HomeMy WebLinkAbout19-20816 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 20816
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 20816 Address: 37614 AARALYN RD BLDG 3 #28
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: TOWNHOMES Lot(s): Block: Section:
Square Feet: Subdivision: EILAND PARK TOWNHOMES
Est.Value: Parcel Number: 03-26-21-0230-00000-0280
Improv. Cost: 10,950.00 OWNER INFORMATION
Date Issued: Name: CALHOUN, MAURICE
Total Fees: 142.50 22��� Address: 37614 AARALYN RD
Amount Paid: >CfZ`5a�"� 2' ZEPHYRHILLS FL 33542-3211
Date Paid: Phone: 813-810-3291
Work Desc: REPLACE S/S 8 WINDOWS
CONTRACTORS APPLICATION FEES
HOME PERFORMANCE ALLIANCE INC BUILDING FEE 142.50
Ins ections Required
F OTER 2ND ROUGH PLUMB MI C INSULATION CEILIRG
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first renspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe 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, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application. All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIG TURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
411
'
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: 14we (xi"ne e--
c /
Date Received: 2
Site:
Permit Type: bAlW O V
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
This co she t shall--be kept with the permit and/or plans.
Fg, -
Kalv itzer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received s 2 — �a 5 3 9- _
Phone Contact for Permitting
I I I I I I I I 1 1 1 1 1
Owner's Name 1�'� Owner Phone Number
Owner's Address 4 Owner Phone Number
Fee Simple Titleholder Name F Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS ((� I 0. LOT#
SUBDIVISION L f' PARCEL ID# 03 ,;[160 '1 Q 'Q '0
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE � SFR = COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK 0
1 FRAME
^' = STEEL
( =
DESCRIPTION OF WORK e UQ_� IQ J_ U'll Sim sw i 0 1 F'Po-,015-9 oaf,j
BUILDING SIZE SO FOOTAGE HEIGHT
BUILDING 1110,95
lO G G VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $ `J AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $ tr' 16 0 ` �� I
L
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS Q ROOFING 0 SPECIALTY = OTHER N V
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER X,%.
To COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N
Address 7�� �a !?S 500 S -Pe License# 171 D6
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItlllllllllllllllllllllllllllllllllll
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement Is required. WC upgrades over$7500)
•• Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C -Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
. '
NOTICE OF DEED : The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumesnaoponaib||ib/forcomp|ianoaxvithany
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired e contractor or '
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. if the
contractor is not licensed as required by |oxv both the owner and contractor may be cited fora misdemeanor violation
under state |oxv. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contnaotor, that may bman indication that he is not properly licensed and is not entitled bo permitting phvUogao in Pasco
County.
CONSTRUCTION LIEN LAW(Chapter 713, FUorida Statutes, assmmended): |f valuation of work io$2^5D0.O0or more, |
certify that |, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it0m the^oxvner" prior tocommencement.
- CONTRACTOR'S/OWNER'S AFFIDAVIT: | certify that all the information in this application is oocVrmta and
that all work will be done in compliance with all applicable |axvo regulating oonstrumtion, zoning and land
development. Application is hereby made to obtain a permit to do work and installation as indicated. | oertUy
that no work or installation has commenced prior to issuance of a permit and that all work will be performed to
meet standards of all |amm regulating construction, County and City codes, zoning regulations, and land
development regulations in the jurisdiction. i also certify that | understand that the regulations of other
government agencies may apply to the intended work, and that it is my responsibility to identify what actions
must take bobe|ncompliance.
If | am the AGENT FOR THE OWNER' | promise in good faith to inform the owner ofthe permitting conditions set forth in
this affidavit priorto commencing construction. | understand that separate permit may bm required for electrical mmrh,
p|umb|ng, mignm, vveUm, pon|e, air oondiUon|nQ, gma, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not ao authority bo violate, cancel, alter, or
set aside any provisions of the technical oodea, nor shall issuance of permit prevent the Building Official from thereafter
requiring a correction of errors in p|ans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not boexceed ninety /80> days and will demonstrate*
justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
OWNER OR AGENT CONTRACTOFN��Avlkl'_,__�
Subscribed and sworn to(or affirmed)before me this Subscribed and swo to(K affirmed)before e this
Who is/are personally known to me or has/have produced Who istarepersonalty known to me or has/have prbduced
as identification. —as identification.
Notary Public Notary Public
Commission No. Com��a�
Bland Park
TOWNHOMES ASSOCIATION,INC.
