HomeMy WebLinkAbout110 Club Road 17-1053; INTER & EXTER RENOVATIONSES
EGOVEE CITY OF SANFORD
y APR % ZQ9 BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: S 59,810.00
Job Address: 110 Club Road -Sanford, FL 32771 Historic District: Yes No 0
Parcel ID: 35-19-30-522-OF00-0160 Residential X Commercial
Type of Work: New Addition Alteration X Repair Demo Change of Use Move
Description of Work: Interior and exterior renovations - See attached scope of work
Plan Review Contact Person: Amber Corville Title: Project Manager
Phone: 407-403-5658 Fax: 407-322-8641 Email: amber@cbiamerica.com
Property Owner Information
Name Carol Hutchinson Phone: 321-274-3291
Street: 110 Club Rd Resident of property? : Yes
City, State Zip: Sanford, FL 32771
Contractor Information
Name Corinthian Builders, Inc. Phone: 407-403-5658
Street: 2175 Marquette Ave Fax: 407-322-8641
City, State Zip: Sanford, FL 32771 State License No.: CGC 058246
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Address: Address:
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: 5ch Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: 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 of this 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 of a 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 of the 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.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner Agent Date ignatu Contra for/Agent Date
Z(/ V-11-17 ZAard_ L 617C
Print Owner/Agent's Name Print Contractor/Agent's Name
q- Signature of Notary -State of Florida Date
so,W !*4 MARIACORVILLE
MY COMMISSION # GG 051629
N
u
EXPIRES: December 21, 2020
9QF F pP` Bonded Thru Budget Notary Sendae
Owr /Agent is Personally Known to Me or
Produced ID Type of ID L .
Signature of Notary -State of Florida Date
pY Ay MARIACORVILLE
MY COMMISSION # GG 051629
m1 a EXPIRES: December2l, 2020
t ""Ilel Bonded Thru Budget Notary Ser&u
Contract /Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building KElectrical Mechanical 79( Plumbingi Gas[] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: -2 -1*7 UTILITIES:
ENGINEERING: FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
COMMENTS: NO 7An..+4 03sAns Ok bot 1
WASTE WATER:
BUILDING: !E 4. Zq • 11
Revised: June 30, 2015 Permit Application
Board of C O*Un'ty COMMISsioners
SEMINOLE COUNTY• !
trvurK UfOet iUllrrli)ei r 25_._ .
Master Agreement No.; CC- 192-13/AMM
Master Agreement iltte; M5A for Comm ni S ro ce R si n •al HOME
DIPe
NSP &iCPehabilitations
miectTitle: , pre h o11 E Pr4!'"e —tin rii,q% o%cada Sp"fn.•4 pt_ .3.D-y•si Builders,
Inc. ueite;
Ave. ATTACHMENTS
TO THIS WORK ORDER: X]
Scope of services - Attachment "A" X]
Addenda - Attachment "B" X]
Bid/Pay Items- Attachment "C" X]
Reconstruction Standards - Attachment "D" METHOD
OF COMPENSATION: X]
fixed fee basis time
basis -not -to -exceed time
basis -limitation of funds X]
retainage shalt be withheld Eve
NINE TIME
FOR COMPLETION: The Work to be provided by the CONTRACTOR shall be substantially completed as describedinsubsection14.13 of the General Conditions, within one hundred ten t110} ,calendar days after thedatewhentheContractTimebeginstorunasprovidedInsubsection2.2 of the General Conditions. The Workshallbefinallycompleted, ready for Final Payment in accordance with subsection 14.9 of the General Conditions, within fifteen t15) calendar da3Ls after the actual date of Substantial Completion. Failure to meet thecompletiontimeshalluegroundsforTerminationofboththeWorkOrderandtheMasterAgreementforDefault. WORK
ORDER AMOUNT: F1_M MINE TN OitAN[i eIGMT U1VbRe[? i_N AiMp 0 p LLA_21QO' 100 59810p01IN
W ESS WHEREOF the parties hereto have made and executed this Work Order on this 20forthepurposesstatedherein. - day of T
AT1177MZW TNESS• Corinthian
Builders, Inc. Secre
By: Richard
Kovacsik, President CORPORATE
SEAL) Date:
BOARD
OF COUNTY COMMISSIOrICRS WITNES
S/ES;_ SEMI LE COUNTY, FLORIDA B
kP7,
ernent1An8,,,,
ty' Date:
lt I) As
authorized by Section 3.554 Seminole County
Administrative Code. 07 #
11217 OM #495 Work
Order —Contracts, Rev 11/14/11 CER "
IRED CLERK
OFF' AND
COM,' ror
THIS INSTRUMENT PREPARED BY:
Name: A. Corville '
Address: 2175 Marquette Ave - Sanford FL 32773
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number:
GRANT MALOY, SEMINOLE COUNTY
CLERK OF CIRCUIT COURT & COMPTROLLER
BK 8893 Ps 354 (less)
CLERK'S Y 2017036077
RECORDED 04/12/2017 08:27:08 AN
RECORDING FEES $10.00
RECORDED BY .ieckenro
Parcel ID Number: 35-19-30-522-OF00-0160
The 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 description of the property and street address if available)
Lot 16 BLK F
COUNTRY CLUB MANOR UNIT 3
PB 12 PG 76 (110 Club Road -Sanford, FL 32771)
GENERAL DESCRIPTION OF IMPROVEMENT:
Interior and exterior renovations
OWNER INFORMATION:
Name: Carol Hutchinson
Address: 110 Club Road - Sanford, FL 32771
Fee Simple Title Holder (if other than owner) Name:
CONTRACTOR:
rJamP Corinthian Builders, Inc.
Address: 2175 Marquette Ave - Sanford, FL 32773
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:
In addition to himself, Owner Designates or
To receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date is 1 year from 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 I, SECTION 713.13,
FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
to the best of my knowledge and belief.
Owners Sig -nature Owner's Printed Name
Florida Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead' sr `Ok' a u
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State of County of p
The foregoing instrument was acknowledged before me this day of , 20
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by %b' Who is personally known to me z
ame off person making statement
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OR who has produced identification L type of identification produced: o J
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2e1 we4c MARIACORVILLE
MY COMMISSION # GG 051629 VAOA r /
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N EXPIRES: Decemher27, 2020 y U/Z.Y C.C./
e _
rFOFF` BandedThrui3udgetNotarySerrkes Notary Signature
WORK ORDER
TERMS AND CONDITIONS
a) Execution of this Work Order by the COUNTY shall serve as authorization for the CONTRACTOR to
provide, for the stated project, services as set out in the Scope of Services attached as Exhibit "A" to
the Master Agreement cited on the face of this Work Order and as further delineated In the attachments
listed on this Work Order.
b) Term: This work order shall take effect on the date of its execution by the County and expires upon
final delivery, inspection, acceptance and payment unless terminated earlier in accordance with the
Termination provisions herein.
c) The CONTRACTOR shall provide said services pursuant to this Work Order, its Attachments, and the
cited Master Agreement (as amended, if applicable) which Is Incorporated herein by reference as If It
had been set out In its entirety.
d) Whenever the Work Order conflicts with the cited Master Agreement, the Master Agreement shall
prevail.
e) CONTRACT PRICE:
I) COUNTY shall pay CONTRACTOR for performance of the Work In accordance with the Contract
Documents on the basis of the Total Bid (Work Order Amount). The CONTRACTOR's total
compensation is DOLLAR ($) subject only to increases or decreases made in strict conformance with
the Contract Documents.
ii) CONTRACTOR agrees to accept the Contract Price as full compensation for doing all Work, furnishing
all Materials, and performing all Work embraced in the Work Order Documents; for all loss or damage
arising out of performance of the Work and from the action of the elements or from any unforeseen
or unknown difficulties or obstructions which may arise or be encountered in the prosecution of the
Work until the Final Acceptance; and for all risks of every description connected with the Work.
111) The CONTRACTOR acknowledges that CONTRACTOR studied, considered, and included in
CONTRACTOR's Total Bid (Work Order Amount) all costs of any nature relating to:
1) Performance of the Work under Central Florida weather conditions;
2) Applicable law licensing, and permitting requirements;
3) The Project site conditions, Including but not limited to, subsurface site conditions,
4) The terms and conditions of the Contract Documents, including, but not limited to, the
indemnification and no damage for delay provisions of the Contract Documents.
The CONTRACTOR acknowledges that performance of the Work will involve significant Work adjacent
to, above, and in close proximity to Underground Facilities Including utilities which will require the
support of active utilities, as well as, the scheduling and sequencing of utility installations, and
relocations (temporary and permanent) by CONTRACTOR.
1) In addition to the acknowledgements previously made, the CONTRACTOR acknowledges that
the CONTRACrOR's own study of Underground Facilities, utilities in their present, relocated
temporary and permanent) and proposed locations, and conflicts relating to utilities and
Underground Facilities.
2) The CONTRACTOR acknowledges that CONTRACTOR's Total Bid (Work Order Amount)
considered and included all of CONTRtACTOR's costs relating to CONTRACTOR's responsibilities to
coordinate and sequence the Work with the work of the COUNTY and Its own forces, the work of
other utility contractors and the work of others at the Project site.
Work Order— Contracts, Rev 11/14/11 Page 2 of 3
f) PAYMENT PROCEDURES.
i) CONTRACTOR shall submit applications for payment in accordance with Section 14 of the General
Conditions. Applications for Payment will be processed by ENGINEER as provided in the General
Conditions.
ii) Progress Payments. COUNTY shall make progress payments on the basis of CONTRACTOR'S
applications for payment as recommended by ENGINEER, In with Section 14 of the General
Conditions.
III) Final Payment. Upon Final Completion and acceptance of the Work in accordance with subsection
14.9.1 of the General Conditions, COUNTY shall pay the remainder of the Contract Price as provided
In subsection 14.9.1.
g) ADDITIONAL RETAINAGE FOR FAILURE TO MAINTAIN PROGRESS ON THE WORK.
i) Retainage under the Contract Documents is held as collateral security to secure completion of the
Work.
ii) In the event that CONTRACTOR fails to physically mobilize to the Work required by Section 6.19 of
the General Conditions, then the COUNTY may withhold retainage to secure completion of the Work
in an amount equal to the product of the number of Days after the 31st Day following the Date of
Commencement of Contract Time liquidated damage amount for Substantial Completion set forth in
Section 9 of this agreement. The additional retainage shall be withheld from the initial and each
subsequent Progress Payment. The additional retainage held under this subsection shall be released
to CONTRACTOR In the next Progress Payment following the ENGINEER's approval of a
supplementary Progress Schedule demonstrating that the requisite progress will be regained and
maintained as required by Section 6.19.2 of the General Conditions.
Ili) COUNTY may withhold additional retainage in anticipation of liquidated damages equal to the product
of the number of Days after the scheduled Contract Time (Substantial Completion or Final
Completion) and the amount of liquidated damages set forth in this Agreement if CONTRACTOR is
behind schedule and it is anticipated by COUNTY that the Work will not be completed within the
Contract Time. The additional retainage, under this subsection, May at the COUNTY's discretion be
withheld from subsequent Progress payments. Any additional retainage held under this subsection
shall be released to CONTRACTOR in the next Progress Payment following the Project Manager's
approval of a supplemental Progress Schedule demonstrating that the requisite progress will be
regained and maintained as required by Sections 6.19.2 of the General Conditions.
h) LIQUIDATED DAMAGES.
i) The COUNTY and CONTRACTOR recognize that time is essential to the performance of this
Agreement and CONTRACTOR recognizes that the COUNTY and its traveling public will suffer financial
loss if the Work is not substantially completed as described in subsection 14.13 of the General
Conditions and within the time specified In this Agreement, plus any extensions thereof allowed in
accordance with Section 12 of the General Conditions. The parties also recognize the delays, expense
and difficulties involved in proving in a legal or alternative dispute resolution proceeding the damages
resulting from inconvenience to the traveling public including traffic loading, intersection operations,
costs for time, costs of fuel and costs for some environmental impacts (excluding actual delay
damages which may include, but are not limited to, engineering fees and inspection costs) suffered
by the COUNTY if the Work is not competed on time. Accordingly, CONTRACTOR and CONTRACTOR's
Surety agree to pay COUNTY as liquidated damages, and not as a penalty, Two -Hundred Fifty
Dollars ($2$0.00) per Day for each Day CONTRACTOR exceeds the Contract Time for Substantial
Completion until the Work is Substantially Complete. It is agreed that if this Work in not Finally
Completed in accordance with the Contract Documents, the CONTRACTOR shall pay the COUNTY as
liquidated damages for delay, and not as a penalty, one-fourth (1/4) of the rate set forth above.
ii) The liquidated damages provided in this Section are intended to apply even if CONTRACTOR is
terminated, in default, or if the CONTRACTOR has abandoned the Work.
Work Order —Contracts, Rev 11/14/11 Page 3 of 3
April 7, 2017
Corinthian Builders, Inc.
2175 Marquette Avenue
Sanford, FL 32773
Via Email: office@cbiamerica.com
CC-9192-131AMM Work Order 26—
Rehabilitation of 110 Club Road, Sanford FL 32771
NOTICE TO PROCEED
The services provided by your firm shall begin on April 11, 2017, and be substantially
completed within 110 calendar days on July 29, 2017. These services shall reach final
completion within 15 calendar days thereafter on August 14, 2017, as described in the
contract documents. The timely and accurate performance of the work set forth in the
contract documents is important to the County. It is also a primary consideration for
contractor selection on future projects.
Please acknowledge below, retain a copy for your records and return the original to the
Seminole County Purchasing and Contracts Division.
We are glad to have you on as part of the County's project team and we look forward to
a successful project.
Sincerely,
Michael A. Eason
Procurement Analyst
407-665-7122
meason@seminolecountyfl.gov
ACCEPTANCE OF NOTICE
Ac nqe of the above "NOTICE TO PROCEED" is hereby acknowledged, this
day 4LnXI A f, 200:0.
By: Title: P`2c itFZ-_y J !' I r JUA&Qn—
Y3cs7-
cc: Joe San ley, . roject Manager
Cindy Baldus, Finance
Revised 6/27/08 BLH
POWER OF ATTORNEY
Date: January 1, 2017
I, Richard A. Kovacsik, CGC058246, of Corinthian Builders, Inc. hereby name and appoint
AMBER L CORVILLE to be my lawful attorney, in fact to act for me in regards to Business
activities including but not limited to: Permitting & Contracts within the State of Florida and to
sign my name and do all things necessary to this appointment.
Expiration of this Power of Attorney: December 31 2017.
Signature of Certified General Contractor:
Richard A acsik, President
Address of Certified General Contractor:
Richard A Kovacsik CGC058246
Corinthian Builders, Inc.
2175 Marquette Avenue
Sanford FL 32773
The foregoing instrument was acknQwledged before e this 1st day of January 2017, by
Richard A. Kovacsik, who is personally known to me or has produced
identification and who did take an oath.
STATE OF FLORIDA, COUNTY OF SEMINOLE
Signature of Notary Public
MARIACORVILLE
MY COMMISSION # GG 051629
w„ e EXPIRES: December 21, 2020
B&" Thru Mpt Nobly Savicet
Notary Public's Name: MARIA CORVILLE #GG 051629
Notary Commission Expires: December 27, 2020
as
4/1t'2017 SCPA Parcel View: 35-19-30-522-01F00-0160
Property Record Card
i4J0 Parcel: 35-19-30-522-OF00-0160
1 Owner: HUTCHINSON CAROL A
ficra cxccs rv'Fzzn,
Property Address: 110 CLUB RD SANFORD, FL 32771
Parcel Information Value Summary
Parcel 35-19-30-522-0F00-0160 2017 Working 2016 Certified
Values
Owner HUTCHINSON CAROL A'
Values
Valuation Method Cost/Market Cost/Market
Property Address 110 CLUB RD SANFORD, FL 32771
Number of Buildings
3j -- - Deprecated Bldg Value
1
43,013
1
35 244Mailing 110 CLUB RD SANFORD, FL 32771-4107
Subdivision Name , COUNTRY CLUB MANOR UNIT 3 1 -- -
1 ? Depreciated EXFT Value
Land Value (Market)
j Land Value Ag
200
12,500€
200
01€ $ 500TaxDistrictS1-SANFORD
DOR Use Code 01 SINGLE FAMILY
Exemptions 00-HOMESTEAD(2001) JustiMarket Value *' 55,713 3_.$ I 45,944
o
120
Legal Description
LOT 16 BLK F
COUNTRY CLUB MANOR UNIT 3
I PB 12 PG 76
Seminole County GIS
I
Portability Adj j
I Save Our Homes Ad j - $16629 $7 664
Amendment 1 Add
P&G Adt ..... $0 $0
j Assessed Value $39,084 i $38,280
Tax Amount without SOH: $310.00
2016 Tax Bill Amount $194.00
j Tax Estimator
Save Our Homes Savings: $116.00
TRIM Notice Help
Does NOT INCLUDE Non Ad Valorem Assessments
Taxes
Taxing Authority Assessment Value Exempt Values ! Taxable Value
County General Fund 39,084 ! 39,084 0
Schools 39,084 25,500 13,584
City Sanford 39,084 25,500 ' 13,584
SJWM(SaintJohns Water Management) 39,084 25,500 i 13,584
County Bonds 39,084 25,500 j 13,584
Sales
Description Date Book 1 Page Amount Qualified Vac/Imp
WARRANTYDEED 11/1/2000 03969 1045 61 000 Yes Improved
WARRANTY DEED 11/1/1989 02124 0832 39,900 Yes Improved
e
E......
WARRANTY DEED
t.......... ................. ................ ...........
8/1 /1985 01659 0829 40,000 Yes Improved
WARRANTY DEED 1/1/1974 01014 0213 15,800 Yes Improved
Find Cant arable Sa S
I
j
Land
I Method Frontage Depth Units Units Price Land Value
I i LOT 0.00 0.00 1 12,500.00 ! 12,500
Building Information
Is Bed/Bath count incorrect? Click Here
Description Year Built Fixtures Bed Bath --rBase Area :Total SF I Living SF Ext Wall Adj Value Repl Value Appendages
http://parceldetaii.scpafl.org/ParcelDetaillnfo.aspx?PID=3519305220F000160 1/2
4/1*12017 SCPA Parcel View: 35-19-30-522-01F00-0160
I Actual/Effective
1 € SINGLE 1960 3 2 , 1.0 907 1,263 ° 907 , CB/STUCCO 43,013 ' $70,226
Description — Area
FAMILY FINISH
CARPORT
22000
UNFINISHED
UTILITY
66.00
UNFINISHED
OPEN .._..
PORCH 70.00
UNFINISHED
Permits
Permit# Description Agency i Amount CO Date i Permit Date
01731 REROOFSANFORD 6,375 5/26/2015
Extra Features
i. ..... t
Description Year Built Units Value New Cost
SHED T211 /1970 1 200 500
hUp://parceidetai l.scpafl.org/Parcel Detai I lnfo.aspx?PID=3519305220F000160 2/2
4 T1Z\ City of Sanford
Residential Alteration / Addition / Renovation
Permit Application Guidelines
All permit application packages must be complete prior to acceptance. You must check each
box to the left or indicate n/a on this submittal. A complete application package shall include
the following:
Building Permit Application completed, signed and notarized.
Floodplain development application completed and signed if any portion of the property is in a flood
hazard area as identified on the most current flood insurance rate map.
Copy of a contract, signed by the contractor and th ran 1Iy_u a4 , irfdicating the documented
construction value
1 Application must include correct address and complete parcel I.D. number. pp p
Contractor information is required to be included on the permit application (if contractor is applicant).
9111 Applicant must include the name of the designated plan review contact person, their phone number and
either a fax number or email address on the Building Permit Application form.
Copy of the contractor's license issued by the State of Florida (if contractor is applicant).
A site specific notarized power of attorney shall be required from the licensed contractor if
he/she appoints an employee of his/her company to sign the permit application as the contractor.
Certificate of insurance indicating worker's compensation insurance coverage and naming the City of
Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of
Florida (must be submitted with each application if contractor is the applicant).
Completed and signed Owner Builder Statement / Affidavit (if owner is applicant).
Two (2) copies of all applicable plans and related documentation.
An accurate, signed and sealed, property survey which shows all improvements on the subject property
and within 10 feet on adjacent parcels.
C11 Plot plan showing location of proposed improvement(s) and setbacks to property line(s). May need to
include infill lot requirements.
Hand -drawn submittals must be submitted on plain white paper and include accurate dimensions, all
details that apply to the project, and must be legible.
Please see the following pages for construction document submittal guidelines **
Revised: February 2016 Page 1 of 5 Residential Alter/Add Permit Application Checklist
THE CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING,
AS APPLICABLE:
SITE PLAN / PLOT PLAN
Must indicate the location of the proposed addition.
Two (2) copies are required
BUILDING PLAN — Structural
If any elements of the addition, alteration or renovation involve altering the structure or any structural
elements, the following information must be included and must be signed and sealed by a registered design
professional.
Any alteration or change to an exterior wall is considered structural and requires signed and sealed
engineered plans.
Two (2) copies of construction documents are required.
Construction documents shall indicate code edition being applied
Construction type
Plans to minimum 1/4" scale
Designer information: name, address, registration #, seal and signature on all signed/sealed pages
Page size minimum 11" x 17"
All pages numbered and labeled
Wind design data required on drawings per FBC 1603.1.4 to meet 139 mph ultimate design wind speed
for risk category II buildings (residential)
Ultimate design wind speed (Vult)
Nominal design wind speed (Vasd)
Risk category
Exposure category
Enclosure classification
Internal pressure coefficient
Component and cladding design wind pressures in terms of psf
Structural Calculations, if necessary
FLOOR PLAN — ALL PERMITS (STRUCTURAL/NON-STRUCTURAL)
Floor plan must include a layout of the entire home
An existing floor plan and a proposed floor plan must be provided, indicating any structural/non-
structural elements, electric, mechanical, plumbing, concrete slabs, and any other relevant details.
Must indicate the area that will be altered/renovated
p' Each room must be labeled (Kitchen, Bathroom, Bedroom, Living Room, ect.)
Must be legible and to minimum 1/4" scale
d Include all applicable span lengths and dimensions, including porches
Revised: February 2016 Page 2 of 5 Residential Alter/Add Permit Application Checklist
ris
ventilation
of pitch
ofing material
erior finish/stucco thickness
ght/bearing elevations
ndow and door opening locations
mney location/height
Required for
y • Additions / Removing existing insulation and adding new insulation
Converting unconditioned space to conditioned space.
Form 402 or Form 405
ATIO
Foundation plan
of Filled cells with reinforcement locations
Footer denotation/details
Footers minimum 12" below grade
Interior bearing walls/pads
Porch pads/footers
n't Brick ledge detail
1" Slab thickness/steel/fiber mesh
Vapor barrier/termite treatment type
Reinforcing steel over lap
Relieving arch steel at pipe penetrations
All wood minimum 6" above grade
Crawl space ventilation
ELECTRICAL (if applicable)
Please note: any renovation, alteration or addition will require the entire home to be updated with
smoke detectors, located as required for new construction per FBCR R314
Level 1 Alterations will require 10 year, non -removable battery smoke detectors.
Electrical existing floor plan and proposed floor plan for the work area.
Location of receptacles, switches, lighting, fans, disconnecting, service panels, ect.
Service riser diagram (for new service, service rebuilds or upgrades to service size)
Bonding/Grounding
Electrical load calculations
Re -wire of 50% or more of home
jAdditions, required on existing home to verify service size is sufficient'
GFI protection
C A AFCI protection
Tamper resistant outlets
C Smoke/CO alarm locations
Revised: February 2016 Page 3 of 5 Residential Alter/Add Permit Application Checklist
MECRANICAL (if applicable)
Equipment location
Anchorage for condenser, engineered to meet wind loads
Protection in garage locations
Clearances at equipment
Structural detail for air handler in attic
Room ventilation
Adding or modifying ductwork requires a duct layout.
Duct layout must include a floor plan and indicate the duct sizes, R-value, register sizes
Exhaust
Bath exhausts size and termination
Dryer exhaust discharge/make up air
Energy calculations with equipment sizing calculations for new HVAC installations
PLUMBING if applicable)
Plumbing drain, waste and vent schematic for new plumbing installationsVBathroomorKitchenexistingfloorplanandproposedfloorplan.
FUEL GAS if applicable)
BTUs each outlet and total BTUs
Pipe type and total length
LP regulator and model type
Combustion air vents
Location of equipment
Venting
Gas Type
Gas Pressure
Gas piping riser
ROOF TRUSS LAY OUT (for new engineered trusses)
Truss I. D. #s
Layout, required on plans and a copy included with truss package
t 1 • Signed/Sealed truss engineering package
Strapping/fasteners/truss tie -downs
Ell Footings
Beam to wall and/or post attachments
Post/column and beam construction
Interior bearing walls
Stairs section
Chimney construction
El Dormer construction
Floor framing
Entry construction
Arched windows
Bay windows
Frame to block connections
Knee wall construction
Sky light framing
7 Top plate splicing requirements
Revised: February 2016 Page 4 of5 Residential Alter/Add Permit Application Checklist
Steel requirements (footer, lintel, vertical pour)
Grade
Over lap
EI Veneer
Shear wall locations and construction
Connectors
Fasteners
p Roof sheathing & diaphragms
Fasteners
Blocking
Wall and gable sheathing fastening
Gable end, frame and block, vaulted and flat
Conventionally framed roof members
Glass block
Header schedule, including strapping/anchorage and frame supports (bearing walls)
Bearing/non-bearing wall detail
Typical wall section detail, one and two story, block and frame, for all scenarios
Connectors
Anchorage bolts
Materials and assembly
NUFACTURER'S PRODUCT INSTALLATION INSTRUCTIONS
Roofing components
Underlayment
Shingles / Tile / TPO / Rolled
Off -ridge vents
Window and mullion installation instructions
p/ Garage door, sliding glass door and swing door installation instructions
Siding installation instructions
Soffit installation instructions
Glass block installation instructions
Engineered lumber products installation instructions
PF.ObUCT APPROVAL
Completed Sanford Product Approval specification sheet
Florida Product Approval can be located at www.floridabuilding org.
Product Approval must be approved under the current code edition
FS 553.842, FAC 61G20-3
These guidelines were compiled to assist the applicant in preparing a residential alteration / addition /
renovation permit application submittal and may not be complete. The applicant is required to meet all city of
Sanford, state, and federal requirements.
Revised: February 2016 Page 5 of 5 Residential Alter/Add Permit Application Checklist
REQUIRED INSPECTION SEQUENCE
1F 1P# %'I - t a'S3 Address: % \ 0 Cevwi fikp
BIIILIDING PERMIT
Min Max Insjgection Descri tionn
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour, .
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
to Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
1 otp Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
ELECTRICAL RERIlIIT - -
Min Max Inns ection Descri ti®n
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Maas Inspection De)Ci tIl®ffiMin
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
Min Max Ins ection Descri tion
Mechanical Rough
Mechanical Final
min Max Ins ectio
Gas Unde
Gas Roug
Gas Final
REVISED: June 2014
RECORD COPY
110 Club Road — Scope of Work
1. Replace interior doors
2. Replace front exterior door
3. Replace windows
4. New aluminum soffit and fascia
5. Plumbing
a. Replace water heater
b. Replace kitchen sink and faucet
c. Replace hall bathroom tub with roll -in shower pan, toilet, sink, faucet
6. HVAC
a. New 15 SEER HVAC system (air handler & condenser) -t
7. Electrical
a. Replace outlets and switches throughout including GFCI
b. Install hardwired smokes/combos
c. Replace interior light fixtures
8. Drywall repairs as required
9. Paint interior and exterior
10. New tile flooring throughout
11. Replace cabinets and countertops in kitchen and bathroom
REVIEWED POR CODE COMPLIANCE
PLANS EXAMINER
DATE
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
17 • 1053
BATF-
8x4
BED 1 14 cf
4"
12x6
128 cfm 75,
611
HALI
12x6
157 cfm
BED;
Level 1
14x8
268 cfm
8 " DUCT IN SOFFIT
7"
20 x 20
679 cfr t LVG/KI'
1CL
U
return to pull thru closet door
Job #: HUTCHINSON
Performed by ENERGYCALCS.NET for:
CAROL HUTCHINSON
110 CLUB RD
SANFORD, FL 32771
12x8
167 cfm
FAMILY Rl
CBI Scale: 1 : 68
Page 1
ENERGYCALCS.NET INC 267 DELEON RD Right -Suite® Universal 2017
DEBARY, FL 32713 17.0.21 RSU19927
Phone: 386-775-0908 2017-Apr-13 08:59:43
IERGYCALCSFL.NET MAGGIE@ENERGYCALCS.... ...ie\Downloads\CBI 110 CLUB RD.rup
K
Job: HUTCHINSON
WrightsoftN Building Analysis Date: Apr 12, 2017
Entire House By: ENERGYCALCS.NET
CBI
ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0908 Email: MAGGIE@ENERGYCALCS.NET Web: WWW.ENERGYCALCSFL.NET License
wpwosmiwim,_ Nro ect intorrnatlon _.. `p m
CAROL•
110 CLUB -D SANFORD,
Location:
Orlando Sanford, FL, US
Elevation: 56 ft
Latitude: 29°N
Outdoor: Heating
Dry bulb (°F) 41
Dailyrange (°F) -
Wet bulb (° F)
Wind speed (mph) 15.0
Indoor:
Indoor temperature ff)
Design TD (°F)
Relative humidity (%)
Cooling Moisture difference (gr/lb)
93 Infiltration:
17 (M ) Method
75 Construction quality
7.5 Fireplaces
Component Btuh/ft2 Btuh of load
Walls 7.5 5526 38.3
Glazing 9.6 1210 8.4
Doors 11.3 477 3.3
Ceilings 2.4 2217 15.4
Floors 3.6 3252 22.6
Infiltration 1.9 1738 12.1
Ducts 0 0
Piping 0 0
Humidification 0 0
Ventilation 0 0
Adjustments 0
Total 1 1 14420 100.0
Heating Cooling
70 75
29 18
50 50
24.6 38.7
Simplified
Average
0
WI oling
E
Iyt
aaa ,O-xe, ,: ;,_,' ,7' >d;Y=, ik., ,z,..
Component Btuh/ft2 Btuh of load
Walls 5.7 4168 28.0
Glazing 13.5 1701 11.4
Doors 12.1 509 3.4
Ceilings 3.7 3394 22.8
Floors 0 0 0
Infiltration 0.6 550 3.7
Ducts 0 0
Ventilation 0 0
Internal gains 4590 30.8
Blower 0 0
Adjustments 0
Total 14912 100.0
Latent Cooling Load = 1331 Btuh
Overall U-value = 0.160 Btuh/ft2-°F
Data entries checked.
W.
rs
2017-Apr-13 08:59:24
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C51 C:\Users\Maggie\Downloads\CBI 110 CLUB RD.rup Calc = MJ8 Front Door faces: W
wrightso t" Project Summary
Entire House
CBI
Job: HUTCHINSON
Date: Apr 12, 2017
By: ENERGYCALCS.NET
ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0908 Email: MAGGIE@ENERGYCALCS.NET Web: WWW.ENERGYCALCSFL.NET License...
