.7 686 87.9 818. 82.7 BIS 56.6 849' 75.3 659 813 725 652 42.5 819 724 661
J 761n 120.7 665 96.3 762 t026 652 825 762 90.0 640 722 762 80.9 629 64.2 762 74.2 620 57.8 782 692 613 48.1 762 62. W2 762 69.9 597 J6.1 762 59.4 599
E 7Bh 111.4 634 890 724 94.6 621 76.3 724 82.9 6W 66.8 724 74.4 599 59.4 724 0&1 591 53.4 724 63.4 583 41.6 724 67.3 573 724 54.3 567 33.4 724 53.5 585
90 i1 71.8 483 50.0 543 W.7 471 48.7 543 52.9 466 43.5 S43 47.1 458 38.6 543 42.8 452 34.8 543 39.8 448 29.0 543 31.9 436 24.8 543 321 430 21.7 543 W.7 426
BB in 58.9 427 47.8 470 49,7 419 40.9 478 43.2 4/2 35.5 47B 38.6 4W 31.e 478 3/D 4W 26.7 470 32.0 395 239 4)8 28.1 388 27.5 478 29.8 381 17.9 178 21.2 A6
108 in ZlJ'3
341 33.5 377 34.6 335 26.6 377 30.0 330 25.2 377 2fi.6 325 224 377 24.0 721 2ai 377 22.0 317 16.8 777 19.0 510 14.4 377 17.1 304
111 In 37.8 323 30.8 157 31.8 318 26.5 357 27.8 313 23.2 357 24.4 3W 206 357 2210 305 18.5 357 20.1 30/ 15.1 157 17.4 i94
12061 79.8 27921.5 9D5 25,1 2T4 21.0 3W 27.7 T70 18.3 JOB 192 287 18.3 3W 17.3 263
In2 17.2 196
TABLE 66 Anchor Ca aei Table IbB
substrate 2Tk Comrcto 3',5k Conc. Hallow CMU Filled CMU PT woad Mafel
5116El.. 74" 88 Elea 5116' Elca 1/4- SS E@o 10 Sled 112 SI-I 11128 Anchor
Typo 3/16' Elan Unacon IW E@o UH-. Ul 3116' Eleo utxon 1/4' Elao Uihacm Avvu2-
i18rec0n A90reGator 6crew(GS) Screw (GS) screw (GS) Anchor
COp Pattern• 2-12' 1' z-tIT Ilff` 1/6' 2-12' 1' 2-t/2' Y 1-119'Ur
2'
0, Eder
DLstame 1hr Embedment
M7 i"
f-
Y4' 1-34' y4" 1-&4' 4' 1-114' 1-1/4' 7-1/1' i-iN' 1-1/4' f-7l4' Y 1-3/9' 1-31' I- 1318' ries vedlb2
MehOn ®9.1Y Mtn. O.C. /standard or Outset Glp (Fg. 182): 3801he 39D 1hs4501W 8901bs 1644 M. 270 @s 280lb. 354 to7401M 374 lbs 654 lb. W Ibe 341 Q. N21M fi60 to 4
AnMn 2.25" Kn. O.C. / ste a. (or OQsat) CIID IFIg, 3J: 700 @s 7W IM 580106 14101Es 9521M WA SBO lb- WA 630 @e WA BBOIM WA 8821bs BBS [be 11201h q
Amnon ®1.t5 MIn, O.C. / 6bndard (or 061et) CIID (Fla. 47 960 to 1400 @s WA WA WA WA 760Iba WA WA WA WA WA 1367 @S 17701ha 2210Ibs 4 Anch-
gY .1, O.C. / (Z) 2%5 Anple Clips / (Flp. 5y 760 @a 78 I -be 880Me 15801M 1888 tc 540 @e SaoIba NIA76D @0 746 Iba BBO lb. 1892lb, 682 @e gas It. 1120 @s 8 Amtgre ®
3' MIn. O.C. / R7 2a5 An97e Caps l (FV- 6): 11701ba 1/7c U 10201. 2340 to 2844 to 810 gm 840 Bs NIA 1 i401M 1122IM 13231bs 2038 to 10221M 1321 IM 1680 @II Pnelars 0.
45 Min. O.C. I ualp, Inia .125' Al- (Fig. 7): WA WA NIA WA WA WA WA NIA 14 N/A WA WA WA NIA 1130 RM 2 Ancnore ®
225' hl'n. O.C./ MpFig. 8): 360 @a 3S0 bs 29061s 7051bs 476 @e WA 280 @a WA 315 @s NIA 4401bs WA 341 be, M2IM 5W is 4Anchwe01.
W bih. O.C.IFLTIp (F7B. 9): 4801be tau M WANIA N/A WA 380 IM WA I WA NIA WA WA M2 lbs Bea es 1 t201be NOTE: FOR
THE OFFSETCLIP, USE THE SAME ANUHUH FAI I er<ryArvv AIwr1VR ..L: FIGURE 1:
FIGURE 2: FIGURE S: FIGURE 4: FIGURE 8. FIGURE 9: F*. Ir.]
FIGURES: FIGURE
6: FIGURE7: ANGLE CLIP (
FIGURES 5&6) MUST BE USED IN PAIRS. TABLE NOTES
TMFW Fr1RMl
11 A- DPI,) X (
ANCHOR CAP, \ _ ANCHOR CAP.- MULLION CAP.,,
a,,,,,,e USE THIS
FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED-
CORRESPONDING TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE OPENING, WHEN
IT IS LOWER THAN THE MULLION CAPACITY (FROM
THE TABLE) OF THE SELECTEDMULLION. IT
WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH
MAY BE USED TO QUALIFY ADDITIONAL ANCHOR
OPTIONS FROM THE ANCHOR CAPACITY
TABLE 1) SEE
SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-
4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR
INTERPOLATION BE IWEEN MULL LENGTHS AND/OROPENINGWIDTHS IS ALLOWABLE. 3) MULLION
AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE
DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE
HOLE LOCATIONS. . 4) SUBSTRATES:
CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCKUNIT (CMU) SHALL CONFORM TO ASTMC-90. WOODSHALL BE PRESSURE -TREATED YELLOWSOUTHERN PINEWITHANSGOF0.55. ALUMINUM SHALL BE 6063-TS AND BEA MINIMUMOF .125" THICK STEEL STUDS TO
BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURALSTEEL TO BE AT LEAST ,125- THICK AND A36.
ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND THE MATERIAL #10 & 12 ANCHORS
INTO WOOD MAY BE STEEL, 18-8 S.S. OR 4tO S.S. K H
K
J
w
Q
2 I-
Z a ~ PRODUCT
REVISED
as complying
with the Florida Building Cod.
NOA_No.
17-0630.01 Expiration pate
0512612021 w W
1:
JY
LYNN
at-1GENyF'•.
i 4.000' :' '.• No.
58705 411
125' :0•.
SATE
j` 1"X4"X.
12S (ONAL E\. MULLION A.LANIfMILLVIR,
P.E. FL P.E.#
58705
I Y.OLC ! IY
Mullion Capacity Table (IbsMt)
Opening Width (for vertically -spanning mldfions) orOpeningHeight(for IrorimntaN-spanning indliors) 601n
60 in 701- 80 in901n 1001. 120 h 140 in 1601n 1
x 4 z-ST5 Re°tanglar LoaningTrepr7flan9. LoaningRectangular Loading
Trap'TnallLoadingRectanguar Loading
Tnip/
Tdang Loadrlg
Rectangular
L
ading Trep/Tdana. LoadngRectangular laadtng
TraprTnang. LoadngRectangular Laadng
TraWTd-
V. Lwdng
RediiMIN
LOading
Traprli- .
inadng
Reclmlgular
Loadng
T¢pTdan9. LowingRectangular Lcedng
T-P Tdan9. LoadngAlum.
Tube T'
Mullion
L
r d
5
3: c 2•
8
cSE
S
8a
3 A
cR
r
S•€
6$
r
c3
g
i
r
L4 _
r
c3e
n
r x
9 x' c r_
x
3 f
8
z• _
t9
3 A
1
r•
x
421n
170.0 620 170.0 435 170.0 7µ170.0 478 170.0 868 170.0 508 170.0 992 170,0 519 170.01110 170.0 521 170.0 1240 170.0 521 170.014M 170.0621 170.01735 170.0521 170.0 1933 170.0 521 481n
1 00.0 708 170,0 624 170.0 850 170.0 684 170.0 982 1700 630 170.0 1133 170.0 681 170.01275 170.0 677 170.0 1417 170A 680 170.017M 170.06Bc 170.019a3 170.0880 151.8 2024 170.0 680 50.
825in170.0 747 170.0 583 17e0 6% 170.0531 170.0 1046 170.0 684 170.0 1195 170.0 723 170.01345 170.0 747 17aO 1494 170'.0756 170.01793 170.0766 158.01979 170,0758 136.51919 170.0 756 541n
170.0 797 17" 512 170.0 956 170.0 691 170a 111a 170.0 764 170.0 803 170.0143f 170.0 837 170.0 1594 170.0 856 159.91799r7D 861 137.1 1799 170.0 561 120.0 1799 170.0 WI 601n
170.0 885 i70.0 701 170.0 1063 170.0 797 770.0 iZ40 170.0 B78 170.0 0.0 eµ170.01594 170.0 9% 155.5 1618 170.0 1033 129.6 1619 IN3 111.0 1619 170.0 1063 972 1019 170.0 1063 631n
170.0 930 i70.0 745 f70.0 1118 170.0 850 170.0 1302 170.0 940 170.0 0.0 1016 t56,7 1542 170.0 7W6 741.0 1542 170.0 1122 117.5 t5/2 1758 7007 1942 167.9 1157 68.1 1542 167.8 1157 66
in 170.0 871 1M.9 789 170,0 1169 i70.0 g03 170.0 136/ 170.0 1002 160.8 4t27170.0
0.
0 10% 142A 1472 168.8 1148 128.5 1QZ 158.8 1130 107.1 7472 1100 91.8 1472 148.0 1104 80.3 1472 148.0 1104 m
Rln 170.0 1063 170.0 878 170.0 1275 170.0 1008. 150.8 1320 1662 1101 1320 9.9 108T 117.31320 137.8 1088 105.8 1R0 128.6 1049 88.0 1320 1-4 75.4 1320 112.8 1013 66.0 1320 112.5 1012 e
76 In 170.0 1122 170.0 937 149.6 1184 159.4 1013 128.2 JIM 139.9 894 112.2 5.7 078 99.7 1164 115.3 9W 89.8[742
707.