5844 Old Pasco Road,Suite 100•Wes ley Chapel,FL 33544
Telephone:813-994-1001 •Facsimile:813-994-2100
Toll Free:1-866-647-1714
January 15, 2019
Maurice L. Calhoun
37614 Aaralyn Road
Zephyrhills FL 33542
RE: ARC Approval-37614 Aaralyn Road
Dear Maurice L. Calhoun:
The Architectural changes submitted for:
remove and replace windows as well as grids
has been approved by the Architectural Control Committee.This approval is based on the aesthetics
of your proposed changes and this approval should not be taken as any cerdfication as to the
construction worthiness or structural integrity of the change you propose. You must follow all local
building codes and setback requirements when making this change. A,building permit may be
required. Please check with all county ordinances prior to commencement.
The Board reserves the right to make a final inspection of the change to make sure it matches the
request you submitted for approval. Please follow the plan you submitted or submit an additional
request form if the original plan is modified.
Cordially,
pa'lr" Daley
Patrick Dooley
Community Association Manager
as Agent for the Board of Directors for
Eiland Park Townhomes Association, Inc
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,jTATa:Or FLORIDA, COUNTY OF PAP—co
THIS IS TO CERTIFY THAT THE FOREGOING IS A
TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
WITNESS MY HAND AND OFFICIAL SEAL THIS
� .,`
—Z;E_._DAY OF 2 ®F)
PAULA S. O'NEIL,C M& O ROLLERBY PUTY CLERK
PERFORMANCE ALLIANCE,INC.
state certified General contracwr License a CGC1501=6& 7.
17RD 102nd Avenue,Srfrte SOD,St-Petersburg;FL 3371f5
� Y. office:(soo)472-54R9 P Fax(727)538-4217
• '' -:._.:': www.hpawindaws.com•Email:Help@HFAwindows.com
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CUSTOM tENdODEL)1!}G A€�REE(1/iE�ia
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Buger(s}Name(s). DateolCnstttact
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Buyers)Street Address,City,State and Zip Code
3"laal niaira�
. .Buyer(s)Main Phone: d
.. s)other Phone ". Buyer.fs)`Noik Phone' .. ... Buyers)ARernate Phone. . .
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to-321 f g 13-Zoz-ro�t43
Buyers)Email
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: . - . . Safes Rep .. .. . .. .. - . . .. . . -Sales Rep Phone . ..
c�us1sa n : *�z.S-s3 3— .3 S
General Description'of.Work:. Home erformartce Affiance, Inc. (HPA):will furnish and install. ' windows and
sliding glass,doors and_ _entry doors,which are further described in the Specification Sheet attached hereto as
Exhibit W and Initialed by the parties.HPA will remove and dispose ef.alf debris from job site.Price below includes building permits and
warranty.
The above work wiil-be completed in accordance with the terms,conditions;and specifications herein,with payment to be mad_a in accordance
with the following payment schedule'Q CASH CONTRACT Cl THIRD PARTY FINANCE CONTRACT " .
PROJECT PRSCE:. lei.gso
INMAL DOWN PAYMENT,
BALANCE DUE: lb,9oz>
ADDITIONAL DOWN PAYMENT DUE UPON DELIVERY OF MATERIALS'
.BALANCE DUE UPON SUBSTANTIAL COMPLETION:*
BALAti2 ARTY a� . .10,1o
ff � -
CET08EflNANCEDBYTtttRDP a s�a
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`BALANCE DUE UPON.INSTALLATION OF WINDOWS AND DOORS,NOT AFTER THE FINAL INSPECTION.
Customer understands and agrees there may be items to be finished after the final inspection,such as Plugs
&Trim Covers. ..
**On finance jobs,all finance terms are contained in separate paperwork between you and your finance company.HPA is nelther a broker ,
nor a fender.
Additional comments_
All work will be completed in a professfonal,;workmanlike manner.meeting orexceeding standard industry practices.Any alteration or,deviation
from the above scope of work inWving.extra costs will be set forth in a change order agreement between HPA and you.Unless otherwise
specified,all labor carries a one year limited workmanship warranty.'
Buyer's Right to Cancel:,This is,a home solicitation sale,and if you do not want the goods or services,you may cancel this agreement by
providing written notice to the seller in person,.by.telegram,or by mail.This notice must indicate that you do not want the goods or services_
and must be iieliuered or postmarked before midnight of the third business day after you sign this agreement.if you cancel this agreement
the seller may not keep all or part of any cash down payment.Notes-Telephonic communications"do not constitute valid notice of cancellation
under this contract.Saturday is a business.day for the purposes of this contract -
I HAVE READ AND UNDERSTAND ALL PAGES OF THIS CONTRACT AND ALL DOCUMENTS REFERENCED HEREIN.I ACCEPTTHIS CONTRACT AS OF
THE DATE WRITTEN ABOVE AND I HAVE BEEN ORALLY INFORMED OF MY RIGHT TO CANCEL THIS TRANSACTION.