For: CAROL HUTCHINSON
110 CLUB RD, SANFORD, FL 32771
Notes:
Weather: Orlando Sanford, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 41 °F Outside db 93 F
Inside db 70 °F Inside db 75 F
Design TD 29 °F Design TD 18 F
Daily range M
Relative humidity 50
Moisture difference 39 gr/lb
Heating Summary
Structure 14420 Btuh
Ducts 0 Btuh
Central vent (0 cfm) 0 Btuh
none)
Humidification
Piping
Equipment load
Infiltration
Method
Construction quality
Fireplaces
0 Btuh
0 Btuh
14420 Btuh
Simplified
Average
0
Heating Cooling
Area (ft 907 907
Volume (ft3) 7256 7256
Air changes/hour 0.45 0.23
Equiv. AVF (cfm) 54 28
Heating Equipment Summary
Make TEMPSTAR
Trade
Model 15 SEER 8.5 HSPF
AHRI ref
Efficiency 8.5 HSPF
Heating input
Heating output 17000 Btuh @ 47°F
Temperature rise 23 F
Actual air flow 679 cfm
Air flow factor 0.047 cfm/Btuh
Static pressure 0 in H2O
Space thermostat
Capacity balance point= 0 °F
Backup:
Input = 0 kW, Output = 0 Btuh, 100 AFUE
Sensible Cooling Equipment Load Sizing
Structure 14912 Btuh
Ducts 0 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data y
Rate/swing multiplier 1.00
Equipment sensible load 14912 Btuh
Latent Cooling Equipment Load Sizing
Structure 1331 Btuh
Ducts 0 Btuh
Central vent (0 cfm) 0 Btuh
none)
Equipment latent load 1331 Btuh
Equipment total load 16243 Btuh
Req. total capacity at 0.92 SHR 1.4 ton
Cooling Equipment Summary
Make TEMPSTAR
Trade
Cond 15 SEER 8.5 HSPF
Coil
AHRI ref
Efficiency
Sensible cooling
Latent cooling
Total cooling
Actual air flow
Air flow factor
Static pressure
Load sensible heat ratio
15 SEER
16560 Btuh
1440 Btuh
18000 Btuh
679 cfm
0.046 cfm/Btuh
0 in H2O
0.92
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
ht+or!"t
2017-Apr-13 08:59:24
Rig Universal 2017 17.0.21 RSU19927 Page 1
C:\Users\Maggie\Downloads\CBI 110 CLUB RD.rup Calc = MJ8 Front Door faces: W
wrightsafV Manual S Compliance Report
Entire House
CBI
Job: HUTCHINSON
Date: Apr 12, 2017
By: ENERGYCALCS.NET
ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0908 Email: MAGGIE@ENERGYCALCS.NET Web: WWW.ENERGYCALCSFL.NET License...
For: CAROL HUTCHINSON
110 CLUB RD, SANFORD, FL 32771
Design Conditions
Outdoor design DB: 93.0'F Sensible gain: 14912 Btuh Entering coil DS: 75.0°F
Outdoor design WB: 75.2°F Latent gain: 1331 Btuh Entering coil WB: 62.5°F
Indoor design DB: 75.0°F Total gain: 16243 Btuh
Indoor RH: 50% Estimated airflow: 679 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: TEMPSTAR Model: 15 SEER 8.5 HSPF
Actual airflow: 679 cfm
Sensible capacity: 16600 Btuh 1111/o of load
Latent capacity: 1400 Btuh 105% of load
Total capacity: 18000 Btuh 111% of load SHR: 92%
0
Design Conditions
Outdoor design DB: 40.9°F Heat loss: 14420 Btuh Entering coil DB: 70.0°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: TEMPSTAR Model: 15 SEER 8.5 HSPF
Actual airflow: 679 cfm
Output capacity: 17000 Btuh 118% of load Capacity balance: 0 °F
Supplemental heat required: 0 Btuh Economic balance: 0 °F
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 679 cfm
Output capacity: 0 kW 0% of load Temp. rise: 0 °F
Meets are all requirements of ACCA Manual S.
s
2017-Apr-13 08:59:24
wrightsoft' Right -Suite® Universal 2017 17.0.21 RSU19927 Page 1
C:\Users\Maggie\Downloads\CBI 110 CLUB RD.rup Calc = MJ8 Front Door faces: W
j
Duct System Summary Job: HUTCHINSON
Wrightsoft Date: Apr 12, 2017
Entire House By: ENERGYCALCS.NET
CBI
ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0908 Email: MAGGIE@ENERGYCALCS.NET Web: VWWV.ENERGYCALCSFL.NET License...
For: CAROL HUTCHINSON
110 CLUB RD, SANFORD, FL 32771
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0 in H2O
0 in H2O
0 in H2O
0.000 / 0.000 in H2O
0 in/100ft
679 cfm
93
Cooling
0 in H2O
0 in H2O
0 in H2O
0.000 / 0.000 in H2O
0 in/100ft
679 cfm
Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv
Name Btuh) cfm) cfm) FIR in) in) Matl Ln (ft) Ln (ft) Trunk
BED 1 h 2223 128 101 0 5.0 Ox 0 VIFx 4.0 70.0
BED 2 h 3280 157 149 0 6.0 Ox 0 VIFx 5.4 70.0
FAMILY RM h 3249 167 148 0 7.0 Ox 0 VIFx 18.0 75.0
HVAC-A h 276 14 13 0 4.0 Ox 0 VIFx 1.4 70.0
LVG/KIT c 5884 213 268 0 8.0 Ox 0 VIFx 1.4 70.0
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FIR(fpm)
Veloc Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb1 Ox0 679 679 0 0 0 0 Ox 0 VIFx
Bold/italic values have been manually overridden
PCs
2017-Apr-13 08:59:24
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M C:\Users\Maggie\Downloads\CBI 110 CLUB RD.rup Calc = MJ8 Front Door faces: W
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
aPermit #'
7 - 0 5 3
Project Location Address 110 Club Rd - Sanford, 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 Plastpro Series N Fiberglass door FL15180.11
Sliding
Sectional
Roll U
Automatic
Other
2. Windows
Single Hung PGT Industries 5400 SH FL239.9
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions PGT Industries Mullions FL261-R9
Wind Breaker
Dual Action
Other
June 2014 1
Category/Subcategory Manufacturer Product
Description(including
Florida Approval #
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 up
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 Amber Corville
Please Print)
June 2014
0+1
ti
7 r5=0 A. .,
AUG 0 2 2017
u
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Appheation No: 1-1_ fb5'
Documented Construction Value: $ 4 59.06
Job Address: " ' v W <,/144 3-Z77( Historic District: Yes No
Parcel ID: 5- 0 — 5 - 0- c/ 4;:10 Residential K Commercial
Type of Work: New Addition Alteration91 Repair Demo Change of Use Move
of Work:
Plan Review Contact-Oerson: ed42A Title:
Phone: 32( Z2,O, 007,, Fax: Email:
Property Owner Information
Name "t,17' tj '50,1 6V ,r Phone:
Street: l!/o /h ; U Resident of property? : Ire;
City, State Zip:Zq 3'7-77
Contractor Information
Name &/Vlz .14./
Street: I7;- ZX 6? ;Zi!
City, State Zip: ,A
Name:
Street:
City, St, Zip:
Bonding Company:
Phone: V,07 3zI O qq y
Fax:
State License No.:- bC/.31006 ! 1 47
Arch itectlEngineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address: Address:
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: 51" Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: 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 of this 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 of a 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 of the job at the time of submittal.
The actual construction value will be figured based on the current TCC 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 pen -nit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Stgn \ e Ot COIItr3etnrI
Print Contractor, Agent's
ent Date
ame
ae
ANNETTE BLAND
Notary Public - State of Florida
Commission # G6 060623
My comm. Expires Jan 16. 2018
k
ersonallv mown tiaMe or
Produced M Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use: Flood Zone: _
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit- Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
To: CBI
Re: 110 Club Rd, Sanford, FL. 32771
Scope:
1. Install new breakers for HVAC equipment
2. Provide and install new ceiling fans with light kits in 2 bed rooms and living room
3. Provide and install surface lights in all other rooms
4. Provide and install GFCI outlets in existing kitchen counter and bath room outlets
5. Provide and install new wired smokes and smoke/CO detectors in bed rooms and halls
6. Provide and install new tamper resistant outlets and switches in existing locations
Proposed to do:
1. Breakers to size as needed
2. (2) 52" and (1) 36" fan with light kits
3. Bath, front entry, family room, utility, kitchen
4. (4) smokes, (1) smoke /CO
5. White toggle style
6. City of Sanford electrical permit
1,658.08
r, CITY OF SANFORD
BUILDING & FIRE PREVENTION
Fl 1 201?; PERMIT APPLICATION
JUN
J _
Application No: .
Documented Construction Value $ Z w
Job Address: 11y C /G 4 /2 d Historic District: Yes No Parcel
ID: Residential Commercial Type
of Work: New Addit'i/on AlterationO) Repair Demo Change of Use Move Description
of Work: T ts Plan
Review Contact Person: Title: Phone:
Fax: Email: j
Property
Owner Information Name
r,y /Ty G ,'vt Syu Phone: Z/ - 2- 7 y ` 3 2- Street: //O
i Resident of property? City, State
Zl `' '` kt $ b4
yl
Contractor Information
4 Name +ra
V1//
u
s'1,, /,"
i tt3Ro..L''b•^: +s'.a.w,-yni y.. .x3s"c ::' / rV ///- C
L L L Phone: Street: y7` S
Xwt Fax: City, State Zip: /%
t/ Sum., r C k /cl , fZ 1 'i State License No.: C tc- / Arch itectlEngineer Information
Name: Phone: Street:
Fax: City,
St, Zip:
E-mail: Bonding Company: Mortgage
Lender: Address: Address: 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: 51h Edition (2014) Florida Building Code Revised: June 30,
2015 Permit Application 1
NOTICE: 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 of this 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 of a 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 of the 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.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Signature of Contractor/Agent Date
Contractor/Agent's Name
ANNETTE BLAND!
Notary Public - mateot,fiorida
Commission N GG 666623
My Comm. Expires Jan 16, 2011
t:oniracior/Agent is rersona
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
to Me or
Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof
Construction Type: Occupancy Use: Flood Zone: -
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps_
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
Florida HVAC, LLC
4731 SAXON DR
NEW SMYRNA BEACH, FL 32169
386-216-5975
office@flhvac.net
I ESTIMATE
ADDRESS
CBI
2175 Marquette Ave.
Sanford, FL 32773
ESTIMATE # 1008
DATE 06/21/2017
W'Fy* '00
Job location: 110 Club Rd., Sanford
15 HVAC 6,200.00
2 ton 15 seer Tempstar heat pump system with ductwork
5 year parts warranty (10 year parts warranty if registered by homeowner). 1
year labor warranty
Pay schedule as follows: 50% due upon
completion of rough. Remaining balance due
upon completion of trim. If you are in
agreement with this proposal please sign
below to authorize.
Accepted By
TOTAL $6,200.00
Accepted Date
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FI da
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USER: Public User
Product Approval Menu > Product or Application Search > Application List
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Code Version 2014 FL# 239.9
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
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Search Results - Annlicatinnc
FL# Tvue Manufacturer Validated By Status
FL239-R24 Revision PGT Industries Miami -Dade BCCO - VAL Approved
History FL#: FL239.9 786) 315-2590
Model: SH-5400 (Non -Impact)
Description: Vinyl Single Hung Window
Category: Windows
Subcategory: Single Hung
Approveo py UnrK. Approvals oy UbeK snan oe reviewea ana rapnea oy me rut, ana/or the commission it necessary.
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
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395: `Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The 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 homer -.
Product Approval Accepts:
W® eCieeck .„
CreditCard
Sate
E CIll11.YMFTRICS£
SANFORD
RT^i\ter
17- 1053
http://www.floridabuilding.org/pr/pr_app_lst.aspx 4/28/2017
M IAM I•DADE MIAMI-DADE COUNTY
a PRODUCT CONTROL SECTION
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) ivww.miamidade.eov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series `L5400" PVC Single Hung Window — N.I.
APPROVAL DOCUMENT: Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI",
sheets 1 through 12 of 12, dated 05/15/15, with revision A dated 05/05/16, prepared by manufacturer, 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.
MISSILE IMPACT RATING: None
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# 15-0519.06 and consists of this page I and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
f f NOA No. 16-0714.04
Expiration Date: July 30, 2020
Approval Date: August 18, 2016
Page 1g
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
Submitted under previous NOA No. 15-0519.06)
2. Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI", sheets 1
through 12 of 12, dated 05/15/15, with revision A dated 05/05/16, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Durasealo spacer system, Super Spacer(ID NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
2. 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 5500 PVC single
hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E.
Submitted under previous NOA No.15-0519.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5`
Edition (2014), dated 05/15/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
Submitted under previous NOA No.15-0519.06)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
Manuel Pe z,- .E.
j Product Control xa iner
NOA No. 16,014.04
Expiration Date: July 30, 2020
Approval Date: August 18, 2016
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (CONTINUED)
1. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles,
Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows and Doors"
dated 02/28/13, expiring on 02/28/18.
2. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles,
Plant 13 for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20.
3. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles,
Plant 13 for their "Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors" dated 04/16/15, expiring on 04/16/20.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC -2010 and FBC-5rh Edition
2014), dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony
Lynn Miller, P.E.
Submitted under previous NOA No. 15-0519.06)
2. Statement letter of no financial interest, dated May 15, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
Submitted under previous NOA No. 15-0519.06)
3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by
Jaime Gascon, P.E. Supervisor, Product Control Section.
Submitted under previous NOA No.15-0519.06)
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0519.06, issued to PGT Industries for their Series
5400" PVC Single Hung Window - N.I." approved on 07/30/15 and expiring on
07/3 0/20.
Manuel Perez; E.
Product Control 4am,,l!er
NOA No. 1620174.04
Expiration Date: July 30, 2020
Approval Date: August 18, 2016
E-2
ANCHORAGE
EXAMPLE FOR 28-1/8' MAX. O.C.
RADIUS -TOP _
HEADER (SIM. 12" MAX. FROM
FOR ALL FRAME SEAM
WINDOW TYPES)
B. SEE
SHEET 3
B, SEE 30" MAX. O.C. I-12" MAX.
SHEET3+
SHEET3
am
A. SEE F._. 12" h
1
MAX.
SHEET3+ _ 11 EQUALLY
EQUALLY I / 17.7/8" MAX. O.C.
ANCHORS PER
SPACED
SPACED II
ANCHORS PER I —
L TABLES 6 & 7
TABLES 687
Q I
I — — —
MAX..
x I I ^ 10" MAX. O.C.
BUCK
j HEIGHT
52-1/8' MAX. BUCK WIDTH
30"
MAX. O.C.
12" MAX.
T 12" MAX.
FBI FIXED VISIBLE
LIGHT WIDTH
B, SEE _
FIXED
SHEET3
I
VISIBLE
LIGHT
A, SEE L
17-718" MAX. O.C. SHEET 3
HEIGHT EQUALLY
91.78" SPACED
pi MAX, ANCHORS PER })
lBUCKTABLES687
F_ HEIGHT
xi i4 i III
EQUALLY /
7 113-3/4" MAX. O.C. EQUALLY SASH
I SPACED VISIBLE
SPACED ++
ANCHORSPER
TABLLES 6 & 7 /
A
A TABLLE 6&7 / HEIGHTNCHORSPE
6-1/2" MAX.
B -_ JNO ANCHORS ATSILL '_ 1 B__ J NO ANCHORS AT SILL
SEE SILL WEEP- SASH VISIBLE
52-1/8" MAX. BUCK WIDTHNOTCH DETAILS, LIGHT WIDTH SHEET3
ELEVATION
FOR TYP. EQUAL LEG FRAME SHOWN
WITH EQUAL-LITE CONFIGURATION 10"
MAX. O.C. 1
113-
3/4" MAX. O.C. EQUALLY Imo_
SPACED ANCHORS
PER A
TABLES
6 & 7 6-
1/2" MAX. SEE
SILL WEEP - NOTCH
DETAILS, SHEET3
21-
5/8" -1
ANCHORAGE
EXAMPLE MAX.
O.C. FOR ARCH -TOP HEADER(
SIM. FOR ALL INDOW
TYPES) 10"
MAX. FROM FRAME
SEAM D, SEE SHEET
4 O.
C.' 12" MAX C, SEE 1SHEET
4 12'
MAX. II
II
I17-7/8" MAX. O.C. O
I II MAX. x
10 MAX.IO.C. HEIGHT i I
I 13-3/4" MAX. O.C. L.--- -
SEE
SHEETS
A
8&9 I
1 SEE
SILL WEEP- 52-
118° MAX. BUCK WIDTH NOTCH DETAILS, SHEET3
DESIGN
PRESSURE RATING IMPACT RATING VARIES
PER REINFORCEMENT LEVEL,
SEE SHEETS 6.7 NOT
RATED FOR IMPACT
RESISTANCE 52-
1/8" MAX. BUCK WIDTH SEE
SHEETS r 1-1/4" B &
9 I
I 1-
114" 84"
BUCK
HEIGHT
ASSHOWN
91.
78" MAX.)
I
SEE
SILL WEEP - NOTCH
DETAILS, SHEET4
TYP.
FLANGE FRAME ELEVATION
FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME ELEVATION
FORSHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN
WITH ORIELTYP. FL
CONFIGURATION FOR
CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN 75" HEIGHT
SEE TABLES 6 & 7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:
SERIES 5400 NON -IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES.........................1 1) THIS
PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). ELEVATIONS.................................1 2) SHUTTERS
ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FRAME, GLASS & ANCHOR 3) FOR
MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 OPTIONS ............................. 2 CONCRETE MASONRY
UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. INSTALLATION, FLANGE & 4) ALL
WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS EQUAL LEG/BOX................. 3 DEPICTED AS
2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN INSTALLATION, INTEGRAL FIN AND INSTALLATION
IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECTOF RECORD, (AOR). & J-CHANNEL...................... 4 5) ANCHOR
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS GLAZING DETAILS ........................5 SHOULD BE
SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES...................6, 7 6) 1/
4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ANCHOR QUANTITIES ................. 8.9 7) DESIGN
PRESSURES: EXTRUSION PROFILES ................
10 A. NEGATIVE
DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. STANDARDS USED: ASSEMBLY & PARTS LIST........... 11.12 B. POSITIVE
DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM E1300. 8) THE
ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION NOT BEEN
USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT eASTM E1300-09 WITH OTHER
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. - •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION 9) METAL
SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •ALUMINUM DESIGN MANUAL, ADM-2010 10) REFERENCES:
TEST REPORTS FTL-7964; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ROYAL WINDOW AND DOOR PROFILES, LTD WHITE & BRONZEILIGHTER •AISI-SIOO.07/S2-2010 SHADES OF
CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM OE§IiiNI MANUAL 11) APPLICABLE
EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. _ ! Revised By: Dote: Revlelon: JR 05/
05/16 A)ADDED SPACERS USER INSTRUCTIONS:
1) DETERMINE
THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) DETERMINE
THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS.- 3) KNOWING
YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM
TABLES 4 OR 5. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW I +[j - OPENING OBTAINED
IN STEP 1. 4) DETERMINE
THE ANCHOR QUANTITY FROM TABLES 6 OR 7. VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR YOUR
OPENING CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET. 5) INSTALL
AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. i -i :. NOTE:DESIGN
PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, A. LYNN ILLER P.E. M INTEGRALFIN
OR EQUAL LEG/BOX). P.E.# 58705 TO SHEET
11. Revleed By:
Dote: Revlslon: Description: GENERAL
NOTES &
ELEVATION PRODUC`r
REVISED 1m00 2
With@e Fkti& H,rilding
Code ,1 AcwplMce-L7
14-a4- ExpiF r
Date 7 tj
H, MiCrt`
fbL'
r fC.. t J
ROSOWSKI
1070 TECHNOLOGY
DRIVE 77t1e: Dote: N. VENICE.
FL 34275 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 941)-480-
1600 SeAes/Model:
Scale: Sheet: Dro."Y No. Rev: CERT. OF
AUTH. #29296 SH-5400 NTS 1 OF 12 E-SH5400-01 A
IAML l:H
Glass
Type
wn uL i
Description (Listed from Exterior to Interior)
Design Pressure
Table #I Sheet#
1 3/4" I.G.: 1/8" A Exterior Cap + 1/2" Air Space + 1/8" A Exterior Cap
4U672314" I.G.: 1/8" T Exterior Cap + 1/2" Air Space + 1/8" T Exterior Cap 4, 5
3 3/4" I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 3/16" A Exterior Cap 4, 5
4 3/4" I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 3/16" T Exterior Cap 4, 5
Group Anchor Substrate
Min. EdgefflEmbedmentPDistance
A
10 SMS
18-8 S.S.
or410S.S.)
P.TSouthem Pine (SG=055) 7/16"
Steel, A36" 3/8"(
steel, Steel Stud, A653 Gr. 33' 3!8"
Aluminum,6063T5' 3/8"
P.T.
3/16" steel Ultracon
Southem Pine (SG=0.55) 7/16"
Concrete (min. 2.85 ksi) 1" 1-318"
Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4"
B
12 SMS
steel,
SMS
S.S.
or 410 S.S.)
P.T. Southern Pine (SG=0.55) 9/16' 1-318'
Steel, A36• 3/8" 0,050"
Steel Stud, A653 Gr. 33' 3/8" 0.0451" (18 Ga.)
Aluminum, 6063-T5' 3/8" 0.063"
C
114" steel Ultracon
Concrete (min. 2.85 ksi) V. 1-3/4'
Ungrouted CMU, (ASTM G90) T1/2" 1-1/4"
1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" 1-3/4'
114" steel Ultracon Concrete (min. 2.85 ksi) 2-117' 1.W4"
114" steel Ultracon P.T. Southern Pine (SG=0.55) 1" 1-3/8"
1/4" steel Creteflex Concrete (min. 3.35 ksi) 2-1/2" 1-3/4"
D 114" steel Creteflex
Ungrouted CMU, (ASTM C-90) 11/2" 1-1/4'
P.T. Southern Pine (SG=0.55) 1" 1-
1/4' steel Aggre Gator Concrete (min. 3.275 ksi) 1-1/2" 1-3/8°
1/4" steel Aggre Gator P-T. Southern Pine SG=0.55)
8"
Grouted CMU, (ASTM
I HtlLt J:
Group
HLLV YYHOL HI"b.n.""+ , , ,i.v.".+..
Anchor Substrate
Min. Edge
Distance
Min.
Embedment
E 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=.55) 3/8" 2-7/16"
2-1/2" Ring -shank Roofing Nall P.T. Southern Pine (SG=.55) 3/8" 2-7/18"
F
10 Trusshead SMS
steel, 18.8 S.S.
or 410 S.S.)
P.T. Southern Pine (SG=.55) 1/2" 1-3/8'
Aluminum, 6063-T5' 3/8' 0.050'
Steel Stud, Gr. 33• 3/8" 0.0451" (18 Ga.)
Steel, A35" 318" 0,050"
12 SMS
steel, 18.8 S.S.
or 410 S.S.)
P.T. Southern Pine (SG=.55) 9/16, 1-3/8"
Aluminum, 6063-T5' ww 0.063"
Steel Stud, Gr. 33' 3/8" 0.050"
Steel, A36' 318" 0.050"
GLAZING NOTES:
A" = ANNEALED
T" = TEMPERED
MIN. OF 3 THREADS
BEYOND THE METAL
SUBSTRATE. FOR
STEEL STUDS,
MIN. Fu=45 KSI &
MIN. Fy=33 KSI.
UNGROUTED CMU"
VALUES MAY BE
USED FOR GROUTED
CMU APPLICATIONS.
Frame
Types
Glass
Options
Frame
Conflgs.
Frame
Shapes Installation Options that may be used
see Fig B) see Table 1) see Fig A) see Fig C)
into 2X Wood Frame/Buckstrip -sheet 3, option 1
Flange
2
1-4
Equal-LBe,
Oriel/Prodew
Cottage
SquarelRect.,
Arch -Top &
Radius -Top
Through the frame
of the window......
Into Concrete/CMU -sheet 3, option 2
through 1X Buckstrip into Concrete/CMU - sheet 3, option 3
Into Metal - sheet 3, option 4
into 2X Wood Frame/Buckstdp - sheet 3, option 1
Box /
Equal -Leg
94)
1-4
Equal-Lite,
OriellPraview
Cottage
Square/Rest.,
Arch -Top &
Radius -Top
Through the frame
of the window......
Into Concrete/CMU - sheet 3, option 2
through 1XBuckstdp Into Concrete/CMU - sheet 3, option 3
into Metal -sheet 3, option 4
Through the Into 2X Wood Frame/Buckstrip - sheet 4, option 5
J-Channel
1)
1-4
Equal-Lite,
O&
CottageCottage
Squam/Rect.,
Arch -Top &
Radius -Top
integral fin...... Into Metal - sheet 4, option 7
Through the frame
of the window......
Into 2X Wood Frame/Buckstri sheet 4, option 6P - P -
into Metal - sheet 4, option 8
Integral Fin
3)
1-4
Equal-Lite,
Oriel/Praview
Cottage
Square/Rect.,
Arch -Top &
Radius -Top
Through the
integral fin......
Into 2X Wood Frame/Buckstrip - sheet 4, option 5
Into Metal -sheet 4, option 7
Through the frame
of the window......
Into 2X Wood Fmme/Buckstri sheet 4, option 6P - P
into Metal - sheet 4, option 8
EQUAL-LITE ORIEL COTTAGE
O
BUCK WIDTH BUCK WIDTH----{BUCKWIDTH--
O cs
tWu
Lu
RECTANGULAR RADIUS -TOP ARCH -TOP
1 PFq
WINDOW 5HAYhS AS
BE USED BY INSCRIBING
AtlUVt UK a-1--Hrrnvv
THE SHAPE IN ABLOCK AND OBTAINING
PnH rv,n,
DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM
THE TABLES ON SHEETS 6.9.
MIN. OF 3
THREADS BEYOND 0• 46THEMETAL I / f li
SUBSTRATE. FOR.:,.
STEEL STUDS, 1070 TECHNOLOGY DRIVE
MIN. Fu=45 KSI &
N. VENICE. FL 34275
MIN. Fy=33 KSI. 941)-480-1800
RSA. LYNNiMILLEP.E. CERT.
OF AUTH. #29296 P.E.# 68705 PRODUCT
REVISED asc
Plyia& with Ike 6(o}t8Y Aacpteaca
No E>;
pi"d- Date 2D2b Dy
Mimuinrie Prodtrcl I
GLASS/ANCHORS/FRAME OPTIONS I J ROSOWSKI I ISINGLE
HUNG WINDOW INSTALLATION - NI 105/15/15 1 NTS
1 2 OF 12 1 MD-SH5400-01 I A
INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES
INSTALLATION
OPTION 1 - EDGE DISTANCE
ANCHORED THROUGH EMBEDMENT
FRAME INTO 2X WOOD
FRAME OR BUCKSTRIP.
SEE NOTE 2. THIS SHEET. EMBEDMENT
EDGE
FLANGE FRAME n DISTANCE
SHOWN III
T1/4'MAX TYP, ANCHOR TYPE,
SHIM EMBEDMENT AND
TYP. ANCHOR TYPE, EDGE
EMBEDMENT AND EDGE DISTANCE PER
DISTANCE PER SUBSTRATE, SUBSTRATE,
SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2.
FIXED
19 OPT. SASH TOP
VISIBLE LIFT RAIL20
LIGHT l FOR ALL WINDOWS:
HEIGHT 1 ANCHOR @ 3.55,
49
48 FROM END AND AT
21 CENTER.
a 22 FOR WINDOWS
OVER 36" WIDE:
73 0 ADD ADDITIONAL
SCREWS @16-3/8"
t4O M4.41 O36 FROM END. FOR WINDOWS WITH
BOTTOM LOCKS:
BUCK 50 a O 16 ADD ADDITIONAL
HEIGHT SCREWS @ 8.3/8"
oc T— FROM END.
v SASH
EXTERIOR VISIBLE
LIGHT
HEIGHT
OPT.
86
2) t' 81 30
INTERIOR
31
WEEP
NOTCHES AT 80
EACH END.
EQUAL-LEG/6 [-f -
FRAME SHOWN
27" X 1251,
WEEPHOLE '
W/COVER@ °
2.87" FROM 36
EACH END. ,
VERTICAL SECTION B-B
USE EITHER
LATCH OR
BOTTOM LOCK.
TESTED UNIT
LOCATION: 6-518"
FROM SASH END.
INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX
DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU.
SEE NOTE 2, THIS SHEET. EMBEDMENT
1/4' MAX SHIM 16 1/4' MAX SHIM—
18Q
SASH VISIBLE
LIGHT WIDTH
ED GE
DISTANCE
FLANGE
FRAME IFS_ NOTES: SHOWN
1) USE ONLY
SUBSTRATE -APPROPRIATE
ANCHORS LISTED ON TABLE 2,
SHEET 2. FOLLOW EMBEDMENT AND
EDGE DISTANCE LIMITS. ANY
INSTALLATION OPTION SHOWN MAY
BE USED ON ANY SIDE OF THE
WINDOW.
2) MASONRY ANCHORS MAY BE
USED INTO WOOD AS PER TABLE 2,
SHEET 2. ALL WOOD BUCKS LESS
THAN 1-V2' THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS. 1X
WOOD BUCKS ARE OPTIONAL IF
UNIT IS INSTALLED DIRECTLY TO
SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1-112" THICK
OR GREATER. 1X AND 2X BUCKS
WHEN USED) SHALL BE DESIGNED
TO PROPERLY TRANSFER LOADS TO
THE STRUCTURE. WOOD BUCK
DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD.
BALANCE
YPE VARIES
WITH SASH
WEIGHT
FIXED VISIBLE
EXT OR
87
4
LIGHT WIDTH EQFRAMEUAL\
BUCK WIDTH
L
FRAME
HORIZONTAL SECTION A -A SHOWN
TYP. ANCHOR
TYPE,
EMBEDMENT
AND EDGE
DISTANCE PER
EDGE SUBSTRATE,
DISTANCE SEE TABLE 2,
SHEET 2.
DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES TABLE 2, SHEET 2.
1/4" MAX.
SHIM
FLANGE
FRAME
SHOWN
3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATIONS6 (ALSO REFERRED TO AS DAYLIGHT OPTION 4
OPENING) 15 MEASURED FROM
ANCHORED THROUGH
114" MAX SHIM
BEADING TO BEADING.
FRAME INTO METAL
10 OR #12 STEEL _ 1/4" MAX.
SELF -DRILLING SHIM
SMS (G5), SEE
TABLE 2,
SHEET 2. I
EQUAL JLI--JIJI
FRAME
SHOWN
EXTERIOR
v
INSTALLATION
OPTION 4 PRODUCTBitbI D ascomplyinggwEM e Florida ANCHORED
THROUGH FRAME
INTO METAL Buildin#
Cade AL"
ptenee No spiral'
Dote 202D Revlaed
By: Date: ReWab By _
NSsaue1'roduc4Conx'n RaWaed
By: Dote: ReWeJon: NOANCHORS>/)' REQUIRED
IN VISIBLE LIGHT FORMULAS v
FLANGE
OR EQUAL -
LEG WIDTH FRAME
SILLS @SASH: BUCK WIDTH - 6.1/2" y Deaoriptlon:
FLANGE &
EQUAL-LEG/BOX FRAMES Drown
By: J
ROSOWSKI @FIXED
LITE: BUCK WIDTH -4-3/8" 1070
TECHNOLOGY DRIVE N.
VENICE, FL 3az7s 71t1e:
SINGLE
HUNG WINDOW INSTALLATION - NI Dots:
05/
15/15 HEIGHT (EQUAL•LITE) 1
BUCK
HEIGHTl2-3-15/16' Seriee/
Model• Seale: Sbeet: Drawing No. Rev: j941)-480-1600 P.
E. A: LVRE#5 SH-
5400 NTS 3 OF 12 MD-SH5400-01 A 705',
P.E.# 66705 CERT.
OF AM. #29296
INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES
INSTALLATION OPTION 5
ANCHORED THROUGH INTEGRAL It EMBEDMENT
FIN INTO 2X WOOD FRAME OR
BUCK- STRIP. SEE NOTE 2, THIS
SHEET.
J-CHANNEL
FRAME (n]
SHOWN 'I IIffi
FIXED
VISIBLE
LIGHT
HEIGHT
EDGE DISTANCE
EMBEDMENT
TYP, ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 2, SHEET 2.
SCREW SHOWN)
114" MAX SHIM
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 3, SHEET 2.
NAIL SHOWN)
2p (1 OPT. SASH TOP
J
J LIFT RAIL
FOR ALL WIND
BUCK 16
HEIGHT 50 u
85 30
SASH
EXTERIOR VISIBLE
LIGHT
HEIGHT
t 16
86
OPT.
65
2)1" 81 30 63
INTERIOR 31
WEEP
NOTCHES AT 80
OWS:
1 ANCHOR @ 3.55"
FROM END AND AT
CENTER.
FOR WINDOWS
OVER 36" WIDE:
ADD ADDITIONAL
SCREWS 016-3/8"
FROM END.
FOR WINDOWS WITH
BOTTOM LOCKS:
ADD ADDITIONAL
SCREWS @ 8-3/8"
FROM END.
EACH END. NOANCHORS
REQUIRED IN FRAME
7
SILLS IF ANCHORING
THROUGH FRAME.