5 952 74.8 71M 935 64.1 11B4 93.1 927 1 1781 823 925 2
78 In 166.1 1124 170A 967 138.4 1124 147.0 966 1t8.5 1124 128,8 947 103.8 5.E 931 92.3 1124 105.8 916 83.0 98.5 006 602 T124 890 59,3 1124 84.3 987 51.9 1124 832 678 in
108.1 M4 111,5 750 90.1 8µ94.3 736 77.2 844 32.1 724 67.6 844 M.3 712 60.1844 66.5702 64.0 61.4 693 45.0 844 54.2 678 38.6 844 50.0 We 318 8µ47.7662 96
in89,1 742 91.5 663 74.2 742 77.2 652 63,6 742 67.2 847 5.7 742 59.9 W1 49.5742 54.1 622 µ.549.0 614 371 742 43.6 WO 31.8 742 39.8 840 27.8 742 37,5 584 106
in 62.6 586 63.9 530 52.1 586 53.0 21 44.7 586 46.6 513 39.1 586 41.4 505 348 34.2 492 26.1 586 29-6 481 22.3 688 26.0 472 19.6 686 24.7III In57.6 555 58.8 603 48.0 555 49.5 495 412 555 42.9 487 36.0 555 38.0 490 32.0 M47 31.3 467 24.0 W5 27.1 457 20.6 55524.3 448 18.0 555 22.4120in
45.6 475 4a.4433 38.0 475 39.0426 32.6 475 33,7 420 28.5 4]5 B 414 25.324.5 404 18.0 475 21.1 395 16.3 475 18.7 387 14.3 475 17.2781 tµ
in 26.4 330 28.7 305 2Z.0 330 22.4 301 18.9 330 19.3 297 76.5 330 17.0 263 NC
LC / C Anchor Capacity Table Ln Substrzle:
2.7k Cottorete 3.51, Cnnc, Nolbw CMU Filled CMUPT Woad Metal Anchor
Clip Patterns Anchor
Typa: 3t16' Eko Ulir4con i/4" Elco UlVaean 5,1C6M° U'16""n 3Ii6' F]caUlaaoonbWA
o
UBfacon 1/4" 55 Eico Aggrecatar5H6` Elco Ulm- 1/4" BS El- AggraGlar910 Steel So-(G5) 412
Steel 12 Stee1S-(
G5) Edge
Dslonce(IrF t° 2-1/2" 1" 2-71T 3-1/8" 1" 2-12'2-1/7 2" 3-7/6• Y 0.40" 0.W 0.324" Emhedment
MC 1314 1-3I4' t-7/4' 1-314 2" 1-V4" 1-114' 1.114' 1-114" 1 114• 2" 1-3/8' 3/8" relies 2
Anchors4.75 Min. O.C. / Standard a 00sei Glip (F19. 162): 390Ibs 3901bs 46011 8901bs 16441ba 270 Iba 28016s 740 ms 3741bs 8641W NO ibs 341 Ibs µ2 Ibs 580Ibs 4
Anchors ® 2.25- Min. O.C. I Slendard (or Oibel) Clip (Fig. 3r 7W ibs 7 159 580 Ibs 1410 IM 962 Ibs NIA 560 to.010 @s NIA e801be WA 682 Ibs 885 IN 1120 ®s 8
Anchors0 1.15' Min, O.C. / 3lendard (or Oasel) Clip (Fig. 4i 060lbs 14001bs WA WA NIA N/A 760lbs WA N/A NIA WA 13631bs 17TO Ibs 2240lbs 4
Anatvrs®3'MIn. O.C.!(2)2x5Anple CBpa /(Fi9. 5): 7%Ibs 7%Ibs 680Ihs 158016st8881ba590 @c 5601Cs760lbs 7481b4 BBO Ibs IM 1. 682 lbe 8861bs 11201be6 Anchors ® 3' Min. O.C. ! (2) 2x5 Awk Cllps I (FIO. Br 1170 Ibs 11701be 1020 lba 23401bs 2Bµibs 81015s 8401be1140 It* 1122 bs 13201ba 28381bs I= lbe 1327 lb 1680 Ibs 4
Arotars ®0.45' Min. O.C, / U{11p, Inlo .125 Alum. (FI9. 7j WA WA N!A WA WA WA N(A NIA N/A NIA N!A WA WA N/A 1430166 2
Anchors Q 225` Min. O.C/ FLllp (Fig, BY 3501bs 3501bs 290 hs 705Iba 4761bs WA 2801ha N/A 375 Ns WA µ0 ibs WA MI Ibs µ21bs N Ste4
Anohaa ® 1,15` Mn. O.C/ F Clip (Fig. 9k 4801bs 7001bs WA N/A NIA WA 3w 1bs WA N/A WA NIA WA 6B21bs 8851 1120 Ms NOTE:
FOR THE OFFSET CLIP, USE THE SAMEANGHOK PA 1 cKN ANLJ ANUMUKVALUCJ - I no J 1-1 ur,rtu -1. FIGURE
1: FIGURE 2: FIGURE 3: FIGURE4: FIGURE8: FIGURE9: FIGURE
5: FIGURE 6: FIGURE 7: ANGLE
CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. ANCHOR
CAPACITY AL i IENT FE)KNIULA: DPm)
X l ANCHOR
CAP.,\ =ANCHOR CAP... MULLION
CAP.,,,,,,,,,,,/ USE
THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING TO AN ACTUAL
PRESSURE REQUIREMENT FOR THE OPENING,
WHEN IT IS LOWER THAN THE MULLION CAPACITY (
FROM THE TABLE) OF THE SELECTED MULLION.
IT WILL YIELD A MINIMUM ANCHOR CAPACITY
WHICH MAY BE USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE ANCHOR
CAPACITY TABLE, TABLE
NOTES: 1)
SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
LOADING. SEE SHEETS 2-4FOR GENERAL INSTALLATION METHODS. 2)
LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)
MULLION AND MULLIONCLIPS SHOWN ARE NOT TO SCALE. FOR EXACTDIMENSIONS, SEE SHEETS
21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN
ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4)
SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -
FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -
TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-
T5AND BE A MINIMUMOF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND,045" THICK (
18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORSINTO
METAL SHALLEXTEND ATLEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS
INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.
I
s
0
PRODUCT
REVISED as
complying with the Florida 9uilding
Code NOA-
No. 17-0630.01 Expiration
Date 05/26/2021 By
BONY....
LICENSE • (%
140.
58705 G
A
LYNN!NiM4W0, P E. FL
P.E.# 58705
i 1AULC 8A
Mullion Capacity Table IbsM°
Opening Width (forMan cailySpanrfing mullions) or Opening Height (for h0dmrtlally-3perthing mullions)
50 in 601n 701n 801n 901n 100 in 1201n 1401n 160 in
126 " k Rmump lar
Loafing p7Tdmig, Loadrlg Redangdar.
Laodmg
TraP/T1.W.
Loafing
Reclang.I.r
1.0"'o TmP/Tdeng. Leeag R.o 9J.1
Loading TaWTdnng. oaLdng Rectengulu
Losing Tnp/Tnang. Loadnp Redangulu
Loading Trap/T4eng. Loading Re4tanp4u
Loading
Trap/Tdang.
Loading
RectanpJar
L. d.0
T [Tia.w,
Lading
Rect4nguler
Loading
T-Pflfl ng.
Loading
265" Alum
TubeMu6
a F a
S 2• gg a
Tim Taff,&i Tiv-i,
Pr
S
ac
8S
rc
6
ac d`¢
Sall
5
fc
5 t
drJ
g
1
fr
sRc
fig
K c G`a Sic
42 in 170.0 820 170.0 436 170.0 744 170.0 478 170.0 868 170.0 506 1T0.0 9B2 170.0 519 1T0.0 7116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170,0 521 15t.6 1769 170.0 521
481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.01 1133 170.0 661 179.0 IZ75 170.0 fill 170.0 7417 170.0 680 154.8 1548 170.0 6W 1327 7548 170.0 6W 118.1 1540 770.0 680
50.8M in 170-0 747 170.0 563 170.0 896 170.0 631 170.0 f046 170.a 6M 170.0 1195 170.0 723 170.0 1345 170.0 747 1E7.0 1468 170.0 750 139.2 1468 170.0 756 119.3 1468 170.0 756 104.4 1468 170.0 758
Bain 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 7U 170.0 1273 170.0 W3 163.7 1376 170.0 837 146.8 1376 170.0 856 122.3 1376 170.0 851 104.8 1376 170.0 861 91.7 137fi 170.0 W1
Win f70.0 885 17D.D 701 170.0 1063 170.D 797 158.9 115E 170.0 878 139.0 1158 167.4 970 173,8 1158 156.8 919 1112 1158 1W.0 912 92.7 7168 144.8 W5 79.4 1158 144.8 W5 69.5 1158 1MA 905
Wln 170.0 930 170.0 145 160.1 105f 170.0 eW 137.2 1051 15S.9 62 120.1 1051 142-0 848 108.7 1051 132.3 837 W.1 1051 125.7 030 80.1 1051 119.5 822 68.6 105f 119.1 021 60.0 1051 118.1 821
Lbin 167A 957 170.0 789 139.3 257 151.6 WS 119.4 M7 134.0 790 104.4 957 121.6 777 92.8 W 112,8 767 83.6 957 106.8 759 69.6 957 10D.0 750 59.7 957 08.9 748 522 957 98.9 748
c 721n t26.7 W4 1352 698 107.3 604 116.2 6M 91.9 W4 101.3 671 04 804 91.4 660 71.5 W4 04.1 650 64.4 am 79A 43 53.8 804 723 633 46.D 804 69.9 629 40.2 am 69.8 828
J 78 m 709.4 722 11/.4 630 912 722 972 618 78.2 722 86.3 8W 68.4 TS2 7s.7 596 60.8 722 70.3 588 M.7 722 65.5 5W 45.8 722 59.5 5T0 9.1 722 36.7 565 342 722 56.2 E64
75 75in 101.2 50 105.0 WO 84./ 885 89.8 5W 723 M 78.5 577 63.3 655 70.5 568 56.2 W5 04.5 560 60.6 665 60.1 553 422 685 6f.4 537 31.8 685 W.7 536
Win 85.9 515 88,0 45T Sd.9 515 57.5 449 I7.1 575 50.1431 11.2 MI 44.7 434 38.8 515 40.8 425 33.0 615 37.4 422 27.5 515 30.5 407 20.6 515 29.1 404
961n 64.3 453 55.6 404 45.3 453 47A 397 38.6 45.3 41.0 391 33.9 453 36A 385 302 453 33.0 379 272 453 30.4 374 22.6 453 24.3 3W 17.0 453 27-9 356
38.1 356 39.0 323 31.8 35 332.8 3t8 27.2 358 2a4 313 23.8 358 25.2 308 212 358 22.7 304 19A 358 20.8 300 15.9 tff3. 1111n 35.1 33H 358 308 29.3 338 30.1 301 25.1 38 26.1 297 22.0 33B 23.2 393 19.3 338 20.9 289 1T.6 338 t9.1 283
1201n Z1.8 29a 25.3 2M 23.2 290 23.8 280 10.0 290 20.6 256 17.4 290 182 253 16.4 290 16.4 249
1MM 16A 201 18.3 IN
w c o0
Anchor Cepa4ity Table Ibe)
Stdxtate: 2A Core 10e 3.5kCow I HWow CMU FBIeacklu PT Wmd M9a
Sm6'E¢o v4•'SS EkoSH6'Ll[01WSS EIco l-oN70Strd 1251-151.1
Anchar T7pC
AnchorClip Patterns
3n6- Elco UlImm tie Ekd Uft.1. Unw. 3'1G ERR UAMMEV14ro U last- A97DCAOr UnU1c Agon!CZ S (6) Sc (G7 Sv. (G5)
2-V2' 1• 2-vr 3 11T I' 2vr2-vr r 3wn• r 0AW 0.5C 0.32C
1314' 13'4' 13A' 13/d 2' t-v4• i-U4' 1-Vd" 1-f/d• 1-i/4' 2' 1-38' 13r8' vanfes
2 Ancltol4 d.75' Min O.C. / 32maltl a Offiel Clip IH9 1} 390Ibs.
A
4'i7 Ibs 550 ats 164/ 18s 2701Ds 2801tz 3M ea 7401bs 374 ID8 fib! I18 B461m 3:t 104 442 ks 5W los
4ArchW6 1.15° MIR O.C. ! Sta 0MI (fN Cn1eQ COP (119 I' 40DIbs WA WA N1A NIA 3W It. N/A WA N/A WA WA 21Ds 8651 1121 NX
4An[f09 7 Min. O.C. / (2) 2 AngleGiPsJIr1% 3): BD IDSM0 ba 15W Ibs t896 09 6401DsU Ins 91A 7WIbs 7481Ds am Im t89211 6a2 Me am R6 412D ItS
4Arch>ra60.45•MIn.O.C./ULBp,lmo 126'Alugt(FT94j N/A N/A NA NIA N/A WA N/A WA N/A WA WA N/A WA 1dW t.
t Arcmr/ FLAP RR9 5T 195105 i95 bs 225It 4451m . 822 Na 135 ®s 1401S 1T71D5 3701M ta7ltts 3321D9 d73ns 170 m 221 He 2W @1
2 Antn0M 6 t.13 tMN O.CI FLAP (Fg 6y 2A0 Ds 350IDS NIA WA N/A NJA 1WIts NIA WA N7A h'lA NIA 9418u 442 5W 8t4
NUIt: FUtt INt Urratl a.air,- I n c .v...i. ".- ,._.._....
FIGURE 1:
FIGURE 3:
FIGURE4: FIGURE 5:
fl'10900
FIGURE 2:
ANGLE
CLIP MUST
BE USED
IN PAIRS.
