111 Laguna Ct 17-2071; RENOVATIONSCITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
D
Application No:
Documented Construction Value: S 62.199.45
Job Address: 111 Laguna Q -Sanford, FL 32773 Historic District: Yes No ElParcelID: 10-20-30-503-0400-0530 Residential X Commercial
Type of Work: New Addition AlterationEl Repair Demo Change of Use Move
Description of Work: Interior and exterior renovations - See attached scope of work
Plan Review Contact Person: FJx Title: /Lc?Srt ui[.
Phone: `% -Sb'_E( Fax: 4fv7-32Z-' 6i// Email: Qmbel-GGh:u r,•
Property Owner Information
Name Andre Green Phone: 407-878-4246
Street: 111 Laguna Ct Resident of property? : Yes
City, State Zip: Sanford, FL 32773
Contractor Information
Name Corinthian Builders. Inc. Phone: 407-403-5658
Street: 2175 Marquette Ave Fax: 407-322-8641
City, State Zip: Sanford, FL 32773 State License No.: CGC 058246
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Add ress: 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 `7
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: 5" 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.
o12
Signature of 0%vner/Agent Date
IA&JAr L.
Print Owner/Agent's Name
C
Signature of o ary•Stat o ida Date
0*4 MARIACORVILLE
x0011
My COMMISSION 9 GG 051629
EXPIRES: December 27. 2020
Banded Ttw Budget Noisy Ser*"
Owner/Agent is Personally Known to Me or
Produced ID __L,::Type of ID ':D.L__
Signat a Contractor/Agent Date
Print Contractor/Agent's Name
Kt12 v 0,n R") 7
Signature of Notary -State of Florida Date
cOM ° /
k MARIACORVILLE
MY COMMISSION 9 GG 051629
EXPIRES: December 27, 2020
Baided TM BWPI NOtsy Savkes
Contractor/Agent isPersonally Known to Me or
Produced 1D Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: BuildingFf Electrical [( Mechanical 2 Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: Z ILITIES:
ENGINEERING: iM-TI;-7-%t-1-1 FIRE:
COMMENTS:
ZL
Flood Zone: ?C- c
At; kC tib
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: 7
Revised June 30, 2015 Permit Application
6/28/2017 SCPA Parcel View: 10-20-30-503-0400-0530
Property Record Card
DMo 0 0"'tf>t Parcel: 10-20-30-503-0400-0530
P
Owner: GREEN ANDRE L SR
Property Address: 111 LAGUNA CT SANFORD, FL 32773
arcel Information
Parcel 110-20-30-503-0400-0530 2017 Working
Owner GREEN ANDRE L SR
Property Address 111 LAGUNA CT SANFORD, FL 32773
Mailing 111 LAGUNA CT SANFORD, FL 32773-5545
Subdivision Name HIDDEN LAKE PH 2 UNIT 1
Tax District S1-SANFORD
DOR Use Code 01 -SINGLE FAMILY
Exemptions 00-HOMESTEAD(1997)
Legal Description
LOT 53 BLK 4
HIDDEN LAKE PHASE II UNIT I
PB 24 PGS 15 TO 17
Taxes
Value Summary
Tax Amount without SOH: $900.00
2016 Tax Bill Amount $519.00
Tax Estimator
Save Our Homes Savings: $381.00
Does NOT INCLUDE Non Ad Valorem Assessments
J
Taxing Authority
2017 Working i 2016 Certified
Taxable Value
Values Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 78,820 69,060
Depreciated EXFT Value 400 400
Land Value (Market) 25,000 21,000
Land Value Ag
66,948 46,948
Just/Market Value " 104,220 90,460
Portability Adj
45,600 Yes Improved
Save Our Homes Adj 37,272 24,889
Amendment 1 Adj
P&G Adj 0 0
Assessed Value 66,948 65,571
Tax Amount without SOH: $900.00
2016 Tax Bill Amount $519.00
Tax Estimator
Save Our Homes Savings: $381.00
Does NOT INCLUDE Non Ad Valorem Assessments
J
Taxing Authority Assessment Value Exempt Values
LOT 0.00 0.00 1 $25,000.00 $25,000
Taxable Value
County General Fund 66,948 46,948 20,000
City Sanford 66,948 46,948 20,000
County Bonds 66,948 46,948 20,000
Schools 66,948 30,000 36,948
SJWM(Samt Johns Water Management) 66,948 46,948 20,000
Sales
Depth Units I Units Price Land Value
LOT 0.00 0.00 1 $25,000.00 $25,000
Description I Date Book Page Amount I Qualified Vac/Imp
WARRANTY DEED 8/1/1996 3116 0786 67,000 Yes Improved
PROBATE RECORDS 1/1/1996 03022 0787 100 No Improved
WARRANTY DEED 4/1/1981 01331 1472 45,600 Yes Improved
Find Comparable Sales ;
Land
Method Frontage Depth Units I Units Price Land Value
LOT 0.00 0.00 1 $25,000.00 $25,000
Building Information
Is Bed/Bath count incorrect? Click Here.
f< Description
Year Built I Fixtures I Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages
Actual/Effective
http://pareeldetail.scpafl.org/PareelDetailinfo.aspx?PID=10203050304000530 1/2
Board of County Commissioners WORK ORDER
SEMINOLE COUNTY, FLORIDA Work Order Number: 31
Master Agreement No.: CC-9192-13/A4M Dated: April 7, 2014
Master Agreement Title: IDSA for Community Services Residential HOME. SHIP NSP _& CDBG Rehabilitations
Protect Title: Rehab 0 -';ect at 170 Cogntr• CIsub C-.--!s/y 11 1 Cog, rt, Sanford cl 32
Contractor: Corinthian Builders Inc.
2175 Marquette Ave. _
Sanford, FL 32773
ATTACHMENTS TO THIS WORK ORDER: METHOD OF COMPENSATION:
X] Scope of services - Attachment "A" X] fixed fee basis
X] Addenda - Attachment "B" time basis -not -to -exceed
X] Bid/Pay Items- Attachment "C" time basis -limitation of funds
X] Rehabilitation Standards - Attachment "D" X] retainage shall be withheld
TIME FOR COMPLETION: The Work to be provided by the CONTRACTOR shall be substantially completed as
described In subsection 14.13 of the General Conditions, within ninety (90) calendar days- after the date
when the Contract Time begins to run as provided in subsection 2.2 of the General Conditions. The Work shall
be finally completed, ready for Final Payment in accordance with subsection 14.9 of the General Conditions,
within fifteen (15) calendar days after the actual date of Substantial Completion. Failure to meet the
completion time shall be grounds for Termination of both the Work Order and the Master Agreement for
Default.
WORK ORDER AMOUNT: SEVENTY-TWO THOUSAND TWO HUNDRED SEVENTY-FIVE AND NO/100
DOLLARS ($72.275.00,]
IN ITNESS WHEREOF the parties hereto have made and executed this Work Order on this O! S day of20 for the purposes stated herein.
fN!S S --T , -m '4' OONVIP'7vn w me m.ym
ATTEST/WITNESS: Corinthian Builders Inc.
By,
Secretary Riichard/Kovacsik, President
CORPORATE EAL) Date: 6/) Z- / /7
WITNESSES:
0urement Analyst)
Ltqti. 44
Procurement Analyst)
OC #811479
Work Order- Contracts, Rev 11/14/11
BOARD OF COUNTY COMMISSIONERS
SEMINOLE COUNTY, FLORIDA
By:AL.;—ole,U 4
Diane Reed, Procurement Administrator
Date: \M_ 0e_ 07/. W/7
As authorized by Section 3.554 Seminole
County Administrative Code.
CERTIFIED COPY • GRANT MALOY
OM #495 CLERK OF THE CIRCUIT COURT
AND COMPTROLLER ,
SEMIPAE COIANTY, MKIDq' 3 '
WORK ORDER
TERMS AND CONDITIONS
a) Execution of this Work Order by the COUNTY shall serve as authorization for the CONTRACTOR to
provide, for the stated project, services as set out in the Scope of Services attached as Exhibit "A" to
the Master Agreement cited on the face of this Work Order and as further delineated in the attachments
listed on this Work Order.
b) Term: This work order shall take effect on the date of Its execution by the County and expires upon
final delivery, inspection, acceptance and payment unless terminated earlier in accordance with the
Termination provisions herein.
c) The CONTRACTOR shall provide said services pursuant to this Work Order, its Attachments, and the
cited Master Agreement (as amended, if applicable) which is incorporated herein by reference as If it
had been set out in its entirety.
d) Whenever the Work Order conflicts with the cited Master Agreement, the Master Agreement shall
prevail.
e) CONTRACT PRICE:
1) COUNTY shall pay CONTRACTOR for performance of the Work in accordance with the Contract
Documents on the basis of the Total Bid (Work Order Amount). The CONTRACTOR's total
compensation is DOLLAR ($) subject only to increases or decreases made in strict conformance with
the Contract Documents.
li) 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.
III) 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.
iv) 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 CONTRACTOR'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 CONTRACTOR'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 31s' 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.
iii) 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 ($250.00) 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.
il) 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
RESOURCE MANAGMENT DEPARTMENT
PURCHASING AND CONTRACTS DIVISION
Date: June 29, 2017
rY7
lY
SL -w 1/1\1011. cou/ /I Y
Via Email: office(cDcbiamerica.com
rick(cDcbiamerica.com
amber&cbiamerica.com
Ref: CC -9192-13 Work Order 31 — Rehabilitation of 170 Country Club Circle and 111 Laguna
Court, Sanford, FL 32771
NOTICE TO PROCEED
The services provided by your firm shall begin on June 30, 2017, and be substantially completed
within Ninety (90) calendar days on September 27, 2017. These services shall reach final
completion within Fifteen (15) calendar days thereafter on October 12, 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 one scanned copy 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,
Tony Durrum, CPPB, A.P.P.
Sr. Procurement Analyst
Phone :( 407)-665-7123
Fax (407)-665-7956
E-mail: tdurrum(cr.seminolecountyfl.gov
ACCEPTANCE OF NOTICE
Acceptance of the above "NOTICE TO PROCEED" is hereby acknowledged, this _ day of
2017 .---
By:, Title:
cc: Community evelopment/Joe Sandley
Finance/File
1301 EAST SECOND STREET - SANFORD FL 32771-1468 - TELEPHONE (407) 665-7116 - FAX (407) 665-7956
V"\/\•\'.SE-IINOLE000NTYFL.GOV/PURCHASING
THIS INSTRUMENT PREPARED BY:
Name: A. Corville
Address: 2175 Marquette Ave
Sanford FL 37773
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number:
GRANT 11ALOY r SEMINOLE COUNTY
CLERK OF C:IRC:UIT COURT r, COPIPTROLLER
BK 3946 P9 1923 (1P93)
CLERK'S : 2017067972
RECORDED 07/115/2017 1:12:91:17 PH
RI:.C:11RD1NG FEES $10.00
RECORDED BY hdevore
Parcel ID Number: 10-20-30-503-0400-0530
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 53 BLK 4
HIDDEN LAKE PHASE II UNIT I PB 24
PBS 15 TO 17
GENERAL DESCRIPTION OF IMPROVEMENT:
Interior and exterior renovations including reroof
OWNER INFORMATION:
Name. Andre Green
Address: 111 Laguna Ct - Sanford FL 32773
Fee Simple Title Holder (if other than owner) Name:
Address:
CONTRACTOR:
Name: 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:
Address:
In addition to himself, Owner Designates of
To receive a copy of the Lienors 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 9f my n wledge d belief.
14 Zg:rl*
Owners Signature Owners 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'
Ct.fa of -6— County of 6em iyi{A`
The foregoing Instrument was acknowledged before me this 3o day of \Xu tic , 20 11
by Pm( e- . Who Is personally known to me
Name of person making stattement
OR who has produced identification Q -f pe of Identification produced: '-D- I—'
ornce
By Drp"J:
4UL 0 5 201 i
MARIACORVILLE
MY COMMISSION f GG 051629
EXPIRES: December 27, 2020
Banded TNu Budget Novy Seel 11 Notary Signature
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: Amber Corville Firm: Corinthian Builders, Inc.
Address: 2175 Marquette Avenue
City: Sanford State: FL Zip Code: 32773
Phone: 407.403.5658 Fax: Email: amber@cbiamerica.com
Property Address: 111 Laguna Court
Property Owner: Andre Green
Parcel identification Number: 10-20-30-503-0400-0530
Phone Number: 407.878.4246 Email:
The reason for the flood plain determination is:
New structure Existing Structure (pre -2007 FIRM adoption)
Expansion/Addition Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360)
OFFICIAL USE ONLY •'. '
Flood Zone. X Base Flood Elevation: NSA Datum: N/A
FIRM Panel Number: 120294 0070 F Map Date: Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
M The parcel is not in the: floodplain floodway
The structure is in the: floodplain floodway
The structure is not in the: floodplain floodway
If the subject property is determined to be flood zone 'A', the best available information used to
determine the base flood elevation is:
BP# 17.2071
Reviewed by: Michael Cash, CFM Date: July 11, 2017
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 06 28 17
7
I hereby name and appoint:
an agent of. Corinthian Builders, Inc.
Name of Company)
to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific permit and application for work located at:
111 Laguna Ct - Sanford, FL 32773
Street Address)
Expiration Date for This Limited Power of Attorney: 12 31 17
License Holder Name: Richard Kovacsik
State License Number: CGC 058246
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF1c-
The foregoing instru ent was acknowledged before me thisday of
200 i' , by r• tCr,Cc :IC.. who is per Wally known
to me r o who has produced
identification and who did (did not) take an oath.
Signature
Notary Seal) M A '. a (12 ;
Print or type name
Ao t !!k' MARIA CORVILLE
C.
MY COMMISSION: cc051mNotary Public - State of
of EXPIRES: DecemDer27.2020 —
f,'Ferroas TW% ftM Commission No.
My Commission Expires:
Rev. 08.12)
as
JJ
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:
PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS
t,X Building Permit Application completed, signed and notarized.
Nl r 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.
1 I/ Copy of a contract, signed by the contractor and he property owmr, iddicating the documented
VVV / construction value
Application must include correct address and complete parcel I.D. number.
Contractor information is required to be included on the permit application (if contractor is applicant).
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 copy of a worker's compensation exemption issued by the State of
Florida (must be submitted with each application if contractor is the applicant).
1 Completed and signed Owner Builder Statement / Affidavit (if owner is applicant).
Two (2) copies of all applicable plans and related documentation.
C, An accurate, signed and sealed, property survey which shows all improvements on the subject property
and within 10 feet on adjacent parcels.
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.
O Two (2) copies of construction documents are required.