1/4" MAX
INTEGRALFIN OOOSNIMFRAMESHOWNo
27" X 1.25" WEEPHOLE
38 WICOVER @ 2.87'
FROM EACH END.
TYP. ANCHOR E.
EMBEDMENT AND EDGE
EDGE DISTANT
y
DISTANCE PER SUBSTRATE,
SHEET 2.
L
SEE TABLE 3, —-I
SCREW SHOWN)
EMBEDMENT
INSTALLATION OPTION 5 VERTICAL SECTION D-D
ANCHORED THROUGH INTEGRAL FIN
INTO 2X WOOD FRAME OR BUCK -
STRIP. SEE NOTE 2, THIS SHEET.
USE EITHER
LATCH (SHOWN)
OR BOTTOM
LOCK (SHEET 3).
TESTED UNIT
LOCATION: 6-5/8"
FROM SASH END.
EDGE
DISTANCE
J
J-CHANNEL
FRAME
NOTES: SHOWN
1) USE ONLY
SUBSTRATE -APPROPRIATE
ANCHORS LISTED ON TABLES 2 & 3
OF SHEET 2. FOLLOW EMBEDMENT
AND EDGE DISTANCE LIMITS. ANY
INSTALLATION OPTION SHOWN MAY
BE USED ON ANY SIDE OF THE
WINDOW.
2) MASONRY ANCHORS MAY BE
USED INTO WOOD AS PER TABLE 2,
SHEET 2. ALL WOOD BUCKS LESS
THAN 1-1/2" THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS.
1X WOOD BUCKS ARE OPTIONAL IF
UNIT IS INSTALLED DIRECTLY TO
SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1-1/2" THICK
OR GREATER. 1X AND 2X BUCKS
WHEN USED) SHALL BE DESIGNED
TO PROPERLY TRANSFER LOADS
TO THE STRUCTURE. WOOD BUCK
DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT
ALSO REFERRED TO AS DAYLIGHT
OPENING) IS MEASURED FROM
BEADING TO BEADING.
VISIBLE LIGHT FORMULAS
WIDTH
@SASH: BUCK WIDTH - 6-112"
FIXED LITE: BUCK WIDTH - 4-3/8"
HEIGHT (EQUAL-LITE)
BUCK HEIGHT/2 - 3-15/19"
INSTALLATION OPTION 6
ANCHORED THROUGH FRAME INTO
2X WOOD FRAME OR BUCKSTRIP. SEE
NOTE 2, THIS SHEET.
1/4" MAX SHIM
BALANCE
YPE VARIES
WITH SASH
WEIGHT
INSTALLATION OPTION 5
ANCHORED THROUGH INTEGRAL FIN
INTO 2X WOOD FRAME OR
BUCKSTRIP. SEE NOTE 2, THIS SHEET.
SASH VISIBLE
LIGHT WIDTH
EXTERIOR
FIXED VISIBLE
ID
LIGHT WIDTH
1/4" MAX SHIM
Imo- EDGE DISTANCE
EMBEDMENT
TYP. ANCHOR TYPE,
INTEGRAL EMBEDMENT AND EDGE
FIN DISTANCE PER SUBSTRATE,
FRAME SEE TABLE 3, SHEET 2.
SHOWN (NAIL SHOWN)
BUCK WIDTH —j
HORIZONTAL SECTION C-C
114" MAX DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD.
SHIM
MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET 2
10 OR #12 STEEL (114"rMAXSELF-DRILLING
SMSSEE
TABLES 2 & 3,
SHEET 2. —
INTEGRAL FIN
FRAMESHOWN CJ Uv
INSTALLATION
OPTION 7
ANCHORED THROUGH
INTEGRAL FIN INTO METAL
FIN AND/OR
FLANGE REMOVED
IN -FIELD
EXTERIOR INSTALLATION
OPTION 8luANCHOREDTHROUGHFRAME INTO
METAL (INTEGRAL FIN/FLANGE REMOVED)
Revbed By: I Date: ReVI./.n:
clefflil
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
941)-480-1600
CERT. OF ALITH. #29298
PRODIJCI' REVISED
us ...Plying with the Florldn
B.ildC. 16•o7(Q.o4. 5_
EaRedeProduct
Cmtfrc>t J-CHANNEL &
INTEGRAL FIN FRAMES I J ROSOWSKI Title: ote:
INGLE HUNG
WINDOW INSTALLATION - NI 05/15/15 SH-5400
I NTS 1 4 OF 12 1 MD-SH5400-01 I A
3/4' NOM. -
1/8" A GLASS
1/2" AIR SPACE-
1/8" A GLASS-
0 EXTERIOR
GLASS TYPE 1
1/8" T GLASS
1/2" AIR SPACE -
1/8" T GLASS -
aEXTERIOR
NOM.GLASS
CE TYP.
3/4" NOM. 3/4" NOM.
3/16" A GLASS
3/8" AIR SPACE
3/16" A GLASS
a EXTERIOR
76
GLASS TYPE 3
3/4" NOM. -
3/16" T GLASS —
3/8" AIR SPACE -
3/16" T_ GLASS -
aEXTERIOR
GLASS TYPE 4
38 30 PRODUCT REVISED
mIIJscnpying ,via tRu h"IoriJn
BuildingrieCu
AA
lyii fk co at «n C7
nn
o Expiinlian Dale !
yReNtedBy: Date: ReWafon:
BYMiami C aide Product
TYP. GLAZING DETAIL
R°J'°e By: D°e°` R°w'r°n`
Deacrlpti— Drcwn By:
GLAZING DETAILS J ROSOWSKI
1070 TECHNOLOGY DRIVE TRIe: Date:
GLAZING NOTES: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION — NI 05/15/15
A"=ANNEALED ,
1:,,'I':'' (
941)-480-1600
T" = TEMPERED Sed--Model: Scale: Sheet: Drowlnp No. Rer.
k L,YNNMILLER:,P)E
CERT. OF AIJTH. 29296 SH-5400 NTS 5 OF 12 MD-SH5400-01 AP:E'.R1581/b5
GIep TV Bollom flesh eoh Design P.Mle(Ibst e)
1.4 Cee rom w9hen
Rsng.* Re52s 871e8e
Hoomfle
p9)
YAM -Bulk Widlh(I.)
R41N.Leve1R1 1g M 32 1 36 1 40 48 52.125
23.6 Eq.W 11.3. 0 1 400.0 no 150.0 no 400.0 60-0 lw.0 no 100.0 no 99.0 0 42.0
61eM Catte99 14.61T•15.670 50.0 two SD.O 100.0 no 100.0 50.0 100.0 60A 100.0 No 47.0 80.0 SOD
28 Egwww I1.683. 11.116 50.0 t0o.0 50.0 100.0 no 100.0 50.0 Awo a60.0 100.0 50.0 100.0 no 47.1
tileMeN Protect 11.377. 1t.682 50.G 100.0 no 100.0 50.0 100.0 60.0 100.0 60.0 00.0 6p.0 100.0 00.0 SI.O
Tallest 2J.Sti-25.285 60.0 t00.0 50.0 100.0 A.0 100.0 A.0no
100.0 allo 100.0 50.0 09A m. m.
SIerMN C01te9s 20.935-23.61E Wo 100.0 Wo 100.0 b0.0 100.0 100.0 50.0 400.0 r60.0 08.8 50.0 T8.1
J1.375 EgoHlb 517.20.95T a60.0 100.0 no 100.0 60.0 100.0 a50,0 IOD.O no iG0.0 60.0 0B.8 60.0 TBA
SlsnmN PmNew 11.611.17.51E a60.0 100.0 eno 400.0 50.0 400.0 w. 1W.0 no 100.0 50.0 5/.2 E0.0 16.2
Bh9dest 11.]]T-11b18 60.0 100.D 60.0 11noo Wo 100o 60.0 100.0 50.0 two Wo 03.0 50.0 7JA
Telbst 21.583-31.911 60.0 100.0 10.0 100.0 M0 10G.0 50.0 1.0 no 89.0 SOD 78.0 60o
Cw19m She 28.61T-2T.682 60.0 100.0 50.0 f00.0 no 100.0 60.G 100.0 60.0 100.0 60.0 52.3 f60.D 730
WINC91bp 23.517-28.61E Wo 400.0 50.0 100,0 o 100.0 a50.0 100.0 50.0 t00A 60.0 T9A no 70.9
44 EgnHib 20.517-23.516 rWo 40G.0 50A 100.0 50.0 100.0 f50.D 100.0 a 400.0 60.0 78.3 rWo 10.3
61RtleN Prolaw 17.611-20.51E 50.0 100.0 60.0 100.0 50.0 100.0 50.0 100.0 30.0 10D.0 SOD 79.6 a60.0 70.1
Golan Size 14.517-11.51E 60.0 100.0 60.0 100.0 no 400.0 60.0 100.0 a30.0 100.0 60A 79.6 Wo 711
Shodmt it.37 1-14.61E 50.0 N. 60.0 100.a 50.0 400.0 no 10o.0 M. 8/.1 60.0 76.8 60.0 71.8
TeIWI 31.583-35.911 50.0 tOD.O 60,0 100.0 f60.0 90.9 50.0 9 60.0 09.J 6D.0 44.E 60.0 49.1
61an6zrd ColteOs 2A.617-3t.582 50.0 100.0 E0.0 1.0 0 10D.0 a60.0 100.0 6D.0 OB.1
no
T3.8 60A 55.E
EgwWle 20.617-X516 e50.0 100.0 50.0 100.0 r60.0 A..0 60.0+80.0 80.0 i1.e149111
6oA 03.9
48 81aM4N PmNw 17.517-20.616 30.0 100.0 60.0 10o.0 rno 100.0 SO.o 100.0 50.0 9T.1 50.0 47.0
Cwtwn She f1.611-17.51E 60.0 t00A E0.0 f00.0 50.0 100.0 no 100.0 50.0 82.0 A.0 16A 88.1
Cw15m Slts 12.511-N.51fi 60.0 100.0 no 100.0 50.0 100.0 no SB] a50.0 0T.e 50.0 J.5 0B.9
8ho8esi 11.371-12b18 rSD.D 100.0 50.0 1G0.G 50.0 96.0 no A3A no 05.1 no 72.2no 7.3
E Tclssi 33.208-3T.636 5D.0 f 00.0 50.0 06A 0 24.J 60.0 E22 50.0 51.9 a60.0 71.8 68.B
Sl. dWWQ. 28.611-3].20T W.O 100.0 no 100.0 50.0 loo.0 60.0 100.0 no 93.6 ano 71.1 53.3
EW M. 23.517 - 20.518 4no 1w.0 no 100.0 wo 100.0 eno 103.0 50.0 91-5 no 72.8 55.1
m cwlan slu 20.517-23.616 so.o noo.o So.o aao.D w.o 1ao.o 60.0 1ro.o aso.o sLe 50.0 42.0 0se
19.526 slolOeN Prwlew 17.611.MIa 50.0 100.0 SOA 7100.0 30.0 400A A 100.0 a 0.0 50.0 T5.7no 55.8
Cwtom She 14.5,7. 1TA15 0 100A 50.0 to0.o 50.0 400.0 a60A 9.0 60.0 49.6 60.0 76.1 47.1
12.51]-1/.615 50.0 100.0 50.0 100.0 60.0 91.7 60.0 52.6 50.0 i5.1 6G.0 i21 0TJ
SMdesl 11.311.12.515 r6D.0 1o0.D 60.0 59,E a50.D SB.1 60.0 07.0 60.0 0tA 6D.0 4D.6 60.0 b4A
Telbsl 38.517.41.644 50.0 4WO 50.0 42.6 50.0 71.2 60.0 88,6 a60.0 47A 60.0 06.1 W.0 48.2
ShndeNCMb9e 5I.517-38.51E e50A 4MA 60.0 98.2 no 08.] 2woo Jb.B 50.0 0e.4 wa 2 No SBA
EgwL to 25.511-31.516 60.0 A00.0 500 100.0 50.0 0 4no 98.7 MO 06.7 50.0 09.7 W.
SlnlmNP . 23.517-28.61E 60.0 400A 50.0 ae.7 50.0 47.8 0 1 0.0 411S 50.0 M4 60A 0T.B
62 Cw10m81ze 20.517. 23.616 450.0 Ino WA te.3 60.0 0+ 0 74.s 50.0 a o 0I.B 60.0 SBA
Cwiem Slu 11.617-M516 no A7-3 60.0 1e.9 60.0 00.7 SOA 55.E 60.0 513 50.0 50.6 00.0 a
Cw1om 91xe 11.617-1T.5/8 60.o 00.0 50.0 13.0 60.0 51.9 50-0 SBA 60.0 57.0 a50.0 5 9 60.0 82.E
Cw15m8Ra- 13.01T-11.51E a60.0 09.1 50.0 70,0 mo 59.0 60.0 no 50.0 63.9 Wo 62A 50.0 41.6
8M 1 11.11M. 13.016 60.G C1.1 50.0 47A no 57.0 no ng 50.0 51.8 60.0 00.0 no S0.0
1 39.017.11.&N 60.0 100.0 Wo 42A 50.0 71.2 50.0 5 00.0 47.1 no I 50.E 60,0 S].0
Cwbm fibs 38.617-39.61E 50.D 100.0 50.0 58.7 50.0 77.5 60.0 75.0 K0 7I.1 460.0 40.7 60.0 Sl.t
EquelSls 33,W.38.516 TD.O IOOW0 412A L0.0 008 60.0 0.5 6a0 77.9 60.0 00.0 60.0 52A
75 Cwtan Size 32.517.35.516 60.0 100.0 60.0 05.3 50.0 TLO 60.0 71A o 10$ a6B0 i0.2 50.0 52.6
SlsntleN PrPAew 29.611.32.51E 7.0 9/.8 60.0 77.6 SD.O 1 - 6D.0 S 0 SlA 80.0 SB.2 50.0 S]A
Cwtan Bixe 25.StT•28.616 60.0 7.2 60.0 wo 00.0 60.0 56.9 600 51.9 60.0 0J.5 50.0 Slb
8h9dsel 25.518. 26.518 SOD 06.0 50.0 4i9.0 50.0 40.1 no 45.0 600 6].0 60.0 0tA 50.0 5
EgwIS1e 38.017-11.811 60.0 B/.e 60.0 77.5 o 0e3 Wo 53.3 60.0 41.6 00.0 58.1 50.0 zSOb
6/ Cw19nl Siu 36A17-38.615 450.0 50.0 I1.0 50.0 50.0 Se.9 50.0 61.9 60.0 53.6 60.0 501
sle,mrd vrolvv J3.ete-35.51E 4Ei m.r So.G 07.5 6D.o a7.o soA 53.9 no 41.8 60.0 0D.o 50.0
91.7E Te1Wl 11.611 50.0 0].7 60.0 07.8 0 07.0 60.0 N.9 no 4t.8 6D.0 50.0 50.0 SOA
JAMB
SECTION DETAIL FOR WINDOWS WITH
LEVEL R1 REINFORCEMENT & GLASS TYPES 1-4
REINFORCEMENTS SHOWN IN FIGURES
ABOVE APPLY TO ALL FRAME TYPES &
CONFIGURATIONS)
H
HT
SEE TABLE b, SHtt I is rUK A-cn uKa 71 -. -'' - .
MIN. SASH HEIGHT =. WINDOW BUCK HEIGHT - 50.136
PRODUCT REVISBO
ra Cealplyin8 with the Flgiida
u I i ,
Building Code
nxeP lDc No 1
Expi66tion OmD1 , :: 27J20
Revlssd By: Date: ROWslon:
1
ByMimlli dC Pniductrnitrol(
Revised By: Date. ReWstom
NOTES:
1) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME 6I
DescrlpttGn•
DESIGN PRESSURE TABLE
Dmwn By.,
J ROSOWSKI
OR INTEGRAL FIN.
1
1070 TECHNOLOGY DRIVE Tltte: Date:
2)FFIAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - NI (5/15/15
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR
941)-480-1600
Sedu/Nodet SCOW SAeet: Drowing No. Rev:
HEIGHT DIMENSION SHOWN ON THE TABLE. A. LVNDI MILLER, P.E.
CERT. OF AUTH.29286 SH-5400 NTS 6 OF 12 1 MD-SH5400-01 A
P.E.M 58705
I
112mmull
mallmIll
som lomrmm
EEZ=M= Moms mull Im
SUER! OEM ImEVISHEIIIIs>$a
la> IllkEll INUMO SMEN lNIZZLIN I
m I M
mum
llumL1®
mumINEXIIIII
lam= MIME
mamoamm= ILME lgzmmu=®
mamilm E=02=09= mg=mmm, 002®
mums IOMLIIII INEMIN lumm SUER!®I own 0=1mm mum
NKr.rr.
uNIZEIIII
SEE IACLL 1,--I n
MIN. SASH HEIGHT = WINDOW BUCK HEIGHT. 50.135
JAMB
SECTION DETAIL FOR WINDOWS WITH
LEVEL R2 REINFORCEMENT & GLASS TYPES 2-4
REINFORCEMENTS SHOWN IN FIGURES
ABOVE APPLY TO ALL FRAME TYPES &
CONFIGURATIONS)
H
1T
PRODUCT REVISED
as complying with fLe Fforida
Building Gvfe
A epinneern 16,-o7 4.04-
R°Wead By: Oete: Revleton;
ftpimmDale /20
R°Weed By: to: ReW°lon:
13yMiami ode Pmd.1 Can
NOTES:
I-
Drawn Or.
1) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME 6 l`(I,(6 SIGN PRESSURE TABLEDESIGN J ROSOWSKI
OR INTEGRAL FIN.
DOt°°
2)FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE.
1070 TECHNOLOGY DRIVE
VENICE, FL 34275
IWO:
N. SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR(,;
941)-480-1 fi00
Ssdse/Model: Scafe: Shut: Drawing No. R.,
HEIGHT DIMENSION SHOWN ON THE TABLE. A. LYNN Wl Lgli. P.E.
CERT. OF AUTH. #29296 SH-540O NTS 7 OF 12 MD-SH5400-01 A
P.E.p 58705
t
6255'
I i
1 A83"
moo
O1 J-CHANNEL FRAME •
625'
HEAD/JAMB
3.483' ---i
062"
D
2.444"
a oo
D
y( J_ o
625" 0
T 1.375"
1 1
J-CHANNEL
5 FRAME SILL
625"
1.641"
1.630"
065" .065" 1.375"
0
1.231"
o --
1.000" If
14 FIXED 18 SASH RAIL
MEETING RAIL
OFLANGE FRAME
HEAD/JAMB
3.483"
2.444,.
U
OFLANGEFRAMESILL
3.500" 3.500"
I- .062" --I .062"
b mob
1.483' as 1.483"
moo 00
OFIN FRAME EQUAL LEG FRAME
HEAD/JAMB 4 HEAD/JAMB
J-
3.483" {
062"
D
2.444"
I
1,375" Oj FIN FRAME
SILL
3.483"
I
O D.
062",I
2.444"
aLi
8 EQUALLEG
FRAME SILL
OLIGHT SASH
23 REINFORCEMENT
070-
791"
1.036'
4
1.182'
070"
1.041"
T
1
1 1.331" F~
L .130"
I 1.340" -
0STANDARD26MEETINGRAIL
HD MEETING RAIL
27 REINFORCEMENT
REINFORCEMENT
I 1.215" 2A00" 1.472' { 1.565"
I 1.376" 2.176"
974" j .599, .471"
I! .
347"
355" L J j
590"
035"
06 .
070" -' .050" .
070 , .
050"
LIFT PAIL ELED VELEDSASHSTOP/ LIFT RAIL
17 COOVER t8 SCREW CO19 INTERLOCK 20 INTERLOCK COVER 21 NTERLOCK 22 NE ER OCK COVER PRODUCTREVISED
m complying
with the Florida Building Cods
A-pinacc
No O 14", 04- k xpnatiun
Dore '20 Revlaed By:
Date: Revlsf- C.. fly 316" -{
I .
300' ' M r..r{'rode Product Corttr*" 864" ,301'
Revlaed By: Date: Revlalon: 754" .750'
T 035" .
025" --
f+ ® Descrfptlon: Drawn By: EXTRUDED ROLLED -
p'(7 WINDOW EXTRUSIONS
J ROSOWSKI 73 IG
BEAD 81 SCREEN FRAME 82 SCREEN FRAME: ,-' 1070 TECHNOLOGY DRIVE Titfe: Date: N. VENICE,
FL 34275 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 941)-480-
1600 Sheet: Orawing
No. Rev: A: L'
YNE,.E. CERT. OF
AUTH. #29296 SH-5400 NTS 10 OF 12 MD-SH5400-01 A P.E.#.#
58 58705 05
Bill of Material
Description Material
Singe Hung Frame Head & Jambs - Channel PVCr620104SingleHungFrameHead & Jambs - Flange PVC
Single Hung Frame Head & Jambs - Fin PVC
Single Hung Frame Head & Jambs - Equal Leg/Box PVC
5 620105 SH/DH Frame Sill - J-Channel PVC
6 620106 SH/DH Frame Sill - Flange PVC
7 620107 SH/DH Frame SIII - Fin PVC
8 620108 SH/DH Frame Sill - Equal Leg/Box PVC
14 620131 Fixed Meeting Rail PVC
16 620129 Sash Rail (Sides, Top & Bottom) PVC
17 620134 Balance Cover PVC
18 620133 Sash Stop/Screw Cover PVC
19 620156 Pull Rail Interlock 6005 T5 At
20 620144 Pull Rail Interlock Cover PVC
21 620157 Beveled Interlock 6005 T5 At
22 620145 Beveled Interlock Cover PVC
23 620150 Light Sash Reinforcement 6063 T6 Al
25 620152 HD Sash Reinforcement 6063 T6 Al
26 620153 Standard Meeting Rail Reinforcement 6005 T5 Al
27 1 620154 HD Meeting Ra11 Reinforcement 6005 T5 Al
30 61644 We p, .187,, x .270" Fin Pile
31 6Q300 Weatherstrip, .190" x .300" Foam Bulb Flex PVC
32 61719 IWeatherstrip, .187" x .220" PolyPile
33 61825 Weatherstrip Plug, .220" Finseal
35 78X1 MTTT 8 x 1" Ph. PH SDS (Interlock Mounting Screw)
36 78)GTHPX 8 x 3" Ph. PH SMS (Meeting Rail Screw) 41O SS
37 71669SP Meeting Rail Screw Support Plate 6063 T6 At
38 720210 Weep Hole Cover PVC
40 720)00= Constant Force Balance
41 8 x 3/4" Ph. FH SMS (Con. Force Balance Screw) SS
42 Spiral Balance
43 720205 Spiral Balance Shoe Nylon
44 178X114FPAX 8 x 1-1/4" Ph. FH SMS (Spiral Balance Screw) 410 SS
Part # Description Material
76 Kommeriing 4SG TPS Spacer System
77 Quanex Super Spacer nXT with Hot Melt Butyl
See this
Sheet for
78 Quanex Duraseal Spacer Materials
79 Cardinal )(L Edge Spacer
Ker cnerv'c
m c n enuT
Bill of Material, cont.
Part # Description Material
45 720 97 Tkuto Lock Mechanism C Steel
46 720198&9 Sweep Lock Cast Znc
47 720195&6 Auto Lock Cover Assembly Cast Znc
48 76X118OPTX 6 x 1-1/8" Ph. FH SDS (Auto and Sweep Lock Screw) SS
49 720200 Auto and Sweep Lock Keeper Cast Znc
50 76)34PPA 6 x 3/4" PH, PH SDS (Keeper Screw) SS
51 420181 L/R Beveled Tilt Latch Comer Key PVC
52 420182 L/R Pull Rail Tilt Latch Corner Key PVC
53 7634PHFL 6 x 3/4" Ph. FH SDS (Comer Key Screw) SS
54 420183 Tilt Latch PVC
55 420184 Tilt Latch Retainer PVC
56 720207 1" Tilt Latch Spring SS
57 420188 Plastic Tilt Latch Finger Pull PVC
58 720192 IMetal Tilt Latch Finger Pull Cast Znc
59 420180 Pivot Bar Corner Key PVC
60 720206 Pivot Bar SS
63 720191 Sash Pull Handle Cast Znc
84 720194 Sash Pull Handle With Latch Assembly Cast Znc
65 7834FPT 8 x 3/4" Ph. FH SDS (Pull Handle Screw) SS
66 420188 Bottom Latch Strike Plate Cast Znc
67 7858B 8 x 5/8" Ph. FH SMS (Strike Plate Screw) SS
73 720136 I.G. Bead PVC
74 Backbedding, GE 7700 or Dow 791 Silicone
75 71646N Setting Block (7/8" x 1" x 1/8"), 85 +/- 6 duro, EPDM
80 61012 Extruded Screen Frame Alum
81 61011 Roll -Formed Screen Frame Alum
82 7CKGLB21 Screen Corner Key for Extruded Frame PVC
83 47042 Screen Corner Key with Pull Ring PVC
84 47041 Screen Corner Key without Pull Ring PVC
85 7CASPM Tension Spring SS
88 61816C48 iScreen Cloth Fiberglass
87 61636/61614 140" Screen Spline (Machine/Hand Rolled) Vinyl
NOTES:
1) PVC BY ROYAL WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE.
2) ITEMS # 9-13. 15, 24. 28, 29, 34, 39, 61, 62, & 68-72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL.
SILICONE HOT -MELT BUM
STRUCTURAL
SILICONE
STRUCTe
1/4" NOM. FOAM 3116" NOM.
POLYISOBUT WITH
WITH DESICDESICCANT
EXT. GLASEXT. GLASS
GLASS INT. GLASS
KODISPACE SUPER
7776AC!_`TDC COA('CDT) NIYTTM
ALUMINUM
REINFORCEMENT POLYISO-
CINT.ILASS
NT FILL AREA
BUTYLENE5/16" NOM.
5/16" NOM. SEAL
BUTYL & LICONE SEAL
DESICCANT ROLL -FORMED
FOAM STAINLESS STEEL
EXT. GLASS
EXT. GLASS
INT. GLASS
I
78
DURASEALO
7s
XL EDGETM
SPACER 0 SPACER
PRODUCT REVJSBD
n. c .plying Nah the Fkpllfe
0uildu g
ACpl-
2
arte / •O /Q.44- ccNo tizpiralam
Dalc , 2aaa
Revised By: Dote:
J R 05/
05/16 A) ADDED SPACERS. p Yy ri ableProdirtt (mor 1 R-1-d
W. Dote: Revision: DeecHptron: BILL OF
MATERIAL (
BOM) Drown By: J
ROSOWSKI 1070
TECHNOLOGY DRIVE
True: Date; N. VENICE, FL
34275 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 941)-480-1600
Sedes/Model: Sccle:
Sheet: Omwing No. R.,A: LYNNMM iU_
F ,'P.E. P.E.4
58705 CERT, OF A—. #29296 SH-5400 NTS 11 OF 12 MD-SH5400-01 A
NOTES
1) SOME PARTWIFTIONS NOT SHOWN ON DRAWING FOR CLARITY.
2) J-CHANNEL FRAME SHOWN, PARTS # 1 g 5. OTHER FRAME TYPES APPLY.
3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 g 7.
4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS.
OPT. SWEEP LOCK
MITERED FRAME WITH
INTERIOR AND EXTERIOR
FRAME WELDS
PRODUCT ItEVIS6D
As tt—plying with 1Cle Fkwi"
Building Cate , _,,n
EXPLODED ASSEMBLY I J ROSOWSKI
1070 TECHNOLOGY DRIVE Tltls:
N. VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION - NI
941)-480-1600
05/15/15
CERT. OF AUTH. J29296 SH-5400 NTS 1 12 OF 12 1 MD-SH5400-01 I A
T lorida Building Code Online Page 1 of 1
BCIS Home 1 Log In j User Registration Hot Topics Submit Surcharge Stats & Facts Publications 1 FBC Staff 1 BCIS Site Map I Links Search
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a
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USER: Public User
Product Approval Menu > Product or Application Search > Application List
Search Criteria Refine Search
Code Version 2014 FL# 15180.11
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
FL# Tvoe Manufacturer Validated By Status
FL15180- Revision Plastpro Inc. / Nanya Plastics Corp.
FL#: FL15180.11
Ryan J. King,
P.E.
Approved
R1
History Model: k. Smooth/Wood Grain/Rustic/Mahogany Series N Fiberglass 813) 767-
Door 6555
Description: 6'8 "Impact" Opaque Fiberglass Single Door -
Inswing/Outswing (X - Configuration)
Category: Exterior Doors
Subcategory: Swinging Exterior Door Assemblies
Approves oy uorK. rpprgvan uy uorn roan ue icv,,w,, "" .au-uy
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
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The 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:
M M ECneck •az..
Credit Card.
i secnr ,Y _TRI60l , ,
j1LDl/VC
SANFORD
1 7 - 1053
http://www.floridabuilding.org/pr/pr_app_lst.aspx 4/28/2017
HM plastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Series N Fiberglass Door
INSWING / OUTSWING
IMPACT"
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code
FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material
shall be beyond wall dressing or stucco.
3. When used in the "HVHT' this product complies with Section 1626 of the Florida Building Code and does not
require an impact resistant covering.
4. When used in areas outside of the "HVHT' requiring wind bome debris protection this product complies with
Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile
level "D" and includes Wind Zone 4 as defined in ASTM El996 and Section 1609.1.2.2 of the FBC.
5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck
masonry construction.
6. Site conditions that deviate from the details of this drawing require further engineering analysis by a
licensed engineer or registered architect.
7. Outswing configurations meet water infiltration requirements for "HVHT'.
8. Inswing configurations do not meet the water infiltration requirements for the "HVHT'. Inswing units shall be
installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such
that the angle between the edge of canopy or overhang to sill is less than 45 degrees.
TABLE OF CONTENTS
SHEET 4 DESCRIPTION
1 Typical elevation, design pressures, & general notes
2 Door panel details
3 Horizontal cross sections
4 Vertical cross sections
5 Buck and frame anchoring - 2X buck masonry construction
6 Frame anchoring - 1 X buck masonry construction EEEI7Billofmaterials & components
37.50" MAX. OVERALL
FRAME WIDTH
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MAX• DESIGN PRESSURE (PSF)
SWING FRAME
DIMENSION, POSITIVE NEGATIVE
37.50"
INSWING x 47.5 47.5
82.00"
37.50"
OUTSWING x 50.0 50.0
80.50"
ti
SCALE: N.T.S.
DWG. By: JK
CHK. BY: LFS
DRAWMG NO.
FL-15780.11
SHEET 1 of 7
STILE
COMP.)
p; W) in1'27
INTERIOR
0.81" 0.81" 1.7Y' is p J ci M
1.391,
z
TOP RAIL Y'••
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COMP.)Ain6j`` >° 0 m
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STILE POLYURETHANE-
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WOOD 1.
9 PCF MIN.) EXTERIOR
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REINFORCEMENT STILE
REINFORCEMENT (WOOD) WOOD)
y
HORIZONTAL CROSS SECTION \ 2 \
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35.
75' MAX. DOOR
PANEL
WIDTH ID
40
DOOR PANEL SEE
HARDWARE CHART
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cn,INTERIOR
am o oo
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INTERIORT
EXTERIOR
a a SMC
SHEET EXTERIOR
DOOR
SKIN DETAIL HARDWARE
TABLE MANUFACTURER
MODEL KNOB:
SIGNATURE SERIES KWIKSET
DEADBOLT: SIGNATURE SERIES (780) i SCALE:
N.T.S. DWG.
BY: JK CHK.
EY: LFS DRAWING
NO.: FL-
15180.11 SHEET
2 OF 7
EMB. (TYP.) 0A
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2 °
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17 3
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EXTERIOR H 00 M
9 ` a
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4 3 HORIZOMAICROSSSEC1ON 1-I/4"MIN. o a 0
1-1/4" MIN. 3 Shown w/IXsutrbuck EMB. (TYP.)
EMB. (TYP.) 3 4
a a
4 4 E 'm
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15'
C-SINK { m
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TYP.) (TYP-) °
20 21
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11 DWG. Br: JK m
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9 CHK. BY: LFS 3
E (0 0,?-R110ALNTCROSS SECTION shown -
inswing 2
HORIZONTAL CROSS SECDONso approve3
Outswing shown -inswing FL-
15180.1 1 m
pP
also approved SHEET 3 OF V
n
EXTERIOR INTERIOR
1 VERTICAL CROSS SECTION
4 Outswing shown -inswing
also approved
EXTERIOR INTERIOR
3 VERTICAL CROSS SECTION
Q Outsw ng configurat on
EXTERIOR INTERIOR
d <
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e- a
d< nd.