FIGURE 6:
TABLE NOTES
ANCHOR CAPACITY ADJU5TMEN 7 FORMULA:
D _) X ( h1ANCHOR CAP.,•,,,,,,) _
ANCHOR CAP. ko.
ULLION CAP.,„,,,„„
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD AMINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF .125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND
045' THICK ( 18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125" THICKAND A36. ALL
ANCHORS INTO METAL SHALL EXTEND ATLEAST 3 SCREWTHREADS BEYONDTHE MATERIAL
10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
l RI
U( ( Y
V4 } N Q O>
PRODUCT REVISED
as comp)ying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05/26/2021
By
Mlami-Dad roduct Control
s1111111111 /7!7
1 , 11 IvJv
No.58705 ••
p •.S ATE
i Cass •:e<Ontcp, •'G\?
A- LYNN MILLER, P.E.
FL P.E.# 58705
MENOMINEE
rOp.nf
mmmi1
M NO me MNO03NONO
m®131 m
mmmWINNO
NO
NOW ME IN
mm m Inmimm_ m
ME 11111111 IN
TART E 9R
Sub6frM: 2.7M C—WO
I`
3.5k
1 Conn y, a 1.
1.1— CMU F81ed CMU PT W..d Metel ss
EleaNN/
A 1/
4" 33 Eko a10 51ee1 012 31eet 0126.0 Arch.
l Type: 3/16'Elco Ullmcon 1/4'Eko Ulnaeon 3/1C FJeo Ullnwron U4"Eleo Nlneon Ago. Aoom it S_(GS)S_(G5) Semn(G5) Anchor
CUP Patterns 1' 2-11Y1' 2-1/2' 1" 2.12" Y Y 0.48" 0.54' 0.324" Edpe
Olalaiwe (In): Embadmenl(
in): i'
1.
914' 2-
1/Y1-
3//' 1- V 1-314" Y 1.114" 1-1/4' 1-W 1-1/4" 1-121, Y 1 8" 1.318' wrka 2
Anenors4.75° Mirt O.C.1 Standad a CMael Gip (Fla. 1): 3901ba 390 Iba 450 Ibe 3981ba 1644 iba 270It. 260Iba 75416a 740 Iba 37- Iha 9461W 341 It. 442 Iba 5801ba 1120
ba 4
Anchors ®7.15" Mln. O.C. /Standard (or Omeq Clip (Fla. 2F 4801.. 700 lb. WA NIA N/ANIA 3WIbe NIA N/A NIA WA 682 Iha 882
be Ma51na
685
ba1120 ba 4
Alrohws 0 3" An O.C. / (2) 2.5 AnolaCllpa / (Flp. 3Y 780 ba 780 Iba 880 Iba 1580 ba 1898 Ma 640 Iba 5 Ibe N/A 780 Iba 748 Iba1892Iba NIA
NIA 050Iba 3
Anchors 1'90.64' Mb. O-C.I ULIp. hto-1C0" Alum. (Fla. 4k N/A N/A WA. N/AWA WA NIA N/AIt.
N/
A 3701ba
NIA
187
IN NIA
473
lb$ 170 ba 221 Ina 28016a 1
Anchw! F-Olp (Fip. SY 195 ba 195 ba 2251ba M5 ba 82210a 135 ba 1401ha 177 NIA
WA WA 911 Poe 44216a Sao Mrs 2
Anchors1.14 Min. O.GIFLllp (FIO. ek 2401ba 350 MaW0. N/A1 WIhaN/A WA FIGURE
1: FIGURE2: FIGURE
3: B
FIGURE4:
FIGURE 5: 0
O
0
ANGLE
CLIP
MUST BE
USED IN
PAIRS. FIGURE
6: TABLE
NOTES 1)
SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)
LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENINGWIDTHS IS ALLOWABLE. 3)
MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS
21-23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN
ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4)
SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -
FILLED CONCRETE BLOCKUNIT (CMU) SHALL CONFORM TO ASTMC-90, WOOD SHALL BE
PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE AMINIMUM OF .100" THICK. STEEL STUDSTOBE AMINIMUMGRADE 33 AND 045'
THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICK AND A36. ALL ANCHORS
INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADSBEYONDTHE MATERIAL 10
8 #12 ANCHORS INTO WOOD MAY BE STEEL18.8 S.S. OR 410 S.S. AIN4MVK
1AYMl.111 XU I--- - -- DR.)
X r ANCHOR CAP.,,,,,,,,,,, ANCHOR CAP.— MULLION
CAP.,,,,,...,a USE
THIS FORMULA TOOBTAIN THE "ANCHOR CAPACITY
REQUIRED' CORRESPONDING TO AN ACTUAL
PRESSURE REQUIREMENT FOR THE OPENING,
WHEN IT IS LOWER THAN THE MULLION CAPACITY (
FROM THE TABLE) OF THE SELECTED MULLION.
IT WILL YIELD A MINIMUM ANCHOR CAPACITY
WHICH MAY BE USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE ANCHOR
CAPACITY TABLE 1.
55V 3.
250" 100'
125"
X 325' X .100' MULLION
FOR FIELD -
MULLED UNITS 1.
250-1 3.
2 50'T100"
1.
25" X 3.25" X .100" MULLION
FOR FACTORY -
MULLED UNITS 64
7 PRODUCT
REVISED as
comptying with the Florida Banding
Code NOA-
No. 17-0630.01 Explrat)
on Date. 5/26/2021 By
111111
III I,, 1Q
1Y LYNA) t,
ICENSF • • f4' No..
58705 s i
C s''•F ORIDA. •'' ATEF
70NAL'
E A. LYN7 IILL i2, P.E. FL
P.E.# 58705
TABLE10A
mullion Ca
MAN
0® mm
m1m.mmm mmmm
mm
mm®m®®®mmm®m®®mm®m m®m:mm®m mm®®mmmm
m®
m®®m®mm® mmm------mmmmm
TABLE 10B
Sulailmle 2.7k Cone the an com Ndbw cmu Filed CMu F7Wax I'm el
Atxnar Type. 3(16'E7co UIfdm Vr FCoullmcm d9S "'ouomcon 3110'E7co Ulr4(m 1/4"-01111cm 1/4"SS EkoAggreGHDr dtB'FJcoUHm.m Ur SSEIcoAggtEGatI lostoe, Sc1ew(G7)3cs12SieelP5) 12skeqSCW(G5)
Anchor Clip Patterns
r 2-vz 3.1ff r 2-VT r 2412' r 1 sire" z 0,4e• o.sr 0.32r
Edge astance pn>: r
1Jf4•
2-1/2"
1&4' 4014• 154' Y 1-114' 144' 1-111. t-1/r 7-i/4• 4W r 1-3'8 13'8• 124ef
EmtedneM n:
2 Anclnrs 4.76' MtnO.C. / StattlBN G oft iClip III . 7): 390 IDS 89Dn 450 Ibs 890 m I—, 270 aS 28D Ws 354lb, 7401rS 374IDs 6641Ds 84611s 341 W 442Its 560 Im
IDe
4AIKnas ®1.15' Mtn. O.G / St. rd (or oMet) Cllp (R9. 2I' 4801bS 700 8b NIA NIA N/A N/A 3801te N/A WA N1A NIA N/A G821bs fl851t 3 1120
112(I IDs
4AKInn 3'MIn. O.C./(rl &5Ar2ie CIIPSI(Flq. 3). 7601bS 7801DS 6W Ibs 16601be 1MIM 540m 56D ItS NIA 7601ffi 7481DS 6 IM 1B92 Rs fi82@9 BBSIIn
3Arclors @ 0.54' Min. O.C. IU141p, Into .7oP A4um (Fl9. 4 N/A N/A NfA WA N/A N/A WA WA N/A N/A WA WA MIA WA 95D 8s
2101D9
1Arctar/FLllp (Fl95): i951bs 1 Ns 2251bS 4-059n 8221m 196 D4 140 ®s 17"a' 57011n 1ITl Ns 932104 4731h1 170W9 221 YE
2 Ancmm Q 1.tB' IAIn O.C.I FCBp (FlB. 6y 2A01Ds 35D11 NIA N/A N/A NIA 79D It+ N/A WA NIA WA WA 341 NS d42Ne 660 @s
FIGURE 1:
FIGURE 3:
FIGURE 4: FIGURE 5:
nO
FIGURE 2
ANGLE
CLIP MUST
BE USED
IN PAIRS,
FIGURE 6:
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURESSHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINEWITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125" THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
Dt_)X (-ANCHOR CAp.,,a,,, ) _ ANCHOR CAP.,,,,.
MULLION CAP.,,,,,,,,,,
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
125' X 3.25' X .624•
MULLION FOR
FIELD -MULLED UNITS
1.25• X 3.25• X .624"
MULLION FOR
FACTORY -MULLED UNITS
PRODUCT REVISED
as complying with theFloridaBuildingCode
NOA-No. 17-0630.01
Expiration Date_Q5/26/2021
NN...•' \,
10ENSF•,
No. 58705
40
AL77...... 11 II\1\
A. LYNN MILLER, P.E.
FL P.E.# 58705
0
MrMF1
Imm
m®®® rl mmm mmm W mmmmMammmmm®mm mmm mmcum
m®mm mmm m m
mlmm®®®I
mmm
mm®m®mmmmmmmm®m®mm m mmm®mm
m
TABLE 11B
27k 11Crele F5kCMc 1461M CMU Rica CMU Pi WOOd dal
SUY6l2te:
5'16' EI[0 1/4' SS C. WWI 1/4' SS Eico WO Sied W2SfCel 012 Sfeel
ArcW Type: 3'1B'SCO LM-- 1/4•EkoUlt2[On UR_'ca1 3MI3'EICO Uf2On V4'FJC0 U3Q— Agq,EGaor UlOafm AggreGac, Scmv(r15)3[reM GS) S[rar(GE)
Anchor COP Pnttem] 2-V7 31/0^ 1'1' 2-V7 Z' . 31/B" 2' 0.48' 0.54•
Ed¢ L13farce 0n 1• 2-1/7 1•
21 1-V4'
ME
4• t-V4" 1-f/4' 1-i/4" 7 1-3'8" 1.Y9' Lesaak4
E.i—nI nt dnk
4.75' MIM1 O.C. ! SteMit UOIIsel Clip (B9. 11
1314 13 a°
3WIDS 390 Rs
131a•
46010s WO Ife 16441D3 270 Nf1 IDs 7401 W 37a Iln 66! 0s litfi IDS SA110]
4801DS
2 Mcro2 700IDs NIA WA NIA NIAM WA NIA WA
WA4Arclaa8&51m 112011sdArcO.Cff
3'MIn. O.C./(n 2a5Af eCfps!(Rg. 3j 7oo 1Ds 780fin GW IM 75plta 1PS61bs Sd01D5A 760Ime W56521Ds
NIA WA 1267Nn5ydJNWANAWANIAN/A/A WA
9701D5
N!A
187
WA WA
0Its21MIM195c] 2251D.5 /d5IM ti22 UB 136 ®9IDS
NIA WA WA S11 ID9 4t2 ®i 5601
AIlcrM ® 1.15' Mn O.CI FLYp Fla 5p 240 04 WTV. NIA WA NIA N!AA WA
FIGURE 1: FIGURE 2:
FIGURE 3:
ANGLE
CLIP ® ®
BEUUSED ®
IN PAIRS,
FIGURE4'. FIGURES: FIGURE 6:
e
0
i
TABLE NOTES
ANCHOR CAPACITY ADJUSTMENT FUHMULA:
DP—) X (ANCHOR CAP.,,,,,,,,,\ = ANCHOR CAP.,„
MULLION CAP.,,„,,,,,,/
USE THIS FORMULA TO OBTAIN THE °ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN ITIS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THESELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-TS AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125^ THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR410 S.S. 135" X 3.94' X .624'
MULUON
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Data 06/26/2021
By
ap.1Y LYN..
No. 58705 '
OV STATE •,' tL7
motORIOP.
10NAL e ,\ A. tWN A#NJLAK P.E.