O Construction documents shall indicate code edition being applied
O Construction type
O Plans to minimum scale
O Designer infor ion: name, address, registration #, seal and signature on all signed/sealed pages
D Page size ' imum I I" x 17"
D All pa numbered and labeled
f Wi design data required on drawings per FBC 1603.1.4 to meet 139 mph ultimate design wind speed
1 f risk category 11 buildings (residential)
0 Ultimate design wind speed (Vult)
0 Nominal design wind speed (Vasd)
0 Risk category
0 Exposure category
0 Enclosure classification
0 Internal pressure coefficient
0 Component and cladding design wind pressures in terms of psf
0 Structural Calculations, if necessary
0 Zetingmust include a layout of the entire home
0 An floor plan and a proposed floor plan must be provided, indicating any structural/non-
ements, electric, mechanical, plumbing, concrete slabs, and any other relevant details.
te the area that will be altered/renovated
0 Each room must be labeled (Kitchen, Bathroom, Bedroom, Living Room, ect.)
0 Must be legible and to minimum 1/4" scale
Include all applicable span lengths and dimensions, including porches
Revised February, 2016 Page 2 of 5 Residential Alter/Add Permit Application Checklist
ELEVATION (if applicable)
O At 'c ventilation
O oof pitch
I Roofing material
Exterior finish/stucco thickness
0 Height/bearing elevations
O Window and door opening locations
O Chimney location/height
ENERGY JCALCULATIONS
O quired for
Additions / Removing existing insulation and adding new insulation
Converting unconditioned space to conditioned space.
Form 402 or Form 405
FOUNDATION / SLAB
O Foundatio plan
O Filled c Is with reinforcement locations
O Foot denotation/details
O Fo ers minimum 12" below grade
1 erior bearing walls/pads
orch pads/footers
Brick ledge detail
1 O Slab thickness/steel/fiber mesh
Vapor barrier/termite treatment type
Reinforcing steel over lap
D Relieving arch steel at pipe penetrations
O All wood minimum 6" above grade
O Crawl space ventilation
ELECTRICAL (if applicable)
Please note: any renovation, alteration or addition will require the entire home to be updated wish
smoke detectors, located as required for new construction per FBCR R314
Level I Alterations will require 10 year, non -removable battery smoke detectors.
O Electrical existing floor plan and proposed floor plan for the work area.
Location of receptacles, switches, lighting, fans, disconnecting, service panels, ect.
Electrical
ce riser diagram (for new service, service rebuilds or upgrades to service size)
Bonding/Grounding
load calculations
Re -wire of 50% or more of home
Additions, required on existing home to verify service size is sufficient'
O GFCI protection
D AFCI protection
O Tamper resistant outlets
O Smoke/CO alarm locations
Revised.• February 2016 Page 3 oj5 Residential Alter/Add Permit Application Checklist
MECHANICAL (if applicable)
D Equipment location
Anchorage for condenser, engineered to meet wind loads
Exhaust
rotection in garage locations
learances at equipment
tructural detail for air handler in attic
ntilation
dding or modifying ductwork requires a duct layout.
uct layout must include a floor plan and indicate the duct sizes, R -value, register sizes
ath exhausts size and termination
Dryer exhaust discharge/make up air
D Energy calculations with equipment sizing calculations for new HVAC installations
PLU NG if applicable)
Plumbing drain, waste and vent schematic for new plumbing installations
I. Bathroom or Kitchen existing floor plan and proposed floor plan.
FUEL GAS (if applicable)
D BTUs each outlet and total BTUs
D P' Oe type and total length
D P regulator and model type
D Combustion air vents
Location of equipment
70003 Venting
Gas Type
Gas Pressure
Gas piping riser
F
D /Truss I. D. #s
dr•
Layout, required on plans and a copy included with truss package
Signed/Sealed truss engineering package
Strapping/fasteners/truss tie -downs
DETAIL SHEETS OR NOTES
D Footings
D Beam to wall and/or post attachments
D Post/( mn and beam construction
rr bearing walls
section
ney construction
er construction
framing
construction
d windows
D Bay windows
D Frame to block connections
D Knee wall construction
D Sky light framing
D Top plate splicing requirements
Revised: February 2016 Page 4 of 5 Residenlial Alter/Adel Permil Application Checklist
O Steel requirements (footer, lintel, vertical pour)
Grade
Over lap
O Veneer
O Shear all locations and construction
Connectors
Fasteners
O,/ of sheathing & diaphragms
I •
Fasteners
Blocking
j Wall and gable sheathing fastening
O Gable end, frame and block, vaulted and flat
Conventionally framed roof members
Glass block
O Header schedule, including strapping/anchorage and frame supports (bearing walls)
D Bearing/non-bearing wall detail
O Typical wall section detail, one and two story, block and frame, for all scenarios
Connectors
Anchorage bolts
Materials and assembly
MANUFACTURER'S PRODUCT INSTALLATION INSTRUCTIONS
Roofing components
Orr • Underlayment
Shingles /Tile/ TPO /Rolled
Off -ridge vents
Window and mullion installation instructions
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
PRODUCT 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 61 G20-3
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.
Rerised: February2016 Page 5 of 5 Resideniial Aber/Add Pernut Application Checklist
RFIFn;:,)c Opy
111 Laguna Ct — Scope of Work
1. Replace interior doors
2. Replace exterior doors
3. Replace windows
4. Replace sliding glass door
5. Plumbing
a. Repipe house
b. Replace water heater
c. Replace kitchen sink and faucet
d. Replace master bathroom toilet, sink, faucet
e. Replace hall bathroom tub, toilet, sink, faucet
6. Replace kitchen and bathroom cabinets in existing locations
7. HVAC
a. New 15 SEER HVAC system (air handler & condenser)
8. Electrical
a. Replace outlets and switches throughout including GFCI
b. Install hardwired smokes/combos
c. Replace interior light fixtures
d. Install two new exterior GFCI — one at front, one at right side
9. Drywall repairs as required
10. Paint interior and exterior
11. New tile flooring in areas not already tiled
12. Replace cabinets and countertops in kitchen and bathroom
13. New aluminum soffit and fascia
14. Reroof 2 2tc s S ARA E `I2`^t L IcE s> ¢ C.rl1 kC ro
aE' JO S't"Q.JGTVRAt_ /.,_101J-STQVCT JRAI I2.AMt1JC P R t'fi-.
IFVIEWED FOR CODE COMPLIANCE
F
PLANS EXAMINER
i- IQ- t -Z
DATE
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
UAENSE To PROCEED S Ofi0
UTHORITY TOLATE C NCEL, ALTER OR SET SANE
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL v
CODES. NOR SHALL ISSUANCE OF A -ERMIT PREVENT VCFgR `'
THE BUILDING OFFICIAL FROM THEREAFTERREOUIRINGACORRECTIONOFERRORSO7CONSTRUCTONORVOLATIONSOTHSCODEj ', 7
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City of Sanford
Building and Fire Prevention
Product Approval Specification Form
O\LDIAiG,
Permit # _
SANFORD
Project Location Address 111 Laguna Ct - Se ord, 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.floridabuildin-g.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 FI -261-R9
Wind Breaker
Dual Action
Other
June 2014
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
Roofinq 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 Florida Approval #
Description include decimal
S. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name Corinthian Builders, Inc.
Please Print)
June 2014
3/1/2017 Florida Building Code Online
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BCIS Home Log In ' User Registration Hot Topics t Submit Surcharge Stats b Facts Publications FBC Staff SCIS Site Map Links Search
bo
Product Approval
USER: Public User
s -':-.vim ;;.r,•
Product Approval Menu > Product or Application Search > Application Lost > Application Detail
e ::'tr • r W,, FL # FL15180-R1
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Plastpro Inc. / Nanya Plastics Corp.
Address/Phone/Email 5200 W CENTURY BLVD.
LOS ANGELES, CA 90045
440) 969-9773 Ext 16
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative Scott Johnson
Address/Phone/Email 5200 W Century Blvd.
Los Angeles, CA 90045
440) 969-9773 Ext 18
scottjohnson@plastproinc.com
Quality Assurance Representative Ron O'Connell
Address/Phone/Email 5200 W Century Blvd.
Los Angeles, CA 90045
440) 969-9773 Ext 16
ronoconnell@plastpro.com
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
V Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E.
the Evaluation Report
Florida License PE -43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan J. King, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL15180 R1 COI CERTIFICATE of INDEPENDENCE.Ddf
Referenced Standard and Year (of Standard) Standard Year
ASTM D1929 1996
ASTM D1929 2006
ASTM D2843 1999
ASTM D635 1998
ASTM D638 2003
ASTM E1300 2004
ASTM E84 2005
htips:/M-ww.floridabuilding.org/pr/pr_app Og.aspx?param=wGEVXQwtDgsidcHd6ieP8HCLWJ4zwVnPCNLpdxOYYZiAB\IMYkYFBkA*/o3d%3d 1/5
311/2017
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Go to Page -
Florida Building Code Online
ASTM G26
TAS 201, 202, 203
Florida Licensed Professional Engineer or Architect
FL15180 R1 Eauiv Eauivalencv Of Standards.odf
Method 1 Option D
04/24/2015
04/26/2015
04/28/2015
06/23/2015
1995
1994
0O Page 1/20 0
FL # Model, Number or Name Description
15180.1 a. Smooth/Wood 6'8 "Impact" Glazed Fiberglass Single Door - Outswing (X -
Grain/Rustic/Mahogany Series N Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FLIS180 R1 If Inst 15180.1.Ddf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15180.1 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.1.0f
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15180.2 b. Smooth/Wood 6'8 "Impact" Glazed Fiberglass Single Door with "Impact"
Grain/Rustic/Mahogany Series N Sidelite - Outswing (OX or XO - Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15180 R1 II Inst 15180.2.Ddf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15180.2 for Design Pressure Ratings, any FLIS180 R1 AE Eval 15180.2.Ddf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15180.3 c. Smooth/Wood 6'8 "Impact" Glazed Fiberglass Single Door with "Impact"
Grain/Rustic/Mahogany Series N Sidelites - Outswing (OXO - Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FLIS180 R1 fl Inst 15180.3.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15180.3 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.3.odf
additional use limitations, Installation instructions and product Created by Independent Third Party: Yes
particulars.
15180.4 d. Smooth/Wood 6'8 "Impact" Glazed Fiberglass Double Door - Outswing (XX -
Grain/Rustic/Mahogany Series N Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15180 R1 fl Inst 1S180.4.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15180.4 for Design Pressure Ratings, any FLIS180 R1 AE Eval 15180.4.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15180.5 I e. Smooth/Wood 16'8 "Impact" Glazed Fiberglass Double Door with "Impact"
https //www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsidcHd6ieP8HCLWJ4zwVnPCNLpdxOYYZutBVMYkYFBkA%3d%3d 215
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Grain/Rustic/Mahogany SeriesI Sidelites - Outswing (OXXO - Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FLIS180 RI If Inst 15180.5.Odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15180.5 for Design Pressure Ratings, any FLIS180 R1 AE Eval 15180.5.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15180.6I f. Smooth/Wood Grain Series N 18'0 "Impact" Glazed Fiberglass Single Door - Outswing (X -
Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15180 R1 If Inst 15180.6.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15180.6 for Design Pressure Ratings, any FLIS180 RI AE Eval 15180.6.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15180.7 g. Smooth/Wood Grain Series N 8'0 "Impact" Glazed Fiberglass Single Door with "Impact"
Fiberglass Door Sidelrte - Outswing (OX or XO - Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15180 RI it Inst 15180.7.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15180.7 for Design Pressure Ratings, any FLIS180 R1 AE Eval 15180.7.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15180.8 h. Smooth/Wood Grain Series N 8'0 "Impact" Glazed Fiberglass Single Door with "Impact"
Fiberglass Door Sidelites - Outswing (OXO - Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FLIS180 R1 II Inst 15180.8.Odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15180.8 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.8.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15180.9 i. Smooth/Wood Grain Series N
Fiberglass Door
8'0 "Impact" Glazed Fiberglass Double Door - Outswing (XX -
Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15180 R1 II Inst 15180.9.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15180.9 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.9.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
additional use limitations, installation instructions and product
15180.10 j. Smooth/Wood Gram Series N 8'0 "Impact" Glazed Fiberglass Double Door with "Impact"
Fiberglass Door Sidelites - Outswing (OXXO - Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FLIS180 R1 II Inst 15180.10.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15180.10 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.10.udf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15180.11 k. Smooth/Wood 6'8 "Impact" Opaque Fiberglass Single Door -
Grain/Rustic/Mahogany Series N Inswing/Outswing (X - Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15180 R1 II Inst 15180.11.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15180.11 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.Il.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
htips://www.floridabuilding.org/pr/pr_app o.aspx?param=wGEVXQwtDgsidcHd6ieP8HCLWJ4zwVnPCNLpdxOYYZutB\ITAYkYFBkA%3d%3d 315
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15180.12 I. Smooth/Wood 6'8 "Impact" Opaque Fiberglass Single Door with "Impact"
Grain/Rustic/Mahogany Series N Sidelite - Outswing (OX or XO - Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15180 R1 Ii Inst 15180.12.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15180.12 for Design Pressure Ratings, any FL15180 R1 AE Eva[ 15180.12.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15180.13 m. Smooth/Wood 6'8 "Impact" Opaque Fiberglass Single Door with "Impact"
Grain/Rustic/Mahogany Series N Sidelites - Outswing (OXO - Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FLIS180 RI II Inst 15180.13.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15180.13 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.13.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15180.14 n. Smooth/Wood 68 "Impact" Opaque Fiberglass Double Door -
Grain/Rustic/Mahogany Series N Inswing/Outswing (XX - Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15180 R1 II Inst 15180.14.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15180.14 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.14.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15180.15 o. Smooth/Wood 6'8 "Impact" Opaque Fiberglass Double Door with "Impact"
Grain/Rustic/Mahogany Series N Sidelites - Outswing (OXXO - Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15180 R1 II Inst 15180.15.0f
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15180.15 for Design Pressure Ratings, any FL15180 RI AE Eval 15180.15.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15180.16 p. Smooth/Wood Grain Series N 8'0 "Impact" Opaque Fiberglass Single Door -
Fiberglass Door Inswing/Outswing (X - Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15180 RI II Inst 15180.16.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15180.16 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.16.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15180.17 q. Smooth/Wood Grain Series N 8'0 "Impact" Opaque Fiberglass Single Door with "Impact"
Fiberglass Door Sidelite - Outswing (OX or XO - Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15180 R1 II Inst 15180.17.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15180.17 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.17.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15180.18 r. Smooth/Wood Grain Series N 8'0 "Impact" Opaque Fiberglass Single Door with Sidelites -
Fiberglass Door Outswing (OXO - Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15180 R1 II Inst 15180.18.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
https•//www.floridabuilding.org/pr/pr_app dg.aspx?param=wGEVXQwlDgsidcHd6ieP8HCLWJ4zwVnPCNLpdxOYYZutBVMYkYFBkA%3d%3d 4/5
3/1/2017 Florida Building Code Online
Design Pressure: N/A Evaluation Reports
Other: See INST 15180.18 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.18.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15180.19 s. Smooth/Wood Grain Series N 80 "Impact" Opaque Fiberglass Double Door -
Fiberglass Door Inswing/Outswing (XX - Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15180 R1 II Inst 15180.19.Ddf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15180.19 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180 19 Ddf
additional use limitations, installation Instructions and product Created by Independent Third Party: Yes
particulars.