EXTERIOR %%INTERIOR
4Q2 VERTICAL CROSS SECTION
Shownw11X""t" ;K
4 VERTICAL CROSS SECTION
Q Inswing configuration
See general notes, sheet 1
for "HVHP water infi tration
requirements
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DATE:02121112 i
SCALE: N.T.S. °
DWG. BY: JK m
OHK. By. LFS 3
DRAWING NO.: D:
FL-15180.71 N0
sNEEr 4 OF 7
N
9
4^'
I I
D TYP. HEAD
JAMBS
7MASONRY
OPENING
2X BUCK
to
N
in U
O
ii
5
BUCK ANCHORING STRIKE JAMB
CONCRETE ANCHOR NOTES:
y I. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar joints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
a maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the 'MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
MIN: MIN CLEARANCE.:.,. CEARISNCE MtN C[EARA:NCE
ANCHOR 71NCHOR; TO MASONRY TO ADJACENT
LYPE SIZE EMBEDMENT
EDGE . ANCHOR
I ®
1/4" 1 1/4" 2" 4"
TAPCON
ELCO ®
1/4" 1.1/4" 1" 4"
ULTRACON
E{ WOUD SCKtW IN.) IALLA I IVN NVIra:
I I. Maintain a minimum 5/8"edge distance, 1"end distance, & 1"o.c. spacing of
wood screws to prevent the splitting of wood.
I—
to
TYP. HEAD
JAMBS
MASONRY 7L
OPENING
FRAME
2X BUCK
O
FRAME ANCHORING
Masonry 2X buck construction
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HINGE JAMB
LATCH d DEADBOLT DETAIL HINGE DETAIL
DATE:02121112 i
SCALE: N.T.S. °
3
DWG. BY: JK m
CHK. BY: LFS 3
DRAWING NO.: m
FL-15180.11 n
a
sHEEr 5 OF 7
N
Q MASONRY
OPENING
FRAM
1X BUC
ui
STRIKE JAMB
CONCRETE ANCHOR NOTES:
I. Concrete anchor locations or the comers may be adjusted to maintain the min.
edge distance to mortarjoints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min, edge ditance to mortar joints, addltlonal concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
MIN. CLEARANCE MIN. CLEARANCE:-
AN ANCHOR tii1N.
70 MASONRY TOADJACEM .
TYPE S<IF EMSEDMEM EDGE ANCHOR
TA CONO 1-1/4" Y 4"
ULTRA ONITW 3/16" TAPCONO
WOOD SCREW INSTALL ON NOTES:
1. Maintain a minimum 5/3" edge distance, I"end distance, & 1"o.c. spacing of
wood screws to prevent the splitting of wood.
FRAME ANCHORING
Masonry 1 X buck construction
HINGE JAMB
HINGE DETAIL
LATCH 6 DEADBOLT DETAIL
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ALE: N.T.S. 9
5
G. Err: JK m
K. BY: LFS 3
AWING NO.:
FL— 15180.11 " 0
EET 6 OF 7
N
BILL OF MATERIALS
REM f DESCRIPTION MATERIAL
A 1 X BUCK SG >= 0.55 WOOD
B 2X BUCK SG >= 0.55 WOOD
C 1 /4" MAX. SHIM SPACE
D 1 /4" X 2-3/4" ELCO OR ITW CONCRETE SCREW STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
G 3/16" X 3-1/4"PFH ITW CONCRETE SCREW STEEL
H 1 /4" x 3-1 /4" PFH ELCO OR ITW CONCRETE SCREW STEEL
I 1 /4" X 2-1 /4" PFH ELCO OR ITW CONCRETE SCREW STEEL
J 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL
K 9 X 2-1/2' PFH WOOD SCREW STEEL
L 8 X 2-1 /7' PFH WOOD SCREW STEEL
M 8 X 7' PFH WOOD SCREW STEEL
7 FORCE 5 WEATHERSTRIPPING BY ENDURA FOAM
8 COMPRESSION WEATHERSTRIP QLON 650 BY SCHLEGEL FOAM
9 4" X 4" BUTT HINGE STEEL
10 9 X 1" PFH WOOD SCREW STEEL
11 9 X 3/4" PFH WOOD SCREW STEEL
20 FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS WOOD
21 POLY FIBER JAMB COMP. / VINYL
27 LATCH STRIKE PLATE STEEL
28 DEADBOLT STRIKE PLATE STEEL
29 OUTSWING THRESHOLD BY DLP ALUM./WOOD
30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL
31 OUTSWING BUMP THRESHOLD ALUM.
32 VINYL DOOR BOTTOM SWEEP #3628 BY HOLM IND. PVC
33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD
34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD
40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
4.56• —1
iv ggl7ni
YD HEAD 3 SIDEJamb
L
4.56" ——{
Io
j F-- 2.44" -t- 2.13"
8-21 NEA0 4 SIDEPolyfiberjamb
4.68
N
r
fn
T
n
I
31 OUTSWING BUMP THRESHOLD
L -
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ry
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Y.,
llll 11 o n °D za
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m
N g ug ca
a rn m a`am
c c 0
E v° c ni
4.56" --{
ADJUSTABLE INSWING THRESH0
4.56•
2.03'
n
29 OUISWING THRESHOLD BY DLP
D_ N
0 ¢
zip ww
F— z
O g CL
IL ME
5 w 0 c0i
am <
m
0
aa
DATE: 02121112 i
SCALE: N.T.S.
DWG. BY: JK
CHK. W: LFS 3
DRAWNJG NO- B
FL-15180.11 C
SHEET 7 DF 7 n
Florida Building Code Online Page 1 of 1
r:,. cu(t usat! 4t sa )iW , o ej: iiuJ
tq- 161
71
a
Intl
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts !. Publications ( FBC Staff ( 8CIS Site Map Links Search
d",
Florida roI'
ta"'ProRUuApproval USEPblicUserProductApproval
Menu > Product or Aoolication Search > Application List Search Criteria
Refine Search Code Version
2014 FL# 261 Application Type
ALL Product Manufacturer ALL Category ALL
Subcategory ALL Application Status
ALL Compliance Method ALL Quality Assurance
Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,
Number or Name ALL Product Description ALL Approved for
use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant
ALL Design Pressure ALL Other ALL
FL# Type-
Manufacturer Validated By atus FL261-R10
Revision PGT Industries Category: Windows
Subcategory: Mullions
Miami -Dade
BCCO - VAL 786) 315-
2590 Approved History
VV
yveu
uy vo yyi vvao yr .....„--. - 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 electronic mail
to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.
275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The 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 Safe
SCCilf
i
i a.rrm.= sxx. w s S T
a C 17-1053
http://www.
floridabuilding.org/pr/pr_app_lst.aspx 4/28/2017
M IAM I-DADE NUAN11-DADE COUNTY
1 PRODUCT CONTROL SECTION
DEPARTNIENT 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/economv
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (hi 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 falls to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami --Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions",
sheets I through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B
dated 10/10/14, 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: Bach unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/scries, 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 Haini-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 nf this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for vispection at the job site at the request of the Building Official.
This NOA revises and renews NOAP 14-1105.01 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 Manuel Perez, P.E.
NOA No. 16-0218.03
MIANMADF COUNTY Expiration Date: May 26, 2021yZt1l' j Approval Date: April 14 2016
Page 1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
Submitted under NOA No. 10-0819. OS)
2. Drawing No. 6300J1:t, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, 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 PreSSlre 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 addendum letter dated 05/05/11, 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-2010
and with FBC 5111 Edition (2014), prepared by manufacturer, dated 01/29/15, 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
ManuH6-10218.03
ez, P.E.
Product Contaminer
NOA N
Expiration Date: May 26, 2021
Approval Date: April 14 2016
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
02/12/15 and expiring on 05/26/16.
Manuel , P.E.
Product Contr 1 E miner
NOA No.-0218.03
Expiration Date: May 26, 2021
Approval Date: April 14 2016
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE OPENING WIDTH FOR VERTICAL MULL
MULLIONS SEE OETARRRRR
y Si
SETS 2a
I
SEE DETAILSATHRU II III II
SHEETS 2a
VERT. MULLLENGTH
M L5E.EDETAILSHORIZONTAL -ETAISEETS 2-3
LENGULLTH
HORIZONTALMULLLENGTH
GENERAL NOTES:
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. 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 OF THE MULLED UNITS. MULLIONS
INSCRIBED INSIDE HAVE BEEN TESTED AS 'FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
RECTANGVL4R NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP.
SHAPE
i/ 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN V180. THE 113 STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION, THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF WOOD SCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND 15 BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
TDETERMINEPRESSURES AN5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO P
1 SEE DETAILS ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER
A c; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGNSHEETS2a
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
OPENINGHEIGHT 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THE TABLE(S).
FORHORIZONTAL
SEE DETAIL E. MULL 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST
SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTIONS.
FENESTRATION 8) REFERENCE; TEST REPORTS: FTL-6443; ELCO ULTRACONIAGGRE-GATOR NONS
PRODUCTS MAY
BE OF ANY TYPE. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
MUST BE CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH
civaeD
BY POT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 8Y POT.
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ.
11) QUANTITY OF UNITS WITHIN AMULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:
MULL
HORIZ. MULL LENGTH
L N G/TH
h--OPENWO WIDTH I -
P I
I I
OPENING —
1——'
HEIGHT
OPENING MULL 4/
FOR
HEIGHT LENGTH D
HOIRIZ, MULLVERT. MULL
LENGTH
Z — {
SINGLE MULLION SINGLE MULLION -{ OPENING WIDTH V-
FOR VERTICAL MULLOPENING WIDTH
FOR VERTICAL MULL
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS
FROM FIGURE 1 ABOVE.
STANDARDS USED:
2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
a AN511AF&PA NDS-2012 FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL, ADM-2010
AISI-S/00-07/S2-2010
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT ILBSIFT') 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 26 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR' OR-TRIANGULAR/TRAPEZOIDAL"
GENERAL NOTES ........................... 1
INSTRUCTIONS ............................... 1
ELEVATIONS .................................. 1
MULL TO 2X WOOD ........................ 2
MULL TO 1X & MASONRY .............. 2
INSTALLATION NOTES ................... 2
MULL TO MASONRY ....................... 3
MULL TO STEEL STUD ................... 3
MULL TO MULL...............................3
ANCHOR SPECS .............................3
ALTERNATATE CLIPS.....................4
BAY MULL INSTALLATION..............4
1 X 2 X.125 MULL SPECS...............5
1 X 2 X .376 MULL SPECS.._._ ........ 6
1 X 2.75 X .375 MULL SPECS...__...7
1 X 2.76 X.65 MULL SPECS ............ 0
1 X 3.125 X .500 MULL SPECS........9
1 X 4 X .125 MULL SPECS ............... 10
1 X 4 X .376 TUBE MULL SPECS.... 11
1 X 4 X .376 T MULL SPECS........ 11
1.25 X 3.188 X .265 MULL SPECS...12
1.25 X 3.26 X A00 MULL SPECS..... 13
1.25 X 3.25 X .624 MULL SPECS.....14
1,26 X 3.94 X .624 MULL SPECS.....15
2 X 4 X .25 MULL SPECS ................ 18
2 X 6 X .25 MULL SPECS................17
1.26 X 2.11 X A25 MULL SPECS.... 18
30' X 3.25 BAY MULL SPECS......... 19
45' X 3.25 BAY MULL SPECS....._.. 20
MULLION & CLIP DIMENSIONS...... 21.23
EXAMPLES 1 & 2.............................. 24
LOADING EXAMPLES ...................... Z5
4 FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT') FROM TABLES 1A THROUGH 18A ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING
PRODUCT REVISED
as complying wHh the FlOtifi
THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE OOi Code
MULLION CAPACITY (LBS/FT'1 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/Frl FOR THE OPENING OBTAINED IN AcceWptas nce No
DateSTEP1). pilalim 12Q
5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LOS). THIS VALUE By
Mieln' a Pmduct
REPRESENTS THE W INDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
ONr;..'S nA/(!`/' 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION
ANCHOR CLIP PATT RN AND VERIFYYTHAT THE REQUIRED ANCHORANCOR/SUBSTRATEIANCHOR CLIP PATTERN MAY APPLY) SELECT AN
F
CAPACITY IS MET.
k
7) IF THE MULLION CAPACITY (LBSIFT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSIFT°) FOR THE
OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED, WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
8) VERIFY THE DESIGN PRESSURE RATING (LBSIFTa) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
3
y TE 40
CAPACITY (LBSIFT-) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALLAPPLY FOR THE ENTIRE MULLED FENESTRATION C'•• F(ORLU?.•' ; J• PRODUCT ASSEMBLY.
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED 1N A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR APERMIT. A.N y 1Qt
FL P. 58705
DETAIL A:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
OFFSET CLIP SHOWN)
ER.
f T
A\\
EXTERIOR
TYP. ANCHOR I
PER SUBSTRATE, l
SEE TABLES IB-16B
0
ATTACHMENI
BY OTHER$,
SEE NOTE 7,
SHEET 1.
FRONT VIEW
MULLION
SEE SHEETS
21-23 FOR HOLE
LOCATIONS
EDGE m m
DISTANCEFOROOD
WSCREWS
2' 15ALL
d
a d
MAX FOR
MULLIONS
DETAIL B:
MULLION ATTACHED TO 1X
WOOD BUCK AND MASONRY
STANDARD CLIP SHOWN)
d
d
EXTERIOR
e
THE OFFSET CLIP IS
RECOMMENDED FOR
FW-FRAMED
WINDOWS, BUT MAY
ALSO BE USED FOR
OTHER FRAME TYPES.
EDGEDISTANCEFOR
MASONRYANCHORS
MULLION
rEP. ANc11oR
BUCAKN'RIP PERSUBSTRATE, pY ()
ATTACHMENT SEE SEE TABLES 10.168 ry
BY OTHERS,
NSEENOTE7,
SHEET'_ Ti m
MIN 27K51 °- EDGE 1j
I CONCRETE OR CMU-DISTANCE, J ll.l
1 SEE SEE TABLES
I. a FOREDISTANIC'E 1B•1(f0 D B (h
ANCHORS coW Q p
SIDE VIEW 5 z J
O
e EITHER THE
STANDARD Li m
OFFSET MULL ?
CLIP MAY BE.wINSTALLEDBV
THIS METHOD. i 'L U— z
TYP. ANCHOR
TYP. ANCHOR
PER SUBSTRATE,
PER SUBSTRATE,
SEE TABLES 1BA68
SEE TABLES 1B-16B
E
ER SUBS
DISTANCE BUCKSTRIPAND
SEE TABLES - ATTACHMENT
10-180
1 BY OTHERS,
EMBEDMENT' SEE NOTE 1,
SHEET 1.
MIN 2.1 KSI CONCRETE OR CMU
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
FOLLOWING SHEETS, FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR 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 MIAMFDADE COUNTY APPROVED
ELCO ULTRACON OR ELCO'114' S.S. AGGREGATOR MASONRY ANCHORS.
PRODUCT RSVIS13D
as complying with Ow GIBdd1s
Building Coda
Acttplantt No ' q--
Expit6lion Dale /Zb
ByMien[ de hoduc(
III
x,.•'.CENSF '•. F9 's
F . ,:
z -Dr No. 58705
1 TVL_
r
FLORID . (
A. LfNNIMiLLEW P.E.
FL P.E.# 58705
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
STANDARD CLIP SHOWN)
EITHER THE
STANDARD OR
OFFSET MULL
CLIP MAV BE
INSTALLED BY
THIS METHOD.
EXTEROR ae
4
EDGE DISTANCE
FOR MASONRYANCHORS
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES I8-13B
I I1 TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES I8-138
AFORMASONRY NCHORSu
g
THE
OFFSET CLIP IS RECOMMENDED
FOR FIN
FRAMED WINDOWS,
BUT MAY ALSO
BE USED FOR OTHER
FRAME TYPES. 4
TYP.
ANCHOR BUCKSTRIP
ANDPER
SUBSTRATE, BEE
TABLES 16-13B PTSEE
ATTACHMENTBY
OTHERS, NOTE1, SHEET
1. i
DISTANCE SEE
TABLES MIN
2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU is-13B 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 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 FOLLOWING
SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR 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 ELCO
ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. FRONT
VIEW EXTERIOR
DETAIL
E: I .
126-MIN. MULLION
TO MULLION INTERSECTION
U-
CLIP) VARIES
cr
TOP
VIEW VARIES
I Ic
y [INTERSECTION
U-
CLIP FRONT
VIEW y
n NOTES:
1)
MAY BE INSTALLED IN'TE£' OR'GROSS- M
d
INTERSECTIONS.
u 2)
MAY BE INSTALLED HORIZONTALLY i
SHOWN)
OR VERTICALLY. N
3)
SEE U-CLIP DRAWINGS, SHEETS 21-23 FOR
CORRESPONDING MULLION. rcm 912
STEEL SCREWS, SELFDRILLINGOR
PRE -DRILL MULLION AND
USE SMS y MULLION
EXTERIOR SEE
SHEETS
21-23 FOR HOLE LOCATIONS
EDGE K
DISTANCE
SEETABLES
18-13B
SIDE VIEW
DETAIL D:
MULLION ATTACHED
TO STEELSTUD STANDARD
CLIP
SHOWN) TYP. ANCHOR
A PER
SUBSTRATE,
SEE TABLES
1B-138 SEE SHEETS
21.23
FOR HOLE LOCATIONSMULLION
FOR
STEEL
STUDS THINNER THAN 16 GA
AND COMPLIANT WITH THE FL BUILDING CODE, A
2X WOOD BACKER MUST USED. ATTACHMENT BY
OTHERS. USE WOOD
ANCHOR 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. Q PRODUCT
REVISED its complying
with the Florida Building Code
1 o L )S • e Acttplallcc NoEapiymliJ_
n Dete ?J al O
EDGEDISTANCE \
SEEESn\, \
EN3E 9/(' SIDE
VIEW =
i
g l6
Lu;
A L'YNNIt
t LEA, P.E. FL P.E.#
58705
DETAIL F:
FIELD -MODIFIED MULLION CLIP
F-CLIP)
INTO WOOD, STEEL,
ALUM, CMU OR MASONRY
EXTERIOR
O
EDGEDISTANCE
PER ANCHOR
DETAIL G:
ANGLE MULLION CLIP
ANGLE CLIP)
SEE DETAILS A-E.
SHEETS 2 AND 3 FOR INSTALLATION
TO SPECIFIC SUBSTRATES
O O
O O
SIDE VIEW
SHOWN WITH V X 4' X .125'
MULLION
1
I I
I
U2D MULLION CLIP I 1
D TO FIT FIELD
IONS.
I I III
I
MULLION I I
I
IIIIIIIIIII
II I
II I I
Ij I I I
I I I
b
STANDARD CLIP TO BE
MODIFIED IN -FIELD.
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 1 BA3B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION.
EXTERIOR
DETAIL H:
BAY MULLION INSTALLATION
ANGLE CLIP)
O J O
TOP VIEW
SEE TABLES 18-14D
2'X5'X.125'
ANGLE CLIP,
2 PER MULLION END,
MUST BE INSTALLED
INSIDE OF MULL.
ox
U)
b m
O Z
O O
J
VIEW
J
a
LUCD U o
Zon
O
168 Z V
Q Z 9i. ID. ASAYBAYMUU LL. Q OZOF NOTES
FOR INSTALLATION OPTION G g R. 1)
USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2)
DETAIL G: SEE TABLES 19-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
3)
DETAIL H: SEE TABLES 169 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS.
RC.
OUCT REVISED ns
complying wish tho Florida l3oilding
Cod. Accc
anon
ExpirationENS
5.
V705 c
tij
u7, o'
g6 s1
E.
A.•ItY P.E. FL
58705
I At3LC lA
Mulllon Capacity Table baRt
Oponing Width (for verlicalt-Spanrf intfions) or Opening Height (forhoriza 11"44p6m1ng n11fom)
501n 601n 701n 601n BO In too in 1201. 1401n 1S0 81
1 2 x.126
ReNanplhr
Loedilg
Tnp/lllenp.
Loading
RaNenpuly
Lowing
RaplRlsrq.
Loading
Ralengder
Leading
TnplTnerg.
Loading ReNvglgloading Trep7lllerlp.
Loedne
Reclenptev
loading
TraplT4vg.
Lowing
Raclenp46
leading
Trtplitlerg.
Loading
Reclenp4v
Lodnp
11apf7denp.
lned g
Red arguler
Ladnp
TraplRlerq.
LnadM
Rx[enpular
lnadbg
7rep,Tneng.
Lwdnp
x
Alum. Tube
Mulllon g
3
jSi s$
j
d
i1I• 5 fI
i9 gj[
P F
gF$j B egg 9 Ft
E§$
f t y
1,
yfi p jFt 8q$ gp y y8y{
8
R
v
a
e1g t gg
g
a< .$($r
b#
I a¢
L
pg Tij
421n
49In
111,9
74.9
408
312
129.6
83.8
332
258
93.2
82.4
408
712
115.5
73
325
252
72.9
57.5
408
312
107.8
67.0
321
245
69.9
48.6
408
312
104.4
872
310
246
621
41.6
405
012
104.0
61.3
319
244
55.9
31.5
408
312
104.0
61.0
319
244
46.0
31.2
408
312
104.0
61.0
310
244
39.9
25.8
408
312
04,0
1.0
3191
244
35.0
23A
408
112
104.0
6t.0
3/9
244
60A25 In 63.9 281 70.6 234 67,2 281 61.6 2M 48.6 281 55.7 224 39.9 221 52.1 222 35.5 201 31.0 251 40.1 21B 26.6 281 48.7 21B 22.8 2B1 49.3 219 20.0 281 f9.J 21p
54N 628 247 51.5 207 4J.B 247 49.8 202 37.8 247 MA 199 32.9 247 41.5 We 29.2 247 26.3 247 30.4 193 21.9 247 36.1 193 18.6 247 38.1 iB7 18.4 1A7 - 36.1 1B3
c 601. 35.4 200 41.2 170 32.0 200 3SA 168 27.4 200 31.5 163 24.0 200 28,9 160 21.3 200 18.2 i00 25.9 1S7 16.0 200 26.0 156
J 8Jk 33.1 181 75.3 itb 27.8 161 70.3 152 23.7 181 240 149 20.7 101 24.3 148 10.4 IBI
27.1
16.6 161 21.7 143
66N 28.5 165 30.6 142 24.0 105 26.1 130 20.0 16S 23.1 t38 18.0 165 21.0 134
T21n 22.2 130 23.3 120 Ill 439 We IIB me 130 17.6 116
761. 18.0 126 19.7 109 1a7 125 16.6 f07
70 In 17.5 115 10.2 1W
TABLE 1113
Anchor
filAslAla 2.7k Concrete
Cill Table Ibs
351r 1... HNIM CMU I Filed CMU PT Wood Metal
5/16' Eko 1!4' SS Eko 611V Elw 11/' SS Eko Y10 Steel Y12 Sled Y1261ed
AnNar Type' y1B'Eko Ukewn 1/4'Eko Ukaem Una*" y18 Eko UI6a'On 1M'Eko UItrBCon Ap01aGa1or UBBcan AgpreOalor Scrtw (G5) Sc0 (05) Screw (OS)
Anchor Cllp Patterns
2.12' 1' 2-12' 3-1/6' 1' 2-Irr 1' 2-141' Y 3-UB' Y 0.46' 0.54' 0.324'
Edge oieleme(in):
Embedaent M.
1'
1.314' 7-y4' 1-y4' Ly4' 7 1-1l4' 1-1/4' t-7M' 1.1H' 1-1I1' 1-1/1' Y 1.318' 7dIlb
nes160
2A.h-Q4,75"Min. O.C.!31enOvd or 09sd Clip (Fig 1): 3901bs 390 be 450ke 090 bs iB441bs 270lbe 2801bs 54 IW 7401bs 37411w 664 Il 946 be 3411bs 4421bs
8851ba
5BO ka
lim b
4 Andras Q 1.15' Min. O.C. f Slanded (v OYseU Cap (Fp. ZC IBO lbs 7001bs WA WA WA WA 3801be WA WA WA WA WA
16921bs
BB21ba
652 be S05 bs 1120 ke
4 Andras 7' Min O.C. f M 2t5 Angle Qip$ I (Fig. 3). 780 ki 780 Me am r. 15W Ibs 1990 be 540 IN 5W lb. WA 760lb. 740It. 8B0Ibs
WA NIA 713 b4
2 AncMn ® CIAO Min. O.C. I U421p, Mo.725' Akm. (Fg. 47 WA WA WA WA WA WA NIA WA WA WA WA WA
473 We 170 ba 221 ID6 ZBO be
1 Anchor I FlCllp (Fig. It. 195 M 19510i 225 bs 445 be 22 M 135 be 140 ba 177 We 370 M. 1571M 332Ibs
J11 Ibe 442Iba 5801bs
2 Anclwrs 07.15' Min. O.C! FL1 (F . fi : 2/0 RA350 be WA WA WA WA 1001Ds WA WA WA r WA WA
NOTE: FOR T HE 01-1-5h I ULIV, USE I HESHME q -Vra-II--ra...nmr
FIGURE 1: FIGURE 2:
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE4: FIGURES: FIGURE6:
1
0 •
ANCHOR CAPACITY ADJUSTMENT FORMULA:
DP„) 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 2-4 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 PRES$UR&TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083T5 AND BE A MINIMUM OF A25'
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 WOOD MAY BE STEEL, 18•8 S.S. OR 410 S.S.
PRODUCT REVISED
Plying with tf . Florida
Building Codc o218Accep4mrceTao )
Ex imti Data e
ByMiami c rodoM
is
oto. saTos
tV =.
A '• `T lE OF
A.
FL P.E.# 58705
TABLE 2A
Mu61on CapacIty Table ba7ft4
Opening Width (foroertica"panili g mUltons) or Opening 14elght(for hodzon(a"pemfig m6dlorls)
501n 601, 701n 00 In DD In 100 in 1201n 1401n 10D In
I x 2 %.375
Reatarolllw
Loading
TraPrrdaro.
Loadlro
Reataroldar
Laedro
T.Pr7nan0
Castling
ReetavAer
Loadlro
Tr&WOOg.
Loodrg
Reelangular
L.00ng
TiePFTwrg
I.-dag
ReClaeguisr
Loe78g Tfap(Toarg. Losdne Reoleroular
L-*g
TrapTdaro.
Loadlro
Reamnouler
Loadlro
Tmprrdarg.
Loadro
Redsvigular
LogOkg Tray Oaro. Lmdlro Racls,gularuedDg TreP7Td.ng
Loadlro
AIUm. Tube
m Ilion
23
42 in 17MG 620 170.0 435 151.31 802 170.0 478 129.71 662 17aD MR 113.E 052 168.E Gill 1000 W2 1SS.9 617 90.a 602 1689 517 767 W2 15&
0r
64.9 682 N109 017 W..7 6172 lake 517
401n 121.6 607 13a0 Ale 1014 507 119.2 410 06e 507 100.7 409 75.0 507 1026 399 67.0 507 99.5 397 60.8 607 99.0 396 Go 501 990 43.4 607 90.0 396 38.0 507 fe-o 396
50.625 In 103.7 450 114.6 379 88.4 AM gag 371 74.1 458 90.5 354 84.8 AM 84.0 360 57.6 458 81.3 357 61.8 466 0.0 356 432 456 00.0 37.0 456 800 350 324 450 80.0 366
64in 85.4 AM 83.3 336 71.2 400 00.9 32S 61.0 400 72.7 322 53.4 400 87.3 310 47.5 40D 84.0 315 427 400 62.3 314 35.0 400 01.8 30.5 400 61.0 31S 26.7 400 61.e 313
601n 623 324 68.9 276 51.9 324 57.6 270 44.5 324 51.2 254 399 324 46.0 260 34.6 324 43.9 257 31.1 324 42.0 266 2a0 324 40.522.2 324 40.5 253 19.6 324 40.5 253
631n 53.5 294 57.4 252 44.0 294 49.2 246 38.4 294 43.6 241 33.6 294 39.0 237 29.9 294 37.1 234 2d9 294 35.2 232 22.4 204 33.5 19.2 22S4 33.4 230 16.0 291 334 230
a4a0 266 49.6 230 39.0 268 424 225 33.4 280 37.5 221 29.2 250 34.1 210 2a0 268 31.6 215 ZKA 268 29.0 212 19.6 258 20.0 10.7 268 27.7 209 14.6 269 27.7 209
721n 3d0 225 37.9 196 30.0 225 32.2 191 25.7 225 20.4 108 226 225 25.6 186 2D.0 225 23.6 162 1Q0 226 221 180 15A 225 20.3 177 12.e 226 19.6 176 11.3 225 19.6 111
761, 30,5 202 32.0 177 255 202 27.2 173 21.9 202 23.9 170 10.2 202 21,6 202 19.7 165 16.3 202 10.4 163 128 202 1S.7 150 10.9 202 15.A 158 9.0 202 15.6 IN
70 in 28.3 192 29.6 160 2ae 192 25.1 165 20.2 192 220 162 17.7 192 1a7 5D2 10.1 157 14.2 iD2 16.8 166 71.6 192 15.2 152 10.1 1192 144 160 a9 192 14.2 150
90-In 15.5 144 19.0 120 15.4 14) 78.7 126 ffi08In152IT/ 15.5 113
TABLE 2B
Anehor Capacity Tablejibe)
Anchor Cllp Patterns
SrrWlmts; 2.7KConarate 3.5k Cone. K01ftCMLF PT 11b00 801e1
Aneher T7Pe; 3I1W EIM UNpiew 1f4'Eka MUaom 5l10' Ek0Ullmann o Ultme.n 114"Elea Maim 11V S9 E100
ADgiOCAIM
5'/C EkeElea
MbxanrSoD10 81ee1w(05) a12 8Me1so-(05)
U12 Sleel
Suew(05)
Edge Dlslence (m): 1'2.12' 1'241? 34w• 1' 2-VC 2' 3418'0.48' 0.54' 0.324
Embedment D0: 1-Y4- 1•314- 1.Y4' I've r 1.114' 1-1N- 1-114' Id14' 1.114'1-wrI 13f8' wdas
2AwIim 4.75'MIn.0.C./61aMertl orOsetClip(Fig. 1) 390lbs 390 a* 450108 890 Ibs 16444p N131ft 280 IN 3541bs 7401DS 3741DS 664 Its 341 lbs 442lea 560 bs
4Amh-0I.1Y Min.O.C. I Slelldeld W 09ae1) Clip(Fig. 2): 460ID4 T00m WA NIA NIA3031DS WA NIA' WA WA602 ke 665 ft 1
IDs4Ancnuq ®3' Mil. O.C.1 (2)2a5 Ange Clips f (Fq. J7 T80IDs 7601Ds 680 As 1500Ibs 18981W 560IDs WA 78010s 7/01M e8D lbs 8021Ds BBS IDs
112AnchorsQDAYMin. O.C.1 U471p, Into.12V Alum. (Fg, d): WA WA WA WA NIA NIA WA MIA WA WA A WA
711AmhafIF-dlp Fg. 57 795 bs I%IDS 2251DA, 445 me B221Ds 140Ws V71bs 370!as 181 Ibs 332 IDS 1701b• 224 IDS 2WWe
2 AnehOfa 1.15' MM. O.Gf F47i Fig, 871111 2409w 350 IDS WA WA NIAim Res NIA NIA I WA I WA I WA 341 !be 4421Da r 5601Da
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS 7 HE STANDAHU Cur.
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 WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
FIGURE 1: FIGURE 2: 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.
FIGURE 3
1i -0-1
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4; FIGURE 5: FIGURE 6:
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 1S 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 SHEETS21-23.
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 SEA MINIMUM OF .125'
THICK, STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (16 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.
IDF
PRODUCT REVLSBD
as wroplyin6 wilh Am Fi04'iltll
Building Cod4
Acaeplanea NO
1,
ON ( LY101 AI/ /' z
No.SU705
TEF ((2,
ONA- A. ONN MILUF , P,E.