FL P.E.# 58705
TABLE12A
Mullion Capacity Table bslRa
Opening Width (for wrticany-spanning muiGons) or Opening Height (for horizontally -sparring mullions)
60in 70 In 80 In soin 100in 120 in _ 1401n 160 i8
50 in
Rectangular V-Arnirtg. Rectanguar T2pRNan9. Rectangular Trap/Tdeng. R-iongular T.rMmo. Rectangular 7rwTflang, Rectangular TraplTdeng. Loading
Rmlangular Trap7Tdang.
lnadn9 Loading
Rectangular TI-I'm rg.
Loading Loadllg
Rectangular Trep/Tdang.
caring LoadhV
2X 4 x Laadn9 Loading Loadn9 Loadng Loading Loedrlg Loading Loading loading Loading Loading
Alum.
25
Tube r u• r r r r r g
Mullion G 8 a S S.5 3q8 T11 a Ise Sfi 3De Tam!; 5£
s
5
ao ae a o s a sr3
fip
d` 53d`rc y.Bdrc f o d`¢ g irc c c d`¢m• is
435 170.0 7" 170.0 473 170.0 ass 170.0 506 170.0 992 170.0 519 17D.0 ills 170.0 521 170.0 1240 170.0 521 170.0 1488 1 1 170,0 1775 170.0 521 170.0 1987 170.0 521
42 in 170,0 620 170-0 B50 170.0 am 170.0 992 170.0 630 170,0 1133 170.0 881 170.0 1275 170.0 677 170.0 1417 170A B80 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 BBO48n170.0 708 1T0.0
170.0
524
563
17D0
170.0 8% 170.0 631 170.0 f04B 170.0 684 170.0 1195 170,0 723 170.0 1345 170.0' 747 17oo 1494 1M.0 758 170.0 170 170.0 756 170.0 2022 17Q0 755 170.0 2391 170.0 758SO.B251n 770,0 7l7 70.0 Bt2 170.0 956 170.0 691 170.0 1716 1704 754 17C.0 1275 170.0 503 170.0 1434 170.0 B37 1T0.0 1594 170.0 856 1T0.0 IBIS 170.0 8B1 170.0 2231 170.0 881 170.0 2550 17D.0 1
641n 100.0 797
170.0 1240 170,0 87D 170,0 1417 170.D 944 170.D 1594 170.0 s96 170.0 1771 170.0 7033 170.0 2125 t70.0 1063 170.0 2479 170.0 1083 180.E 2680 170.0 108380in770.D 885 470.0 001 1700 7063 170.0 797 1302 17D0 940 170.0 1488 170.0 IC15 171.0 1E73 170.0 1078 170.9 1859 IT0.0 1122- 170.0 2231 170.0 1168 156.7 2557 170.0 1171 145,9 2553 170.0 117163n170.0 990 17Q0 745 170.0 1116 170.0 850 170.0 170,0 10M 170.0 1763 170.0 1155 170.0 1948 170.0 1210 170.OI 2338 170:0 1275 151.9 2437 170.0 1236 32.9 2437 17QO 128G66n170.0 974 170.0 789 170.D t189 170.0 9W 170.0 1364 170.0 ID02 170.0 15U6170.D 87B 170.0 1275 170.0 10G9 17O.D 14W 170.0 1126 t70.0 7700 170.0 1228 170.D 1913 170.0 1315 1 00.0 2 225 170.0 1387 145.E 2184 170.0 1488 124.8 2184 170.0 1528 1-.2 2184 170,0 1530ttin170.D 1063
1348 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170,0 1372 165.1 1960 170.0 1421 148.6 1960 170.0 1505 123.5 1S60 161.E 15M 1051 1%0 154.0 1535 92.9 1%0 152.T 1531J
9
76n 170.0 tta 170.0 937 170.0
1381 170.0 Ilia 170.0 tail 170.0 1250 170,0 1842 170.0 1369' 1527 7a61 170.0 1474 137.4 188t 163.1 1500 114.5 1E61 147.7 1473 2 188t 139.8 1881 137,6 1454
2 78 in 170.0 1161 170.0 957 170.0
1398 158.0 7219 127.8 1388 130.G ilM 111.8 1390 121.3 1179 99,4 1398 110.2 1782 BB.5 1398 101.E 1147 74.5 1388 89.8 7722 51,9 1080 827 T7823.Z4
13% 789 1W8
901n 170.0 1328 110.0 11N 149.1
90.9 1044 41.9 1229 89.6 1029 73.7 1229 t24 1016 61.4 1220 72.2 993 52.7 1229 659 1228 62.1 957
n 147.4 1Y19 151.5 1098 122.9 1229 127.E 7079 t05.3 1229 1112 106 1 1
771 8g.0 862 74.6 971 77.2 849 64 1 68.4 837 67.5 971 61.B a25 51.s 971 56.5 BIB 43.1 971 49,0 796 37.0 971 44.0 971 40.8 M
108in 703,5 971 105.6 777 M3
59. 97B 529 784 5J.0 1. 41.7 GIG 51.8 774 79.7 919 M.e 758 34.1
I120illn95491983279.5 9t9 B1.9 19 68.1 19 70.9 806
47.2 766 9. in 75.5 705
171
716 629 786 64.5 705 53.8
1t2
786
646
55.8
31.9
695
491 27.3 546 28.2 85 11"In
24.3 546 25.3 479 21.8 546 228 471 782 548 19.5 484 15.6 546 t7.2 455 73.7 646 15.5 448
43.7 Us 504 1fi.4 548 37.0 498
TABLE 128 -- AnchorCapacib Table pbs)
2,71, Co. 35kCa Hal- emu RI ad CMU PTWOOd Meta
Anchor COP Patterns
FJntednait gny
2McMR ®4.75" blin O.C. I Stadatd orO etdip 0'19 782):
4 Anchota ® 2XV Mn O.C. 151and8nl (or fXaer) Cup (Fl9. 3). 6AM.": 1.71" MIrL O,C. / 91a1 rd (a Crae[)Cllp (Fl9. 4)'.
4Arc Mn G MIn. D.C.7 (2j 275 Angle CllpS l (R0 51
6ArcMn HYMN. O.C.I (2)2x5A1'gIECIIp97lRg 67
3AMnora®/.31'MIn.O.C./uclip Into 12GAWrn (FI47$
6AK Mrs (j 0.64• Min. O.C. / VCllp, Into 125' AIOOL (Fig BT
2AMt n 44 268' 94n O.ClF-Clp (Flg 9)
3ArCVoM 0 1.7l' MIn OC./ Flalp (Fig. 10):
1-4-
9g01Ds
74310s
a85 IDa
7801Ds
ft70 etc
NIA
NIA
370 ins
443115
1—
390 85
40 0z
0
ins
1170ItB
WA
IVA
570 IDS
525 Ma
13/4'
450 IDS
630 IDs
75B IDs
Ee01os
10201D9
NA
N/A
3151Da
9791Ds
13'4'
ego as
1485Irc
194611n
i5WRe
2340M
WA
WA
7431bs
g7S ita
Y
16" IDs
1424 IDS
N/A
18W bs
2844'DY
NIA
NIA
712 R6
N/A
T1 if
1-174"
270 9x
N7A
NIA
B1U
NIA
N/A
NIA
C4IAw nn
t-t/C
220 Ia5M
ns 705
IfM 560'
As Mbs
WA
WA
280
Do r
lo 1-
1/! 3541Da
NIA
N/
A NIA
NIA
IBA
NIA
NIA
WA
t-
i/4 740
ga 6951M
799105
76D
Irc 114D
D13 WA
WA
3481D6
9891bs
tt/
4 374
IDS NIA
NIA
122IDAS
an 11228X
NIA
NIA
N/
A NIA
111d"
664
Ibs BM
IDs WA
6
g1lfe 132)
Ibs WA
WA
4A
Ibs WA
2'
9461Ds
WA
NIA
1692
0s 2898
Hr, WA
WA
WA
WA
3'
8 U
lIDs 6B21hs
10221Ds
0
211 t0221taNIA
442
98 BBS
im 1327165
8851Ds
7327IDa
WA
5601Ds
1120
IDs IBPT
8s 80
na 6001
1680NtA
341
IDs 5111Ds
WA
4d2
BB 6641114
21
1- E601D5
840
Be SoDst2te:
51G
EI[o tl4" SS Elco 1/4" SS FJco 410 SIe2! 12 StfElk'12steel MtDv
type: 3nC Elto Urtnacan v4•Elco UO2con Uttracon Y1G Eltolttlxm vd"Elco Uttmcon g r a';, AlaAggr6Gau Screw (G5j S[rew (G5) Strev (G5) 5118'
1• 2-V2' 1" 2-V2' 2 3-178 7 0.48" 0.56^ D.32P EDge
gstarce Qn): 1' 2-V7 1" 2-v2 I -
Val mks NOTE:
FOR THE OFFSET Cut', USC I nt aA Arv1. rn - - ..,..., ... ." .- FIGURE
1: FIGURE2: FIGURE 3: FIGURE 4: FIGURE
5: FIGURE 6: FIGURE
7: FIGURES: FIGURE9: FIGURE 10: ANGLE CLIP FIGURES
5&6) MUST
BE USED N
PAIRS. CIRCLED
VALUES ARE USED IN THE ExAMI'Lt ON s11LL 12v. 1U1c
I:AYAI.i I T -1 V J I on.. r DP-)
X ,, ANCHOR CAP.,,,. MULLION
CAP.,,,,,,,,,,, USE
THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING TO AN ACTUAL
PRESSURE REQUIREMENT FOR THE OPENING,
WHEN IT IS LOWER THAN THE MULLION CAPACITY (
FROM THE TABLE) OF THE SELECTED MULLION.
IT WILL YIELD A MINIMUM ANCHOR CAPACITY
WHICH MAY BE USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE ANCHOR
CAPACITY TABLE. TABLE
NOTES: 1)
SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4FOR GENERAL
INSTALLATION METHODS. 2)
LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)
MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THEFIELDFOLLOWINGDIMENSIONALRESTRICTIONSSHOWNONSHEETS21-23, FIGURES SHOW SUGGESTEO, APPROXIMATE HOLE LOCATIONS.
4)
SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT CMU)
SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM
SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK- STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125- THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREWTHREADS
BEYOND THE MATERIAL. 410 8 #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. ear
4
PRODUCT
REVISED as
complying with the Florida Building
Code NOA-
No. 17.0630.01 Expiration
Date 05/26/2021 By
q
Miatn- / Product Control Al(
LYNN '.. N'
LICENsic'•% No.
58705 ` O'..
ST TEO (U: S'
ONAL EN `• A- Llll(1N M10111R, P.E. FL
P.E.# 58705
TABLE13A
Mullion Capacity Table IbalR'
Opening Width (tor Nertic0l"138nrlirg mtRlons) or Opening Height (tor horimrtafty-spanni g rinflons)
501n 60 in 701n 80N OC In 1001n 120In 1401n 1001.
Rect-WW Tteprrdang. Rectangular Tmp7Tneng. Rectangular Trepflllarp. Rectanguim iFeOrden0. Rectengulm Tmp/Tda+g. Rectanwuar TmPrTtimg. LaefIng R-angam Pap/Tdang.
I-Ndn9 Loading
Rec rWvr Trap/Tdang.
Loading Loading
Rectanylm Tapfrdang.
Inednp lnadng
2 x 6 x Loadng Laadn9 Lowing Loading Loadng Loadng LnednO Loading Loading Lcedng Loadng
Alum.