15180.20 It. Smooth/Wood Grain Series N 8'0 "Impact" Opaque Fiberglass Double Door with "Impact"
Fiberglass Door Sldelites - Outswing (OXXO - Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15180 R1 II Inst 15180.20.Ddf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15180.20 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180 20 Ddf
additional use limitations, Installation instructions and product Created by Independent Third Party: Yes
particulars.
Go to Page O Page 1/ 2 0
Sack E
Contact US :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone, 850-487.1824
The State of Florida is an WEED 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
mall to this entity. Instead, contact the office by phone or by traditional mall. 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:
E ® KtHI M
Credit_ •
safe
seCUTIi}' AI FTI I
https-/Avww.floridabuilding.org/pr/Pr_app_o aspx?param=wGEVXQwtDgsidcHdoieP8HCLWJ4zwVnPCNLpdxOYYZutBVMYkYFBkA%3d%3d 5/5
4. jy L plastpro
SHEET Y DESCRIPTION
I
5200 W. CENTURY BLVD.
2
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Series N Fiberglass Door
INSWING / OUTSWING
lmmcTr
GENERAL NOTES
I. This product has been evaluated and is in compliance wilh 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 wag dressing or stucco.
3. When used In the "HVHr' this product complies with Section 1626 of the Florida Budding Code and does not
require an impact resistant covering.
4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with
Section 1609.1.2 of the FOC and does not require an impact resistant covering. This product meets missile
level "D" and includes Wind Zone 4 as defined in ASTM El 996 and Section 1609.1.2.2 of the FBC.
5. For 2x stud framing construction, anchoring of these units shag be the some as that shown for 2x buck
masonry construction.
6. Site conditions that deviate from the details of Ihis drawing require further engineering analysis by a
licensed engineer or registered architect.
7. Oulswing configurations meet water infiltration requirements for "HVHr'.
8. Inswing configurations do not meet the water infiltration requiremenls for the "HVHT'. Inswing units shag 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 slit is less than 45 degrees.
37.50' MMX.L
fRAME W111111IOIH
TABLE OF CONTENTS
SHEET Y DESCRIPTION
I Typical elevation design pressures. 6 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 - I X buck masonry construction
7 Bio of materials b components
37.50' MMX.L
fRAME W111111IOIH
MAX. - DESIGN PRESSURE (PSF)
FRAME-'
DIMENSION POSITIVE' NEGATIVE;
37.50"
y
INSWING x 47.5 47.5
82.00"
37.50"
OLITSWING x 50.0 50.0
80.50"
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STILE
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STILE REINFORCEMENT - ENSTILEREINFORCEMENT
WOOD)
35.75* MAX.
DOOR
PANEL WIDTH
Ir
as -
z
FDOOR ANEL
INTERIOR
EXTERIOR
O HORIZONTAL CROSS SECTION
SEE HARDWARE
CHART
0-81' 1.2r
HARDWARE TABLE
MANUFACTURER MODEL
KWIKSETT
TOP RAIL
OUDiOtt SIGNATURE SERIES (in) TUBE $jtj$ (7$0)
COMP.)
FOAM CORESTILESTILE
COMP.) COMP.1 POLYURETHANE -
1.9 PCF MIN.)
STILE REINFORCEMENT
WOOD)
4 1
P1 , i .
Q
ol
0
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0 c0oNn9os
WOVEN
FIBERGLASS
INTERIOR
INTERIOR
EXTERIOR
SMC SHEET
DOOR SKIN MAIL
HARDWARE TABLE
MANUFACTURER MODEL
KWIKSETT KNOB: SIGNATURE $6,11s
OUDiOtt SIGNATURE SERIES (in) TUBE $jtj$ (7$0)
1,75*
Z 0 0,
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COMP.1
rl-'\ VERTICAL CROSS SECTION
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AE N.T.S
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K 61 LFS
AM4G NO -
FL -15180.11 - 0
ECT 2 or 7 lo"
AS,
C -SINK
TYP.)
INTERIOR
27
EXTERIOR
1 HORIIOWAL CROSS SECTION
3 Outsapprovevnng showdn •inswing
also
INTERIOR
EXTERIOR
1 HORIZONTAL CROSS SECTION
3 Shown w/I X sub -buck
1-I/!" MIN.
EMB. (TYP I
1-1//"MW.
EMB. (TYP.)
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1510 _
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EXTERIOR
T VERTICAL CROSS SECTION
4 Oulswurg shown - inswing
also approved
INTERIOR
4 ..
e
e
a
VERTICAL CROSS SECTION
4 Outswing confgurotion
EXTERIOR
JK Z(
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i
F777777777h
INTERIOR
EXTERIOR INTERIOR
r1 VERTICAL CROSS SECTION
4 shownwilxsutrbuck
1 VERTICAL CROSS SECTION
4 Inswing configuration
See general notes. sheet I
tor"WHi wolerinfdlrolion
requiements
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AWW' N0. C
FL -15180 11 o
EV 4 OF 7
V
D TYP. HEAD
b JAMBS
MASONRY
OPENING
2X BUCK
Q
BUCK ANCHORING STRIKE JAMB
CONCRETE ANCHOR NOTES:
1. Concrete anchor locohons of the comers maybe 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 distance to mortar joints. oddifionat concrete anchors
may be required to ensure the 'MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table -
ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN, CLEARANCE
TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT
EDGE ANCHOR'
Irw
TAPCON 1/1" 1 1/1" 2" 4"
ELCO
ULTRACONa
wnnne
1/4" 1-1/4" 1 " 4"
1. Maintain a minimum 5/8" edge distance, I"end distance, d I"o.c. spacing ofwoodscrewstopreventthesplittingofwood.
TYP. HEAD
6 JAMBS
MASONRY
OPENING
FRAME
2X BUCK , II
III
FRAME ANCHORING
M0$0rvY 2X buck construclbn
HINGE JAMB
LATCH B DEADBOLT DETAIL HINGE DETAIL
n
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2_ w
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7maam
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ALE N T. S
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n• LFS 3
AM'Wr NO R
Fl -15180.11
O
rEl 5 Or 7 N
r
Y MASONRI
OPENING
FRAM
r I I I Ixsuc
STRIKE JAMS
CONCRETE ANCHOR NOTES'
I. Concrete anchor locclons of the comer may be adjusted to mahtoh the mh
edge dklance to n otwlolnh.
2. Concrete anchor locations noted as MAK ON CENTER' muss be odJusfed to
maintain the min. edge dklance to mortorjoksh. oddlllvtsol concrete anchors
may be mQuhcd to ensure the 'AM
Concrete eneh- f.w..• ON CENTER' dhsensbn Gm not aKceeded. J
ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE
TYPE - SIZE ' EMBEDMENT -TOAIASONRY TO ADJACENT.
EDGE .: ANCHOR '
ITW
TAPCONe 11: 1.1/P j
EICO
Ul1RACON' 114- 1.1/rITW
TAPCONe I 3/IE' 1.1/P T
1. Malntoh o mhknum S/B' edge distance. 1' end distance, a I'o.c. spochg of
wood screws to Prevent the spffkrlg of woad.
FRAME ANCHORING
Masonry IX buck conshuclion
HINGE JAMS
HINGE DETAIL
LATCH A DEADSOLT DETAIL
h
t. n
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fAn_
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AMINO No. a
FL -15160 11
0
CET 6 OF 7 e
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HEAD t SIDE ' 1111 11 u r Z
10 Jamb a e i
r4t 9mc'w
i ma f
4 0
8 '3a
I 2.14'
0
21 HEAD L SIDE 5 m
POly(Ijamb aQvWi o
1.56' ---{
I
i,1 ADJUSTAtlIF INSWING 1TIRESHOLD 34 ADJUSTABLE INSWING THRESHOLD '
J
166' 1.56' i
lr
ci 2.03' ---j '" W
c1i
n + 0
0,
i OIOSWING BUMP THRESHOLD wre: 02 21 12
10UISWINGiNRESHOIDlYDLP Sc -u N.T.S.
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cw. By. LFS
5iG NO •
FL -15180.11
sNEET 7 O. 7
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SILL OF MATERIALS
DEM 1 DEscRIP11DH
MAD?RIAI
A I X BUCK SG >= 0.55
B 2X BUCK SG >= 0.55
W000
C 1/4" MAX. SHIM SPACE WOOD
D I /4" X 2-3/4' ELCO OR ITW CONCRETE SCREW
E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI
STEEL
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE
G 3/16"X 3.1 /4"PFH ITW CONCRETE SCREW
H 1/4" x 3-1/4" PFH ELCO OR R1N CONCRETE SCREW
STEEL
1 1/4" X 2-1/4"Pill ELCO OR ITW CONCRETE SCREW
STEEL
J 1 /4" X 3.3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
K 9X2- 7'PFH WOOD SCREW STEEL
L 8 X 2-1 /7' PFH WOOD SCREW STEEL
M 8 X 2"PFH WOOD SCREW STEEL
7 FORCE 5 WEATHERSTRIPPING BY ENDURA STEEL
8 COMPRESSION WEATHERSTRIP OLON 650 BY SCHLEGEL
FOAM
9 4" X 4" BUTT HINGE
FOAM
10 9 X 1" PFH WOOD SCREW STEEL
I I 9 X 3/4" PFH WOOD SCREW
STEEL
20 FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS
STEEL
21 POLY FIBER JAMB WOOD
COMP. / VINYL27LATCHSTRIKEPLATE
28 DEADBOLT STRIKE PLATE
STEEL
29 OUTSWING THRESHOLD BY DLP
STEEL
ALUM.JWOOD30INSWINGVINYLDOORBOTTOMSWEEPBYENDURA
31 OUTSWING BUMP THRESHOLD
VINYL
32 VINYL DOOR BOTTOM SWEEP #3628 BY HOLM IND.
ALUM.
PVC33INSWINGADJUSTABLETHRESHOLDBYENDURAALUM./WOOD34INSWINGADJUSTABLEALUMINUMTHRESHOLDBYDLPALUM./WOOD40DOORPANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
i Q:p dw
2.T --i ., '
p,GJ 2 cIn w
HEAD t SIDE ' 1111 11 u r Z
10 Jamb a e i
r4t 9mc'w
i ma f
4 0
8 '3a
I 2.14'
0
21 HEAD L SIDE 5 m
POly(Ijamb aQvWi o
1.56' ---{
I
i,1 ADJUSTAtlIF INSWING 1TIRESHOLD 34 ADJUSTABLE INSWING THRESHOLD '
J
166' 1.56' i
lr
ci 2.03' ---j '" W
c1i
n + 0
0,
i OIOSWING BUMP THRESHOLD wre: 02 21 12
10UISWINGiNRESHOIDlYDLP Sc -u N.T.S.
owc. m JK
cw. By. LFS
5iG NO •
FL -15180.11
sNEET 7 O. 7
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2/21/2017 Florida Building Code Online
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SCIS Home ( Log In ( User Registration Hot Topics Submit Surcharge ; Stats G Facts Publications FBC Staff , BCIS Site Map Links Search
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IUSER: Public User
Product Approval Menu > Product or Anplication Search > Application List > Application Detail
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FL239-R23
Revision
2014
Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
PGT Industries
1070 Technology Drive
North Venice, FL 34275
941)486-0100 Ext 22318
druark@pgtindustries.com
Jens Rosowski
jrosowski@pgtindustries.com
Jens Rosowski
1070 Technology Drive
Nokomis, FL 34275
941) 486-0100 Ext 21140
jrosowskj@pgtindustries.com
Windows
Single Hung
Certification Mark or Listing
Miami -Dade BCCO - CER
Miami -Dade BCCO - VAL
Standard
TAS 201, 202, 203
Method 1 Option A
06/28/2016
06/29/2016
Year
1994
https:/NAwtA,.floridabuilding.org/pr/Pr_app dtl.aspx?param=wGEVXQwtDquSiBu8CAEmBE7OC31VX3PGOMFJzgGSVsrS%2ftA2ThCtHX7lg2JHb%2fO62mN5.. 1/3
2/21/2017
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
Florida Building Code Online
07/03/2016
08/22/2016
FL # Model, Number or Name Description
239.1 SH - 200 (Non -Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL239 R23 C CAC16-050502„df
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 09/01/2021
Design Pressure: N/A Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance FL239 R23 II 16- 505 02 Ddf
NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER
details, and anchor type, size, and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
1239.2 I SH - 500 (Large Missile Impact) WinGuard Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL239 R23 C CAC 15-0612 12h pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 01/08/2019
Design Pressure: N/A Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance FL239 R23 II 15-0612 12b odf
NCA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER
details, and anchor type, size, and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.3 I SH - 600 (Non -Impact) I Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL239 R23 C CAC 15-0519 07 odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/26/2021
Design Pressure: N/A Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance FL239 R23 II 15-0519 07 odf
NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER
details, and anchor type, size, and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.4 I SH - 700 (Large Missile Impact) I Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL239 R23 C CAC 15-0519_08pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 03/26/2021
Design Pressure: N/A Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance FL239 R23 II 15-0519 08 odf
NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER
details, and anchor type, size, and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.5 I SH - 800 (Large Missile Impact) I Multi -Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL239 R23 C CAC 15-0609.02 LM Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 05/03/2017
DesignPressure: N/A Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance FL239 R23 II 15-0609.02 LM Ddf
NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER
details, and anchor type, size, and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.6 SH - 800 (Small Missile Impact) Multi -Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL239 R23 C CAC 15-0609.03 SM Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 05/03/2017
Design Pressure: N/A Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance FL239 R23 II 15-0609.03 SM.Ddf
NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER
details, and anchor type, size, and spacing information. Created by Independent Third Party:
https:/Avww.floridabuilding.org/pr/pr app dd.aspx?param=wGEVXQwtDquSiBu8CAEmBE7OC31VX3PGOMFJzgGSVsrS%2ftA2ThCtHX7Kg2JHb%2fO62mN5.. 2/3
2/21/2017 Florida Building Code Online
I Evaluation ReportsICreatedbyIndependent Third Party:
239.7 I SH -3000 (Large Missile Impact) I Architectural Systems Aluminum Single Hung Window
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Please see Miami -Dade County Notice of Acceptance
NOA) for product performance information, anchorage
details, and anchor type, size, and spacing information.