FL P.E.# 58705
TA131 c '4A
Mullion Capacity Table Ibe/fes
Opening Width (for verNcaly-sper9V rig mullions) or Opening Height (for hodmonlaly-spamnq mullions)
60 in SO In TO In so in 901n too in IN In 1401n 160 In
1 x2.75x RattngularLoadng Trep'Tdev
Loadno
Rectan9d•r
Loading
Tnprrdang.
Loafing
Rectngaler
Loadrlg
7MplTdng.
Wing
Ractangdar
Lwdng
Trep'Tdwng.
Loadng
11.1-old.
Laadim
TWTdeng.
Lowing
Redenodar
Wdng
TnpRdarg.
Loading
Ract•ngul•r
Loadrp
TrlrpTing.
Lowing
Rectangd•r
Loading
Traprrdeng.
Loading
Rectnguln
Lowing
Traprnl•ng.
Loadng
375 Alum.
Tube
Mullion Ze
Dyq fe yc# gB iggyyg
Eg
fi fr p B f17 5 a
g
I$e •
y
Fr 7t # 6gY_p
L'
d
gg ryF'
9$
gg
1 $
5e 'jp frp
8 1 1 $.
g fr j¢S
L
r
42N 170.0 620 170.01 435 170.0 744 170.01 478 170.0 Boa 170.0 508 170.0 992 170.01 510 170.0 111e 170.0 621 170.0 1240 170.0 521 148.7 1301 170.0 521 127.6 1301 170.0 521 111.6 30t 770.0 521
481, 170.0 Too 170.0 624 170.0 630 170.0 SM 170.0 092 170.0 830 170.0 1133 170.0 661 151.E 1139 170.0 877 138.E 1139 170.0 6. 113.9 1139 170.0 680 97.5 1132 17OA OMW BSA 1139 170.0 680
50.625In 170.0 747 1T0.0 963 170.0 BBB 170.0 631 87.8 1D32 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 f032 170.0 768 83.9 1032 170.0 756 73.4 1032 170.0 755
54In 170.0 797 170.0 612 161.3 907 170.0 691 130.2 907 164.7 730 907 1525 720 107.5 907 145.0 714 06.0 907 14d.1 710 80.8 007 140.0 709 69.1 907 MA 709 60.5 907 140.0 709
1N.1 73S 161.3 623 11L0 7JS 130.3 811 100.E 7b 11Q0 69B 735 106.2 680 7D.4 735 99.5 687 70.5 735 05.1 fi7B 58.6 736 91.8 6N S0.! A3 91.8 674 4L1 715 Bt.e 67!
721.9 668 130.0 670 101.E 668 II1.6 657 6T,0 668 96.9 5/7 868 OO.I 538 87,7 588 03.9 W1 60.9 666 79.8 BM 50.6 866 75.6 S21 47.5 666 75.6 621 36.1 668 75.6 621
108.0 B07 112/ 522 88.3 607 N.I 511 73.7 807 85.0 501 I 607 7/.1 493 58.8 607 71.3 488 53.0 807 ei.e 81 44.2 607 8J.1 476 ST.9 607 62,7 47! 33.1 e07 e2.7 474P7881.8 S10 65A 44J 86.0 510 7J.0 4N 58.9 SIO 64,7 428 610 579 419 45.4 510 63.3 tl 40.D 510 60.0 IOa 3L0 610 IS.9 402 29.2 SIO 44-1 30D 25.5 510 M.3 3B0
69.4 450 72.5 400 57.8 458 61.7 392 49.6 455 54.1 385 4S4 48.8 378 30.6 458 MA 373 - 34.7 485 41.6 365 26.9 459 37.7 JB2 2A.8 458 36.0 359 21.7 455 35.7 356
04.2 435 67.0 301 53.5 435 SB.e 373 45.9 435 49.0 368 435 14.7 360 35.7 435 40.9 355 321 435 36.1 351 26A 435 34.4 344 22A 435 32.6 341 20.1 4N 32.2 340
41.5 327 IJ,1 290 34.8 327 30.4 285 29.9 327 31.8 230 20.1 327 26.3 275 23.2 327 26.7 271 20.0 327 23.7 263 17.4 327 21.0 262 14.9 327 19.3 250
00 N 34.4 287 35A 257 20.7 287 20.9 252 24.0 257 26.0 246 21.5 2a7 23.1 244 t9.1 287 20.9 240 17.2 207 19.3 237 MA 287 18.9 232
We In 24.2 227 24.7 205 20.2 227 20.8 201 17.3 227 10.0 too 16.1 18.0 195
111In 229 21S 22.7 19/ 1l.B 21S 19.1 791 15.9 215 16.6 188
1201n 17.6 FIT.8 167
Anchor Capacity Tablejibs)
Anchor Clip Patterns'
Subwtnate: 2.71; Coro1.1• 3.5k Cana. 1 Hot-CMU Faed CMU PT WDW Ma1a1
rypa' Y18' Eko Uliraoon 111' Eko UOncon YIV EkoUMacan Y70' EICO UUaron 1/4• Eko Uar•cn 1IP SS Eko
AppeG•kt
5/1V Elco
UK..
1W SS Eloo
AypnGat"
e10 Sletl
Stow (05) 01281ee1SCRW (G5) 112 SteelScrew (GS)
Edge lxetanae(N): 1' 2-1/l 1' 2-1r2' 3-1/8' 1' 2-1r2' 1' 2-I 2' 3.1/B' 1 r 0.48' 054• 0.324'
EL1td l (N 1-3/4' 1-Y4' 1-Y4• 1-Y4' 2• 1-1R• 1-114' W14• 1-114' 1.114' 1-U4• r 1J18• 131a- woes
ort2Anch4.75-MN. O.C. I Standard. OSael Clip(Fig. 1: 3 Iba 390ibs 4501b• 890lbs 1844lbs 270 Rb 2801b, 354 Ihs 7401bs 3741b3 aa4lba 9401ba 341ax 442Its 560@t 4Anctnrs®
1.15•Min O.C. I Stendand(ar Orms!) Clip(Fig. 27 460W 7001b3 WA WA WA WA 380IIn WA WA WA WA WA 6621be 9851ba 1120 ke 1
Anchors ® 3' Min. O.C.1(2) 235 Angl• Copt I (Fig, 3): 780 arc 7BO ks 6801bs 15601ba 16961ba 540 Iba 5601be WA 76D Iba 7481b6 8801os 10921bs 002 R. e351be 1120 k1 2
Arch- Q 0.45• Min. O.C. 11142 NIo.125• AN..(Fig 4} WA WA WA WA WA WA WA WA WA WA WA WA WA N/A T15 Y» 1
Anther/ FLiip (Flp. 51: 1951bs 1951b 225 b. 4451he 22 ks US Iba 140Iba 1771bs 3701ba 107 the 3321bs l73IM 770 Iba 221 the 2801ba 2
AnoMrs 1.151Min. O.C/F471v F,$): 2401bw 3501W WA WA WA WA 1g010s WA NIA WA WA WA 3/1 Aoe 1/21be SBO ke NOTE:
FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS T HI_ b IANDAKU CLIP. QmD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE
1: FIGURE 2: FIGURE
3: Fe *-
IF* 01 ANGLE
CLIP MUST BE USED IN PAIRS. FIGURE
4: FIGURE 5: FIGURE 6: ne
TABLE
NOTES 4NCHVK
CAPACI TT AWMI IMCNI FVKMVLA: DP ,)
X (ANCHOR CAP.,,o,,,,,,\ _ ANCHOR CAP., MULLION
CAP.,a,,,ae 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. 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 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 A #12 ANCHORS INTO WOOD MAY BE STEEL, 1" S.S. OR 41D S.S. - eh
CS'
o
PRODUCT
RF.V ISBD as
camplyina wish Iha FlorlrL Building
Coda 021$ AcoeplanceNoBxpimlion
Datt] 111(
LYi14V•'////ii a-,
cENSF P G.
g 16 fL_ 7
S
tE P 4,' O •'•.
FlOR10P.•' A'
4Y'PLA ty11 1,ER, P.E. FL
1'.C.# 58705
TART F AA
Mullion Capacity Table Ibs7Re
Opening Width (for vertically -sparring mJhons) or Opening Height (for hodzMa"pemrg fridiorls)
501n 601n 701n 501n 00 In 1001n 120 in A01n 160 in
1 x 2.75 x Recto 1p WLoading
TraprDWM
Loading
R woslar
Loan9ng
argTreplTd.
Loading
Reotanpllr
Loaft
TrapRnrq. Loading
Reclear
lgrlLeading
Traprrdarg,
Leading
R.
Wgrkr Lwdng
kWdarg,
Loading Red0fWar
Lwdng
TraprTdan9. Loading
Reet.
01.
Lading
111WTdem. Leering
Reolergular
Loading
TraprTdant,
Lartng
Reeterw
Leading
Tap/
rTdarg
Leadni;
88Tube0A1um. Minon
D
y,•
d. n
y'_
P
ggg'_ F'
F
k• F F _y R P'_ i$j
yg
3
z• g
R3• F
F$•_
B gy'..
B g.•
y
@
A
g•
421n
170.
0
dM
170.0 435 170.0 TN 17010 476 170.0 W8 170.0 500 170.0 992 1T0.0 510 170.0 1118 170.0 521 110.0 1240 1T0.0 521 170.0 1466 170.0 521 156.7 1e20 IT0.0 521 138.8 16" 170.0 521 thin 170.0 700
170.0 524 170.0 650 170.0 58/ 170.0 992 170.0 63 1170.0 1133 170.0 Bet 70,0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 Ball 121.5 1417 170.0 6a0 100.3 107 170.0 660 50.625In 170.0
747 170.0 Sell 170.0 896 170.0 631 17MO 1040 170.0 654 170.0 1$95 170.0 723 162.8 1206 170.0 747 146.J 1260 170.0 750 121.8 12B8 170.0 750 101.5 126a V0.0 750 01.4 1286 170.0 756 541n 170.0 797
170.0 812 170.0 VA 170.0 691 170.0 154 150.7 1130 170.0 503 133.9 1130 V0.0 837 120.E 1130 170.0 558 1013.5 1130 170.0 Bel 8t1.1 1130 170.0 551 15.7 1170 170.0 601 60In 170.0 885
170.0 701 146.5 015 102,3 781 144.5 746 109.0 015 132.3 735 97.0 915 123.9 720 67.9 915 sI&S 720 7&2 915 114.4 715 02,6 015 144.4 715 64.0 915 114.1 715 631. 151.e 830
141.9 710 126.5 030 138.9 604 123.2 681 94.9 530 112.2 670 04,4 5W 104.E 602 7&9 WO 99.4 650 032 830 04.5 649 54.2 00 94.1 640 47.4 03D 04.1 649 5 b lain 132.
1757 140.0 850 110.0 757 119.E 030 t7V 105.9 624 2.6 767 1 614 73.4 757 89.1 ON 08.0 767 04.2 600 WO 767 70.0 503 47.2 757 7&2 Set 41.3 757 78.2 501 0 J 72In 101.
7
036 106,$ 552 04.0 ON 91.01 610 60.1 570 63.6 830 72.2 521 5&5 636, 6(l.S 511 50.9 870 627 506 12.4 638 57.2 500 36.5 830 5&J 497 31.0 B3B 55.2 487 7O M 88.5
571 90./ 4B6 M.1 571 78.6 188 87.1 470 61.1 571 00A 471 48.0 571 555 4B4 13.2 57l 51.8 159 36.0 5T7 47.0I 30.0 571
4/.
a N7 27.0 571 N,S N6 781n 00.0 542
3.4 474 60.7 542 70.5 465 62A 456 50.0 542 ST 449 44.4 642 S1.0 N2 40.0 542 47.5 437 3&3 642 42.9 28.8 542 40.6 425 25.0 642 40.1 423 901n 52.1 407
SJ.7 3(l1 43.4 407 4SA 355 37.2 407 39A 749 32.5 07 35.3 343 28.0 407 32A 338 26.0 407 29.6 334 21.7 407 20.f 16.8 407 24,1 322 18.3 407 23.0 3BO In 42.9 35644A32035.8 358 37.2 311 30.7 358 32.4 300 25.6 355 26.8 304 23.0 350 28.1 sw 21.5 356 24.0 206 17.9 350 21,0 15.3 358 19.2 2B4 f06M 30.1 283
30.8 255 25.t 283 25A 251 21.5 263 22.5 247 16.0 283 19.9 2N 261 160 240 15.1 251 16,611 h 27.6 20726.3 242 27.1 287 2&6 2JB 186 207 20.B 275 17.J 2B7 16,3 2J1 j16 2B7 16.5 27d 1204t 22.0 22B
22.3 20B 18.3 229 1&6 20S 15.T 2M 16.2 202 TABLE 4B Anchor CapacItV
Table Ibs
Anchor Clip Patterns Subetrele:
2.7k C-
ete 3.5k Caw. I 1logew CMU Filled CMU PT WoOd Metal Ancnr type: 9/1B'
Eko Ul6ecwl 1l/' Eko UMrecan 5I76' Eko1!4' Ullrxon 1N• Eko U..wIAVecmAggreGatr 9 Eko 5718' EkoUllrecon7N' SS EkoAgFeGetW IO Steel S-(05)
g12 31ae1
ft a (
G5) e1251etl
Sa (051 Edge
OlaLnce
m). 1'
2-Ir2' I' 2.112' 3-U8'2•ll2' 1•2-ifT r 3.178' r 0.4r 0.54' 0.324' M)I-W4- 1.
314' 1-814' 1-314' 2' 1.1l4• 1-1/4' 1-114• 1.1IP 1.114' r 1Jla' 13R' corks 2 Awhm Q 435'
Min. O.C. I Standd r O6stl Clip (Fig. 1): 390 It 39D be 4501be 8901w 1644 Oe k16'o 280lbs 354 lbs
740
9n 3741a 664 Mir 9461be 30 lbs 442 Me 560 lbs 4 Anchor Q 1.
W Mk. O.C.I Standard or O9se0 Clip ft 2): 4901w 7DO Os WA WA WA300lbs WA WA WA WA WA 6B21ba 51 112014 Anclwn Q V Min. O.C.1(2) 2s5 Anpk a" I (FIO. 3): 760 bs 780 It 080 ka I500 Ibs 1095 ke See IW NIP 750Ice 748 lbs 880 lbs ie921be 6621bs 885 bs 1120 lbs 2 ArctwnQ0.45'MkL
O.G l Uaip, Inlo.125' Alum. (Fiµ4T WA WA WA WA WA WA WA WA WA WA WA WA 7150e1 Arcer I F.Ckp (Fig. 5): 1951be 1851w 225 Os 445 Oa B221bs 140 lbs 177 fa 3701bs 167 lbs 332lbs 4730s lie Os 2211901banQl.13' Min.00JF{N (F .5 2401be 3500a WA N!A WA190 ft WA WA WA WA WA 341 Ibs 44210a 580919 NOTE: FOR THE OFFSET
CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 11. 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 WILL YIELD
A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED
TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM
THE ANCHOR CAPACITY TABLE. FIGURE
1: FIGURE 2:
TABLE NOTES: 1) SEE SHEET 1
FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1111 • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE T. r-'p • • •
ANGLE CLIP
MUST BE
USED IN PAIRS. FIGURE 4: FIGURE 5:
FIGURE 6: 11 1I J • • 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 690. 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 (16 GAUGE). STRUCTURAL STEEL TO BE AT LEAST A 25' 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, 18,5 S.S. OR 410 S.S. V X 2.75'
X .650' MULLION OI PRODUCT REVISED cu
complying
with gm
Flori& Building Code bIj j,
Q3 A-plela No QD1
Espifalirxr Dak / C1'lr*..'tCk.IJSt '•.
it.u.585 D
z S OF .•.W.
IAti\ Illrlltlt•.
t A. LYNN
MILLER,
P.E.
FL P.E.# 58705
Mulllon C apaofty Table Ib,n
Opening Wldih (for ter5calVsparnirg mullions) or Opening Height (for h0riaort8Ry-spaMng mJfiow)
501n 601n 701 801 go in i001n 1201. 1401n loom
1" x3.125" x
Rectrpdr
Loedng
1fep7 em.
Lowing
Retlarqulw
Ladng
TrWT4-D.
Loading
Reolen9uler
Ladino TtWTdNVLowing Rectwillar
Ladnp
Tnp/llletp.
L-&9
Roclanplr
Loedrlp
hep7TAanp.
Loacin9
fw wn911r
Ladng
TnplTllen9.
Loedn9
Ractnyuler
Loed'ng
TreplTdmp,
Ladn9
RwienWer
Loadrp
Tre1JTAenp.
Uedl g
Reclangtler
Loedn9
TtapfTdan9.
Lowing
500"Alum
Tube Mull
r_
a
1u
r
g8
u
r
yiz
di d
z• r_
did a
n
u
d
a
d
22
yg
d
6 618
F
s
F
d
k•
d i 3 g e
P
a s
z'',.
421n 170.01 620 170.0 435 170.01 744 170.01 478 170.0 Bee 170.0 WS 170.0 1 902 170.01 519 170.0 ilia 170.1) 1 521 1To.o 1240 170.0 521 170-01 1480 170.0 521 170.0 1735 170-01 521 154.4 1802 170.0 621
481n 170.0 703 170.0 524 170.0 W 170.0 554 170.0 M 170.0 Mg 170.0 1133 170.0 601 170.0 12T5 110.0 677 17D.0 1417 170.0 1380 157.7 1577 170.0 6a0 MA 1577 170.0 600 116.2 197 170.0 no
60.625 In 170A 747 170.0 503 170.0 W6 170.0 031 170.0 104a 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 17ol) 1494 170.0 756 141.7 1495 170.0 758 121,5 1495 170.0 755 196.3 1495 170.0 766
641n 170.0 797 170.0 02 170.0 956 17(W 891 170.0 1110 170.0 754 170.0 1275 170.0 803 160.1 1401 170.0 637 149,6 1401 170.0 850 124.E 1401 170.0 661 108.E 141)1 170.0 551 03.4 1401 170.0 001
Win 170.0 865 170.0 701 170.0 1001 170.0 797 1565 1166 170.0 678 138.7 1156 187.0 925 1213 1156 1$8.5 OL7 111.0 1150 149.7 010 02.6 1160 114.6 BOJ 79.3 1156 144,5 9D3 60.4 1158 1M.5 001
631n 170.0 930 170.0 745 159.6 f019 170.0 850 137.0 1049 155.5 B60 119A 1049 141,7 816 106,5 1049 132.0 BJB 95.9 1dD 125.5 526 70.0 1049 116.1 620 66.6 tots 118,0 619 50.9 1010 110.e 819
961n 106.6 955 170.0 789 139.0 SW 151.3 404 119,1 955 133.7 788 104.2 055 121.4 775 92.0 955 112.6 765 03.4 955 100.4 767 69.5 955 99,0 740 59.0 965 90.7 748 52.1 OB 05.7 748
721n 125.5 SO 134.9 697 107.D 603 114.9 682 91.8 803 101.1 670 0.3 W3 91.2 659 71.4 803 03.9 619 64.2 BO 78.0 842 53.5 BO 72.2 632 45.0 503 A 628 40A BMW 69.7 027
701n 100.2 721 114.1 629 01.0 721 97.0 616 78.0 721 85.1 GO 66,3 721 76.6 505 60.1 721 70.1 586 64.6 72L 65.4 570 45.6 721 59.1 580 39.0 721 58.6 561 34.1 721 58.1 503
761n 101.0 684 105.4 509 04.2 6M 80.4 557 12.2 684 70.4 570 6&1 664 70.4 587 56A 664 04.4 S58 50.5 W4 50.0 551 42.1 68F 54.1 541 36.1 084 51.3 530 50.8 Su
90 h 65.6 514 87.0 458 54.6 514 57.3 448 47.0 514 50.0 MO 41.1 514 44.6 433 30.6 14 40.5 427 32.9 6% 37.3 421 27.4 514 33.0 412 235 514 30.4 406 29.0 403
901n 54.2 452 55.7 401 15.2 4S2 17.0 3B8 30.7 452 40.D 380 33.0 452 36.4 364 10.1 152 J2.8 178 27.5 452 J0.3 37J 22.6 152 20.8 365 19.4 452 24.2 359 r20.6614
22.0 155
105 Mn 36.1 351 3B0 122 31.7 357 32.7 317 27.2 357 20.4 312 23.9 35725.2 108 21.1 357 22.7 303 19.0 357 20.6 209 15.9 357 16.0 207 13.9 1ST 15,2 207 15.0 263
38 35.8 300 20.2 3J6 30.1 301 25,0 318 261 296 21.0 3J8 21.1 202 19.5 335 20.0 268 17.5 JJB 19.0 284 l4A 938 18.3 278 123 376 11.6 275 13A
289120127.7 289 28.2 2a1 23.1 2" 23.7 259 19.6 260 20.5 256 17.3 269 10.5 252 15,4 289 16.9 248 11.0 269 If.9 210 11.8 289 12.6 210 9.9B. 10.4 232
Anchor Ca eeltv Table Ibe
Anchor Clip POW ma
Suoauale 2.711 cocnie 151,Gnt. Hoilow CtAU I Faed CMU I PT Wcw I Mad
AMhor Type' 3/18' Et cc UAr4cm 114'EKOUlracon yllr
anUllman yt6'Elco U11aa1 EK -on 1H' re EKoAgveosr
dt6' EKo
UAW.
114' SS EIC0AggreGdor Alo StedStlee(05) e12SteMS11M(G5) e12 $led
811M(GS)
Edge 0slarce OM 1' 2-V2' V 241r 3.119' 1' 2-V2' 1' 2-V7 2' 1 3-V8' 2' 0.A81 0.51r 324'
Embedneot Imy I V4• 11wr I- WP 1.94' r 1-1/4' 1-941 1-1/4' 14111' 1.114' 1 1-114' 2' 1•ye' 1S'B' vales
2Anchon @ 4.76 Mln O.C.f Siardam crow[G 1 390 IDS 3 " 450 Ms 8901ts 1644 los 2/01bs 200 Its 3541a 7401os 3741os Its 9461s 341103 442 ta bwSs
4 Ar411as C 1.15• MIL O.C. / StanMid v Ofaei) Cep (Rg 2) 480 Dts 70D Its NIA WA N/A NIA 380103 NIA WA NIA WA WA 6821os 6551x 1120 xa
4Archm ®3'M1. O.C. I(2)215 Anse Cls l(Fl 700 IDS 70010a 6801" 15B09s 1006 D] 540Ite 660 es NIA 7601% 7481os 8801oe 1892 its 652 bJ 885toe 11281h1
3Arclon0.45'M1.O.G. I UCIP• UM Allm.(Fg4/ NIA4')1 WA NIA WA NIA N/A WA NIA WA NIA WA WA NfA IVA 17J
1 Arch./ F O (Rg.3 196 Ds 195 Ite 225 los 445 C5 62211 135 Ds 140 9s 177 DS 370 to$ 18710E 332 It. 473 The 1701os 22l We 2001W
2 Archm 01.1 W Ulm O.CJ FC OF; 4 240 Gs 3501s NIA WA NIA rNIA 1B0 xa NIA WA NIA WA WA 341 us 412106 560 p5
NUTS: 1-OR I Ht Uhr5tI ULIP, USt IHt SP.Mt ANUHUH YAI I LN1 I11VLI
FIGURE 1: FIGURE 2:
FIGURE &
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
TABLE NOTES
ANUHUR UAFAUN T AUJUbIfAr 1rVRmuLA:
DP-) X (ANCHOR CAP.,,e,,,,,,\ _ 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.
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 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 A30. 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.
P12000C1• REV ISBD
ns complying wilh nx Ffaride
17101ding CodeNoAccept1 21$•O3 ance4Obe '
rai Daon
Dator4odua J,
021 ny
Mide 1111111111//
Nu.
55705 O (..-
v •' AEI; i7('•.
Fl
ORLO' SfOHM-
A.
LYW901)I.LER, P.E. FL
P.E.# 58705
Mullion Capacity Table Iba1R2
Opening Width (forvaRiealty-speMng mullions) or Opening Height (for rodzonla"parY9rg mullions)
501n 601n 701n 801n 901n WO In 120 in 1401n 1001n
1 %4%.125
Rectang.lar
Loadnp Tmprrdut9. Looting R-Nn9Jar ILoadn9
TraWrbnp.
LoadnO
Rectangular
tosdnp Trap/bianp. Load RscterpJv
Laadrlp
TrepRderq.
Loadrl9
Rxlenpls
Loadrq
Trop/Td.9
Wdnp
RaotanBWr
Loedn9
Trap/Tdan9.
Lsadlq
Reeten9lW
loadsq
TrepJW.V.
LoadnB
Rcclarquler
imdrp
Trap/7denB•
Loadnp
Reclan0ulm
Los&Ip
hepRderlO.
I.-In9
Alum. Tube
Mullion
d
x3S?
3
5Q
iS cypS
SB6t 5 .xa5@
d
56 yg '
ci c; nEE¢ d
58 3 3 56
ztg51 gtrgi
T6¢t
gF _
d5 i
1$
1
8y 8d T0i `
I
c3@PSI
gd
iE
a75 ,
5E
@
xSgSF
d
4-2In170.0 620 170.0 4M 170.0 1" 170.1 476 170.0 6041 110.0 500 170.0 002 170.0 519 170o 1116 170.0 621 170.0 1240 170.0 521 170.0 14es 170.0 5'11 145.8 1469 170,0 521 127.6 1409 170.0 521 481n
170.0 706 170.0 524 170.0 850 170.0 5e4 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 150.3 1303 170.0 680 130.3 1303 170.0 650 111.7 1303 170.0 880 97.7 1303 170.0 8B0 50.
6251. Wilk 747 170.0 563 170.0 696 170.0 631 170.0 1016 170.0 e64 170.0 1195 170.0 723 156.1 1235 170.0 747 140.E 1235 170.0 756 117A 1235 170.0 156 100.4 1235 170.0 750 87.0 1235 170.0 754 541n
170.0 797 170.0 612 170.0 9W 170.0 691 170.0 11111 t70.0 754 154.4 1158 170.0 8D3 U7.2 1158 110.0 B37 123.E 1158 170.0 850 1029 1158 170.0 861 55e.2 1150 170.0 861 772 1158 170.0 861 601n
170.0 BB6 110.0 701 188.7 1042 170.0 797 1429 1042 161./ 832 125A 1042 146.7 015 11L2 1042 13&8 801 110.1 1042 130.2 711 63.4 1042 125.1 702 7t.5 1042 12&1 762 62.5 1042 125.1 782 63N
170.0 9W W0.0 745 161.2 992 163.6 819 129.6 902 144.4 799 113.4 B92 131.0 782 100.E 992 121.4 758 00.7 092 114.6 75a 76.6 992 106.4 745 64.5 992 108.0 7" 56.7 992 103.0 741 s
55In 195.4 947 170,0 769 WA 947 146.0 766 116.1 047 130.3 766 103.4 04T 117.7 752 91.9 047 105.7 738 52.7 B17 102.2 727 68.9 947 95.1 713 59A 947 04.0 711 51.7 947 94.0 111 C
72N 135.9 B19 1427 737 113.2 849 121.8 722 97.0 610 108.9 708 84.9 849 96A 008 75.5 619 Bb.T 686 87,9 619 e27 675 68.6 849 76:3 659 8.6 619 726 652 425 819 72,/ 651 J
70h tf6.6 762 120.7 685 96.3 782 102.8 652 62.5 7B2 90.0 0 72.2 782 80.9 62D BI,2 762 74.2 620 S7,B 762 89.2 615 46.1 762 62.8 602 11.3 7B2 69.9 597 38.1 702 69.4 695 9
f78 in 108.9 724 111.4 831 88.0 721 94.6 621 76.3 724 62.0 809 60.0 724 74./ 699 58.4 724 68,1 591 63.4 724 63.4 683 44.6 724 67.1 673 J82 724 51.3 687 33.4 724 63.6 565 90
In 69.6 543 71.0 453 68.D 543 60.7 474 49.7 5A 629 488 43.5 U3 47.1 456 3&e 643 428 452 34.8 643 39.5 446 29.0 643 34.9 4M 24.8 U3 32.1 430 21.7 643 30.7 426 06In
57.3 476 58.9 427 47.6 478 4113 419 40.0 478 43.2 412 35.8 470 38.6 400 31.8 470 34.6 400 20.7 416 320 395 23.0 470 28.1 W6 2D.5 470 25.6 380 17.9 478 24.2 376 I00In
0.3 777 41.1 341 33.5 377 34.6 336 20.0 377 30.0 370 25.2 377 24.6 325 224 377 24.0 321 20.1 3T7 22.0 317 18.8 377 19.0 310 14.4 377 17.1 30/ Ill
In 37.1 357 37.6 J23 30.9 357 31.8 316 26.5 357 27.8 313 23.2 357 24A 300 20.6 357 22.0 305 10.6 357 20.1 301 15A 351 17A 204 I20N
20.3 708 2B.e 270 24.5 me 26.1 274 21.0 305 21.T 270 18.3 300 10.2 2S1 10.3 306 17.3 M3 1//
N 17,0 112 17.2 186 AnchorCrupael
Table Iba Subalnts:
2.7k Core.le 35k Core, Ho9ow CMU Fled CMU PT Wood Metal Anchor
Clip Patterns Arclbrrya'
3/18' Eko lAtracon 1I4' Eko lNlrecan 3116' Eko UlVzonY18' Eko Utreeon Ud' Eko Ulbecon 1I6' 63 Gko A99re0alar
511
B' El Ull.
1/
4' SS Eko AppreGalaf
Y10 Steel 6arew (05) Y12 Steel Son:w (GS) 012
Stetl Sttlnr (
G57 UP
Dlelanse(N7 1' 2-1W V 2-tfl 3.719' 1' 2-1/2• 1• 2-In' 2' 3-U8•E
0AW
0.54• 0.324' EmDMmm10n1:
1-L4' 1-3/r 1.31r 1-3Ir 2' 1414' 1.114' 1-1/4' 1.114' 1-1N' 1.1M'1'/e' 1316• 0. 2Anoh.
m Q 4.76' Min O.C. I Btmded or Onset Clip(Fq. 1&2y 390 bs 39010e 450 aw B90 lbs 16441ba 270104 280 lb. 354 lbs 740 IN 374 lb. 664 1bs 341 8q 4421bs tbs 4
Mchaa g! 2.25• MIn. G.C. l 6br1der0 (or 08se0 Cllp (Fig. 3): 700 The 7001 W 5B0 Nn 14101ba 952 bt WA 6601ba WA 830 R. WA 880Ibs6621bs 8B51ba 1120 lb. B
An horn 4p 1.tV Min. O.C.I Slsnderd ("Olbel) Clip (Fig. 4L 9801bs 14DO lb, WA WA WA WA 700 Ibr WA WA WA WA1383 Ins 17701bs 2240 ba 4
AmWs 3' Min O.C. / x 2x5 Angle (Aps 1 Fq. 5): 780 lba 780 R. 680 0u 1580 lbs 1BW ba 640lba 5601bs WA 760 lbs 746Ibs BW IM 682 lbs 883It. 71201bs 0
Anctq Y Min O.C- / (2) 2x5 Arab C48I (Fq. 6): 11701ba 11701bs 1020 bs 23401ba 2644 W 810 R. 04015s WA 11401Ds 11221b4 1320 W 1022 The 1327 lbs We U. 4AMh=
@D.45.Mln. O.C. lU471p, Jnt0A2VAWm. (Fq. 77 WA WA WA WA I. WA WA WA WA WA WA WA NIA 1430 nn 2
Anthers @ 2 25MIn O.C/ F42(p (Fq. Bt 350lbs 350 ks 2901bs 705 FA 470 ae WA 250 Iba WA 315 as WA f401ba3H M 442IN 5601be 4
Amt.. Q 1.W Min. 0.01 F-Oq (Fig. 4 480 It's 700IM WA WA WA WA 3W lb5 WA WA WA I WA WA 882 ks B851ha 11201bs NOTE:
FOR THE OFFSET CLIP, USE THE SAME ANGHUK YA I I tMN ANU ANCHUK VALUtD Ab I MM a FIGURE
1: FIGURE 2: FIGURE 3: FIGURE 4; FIGURE 8: FIGURE 9: U.
P-10. FIGURE
5: FIGURE 6: FIGURE 7: ANGLE
CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. 1.