25
Tuba r a u' a A 8 a .. S•• a„ o8 SMullionSS o aS 8 8a au g
o ci 3ci 4R TH-11g$
v Le 1-13d`o°1 3s a
d`¢ E. IT c dr oy cd ie d`¢• c d ¢°1'
4T8 170.0
d`K•
8%
e
170.0 506 770.0 B92 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 527 170.0 1488 170.0 521 170.0 1711 170.1 521 ITIA 1983 170.0 52142in170.0 B20 170.0 435 170,0 744 710.0 584 170,0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 580 179.0 1700 170.0 6W 170.0 1983 170.0 680 t70.0 2287 170.0 60018N1'0.0 705 170.0 24 170.0 B% 170.0
831 170.0 1046 170.0 684 170.0 1195 77D.0 723 V0.0 I- 170.0 747 170.0 1494 170.0 756 170.0 i793 170.0 7% 170.0 2092 170.0 T59 170.0 2391 179.0 7%
6251n 170.0 747 170.0 3 170.0
170.0
89d
956
110.0
170.0 69t 170.0 1118 170.0 754 170.0 1275 170.0 807 170.0 1434 170.0 837 170.0 1594 170.0 555 70.0 1913 7T0.0 M1 170.0 2271 170.0 88t 170.0 2550 170.0 881SIN170.0 797 77Q.0 812 1083 110.0 797 170.0 1240 170.0 875 170.0 1417 170.0t170 1594 170.1) 998 170.0 17T7 170.0 1033 170.0 2125 170.0 7083 170.0 2479 170.0 1063 17Q.0 2893 170.0 1083So1. 170.0 885 170.0 701 170A 170.0 130E 170.0 940 170.D 1489 170.0D 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 17eo 110 170.0 2603 170.0 1171 170.0 2975 170.0 117163in70.0 930 170.0 745 170.0 1116 170.0 850
1384 170.0 100E 170.0 1558 170.D0 1753 1T0.0 11% 170.0 1948 170.0 1210 170.0 2338 170.0 1275 f70.0 2727 170.0 1288 170.0 3117 170.0 12Be
55Nt 17D.0 974 170.0 789 170.0 1169 170.0
7T0.0
909
1008
170.0
t70.0 14a8 t70.0 1136 170.0 1700 170.00 1913 170.0 f315 170.0 2725 770.0 1387 170.0 2550 770.0 1488 170.0 2975 170.0 1529 170.0 M00 170.0 1530072in170.0 1061 170.0 878 170.0 1275 2019 1700 14211700 2243 170.0 1505 170.0 269E 170.01829 7T0;03140 1T0.0 7894 170.0 3588 17D.0 1705in170.0
76 in 170.0 1122 170.0 937 170.0 1346 170,0 1080 170.0 1470 170.0 1209 170.0 1794 170D.0
170.0 1116 17D.0 1811 1T0.0 12% 170,0 161E 170.0.0 207E 170.0 1474 170.D 230E 170.0 IW4 170.0 2703 170.0 1700 170.0 3223 170.0 1777 170.0 3603 170.0 17961151170D967170.0 1381
1554 170.0 1326 1700 1859 170.0 N98 170.0 2125 170.0D 2391 170.0 1793 170.0 2e56 170.0 1916 170.0 3188 170.0 2125 1%.0 3413 170.0 2273 138.5 3413 170.0 2361g0N170.D 1320 170.044170,0
170.D 123E 170.0 1700 170.D 143/ f70.0 1883 170.0 782E 170.0 2287 170.0 1794 170.0 170.0 2833 170.0 200.9 1fi0.0 3199 170.0 2338 IVA
3199r4s
247D 120.0 3199 156.1 2428
98 n 170.0 1417
170.0 1409 170.0 t913 t70.0 1847 170.0 2231 170.D 1879 170.0 2550 170.0 2078 164A 1 968.9 2781 161.9333123.E 2781 140.4 2281 1D5,9 2701 2234 92.7 2781 116.0 2190
1638 170.0 1454 170.0 is% 170.0 1700 170.D 2293 170.0 1032 170.0 2a21 170.0 2148 151.8 W011952245 138.8 2632 14A4 2218 113.8 2632 128.4 2183 87A 263E2128 85.4 2032 106.3 209e
1111n 170.0
7586 170.0 2125 170.0 18511 154.4 225E 1509 1991 135.1 225E 141.1 1884 120.1 38 108.1225E 1181 915 90./ 225E 99.8 167E 77.E 225E 7838 57.8 225E e1.1 1808
1201n 170.0 7771 179.0
126.6 i445 104.3 1564 108.1 1425 89.4 1564 91-5 1407 75S 1564 80.7 13no 60.6 73 62.fi 1%4 65.7 1338 52.1 1584 0 1330 44.7 1%4 1305 39.1 1564 44.d 1283
146 in 125.1 7584
TABLE 136
27k Concrela
Anehor Ca
3 5k Conn
c' Table Ibs
Hogow CMU PT Wood Metal
AnchorC9p Patterns
11/4 11/4 life IEmbedment (N): 1J/4' 1-3H' 1-3/4' 1.3/4' Y 1-1/6 1-1M 1-1/9
442 IM 5W Ibt
2AnchcssQ4.75 MMN. D.C. / StandardM OSset Clip (FIg. 162): 3W Ibs 390 Ibs 450 Ibs e90 ka 1644Ds 270 Ibs 280 Ibe 354 Ibe 740 Ibs 374 Iba 664lba 341 Ibe
Ibs Be51lb 1120 Ibs
4MGnbn ®4.68' Mln. O. C. /Stand- (or Offset) CIIO (Fig. 3): 780 Ibs ]80 Ibs 9001bs 1780 Ibs 32321bs 540 N5 %0 Ibe 7081ba 141N7 the 748 Iba 127E IDa
6 777C Ibs 22401ba
eMchwa®1.71"MIn.O.C.l Stantlard (Pr OOset)Ctip (Fq.4} 1180Ibs 14001bs 10101bs 35951be WA WA 94016s N/A iW51be N/A WA13631bs
682 Ibs 8851bs 11201bs
4 Aienas 3" Min. O.C. / (2)2r5 Male C<W / 0'w. 5i 7ae T1s 7801b. 680 lba 15601bs ie9fi Iba S401bs 5601W W.4 7601ba 7481tb 860Iba
Ws TIO lba 22101br
8 Anahore 3" !an O.C. / (2) Dry An9b CCIM / (FU. ek 15601bs%O os 380 b9 3120be 97921n 1GBOIbs 1201beWA 1520 lbs 149fi Ibs 1T00 Da 3184 16e 1363 1
12Anchma®7.5"MinO.C1(2). Aipkpe(9. 7)1860kba2t001bs/440IW37801Da WA WA 1320 Ibb WA150010s WA WA WA 20N/A45 N/A 1861 Iba14Anchors1.94' Min. O.C. / ll-CIIp, N10 .125" Ahura. (Fig. e): NIA N/A WA WA NIA WA WA WA WA WA N/A N/A
N/A
N/A
N/A WA 2861 Ibe
QO.e4' Mln. O.C. / U{xip, Into .725" Alum. (FIO. 9): WA N/A WA WA NIA N' A WA N/A WA
T401ba
N/A
374 lb.
N/A
6361bs WIba 347 Ibs 4421t. 580 lb.
2AncM ®1.89' Min. O.GJ F-Cup (Fm. 10):1he390 450 lbs 890 to, 1616@s 2701b5 2801ba 3541bs
e ® 1.71" MIN. O.CJ F-11'P(Flg,11): S901bs 700lba 5051be 1290lbs N/A WA 4701be WANOTF• FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.TABLE NOTES:
SubslmlaS1Ekot/4'6SEb05116'Elcoe10S%1251ee1e12Steel
Anent/Type:3liCEkoUluacon1I4"EIGaUlirmmUlOacon&16'ElcoUltracan1/4'EkeNinconA90GiorUOmcmScrewlGS)Screw(G5jScrew[S)
0.32d'
i'2.1/2'7'2-1/2°3-1f8'Y3-1/8'
1JI9" 1J/0' wdae
STMENT FORMULA:
DPm)X CAP.,,„„ -\_ANCHOR CAP.,.
CAR,,,,,,,.,/
USE THIS FORMULA TO OBTAIN THE "ACHOR
CAPACITY REQUIRED" CORRESPONDING TO ANACTUALPRESSUREREQUIREMENTFORTHE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY(FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAYBE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDTOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE Sh1EETS
21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
FIGURE 5: FIGE 6: FIGURE 7: SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLECUP4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFlCATIONS. HOLLOW AND GROUT-FI
FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATE
5-7)YELLOW SOUTHERN FINE WITH AN SG OF 0,55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.
MUST BE THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEELUSEDINBEATLEASTA25"THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREWPAIRS.THREADS BEYOND THE MATERIAL. #t0 & #12 ANCHORS INTO WOOD MAY BE STEEL, 1&8 S.S. OR 410
1--2.000"---1
250'
1 ED
D
125'
TO
2"X 5'X.25"
SMULLION
PRODUCT REVISED
s complying with the Florida
Building Code
NOA-Nw 17.0630.01
Expiration Date
BY
LYNA/
No.
58705SATE
FSAONIAQymOc1(1EFf,P.E.
FL P.E.# 58705
TABLE 14A MuiBon Capacity Table slR2
Opening Width (for '.eNcaly-sperxdrp mU1110m) or Opening Height (for hod rlaly-sparring n2lons)
70in 80 In 120 in 1401. 1WIn
901n
100J1411
501n 60In
Rectangular Trap/Tdag. Rectangular 7naP'Trialg. Rectangula Trap•Tdarg. Rectangular TnpWTnang. Reolaigular T.P7Trlarg. Rectargulvr Rectargular Trap nag. Ravtading TrL dro Rectangular 7rLoadingLoadirqLoringLoadingLoadingLoadingLordingLoadngLoadingtAdrg
2.11" Loading Loading Loading _ Ing Loadhy Lnadlrg Loading I..mding
1.26" x
x.125" Alum r p r D r r 2' ^. r B r
TubeMUl
18
421n 144.2 526 16r.0 428 120.2 526 1499 419 7030 526 138.9 474 90.7 526 134.5 411 80.1 525 134.1 411 R1 52B 80.1 52B 134.1 411 51.3 526 136.1 411
314
45.1
30.2
526
403
134.1
768
411
31196.E 403 108.0 333 80.3 4m 9a.7 323 W.0 403 80.4 320 ee4 403 H7.4 377 lT3.7 403 79.1 315 4B3 403 766 314 40.3 403 78.E63.E
314
283
34.3
29.4
4D3
310
7B.0
83.5 248 25.7 318 83248H2.3 382
318
9L0
74.1
301
267
68.E
56.S
363
318
79.3
64.2
294
211
5&8
41.1
352
ale
Tt.9
57.7
289
256
St.S 362 67.Z 2B6 45.7
37.7
362
ale
64.6
S0.8
2M
250
41.2
33.9
362
318
Me
495
283
2d9
34,3
28.3
382
ate 49.1 246 24.2318 491 248 212 318 491491 24BC49.5P7267.a
250 Q.1 YB 4L2 256 45.7 214 35.3 258 40.7 210 W42 7 27.5 2S8 34.9 204 247 256 33.4203 2x1...25H 322
26.5
201
1B3
155
13.4
260
234
322 201
t83
23t 46.E 200 35.E 234 381 t95 W.5 274 34.7 192 23.7 234 29A 1B6 2t.4 234 260
23.7
1H4
1W
17.234
1S5 213 22.2 1B7 13.3 213 220 ise 11.5 213 220 1427
f372 273 39.4 t83 31.0 273 33.7 179 28.5 213 29.8 t76 20.8 273 25.1 170 168 213
28.6 170 30.1 155 23.9 119 25.8 In 20.4 179 225 149 17.9 179 20.3 14T 15.9 178 iB.T 145
761n 243 181 25.4 140 20.3 1BM1 21.6 1 / 17.4 181135 15.2 161 17.0 133
781. 22.5 152 23.5 133 18,5 152 19.9 131 16.1 152 17.5 128
TABLE 146 Anchor Cepectry Tahk ba'
Cm rat 35k Cad IfO80w emu F8
0_
A9a
Anchor Clip PetaamaM) 13'4' 1 3IC 1a'4' t/C 2' 141,1 1-1!d 1-1/C -
5116[lklo
7WIM 7M Ird 8601ae
1} 7801t780 RA 6801M 15sDam 18CBas 540 m 5WNS WA
2.7kceEk0 Eko1!d talk1251ee1TpeKOt2cm1/CElcoUrtrdcmEkoUttlacon 1!4"EIcolconAg G5)Screw G53
8" 0.92C'
E6Ze Wtance (I1^1'2-1YC
C 2^ 1-3'B" tyre' rrin
TABLENOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 1:3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEESHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. F FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES'i CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLEDCONCRETEBLOCKUNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045" THICK (18GAUGE). STRUCTURAL STEEL TO BE AT
LEAST.125" THICK AND A36, ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYNDTHEMATERIAL #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 SS. OR 410 S.S.