Certification Agency Certificate
FL239 R23 C CAC 1S-0612.11 Lmi.pdf
Quality Assurance Contract Expiration Date
12/06/2017
Installation Instructions
FL239 R23 II 15-0612.11 LMI Ddf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.8 I SH -3000 (Small Missile Impact) I Architectural Systems Aluminum Single Hung Window
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Please see Miami -Dade County Notice of Acceptance
NOA) for product performance information, anchorage
details, and anchor type, size, and spacing information.
239.9 I SH -5400 (Non -Impact)
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: Please see Miami -Dade County Notice of Acceptance
NCA) for product performance information, anchorage
details, and anchor type, size, and spacing information.
239.10 I SH -5500 (Large Missile Impact)
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Please see Miami -Dade County Notice of Acceptance
NOA) for product performance information, anchorage
details, and anchor type, size, and spacing Information.
Certification Agency Certificate
FL239 R23 C CAC 15-061 10 SMI Ddf
Quality Assurance Contract Expiration Date
12/06/2017
Installation Instructions
FL239 R23 II 15-0612.10 SMI Ddf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Vinyl Single Hung Window
Certification Agency Certificate
FL239 R23 C CA[ 15-051g 06b Ddf
Quality Assurance Contract Expiration Date
07/30/2020
Installation Instructions
FL239 R23 II 1 -051 06b Ddf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Vinyl Single Hung Window
Certification Agency Certificate
FL239 R23 C CAC 15-0519 05 Ddf
Quality Assurance Contract Expiration Date
07/30/2020
Installation Instructions
FL239 R23 II 5-0519 05 Ddf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Contact U . 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone 50-487-1824
The State of Florida is an AA/EEO employer. Coovnoht 2007-2033 State of Florida • • Pnvacv Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850 487.1395. -Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. 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 aDersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter455, F.S., please click here .
Product Approval Accepts:
o= o
Credit Card
Safe
Mips:/Avww.flondabuildingorg/pr/pr app 00aspx7param=wGEVXQwtDquSlBu8CAEmBE7OC31VX3PGOMFJzgGSVsrS%2flA2ThC(HX71g2JHb%2f062mNS.. 3/3
MM®DA DE
MIAMI-DADE COUNTY
T 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) www.mismidade.gov/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 "5400" PVC Single Hung Window — N.T.
APPROVAL DOCUMENT: Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI",
sheets 1 through 12 of 12, dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E., bearing the Miami -Dade County Product Control Section Approval stamp with the Notice of
Acceptance number and approval 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 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. 15-0519.06
Expiration Datc: July 30, 2020
1 Approval Date: July 30, 2015
Page I
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI", sheets I
through 12 of 12, dated 05/15/15, prepared by manufacturer, signed and sealed byAnthonyLynnMiller, 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) 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.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-511Edition (1014), dated 05/15/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami—Dade Department of Regulatory and Economic Resources (RER).
Manuel e , P E.
Product Control E m' er
NOA No. 15-0519.06
Expiration Date: July 30, 2020
E
Approval Date: July 30, 2015
1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (CONT11 UED)
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 thcir "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 confonmance, complying with FBC -2010 and FBC-51' Edition
2014), dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony
Lynn Miller, P.E.
2. Statement letter of no financial interest, dated May 15, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
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.
G. OTHERS
1. None.
Manuel Per 1z, P. .
Product Control Eami er
NOA No. l5- .06
Expiration Date: July 30, 2020
Approval Date: July 30, 2015
E-2
EXAMPLE FOR 261/8' MAX.O.C.
1 7MAX. O.C. EQUALLY
RADIUS -TOP
HEADER (SOA 12' MAX FROM
HEADER(SW FORALL
54' MAX. BUCK V41DTH
VISIBLE
FOR ALL
WINDOW TYPES)
FRAME SEMI
LIGHT
y)
30' 12'MAX.
HEIGHT
B, SEE MAX. 0 C
91,
0
SHEET3
FRAME SEMI D. SEE
X
B, SEE . SHEET 3 JO' MAX. O.C.
1 moi --12' MAX.
A, SEE
SHEET 3'
j SASH OC
I /
EQUALLY II
SPACED
ANCHORSPER /
TABLES 687
Q II
X
EQUALLY
L--•'-///
7
SPACED
ANCHORSPER
TABLES 887 L
i
12' MAK
EQUALLY -
17.7/B' MAX.O.C. SPACED
ANCHORSPERI— 1ASLES617 _
84'
T MAX. -
10' MAX. O.C. BUCK
HEIGHT
54' MA% BUCK WIDTH -) \
I SEE SRL WEEP•
NOTCH DETARS,
SHEET
ELEVATION FOR TYP. EQUAL LEG FRAME
SHOWN WITH EQUAL -LITE CONFIGURATION
FI%ED VISIBLE
LIGHT WIDTH -
1 7MAX. O.C. EQUALLY
I
FI%ED
HEADER(SW FORALL
SPACED
VISIBLE r
ANCHORSPER
LIGHT 17.7/8• MAX. O.0
TABLES 667
HEIGHT
e MAX.
54' MA% BUCK WIDTH -) \
I SEE SRL WEEP•
NOTCH DETARS,
SHEET
ELEVATION FOR TYP. EQUAL LEG FRAME
SHOWN WITH EQUAL -LITE CONFIGURATION
MAT(.
GHT
FI%ED VISIBLE
LIGHT WIDTH -
12' MAX
I—
NOT RATED FOR
1 IMPACT RESISTANCE
I
FI%ED
HEADER(SW FORALL
VISIBLE r
TYPES)
LIGHT 17.7/8• MAX. O.0
HEIGHT
91,
0
BU
HEI
FRAME SEMI D. SEE
X
0. SEESHEET
10*MAXO C.
MAK O C -+
12'
j SASH OC11"4*MAX
MAX. C. SEE
VISIBLE
LIGHT
HEIGHT
A
Bat MAX
EQ12*
UALLY I
MAT(.
GHT
21.518• ANCHORAGE EXAMPLE
MAX O.0 FOR ARCH•70P
VARIES PER REINFORCEMENT
LEVEL, SEE SHEETS 8-7
NOT RATED FOR
1 IMPACT RESISTANCE
HEADER(SW FORALL
1 TYPES) WINDOW
1\510' MAX. FROM
FRAME SEMI D. SEE
SHEET
0. SEESHEET 30' MAK O C -+
12' 3 MAX. C. SEE
SHEE13i
SHEET 4 1
EQ12*
UALLY I
70' SPACED) 17-7/B' MAX. O C.
ANCHORS PER
CK TABLES S d 7 851
MAX
X I j
f0'MA%10 C. BUCK
J HEIGHT
I
EOUAILY L
13.3/4• MAX O.C.
SPACED I 1 I SEEANCHORSPER
TABLES687 i SHEETSi1
JNO ANCHORS AT SILL
SASH VISIBLE SEE SRL WEEP.
LIGHT WIDTH NOTCH DETAILS.
SHEET 3
ELEVATION FOR TYP. FLANGE FRAME
SHOWN WITH ORIEUPROVIEW CONFIGURATION
SEE SILL WEEP -
54' MAX. BUCK WIDTH NOTCH DETAILS,
SHEET3
ELEVATION FOR TYP. FLANGE FRAME
SHOWN WITH STANDARD COTTAGE CONFIGURATION
FOR CUSTOM COTTAGE CONFIGURATION UP TO
75' HEIGHT SEE TABLES 6 8 7GENERALNOTES: SERIES 5400 NON -IMPACT RESISTANT SINGLE HUNG WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED i TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
3) FOR MASONRY APPLICATIONS IN MIAMI -RADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUA71ONS WERE SOUTHERN PINE, ASTM C90CONCRETEMASONRYUNITSANDCONCRETEWITHMINKSIPERANCHORTYPE.
4) ALL WOOD BUCKS LESS THAN 1-112' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKSDEPICTEDAS2XARE1 -U2 -THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGNANDINSTALLATIONISTHERESPONSIBILITYOFTHEENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR).
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED ION EMBEDMENT. INSTALLATION ANCHORSSHOULDBESEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INS7RUC710NS. 8) 114• MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES,
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300.
S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM E13DO.
B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAOS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED INTHEDESIGNOFTHISPRODUCT. THE 1.6 LOAD DURATION
FO
WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD ANCHORS THAT COME IN70 CONTACT WITH OTHER DISSIMILAR MATERIALSSHALLMEETTHEREQUIREMENTSOFTHEFLORIDABUILDINGCODEFORCORROSIONRESISTANCE.
0) METAL SUBSTRATE TO MEET MIN STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-7964; ELCO ULTRACON NOA; ELCO CRE7EFLEX NOA; ELCO AGGRE-GATOR NOA; ROYAL WINDOW AND DOOR PROFILES, LID WH17E 6 BRONZEA.IGHTER SHADES OF CAPCOATEDPVCEXTRUSIONNOKS: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSOAFBPA NDS 6 ALUMINUM DESIGN MANUAL11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL.17
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 SIRE, DETERMINE YOUR WINDOWS DESIGN
PRESSURE FROM TABLES 4 OR S. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOWOPENINGOBTAINEDINSTEP1.
DETERMINE ANCHOR QUANTITY FROM TABLES 6 OR 7 VERIFY THE4ET REQUIREMENTSFORYOUROPENEING1CONDITIONFROMTABLES2OR7ANDTHATALLMIN. REOUREMENTS FROM
THBSTRATE
WILL IS SHEET -SET ARE MET5) INSTALL AS PER SHEET 3 FOR THRU•FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION.
NOTE•DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J -CHANNEL, FLANGE, INTEGRAL FIN OR EQUAL LEGIBOXJ
LYNN l,Nl(!o
Q,`
T ,.• \GENS/; R is
is Nu.58705
I11—
SAT OT 1070 TECHNOLOGY DRIVE
0,` FIOR\OP:•'\(2 N. VENICE. FL 34275
941)-480-1600
WNNMRlEl1 PE.
P E B 50705 CERT. OF RUTH. 029296
DESIGN PRESSURE RAI ING IMPACT RATING
VARIES PER REINFORCEMENT
LEVEL, SEE SHEETS 8-7
NOT RATED FOR
1 IMPACT RESISTANCE
D '- -J 1.1/4' --; c•- SEE SRL WEEP.
NOTCH DETAILS,
SIIEET 4
ELEVATION FOR TYP. FIN OR J -CHANNEL FRAME
SHOWN WITH EQUAL -LITE CONFIGURATION
ANCHORED THROUGH THE NAIL -FIN
SIMILAR A14CIlOR DIMENSIONS FOR OTHER CONFIGURATIONS)
GENERAL NOTES ......... 1
ELEVATIONS ...... ..... ......... _._.1
FRAME, GLASS B ANCHOR
OP71ONS..........._..- _._- ----- 2
INSTALLATION. FLANGE 6
EQUAL LEGIBOX............. 3
INSTALLATION, INTEGRAL FIN
8 J -CHANNEL .............. _.. 4
GLAZING DETAILS ................... 5
DESIGN PRESSURES...._.___....6, 7
ANCHOR QUANTITIES .............. 8.9
EXTRUSION PROFILES..___.._... 10
ASSEMBLY 8 PARTS LIST....._... 11,12
R.O.b.:
GENERAL NOTES & ELEVATION J ROSOWSKI
nu.:
SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15
SH -5400 I NTS I" 1 OF 12 I MD-SH5400-01
Glass
Type Description (Llsled from Exterior to Interior) DPetre*
1 3/4" 1 G.: 1/8" A Exterior Cap + 112" Air Space + 1/8" A Exterior Cap 4 0
2 3/4" 1 G.: 1/8" T Exledor Cap + 1/2" Alr Space + 1/8" T Exterior Cap 4.5 6,7
3 3/4" I.G : 3116" A Extedor Cap + 3111'• Air Space + 3116"A Exterior Cap 4.5 8.7
4 314" IG.: 3/18" T Exterior Cap + 3/8" Alr Space + 3/18" T Exledor Cep 4,5 8.7
Group Anchor Substrate Min. Edge Min.
P.T. Southern Pine (SG=.55) 3/8• 2-7116'
1 - 4
2.1/2- Wrigahank Rooirp Nall
Distance Embedment'
1(s Tiw*head SMS
Steel, S.S.
a 4100 SS.S.)
10 SMS
P.T. Southern Pine (SG=O. 717— 1.3/8'
1 •4
steel, 18.8 S.S.
Steel, A36' 3/8' 0.050'
Steel, A38' 318' 0.050'
or 410 S S.)
Steel Stud, A653 Gr. 331 3/8' 0.0451" (18 Ga.)
A
Squamfflocl.,
Arch -Top 8
Rafts -Top
Aluminum, 6063-75• 318" 0 050"
Through the frame
of the window......
Into 2X Wood Freme/Buck*Idp - sheet 4, option 6
P.T. Southern Pine (SG=0.55)
E318*
Nlegrel Fin
3) 1-3/8"
Equd•Lte,
OdeVPrmlew
6 College3/16' steel Ullracon Concrete (min. 2.85 list)
Into 2X Wood Frame/Buckstnp - Sheol 4, option 5
1318'
Through the home....Into
of the window......
2X Wood Frams/Buckstdp - sheet 4, option 6
Ungiouled CMU, (ASTM C-90) 1.1/4"
12 SMS
P.T. Southern Pine (SG=0.55) 1-318'
B steel, 18.8 S.S.
Steel, A38' 0.050'
or 410 S.S.) Steel Stud, A653 Gr. 330 0451` (18 Ga)
Aluminum, 6063-T5' 0.063'
114" steel Ullracon
Concrete (min. 2.85 ksi) 1' 1-314"
C Ungrouled CMU, (ASTM C-90) 2-1/2' 1-1/4'
114" sleet Creleftex Concrete (min. 3 35 kel) 1" 1-3/4'
114" steel Ullracon Concrete (min. 2.85 ksi) 2-1/2" 1-3/4'
114' steel Ullracon P.T. Southern Pine (SG=0.55) 1' 13-38'
1/4' steel Cretibox Concrete (min 3 35 list) 2.1/2' 13/4'
D 1/4' steel Creteflex
Ungrouled CMU, (ASTM C-90) 2-112" 1-1/4'
P.T. Southern Pine (SG=0.55) 1' 1-318'
1/4" steel Aggre-Gator Concrete (min 3.275 ksi0.5)
1-1/2" 1-318"
1/4' steel Aggre-GaloT P T. Southem Pine SG=5 1' 1 8'
Grouted CMU, (ASTM C-90) 1 2' 7'
Group Anchor Substrate
Min. Edge Min.
Distance Embedmenr
E 2.117' x .131' Common Nall P.T. Southern Pine (SG=.55) 3/8• 2-7116'
1 - 4
2.1/2- Wrigahank Rooirp Nall P.T. Southern Pine (SG=.55) 318' 2.7118'
F
1(s Tiw*head SMS
Steel, S.S.
a 4100 SS.S.)