TABLE
NOTES ANCHOR
CAPACITY ADJUSTMENT FORMULA: DP_)
X 1 ANCHOR
ULLIOCAP.,,
e,,,,,, _
ANCHOR CAP.,,, MN 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 1) SEE
SHEET 1 FOR INSTRUCTIONS ON USING THETABLES 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 C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE
WITH AN SG OF 0.65. 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 .12V 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. 1.000- )-
4.000'
IF .125'
1•
X
4'XA25' MULLION PRODUCT
REVISED
es complying
with the Fibrirti Bu(Id(
ng Code) t'p-b21S , O Acceptencc NoEkireli0n
I39leQ,1 L( A1o.50705 '
A. LYNNrUiLLER,
P.E. FL P,
E.# 58705
TAW G 7A
Mullion Capacity Table Ibs7R1
Opening Width (tor verucaly-sparing mulions) or Opening Height Vor h0a2onl0y-sparWng mlllons)
601n 00In 701n 801. to In 100 in 1201n 110In 1601n
1 N 4 %.376 Raolargaar
Loading
TraplYdarg.
Loafing
Redagular
Ladrg
TWITdan9.
Lading
Reclengular
Lowing
Tmprri
Ladfg
Rectergdw
Losing
MapRdang.
Loading
Reotengufar
Lowing
Tmp7Tdarg.
Lowing
Raclan9liu
Lading
Trap/Tdena
Lowing
Rectangular
Ladng
Trep77H mg
Lading
Rectangular
L.oadhg
T1apTdarg.
Loading
Ractangdar
Lading
TrapRdan9.
owing
Alum. Tube
6.T.,
Mullion
421n 170.0 GM 170.0 435 170.0 744 110.0 478 170.0 4W 170.0 606 170.0 092 170.0 610 170.0 ilia 170.0 521 170.0 1240 170.0 521 17oo 14sa vao 521 170.0 1735 170.0 571 170.0 1983 170.0 521
481n 170.0 700 170.0 524 170.0 850 170.0 584 170.0 992 170.0 B30 170.0 1133 170.0 681 170.0 4275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 660 170.0 1941 110.0 650 151.6 2024 170.0 660
50.025 In 1-10.0 747 170.0 563 170.0 096 170.0 631 170.0 1048 470.0 684 170.0 1195 170,0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 711 168.0 Will 170.0 756 136.5 1019 170.0 766
541n 17oO 797 170.0 W2 170.0 956 170.0 691 170.0 Ilia 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 637 170.0 1594 170.0 958 159.9 1799 170.D e6t 137.1 17" I70.0 681 120.0 1792 170.0 61
60b 170.0 605 170.0 701 170.0 1063 470.0 797 1240 170.0 678 170.0 1417 170.0 944 170.0 1W4 170.0 090 155.5 1619 170.0 10JJ 129.8 1659 170.0 163 111.0 1619 170.0 1063 97.2 1619 170.0 1063
631n 170.0 930 170.0 745 170.0 Ilia 170.0 550 1302 170.0 240 170.0 1488 170.0 1013 156.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1542 168.6 1150 100.7 1642 187.0 157 60.1 1542 167.9 1157
661n 170.0 974 170.0 789 170.0 1169 170.0 003 1354 170.0 1002 160.6 1472 170.0 1086 142.8 1472 168.0 1140 126.5 1172 160.E 11J0 107.1 1472 1/7.6 1108 91,8 1472 148.0 1104 80.3 I{72 148.0 1104
721n 170.0 1063 170.0 76 170.0 1275 170.0 1009 1320 IK2 1101 1320 13N 149.0 1082 117.3 1320 137.0 ION 105.6 1320 12a0 1049 58.0 1320 117.0 1024 75.4 1320 112.6 1013 6ao 1320 112.5 012
161n 170.0 1122 170.0 937 149.E 1184 159A 1013 1164 139.9 994 112.2 1104 125.7 978 09.7 1164 115.3 964 89.6 1184 107.5 952 74.8 1184 97.6 035 64.1 1194 13.1 927 58.1 1184 923 925
E 78 In 160.1 1124 170.0 067 130.{ 1124 1{7.0 065
777.2
1124 128.8 947 103.8 1121 118.E 931 92.3 1124 105A B16 63.0 1124 98.6 908 89.2 11N 89.0 6U0 39,1 1124 64.3 881 61.9 1124 83.2 870
OD In 100.1 844 111.6 750 90.1 044 04.3 738 W 82.1 724 67.0 644 73.3 712 60.1 844 60.6 702 54.0 6M 61.4 693 46.0 844 54.2 678 38.6 644 50.0 60 33.6 8" 47.7 662
961n 99.1 742 91.5 663 74.2 742 77.2 652 742 67.2 641 55.7 742 59.6 a31 49.5 742 64.1 622 44.5 742 49.6 6(4 37.1 742 43.0 600 31.a 742 39.5 Ego 27.0 742 37.5 SM
1081n 82.0 Safi 03.9 530 62.I 506 53.8 321 569 48.0 519 39.1 Safi 41A SOS J4.8 686 37.7 498 31.3 506 34.2 492 26./ 586 29.6 481 22.3 580 26.6 472 10.5 586 24.7 486
tit In 57.0 553 56.8 303 46,0 655 49.5 495 555 42.8 407 36o 555 36.0 400 J2.0 55S 74.2 47J 20.6 655 31.3 467 24.0 555 27" 457 20.0 655 24.J 148 10.0 555 22.4 442
1201n 45.6 475 IgA 493 38.0 475 39.0 426 326 475 33.7 420 26.6 475 29.8 414 26.3 476 26.8 409 22.6 475 24.5 414 19.0 475 21.1 395 16.3 476 IV 387 14.3 475 17.2 361
1441n 26.4 330 26-7 305 22.0 330 274 301 IS.9 330 19.3 297 16.5 330 17.0 293 1
Anchor Capacity Table Iba
8ubstnle: 2-7k Commle 3.5k Cone. Holew CMU NOW CAW PT Wood Meld
AnchorCOpPattam•
Amh.Typs.
RWOlbs
pUtmoon W'EkoUh- U'61 EkoUlf-
SIIB'EkoUVaca 1!d'E9AU0mcen VC 88 Eko
A9WGWW
61181 Elco
Ullmwn
1141 SS EkoAggmGelof 010 5" Screw 05) a128tee1Scnw(G5) 12 filed
6cmw (05)
Edge Distance ling2-1/2' 1' 2-Ur 3.118, 1' 2-Irr 1' 2-1/T 21 3.1/W 2• 0.48' 0.54- 0.374'
Embedment (In): 4' 1-W 1-Y4' Y 1.1N' 14/4• 1.1/4' 1-1/4' I.V4' 1.114- T Idle' 1J/8' wrier
2 Amhom Q 4.7Y Min. O.C. I Standard ar OlMet Clip (Fig. 162k 390 W 4501bs 0901N 16441M 270 an 2801bs 354 be 7401be 3741oe 6811a 9/61M 341 Ibs 442 Ill 59ba
4 AmNm C 2.25- Min. O.C. I Stallard (wOlfset) CUP (Fig. 31 700 bs 580 be 14t01bs 952 9x WA Sao Iba WA 630 be WA 8801M WA 652 W 85 lb. 1120 bs
9 A." ® iAS' Min. O.C.) SMnd•d (or09se0 cup (FV. 4): 14001M WA WA WA WA 7601M WA WA WA WA WA 1363 an 1770 IN 22101N
4 Amhws ® 3- Min. O.C.1 R) 2s5 AMM CSpe I (Fig. 5): 7601M 6W It. 15601M 1895 ba 5401M 6601N WA 760 Ill 748 Ill 660 Ill 16921N 682 Ill 655 ill 11201N
6 Amtlws ® 3• Min. O.C. I (2) 20 An % Clips I (Fig. 0): 11701M IWO bs 23401M 2644 Ill 810 bs 840 Ill WA 11401M 1122 ba 1320 Ill 2B30 Ill IT
be1327 Ill
14Ammm0.45-MN. O.C. I UC9p, Into .12V Alum. (Fig. 77. WA WA WA WA WA WA WA WA WA WA WA WA NIA 14301be
2 Arclwn@2wilk.O.CI FIJIpffg. 6Y 50 ba 3501N 290ba T051bs 4761M WA 2801M WA 315 R. WA 4401M WA 941 Iba 4121N 56010s
4 Anchgs ®7.15' MIn. O.C./ FL11p (Fp. el: 4801M 7001M WA WA WA WA 380IN NIA WA WA WA WA 682 ens 8551M 1120 bs
NUTS: FOR 7 HE UFF5E1 ULIF', UbE I KE SAME ANUMUK VA I I CK14 ANU POI .MUK VALUC3 AO I r1C J 1 ANUAKV -1r.
ANCHUK 1.AF'F14:ITT AUJUb l Mt:N 1 FUKMU LA:
DP_) X ( ANCHOR CAP ANCHOR CAP.,,,
MULLION CAP.,,a,,,,.,/
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:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE 9:
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 CUPS 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,
FIGURE 5: FIGURES: FIGURE 7:
ANGLE CLIP (FIGURES 566) MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 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' THICK AND A36. ALL ANCHORS
INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 8 #12
ANCHORS INTO WOOD MAY BE STEEL, 1 B-8 S.S. OR 410 S.S.
PRODUCT RGVISGD
as complying wilh dw Florida
BnNdirlacnaa
o2r8AcceptemaNo 6-
F*Pimt1pnDate ,
Iy\1111I Ill lrr
OsiX,,'\
G£hISF 'P
Idu.5G705
A. LYNNIMILlItk P.E.
FL P.E.# 58705
TABLE RA
Mullion Capacity Table IbsMtr
Opening Width (tor eerticaly-spenling mullions) or Open Ing Height (tor hod2ontely-spanning mullions)
501n 60 In 701n Win 901n 100 b 1201, 140 6r 1S0 91
1.26" x
Rectanp9•r
Laadng Loadupdn9
Tcvid-ne.[
10.*.'
mgWsr Traprntang.
Loading
Reetengdar
Loading
Tn prrdrlg.
Leading
Rectanp/r
Loedng
TraplTdan9.
Lo•dn9
Redeop u
Loading
TapM.V.
Wading
RaolanvA
L.*V
Trap/Tnrp.
Loadn9
Raolan9ulr
Lmclrig RryJTtlang- Loafing
Reciangolr
Lmding
Twnd4ng.
Loin
Rectmii Ld r
LmIn0
TrWT mg
Loafing
3.188" x
286" Alum
Tube Mull Dgga
i5 bbt . d Z
fP
p$
5t
d`d
42In
y
6
8 P
3
b•
o c
k' b' B'
d
2 +.
bg§$
P
a
P _
aq
S B E• E' g
e
170.0 620 170.0 435 744 170.0 478 170.0 BBB 170.0 305 170.0 902 170.0 519 170.0 1118 170.0 521 W0.0 1240 170.0 521 17&0 1488 170.0 621 170.0 1735 1T0.0 521 151.0 1769 170.0 52148In170.0 706 170.0 524 B50 170.0 SM 170.0 992 170.0 8M 170.0 1133 170.0 651 170.0 1275 170.0 671 170.0 1417 170.0 650 154.E ISO 170.0 680 132.7 1545 1T0.0 680 116.1 1546 170.0 050
50.625In 170.0 747 170.0 683 170.0 995 170.0 631 170.0 1040 170.0 684 170.0 1195 70.0 723 W0.0 1345 170.0 747 167.0 1468 170.0 758 139.2 1463 170.0 758 119.3 1466 170.0 75e 104.4 14U 170.0 756
641n 170.0 797 170.0 612 1T0.0 VA 170.0 891 170.0 1116 170.0 754 170.0 1275 170.0 603 163.1 1378 170.0 637 146.8 1376 170.0 56 122.3 1376 170.0 gal 104.8 1378 W0.0 661 91.7 1576 170.0 Bat
60 in 170.0 05 170.0 701 170.0 1053 170.0 797 150.9 1156 170.0 US 139.0 1160 IOTA 930 123.6 1158 156.6 019 111.2 1158 150.0 912 S27 1156 144.5 905 79.4 1150 144.6 905 e9.5 1150 1".8 905
W m 170.0 9Jo 170.0 745 160.1 105f 170.0 650 137.2 1051 15b.9 6e2 120.1 1051 1420 848 106.7 f051 112.3 877 96.1 1051 125.7 WO 80.1 1051 119.5 822 6aA 1051 119.1 625 60.0 1051 119.1 621
061n 167.1 957 170.0 7a9 139.3 957 151.8 605 119.4 957 134.0 790 104.4 957 121,11 777 92.8 957 112.6 767 93.6 957 10e.6 760 69.8 957 100.0 750 62.7 957 94.0 748 52.2 951 98.9 748
c 72 in 120.7 801 135.2 69D 107.3 B04 116.2 B81 91.9 804 701.3 671 80,4. BO4 91.4 680 71.5 804 e1.1 850 64.! B01 78.8 643 53.e BDI 723 833 58.0 804 e9.9 829 40.2 604 69.8 826
781n tOB,1 722 111.4 6J0 BI.2 722 97.2 B1a 78.2 722 85.3 608 68.1 722 76.7 699 60.8 722 70,3 6BB 54.7 772 65.5 6B0 5.8 722 89.6 570 38.1 722 68.7 685 34.2 722 66.2 564
f 78In 101.2 885 103.8 600 bl.{ 6B5 89.6 568 72.3 5B3 7e.6 677 63.3 BBS 70.8 668 68.2 885 6{.6 680 60.e 685 80.1 33] 12.2 885 54.3 5/7 8.2 B65 61.{ 637 31.6 685 60.7 438
OOIn BSA NS a6.0 437 51.8 513 7.6 119 7.1 615 30.1 411 41.2 515 1{.7 31 M.8 61S 40.8 78 330 513 37.4 122 27.5 513 33.1 113 23.5 513 30.3 107 20.8 515 20.1 10{
B61n 34.3 453 65.3 104 IS.3 463 l7.1 397 16.e 463 41.0 BI SJ.9 53 36.{ M5 30.2 53 JJ.O 379 27.2 5] 30.t J74 228 45J 28.8 368 19.1 SJ 22.9 358
1081n g0.1 ua 39.0 J2J 31.6 158 32.8 3fa 27.2 35B 28.{ 313 23.8 358 26.2 308 21.2 Ssa 22.7 JO/ 19.1 Sse 20.8 700 16.9 358 18.0 29J
111 In 35.1 JJ8 SS.B 306 29.] 38 30.1 JO1 26.1 3T6 26.1 2B7 22.0 3JB 2J.2 293 19.5 338 20.9 209 17.8 335 19.1 215 m1201n27.8 290 2d5 264 2J.2 290 27.6 280 19.9 290 20.8 268 17.4 0 18.2 253 13.4 Z90 6.4 249
INM 16.1 201 18.3 186
TABLE RE
AnchorCooscIty Table Iba
Sab6tMW 27k(bri sm Crx. I HOW CMU FliedCMU PTWocd Metal Anchor
Cllp Patterns Ancaor
Type: y16•EICO Uarxrl VM EkoUllracon 5/1S EICO VBnxony1C Elco U0.atl1 114'Eko UArron V46 SS Ek AggreGafar
5119-Eko IIATun1I4- SS EI AggnrGew010
Sted SCW(
05) in261a1
S"
M(C5) a12 Steel SccdrAEdge
U.Mme n 1• 2.117 1' 2-V2• 3-11P 1' 2-1/2- 1• 2-112- 2* 1 3-1ar 21 0.4B' 1 0.54• 0.324• Embednenl
n- 1-W4- 1-we MV 11y4' 2' 1.114' 1.114* 1-1/4• 1414' 1.114' 1 1-11r T 1-w 1315 yaks Mcrrn
4.79- Min O.C.I Standod aOBet C 9 1 3W bs 390Its 450bs WO bs 1644 V. bs 28D IDS 3541Ds 7401ba 3741D5 664 Re 9461os 341 Ibs 442 Me WE 4 ArcnM
@ 1.15' Mr. O.C. l Stendird OM et) Cep o.. 21 490 M 700 N NIA WA NIA NIA 380 es NIA WA NIA WA WA 602 bs emu 11201GS 4 Anc"
@ T Min. O.C. / A Zs5 AngleCBp5 f g. 3) 780 W3 780 Its 600 bs 15M bs 1 B96 bs 6402s wo bs NIA 7601be 7481bs ee9 lb6 1892 R. 6821bs W IM 112001 Arctlon(90.
45-Min. O.C./ U Clp• Into A25• Num 10.1 NIA WA NIA WA NIA NM WA NIA WA WA WA WA WA WA U W6 PER PER
1 Amr"/ FCA 9 SX 196 bs 10510s 22581s 445 to 622 IN 135bs 140 9s 177 be. 3701tn 1B7 bs 1 33210s 4 3- 170 bs 221 ipb 260106 2 Alxlnn@1.
15' Min O.CJFCsp(ng.6) 240 bs 350 b5 NIA WA NIA NIA 100 b5 NIA WA NIA 1 WA WA 341 bs dd20.s 560bNOTE: FOR
THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THim 51 ANUAKU CLIP. FIGURE 1:
FIGURE 2: o FIGURE
3:
ANGLE CLIP
MUST
F41 • BEUSEDINPAIRS.
FIGURE 4:
FIGURE 5: FIGURE 6. m TABLE
NOTES
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
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 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' THICK AND A36. ALL ANCHORS INTO
METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 10 8 #
12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. PRODUCT REVISED
u complying
wilb she Flo id3 Building Cod.
ro--CZli AcIpn0ce No1iC+1
t1111111/Ilr' 1tCf N) • '('
Q A. lS
NNiM LP.E. FL P.E.#
68705 01
Mullion Capacity Table(Ibslfte
Opening Width ((or iertically-spsrvdng mugons) or Opening Helglit (for horizontally-operWng mdllom) 50
h SON 70 in 601n 901n 1001n 120 in 1401n ISO N 1.
25 x 3.25 R4Nanpuur LoadNpTrap/Tdm% LadilqReclang0lar
Loadep
Trap7Tllbnp, LeasingRaelanpuur Loed'npTraprtAanp. LadingR.I6n7W1 LgVdnp
Traplidgnp LeedirpRaolan9ulu Lading
TnPfTdrg
Le
cb q Reelangelar
Leadrp
Tnprrdeng. LadingP-t.Nd.r Ladrq
IIaP'Tdeng. LadingRe I.Wler Loe01r19Tronang. LeadkpR.I.ngdar Loading
TnplTdang. Ladingx.
100 Alum.
Tube Mu61on
yS
5&yt7Fg1 v&pTa Mal
amII I I 3
pcyyDD
qDy x
pip
12in
170.0 020 170.0 435 170.0 744 170.0 476 170.0 BOB 170.0 We 170.0 992 170.0 519 170.0 1118 170.0 921 153.3 ilia 170.0 21 127.7 1110 110.0 621 100.6 Ilia 170.0 521 95.6 ilia 11a0 521 0In
170.0 706 170.0 524 170.0 60 170.0 504 161.6 978 170.0 SM 146.7 978 170.0 661 130.4 978 170.0 677 117.3 070 170.0 800 97.8 976 f70.0 680 63.6 976 170.0 BBO 739 9)8 170.0 860 50.
82511 170.0 747 170.0 683 170.0 006 170.0 631 160.7 927 170.0 664 131.0 027 166.5 706 117.2 027 159.1 699 105.5 927 156.3 090 87.9 927 158.3 1 695 15.4 927 156.3 SSG 65.9 927 156.3 095 54
e1 170.0 701 170.0 612 154.5 069 170.0 501 132.5 069 1 163.91 W3 115.0 NO 141.E j 869 1030 869 134.0 1 NO 1 92.7 NO 129.1 654 17.3 We 120.51 652 1 55.2 669 128.6 52 61.9 an 128.E 652 to
N 1432 746 153.E 634 112A 740 132.3 620 102.3 716 117.E 608 62.6 748 107.6 592 79.0 748 101.0 592 1 71.8 746 00.0 507 693 748 93.3 5a3 51.2 746 23.3 1 683 44.6 746 93.3 563 631n
123.7 111 132.0 579 103.1 677 t13.2 See 884 677 100.1 555 77.3 077 91.4 48 U-7 6T7 65.2 539 61.9 677 61.0 534 61.0 877 71.0 529 44.2 677 TO.? f 529 38.7 877 76.7 529 66
in 107.8 Oil IUA 530 9.7 617 1 97.6 510 76.9 fill 6a.3 509 67.3 617 70.3 add 59.8 Sir 72.6 414 53.8 617 6e.7 469 8 017 SIA 487 38./ 617 63.7 62 33.8 617 63.7 I12 72N
file 10 07A 450 69.1 616 74.2 440 59.2 516 55.2 432 51.a SIB 58.8 428 40A Sill 54.2 419 41.4 SIB 60.1 414 34.5 518 40.6 408 29.0 Bill 45.0 406 25.0 618 45.0 405 761n
70.5 185 73.7 406 56.7 485 62.6 398 50.3 465 54.9 390 44.1 465 49.4 3M 39.2 455 45.3 370 35.2 465 42.2 374 29.4 465 30.3 367 25.2 48S 36.5 364 22.0 465 38.2 363 781.
66.2 441 66.0 387 54.3 N1 57.7 370 48.6 441 60.6 372 40.0 441 45.4 388 38.2 441 41.6 380 32.6 441 38.7 356 27.2 441 34.9 349 213 441 33.1 346 20.4 441 32.7 345 gO
In 42.4 332 43.6 295 35.4 332 31.0 289 30.3 332 32.3 264 25.5 332 28.8 2W 23.0 332 20.1 276 21.2 332 24A 272 17.7 332 21.3 268 16.2 332 10.6 262 13.3 332 10.7 260 BB
N 36.0 Y91 36.9 260 28.1 7B7 30.3 256 25. 0 291 25.4 2S2 21.9 291 23.5 249 ig.4 291 21.3 244 17.5 291 19-5 241 14.6 291 17.1 2I6 12.5 291 15.6 232 loeN
24.8 230 25.1 208 20.5 2. 11.1 2. 17.5 2. T 11.3 1 16.4 230 162 196 111
N 22.6 21e 27.1 IB7 1a0 210 79A 1B/ t0.2 216 IBB 1B1 14.1 116 14.0 186 120N
VA 167 70.2 170 U1.9 1 187 15.3 l67 1
I1 LG U Anchor
Ca seIty Table Ibs) Subalrte:
2. k Concnle 3.5k Colo. I How. CMU I Filed CMU PT Wood Me151 Anchor
Clip Patterns Anchp
type: Y76' El. Ultrecon t1P Eko UlOecpn 51161 Elw UBncon3'16-Eko UBrac4xl 114'Efco UBncon 114- 89 Eko AgpreOelor
SI1e' Eko UVecpn114" S5 Eko ApQeOalor110 Steal Screw (GS) 912 Steel screw (OS) 012 Sled Screw (05) EdgeMtanoe6nT
1' 2-IW l' 2.112• 3.1/8' 1' 2.112' 1' 2-12' 2- 3.118, 2' 0.46' S54' 0.324' Embednnenl (
in): 1-3/4' i-Y4• 1.3/4• 1-3/4• 2' 1.1I1' 1.114' 1-tA• 7-1N• 1-1/4' 1-1/4' 2' 1J/8' 1.318' ledea 2AnahmQ4.
75•MN.O.C./Slendard pr099el alp (Fig. 1): 4
Anal- @ 1.15' Min. O.C. I Stenderd I. ORaee Clip (Mg. 2): 4
Anchors ®3' MN. O.C. f (2) 2x5 Angle Clip I (Fla Sk 390
ft 400
lbe 7a0
V. 390M
7001W
780
V. 450
lb. WA
OR
be 8901he
WA
1580
Iba 1844
lba NIA
low
Ibs 2700u
WA
540
We 200
Ib. 380
lb. 500
1- 1541bg
WA
WA
7401be
NIA
7B01bg
314
lb, WA
748
Ibs 064
Ng WA
a60
It. U46166
WA
1892
Ibg 3411b3
692
lb. 682
by 421bg
8851b4
wig
560
be 11201be
I120
b . 3
Archon ®0.54' MIn. O.C. / U121p, Nlo .100' AWn. (Fla. 4y WA WA WA WA NIA WA WA WA NIA WA WA WA WA WA 050 Ng 1
Arohd 1 F4ylp (Fig. 5) 1951a 1951bs Y45 ba 145 lb, 62210f 1759N IQ be ITT la S701bg 1B7 IN 332 W 4 331be 1701bg T21 Ibs 2B0 dip 2
Arch- ®1.15' MN. O.C.I F471p (Fla. 6). 2401M 350 dip WA WA N/A WA 1901ba WA NIA WA I WA WA 341 It. 4121Dg 560 W FIGURE
1: FIGURE
3: FIGURE
4: FIGURE 5: s
FIGURE
2: ANGLE
CLIP
MUST BE
USED IN
PAIRS. FIGURE
6: TABLE
NOTES AUJ
UD 1 wl Cla r 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 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 ANDIOR 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 .10W THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 045'
THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST A25' THICK AND A36. ALL ANCHORS
INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 910
8 412 ANCHORS INTO WOOD MAY BE STEEL, 16-5 S.S. OR 410 S.S. 1.
250' 3.
250' 100'
1-
25' X 3.25' X .100' MULLION
PRGDUCr
REVISED m
con7plying with tho Florlde Huildi '
Codc p218.
O f Accept0nceExpiration
DaleIJAam"Zo 1GFNst'
F
No.
5`17P5 a• ;
r_ g
i 3 tr.! A.
LYNN; MILLI=fit, P.E. FL
P.E.# 58705
Mullion Cepeclty Table Qbs Me)
Opsning Width (torwRlce"perving millions) orOpening Height lortlodzorts"penning m116ors)
60 in 601n 10 n 00 in 10 in 100 in IN in 14 in 160 in
126%325 RoelargularLoafing Tiapff,ong.
Loa4lrg
R.I:ngulr
LodnO Tap/1danB. Loading Radanpular
Loading
Tnplyd-
Load,
Ractmgular
Loafing
Tap'rriong.
Loafing
Recbnguar
Loading Trapfrriang. Owing RaelanpAN
Lading TraplTNng. Lolding Red nplar
Loadnp
Traprlrianp.
Loading
Raclanadar
Laadiig Tniprrdang. Loafing Reclangdu
Loading Trap M. Laadin0
X.024
Alum.Tubs
Mullion
S
d
u
F
Fes.
u
8
ua
sa
S a
u 4u
s'e
S n
o 4 u u si
E
u u u ua u
F
421n 170.0 6M 1T0.0 435 170.0 744 110.0 478 17D.0 KS 170.0 606 170.0 092 770.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 621 170.0 1"3 170.0 621
411n 170.0 705 170.0 624 170.0 850 170.0 5N 170.0 992 170.0 630 170.0 1133 170.0 661 1T0.0 1276 170.0 fill 170.0 W7 170.0 680 170.0 1700 170.0 ISO 169.7 1979 170.0 91 148.
EV13
1H.0 600
60.626 In 170.0 747 170.0 563 1T0.0 096 170.0 631 170.0 1046 170.0 684 1704 1195 170.0 723 110.0 1345 170.9 74? 170.0 1494 170.0 766 170.0 1793 170.0 166 1626 18T7 170.0 7S6 133.5 170.0 766
54In 170.0 797 170.0 612 170-0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 110.0 807 170.0 M34 170.0 B37 1T0.0 1594 770.0 VA 166.4 1759 170.0 861 174.1 1769 170.0 N1 117.]
601n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 870 170.0 1417 170.0 9N 161.1 1511 17o.0 996 M5.0 1511 170.9 1033 120.8 Oil 170.0 1063 101.6 1511 170.D 1063 90.6 170.0 1063
63 in 110.0 93D 170.0 146 170.0 1116 170A 550 110.0 1302 170.0 940 156.6 1370 170.0 1016 131.2 WO 170.0 1076 125.3 1370 MCC 1002 INA 1370 155.9 1072 83.6 1370 45S.3 1010 78.3 155.3 1070
66in 170.0 974 17D.0 709 170.0 1162 170.0 103 16S.6 INS 170.0 W02 136.2 1248 1S8.6 1013 21.1 INS 1147.1 1D00 108-9 1245 139.0 909 90.1 1243 130.4 974 77.0 1248 129.0 975 68-1 129A 976
j721n 167-0 1049 170.0 176 739.9 1049 160.2 892 119.9 1W9 132.1 076 104.9 1049 119.1 860 932 1049 109.7 640 03.9 1049 102.7 We 693 1049 94.3 826 69.9 1049 91-2 020 524 1049 91.1 120
0 76 in 112.7 941 149.1 B22 119.9 S41 126.6 605 101.9 941 111.2 791 89.2 941 100.0 777 79.3 941 91.7 766 71A S41 85.5 767 59.6 94% 77.6 7N 51.0 941 74.0 737 6.6 941 73.3 736
g78 in 1M.0 891 137.6 761 110.0 091 116.9 767 91.3 891 102.1 753 12.5 891 91.9 T40 77.7 891 81.1 T30 66.0 091 7B.J 721 55.0 B91 10.7 707 7.1 191 6T-0 701 41.] 094 66.1 698
90 in 859 fill Be.? 596 71.5 671 74.1 565 61.4 ill 653 6T6 637 71 60.2 566 47.T 671 52.9 658 43.0 671 40.0 511 35.1 671 43.1 639 303 6T1 39.7 631 26-9 671 37.9 526
961n 701 690 12.1 MI 59.0 690 61.4 Sill 50.6 590 53A 609 44.3 690 47.6 02 39.3 69D 43.0 491 35.4 690 39.6 498 29.6 590 34.7 477 25.3 590 31.6 461 22.1 69D 29.0 464
106in 49.7 466 60.9 421 41A 486 42.0 414 36.5 466 J7.1 100 31.1 66 32.9 402 27A 166 29.T 396 27.1 391 20.7 466 23.5 382 17-1 16 212 J7S 15.6 4" 11.5 370{
6.7ADO 36.2 N1 39.3 993 32.7 N7 34.1 87 28.6 4/130.2 382 25.4 441. 21.2 376 24.9 372 19.1 441 21.6 363 16A fill 19.7 356 11.3 N1 77.1 351
120 in 36.3 ITS 36.9 344 302 37B 31.0 IM 25.9 378 26.0 334 22.1 371 23.7 329 20.1 318 21.3 325 g1l 19.5 321 15.1 371 16.7 314
IN In 21.0 262 21.2 242 17.6 292 17.8 279 15.0 262 15.3 236
Anchor Capacity Table (Ibs)
Sulskale 2.7k(bl 0e 3.6RC92c. NdIoW CMU I F11e6CMU PT Wood I Melas
AncharCllp Psttema
AMna type I6'EItOUIIIBcm 1I4'Ek0Ulraton E0164 FJtoU118CM YIV EIC0 u11sm 7/4'EtOUllxon V4- sS EkoA07eGaIM VIS ElcoU11mon
V4' SS E1co
AVuGala
a10 Sled
St-(G6)StnW(G5) M2 31ee1 V12 SteelSCW(G5)
EoVe Clslance P 1' 2AIT I 1' 2-IrZ 3-11r 1- 2-107 1' 2-117 7 3-U9• 7 0AW 05C 0.324'
F,nbeft1nt Al I-4• 1314• 13/1' 1S4• 2- 1-114- WWI` 1.114- 1-94' 1-114, VIM 7 I -Vol 159r Yates
2 AMaon, Q 4.7Y Mi. O.C. I S18mlad of ORSN CODff19 11 30D Ass S90 Pos 490 Ibs BOO bs 164110s 2701bs 2B01a 351 IDS 7401bs 3741Ds 664 IA 946Ins 3111Ds 4421bs 5501Ts
4 AMhors Q 1.15-Mlrt 0.O I SMMAII W Orael)GIP (flq 2) 480 W 700 ba NIA WA NIA NIA 380 bs NIA WA NIA WA WA 182IM 885 ms 1120"
4 Arch- Q 37 Min. O.C.1(2) 2t5 Ar010 CI" I (Fig 31 7901bs 7B01n 680 Pos 1560 IDs INN IDS 5401bs 66D 1n NIA 7s01bs 748 ins Sol Poe 1692 It. 6820n 8051Ds 11201ts
3A.hon 00.6- MA O.C. I UCp, Into.lOm Assnr. fflg4) NIA WA NIA WA NIA NIA WA NIA WA NIA WA WA NIA I WA 9601bs
1 Art rd1 FC11p (Flg 4195 bs tg5 bs 2?51Ds N51b1 8221Ds 1351bs 140 its 177 IDS 3701b0 187 W 332 IM 479 M 0- 221100 280 VA
2 ArICDOn Q 1.16• MIn O.C./FCep(Bg 24)bs 9500e NfA WA NIA NIA 1001n NIA WA NIA WA WA 3418n 442 Ins I WO"
FIGURE 1: FIGURE 2:
FIGURE 3.*-
ANGLE
CLIP MUST
BE USED
IN PAIRS.