STMENT FORMULA:
DP,,,,) X lANCHOR CAP.,",,,,,, \ ANCHOR CAP.,,`
MULLIONUSETHISFORMULATOOBTAINTHE -ANCHOR
PACITY REQUIRED• CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
ACITY (FROM THETABLE) OF THESELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
of
Oto
PRODUCT REVISED
as complying with the Florida
CodNOA-No. 17-0630.01
Expiration Date 05/26/2021
By
Miami -Dad product Control
oN.. L..r....
No.58705
t0RIDP.•'' N
1.S!ONAL ENA. L N I ILt R, P.E.
FL P.E.# 58705
TABLE 15A Mullion Capacity Table Ibs7ftr
Opening Width (for witcal"parring m flon9) or Opening Height (lor h1r®ria0y-sparnrig MUIROrlsJ
326'30
50 In
RecYmaular TrapTtdang.
Loafing tm m
60 In
Reetargular TrdplTdang
Laadng Uladna
TO In
Rectanadar TreWTd-Q.
L_,gna Loadng
DO In
Rectangdar TraprTdme
LoadnO Lmdng
So In
Tlaplrfty.
LoaNne
1001n
Rectengdar TrayTderyl.
Leadn9 Loafing
1201.
Rxtanaular Trep/Tdeg.
mdng Lcadrg
1401n
Rectamdar TmplTdanq
Loafing LadnO
160 In
Rectang47ar Tmplydang.
LOadw Lmdna
BAY MULL^`"
s_
4421nV170.01170.0 E20 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 621 170,0 1240 170.0 521 1711.0 1468 170.0 621 170.0 17J5 170.0 621 t49.1 7740 170.0 527
481n 170.0 TOB 524 170.0 85D 170.0 i84 170.0 992 f70A 630170.0 7133 170.0 661 170.0 1275 170.0 877. 170.0 1417 170.0 680 152.2 1522 170.0 680 130.5 1522170.0 6tq 114.2 1522 1T0.0680
170.0 747 SW 170.D 896 631 170.0 1048 170.0 6d4 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1M1 7700 756 176.9 144J 1700 758 117.3 1143 170.0 736 102.6 1443 170.0 75fiE261n
51N 170.0 797 F170.
0
fi12 170.0 956 891 170.0 7116 170.0 754 170.0 193 170.0 BW 160.4 7351 170.0 837 144.3 1353 170.0 855 1203 135J 170.0 e81 1W.1 1153 70.0 88t 90.2 1353 170.0 881
770.0 11M 701 1TD.0 1063 797 167.0 1218 170.0 78 145.1 1218 170.0 944 t29.9 1210 159.E W8 118.9 1218 152.1 924 a7.4 9].S12f6 148.I 813 73.1 1218 116.1 9t3
83 in 170.0 930 745 170.0 1118
170.0
850 150.2 1150 168.8 833 131.4 1150 163.0 914 116A 1150 141.9 998 105.1 1150 134.2 865 07.0
1"A
75.1 1/50 128.2 870 65.7 1/56128287068N170.0 6/4 1T0.0 7B9 152.4 1048 881130.61048 1486 WA 114.3 1048 133.1 B50 101.6 104a 123.4 830 01.4 1048 11d6 830 762 65.3 10d8 t0a.2 818 57./ 1948 108.2 878Nt40.e 880 147.8 764 117.4 D80 7is 700.6 800 110.8 734 8&0 880 100.0 772 782 893 92.0 712 70.4 am a82 7W 56.7 50.3 M0 76.5 6M 44.0 BeO 76.4 8M
J 781n 110.7 790 125.1 6911 99.8 790 108.4 675 55.5 790 933 563 74.8 790 83.8 652 68.3 790 76.9 843 38.9 780 71.7 635 49.9 790 M,1 624 42.8 780 6'2.1 618 37.4 790 81.3 817
78N t10.8 750 1 55.5 M7 923 7W 98.1 e44 79.1 750 85.9 632 69.2 750 77.1 821 91.5 750 70.8 812 55.4 750 85.7 605 46.2 76Dr591.4 594 39.6 750 562 5M 34.6 750 65.5 5MSolo72.1 5W 74.4 500 60.1 50 62.9 497 51.5 563 54.8 483 45.1 563489 475 40.1 5W 44.4 465 36.1 563 40.9 462 30.0 593 452 26.0 583 333 445 22.5 563 31,a 442
9aN 59,4 495 61.1 443 49.5 495 51b 435 42.4 495 M.H 421 31.1 495 39.9 42133.D 495 WA 445 297 495 332 409 24.8 495 400 21.2 495 28.6 394 18.6 495 25.0 390
tOein 417 381 426 353 34.8 991 359 31a M8 391 311 342 26./ 331 276 337 23.2 391 2d.9 1J] 20.0 391 22.8 W. 11.4 391 321 14.9 391 VA 315
1111n 38.1 370 30.2 3T5 32.0 370 33.0 330 27.5 3706 325 24.00 25.3 320 21.4 370 22.8 318 19.2 370 305
1201. 30.1 317 30.9 89 5.3 317 fi92 e2 S7.5 280 1.0 37 26 ag 317 t7.9273 14t
1n 17.6 220 17.8203 TABLE '
15B Anchor Subal2te:
2.7kC-le Capacltv
Table bs 3.
5k Cone. H.U.. CMU Filled CMUPT Wood Matal Y78'
Eko 1N" SS Eba SI16' Elco 1!4' 95 Eko A10 Steel 7n2 Steil 1712 StetlAnchor
Type: 3l16" Eko Ultrasan 14• Elco OF cmUttracon 3r18" Elce U9racort 1/4' Elw Ultrwm AaaeGalsr Ultracon AaareGa., 6oreW (G 612 (GS) 6cNW (GS) Anchor
ClipFelterns i' 2-1/2' P 2-i/2" 3-1:8" 7' 2-1I2" 1• 2-172" 2" 3-1/8" 2" 0.48' O.Sd' 0.924' Edge
Dk u_.1 Embe6nenl (
Nk 13r4• 1. 74 1'/4" 1 l4• 2• 1-1/C 1-tla" 1-114' 1-1/4• i-v<• 1-u4^ 2 1-3/8" I 1-3/0• lades 2
Anchors 5' Mln. O.C. ! (2) 2r5 Anak Cape / (Fla. tT 0 bs 390 ba 45D Ibs 890 2s1700Ibe 2701ba 2801hs 354 Ba 740Ibs 3741bs 720Im 918 Ns341 IDs 4421hs lbs
560
81s 1120
Bs 4
AnchosG 3.5" Mi0 O.C. / (2) 2x5 Ana1e Clips 7 (Fla. 2): 7111ba 7.,1. 7901bc 1870 1. 2525 bt 5f01Ds SBO Iba N/A 17201hs 7481ttt BBO IWf8921ha 682 Ibs Bat he
6
AnrliOrs0 2.71 • Mr. O.C. / (2) 2x5 Anak Gips / 0=g. 3k t1201ba 11201hs 9581ba 2246 ibs 2254 Yle WA 84011x N/A 10591hs N/A 1320 be NIA 10221hs 1327 Ibs 1680 FIGURE
1: FIGURE
2: e
FIGURE
3: ANGLE
CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE
NOTES: 1)
SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE
SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)
LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OROPENING WIDTHS IS ALLOWABLE. 3)
MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES
SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4)
SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETEBLOCKUNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW
SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK.
STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .
125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREWTHREADS BEYOND THE
MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 1B-8 S.S. OR 410 S.S. ANCHOR
CAP.,,a,,,,a DP-) X ( ) =ANCHOR CAP.,,,. AIULLION
CAP.,,o,,,,, USE
THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING TO AN ACTUAL
PRESSURE REQUIREMENT FOR THE OPENING,
WHEN IT IS LOWERTHAN THE MULLION CAPACITY (
FROM THE TABLE) OF THE SELECTED MULLION.
IT WILL YIELD A MINIMUM ANCHOR CAPACITY
WHICH MAY BEUSED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE ANCHOR
CAPACITY TABLE. 30'
SAY MULLION
13.
27 50" C,
O
cD
PRODUCT
REVISED as
complying with the Florida Building
Code NOA-
No. 17.0630.01 Expiratlon
Date05/26/2021 By
MiamiMlaffi. 1-5alle, Product Control 11I
I I I II r/// oNY.
LrMN No.
58705 p
O
SATE •. ` S \
1
A.
I-Y" l OL"LR, P.E. FL
P.E.# 58705
TABLE16A Mullion Capacity Table bs1R2
Opening Width (forwrlieab spanritg mtlgons) or Opening Height (for horanriallyspamirlg m11111011s)
50 in 60in 701n 8o In 901n 100 in 120 In 140 in 160 In
3.26" 46
Tr4dTdan9.
Lnadrg
Ractwva.
Loafing
T.P/T-g.
Loafing
Rectmlyder
Loafing
TeplTdeng.
Lcadn9
Rectangular
I.c•dn9
Tnp/Td.,g.
Lowing
Rac nwlar
Lcading
M.Prnlc g.
Laadne
Rectang lar
Loedn9
TiWTd-nil.
Loafing
RectangWar
Loading
TLoedang. T1.
9
Rectangular
Loadne
TmP111 -
Loadng
Rectanguar
Loedng
Trap/Tdenp.