P T. Southern Pine (SG=.55) 1/2' 1318'
Aluminum, 8003-T5' 318' 0050,
Steel Stud, Gr. 33' 318'0 0451' (18 Ge.)
Steel, A30' 3/0' 0.050'
1 •4
912 SMS
steel, 18.8 S.S.
or 410 S.S.)
P.T. Southern Piro (SG= 55) 9/16' 1318'
Aluminum, 6063.751 310' 0.003'
Steel Stud, Of. 33' 318' 0050.
Steel, A38' 318' 0.050'
GLAZING NOTES
A' - ANNEALED
T• = TEMPERED
MIN OF 3 THREADS
BEYOND THE METAL
SUBSTRATE. FOR
STEEL STUDS,
MIN Fu -415 KSI&
MIN Fy=33 KSI.
UNGROUTED CMU'
VALUES MAY BE
USED FOR GROUTED
CMU APPLICATIONS.
FIMIRF P- FRAME QHADFQ
Fame
Types
a Fig B)
Glass
Options
a Table 1)
Frame
Contig*,
see Flg A)
Frame
Shape*
see Flg C)
Installation Options that may be used
Flange
1112)
1 - 4
Equanil*,
OnwPrWow
A. Cottage
SquarNRecl..
Aroh-Top 6
Radius -Top
Through The barn*
of the vnndow.....
Into 2X Wood Fismo/Buckchip - sheet 3, option 1
Into Conclels/CMU - sheet 3, option 2
through 1X Bucksldp Into Conciete/CMU - shoal 3, option 3
Into Motel - sheet 3, option 4
Box /
Eq(#
4) a4)
1 •4
EgllPfale,
OA. Celle
ew
A. College
Square/Recl ,
Arch -Top 6
Radius -Top
Through the Game
of the vdndow..........Ih
Into 2X Wood Frome/Buckstdp - sheet 3, option 1
Into Concmlo/CMU - sheet 3, option 2
Dago 1X Backstop Into Cone,ele/CMU - shoal 3, option 3
into Metal - sheet 3, option 4
1Channd
R1)
1 -4
Equal•Ule,
Odayprodew
6 College
Squamfflocl.,
Arch -Top 8
Rafts -Top
Though the
Integral in
into 2X Wood FrsmdBuekstdp - shoot 4, option 5
Into Molal -wheel 4, option 7
Through the frame
of the window......
Into 2X Wood Freme/Buck*Idp - sheet 4, option 6
Into Meld - chest 4, option 8
Nlegrel Fin
3)
1 -4
Equd•Lte,
OdeVPrmlew
6 College
Squere/Recl.,
Arch -Top 6
Radius -Top
Through the
Integral An......
Into 2X Wood Frame/Buckstnp - Sheol 4, option 5
into Metal - sheet 4, option 7
Through the home....Into
of the window......
2X Wood Frams/Buckstdp - sheet 4, option 6
Into Meld - sheet 4, option 6
d
A
EOUAL-LITE ORIEL COTTAGE
BUCK WIDTH BUCK WIDTH moi BUCK WIDTH
OF 3 zNo. 58705
THREADSBEYOND
THE METAL7.
I
STEEL STUDS. 1. £TAI =lU Z
MIN Fu=46KSIaO
MIN. Fy=33 KSI..
it
Tle
Dro+4P f1o.
MD-SH5400-01
N(\-•:
CERT. OF AUIH. /29290
A lrYo-mi,116 E. 68705
TUPUP
M
go
O
ur
RECTANGULAR RADIUS -TOP ARCH -TOP
WINUUW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY
BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING
DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM
THE TABLES ON SHEETS 6.9.
FIM IRF R• FRAME i PVI!
I`BOX
LYN,y qll'/ GNV
RAv1AAd By:
OF 3 zNo. 58705
THREADSBEYOND
THE METAL7.
SUBSTRATE FOR i '• 7rF/5." STEEL STUDS. 1. £TAI =lU Z
MIN Fu=46KSIaO
MIN. Fy=33 KSI..
it
SCC '•,•P(ItIDP,.•'•• 10
Dro+4P f1o.
MD-SH5400-01
N(\-•:
CERT. OF AUIH. /29290
A lrYo-mi,116 E. 68705
FIM IRF R• FRAME i PVI!
I`BOX
4 {'
OR
EQUAL - I
RAv1AAd By: OoIA: RAYIAI011:
DAAFrIP1IOli:
GLASS/ANCHORS/FRAME OPTIONS
Ororn
J ROSOWSKI
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
941)-480-1600
7114:Dor.:
SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15
SAr4A/Aladd: ScaleSMAC•
SH -5400 NTS 2 OF 12
Dro+4P f1o.
MD-SH5400-01
Rw.
CERT. OF AUIH. /29290
INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES
INSTALLATION OPTION 2 INSTALLATION OPTION 3
INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X
OPTION 1 EDGE DISTANCE
DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETEICMU
ANCHORED THROUGH SEE NOTE 2. THIS SHEET. I••• EMBEDMENT
FRAME INTO 2X WOODEMBEDMENT
FRAME OR BUCKSTRIP, 111' MAX SHIM 16 114' MAX SHIM •{ --
SEE NOTE 2, THIS SHEET. EMBEDMENT SASH VISIBLE 17
I ••
r 18 IGHT
EDGE
LWIDTH EDGE
FLANGE FRAME
SHOWN
j
L_L
o ' ,'
DISTANCE '
DISTANCE
44 BALANCEL114' MAX TYPE VARIES - -- TYP ANCHOR
SHIM TYP. ANCHOR TYPE, 42 WITH SASH I TYPE,
2
EMBEOMENTAND WEIGHT 54
30
vTYP. ANCHOR TYPE, EMBEDMENT
EDGEEMBEDMENTANDEDGE
DISTANCE PER SUBSTRATE,
DISTANCE PER
AND EDGE
DISTANCE PER
SEE TABLE 2, SHEET 2 SUBSTRATE,
IO
SEE TABLE 2, SHEET 2.
EDGE SUBSTRATE,
DISTANCE16EXTERIOR ' \
87 L \
U
SEE TABLE 2,
SHEET 2.
FIXED 19
Q
FIXED VISIBLE
VISIBLE
20 OPT. SASH
LIFT RAIL
TOP
FLAN LIGHT WIDTH
EOUALI2
GHT
HEIGHT
I FRAME
NOTES:
LEWOX
SHOWN BUCK WIDTH
FOR All WINDOWS FRAME
46 ANCHOR ®355'
1)USE ONLY HORIZONTAL SECTION A -A SHOWN
49
21CENTER
FROM END AND AT SUBSTRATE -APPROPRIATE
22 FOR WINDOWS ANCHORS LISTED ON TABLE 2,
u 0
SHEET 2. FOLLOW EMBEDMENT ANDOVER38' WIDE: DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. EDGE DISTANCE LIMITS. ANYADDADDITIONAL MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 2, SHEET 2. INSTALLATION OPTION SHOWN MAY
1q 45 46 47
35
SCREWS ®16-316'
FROM ENO.
BE USED ON ANY SIDE OF THE
O
WINDOW. FOR WINDOWS "T"114' MN(
DUCK SO
I (EIGHT
16aO BOTTOM LOCKS.
2) MASONRY ANCHORS MAY BE
SHIM 010 OR 012 STEEL 114' MAX
ADD ADDITIONAL
USED INTO WOOD PER TABLE 2, SELF -DRILLING SHIM
65
ASSCREWS@
FROM
6316'
SHEET 2. ALL WOOD BUCKS LESS SMS (G5). SEE
30 THAN 1-1/£ THICK ARE TO BE 90 TABLE 2,
SASH CONSIDERED 1X INSTALLATIONS. IX SHEET 2.
EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF
LIGHT
HEIGHT
t_ 16
UNIT IS INSTALLED DIRECTLY TO
SUBSTRATE. WOOD BLOCKS
DEPICTED AS 2X ARE 1.1R' THICK
66
OPT USE EITHER OR GREATER. 1X AND 2X BUCKS
65 LATCH OR (WHEN USED) SHALL BE DESIGNED
2) 1- Si 30 a 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EOUAIINTERIOR31
TESTED UNIT THE STRUCTURE W000 BUCK
WEEP FRAME
LOCATION. 8-516' DESIGN AND INSTALLATION IS THE SHOWN FRAMENOTCHESAT80FROMSASHENO. RESPONSIBILITY OF THE ENGINEER SHOWNEACHENOORARCHITECTOFRECORD. Q
EXTERIOR
g 06 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATIONfl INSTALLATION
67
ALSO REFERRED TO AS DAYLIGHT
OPTION 4 v OPTION 4
EQUAL-LEGIBOX 114- MAXSHIM
OPENING)MEASURED FROM
ANCHORED THROUGH ANCHOREDTHROUGHBEADINGTOOBEADING.
FRAME SHOWN I I o n I FRAME INTO METAL FRAME INTO METAL
711 IaHsad By: Dab. Rwlal•n:
27• X 125. .
II
O`A LYNN A///lam I
W7EEPHOLE r NO ANCHORSF Z`..••;C,EPIS •', 'P ieE
WICOVER ® REQUIRED IN VISIBLE LIGHT FORMULAS Q :' ' , iT ^
R.d..4 Bl' Osla: R.dslon:
2 57' FROM 36 FLANGE OR
EACHEND EQUAL -LEG 58705WIDTH10
FRAME SILLS 6- • J. - ® Daudplim Om- 6y: SASH. BUCK WIDTH .112'
tg FIXED LITE: BUCK WIDTH -4.318' -,
O:•
C( w FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI
HEIGHT IEOUAI•LITE) '•. S A1L/O{- :• j 1070 TECHNOLOGY DRIVE flu.:Oalc
VERTICAL SECTION B B BUCKHEIGHT/2.3.15116' t• - FL(7R10?. '(` N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15
941)-460-1600
77 BONA\- Saba/Ma4d• Saals Shaal: OMarinq No.
CERT OF AUTH. /29296 SH -5400 NTS 3 OF 12 r7jA:Ly)gy405Ced,PE MD-SH5400-01
P E 0 55705
INSTALLATION DETAILS FOR INTEGRAL FIN & J -CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5
ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN
INSTALLATION OPTION 52X WOOD FRAME OR BUCKSTRIP. SEE INTO 2X WOOD FRAME OR
EMBEDMENT EDGE DISTANCE
ANCHORED THROUGH INTEGRAL I•f EMBEDMENT NOTE 2. THIS SHEET. BUCKSTRIP. SEE NOTE 2. THIS SHEET.
FIN INTO 2X WOOD FRAME OR a— 114' MAX SHIM
SUCK- STRIP. SEE NOTE 2, THIS EDGE DISTANCE
1/4' MAK SHIM
16
SHEET.
J•CHANNEL
FRAME
TYP, ANCHOR TYPE. SASH VISIBLE 17
EMBEDMENT
SUBSTRATE,
E _ 18 LIGHT WIDTH roDISTANCEPERSUBSTRATE,
SHOWN SEE TABLE 2. SHEET 2. r
QO
1
SCREW
114' MAX $HOA
TVP. ANCHOR TYPE.
EMBEDMENERAND
SHOWN) _
J
44
T PE VARIES _--. _ 0O EMBEDMENT
ES
42 WITH SASH
DISTANCE /--
I
WEIGHT 54
30
31maDISTANCEPERSUBSTRATE, SUBSTRATE. a
a 18
SEE TABLE 3, SHEET 2.
EXTERIOR TYP. ANCHOR TYPE. NAIL SHOWN) 87
INTEGRAL EMBEDMENT AND EDGE
ID 3 FIN DISTANCE PER
FIXED VISIBLE
FIXED
19
VISIBLE
20 OPT. SASH TOP
LIFT RAIL
FRAME SEE TAB E 3. SHEET
2RATE,
J
LIGHT WIDTHLO SHOWN (NAIL SHOWN)
LIGHT
f " c' HEIGHT I FOR ALL WINDOWS.
FRAME
NOTES SHOWN
18
1 ANCHOR ® 3 55' BUCK MOTH
1)USE ONLY49FROMENOANDAT HORIZONTAL SECTION C -C
a
21 CENTER.
22 FOR WINDOWS
SUBSTRATE -APPROPRIATE
ANCHORS LISTED ON TABLES 2 & 3OI
73 1 OVER 36' WIDE' OF SHEET 2. FOLLOW EMBEDMENT
114. MAX DADE APPROVED MULLION, FOC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD.
0
ADO ADDITIONAL
5 48 17 SCREWS ®16-3/&'
AND EDGE DISTANCE LIMITS. ANY MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES TABLES 2 & 3 SHEET 2.
INSTALLATION OPTION SHOWN MAY
SHIM
14
35 FROM ENO. BE USED ON ANY SIDE OF THE
BUCK V FOR WINOOWS WITH WINDOW. -
HEIGHT 50 a O BOTTOM LOCKS. 16
ADD ADDITIONAL
N10 OR N12 STEEL _,..( 114- MAX
2) MASONRY ANCHORS MAY BE SELF•DRILLING SHIM
SCREWS ® 6.3/8' USED INTO WOOD AS PER TABLE 2, SMS (G5), SEE I
BS 30 1
SASH
FROM END SHEET 2 ALL WOOD BUCKS LESS TABLES 2 6 3.
THAN 1.12' THICK ARESHEET 2. n
EXTERIOR VISIBLE
CONSIDERED 1X INSTALLATIONS. ONS. U1XW000BUCKSAREOPTIONALIF
LIGHT
HEIGHT USE EITHER
UNIT IS INSTALLED DIRECTLY TO
86 L_ OPT
LATCH (SHOWN)
16 OR BOTTOM
LOCK (SHEET 31.
SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1.12' THICK n
OR GREATER. 1 X AND 2X BUCKS
l Q
2) 1- 81 30
65 TESTED UNIT63
WHEN USED) SHAH BE DESIGNED FIN AND/OR aTOPROPERLYTRANSFERLOADSQINTERIOR31LOCATION. 6.518' FLANGE REMOVED
WEEP FROM SASH ENO. TO THE STRUCTURE. WOOD BUCK IN•FIELO
NOTCHES ATDESIGN80Q
AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN
EACH ENO. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN
7
REQUIRED IN FRAME
SILLS IF ANCHORING 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION
THROUGH FRAME. ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8
114'
OPENING)
MPJ(
IS MEASURED FROM ANCHORED THROUGH FRAME INTOANCHOREDTHROUGH
INTEGML FIN
SHIM SHIM
BEADING TO BEADING METAL (INTEGRAL FINIFUWGE REMOVED) INTEGRAL FIN INTO METAL
FRAME SHOWN
2OWICOVREQ
Raded BY. Dab: Rwhbn:
IYNN 4/i4e382
67E'
UN`I
9FEF
FROM EACH ENO —
VISIBLE LIGHT
a .•''`\CEIJSF
R°.Naad By: 0°b: R°Hsba,
FORMULAS
TYP. ANCHOR TYPE, 140. 50705 '
EMBEDMENT AND EDGE — EDGE DISTANCE WIDTH
DISTANCE PER SUBSTRATE. — @SASH: BUCK WIDTH .6-112"b:
SEE TABLE 3, SHEET2 --I EMBEOMENT
SCREW SHOWN)
1
FIXED LITE: BUCK WIDTH -4.378' -•p : '" t;J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI
f.1Si^IC(F/tiHEIGHTEQUAL -LITE) O BIN:Dat°•
05/15//15PTION5VERTICALSECTIOND -D BUCKHEIGHT2-3.15/16' ''%;;/
DORALORIL.= `
SINGE HUNG WINDOW.