Respectfully submitted,. .
HOME PERFORMANCE'ALttANCE,INC:
t�aslr. :.t ¢nson r! lt7�3 ��
. . Print Name - Date .
BUYER(S)
rt�
e Signature Date
WVSignature Date
YOU,THE BUYER,MAY,CANCEL.THIS SACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE
DATE OF THIS TRANSACTION.SEE THE ACCOMPANYING NOTICE OF CANCELLATIONFORM FOR AN EXPLANATION OF THIS RIGHT.
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Page 3 0 13
sent toFrd ay December' 2 1 208 Notes:: losaeixl
Measure:
in Progress tnVCde!►Required
CAS/Design hressur in'PSE:. AS(8.64). ,Wind VANAY in'MPH 138 . .:: -S12643:
Applicant: Maurice Calhoun Frarrte Type . �. IAGL..
Appivarn 1�i1.. . Exterior Siding
Door . . '
Co-Applicant
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ear Built 2007 .
CoApp aat PhwWEmOit._ tk3).810.3291:. ' Beicking Req
Contract.Date.. 12/13/2®18' .. Color.. '.
Home 3A N Aaralyn Re! Grids - yes
AAddress Zephyrhills, 33542. Frosted
Coerrt� Pasco
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Sales Rep JdshuaJenson Non-trnpastW.
PhoneWuMber. (425)5839635 Windo*Shields
Email Address ydsh rjensort198flf�groaiLodrit •: Shields
upervisoi•: : :. Bob'.Gracety' :. Cet�st laii! t !tre w,re'
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Last Revision Date:0918
Page i of13'
12/29/2018 Florida Building Code Online
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Product Approval Menu>ProduR or Application Search>eeplication List>Application Detail
. �.-.- FL.# FL15780-R8
Application Type Revision
Code Version 2017 "
'Application Status. Approved
Comments
Archived
Product Manufacturer Soft-Lite LLC
Address/Phone/Email 10.250 Philipp Parkway.
Streetsboro,.OH 44241
P g n oft-6te.com ALL.WpR►
(330) 528
Lana @s COp C 8MALL.cp
P
Vivian Wright- ArrO �►►LDI�(� PRE/ r pioa
'Authorized Signature, c'�9t5�1 ArL 1
roWITH,
ri @ CODE,ckw ritibldgconsultants. rriE Cr LEC. rC CODE ..
®RDINAMC6 OFZEP�pyRH14,
Tec hnical Representative �-
Address/Phone/Email *I/ic
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Quality Assurance Representative p
Address/Phone/Email " °,VS'L� �Nx
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���iN��JCL •
Category,. Windows.
Subcategory Double Hung
Compliance Method, " Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional.Engineer
Report e-Evaluation Repo. Hardcopy Received
Florida Engineer or Arch itect.Name.who developed the Lyndon F. Schmidt,P.E.
Evaluation Report.
Florida License- PE-43409
Quality Assurance Entity Farabaugh Engineering and Testing,Inc
Quality Assurance Contract Expiration Date- 12/31/2019 .
-
Validated By Ryan King; P.E.
• .Validation Checklist-Hardcopy Received"
Certificate of Independence FL15780 R8.COi Certiflcate.of Indeoendehce.j&-
Referenced Standard,and Year(of Standard) Standard . " : Year
AAMA/WDMA/CSA101/I.S.2/A440 2008.
'AAMA/WDMA/CSATOl/I,5.2/A440 2011 ..
AAMA/WDMA/CSA101/I.S.2/A440 2005 '-
AS
TM TM E1886 . - 2005
ASTM E1996 2006
ASTM E1996 2009
-TAS 201,.202,203 1994
: . Equivalence of Product Standards
Certified-By
Sections from the Code
https://wiwrw.floridabuilding.org/pr/pr app_dti.asox?param= GEVXQwtDgt3e1SAInEOW69PiCnocELk3nHVFWLJoQah8YcpuWDiUg%3d"/o3d 1/3
„
12/29/2018 Florida Building Code Online
Product Approval Method. Method 1 Option D
Date Submitted 06/11/2018
Date Validated- 06/13/2018 .
.Date Pending.FBC Approval 06/18/2018
Date Approved 09/15/2018
Date Revised 11/21/2018
Summary of Products
FL# Model,Number or Name Description..
15780.1. a.:"Imperial.LS DH12.”Double Hung Extruded PVC Double Hung Window-(X/X Configuration).
Window
Limits of Use: Installation Instructions
Approved for use in.HVHZ: No.. FL15780 R8 II (a)_Inst'15780:1,pdfd
Approved.for use.outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.,E.43409'
Impact Resistant: No Created by Independent Third Party:,Yes
Design Pressure:N/A. Evaluation Reports
Other:See INST 15780.1.for Design Pressure Ratings,any, FL15780 R8 AE (a)Eval 15780,1.pd�...
additional use limitations, installation instructions and product Created by Independent Third Party:Yes
particulars.