FIGURE4: FIGURE 5: FIGUR£6:
TABLE NOTES
Ya{irlVrt-- rlTN
DR-) X _ 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 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 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 .100' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33AND
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.
1.25' X 3.25' X .624'
MULLION
nKOOUCT REVISED
vs complying with Ibe FtbFidll
Duildusg Codo si _wn 3!
L ,111r III t:I
C1 1. N 4D( • Q ......... l1eNSE •• F
hlo.5i170L '
I'll 'r)i•d,^,1.
A./6f N'I ILL R, P.E.
FL P.E.# 58705
I HDLC 1IM
Mullion Capacity Table pbslle)
Opening Width (for vedicaty-spanni g mulions) orOpening Height for hodzorls"penni g mllliore)
60 in 601, To in 00 in 90 n 10o in 120 In 140 in 160 in
11b XJA4 R4clangdarLoa6ny Trapllrian9.
wdinq
RlUangular
Lading
TnD<rianq.
Laa6ng
Raclmydv
Lwdn9
TMplydu9.
Lording
R.tmWl°
10a6ng
Trap'Triang.
LaadnD
R.O.nWlar
1.0019 TrapfrrimoUadk9
ReclmquW
Loading Topffang. La4d'ag
Rauar9uly
Loading
TrapRdang.
Lw6n9
R4clingdar
lading TaprTdang- Uae'ny R40M20Y
Ls+dn9
Tuplrl°ng.
Uadng
X .624
Alum. Tuba 88 E BE a _
Is 8 E
ry'
C
e
IFS
a
F ti
gi:
a
@
P
fa e
eg @
u
a s
z
a
gIt A
a
a$2
ua
f as p fa a 1f,' a
F
S
a
a
a
42M 170.0 620 170.0 435 170.0 744 170.0 471 170.0 06e 170.0 506 170.0 992 170.0 fill 170.0 WS 170.0 621 170.1 124D 170.0 621 170.0 UU 170-D 521 170.0 1736 621 170.0 1983 170.0 621
45in 170.0 708 170.0 524 inn 60 170.0 6M 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 141T 170.0 690 170.0 1700 170.0 680 1700 1%3 660 170.0 2267 170.0 680
60.625n 170.0 T17 1700 563 170.0 896 V0.0 631 170.0 1046 170.0 684 170.0 11% 170.0 723 170.0 1345 170.0 747 170.0 1494 1T0.D 750 170.0 1793 170.0 754 17D.0 2092 766 170.0 2391 170.0 756
MIn 170.0 79T 170.0 612 170.D 956 770.0 691 170.0 1116 170.0 T51 570.0 1276 170.0 803 770.0 M31 170.0 637 170.0 159d 170.0 856 170.0 1913 170.0 g61 Me 2231 861 160.2 2403 170.0 061
6Din 170.0 885 170.0 701 170.0 1063 170.0 197 170-0 IND 170.0 670 V0.0 1417 170.0 944 Woo 1594 170.0 996 1T0.0 1T71 1700 1033 170.0 2126 170.0 1063 1487 2163 1063 129.0 2167 170.0 1063
63 in 170.0 930 170.0 745 170.0 1116 170.0 150 170.0 1302 V0.0 940 179.0 1488 170.0 1D15 170.0 1673 170.0 1076 170.0 1059 170.0 1122 1%.9 2060 170.0 110 131.E 2060 11T1 117.7 2aM 170.0 1171
m 66n 170.0 974 170.0 789 170.0 1169 170.0 903 17D.0 13U 170.0 1002 170.0 1568 170.0 1086 170.0 1753 170.0 1156 170.0 1946 170.0 U10 143.0 1966 170.0 12TS 1226 19660 1286 107.2 1966 170.0 1266
cj 721n 170.0 1067 170.D nl 170.0 1276 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1728 151.1 1731 170.0 1715 138,7 1734 tBf.l 1306 116.6 1731 155.9 13M 99.1 177/ 1352 86.7 11N 1501 1752
a 76 in 170.0 1122 170.0 937 170.0 U46 170.0 logo 1E9.5 15% 170.0 12DS 147.4 1656 165.2 1285 131.1 15S6 15t.5 1266 117.9 1656 141.3 1251 963 1568 128.3 7229 04.2 1656 121l 73.715% 1212 1216
7B in 170.0 1151 170.0 7 170.0 1711 170.0 1116 1%.9 1/77 169.3 1245 136.4 1477 152.0 1224 121.2 1477 139.1 1206 109.1 U77 129.5 1191 90.9 1/17 116.9 1169 77.9 11776 1150 69.2 1477 109.3 1154
SO In 142.0 1110 1".5 6 11e4 1110 123.9 960 101.6 1110 407.9 9S1 630 1110 96.3 936 78.9 I110 17.6 922 71.0 1110 p.7 910 59.2 1110 71.3 691 50.7 1110 95.6 978 M.4 1110 62.7 t70
96 in 11T.0 975 1203 172 97.6 975 101.5 6% 83.6 915 01.7 M2 731 976 79.6 829 66.0 976 712 117 58.5 975 65A 507 8.1 975 5TA 789 11.1 975 51.) 776 36.6 916 49.3 767
101 in 82.2 7T1 54.0 696 60.6 771 70.7 696 60.7 771 111.3 674 1.4 771 64.3 SM 45.7 771 49.0 555 41.1 771 44.9 M7 34.3 771 38.9 632 29A 711 35.0 621 25.7 171 32.4 612
111in T5.7 170 77.3 661 631 730 65.0 650 64.1 730 56.3 M0 47.3 730 49.9 631 42.1 730 45.0 622 37.9 770 41.1 614 31.5 730 35.6 60D 27.0 730 31.9 589 23.7 130 T9.6 581
We In 69.9 624 61.0 S69 49.9 624 61.2 560 42.5 674 N.7 552 77,5 624 321.2 6/4 33.1 21 35.3 677 30.0 624 32.2 531 2SA 624 27.7 519 21.4 624 24.6 609 11.7 624 22.5 1
144 in 34 7 433 35.1 100 28.9 43] 29A 395 TA.B 433 25A 390 2L7 22.4 BS 19.3 433 20.0 7B1 17.3 433 18.2 376
Anchor Capacity Table (Ibs)
Substrate: 2Yk OC lede 36k Cont. I Hdi"CMU I Flaed CMU P W00d Metal
Anchor Cllp Patterns
Arches Type 9rta EltO Uaram 11r EtoUMat011 919 ElcoUDazon 0/7S Eko ullraan Ur EIO UA2con 114' SS EXoAggeGeO' 5118-EIoUlm. 11r SS Elea
A9pRGd a1D Sled8uew(G5) e12SledScw(G5) e12 Sleet
Suar (75)
Edge WhIme OnY V 2-112• 1' 2-7/T 31I8' 1• 2-1/7 V 2-11T 7 341B• T DAD. I ow 0.32r
EmOcdnenl n 1314' 13'r 1.N4' 1.N4' T 1-V4' 1-Ur 1-114- 1-Ile 1-N4' 1-114' T 1.Y0' 1&g tales
2 Am" 41Y MIR O.C. I SlanOaN OEMCtlg 7 3W Ms 390 Ie 4501Ds ego ite 1644 Da 270 Ds 2801x 351 m 740100 374 lbs 6M na 946 De 341 Ds 442 Da 660106
4 Arcnaf a IAS- Mirt O.C. I Slalalyda Othel Csp 019.2) 490 De 700 Ds NIA WA NIA NIA 3801a NIA WA NIA WA WA 6B2 Ds N5 its 1120 to
4 Arclds 3 Min. O.C.I 2a5Ar91e I 3)
4 Arclgn 0.M' Wn. O.C. ruC1 a11o.100'ADrrl li
780Ibs
N/A
700 Ce
WA
FA O Ds
NIA
1560 Iba
WA
IBM Ibs
NIA
MO IS
NIA
6W D0
WA
NIA
NIA
760 its
WA
710 IDS
NIA
880 an
WA
169210a
WA
6B2Is
NA
BBS Ib6
WA
1720 D9
1267108
1 Arches/ FC 0.
2AWh0M 1.1YMIrt O.C/FCS 9 RI
195 Ds
2401bs
06 as
350 It.
225 IDS
NIA
445 Me
WA
52210s
NIA
136 IDSS
NfA
1401Ds
IRDM
1771
NIA
970Ib1
WA
1B7 Ibs
NIA
3321b0
I WA
473 Ia
IVA1701bs
221 I. 1/
21ba 700
D6 560b
FIGURE
1: FIGURE 2: 0
FIGURE
3: ANGLE
CLIP
MUST BE
USED IN
PAIRS. FIGURE4:
FIGURE 5: FIGURE 6: M
0 TABLE
NOTES ANCHOR
CAPACITY ADJUSTMENT FORMULA: DP-)
X ( ANCHOR CAP.,,,,) n ANCHOR CAP. MULLION
CAP.,,o,,,a, 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 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 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 .100' 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. 00 & #
12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.25' X 3.94' X .624' MULLION
PRODUCT
REVISED m
mmidying with The Fit" building
Cade A-
plance No CxoinuonDate111t111r1j
Z >-
FIo,
0705 01
r
rr)C.)j J 11 A.
CYwN MILLER, P.E. FL
P.E.# 58705
TABLE 12A
Mullion Capacity Table IbslRS
Opening Width (for wrlicalty-sparring millions) or Opening Height (for horizome9yspamirg mlglons)
601n 6010 701n Sol. 001n i001n 120 In 1401n 160 In
2 x4x,25
Ra9langu1al
Loadingoa
7leyMellg
WWII;
ft,to eler
L..dng TrapriHang. Loadng R•olan9Nar
Loading
TrWT6,
Lolling
Rectan9uar
Loading
Ttaprrderp.
Leedirlg
Red.ngulal
Loading
71aplTd.V.
Loading R.Ww WarLoading 7rapTdang. Lo10m0 R.tengWw
Loading
TrapTdarrg.
laadng
Redengular
Loading
TrapRdang.
tmdng
Pecteng0w
Loading
Dap?d•n9.
Wading
Alum. uMullioe P G f
G
9
8
9
S a2
sa I.
S a
s F
c P
s
F
E
F
F
js
F
I„
ag
I
F
I„
s
3g
F
8
ate¢}
F
s
3
Z
8
ag¢¢ F
F age
F
I
li§¢
eg
F
8
ash42
In 170.0 620 170.0 435 1170.01 744 170.0 478 1170.0 688 1 170.0 We 1170.0 992 170.0 519 170.0 I116 Vol 621 170.0 1240 170.0 521 170.0 1188 170.0 521 170.0 1735 170.0 621 170.0 1953 170.0 621 48
In 170.0 700 170.0 524 170.0 RM 170.0 584 170.0 99i 170.0 630 170.0 1133 170.0 601 170.0 1275 170.0 677 170.0 1417 170.0 580 170.0 1700 17oii 080 170.0 1903 170.0 600 170.0 2267 170.0 880 60.
625 In 170.0 747 170.0 563 Woo US 170.0 631 170.0 1046 170.0 684 170.0 t196 170.0 723 170-0 1345 170.0 747 170.0 1404 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 766 170.0 2391 170.0 756 641.
170.0 707 170.0 512 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1431 111.0 137 170.0 1691 170.0 858 f10.0 1011 170.0 001 170.0 2231 170.0 051 170.0 2650 170.0 Bel 501.
170.0 US 170.0 701 170.0 1063 170.0 797 170.0 1210 170.0 70 170.0 4417 170.0 044 170.0 1394 170.0 9Ba 170.0 I-ni inn 1033 170.0 2125 170.0 1063 170.0 2479 110.0 1083 160.1 20D0 f70.0 1063 631n
170.0 9D0 170.0 745 170.0 Ilia 170.0 50 170.0 1302 170.0 Mo 1T0.0 1483 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 160.7 2553 170.0 1171 1/5.9 26" 170.0 1171 as
in 170.0 074 170.0 789 170.0 1169 170.0 903 17D.0 1. 17k. 1002 170.0 1558 170.0 1086 t70.0 1753 170.0 t155 170.0 0418 1710 1210 170.0 2335 170.0 1275 151.9 2437 1 .0 12M 132.9 2437 170.0 12W 721n
170.0 1063 170.0 S78 170.0 1275 170.0 1009 t70.0 1480 170.0 1126 170.0 1700 170.0 1228 170-0 1913 170.0 1316 170.0 2125 170.0 1387 145.6 2104 170.0 1488 124.9 2104 170.0 1129 109.2 T114 170.0 1530 761n
110.0 1122 170.0 037 170.0 1346 170.0 1080 170.0 1670 170.0 209 170.0 1794 170.0 1322 165A 1860 170.0 1421 146.E 1960 170.0 1505 123.8 96D 101.6 1518 106.1 1960 164.0 1535 92.9 1990 152.7 1531 781n
170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1042 170.0 1369 152.7 1861 170.0 1474 137.4 1881 483.1 1500 114.5 1661 147.3 1473 00.2 ISM 139.6 1459 65.9 1661 137.8 1454 go
In 170.0 1328 170.0 1111 149.1 1395 156.0 1219 127.8 1398 IWO 111$ 111.8 1398 121.3 1179 99.4 1396 110.2 1162 89.5 1328 101.6 1147 74.5 1390 69.a 1122 63.0 1398 2.7 1105r23
Use
78.0 1095 g6a
117.4 1229 161.5 1095 122.9 1220 127.5 1079 105.3 1229 11/.2 1061 n 5220 08.9 1044 01.0 1220 89.6 ION 73.7 1220 02.4 1018 81.4 1228 72.2 003 52.7 1229 65.1 9" 1229 62.1 967 1081n
t01.6 971 105.0 877 06.3 971 50.0 62 74.0 971 77.2 649 64.7 971 68.4 037 67.5 971 61.8 825 51.0 971 58.5 815 43.1 071 49.0 796 37.0 971 44.0 702 974 40.8 771 111195.
1 919 97A 832 70.5 910 1.9 810 eD.1 919 70.9 006 69 919 62A 794 53.0 919 56.7 754 47.7 919 51.D 774 9.7 9I9 44.6 758 34.1 19 10.2 T42 91B 37.1 732 120
ti 76.6 706 70.8716 82.9 786 8/.6 705 53.9 706 63.0 895 47.2 766 49.4 686 11.9 7. 44.1 877 37.7 788 10.5 686 31.6 786 34.9 65S 27.0 706 31.0641 A"
In 43.7 548 44.2 604 36.4 U11 37.0 490 31.2 646 31.9 491 27.3 646 292 165 24.3 619 26.J 47. 21.0 646 22.9 474 16.2 516 18.6 181 16,6 50 17.2 455 646 16.6 M8 AnchorCepacity
Table (lbs) AnchorCllp
Patterns Sobsbale
27k Corcrae 36k Cak. I Haow CMU Flied CMU PT Wood Mdat Arclor
Type Y76'Elco Ullamdr 111'EkOUaracon die ENO Utl11113'1C FJc0llaretOn V4'ExoUAmcon IW SS Ek0 AW0138a
1116'
Eko UNMean
VP
SS E110 A%03ala 10 51e6 ScR (05)Sirer(Cw5) 912SIce112 Sled sm.(
G5) Edo.
osiarca Any 1' 2-112' 1 1'1 2-1/2' 31I8' 1' 1• 2-V2 r 3.10 7 0.45' 0.5Y 0.324' Emb!
anall n 1314' 1314' 1314' 1-yr 2' 1.114' 1.114' 1-V4' 1-114' 1.1/4' 2' 139' 13r6' fades 2
ArK 1.75' MIA O.C. / a lord oroeel C 19 390 Ibs 3901Ds 4501bs WO as 1644 Ibs Z10 bs 364 Ds 7401 bs 374 in 6U We 946 to 341 all 442lbs 560 Ibs 1
Archon 2.fie'MIn O.C. I S laroar0 Olhd Cs 3' 7401bi 740 Ws 630 Ibs 65166 1424 an NIA NIA 0951os NIA fled Its WA 6B2os 805 Re 1120aa 6
Archon 1.71' Min O.C. I Slandso aOMel C 4' W5 bs 0501 750 Ibs 1946Its NIA NIA NIA 74/Blbs NIA WA WA 10221ts 13270a 16W Es4AKh0rs
3'MIn. G.G.1 215A Ctl i/ 7801bs 7 tE 13B0 ps 1580106 111B6ari ODs ISMIb. NIA 76011a 7481bs 680 The 18@Ibs 682Ibs 6B5Its 1120BAmhors
3'Min. O.C./ 20A C / 1170lbs 11701bs I=Ibs 234D Ibs 28"tln 8 N/A 1140 Aa 1122Ibs ISMIbs 2&%an 10221ta 13271bs 16B08n 3
Archon 1.34' MIn. O.C. I UC .In10.12V AWm. NIA WA NIA WA NIA NIA N!A WA NIA WA WA NIA6Arcro1s
oGrMh. O.C./UC ,Inlo.121f AWm. N/A WANIA WA NIA N/A NIA WA NM WA WA WA WA 21 9n 2
AKhOm 268'MIn O.CI FC' 370IOf 373 as 315 en 7431b1 712aa N/A NIA 348Ita NIA 440IDS WA 341 an 442Wt 560 an3
A.Ws 1.71"Mal. G.C.1fC! .10 4431Ds 525 as 9701Ds 073106 NIA N/A N/A M9 its NIA WA WA 511 Ds 664 IS S40 an NOTE:
FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE
1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE
5: FIGURE 6: FIGURE
7: FIGURE & FIGURE 9: FIGURE 10: ANGLE CLIP FIGURES
696) RS.
MUST
BE USED IN
PAIRS. TABLE
NOTES FVKMUL :
DP.,)
X ANCHOR CAP... USETHIS
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 LANCHOR
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 ANDIOR 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 W ITH 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" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS
BEYOND THE MATERIAL, #10 S #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. PRODUCT
REVISBD m
camplying wish de0 Florih Build'
usg Code 1 0 "0218.0 AcceptaaccNo3 Expir0lin
Date ZZ) D
Mn111 (
hhde Moduli lLlll
II111117 No.
58705 .c /
j$
t GJ
I;.
O
T, F(
O..... 7,'%
UNI)A. A.
LYNNIMILLER, P.E. FL
P.E.# 58705
Mullion Capacity Table Ibe/R°
Opening Width (for vertica"paming mullions)or Oponing Height (for tlori2oNay-spannrp Mullions)
501n 601n 701n BO In 901n too in 1201n 1401n too in
21l8i.25
Raclanguler
LOB&V
Trep/Trlarg.
Load"
Raclangrder
Lowing
Traplydsng.
Loading
RWangulr
Laadng TFiprIlt
ng. Leading
Redsnguler
ow
LingTrepTdsng.
Lowing
Recl
LowingenpulrTmp/rdmo. LowingReclenguler Loading
Tnprrden9. LoadnaRectangular
Loading
TeplTlt
reng. Loading
Recler,
gdof Loadng
TNprTdaril.
Laedklg
Rectangular
Loadn9
Treprrdeng.
Loafing
Alum.
Tubo Mullion
g
11
2`
8
F_
e•
E c a
0
3 E A'
c
F
60
at3 3 o. s
c
fie
xRz13 B
g L42
in 170.0 CO 170.0 435 170.0 744 170.01 478 1 170.0 60 170.0 606 170.0 092 170.0 519 170.0 H18 170.0 621 170.0 IND 170.0 521 170.0 1460 170.0 521 170.0 1735 170.0 621 170.0 A83 170.0 621 481n
170.0 705 170.0 524 170.0 550 170.0 584 170.0 002 170.0 630 170.0 1133 170.0 001 170.0 1275 170.0 077 170.0 1417 170.0 600 170.0 17DO 170.0 680 170.0 1083 170.0 000 170.0 22a7 170.0 6H 60.
526In 170.0 747 170.0 603 170.0 NO 170.0 631 170.0 1046 170.0 684 170.0 1193 170.0 723 170.0 134M 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 758 170.0 2092 170.0 766 170.0 Mgt 170.0 756 54
n 170-0 797 170.0 a/2 170.0 956 170.0 5B1 170.0 N16 170.0 rA 170,0 1275 170.0 03 170.0 1434 170.0 837 170.0 1591 170.0 058 170.0 1913 170.0 801 170.0 2231 170.0 601 170.0 2550 170.0 881 eon
170-0 085 170.0 701 170.0 1063 170.0 707 WO.0 1240 170.0 878 170.0 1H7 170.0 944 ITO.0 1S94 170.0 B90 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1063 170.0 2833 170.0 1063 031n
170.0 930 170.0 745 170.0 ilia 170.0 650 170.0 1302 170.0 NO 170.0 1458 170.0 1015 170,0 1073 170.0 1075 170.0 BSB 170.0 1122 170.0 2231 170.0 1160 VOA 2503 170.0 1171 170.0 29T5 170.0 1171 851n
170.0 974 110.0 789 17DO 1109 170.0 903 170.0 1364 70.0 1002 170.0 ISM 170.0 1000 170.0 1763 170.0 1155 170.0 1046 170.0 1210 170.0 2335 170.0 1275 170.0 2727 170.0 1255 170.0 3117 170.0 Vag C
72n 170.0 1D63 170.0 878 170.0 1275 170.0 1000 170.0 1450 170.0 1126 170.0 1700 170.0 1228 170.0 1919 170.0 1315 170.0 2125 170.0 1307 170.0 2550 170.0 14M 170.0 2975 170.0 1529 170.0 MOO 170.0 1530 J
nTa n 170.0 1122 170.0 937 170.0 1348 170.0 1080 170.0 1570 170.0 1209 170.0 1704 170.0 1322 170.0 2018 170.0 1421 170.0 2243 170.0 2092 170.0 1829 170.0 3140 170.0 1e94 170.0 Mg 110.0 1705 78n
170.0 1161 170.0 087 170.0 J381 170.0 Ilia 170.0 1811 170.0 1250 170.0 1842 170.0 t36e 170.0 2D72 170.0 1474 170.0 2302 M 170.0 2703 170.0 17D0 170.0 3223 170.0 1777 170.0 3863 170.E 1788 00
in 170.0 132a 170.0 1144 170.0 1594 170.0 1320 170.0 1058 170.0 1496 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2658 18 170.0 318e 170.0 2125 150.03N3 170.0 2273 138.E 3413 170.0 2361 g6
In 170.0 1417 170.0 1232 170.0 t700 170.0 1434 170.0 1993 170.0 1622 170.0 2267 170.0 1794 170.0 2550 170.0 1052 170.0 2833 1170.015M
96
180.0 3109 170.0 2338 137.1 3190 105.9 2470 120.03189 186.1 2428 1001n
170.0 1504 170.0 1409 170.0 191J 170.0 1047 170.0 2231 170.0 1070 170.0 25M0 170.0 207a 184.0 2701 170.0 2271 148.3 2781 J3 t23.0 2701 140.1 2281 105.9 2781 125.9 2234 92.7 Z1a1 116.0 2100111
In170.0 7630 170.0 1461 170.0 1866 170.0 1700 170.0 2297 17D.0 1932170.0 Mi 170.0 2140 151.E 25M 182.3 2245 130.8 2632 18 113.8 2512 120.4 2188 97.0 2632 115.1 2128f0a.7 2090 1201n
170.0 t771 170.0 1586 170.0 2125 170.01154.4 2252 159.e 1991..188/ 120.72252 127.2 1938 106.1 2252 1500.1 2252 99.8 167277.2 7252 e8.9 1676 57.8144
in125.1 1504 126.0 1445 104.3 1564 f08.1 1425 69.4 1S64 01.5 1407 78.2 1661 60.7 1390 00.5 1581 72.3 1373 02.8 1504 5a 52.1 1584 58.0 13J0 44.7 1564 49.2 1305 0.1 1561 11.4 12&1 Anchor
CaDacity Table Ibs Anchor
Clip Patterns Subslrl9:
2.7k Comfele 3.51; Cann. Holm CMU Faed CMU PT W000 Meld AMW °'
9118' Ell- Ulnwon 7M' Eko UltneonE...Ulrecon S18' Eko UsconVY16' E 1Id' Eko UVecan t/1' SS Eko AggeGelar6116' Eko Utracan1M' SS Eko A1pre0alorY10
S1tel SS.-)
lG5 s12
Sled Selew (
GS) Y12 Bled Saew (05) Edge
Dlelema (In): 1' 2.1r! V 2-w 3.116' 1' 2-12' 1' 2.12'j7481b.
3.
118' 2 0.48' 0,54' 0.324' Em1>
cM,enlC k 1-314' 1-N4' 1J/4' I-W4- 2" 1.114" 1.1/4' 1.1I4' 1-114' 1.1/4' 2 1JB' iw wdn 2
Amhrs 4.75' Mln. O.C. l Stendrd or 05aN F . 182 . 390 R. 3901be 4 In 8901bs 1644 The 270 The 280 lbs 354 Wa 740 INV2-72 946IM
341 1ba 4421b1 560 1be 4
Ammre 4.88" Mn. O.C. / Blendrd or 011sel CI . 3: 7801bs 780 ba No bs 1780 The 3232 bs 540 Bn 5001bs 7081bs 1480lbs 1892IM 6821be 88511s 11201bs6
Ambon1.71' Min. O.C. I SterMrd aOeen CIl F .4: 11501be 14001bs 1010 bs 25951bs WA WA 9401W WA 1065 be WA 13631be 770 be22d01ba4
AnW. YMin. O.C./ 35 d' 1 .5: 7801be 760 MI 0801W 15008» 1890lbs 540W 5601ba WA 7609. 18921bs 652IM 8WIbs 11200. a
Amhva 3' Min. O_C. / Zs5 A C11M l F . 6 : 15601bs 1560Ws 13601bs 3120Ins 3792 bs 10801he 1120 1M WA 15201ba 3784 Ibs 1363 Ibs 1770 IW 2401Es 12Amhora
1.6'MTb O.C. 7 2 2s5A / . 7 : 1860 The 21001be 1440 bs 37801bs WA WA 1320 be WA 15001be WA 2045 TM 26M lbs 33601bs 4
Awhm 1.34' MIn. O.C. I UCI Into.12Y Akan. FIg. 61: WA WA WA WA WA WA WA WA WA WA WAN/A 1430164 B
Anchors 0.64-MIn. O.C. I UCliInto.125%Alum. F .9I: WA WA WA WA WA WA WA WA WA WA WA WA NIA 2861 bsTAmhar 4.
80"Mh. O.ClF F.10'ebs450 MA 690 bs 151e271MJ141G NOW 341 Ws 4421bs 560lbs 4 Anchors
1.71' Mn. O.CJ F-0 . 11 590 Wa 7001be 5051ba 1208 The WA WA 4701be WA 503 bs WA NM WA 6B2 bs B851he 1120 ba 4NGHUR GAVAUIT7
AUJUb1MtNI FURMULA: DP,„) X (
ANCHOR CAP ANCHOR _ANCHOR CAP.- MULLION CAP.,,
o,,,, 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. NOTE: FOR
THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES Ab I Ht b I ANUlUCU cur-. TABLE NOTES: 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 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 FIGURE 5:
FIGURE 6: FIGURE 1: SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP
FIGURES
5.7)
MUST 13EUSEDIN PAIRS.
1--
2.
000'----1 250' fl
8.
000' 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 A25' 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 2' X 8' X.25' THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. MULLION PROOUCI' REV
I SBD ns eompiyina
w11h geo Flbfidr Build'u,
g Code i 0 218 G Acccpw,ceNo31 evitelinIn
Dole Zl it It
II II I11 I , 1
1NIN 7jI, PIu.5f;
705 - r.,^ Ll/
l.
rl; 9 Sl"
ATc OP t/. A. LYfJN'
NIIL tR, P.E. FL P.
E.# 58705
Mullion Capacity Table Ibse
Opening Width(forwrticely-apand mullions) or Opening Height(for horizontaly-sparring mulilons)
00In 60 in 701n 801n 901n 100 N 120 N 140 in 760 N
1.20" x 2.11"
Reclangulu I
L-Mrg TrepTdarg. Lorir9 Redatlpular
Ladng Treprdang. Waatling
Rmtergular
Loadng
TraptTderg.
lnadirg
Rectangular
Laadit Treprfdag. Lafingo
Reelangulw
Loadag TrW7flang. Loedrg Rectargulu
Loading
TaprTdanp.
Lading
Reetarlgulat
L-ang TreprfdWV. Loafing Rectangular
Loading Tnp ia% Loadng RxtangulaI
Loadig TWdenoLowlig
x.125"Alum
Tube Mull E E
19 t F
121n N4.2 121 167.0 420 120.2 528 146.0 419 103.0 526 138.9 414 90.1 526 134.8 411 80.1 528 134.1 411 72.1 528 134.1 411 60.1 VA 134.1 411 51.5 526 134.1 411 45.1 528 134.1 411
40N gas 403 100.0 333 80.5 403 S4.7 825 69.0 403 08.4 ffi0 QQ4 403 01.4 317 637 403 79.1 315 45.3 4M 78.6 314 40.3 403 79.8 M4 34.5 403 70.0 314 30.2 4W 70A 314
60.6261n D27 382 97.0 301 Bde 302 79.3 291 60.8 382 71.8 288 51.6 382 67.2 288 457 382 04.8 284 472 302 80.8 283 34.7 362 83.5 203 29.4 382 835 283 2b.7 382 83.5 253
641n 67.6 318 74.1 267 58.5 318 04,2 261 48.5 319 57.7 26e 42.4 310 63.5 253 37.7 318 50.8 250 33.9 318 19.5 249 28.3 310 49.1 240 24.2 316 49.1 248 21.2 310 49.1 248
c 80 N 49.5 260 53.1 219 41.2 Z6B 45,7 214 35.3 268 40.7 210 30.9 258 37.2 207 27.6 258 9 201 24.7 256 33.4 203 20.6 258 32.2 201 17.7 268 32.2 201 16.S 258 32.2 201
J
1a 87N 42.7 274 45.6 100 75.6 234 39.1 195 30.5 234 3/.7 192 28.7 271 37,6 89 Z3.7 234 28.4 186 21.4 234 2D.0 1& 17.2 234 28.8 183 15.3 234 285 1Cs 13.4 204 20.5 103
66in 37.2 213 30.A t03 31.0 213 337 170 26.5 213 29.8 170 23.2 213 27.0 173 20.6 213 25.1 170 196 213 237 169 15.5 213 22.2 187 13.3 213 22.0 1B8 11.6 213 22.1 181
721n 2&0 179 30.1 155 23.9 179 258 162 2a4 179 22.5 140 17.9 178p
147 159 179 18.7 145
761n 24.3 181 25.4 140 20.3 lei 21.6 137 VA 161 19.0 135 15.2 181 133
781n 225 152 23.6 1331 18.8 152 1 19.9 1 l31 16.1 1 162 17.5 128
Anchor Ce eclty Table be
SLOSI-tal 2.71, Corwele 3.&atC. 11o50ar CMU Fged CMU PT Worn metal
Anchor Clip Pattern@
Arcna Type Yt6•Eko U08em 1N'ElcO Uatacm Y16' EllaUl-m Y16'Eko UNacm 1lP Eko Ullracm
T SS EkeAggeGalm Y16• EkoU12em 1d' SS EtoAgge(190 e10 SledScrIca) e12 Steel8a94(G5) e12 SIeNScrex (US)
E Dlslarce n I.2-1l7 1' 2-12 3.1I8' 1• 2-lfr 1- 2447 2' 3.11tr 7 aw 0.51' 0.324'
EmoeanW pa 1.W' 1,/4' I-T4- 19r4' 7 1-1/4' 1.114' 1-114' 1.94' 1-IM 1-U4' 2' 1-Y8' 1-ye, sales
4 Pnctlon 3' MN. O.C.! 215A CJI ! 1' 7001M 7B0 gs 6801ba 15r 6s legii - 140" 9i010s WA 700 Nss 74810a B80 Na 18B210s 6821M B85 Ns 14301bs
kNt:KUKUAPAI:IITAVJUUIMCKI rU11MULA:
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 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 2-4 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, 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.