1; INSTASTRIP. nNCINTO2%LoT oOucHWOOD Scoff:hINSTALLATIoONo No. Re., ra
10iNTOEGRAININ
A7.Lkm MILI R,PE. SH -5400 NTS 4 OF 12 SH5400-01SEENOTE2, THIS SHEET.
P E 0,68705
CERT. OF RUTH. 129296
714' NOM. — 314' NOM 3/4' NOM. 3/4' NOM. +--
I I
1/8" A GLASS - 1/8"T GLASS
1/2" AIR SPACE
3116"A GLASS - 3116'T GLASS
1/2" AIR SPACE
1/8" A GLASS 1/8 T GLASS3/16"
3/8" AIR SPACE
A GLASS
3/8" AIR SPACE — \
T GLASS
c] EXTERIOR EXTERIOR a EXTERIOR a
y
EXTERIOR
DURASEAL, DURASEAL, DURASEAL, DURASEAL,
SUPERSPACER + SUPERSPACER— SUPERSPACER-- SUPERSPACER
OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER
GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4
1/2' NOM.GLASS
76 OR 77 OR 78 BITE TYP.
31
pEMERIORII 75
tlll
J8 30
Q 111111111111
pN•........ 4112 By. D.C.: R.w.bn:
TYP. GLAZING DETAIL No. 58705
Y` R.vl..d W. 0.1.:
n LC -
nT'
s L•l=
o"Cdpllon: om— W.
GLAZING DETAILS J ROSOWSKISIALl:' l J;
Fl 1-'\C
1070 Fluc Oct..
ANNEAL
R. 7 N
y411
VENI
eo
SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15
TEU. 111111111
boo
Sado/Yedk SCa/c Sk.d: do.Mp No. R.v:
A. LYNN MILLER. PE.
5117PE.11 SE105 CERT. OF AM. 129298 SH -5400 NTS 5 OF 12 MD-SH5400-01
Gl qe e...
7.. 4.t-O..h
Mdy1nr0.
041.1pn Plefabte trolT7)
WI•d-Nd Wld,htln)
M. PQ
It 1 14 11 a1 0 48 1 1035 Eµnllr II00I •030 1400 400-1000 w0 1000 1 q0 IWO 1 000 1 IWO 000 100 w0 170 IrroYe/
MYN 11611 IIIA •w0 I=a Na• 1000 00 4010 1 we IWO 000 IWO w0 410 000 100 A
E.W Or 1100 I.fN .000 4000 4500 1009 q0 We 1 000 two w0 1000 4600 1000 4.0 41.1 Slwd,
q F..Yw 11 711-041 •000 1400 000 1090 000 IN 4000 1000 100 two 000 IWO 300 m0 TMY.
1 11611.7174. •100 1000 4.0 1 1000 000-1W0 000 4W0 000 4W 600 440 w0 211 N.•
Old CM117r A014-71610 .me Iwo 000 1 IN Me 1000 0060 a tl0 4140 q0 m 400 101 11114
C-1 M. 9
11411.
5411 Imo IWO q0 1 1400 we we We- 100 WO 1m0 000 110 4"a 4140 WFM.
a 14611.11110 .We 1030 400 I 1400 we 1w0 410 1400 400 loco 4300 111 300 141 Olon..
l 11)1/•11616 .No moo 500 1 1000 we 1000 000 1000 tl0 1000 tl0 110 000 Ile I.
IY•1 1/-.11011 •500 We q0 1400 Owe 1000 w0 4/0 000 100 100 140 600 110 Cu10n
61r 5411 -]I- •We IWa 100 IWa 400 1000 N. Iwo Roo Iwo mo 171 1 w0 Ile f11m0d
6YII.6r 71411.565 .000 100 No 1400 q0 1000 rWe two we 1000 Ia0 t10 we 100 44
Eµ.d M. Afll. (1111 .q0 1000 000 IWe WO NO wO 1000 000 100 549 141 0500 101 61e.
alalFKw no's .100 1000 000 We
WO
1000 000 1000 00.0 1000 w0 144 NO 104 1.
1.14.{4. 1101/-1165 .000 1030 000 100 q0 1000 q0 loco IWO IWo we 5. w0 117 Ilalr.
l 117//-II{l0 .w0 1000 7000 71000 000 1030 030 4000 000 MI tl0 146 000 1110 IrIY.
I IIW•73311 .000 000 Me We 000 no we 493 we wl 409 110 410 411 otr•.
W Cally Me.,- or .w0 1000 WO 71000 410 4000 000 Iw0 1 000 III WO 110 w0 131 ENIN
A011•A1t0 •000 1000 w lw0 44.0 loco 000 4WO 400 917 400 416 100 470 41
61.61161 FMw. 1/41/•ANo •4.0 mo pe two No 1000 lao 1000 4tlo 571 60 711 po aro Wlea
iY. 1161/.1165 744 1000 rwe Iwo q0 4000 4600 IWO 00 4.o 410 Ha we wl 9
W1m1{
br 141/•1111/ •qe 4(000 WO 1000 tl0 two 400 w/ q0 4/o q0 116 410 441 11)
11. 11 sm •AO Im0 500 4000 w0 4.0 4400 001 a 451 600 721 600 413 IIMI
11700.316.16 .foo 1000 030 451 4410 115 6110 421 000 411 No 111 w0 III ILr.
YIe GI.pr 5{1r•u", .600 nmo Iwo Iwo 100 Iwo w0 1000 600 161 00 11.1 1300 411 uEµ614.
71511•Aelf .w0 1000 600 4WD 600 1400 300 4030 600 011 600 lie We 431 Io 61e
WNa 3b. 561/•21114 •000 two 0 IWa 0 IN. a IN. we 016 No I a w f10.YgFKw
IIIII.A610 •300 1000 000 me w0 me 000 1m0 We 4.0 we 437 w0 466 lu1ra 14.
14011.17016 •000 1000 600 1100 No we we 4e0 rNo 006 000 764 w0 411 Cu1u.6b.
1711/•1445 •4.0 1000 No we WO 131 00 424 4.0 437 600 727 400 411 Mul 113/
1.11616 .000 1000 w0 4oi we 00I 000 1/0 WO 410 w0 4 4 w0 611 1.1Ytl
31117-41614 •pe Iw0 we 420 w0 itI w0 006 We 411 000 m1 000 007 1.,.nroC.
11r0• 1.61/.144.0 .WO IWo WO 1 IWO 001 4.0 401 600 414 wf M2 we as IF--. 56.
1•111.4 •410 two 4300 1400 rq0 1000 4.o wI 4.o 4$1 4.o r- 41.7 We Ml fIM1NFKr 71611.
71611 4W0 1000 4.0 w/ w0 411 x400 MO 000 41 10W 464 We 416 47 CuNm
BY1 5111•}4414 -we tooa 00 401 We Ire wo d44 4.o 411 w0 411 000 110 CuYmfY. 11411.
5616 .4.0 411 4.o 104 WO w/ we 431 1 617 000 we 000 416 4u11rm ib.
II11/•11610 •410 4.o tl0 130 w0 4.e 000 400 600 570 6100 450 w0 416 CuW.6b.
10011.11410 •4.0 al 4.e 00 W. JIO 7000 400 too 411 4.0 421 000 416 s_0
114.1.1101. -We 401 We 416 300 410 500 439 tl0 411 000 400 We 000 I.h41
561/•41 M1 .No IWO We 41• rWe 617 We 466 0 11.1 000 wf WO 410 Cu11rI.Nw
31UI.54N .ma Iwo w. w/ mo 176 w0 140 w0 I41 1". wl 40o wl 6wIM. 31411.
31474 .No 1000 we Qo 43(34 404 we NI 4600 5e No we we 42. 16 CubnOY.
r41/.31410 •we 1000 We 001 7000 7.0 4.o 711 4.o 002 we 002 w0 424 N dr41FKa
5611.11416 .4.e 416 4.e 750 4.o ai WO wl WO 414 1004 442 400 410 CuWn fb.
1.5616 .000 412 000 Ile 4.0 001 410 001 we 411 030 43 600 4 64 0
21{10.50- .300 000 No 410 4.o wl 000 460 000 410 000 411 two 001 EµeWl. 31611.
11- .4.e Nf 4.0 1/{ Iwo wl 4.0 wl W0 416 400 001 600 wf N Culem lb
500.5610 .4.o 41.7 000 110 4000 000 000 001 w0 111 000 411 tl0 001 10.0.00n0µ4
31461.31511 .4.e 411 rw0 416 030 110 400 we we 411 4.o wo 1tl0 400 11.10 ece r.
e. 61.
0.1 c
41611 .00 431
00
41- 000 410 4.0 411 4409 SU 00 We W0 we 6, SHEET 6 FOR
ANCHOR GROUP AND OUANTITY. NOTES: 1) USE THIS
TABLE
FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 21
FRAME DIMENSIONS ARE
BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT
SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON
THE TABLE. 11 or EM7 ••. T
No
50705 L bTAIL'
or 4(/-
01110
I YrY SA:
LYNN
MI( ER, P E. P E 0 58705
JAMB SECTION DETAIL FOR
WINDOWS
WITH LEVEL R1 REINFORCEMENT & GLASS
TYPES 1-4 REINFORCEMENTS SHOWN IN FIGURES
ABOVE APPLY TO ALL
FRAME TYPES 6 CONFIGURATIONS) H iT rI45.
Ory: .
140.
1:
R.Webn: R.Wofd Sy. Oat.:
RwI.Im 040vot/en: Orono BY:
DESIGN PRESSURE TABLE J
ROSOWSKI 1070 TECHNOLOGY DRIVE ItUc
Dote: N. VENICE, FL 34273
SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 941)-460-1600 SWeelMedd.
SeaN: Shat: Orbnlnp
He- Rev. CERT. OF AUTH. /29296
SH -5400 NTS 6 OF 12 MD-SH5400-01
TABLE 5:
161.; ry..
411L,.6..0
13.0093.30
y,w ro 16..0N4dI4 9161930 pNflurl (109m
1Nnw.00d vna16130
1
alMl'.v.l
136 t". N.
I6
111. -no lao
2.
1{SO Ine
It
YO T 1300 Nµ0 1300 rw0 I30o ot630 sl us
00
G0.w6Gm/. Hur.11ono ,we 1300 wo Ina 100 30309 040 1330•we I300 wo
mo 4100
IsEO.i4. 1IW.I.ON •ISO
r
Ino Nf0 1300 e Ia1 00•1300 VO 1300 4040 Ivo1300 YoVO 7uoe1N.q /1..w I11.11 Y] ..e 1300 YO 7300 0 1300 UO 1300 KO 4100 as 1300 I 0 I 1300I.ou.n u.r•437r .Uo Ino 630 tae U0 13030 NSo 1.9 Us 1309roo I30o as1.g.,a all./. 306ri•aG6 I.o 300130 o I a Y tae I.o 7309 we 30300 roo u.. 00 113971113r316Eyre• vur•ri43I .uo 309 uo Ino wo Ine 109 73030 e 30309 430 Ixl} weal.ylq ml,3. 14 ur. a6w ..0 Ino o I30o wo T. we I30o e IJoe we
10,3
v.wN nall •14Ole .00 1300 N)e 1 Imo no 430o Ya 1300 tlo
1127 w0 1107
ui3n K31 w1 Iwo No wo 1300 YO dao IKo a Yo 1300 00 wo 3006 w/ ton
CYlM C11. ri11f.}1047 ,YO 1300 µ0 1300 ro Ino 10)9 1300 e uae w0 No e 4130
f4q.q CN4P x1111.7/.{ •600 1300 0 1300 YO 1300 no 1300 1430 1300 111} w.0 W4
J1 FOs14. 10111 -
Jam Iwo 1300 1070 1300 430 Ino 0 1300 U0 1300 UO 110/ 0 N7
161Y.q A.N.w 11.01/•1001f I.0 1300 w0 1300 430 1300 U0 1300 1/se 1000 Ve M4
G.I.n G1. 11111.1111. .UO 1300 o 1300 430 1300 0 1300 0 Ia0 UO 1100 0 N. W-1- 6b4.1 I. 111.11110 •KO 1300 f30
Me 430 1.0 040 111.3 UO
INYI 11 W•nG1 ..o 1300 we 1300 1300 wer0 We712 eUO Ino1101 00w0 1300 1100 0no 4011Ne
010650 1017410G.N.ga.l.rp 7/01!•11042 •w0 Ia0 1300 430 1300 430 Ino Us I30o 040 Id3 µ0 N.1EOYIN. 30111.10610 ,.0 1300 y0 1300 YO A e I30o µ0 No 0 41002 K0 N6116loWdrpy., 17I11.30IY ,w0 1300 me 1300 YO 1. Ye 1300 00 1300 0 1.0 UO N/ Won i4. I.1l 111 1070 1300 070 1300 YO 1300 NO 1300 YO 1300 1030 Ir6C.09.30.1. 1101I•G116 .no 1300 0 InO Is 1100 UO Iwo 0 1300 V. 1100 430 NIfIWN111/1.1301{ •UO 1300 0 Ino IYO IWO we 1300 0 1130 630 1110 160 1010
j M.xie l me •.0 Ino I.0 1300 YO 1160 UO 1111 w0 1111 y0 NO w0 4101.1WNCtl30. ri111•n 301 .KO 1300 wo 1300 YO 30.0 w0 1300 0 MA w0 NI w0 NICEw1.M. 11111•30K0 .KO 1300 YO u00 NO Ina NO 1300 UO 1300 w0 101/ UO 011911xCullenll. 30011.77610 •YO 1300 MO 1100 YO 1300 YO 1a0 0 1300 IKO 1020 0 417161010.10 Rw1.w 1r tlT-306w 100 1300 we me 9 1100 we 1300 IUO 1300 YO IwI is InCu4n4. 11011.11010 •we 4300 0 I30o 430 1300 VO 1300 We In -0r. U0 Ir. y 419Cu.l ou. 1111.1..10 •w0 Ino I Ino 1 110 Ino UO 1391 1030 170{ U0 ImI 170 416.11..1 uur•11Y ..e 7300 o I30o 1142 a 1130 0 1130 U0 Iso
1.13.1 030111.41.. Ine 130 6. 430 NT 1430 N9 no 410 YO
u2}
411 0
1044
i4N4NCNI.P 11011.30110 •.e 1300 Us Ino 0 1 w4300 1x11 µ0 1}10 UO 400 ISO 411EpOIw. riftr•JION .UO 1306 VO 1300 IYO 130010/ Ime 161 1191 w0
J17
GOeq..ew nw•10.. .Ke 1100 430 4300 43 m1 143 1304 o
N7 y0 100
u C -so. 10e11•r3w ..o 1100 wo m1 IYo Im9 No wo
1 0 411 0 410
C _so. IIA" m's N a 1100 1119 o As
1..1 M. wo 43. uo 414
CI.N n G1. 1111/•11110 ,U9 1734 0
0 AT, UO 9 w0 NS 0 410
WI.n4Y. Il oil •1. IN ,.0 1306 1030 Im7400 YO Nt 400 414 w0 100 w0 Ifx I.0 367
IM.9 110G•110N ..0 1111 Iµ0 N0 U0 YO4fI 101Iwo UO404 w0 Ue106 4160
e
434
400
659
w9
114
400
i...l 31111..1.4 •430 1300 9 IIIe INe 101 O 410 0 we 63 411 1.I 317 G.11.0 a.. Yur•a6N .Ye 1300 o 1717 U9 7041 we Imo 439 Jwr a 419 ue 301 EHIY. 4311/-Y 6. •YO 7300 we 111 Ne 7111 1010 IPI Yo Imo wo 4.0 no 131 NC1,fso. 1l011•UII. ..0 1300 w0 110.6 430 NII we M/ 166.0 YS 0 M] y0 J1 s4
NMw 79011.10610 1010 Ib0 w0 Im1 no RI U6 NI y.9 101 UO 437 160 411 Ou1.0. G1. ri{I1.ri011 •w0 1301 w0 N3 040 410 ue r1i 1.0 19/ YO 0 441 ib4..1 161.•10011 ..0 7.1 Ue 400 me Z41. I.0 Ill UO 44} 430 1..