Lmdng
DEG. AL VR g$
gg Sc K sm
@'
6K
z
U
f
r£
d Q K c' Q C fc
rBAYMULL6ne" U
sca_g
6342to170.0 4% 170.0 741 170.0 478 1700 568 170.0 506 770.0 092 170o 519 1700 1110 170.0 21 170.0 1240 17U 521 170.0 1488 170.0 521 170.0 1735 170-0 521 180.3 1371 170.0 521
48 in 170.0 524 170.0 B50 170.0 584 170.0 292 WILD 630 170.0 1133 170.0 661 170-0 1275 170Z 677 170.0 1417 170.0 680 163.7 1637 170.0 680 140.3 1837 170.0 880 22.8 1677 170.0 8&1
50.625m 170.0 7R 1T0.0 563 170.0 698 170.0 831 170.D 1048 170.0 6e4 1T0.0 1195 170.0 723 170.0 1345 I-M0 747 170.0 1494 170.0 758 1.47.1 1552 170.0 755 125.1 1552 170.0 758 110.4 Ism 170.0 756
5{in 170.0 797 170.0 6f2 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 037 1552 1455 1740 858 129.3 1455 170.0 881 1/0.8 1455 170.0 867 87.0 1455 110.0 881
60 in 170-0 885 170.0 701 170.D 1063 170.0 797 170.0 1240 170.0 578 167.1 1W 170.0 944 139.7 1309 170.0 996 125.7 1309 163.5 094 104.8 INS 157.1 232 69.0 1309 157.1 SM 78.8 952
63 in 170.0 930 170.0 745 170.0 1118 170.0 650 18Z9 1247 170.0 940 142.5 1247 154.5 983 1M-7 1247 1528 965 114.0 1247 144.3 962 95.0 1247 1382 06 81.4 1247 135.7 975 71.3 7 WS
Be N 170.0 07{ 170.0 789 170.0 1189 170.0 903 148.4 1190 103.7 gas 121.9 119g 147.9 945 115.4 1190 136.5 92a 103.9 1190 128.4 914 66,8 119D 119.5 896 742 1190 118.1 893 84.9 1 893
C 72 In 161.E 1010 16A.8 877 1343 1010 144.E 859 1154 1010 1272 542 W.0 1010 114.7 828 89.8 1010 105.8 617 80.8 f010 AB.A 807 67.3 1010 90.8 795 57,7 1010- 87.8 790 50.5 7
709761nIVA906U3.6 792 114.5 006 122.0 776 98.1 006 107.1 761 85.9 go 90.2 749 76.7 906 ae.2 738 88.7 808 82.J 729 57.3 9D3 74.7 778 49.1 906 Tt.2 710 29 f1
70BN78in127.1 861 132.6 754 105-9 861 112.5 738 906 881 98.6 725 79.4 861 8. 713 70e t)et Sio 703 63.6 881 75.4 694 53.0 851 68.1 681 45A 861 84.5 875 39.7 j1171A 672
90In 82T 846 OSA 574 68.B W6 721 564 59.t 816 6-9 W 51.7 60 58.1 545 48.0 846SOA 537 41.4 e/6 47.0 530 34.5 646 I7.5 519 29.5 646 38.2 5;1 25.9 5
50796in682SellT0.1 505.8 5W 59.1 489 48.7 583 514 491 42.6 568 I5.6 403 37.9 668 41.4 476 34.1 568 38.1 170 23.4 568 33.4 459 24.3 668 30.5 452 21.3 7
447toeIn47.9 449 48.9 405 79.9 449 412 399 34.2 449 35.7 397 29.9 449 J1.7 397 26.6 449 28.6 332 23.8 449 281 377 20.0 4!9 22.7 8 t7.t KB 20.4 387 t5.0 B 756
1111n 44.1 425 45.0 311 8 425 37.9 379 31.5 a25 3Z8 373 27.6 425 29.1 367 24.5 425 282 362 22,1 425 24,0 35B 184 425 20.7 0 15.8 425 18.8 943
1201n 34.9 36/ 35.5 331 2A.t' 3M 29.8 526 Z4.B 384 25.6 321 21.8 364 22.8 317 19.4 364 20.5 313 17.5 364 18.7 309
1M b 20.2 253 2DA 233 16.8 253 17.1 1 230
TABLE 168
Anehor
3uD5aate: 27k Cmcreic
Ca aelty Table ID8
3.51, CM Holl" cmu 1`11W CMU PTVVcod M.W
AncMr Type: 3I76' Et. Ukacon 1/4' Eko Ulbaoon Yi8" Ell, Ultrec 111 W16' Eko Ultrecon 1/4' Eko Ulbecan 1/1' SS EkcAppnlGator 5776' ElcoUlVecon W SS EkoAgpreGaior
4;0 Stael
S- (G5) 612 Steel05) 912 SleetS.- (G5)
AnchorClip Patterns 2-12' 1' 2-1/2" 3-t18' 1" 2•V2' 1' 2-U2^ 2" 7-118 2° 0.48' O.Yr 0.324'
Edge Cislance UnF
Embe Ynmt gnl:
1'
t-3/4• 1-3/4' 1-3/4' f-314' 7 1-3f8' caries
2 Mctpn @ 5' Min O.C. 112) 2x5 A'gie(FIp. 1): 80 05 390 ks 4501bs 890Ibs 171 1 2101bs 2801bs 354 kc 7401hn - 374 ID9 1M Ibs 9401bs 341 Ibs 442 Iba 560Isa
6Anchom @ 3S' Min O.C.I (2) 2N5 Angle Cllps I (Flp. 2} 7B0 bs 7801tu 7901bs 1670105 2525Ibs 540Ihs 580Ibs N/A 112111, 74111w 1" Ibs 18921bs 682Ws 8851bs 11201b'
8Anchors @ Z71' Min O.C.1(212M5Apple Clips /Grip. 3): 11201ba I 11201b5 I958Iba 22461be 22541ba NIA 84016a N/A 10591bs WA 1 13201. WA 1D22 Ibs 1327 Ibs 1660 Ibs
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEESHEETS 2-4 FOR GENERAL INSTALLATIONMETHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION ANDMULLIONCLIPS SHOWN ARE NOTTO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLESTOBEDRILLEDINTHEFIELDFOLLOWINGDIMENSIONALRESTRICTIONSSHOWNONSHEETS21-23. FIGURES
SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4)
SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE
BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW
SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" THICK.
STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .
125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE
MATERIAL. #10 & #12 ANCHORS INTO WOODMAY BESTEEL, IM S.S. OR 410 S.S. DP_)
X ( ANCHOR CAP.,„",,,,r) = ANCHOR CAP.-. MULLION
CAP. ,,,, USE
THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY
REQUIRED' CORRESPONDING TO AN ACTUAL
PRESSURE REQUIREMENT FOR THE OPENING,
WHEN IT IS LOWER THAN THE MULLION CAPACITY (
FROM THE TABLE) OF THE SELECTED MULLION.
IT WILL YIELD A MINIMUM ANCHOR CAPACITY
WHICH MAY BE USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE ANCHOR
CAPACITY TABLE. 2
D
ZPRODUCT
REVISED as
complying with the Florida Building
Code NOA-
No, 17.0630.01 Expiration
Date0512612021 By WY°
1
1
p - Nh,
LICENSE'-, No.
58705
0 A
44, O•cTATEF (V` i (ems •'•
R,B ORID?`. •' \: A. NN
M11111. 'P.E. FL P.
E.# 58705
r- .12,T
STANDARD CLIP
fi068-T6 ALUM. 2 000" X-SECTION
I
5.500"
3.125'--i Cur HERETO .375"
375"------iii F _CREATE F-IP, SEE MM.
MIN. I r DETAIL F, SHEET4
r--------i r------
I I A
STANDARD CLIP
6063-T6 ALUM.
CENTER OF ANCHOR HOLE MUST LIE TOPVIEW
WITHIN THE DASHED BOUNDARY. SEE
SHEETS 5-17 FOR THE ANCHOR O.C.
DISTANCE, MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER+ 1H6".
5.500"-'j
375" MIN.
MIN.
r ------
I I
I I
I I
I1 B
II I I
I II
I `
I
C OFFSET CLIP
125" 6063-TG ALUM.
70PVIEW
TT
I
2.125" U-CLIP
6063-T6 ALUM.
X-SECTION
125"] ¢
740° F
q
338' MIN.
A I U-CLIP
6063-T6 ALUM.
TOPVIEW
ZNTEROFANCHOR LE
MUST LIE THIN
THE DASHED BOUNDARY.
SEE SHEETS
5-17 FORTHE ANCHOR
O.C. DISTANCE
MAXIMUM ANCHOR
HOLE DIAMETER:
ANCHOR DIAMETER +
1116', TART
F R V
X 2.75" X .650" MULLION 6063-
T6 ALUM. XSECTION
Ir--{
1--.
125" 2X5
ANGLE CLIP 6063-
T6 ALUM. 2
000' X-SECTION t
125" 5.
000" 375"
MIN. 2X5
ANGLE CLIP 6063-
T6 ALUM, CENTER
OF ANCHOR HOLE MUST LIE WITHINTHE TOPMEW DASHED
BOUNDARY. SEE SHEETS 5.18 FOR THE ANCHOR
O.C. DISTANCE, MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER , 1116°. Mull
Dimension (sheet M PGT
Pe R # Mullion
Std. Clip Offset Clip U-Clip Angle Clip V
X 2" X .125" (5) 66605 666113M 6661118M 666243M 666511 M 1"
X2" X.375" (6) 666006 665114M 6561119M 668244M 666512M V
X 2.75" X .375" (7) 66607 666115M 6661120M 666245M 666513M 1"
X2.75" X.650" (8) 66608 W116M 6%1121M 666246M 666514M V
X 3.125" X.500" (9) 66637M 6661116M 6661114M 666242M W515M 1.
25" X3.188" X.266' (12) 66641M 6661117M 6661113M 666241M 666516M 1.
26"X2.11" X.125" (18) 69370 N/A WA WA 666517M NOTES:
1)
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSGIVEN ON THIS SHEET, 2)
SEE SHEETS 5-9. 12 & 18 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3)
SEE SHEETS 2.4 FORGENERAL INSTALLATION METHODS. TAR]
F A Dlmension
Value On) For Mull ion: A
1.625 1"X2"X.125" Aluminum
Tube
Mullion B
2654 C
0.89E D
0.740 A
1.125 1" X2" X.375' Aluminum
Tube
Mullion B
2404 C
0.635 D
0.490 A
1,875 1"
X 2.75"' X 375
Aluminum Tube
Mullion 8
3.000 C
0.757 D
1.118 A
1.312 1' X 2.75" X 850"
Aluminum
Tube
Mullion 8
3.000 C
0.476 D
0.836 A
2.000 V
X 3.125' X 500'
Alum Tuba
Mull 8
2.637 C
0.863 D
1.137 A
2.625 1-2 X3.188' X.
265' Alum Tube
Mull 8
3.262 C
0.862 D
1.762 T.
26-X2.11"X 1.
813.121" Alum Tube
Mull PRODUCT
REVISED as -
Pill" with the Florida Building
Code NOA-
No. 17-0630.01 Fxpiration
Date05/26/2021 By
MI-5a /Product Contro 11
I H
LYN , LICENSE
No.
58705 S
TE OF •44, n
A.
t: R1Yj.E. Rm8705
1 1.000" r- 1.000" f-
q 000" 4.000'
A25"
125"
125'
375"
1 " X 4'X.125"-T 1"X4'X.375'
MULLION MULLION
0083-Te ALUM. e063-T6 ALUM.
X-SECTION X-SECTION
125'X3.25'X.100" 125"X3.25"X.624"
MULLION MULUON
6005-T5 ALUM. 6005-TS ALUM.
X-SECTION X.SECTION
30° BAY MULLION
6083-ToALUM.
X-SECTION
228"1 .981"---
5' BAY MULLIO
6063-T6 ALUM.
X-SECTION
74V'
125"
REI w
125' STANDARDCUP ^Z'.
2.000" 6003-TU ALUM. 2.125" 2X5 ANGLE CLIPUCUP2.000" 0
X-SECTION 606S ALUM.
I 6063-TB ALUM. X-SECTION .125 W125" X-SECTIONr1.0125"J
1' X 4' X .375" 5.600'
T"-MULUON CUT HERE TO
6063-76 ALUM. 375" 3.125'---j _ CREATE F-CLIP, SEE '375
X-SECTION MIN I DETAILF,SHEET4
125T
I I I I
1 I 1 I
1 I 1 I
I I I I
I I I 1 I
I I 1 I
2.875'-
I I I I FI3.94' I 1II I I
I I I I
100°
1 I I
624' rY STANDARD CLIP
i CENTER OF ANCHOR HOLE MUST LIE 6063-T0 ALL
I .320' 1-- WITHIN THE CASHED BOUNDARY. SEE TOPVIEW
SHEETS 10.17 FOR THE ANCHOR O.C. 1.25" X 3.94" X .624" DISTANCE. MAXIMUM ANCHOR HOLEMULLION
6005-T5 ALUM, 1ETER: ANCHOR DIAMETER 1/16',
X-SECTION
r ITI226"J
125" I .375' .375'
MIN.
I I I I
I I I i
I 1 I I
I I I I
2.250" I t I I
I H
I 1 I 1
3.250'L-L
I I I I
I I_ ----------
G OFFSET CLIP
125" 6063-T6 ALUM.
TOPVIEW
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET
2) SEE SHEETS 10. 11, 13-15. 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS,
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
CENTER OF ANCHOR HOLE MUST LIE WITI IN THE
DASHED BOUNDARY. SEE SHEETS 10.20 FOR THE
ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER • 1/16'.
375' CENTER OF
ANCHORHOLE
1 MUST LIE WITHIN
THE DASHED
BOUNDARY. SEE
F SHEETS 10.17
y FOR THE
ANCHOR O.C.
DISTANCE
MAXIMUM
i ANCHOR HOLE
DIAMETER:
ANCHORDIAMETER + 1/16'.
UCUP
6063-T6 ALUM.
TOPVIEW
TARI P r
Dimenson Value (In) For Muillon:
F 3.687 11X4" X
O 1.000 125"
Al-inumH2.680
1 3.000 Tube Mullion
F 3.187 1"X4"X
G 0.757 375"
AluninlmH2.430
1 3.000 Tube & 'T'
F 2.250 1.25' X 3.26"
G 0.760 X.100"
AluminumH1.500
1 3.250 Tube MuDion
r_____________________i
I I
I I
I i
1 I
I I
I II
I I
1 I
I I
I I
I I
TARI F r r.ONT
Olmension Value (in) For Mullion:
F
G
1.930
0.500
1.25X3,25 X .
624" Aluminum
Tube
Muillon H
1
1.
438 3.
250 F
G
2.
625 1.
125 1.
25' X 3.94" X .
624" Aluminum
Tube
Mullion H
1
1.
500 3.