ANGLE CLIP MUST BE USED IN PAIRS. 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 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
f--1.286"'1 PrCOUCT REVISED
T os contplylna whh the Floritd
Build'ut8 Code `-0zl$, OAcaplmceNo3
Expiration Dalt1b 2.
116' 125'
1G7
MetDade lltlllrtrt
1.
28"X2.11'X.125'MULLION INTEGRAL
FM MULLION) i Nc,. 58705 C
OF kcRl
A.
LYt AVILCi k, P.E. FL
P.E.# 56705
TAR1 r 1SA
Mullion Capacity Table IbsM)
Opening Width (forverlicallt-sparnirp mullions) or Opening Height (for horizontalty-bpa7ring millions)
501n 6o N 70In 00 N 001n 100 N 120 N 1401. 1801n
3,26" 30
Reelanguler
L.-&V
Tra"ang.
Loudn9
Rectanpdar
Lowing Tnprrdang. LoWlmg Reclangubr
Usdop TrwTdere. Laadn9 Rectenod
Loadng
Trep7Trlen9.
Laadrg
Reclengular
LOadng
Trap) .g.
Lowing
Raclenpiar
Loadng
Tmp'Tdang
Loaft
Rectnpulr
Loednc
TiepfTd.V.
Lnedng
11W.pWr
Loadng
Tm mn@.
Loafing
RecImprlar
Laedn9 Tralmang. Lowing
DEG, AL
BAYMU ,L
F e
u' 0 ti
p
d
P
t7 d
g
JAI
c
l5
F
d
tT,
z
cPi
d ag
d
8.,
tZ g•
d
d t3 t
g
i
rJ
g8}
did
d a
8
u^
g g8
42In 170.0 1 020 170.0 435 1 170.0 7" 170.0 478 170.0 ON 170.0 WS 170.0 M 170.0 519 1-10.0 1110 170.0 621 170.0 1240 170.0 021 110.0 148a 170.0 521 170.0 1735 170.0 521 142.1 1740 170.0 521
40 N 170.0 708 170.0 524 170.0 OW 170.0 584 170.0 B92 110.11 630 170.0 1133 170.0 861 170.0 1275 170.0 677 170.0 1417 170.0 8B0 162.2 1522 170.0 680 130.b 1622 170.0 6Po 11l.2 15?2 170.0 660
50.0261n 170.0 747 170o 563 170.0 898 170A 631 170.0 1048 170.0 684 170.0 195 170.0 723 170.0 1345 170.0 747 1642 1443 170.0 750 136.9 1443 170.0 766 117.3 1443 170.0 756 1D2.6 1443 170.0 750
64 In 170.0 797 170.0 612 t7O.0 9W 170.0 691 170.1) 1116 17aO 754 170.0 1276 170.0 603 160.4 1353 t70.0 637 1".3 13" 170,0 656 120.3 1353 170.0 861 103.1 1353 170.0 WI Po.2 1363 170.0 Set
60In 170.0 695 170.0 701 170.0 1083 170.0 707 167.0 121a 170.0 070 148.1 1210 170.0 944 129.9 1218 159.8 938 119.9 121a 152.1 924 97.4 1218 1411A 911 63.6 ffl, 146.1 013 73.1 Ufa 148.1 913
63in 170.0 930 170.0 745 170.0 1116 170.0 050 160.2 1150 180,E 9J7 INA 1150 163.0 014 t10.8 1150 141.9 099 105.1 1150 134.2 685 87.6 1150 126.7 971 75.1 1160 125.2 70 65.7 1150 126.2 670
61 In 170.0 974 110.0 789 152.4 10411 165.8 081 130.8 1046 146.E B81 114.3 1040 133.1 850 101.6 1048 123.4 1W 91.4 t01B 110.6 @30 70.2 1048 109.4 821 65.3 1048 10112 Sia 57.1 1048 106.2 18
c 721n 140.8 BPo 147.9 784 177A 860 128.0 718 700.0 680 110.0 734 08,0 B80 100,0 T22 70.2 880 92.0 712 6B0 88.2 7.3 50.7 600 792 693 60.3 0B0 78.6 888 44.0 aeo 76,4 880
3 761. 119,7 7Po 125.1 89p 90.8 7Po 106.4 076 05.5 7Po 93.3 603 74.8 7Po 03.9 062 66.5 7Po 76.9 643 7Po 71.7 0J5 49.9 790 85.1 821 12.0 790 82.1 819 3TA 7Po 61.0 617
S TO In 110.8 750 11b0 657 92.J 76D 98.1 8M 7D.1 760 B5A 6J2 692 76D 77.1 021 81.6 760 70A 612 7b0 65.7 805 482 760 69A 594 39.6 760 60.2 580 J4,8 750 45.5 588
90In 721 5W 74.4 500 60.1 503 02.9 491 51.5 683 64.5 483 45.1 583 40.9 475 40.1 W3 44.4 460 t.
4
863 40.9 482 30.0 563 36.2 452 266 563 33.3 445 276 503 31.0 442
96In 69.4 495 61.1 443 49.6 495 51.5 435 42.1 495 l4.0 427 37.1 495 39.9 421 33.0 495 36.1 415 495 332 409 24.0 405 29.1 400 21.2 495 20.0 394 1Q6 495 25.0 390
1081n 41J 391 42.6 353 34.8 391 35.0 345 20.0 301 31.1 342 26.1 391 27.6 337 23.2 391 24.0 333 391 22.0 328 17.4 301 10.7 321 14.9 391 17.0 316
III N 35.4 370 39.2 335 32.0 370 33.0 330 27.5 370 28.0 325 24.0 3T0 25.7 320 21.4 370 22.6 316 370 20.2 312 18.0 370 18.1 305
120 N SOA 317 70.9 2B8 20,3 317 26.0 284 21.7 317 22,6 2a0 19.0 317 IDA 278 18.8 117 77.9 213
1" N 17.6 LN 1 17.0 203 1 1 1 14-
TAOI C 4c0
Anchor Capacity Table Obsi
Anehor Clip P8Rema
S.W.tc 231k C-Is 3.6k Cons. 140110w CMU F•ee CMU PT Wood Mimi
Ancbw Type: 3/16'Eko unt-on 174'Eko UBreean 5f 16' EkoUlbman SIt6'Eko N@Sean 1f/•Eko Ullneon 1/4' SB Eko
A99re0elar
N70. Eko
Uttncan
1M' S6 EkoApgn1(,elar e1D SteelScrew (05) e12 Bleeleorew (051 012 Sled9orew(05)
Edge (Utswe (NY 1' z-Irr r x-vr 3.09• 1. 2-vr I• 2-1fr r itf0' 2' o.49• 0.54• 0.324'
Embedmanl(In): 1Jf4' 1-314' 1•FP 1-314' Y 1-1/4• 1.114' 1-1/4' 1-1/4• 1-114' 1.14- Y 1.7eB' 1.7/0• lerba
2 AncMra 5•AYn. O,C.1 2a5Ar1gk Cli I '.tY 3 Ibs 7PoIba ISO ka OPo loa 17001be 2701ba 2801b 3541ba 7400 77410s 7201be 946lba 3411Da 4421he SeO IOa
4 Anch- @ 3.5- Min. O.C. I (2) 2a5 AnOk C6pe 1 (Flo. 27 780lba 7801W 790Iba 1670 R* 25251ba 540 ba 5B0IW WA 11201ba 74B 10s 6Po I W 10B216a 8821ba BBS lh 11201ba
O Mown 2.71' Wm O.C. f 2 2a5 b /(F . 3 1t201b! 11201be 958 ba 22461bs 225/ a• WA el0lba WA 1059His I NIA 1 1320IW WA 102x b 1727 Ibs 1060Iba
FIGURE 1:
FIGURE 2:
n
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.
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 A25" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAYBE STEEL, 18.8 S.S. OR 410 S.S.
DP-) X ( ANCHOR CAP.,„,,-) =ANCHOR CAP.,,,
MULLION EAP.,„",,,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 SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
30' BAY
MULLION
I3.2/ 50'
6Y4
I%ROOUCT REV]SLD
as cemplyins with die F147rida
BOildin6Code ,1 -
1111II rl/f
i:U.IiBIO.`i ,
T
If.7=
A. Ll/NN MILL!A, P.E.
FL P.E.# 58705
CLI- "1
muillon CaRlicifty Table Ibaw
Opening YVldth (tor venlTalVapard mUliolls) orOpening Height (tor horizoriaay-aparring MiAlons) 50
in so in 701n 801n 90 In too in 1201n 1401n ISO In 3,
26" 46 Recl.guler LoadTreNTAeng. LoadReclenouler Loedn
Tapffoang.
Lowing
Rectmiyuler
Lacing
Trep/
Tdwv Lowing
Reclen9tlar
Lacing
TMP(
Tderg. Lowing
Rec4rlpAN
owing
TrapTAwo.
Lowing
Redengder
Lading
Tmprrdeng.
Lowing,
ReolengWr
Ladeg
Tup7TAeng.
Loadng
Reclmilular
Ladng
TIapTAeng. LoadingRdw Wn Lowing
Treplyderlg.
Lowing
DEO.
AL BAY
MULL 42
in 170-0 820 170-0 435 170.0 744 170.0 478 170.0 888 170.0 age 170.0 092 170.0 510 170.0 Ilia 171-0 s21 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 160.3 1871 170.0 521 481n
170.0 7a 170.0 524 17el) 850 170.0 sm 170.0 eel 170.0 630 170.0 li33 170.0 661 170.0 1275 170.0877 170.1 1417 170.0 850 163.7 1837 170.0 NO 140.3 1637 170.0 680 122.E 1837 170.0 No 50.
625In 170A 747 170.0 563 170.0 80 170.0 63t, 170.0 1046 170.0 684 170.0 1195 170.0 723 70.0 1345 170.0 747 170.0 1494 170.0 760 147A 1552 170.0 760 120.1 1552 170.0 756 110.4 1552 170.0 750 54
in 170.0 787 170.0 612 170.0 06 170.0 891 170.0 Ilia 170.0 754 170.0 803 170.0 1434 170.0 037 155.2 1455 170.0 858 12C3 1455 170.0 551 110.0 1455 170.0 Bat 07.0 1455 170.0 661 BO
In 179.0 605 170.0 701 170.0 1003 170.0 797 170.0 1240 170.0 878 170.0 944 139.7 1309 170.0 98a 125.7 1309 183.5 984 104A 1308 157.1 982 SB.6 1309 157.1 962 7a.6 130tl 157.1 B82 63M
170.0 930 170.0 745 170.0 Ilia 170.0 SO 162.9 1247 V0.0 94D 164.5 083 128.7 1247 152.0 e85 114.0 1247 144.3 952 95.0 1247 130.2 905 81.4 1247 135.7 05 71.3 1247 135.7 935 65
in 170.0 974 170.0 739 170.0 1169 170.0 9M USA 1190 103.7 965 179A881 147A 945 115.4 1190 130.6 926 IOX9 title 128.4 914 80.6 119e 119.5 896 74.2 1100 11M 093 64.0 11o0 110.1 893 c
121n 181.E 1010 189.0 877 134.7 1010 1M.6 859 115.4 1010 127.2 612 0 114.7 626 89.8 1010 105.6 517 60.8 1010 B59 607 87,9 1010 80.8 705 57.7 1010 87.6 70D 50.5 7010 87,7 759 3
761n 117.4 906 143.5 7B2 1f1.5 B06 122.0 775 98.1 BOB 107.1 787 98R 749 76.3 gag a6.2 73a Be.7 BOB 82.3 729 57.5 906 74.7 716 48.1 906 71.2 710 42.8 906 70.8 706 M
181. 127.1 881 132.5 764 105.9 661 112.5 738 90.6 Bat We 725 88.5 713 70.6 661 51.0 703 03,6 581 15.4 894 53.0 66t Bill Gal 45.4 Sal 04.5 a75 39.7 861 83.7 W2 901.
2.7 640 55A 574 68.9 648 72.1 Sal Soli 646 02.9 554 St.? 6{6 58.1 545 46.0 50 50.0 537 41.4 W 47.0 130 S{.3 m 41.5 519 29.5 648 35.2 511 25.0 00 35.5 SW 081n
88.2 NO 70.1 508 Se.8 5B6 60.1 499 48.7 568 51A 491 42.5 We 45.5 403 37.9 588 41.4 476 34.1 Sea 38.1 470 28.4 a88 33A 459_ 24.3 568 30.5 452 21.3 508 287 M7 108
In 47,9 449 48.0 405 30.9 449 41.2 3B9 M.2 UB 35.7 193 29.9 419 41.7 3B7 20.8 M9 28.8 382 23.0 449 26.1 377 20.0 d9 22.7 age 17.1 N9 20.4 391 75.D 44B IS.B 356 111
N 4{.I 425 45.0 395 35.6 425 37.9 37B 51.5 425 32.a 373 27.0 425 29.1 3a7 24.5 425 20.2 362 22.1 425 24.0 356 16.4 425 20.7 350 15.8 425 18.8 343 1201n
S/.B 38/ 15.5 33 229.1 364 29.0 325 24.9 3G 25.6 321 21.8 364 22e 317 19.4 364 20.5 313 W.5 364 18.7 309 144
In 20.2 253 20.4 233 16A 253 77,1 270 Ht5G
IUD Anchor Cavaeltv
Table Ib9 Subslrale: 2.
7k C-t. 3.5k Cone. Halloo CMU F•ed CMU PT Wood Melal y18' Eko
114' SS Eko y16' Eleo 1f4' SS Eko 10 Steel 912 Sleet 12 Sled Anchor Type:
3110' Eko Ultrecon 114' Elea UBreea Ulu.. YIV Eko
Ullraeon 114' Elea U,Www Agv valor UanCon AgWeMl« 5c (G5) 6onw(G5) Serew(W) Anchor Cllp
Pallema Edge 0I.
I..dmoe(in):
V
2-VT 1' 2-1n 3.118' 1' 2-12' 1•- 2-IYC 2- 3-7fe' 2- 0.48' 0.54' 0.324• Embeent on): 14W
UWAI- 1-314- 1.3l4' 2 1-1/4' 1-1M' 1-1l4' 1.114 1-1f4' 1-HP T 1-wr 1.9r8' wdee 2 Aralnra 5'
Min. O.C.I 22a5M I .1 390IM 390 ks 4501bc 890 Ru wo01a 270Ia 2BOlos 3541bs 7401oa 3741ba 7201a 946 Wa 3471be 4421ba SBO ibe 4 Anchaa ® 3.
5' Min. O.C. I (2) 2a5 Argle Ctipa f (Fig. 2): 700 M7 T601bs T90 ros iG701ba 25251ba 5401bs 5601aa WA 1120lbs 148 He BBO Ibs 10921bs be2lba BB5 lb. 11201be 8Awhwe 2.7PMfn.
O.Gf 2215 An CO f ,3), 11201bs 1120lbs 958Ms 22481bs 2254 Ia WA 8101a WA 10591a WA 1320gs WA 1022lbs 1327 Ibe 78501ba 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. 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 BE AT LEAST .125' THICK
AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. PiO & #
12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. NC 0 APACITY
ADJUSTMENT FORMULA: DR-) X.( ANCHORCAR„
o,,,-) _ 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.
RJR Sz PRODUCT
REVISED
u
complying with
ale Fin" Building Cod. f6'
o218 Ac pfancc HoE.oireli0n Dated-
L_ hr_ IJJ;
31A,1'
b.OI" - A. LYNIJIy1 GeR;
FL P.E.#
58705
385'
125' STANDARD CLIP
2.625' 2.000" 6063-T6 ALUM.
X-SECTION
125"
375"
1' X 4' X .375'
T%MULLION
6063-T6 ALUM.
X-SECTION
1.25" X 3.25' X .100" 1.25" X 3.25" X .02C 1.25" X 3.94" X .624"
MULLION MULLION MULLION
6005-T5 ALUM. 6005-T5 ALUM. 6005-T5 ALUM.
XSECTION X-SECTION X-SECTION
2.661"
5.500'
3.125"
C.
375'
375'++++++{{{{{{ -- _ CREATEREATE FETO SEE
MIN. DETAIL F, SHEET 4
I 1 I I I
I I I I
I I 1 I
I I I I I
I I 1 I
375"
F
I 1 I I I
I I I I
I I I I
I I I 1
1 I I I
I
l 1.125"
MIN.
4/
MIN.
CL STANDAROCLIP
CENTER OF ANCHOR HOLE MUST LIE - 6063-T6 ALUM.
WITHIN THE DASHED BOUNDARY. SEE
TOPVIEW
SHEETS 5-20 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER + 1116".
I I
125.
125" 45+ 2.250'
30'
0'3.250"45- BAY MULLION 3.2
30'BAYMULL663-T6 ALUML-L V 6063-
T6ALUM. X-SEC X-SECTION
I;I
1`
I
I .
125" I
226", .
226'
y NOTES: 1)
HOLES
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE
SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE
SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 375' I
I
I 1
I I
I I
I I
I H I
I
I I
G OFFSET
CLIP 6083•T6
ALUM. TOPVIEW 740"
ce
I
o
Z .125.
Y 2.
000'
L CLIP U-CLIP
UM.6063-T6
ALUM.N .125. N X-SECTION
L Ag tD Z
CENTER
OF
ANCHOR HOLE MUST LIE WITHIN THE J DASHED BOUNDARY.
SEE SHEETS 5-20 FOR THE j a ANCHOR
O.C. DISTANCE. MAXIMUM ANCHOR ED s HOLE DIAMETER:
ANCHOR DIAMETER • V16 375" CENTER
OF
ANCHOR HOLE
MUST LIE
WITHIN THE DASHED
F BOUNDARY.
SEE SHEETS 6-
20 FOR THEANCHORO.C.
DISTANCE. MAXIMUM
ANCHORHOLE
1
DIAMETER:
ANCHOR DIAMETER
11116".
U-CLIP
6063-TB
ALUM. TOPVtEW TABLE
C
Dimension Value
fln)l Por Mulllon: 1- G
1.
000 t25' Aluminum H
2680I3000
Tube Mullion F 3AS7
1' X4• X G D757
375" Aluminum H
2430I3000
Tube 6'T F 2250
1.25" X3.25' G 0.
760 X.t00' Aluminum H
1.500 1 3.
250 Tube Mulllon TABLE D
l MIN.
375'
MIN.
I
I
I I
I I
I 1
1 I
I 1
TABLE C,
CONT Dimenslon Value (
In)j For Mullion: G 1.
938
0.600
1 .25
X 3.25' X.624'
Aluminum Tube
Mullion
H 1
1.
438
3.250
F G
iFF
2.025 1.125
1.25"
X3.94' X.624'
Aluminum Tube
Mullion
H 1
1.
500
3.250
F 2.
813 30' BayMull 2.875
145' 8e Mull 2X5 ANGLE
CLIP 6063-T6
ALUM. TOPVIEW Mull
Dimension
sheet O)
PGT paAri
Mullion Sid.
Clip I Offset Clip U-CIIp Angle Clip 1"X4'
X.125-(10) 69364 888111M 6861'122M W241M OW518M 1"X4-
X.375'(11) 66610 W6112M 6881123M 060242M 666519M 1" X4•
X.375''T" (11) 06653 666112M 6661123M 668242M 668519M 1.25'
X 3.25" X.100' (13) 201W 6861127M 6Wl 124M 6662410M 6665115M 1.25-
X 3.25- X.624- (14) 20161 6661128M 0Wil25M 66VA11M 6MI16M 1.25-
X3.94• X.624' (15) 20162 6661117M W61126M 6W241M 6517M 30 Dogma (
19) 66649 WA WA WA I 6665110M 45
Degree (
20) 66850 WA WA WA 6665111 M 33O11Cr REVISED
Plying,Alh
the Florida Building Code
Acceplellce No
B>(PimtiQn
Date 7f.OZ ( r: M0
5a705 ••.
t7 OTC ' •.
FLURI
A' \% A LHN{
I(6 R; .E. FL P.
E. 58705
TAQI C C
Mull Dimension
sheet#)
PGT Part#
Mulllon Std. Clip U-Cllp I Angle Clip
2" X4" X.25" (16) 66602 666261M 686271E1 6885112M
2" X6" X.2V'(17)1 666D4 I 666262M 1 668272M 8665113M STANDARDCLIP
2.000"
6063-T6 ALUM.
NOTES:
X-SECTION
L1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING .
125'
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. -------------- — IL—
111a2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE
HOLE LOCATIONS. 1-490•
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS_
0,0
4.000"
260"T X 4' X .25'
MULLION
6063-T6 ALUM.
X-SECTION
2.000 ------- j
TX6'X.25'
MULLION
6063-T6 ALUM.
X-SECTION
F
125'
U-CLIP
2125' I 6063-T6 ALUM.
XSECTION
I
7 .
125"
5.500
CUT HERE TO
3.500" CREATE F-CLIP,
375' 'L I _ SEE DETAIL F, .375' -375'
MIN. r SHEET4 MIN.
r_____-__ ___' __ ________--
II
III
I I
I I
I I
I I
I— - - — - - —I- 3.438" E + 3.438"
I I
L ij
I I
I I
7 I
I I I
L- STANDARD CLIP U-CLIP, 60B3-T6 ALUM.
CENTER OF ANCHOR HOLE MUST LIE 6W3-T6 ALUM. SED FOR 2' X 4' MULLION. SHEET 18
WITHIN THE DASHED BOUNDARY. SEE TOPVIEW TOPVIEW
SHEETS 5.20 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE
DIAMETER: ANCHOR DIAMETER +1116'. WITHIN THE DASHED BOUNDARY. SEE
SHEETS 5-20 FOR THE ANCHOR O.C.
5.500" DISTANCE. MAXIMUM ANCHOR HOLE
CUT HERE TO DIAMETER: ANCHOR DIAMETER 11116'•
3.500' CREATE F-CLIP,
MIN.
SEE DETAIL F,
MIN. rCSHEET4
375'
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4.688" t 5.430"
I I 5.438'
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I ---_____-
I __ ---
STANDARD CLIPL U-CLIP
6063-T6 ALUM. 6063-T6 ALUM.
TOP VIEW USED FOR 2" X 6' MULLION. SHEET 17
TOPVIEW
1 I--.125"
2X5 ANGLE CLIP
6063-T6 ALUM.
2.000' X-SECTION
I 125"
han
o
5.000' 375' W
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MIN.
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4 L—_____—_I
1-- Z U Q 0 p
3.43W Z ZsZ m o
7w
mod p- E375" Z
L_____________________J MIN. LU OLJ n
Q2X5ANGLECLIPQ5iZOCENTEROFANCHORHOLEMUSTLIE6063-TB ALUM.
WITHIN THE DASHED BOUNDARY. SEE TOPVIEW
SHEETS 5.20 FOR THE ANCHOR O.C.
wO30.'01Wy,0
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER t 1118'.
u
a a
I
L__________________
2X5 ANGLE CLIP
6D63-T6 ALUM.
TOPVIEW
MIN.
GOucT RL•V1sED
as complying with the Flmidr
Building Code {(o-OAcceplanccNo 7•115.03
Expiration Date • aa/ . U)a I
1111111 Ili 1
C, ,GENSF •.,F,,
F-
No.58705 _
375'
lMIN. -it '. (iL• ql' O; -
ONN
A. LYNtS w1ILLER, P.E.
FL P.E.# 58705
EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.114'. THE OPENING REQUIRES A DESIGN PRESSURE OF +60.01-60.0 PSF. n
NO ANCHORS IN HEAD 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32"+32+1' =65". REFERENCING SHEET 25, THE COLUMN USING
LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114" AND WILL MEET OR EXCEED THE REQUIRED iRECTANGULAR
DESIGN PRESSURE OF +60.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
3EE SEE FROM TABLE 3A, SHEET 7, THE V X 2.75" X .375' MULLION (LENGTH = 72% OPENING WIDTH = 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1-58.3 PSF AND WOULD
FENESTRATIONPRODUCTS DETAILS, SHEETS NOT BE SUITABLE FOR THIS APPLICATION,
APPROVAL 2-3 FROM TABLE 4A, SHEET 8, THE 1' X 2.75' X .850' MULLION (LENGTH = 72', OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF +1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
72- OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N
MULLIONLENGTH
4
2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5
WITH #12 HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL.
t s
z h tV aY
E
ANGLE CLIPS (4) ANCHORS
ESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRSEE
PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
0
J
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. W Ir X
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +1-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 838 LBS. ALTERNATIVELY,
NO ANCHORS
L—OPENING.
m
IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: 7
F-
V--LL w oTHi(60
636 LBS
PSF) X ( > = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 48)
IDTH— 727 P$F 7 9 m
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMB$ AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2.3187. THE OPENING REQUIRES A LU
DESIGN PRESSURE OF +50.01--55.0 PSF. Q
FOR THE VERTICAL MULLION: 7 Q N 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"+30'+1' =73. REFERENCING SHEET 25,
SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL
4 Z
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THE COLUMN USING RECTANGULAR LOADING
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.
LuNJ 0 0
EXAMPLE 2: MULTIPLE MULLIONS W 0.
FROM TABLE 3A, SHEET 7, THE 1"X 2.75" X .375" MULLION (LENGTH = 108', OPENING WIDTH = 80') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1-15.1 PSF In InMULLWIDTHII AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. V X a O
FROM TABLE 12A, SHEET 16. THE 2" X 4" X .250- MULLION (LENGTH = LOB', OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS
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SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
SEE
DETAILS,
32'
FENESTRATION
SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+36'+2"=74", NOT 73" AS PREVIOUSLY
xx
PRODUCTS
2-3 ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING, ALTERNATIVELY, THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN
APPROVAL',THE 73' DIMENSION (35112'+3S1IY+2'=73').
2) USE TABLE 120 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED
VERTICALI I CONCRETE HEADER AND SILL ARE $" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE a-, CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
MULLION ` - - ` USING THE STANDARD CLIP WITH (6) 3116- ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1l2" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND
LENGTH THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
DETAILS, DETAILLE,
6OPENING SHEETS 2-3 SHEET3 FOR THE HORIZONTAL MULLIONS:
HEIGHTFOR BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER
Mu ION 72LLIHORIz. / / MULLION TYPE COULD BE CHOSEN, '
AND HEIGHT IS 32'+72"+2" =106. REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAUTRONGULAR LOADING MAY BE RCiJUCT
REVISED t
cam—plplylnd iCodewish
C- Florin 1)
THE MULLION LENGTH IS 36' THE OPENING HAS
A DESIGN PRESSURE OF +1-170.0 PSF WHICH EXCEEDS THE ui
6•o21$ -0,3 USED. FROM TABLE 12A, SHEET 16, THE 2- X 4' X .250- MULLION (@ LENGTH = 42', OPENING HEIGHT =1201 REQUIREMENTS
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. Acmptanm
No E
p,m lbl.,aO21 SEEDETAILS,
2) USE TABLE 12B TO FIND THE ANCHORTYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. INTHIS EXAMPLE, ASSUMETHE CMU JAMBS ARE W IIyWIDE. IFTHEMULLIONCLIPWERETOBECENTEREDWITHINTHE8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH Mieln 4)
3!t8" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR YHE REQUIRED IL
ANCHOR CAPACITY OF 521 LBS. 3S',
HORIZ. 35', HORIZ MULL
LENGTH MULL LENGTHIJ 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR SUITABLE,
FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE CC11 /;
CAPACITY
IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE i4U.
58 /' OPENINGWIDTHFORVERTICALMULLANCHORTYPEISA #12 STEEL SCREW. FROM
THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:..: 1-
64.7 PSF FROM THE VERTICAL MULLION; 1-
170.0 PSF FROM THE HORIZONTAL MULLION AT TO CMU; 4Q 36' 1-
170.0 PSF FROM THE HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). C. S AI U 36"
WOULD
APPLY TO ALL OF THE MULLIONS. LO(;t0 ' ' c THELOWESTDESIGNPRESSUREIS +/-64.7 PSF AND VERIFY
THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS,
WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A. LYNN MILLE2, P.E. ACCORDANCE
WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.# 58705
EXAMPLES OF RECTANGULAR LOADING:
a/
ql
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j
SILL OF WINDOWS NOT ANCHORED
WITH INTERSECTING HORIZONTAL MULLIONS 1III
EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING:
O
HINGED
DOOR
LOADING OF VERTICAL MULLION g U) i W
ADING OF HORIZONTAL MULLION Q d st
Z ¢ rn o
F Z NCD O
PW
N
aZ
D
of
QooJ
vYi
p 0
SHIDH OfOf
f
I LOADING OF (2) HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
I MULLION
PIA
I
HINGED
PW PW I
NOTES: i;CiQUCTREVISED
DOOR
I vs com plying wiN We Florida
I i)DRAWINGS ARE Building Code
RERESENTATIONS OF TYPICAL Acccplancc Nn O3jPWCONFIGURATIONS. E imti Dm° QOZ(
CONFIGURATIONS NOT SHOWNPW
MAY BE EXTRAPOLATED FROM
D
M101- a hoduq
00 / 1 — - THOSE SHOWN.
I
p j 2) IF THE LOADING TYPE CANNOT
BE DETERMINED, USE
PW kol., •••"'•.
RECTANGULAR LOADING.
PW
rl`'SF'•9
PW I
3 SEE PRODUCTS' APPROVAL FOR
ACTUAL ANCHOR LOCATIONS.
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I ( /
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j v—
Y :.-
SGO
LOADING OF VERTICAL LOADING OF HORIZONTAL A. Lvr;ryIL R; d.E,
MULLION MULLION FL P.E.# 58705
Job Address:
Parcel ID:
z..
JUN 1
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: t -I 1®5
Documented Construction Value: $J O
Historic District: Yes No
Type of Work: New Addition Alteration
Description of Work:
Plan Review Contact Person:
Phone: Fax:
Name
Street:
City, State Zip:
Name S'(" -/
Street:
Residential Commercial
Repair Demo Change of Use Move
Title:
Email:
Property Owner Information
Phone:
Resident of property? :
Contractor Information
Phone: v° i 'q BCD
Fax:
City, State Zip: ` y i /
l` State License No.:
Architect/Engineer Information
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
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. 1 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: 51' Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
r
NOTICE: 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 of this 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 of a 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 of the 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.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof
Construction Type: Occupancy Use: Flood Zone: _
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps,
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
Water house plumbing Inc. Estimate o
P,6Box 1046 Sanford , FI 327725171
State Cert # CFC 1427534IPLicensedMasterPlumber June 15, 2017
407.805.9928
QUALITY AT YOUR TAP' 407.415:9304
IF
407:327.3005
Sc6tt@mywaterhouseplumbing.com
I WtiwV.mywaterhouseplumbing.com
i
4
fl
r - i....L nC
ak t 4y
c
CBI
Me
a
2175 Marquette Ave
Sanford Fl N '
May 27th 2017 1 $2,200.
110 Club Rd.,
ianford, FL
Will provide and install a new 40 gallon tall A.O. Smith hot water heater, and a plastic pan
hat pan drain line terminates outside the building.
Fhis will also consist of a thermo- expansion tank.
Lots of extra steps in his one to bring up to code)
Will move the kitchen waste and water lines into the left-hand side through the cabinets
luring trim time.
Will provide and install a 6040 split 8 inch deep kitchen sink with a Moen faucet with
pray.
No disposal)
Will jackhammer floor to move the waste to accommodate new right-hand sweeping
wan vera tech barrier free shower pan, supplied by CBI. New trap, concrete removal and
Thank you Total $2,200.00
BP200I01 CITY OF SANFORD 6/15/17
Application Inquiry 13:31-:30
Application number . . . . . 17 00001693
Application status, date PERMIT PROCESSED 6/15/17
Property 107 W 27TH ST
Parcel Number. . . . . . . . 01.20.30.514-0000-0010
Old CID. . . . . . . . . . .
Zoning . . . . . . . . . . . RC1 RESTRICTED COMM
Application type . . . . ELEC ELECTRIC PERMIT APPLICATION
Application date . . . . . . 6/08/17
Tenant number, name . . .
Master plan number, rev'wd by:
Estimated valuation . . . . 1650
Total square footage . . . . 0
Public building . . . . . . NO
Work description, qty . . .
Pin number . . . . . . . . . 550057
Application desc . . . . 100amp to 125amp c/o panel
Press Enter to continue.
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