EpIN.
r.r-N w. roo 30o o 104/ we 4}6 no 411 ale 463 0 I/9 416KO Iwo119 YWg30.0 n6lr•YfN •wo 130.1 1U0 NS r0 040 w0 J0/ CSO 109 10)0 Jo.
4330
m.
a.103003. uw•u431 .00 rm.
1 .w .Ue 111.1 o 49 o it. 43o 41. We 316 no Ne
toe
0
Ko
111
300
SEE
TABLE ur1
7.
SHE FT 0 MIT 4a1f`uno r_on110 ....30 ...........• 430 4.4 Uo 101 wo 41. 439 r:6 150 4oe wo roo NOTES
USE
THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR
INTEGRAL FIN. 2)
FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3)
FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT
DIMENSION SHOWN ON THE TABLE. LYNN
df/ 'I, 'S,, EN
140
58705 C •.,
s r rc of TTS
UfVAI. 00" A.
4klm P.E JAMB
SECTION
DETAIL FOR WINDOWS WITH LEVEL
R2 REINFORCEMENT & GLASS TYPES 2.4 REINFORCEMENTS
SHOWN IN FIGURES ABOVE
APPLY TO ALL FRAME TYPES 6 CONFIGURATIONS)
H
1T
77-
1 0130030
By. DESIGN
PRESSURE TABLE J ROSOWSKI 1070
TECHNOLOGY DRIVE nos: pep; N.
VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 941)-
80-1600 So/
w/es"ok Scar.: SMd: poldnp 100. R r. CERT.
OF AVIV. /29296 SH -5400 NTS 7 OF 12 -mg
No. 400-
01
3.500'
062'
L L
625•
J•CHANNEL FRAME •625'
1.315' (DIIMIJAMB
3.483• --i
4- 662•
4,
ju 1
2,.{-
JO
01
625' O 5 J•CH/V1NEl1.375 FRAME SILL
1
625'
T-
1483"
0
OFLANGE FRAME
HEADIJAMB
3.463• --I
062•
D - 0
2 {.{•
U
01
OFLANGE
FRAME SILL
3.483'
0 -..- .
662•
fl
2.{{{-
D
o
OFIN FRAME
SILL
7.500'
I-- .062'
lu C-7:1
D 1463'
L- 10
L
OEQUAL LEG FRAME
HEAO/JAMB
0266-
1 165• JJJJI
OLIGHT SASH
23 REINFORCEMENT
i070•
T, 3.46T I
RMf.d By
062•
D -
1.o r
0
Dob:
p U 1
T., 1.331• ,-
L .130•
H 1.340' -
ey.
J ROSOWSKI
1070 TECHNOLOGY DRIVE
N. VENICE. FL 34275
9{1)-480-1600
RRa
SINGLE HUNG WINDOW INSTALLATION - NI
0fLio1
OEQUALLED
FRAME SILL
NTS
0266-
1 165• JJJJI
OLIGHT SASH
23 REINFORCEMENT
i070•
T,
1.1• 82- -
o
RMf.d By
o7a
To .036' 1.o r
R.Wad B/. Dob:
p U 1
T., 1.331• ,-
L .130•
H 1.340' -
STANDARDHO MEETING RAIL26MEETINGRAIL27REINFORCEMENT
REINFORCEMENT
1
1.072• --{
r- 1.0{1' 11
1 215' _
2.100•( 1 {72' 1.565' 1.
630wa --{ 1376
1
2.11605• .065' -- - 1.375' I,
TSI
o a I
1 035' .
590• Ij-
j0 J .050• .
471•
IVR
7j'j(l
Ir
u 1 'f .J/7' 1
Ow
355 0 .
070' J
59a
J
XE ILx3rE•.- -.- l.aoa f-- 010• .oso•
FI14MEETING RAIL 16 SASH RAIL 17 COVER 1B SCREW
COSASH
P 1B INTERLOCK t0
LIFT RAIL LIFT RAIL 21 BEVELED 22 BEVELEDINTERLOCKCOVEROINTERLOCKOINTERLOCK COVER
I .
e64
316 - tt .300* --
1__L301• 1_L
75t•' .750' O
035 --a- ozs --tF-
73 IG BEAD e1 EXTRUDED OROLLED
SCREEN FRAME 82 SCREENFRAME
7')
g'i LYNN 4lt''' 'A7
1JCENgF
lti : •
No 50705 •'• }:
U lGZ-
G = O I C
STAICo GV
p • <oRloP..•'.;
r S/1^J.%(/•••,•-L J(
rA'4rPE/56;05 FE
o
RMf.d By We.
R.Wad B/. Dob: R.W.1":
WINDOW EXTRUSIONS
ey.
J ROSOWSKI
1070 TECHNOLOGY DRIVE
N. VENICE. FL 34275
9{1)-480-1600
RRa
SINGLE HUNG WINDOW INSTALLATION - NI
Ofba
05/15/15
S.A../Mod.h Scoff:
SH -5400 NTS
Sh..l:
10 OF 12
Of -N No.
MD SH5400-01
R.r.
CERT. OF AOTH. 129296
NOTES,
1) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLMIIY.
2) J•CHANNEL FRAME SHOWN, PMTS / 1 6 5. OTHER FRAME TYPES APPLY.
J) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 0 6 7.
A) USE EITIIER SASH TOP LOCKS OR SASH BOTTOM LOCKS.
p.• IICENSC •. lF '.
No. 0705
Al v0
i lCs \
L 0.I. R, P.E.
P E 15!705
MITERED FRAME HATH
INTERIOR AND EXTERIOR
FRAME WELDS
I CERT. OF AM. /29295 I SH -5400 I NTS 112 OF 12 I MD-SH5400-01 I
Prdfe01bn• o
A
1Fia'da C
r
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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # 1`1261-119
Application Type Affirmation
Code Version 2014
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and
ratified by the POC and/or the Commission If necessary.
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice, FL 34275
941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
941) 486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category windows
Subcategory Mullions
Compliance Method Certification Mark or Listing
Certification Agency Miami -Dade BCCO - CER
Validated By Miami -Dade BCCO - VAL
Referenced Standard and Year (of Standard) Standard Year
TAS 201, 202, 203 1994
TAS 202 1994
Equivalence of Product Standards
Certified By
I affirm that there are no changes In the new Florida Building
Code which affect my product(s) and my product(s) are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity .-' Yes No N/A
Product Approval Method Method 1 Option A
Date Submitted 06/29/2015
Date Validated 06/29/2015
Date Pending FBC Approval
Date Approved 07/05/2015
Summary of Products
FL # Model, Number or Name Description
261.1 Mullions for All Doors and Windows Aluminum/Vinyl Mullions
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: Yes FL261 R9 C CAC 14-1105.01.0df
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 05/26/2016
Design Pressure: N/A Installation Instructions
Other. Please see Miami -Dade County Notice of Acceptance F1.2fii R9 U 14-1105,01_odf
NOA) for product performance information, and mullion clip Verified By: Miami -Dade BCCO - CER
anchorage details. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Back Next
Contact us :: 1940 NeRh Menree ctre.t_ 7allaha F '129oa Phone_ 850.487-1824
The State of Florida Is an AA/EED employer. Coovdaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, emall addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send decbonlc
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please cor>ted 150.487.1395. •purmant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Deparbnent with an email address It they have
one. The ernalls provided may be used for official communication with the licensee. However email addresses are public reox 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 11mese under Chapter
455, F.S., please didt b=.
Product Approval Accepts:
0®
Credit r'a1
SAFE
M IAM I•DADE DIIA11II—DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADiMINiSTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.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 "PGT" Clipped Extruded Aluminum Tube Mullion —L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, tilled "Impact—Resistant Aluminum Tube Mullions",
sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/1 lwith the latest revision dated 01/29/15,
signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control
Revision Section stamp with the Notice of Acceptance number and Expiration (late by the Miami—Dade
County Product Control Section.
AUSSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or ahangc
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 13-0815.05 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 Jaime D. Gascon, P. E.
NOA No. 14-110301
Expiration Date: May 26, 2016
Approval Date: February 12, 2015
2`ti ls Page
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
Submitted under previous NOA No. 10-0819.05)
2.- Drawing No. 63003R, titled "Impact -Resistant Aluminum Tube Mullions", sheets 01
through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision
dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E.
B. TEST_ S
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443
samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D. Brinson, P. E.
Submitted !ruder previous NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2010
and with FBC 51h 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.
F. STATEMENTS
1. Statement letter of no financial interest, conformance to and complying with the FBC
51h Edition (2014), dated 11/03/14, signed and sealed by Anthony Lynn Miller, P. E.
2. Statement letter of no financial interest, conformance to and complying with the
FBC2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller, P. E.
3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by
Jaime D. Gascon, P. E., Product Control Section Supervisor.
ai»re D. Gasco P. E.
Product Control Section Supervisor
NOA No. 14-1105.01
Expiration Date: May 26, 2016
Approval Date: February 12, 2015
E—]
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEIVIE NTS (CONTINUED)
4. Laboratory addendum letter for Test Report No. ITI,6443, issued by Fenestration
Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E.
Submitted raider previous NOA No. 11-0922.01)
5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration
Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E.
Sttbnritted under previous NOA No. 11-0922.01)
6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11,
signed by Ishaq I. Chanda, P. E., Product Control Examiner.
Sttbnritted under previous NOA No. 11-0922.01)
G. OTHERS
1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their "PGT
Series Aluminum Clippcd Mullion — L.M.I.", approved on 11/31/13 and expiring on
05/26/16.
1-
OG ` 1_'Y- -
Jain e D. Gascon, P. E.
Product Control Section Supervisor
NOA No. 14-1105.01
Expiration Date: May 26, 2016
Approval Date: February ]2, 2015
E-2
SUITABLE FOR ALL LOCATIONS REOUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE [—OPENINGYA OTHFORVEIITICAL"ILL.
MULLIONS / " SEE OETAIL
IRO,C,K
SIEETS 2J
SEE OETALLS
i /
C
I11
I
A TNRUG; SNEET52-31-
I _
II / III / II
VERT. MUNILENGTH
1 /4
SEE OE TAILS
NORZONTAL
A O.Gx
MULL SHEETS 2J
LENGTH
HORIZONTALMILLLENGTH
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 TOPE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS MULLIONS
INSCRIBED wS10E HAVE BEEN TESTED AS'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
RECTANGuIAR NOT HAVE A GAP OF MORE THAN 1/6' FROM THE CUP,
SHAPE
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 UI60. THE 113 STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION. THE 16 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
1 SEE DETAILS ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER
A THR/ IEET c, ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN
OP
SIIEErs
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
ENINGHEIGHT 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S)
FORIIONZONTAL
SEE DErAIL E, MULL 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST
SHEETS BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SWILL BE PROTECTED AS REOUIREO TO PREVENT
REACTIONS.
FENESTRATION 6) REFERENCE: TEST REPORTS: FTL-6443: ELCO ULTRACON/AGGRE-GATOR NONS; ANSUAFSPA NOS FOR WOOD CONSTRUCTION;
PRODUCTSALAY AOM -ALUMINUM DESIGN MANUAL
OE OF AM' TYPE.
MUSTMANUFBE
B) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
GYPGTAY PGf. CODE, AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH
PGT•APPROVEO FENESTRATION PRODUCTS HIVING CURRENT APPROVALS
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ.
11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
WIDTHIHFIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:
MULL OPENING VAOTH )—
HORIZ. MULL LENGTH--(
1 LENGTH I 1 I
P OPEN
HTHEIGHT l
OPENING MILL s' FORIIEIGXTLE 7
MILI /
rMULL
SINGLE MULLION SINGLE MULLION -_I OPEVERRTI YIIorNFORTICALAXLI
OPENNGYAOrH
FOR VERTICAL MULL
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS
FROM FIGURE 1 ABOVE.
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIFT') FOR THE OPENING USING THE ASCE-7 STANDARD.
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS -RECTANGULAR-OR -TRIANGULAR/TRAPEZOIOAL'.
GENERAL NOTES__.__ __. _ -. 1
INSTRUCTIONS_._.___.
EI EVATION3.... .. .._.___._...- 1
MU L TO 2X V/OOO...... _ _ _ _ 2
MULL TO 1X h MASONRY_. _ __ 2
INSTALLATION NOTES__._ _ _ _ 2
MULL TO MASONRY_.__ _„.._ _ 7
MULL TO STEEL 3TUD__ _..___ 7
MULL TO MULL_ _.__._._-
ANCHOR 3PEC3_.__..._.___....3
ALTERNATATE CLIPS._ __._.._._..