250 F
2.813 3V BayMull F
2.875 45" Bay Mull 375"
MIN.
D_
M
co
2X5
ANGLE CLIP g g d'O >C 6063-
T6 ALUM. ..- €2'm0 TOPVEW
g '-o - PRODUCT
REVISED as
comp)ying with the Florida Building
Code HOA-
No. 17-0630.01 Expiration
DateOS12612021 Mull
Dimension sheet
p) PGT
Part Mullion
Std. Clip OBsetclip UClip An OleClip 1'
X4' X.125' (10) 69364 666111M 6661122M 606241M 666518M 1°
X4-X.375"(11) 66610 668112M 61123M 686242M 666510M V
X4" X.375" T (11) 1.
25" X3.25" X.100" (13) 1.
25"X325-X.024"(14) 66653
20180P20312
20161=
315 666112M
SW
127M 6661126M
6601123M
6Wl124M
6661125M
666242M
6662410M
8662411M
666519M
6665115M
6665116M
1.
25-X3.94-X.624-(15) 20162 6661417M 6661128M 656241M 806517M 30
Degree (19) 68649 WA WA WA 6865110M 45
Degree (20) 66M WA NIA NIA 6665111 M By
NY
LTNNM'%, 1.
ICENgF •, No.
58705 O •..
ST TE O S
G S'ONALtEN,\' A.
LYNN MILLER, P.E. FL
P.E.# 58705
Mull Dimension
sheet#)
PGT Part# -
Mulllon Std. Clip I U-Clip Angle Clip
2" X4" K.25"(16)1 66602 666261 M 666271 M 6665112M
2- XV X.25" (17) 66604 665262M 666272M 6665113M STANDARD CLIP
6063-T6 ALUM.
2.000X-SECTION NOTES:
I 1)
HOLES TO BE DRILLED IN THE FIELD FOLLOWING 125'
DIMENSIONAL
RESTRICTIONS GIVEN ON THIS SHEET. 2)
SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE
LOCATIONS. 3)
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5 500" 2.
000' 4.
000' 250"
2" X 4" X .25" MULLION
6063-
T6 ALUM. X-
SECTION 250"
r-
2.000'1 2-
X 6- X. 2'5' MULLION
6063-
T6 ALUM, X-
SECTION CUT
HERE TO 3.
500" CREATE F-CLIP, .375' 375"_ rt r _SEE DETAa F, r MIN. MIN. SHEET4 I 1
I
I I III
I I
I I-
3.438" I
I
IIIIIIII1STANDARD
CUP CENTER
OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. L
WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS
16-17 FORTHE ANCHOR O.C. DISTANCE
MAXIMUM ANCHOR HOLE DIAMETER:
ANCHOR DIAMETER + 1116". CUT
HERETO 3500'
CREATE F-CUP. 375"
SEE DETAIL F, MIN.
I.- -
SHEFT4
I
STANDARD
CLIP 6063-
T6 ALUM. TOP
VIEW 375"
MIN.
4.
688' 5.
43WUAL
I
6063-TS T6 ALUM. 2.125•
X-SECTION 125" 1
I---,.
aDD•--
I T F.375'
I I
3.
438"
I U-
CLIP,
6063-T6 ALUM. CENTER OF
ANCHOR HOLE MUST LIE WITHIN THE
CASHED BOUNDARY. SEE SHEETS 18-
17 FOR THE ANCHOR O.C. . DISTANCE MAXIMUM
ANCHOR HOLE DIAMETER: ANCHOR
DIAMETER+ V16". 375" I
I
re *
5.
438- I I
UCUP
6063-
T6
ALUM. USEDFOR
2' X 6' MULLION, SHEET 17 TOPVIEW 2X5
ANGLE
CUP f 6063-
T6 ALUM. 2 0D0"
XSECTION 125" 5.
000' _
375' MIN. I------------------------
I
II I
I I
I I
I I
I I
3438" i
I 375' L - -
j
MIN. 2X5 ANGLE
CLIP CENTER OF
ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE
DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-
17 FCR THE ANCHOR O.C. DISTANCE MAXIMUM
ANCHOR HOLE DIAMETER ANCHOR
DIAMETER * 1116'. MIN. r_____________________
l
I i
1 I
I I
I I
I I
IPRODUCTREVISED
as comp)
ying with the Florida Building Code
OA-K..
17-0630.01 Expiration Date
5/26/2021 By Miam'
de
Product Control 1I 11
III/ LYNN a.•.•'• ,,
CENSF . /
fie 4 No.
58705 . ••P i .375"
j MIN. -
p d3f' L/ 2X5 ANGLE
CUP s'2ORIDP,.•' 6063-T6ALUM.
J ' TOPVIEl4
1,
7,,1NAL 1
A.
LYNfSF11ILL: R, R, P.E. FL P.
F_.# 58705
EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4'. THE OPENING REQUIRES DESIGN PRESSURE OF+60.0/-60.0 PSF.
1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH 1532"+32+1"=65". REFERENCING SHEET 25. THE COLUMN USING g
NO ANCHORS W HEAD RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1/4" AND WILL MEET OR EXCEED THE REQUIRED
SEE
DESIGN PRESSURE OF-60.01-60-0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE
70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD
g
U36EEFROMTABLE3A, SHEET 7, THE 1' X2.75" X .375" MULLION (LENGTH = 72", OPENING WIDTH
Fnr-ITRAl- DETAILS, NOT BE SUITABLEFOR THIS APPLICATION.
2-3 FROM TABLE 4A, SHEET 8. THE V X 2.75" X .650" MULLION (LENGTH = 72', OPENING WIDTH - 70') HAS A DESIGN PRESSURE OF+(-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THEOPENINGANDMAYBEUSEDINTHISAPPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. cm72' V
MULUON04,2LENGTH2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12ANCHORS AND THE 2X5 U)
ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. Z
a-, ETas, 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL
SHEETS APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, W O S
AN
G
W'- THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHORCAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF:
r
vnDTH 636 LBS60PSF) X / l = 524.9LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 46) Wll727PSF / m
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES ACONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-30. THE OPENING REQUIRES A C- aG
DESIGN PRESSURE OF+50.0/550 PSF. JQ r
FOR THE VERTICAL MULLION: Z a O
1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1"=105" AND THE OPENING WIDTH IS 36"+36"+1" =73". REFERENCING SHEET 25, AMULLION THAT IS AT LEAST THEWINDOW FRAME DEPTH OF 2-3/8" AND WILL Z CO cTHECOLUMNUSINGRECTANGULARLOADINGSHALLBEUSED. SCAN THE MULLION TABLES FOR
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
V) J s
EXAMPLE 2: MULTIPLE MULLIONS
SEE DETAILS, FROM TABLE 3A, SHEET 7, THE 1"X 2.75" X .375' MULLION (LENGTH = 108', OPENING WIDTH = BO") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF
W 0-
3 V
MULLWIDTH r- SHEETS 2a AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. XXXq a FROM
TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (LENGTH = 108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF.1-64.7PSF WHICH EXCEEDS THE REQUIREMENTS d E W Z O V) V POFORTHEOPENINGANDMAYBEUSEDINTHISAPPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. Ira of37
SEE SEE BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THEWIDTHOF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36'+36"+2"=74", NOT 73' AS PREVIOUSLY- TIXJDETAILS. F=-N OCAIJLS. PRO0u TSHEETS
APPROVAL 2-4
ASSUMED. VERIFY THAT
THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN THE 73" DIMENSION (
35-1/2"+35-tY2"+2'=73"). PRODUCT REVISED as
eomping with
the Florida USE TABLE 12B
TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUMETHE POURED NOA- n8 ode B.2) NOA-No.
17-0630.01 CONCRETE HEADER AND
SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BETAKEN TO MAINTAINTHE FASTENER'S EDGEDISTANCE. VERTICAL ` I USINGTHESTANDARDCLIPWITH (6) 3/16- ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2" ONES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND Expiration Date 05/26/2021 MULLION _ SEE LENGTH
SEE sOErNLS, DETAILE.
SHEETS 24 SHEET3
THEREFORE SUITABLE, FOR
THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL
MULLIONS: O DO By
Miami-[
de ProduCf
Control OFEMNG HEIGHT BECAUSE
THEVERTICAL MULL WILL BE A 2" X 4" X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER FOR HORIZ MULLION
MULLIONTYPECOULD BE CHOSEN. 1) THE MULLION
LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72"+2" =106". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE HN- USED. FROM
TABLE
12A, SHEET 16, THE 2" X 4" X .250" MULLION (@ LENGTH = 42". OPENINGHEIGHT -120") HAS A DESIGN PRESSURE OF +I-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THEOPENINGANDMAYBEUSEDINTHISAPPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEEDETAILS, SHEETS
2) USETABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE B" WIDE. IF THE
MULLION CLIPWERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE ZX5 ANGLE CLIPS WITH i 2-3 4)
3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF
521 LBS.N y aIp,( LYA/ l II 3a•. HORIZ.
36 . HORIZ. MULL LENGTH MULL
LENGTH 4) FOR THE U-
CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U-0LIP SHOWS THE ANCHORCAPACITY IS 1074 LBSWHENUSING3ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE,,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE C10EN z : P: •, P
f-
OPENING WIDTH FOR
VERTICAL MULL ANCHOR TYPE IS A #12 STEEL SCREW. No. 58705 FROM THE ABOVE STEPS.
OUR MULLION DESIGN PRESSURE IS: _ a-10 /,' 64.7 PSF
FROMTHEVERTICALMULLION; TO CMU; iN 'A (
Y; 170.0 PSF FROMTHE36" HORIZONTAL MULLIONATTACHING 170.0 PSF FROM
THE 36" HORIZONTAL MULLION AT TO THE VERTICAL MUWON (INTERSECTION). ATE F THE LOWEST DESIGN PRESSURE IS+/-
64.7PSF ANDWOULD APPLY TO ALL OF THEMULLIONS. I' is '•.tORIDP.•' E G VERIFY THE DESIGN
PRESSURE OFTHEFENESTRATIONPRODUCTSUSEDWITHTHISMULLIONSYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION MULLION AND THE FENESTRATION PRODUCTBEINSTALLEDINcc ';SZONAL PRODUCTS, WILL APPLY
TO THE
OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE ACCORDANCE WI7H THE INSTALLATION SPECIFICATIONS
INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. a A. L%WIWNhLLt1R, P.E. U FL P.E.# 58705
EXAMPLES OF RECTANGULAR LOADING:
I
III
PW 1
I
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
I
i
P
LOADING OF VERTICAL
MULLION
EXAMPLES OF TRAPEZOIDAUTRiANGULAR LOADING:
oo ?
HINGED
DOOR
DADING OF HORIZONTAL MULLI
Effivmffi=Nmol
II III
W
g
q
o
oY w
u
u N
PW PW o
N>
Z W
yN C W
O =
co
aw
co
o W o H
o wIIjl
m w
Z
Z_ _ m <
U
LOADING OFVERTICAL MULLION w ' m sQ
W €Z
C D-
z Z C rn m
F Q Z
PWI
a LU
O Ug
o m
N U) UJ Z
Q In
u U Q OCCELz
m0
SH/DH O
PRODUCT REVISED
in with the Florida
BuildingBCode NOA-
No. 17-0630.01 Expiration
Date 05/26/2021 LOADING
OF HORIZONTAL MULLION LOADINGOF HORIZONTAL MULLION
NOTES:
By
rillarfil-
Rade Pmduct Gontro1) DRAWINGS
ARE RERESENTATIONS OF
TYPICAL PW CONFIGURATIONS.
CONFIGURATIONS NOT
SHOWN MAY BE
EXTRAPOLATED FROM THOSE SHOWN.
2) IF
THE LOADING TYPE CANNOT BE DETERMINED,
USE ONY LYNN I,,•, 2,
PW
RECTANGULAR
LOADING. P,'- VCENSF '•( 3)
SEE
PRODUCTS' APPROVAL FOR No. 58705 ACTUAL ANCHOR
LOCATIONS. 10 1
F
ORIDA.•''
G i sN N
LOADING OF
HORIZONTAL P.E.MULLION A.
LY
A. LYIMlP. P.E.#
5870 Fl P.E.# 58705