RAY MULL INSTALLATION _....._ . 4
1X 2 X 126 MAI SPECS_._.._.._5
1 X 2 X 775 MLRL SPECS_.__._ -.6
I X2 73X 775 MULL SPECS_ _. 7
1 X 2.75 X 65 MULL SPECS._._... 0
1 X 7125 X.500 MULL SPECS__ _ p
1 X 4 X 125 MULL SPECS....._._ 10
IX A X.375 TUBE MULL SPECS. - 11
1 X 4 X.375 T' MULL SPECS _. *11 ..11
125 X 7.100 X 265 MULL SPECS.. 12
1 25 X 3 26 X .100 MULL SPECS. 13
1.25 X 7.25 X 624 MILL SPECS. _ N
1.25 X 7 W X 624 MULL SPECS-_ 15
2 X A X.25 MULL SPECS..._...._ 16
2 X 6 X.25 MULL 3PECS.._.._ 17
120 X211X 125 MULL 3PECa f0
70' X 7 25 BAY MULL SPECS.._ _ .13
AS' X 3 25 BAY MULL SPECS . _ . 20
MULLION 6 CLIP DIMENSIONS..... 21.27
EXAMPLES 16 2..... .... _._.__..24
LGAOING EXAMPLES_._.. _._....25
6) FIND THE CHOSEN MULLIONS MULLION CAPACITY "SIFT-) FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING
THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE
MULLION CAPACITY /LOSIM) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIFPI FOR THE OPENING OBTAINED IN
STEP 1).
5) FROM THE SAME TABLE USED IN STEP I) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LOS. THIS VALUE
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY,
6) FROM THE ANCHOR CAPACITY (LOS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE
ANCHORISUBSTRATE/ANCHOR•CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR
CAPACITY IS MET.
7) IF THE MULLION CAPACITY (LBSFM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSFF-) 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
6) VERIFY THE DESIGN PRESSURE RATING (LBSIFT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
CAPACITY (LBSIFT'1 OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION
PRODUCT ASSEMBLY.
B) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT.
PRODUCTRBVISBD
W "'oplyhlp whh aw Yb116F
R
r d
OS.
11111111///
NG• 5870.5 >i
On••' IEgvr15 ((/
ONAL 0410"
A. LYNN MIM9. P E.
FL P.E b 50705
DETAIL A:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
OFFSET CLIP SHOWN)
EITHER THE
STANDMOOFfSE7MULL r
cLw MAv eE
NSTALLEOOY
TIII$METIKXI .
a . .
EXTERIOR
I
DETAIL B:
MULLION ATTACHED TO 1X
WOOD BUCK AND MASONRY
STANDARD CLIP SHOWN)
J
A
Q +
4
EXTERIOR
EOGE
LLION
E SHEETSipiHOIE
THEOFFSETuvIS
OCATIOKS
EDG
a21-!23
FW FRAMED
WINOOWS, BUT MAY
STREWS L 260' —FOR
ALL MULLIONS
DETAIL B:
MULLION ATTACHED TO 1X
WOOD BUCK AND MASONRY
STANDARD CLIP SHOWN)
J
A
Q +
4
EXTERIOR
MULLKIN
d
r6_L1CK$_T-_j TYP. ANCHOR
AND APER SUBSTRATE, R Y
ATTAOU.U?Nf SEE SEE TABLES to -lee
er OTHERS
SEE NOTE 1, N
1
SHEET 1. -
YN
m
I
N Jil
N 1 1 MAIN 2./KSI
T •
EDGE
COHCREIEORCMU I-- I -f DISTANCE. J1ISEESEETABLES
1 I EDGE DISTANCE 10.168
FOR MASONRY W Q —IANCIK)RS
OI O
SIDE VIEW Z M
ERHER THE Q
SrANBARO _j 0 g
4
OFFSET MULL ?
Clw MAY BE
IHsrALLIED BY
Fes•-
b 4
IWS IIElN00 J ZEE OO t
4 Q r
N
Tri. ANCHOR TYP ANCHOR
Tri. ANCH0IN PER SUBSTRATE. PER SUBSTMTE, JI
PER SUBSTRATE. SEE TABLES IP"M8 SEE TABLES 10.165
SEE TABLES 10.148 _ EOGERiNO _
I DISTANCE BUCKSTRw
SEE TABLES .r '
EMBEDMENT / SUCNSTISP IB•IBO T ATTACHMENT
BYOTHERS.
j_
ATTAGIMEM _
EMBEDMENT'
SEE NOTE 1,
OYOTHERS. .. •• . •
SHEET 1.
SEE NOTE 1, '
SHEET •• .
ABN 27 KSI CONCRETE OR CMU
rROOUCT RBVIlBO
SIDE VIEW
FRONT VIEW mn P171 y whh 1Ae F1eNlm
FRONT VIEW OBTBIBynrPoena N4 'T - 1 .
mlwlm n•N .•,
INSTALLATION NOTES.
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO
Z) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR OISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A-0, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED
8) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAO OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3,
5) FOR MASONRY APPLICATIONS IN MIAMI.OADE COUNTY, USE ONLY MIAMI.OADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 114' S S. AGGREGATOR MASONRY ANCHORS.
QNY LYNNE
NO 58705 •• 7i /=
N?
LAN 1')&iR P.E.
FL P.E.0 58705
EOGE
DISTANCEFOR
MASONRY
THEOFFSETuvIS ANCHORS
RECOMMENDED FOR
FW FRAMED
WINOOWS, BUT MAY
ALSO BE USED FOR
OTHER FRAME TYPES.
MULLKIN
d
r6_L1CK$_T-_j TYP. ANCHOR
AND APER SUBSTRATE, R Y
ATTAOU.U?Nf SEE SEE TABLES to -lee
er OTHERS
SEE NOTE 1, N
1
SHEET 1. -
YN
m
I
N Jil
N 1 1 MAIN 2./KSI
T •
EDGE
COHCREIEORCMU I-- I -f DISTANCE. J1ISEESEETABLES
1 I EDGE DISTANCE 10.168
FOR MASONRY W Q —IANCIK)RS
OI O
SIDE VIEW Z M
ERHER THE Q
SrANBARO _j 0 g
4
OFFSET MULL ?
Clw MAY BE
IHsrALLIED BY
Fes•-
b 4
IWS IIElN00 J ZEE OO t
4 Q r
N
Tri. ANCHOR TYP ANCHOR
Tri. ANCH0IN PER SUBSTRATE. PER SUBSTMTE, JI
PER SUBSTRATE. SEE TABLES IP"M8 SEE TABLES 10.165
SEE TABLES 10.148 _ EOGERiNO _
I DISTANCE BUCKSTRw
SEE TABLES .r '
EMBEDMENT / SUCNSTISP IB•IBO T ATTACHMENT
BYOTHERS.
j_
ATTAGIMEM _
EMBEDMENT'
SEE NOTE 1,
OYOTHERS. .. •• . •
SHEET 1.
SEE NOTE 1, '
SHEET •• .
ABN 27 KSI CONCRETE OR CMU
rROOUCT RBVIlBO
SIDE VIEW
FRONT VIEW mn P171 y whh 1Ae F1eNlm
FRONT VIEW OBTBIBynrPoena N4 'T - 1 .
mlwlm n•N .•,
INSTALLATION NOTES.
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO
Z) 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 OISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A-0, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED
8) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAO OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3,
5) FOR MASONRY APPLICATIONS IN MIAMI.OADE COUNTY, USE ONLY MIAMI.OADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 114' S S. AGGREGATOR MASONRY ANCHORS.
QNY LYNNE
NO 58705 •• 7i /=
N?
LAN 1')&iR P.E.
FL P.E.0 58705
DETAIL E:
DETAIL C: -1 126 MN
MULLION TO MULLION 'IX g
MULLION DIRECTLY ATTACHED TO
INTERSECTION NOTES F
C C
MASONRY STRUCTURE
MULLION (U CLIP)
1) MAY BE INSTALLED w -TEE' OR -CROSS' 0
STANDARD CLIP SHOWN) INTERSECTIONS
kVAS U
2) MAY BE INSTALLED HORIZONTALLY
1 (SHOWN) OR VERTICALLY.
1 T W CQL3) SEE U-CLIP DRAWINGS, SHEETS 21.23 mEITNER7NEIPERSUBSTRATE.
HI("
d,
S1AROAR0 I 1 SEE TABLES 16.138
OFFSET MWII I I 1 FOR CORRESPONDING MULLION.
y 1 TOP VIEW Z u)
CLIP ANY BE I 1 EDGE 015TARCE MULLION Q 1-
INSTALLED BY 11 I FOR MA$pNRY J W
TNISMETHOO 11 VARIES Y 1 WANCHORS1J
1
I f12STEELSCREW3. = _
SELF•ORILLING OR PRE-0RILL 2 N
MULLION ARO USE SMSQ
co
EXTERIOR °
i•
MULLION p —1
EOGEOISTANCE '
1HE OffSET CII PIS ` 0 1— .
MASONRYRECOMMFNOEO FOR / `` Z v
F ANCHORS .. WWFIOOWS, BUT MAY
LWTERSECTION
Sg
Y
U CLIP F C
C
J r OTHER BE TYPES. EXTERIOR ¢ Z v
1 TYP.ANCHOR d Z Z Q O1
PER SUSSTMTE, C Z
SEE TAKES 15-135
V FO
TYP.AHCHOR SEE SHEETS FOR /n
PER SUBSTRATE, HOLE LOCATIONS Jf $ 8
SUCKSTRIP SEE TABLES 18.128
N
Arra FRONT VIEW EDGE
ATTACIUEM DISTANCE_ N W
SEE NOTE /. .
SEE TABLES (.
1 Z Q O OIBEOAIEM • • ' , •.. ' SHEET 1. - a Z 0EOGE
I 15SEE TAKES SIDE VIEW
i1 {(
6
MIN 2 7 KSI CONCRETE OR CMU MW 2.7 KSI CONCRETE OR CMU 10.138 a
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEEL STUD
STANDARD CLIP SHOWN)
INSTALLATION NOTES.
STRUCTURE
TYP. ANCHOR
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1
A ` / -
PERSUBSTRATE.
SEs TABLES 16 135
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
PRODUCT ILUVISBOtiSEESHEETS ® w1go1)InS 1,Ah ON VI.ddo
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE 21-23 FOR I ildl Cb&l ,••,.
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE HOLE Twe,l.,t No (fj
FOLLOWING SHEETS FOR DETAILS A-0, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.
LOCATIONS Dfm
RULUON
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAOOR FLATHEAD. lilm ode Plodua fun•ry
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET A
I '
11III
5) FOR MASONRY APPLICATIONS IN MIAMI.OADE COUNTY, USE ONLY MIAMI.OAOE COUNTY APPROVED _ OISTEANCE `` t ONY LYN&
ELCO ULTRACON OR ELCO 1/4' S S. AGGREGATOR MASONRY ANCHORS. FOR STEEL 3TUOS THINNER THAN SEC TABLES \
10EN •'!/!
FRONT VIEW 16 GA ANO COMPLIANT MY THE FL BUILDING IB-178 ` ~•••. \. sLc •.,•Fp%
COOL A 2X W000 BACKER MUST USEO
ATTACHMENT BY 07HERS N0 58705 •>
USE WOOD ANCHOR SPECSEXTERIOR SIDE VIEW il•
NOTES: • ' - 711
1) FOR 2X WOOD-BACKED STEEL STUDS. WOOD' o,n'.,• S) f'2 S; •.
r• 0 Tv
ANCHOR VALUES MAY BE USED ; CS •'•F<Ok1DA,,. •'•
2) SEE CORRESPONDING MULLION TABLES, ',• NnL CNG``
SHEETS 5.20, FOR OUANTITY OF SCREWS A"& NNNN t,AIL`I!E
FL P.E.A 56705
DETAIL F:
FIELD -MODIFIED MULLION CLIP
F -CLIP)
SEE OETAILS A.E.
SHEETS 2 ANO 3 FOR INSTALLATION
x TO SPECIFIC SUBSTRATES
0 O
0
SIDE VIEW
SHOWN WITH I' X "AW
MILLION
STANDARD MULLION CLIP
MODIFIED TO FR FIELD
CONDITIONS
iJ \
TV ANCHOR
PER SUBSTRATE.
SEE TABLES 16.145
INTO WOOD• STEEL. STANDARD CLP TO BE
ALUM. CMU OR MASONRY MODIFIED INFIELD
EXTERIOR
O
CODEOSIANCE — F
PER ANCHOR
NOTES FOR INSTALLATION OPTIONS F
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 2.11- X.125' MULLION.
2) SEE TABLES 113.198 FOR ANCHOR QUANTITIES AND SHEETS 21.29 FOR HOLE LOCATIONS
9) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION.
DETAIL G:
ANGLE MULLION CLIP
ANGLE CLIP)
TYP ANCHOR
APER SUBSTRATE.
SEE TABLES 19.118
I
DETAIL H:
SAY MULLION INSTALLATION
ANGLE CLIP)
70'OR IS'
11111 TTP. ANCHOR
1 PER SUBSTRATE,
I SEE TABLES 16B OR IfiB
1I
EXTERIOR
1I
2' %6' ANGLE CLP,
I
2 PER MULLION END, LUST BE
INSTALLEOINSIDE OF BAY MULL.
V INTOWOOD.
STEEL. ALUM
OR MASONRY
EXTERICR
NSLANCE ^ ®
EODE ptOa , •®' /
PRODUCT REVISED
NucamPlylnBwWllhellalld5
IrtR
4'` @ AcapuP1aT45 5,01
JEDGE O
Mate
fC
OISTANCE I16m1 44P P'O4UT1 CuR110
PERµGQ
11111111//j
NOTES FOR INSTALLATION OPTION G 6 H:
O`
Oti • • • • •., d7/
1crNgF •. X4;5Q`'
1) USE 2 ANGLE CLIPS PER MULLION ENO. CLIPS MUST BE INSERTED INSIDE OF MULLION. it ;
No 56705• tr
2) DETAIL G: SEE TABLES 10.140 FOR ANCHOR QUANTITIES AND SHEETS 21.27 FOR HOLE
LOCATIONS
n .•
3) DETAIL H: SEE TABLES 1513 OR 160 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE;n q %-
Z
LOCATIONS
mN
SS oNnL XA
A, LYNN F fkLE%R. P.E.
FL P.E.N 58705
REQUIRED INSPECTION SEQUENCE
EP#
BuILD1NG PERMIT
Min Max IIns action Description
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
in Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
REVISEID: June 2014
Address:
ELECTRICAL PERMIT
Min Max Inspection Description
Electric Underground
Footer / Slab Steel Bond
to Electric Rough
T.U.G.
Pre -Power Final
gcx7 Electric Final
MMECHANICAL PERMIT
Min Max Inspection Description
Min I1M[ax
Mechanical Roug
Mechanical Final
Gas Unde
Gas Roug
Gas Final