15780.2 b. "5400,DH54(G5405)"Double Extruded-PVC Double Hung_Window-(X/X Configuration)
Hung Window
Limits of Use Installation Instructions
Approved for.use in.HVHZ: No. FL15780 R8 II (a)_Inst 15780.2.pd
Approved for use outside HVHZ:Yes Verified'By: Lyndon F.Schmidt, P.E.43409.
Impact.Resistant: No Created by Independent Third Party:Yes
Design Pressure: N/A.- Evaluation Reports
Other:•See INST 15780.2 for Design Pressure Ratings,any. FE15780 R8 AE (a)_Eval.15780.2.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars. .
15780.3 c;:"5400,DH54(G5405)".Double Extr6ded.PVC Double Hung Window-.(X/X Configuration)
Hung Window
Limits of Use : Installation Instructions
Approved for use in HVHZ:Yes. FL15780- R8.II ( �nst 15780.3.pdf
Approved for use out. HVHZ:Yes Verified By: Lyndon F.Schmidt;P.E.43409
Im act Resistant:Yes' Created b Inde endentThird P_. . Y .. P. Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See.INST 15780.3 for Design Pressure Ratings,any. . FL15780. R8 AE b-)•Eval_15780.3.12df
additional use limitations,installation instructions and product Created-by IndependentThii-d Party:.Yes
particulars. '. . .
15780.4 d."5300.DH53 (135305)".Double Extruded PVC CDouble Hung Window=.(X/X Configuration)
Hung Window .
Limits of Use Installation Instructions
Approved foruse in HVHZ: No.. . FL15780.R8 II (a)Inst 15780.4.pdf
Approved for use outside HVHZ:Yes -Verified By: Lyndon F.Schmidt,P.E.43409
:Impact Resistant:,No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15780.4'for Design Pressure Ratings,any. FL15780 R8 AEALEval 15780.4.p f
additional use limitations,installation.instructions and product: Created'by Independent Third Party:Yes
particulars.
15780.5 e: "5300.DH53(G5305)"Double Extruded PVC Double Hung Window,-(X%X Configuration)
Hung Window
Limits of Use Installation Instructions
Approved for use.in HVHZ: No FL15780 R8 -II (a)Inst 15780.5.p
Approved for use outside HVHZ:Yes. . Verified By: Lyndon F.Schmidt, RE:43409
Impact Resistant:.Yes ` Created by,Independent Third Party:Yes-
Design Pressure: N/A Evaluation Reports
Other:See INST 15780.5 for Design Pressure Ratings,any FL15780 R8 AE (b) Eval 15780:5:pdf
additional use limitations, installation instructions and product Created by Independent Third Party:-Yes
particulars.
15780.6 7Seriies'.'Barcelona"Model"DH30I" Extruded-PVC Double Hung"Impact"Window, Missile Level"C
(X/X Configuration)
-Limits of Use Installation Instructions
Approved for use.in HVHZ: No FLIS780 R8 II (�_Inst-15780.6:p
https://www.floridabuilding.org/pr/pr app_dtl:aspx?param=wGEVXQwtDgt3elSAInEOW6yPiCnocELk3hHvFWLJoQah8YCpuwDiUg%3d%3d 2/3
12/29/2018 Florida Building Code Online
Approved for use outside HVHZ:Yes Verified By.:,Lyndon F.Schmidt,RE,.43409
Impact;Resistant:Yes Created,by Independent Third Party:Yes
Design Pressure:N/A. Evaluation Reports '
Other:See INST 15780.6 for Design-Pressure Ratings,any FL15780' R8 AE (p) Eval 15780,6.pdf. .
additional u_se limitations,installation instructions and product Created by Independent Third Party;Yes -
particulars.
15780.7 g.Series"Barcelona"-Models"DH30I" Extruded PVC Double Hung"Impact"Window, Missile Level"D"
&"DH30PI" (X/X Configuration)
Limits of Use. Installation Instructions.
Approved for use in HVHZ: No.. " FL1b780 R8 II (a)Inst15780:7.pdf-
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 15780J for Design Pressure Ratings,any FLIS-780- R8 AE (b)'Eval 15780J.pdf. .
additional use limitations,installation instructions and product Created-by.Independent Third Party!Yes
.particulars.
15780.8 h:Series-"Barcelona"'Models"DH30I" Extruded PVC Double Hung"Impact".Window, High Velocity
&11DH30PI" Hurricane Zone-(X/X Configuration)
Limits of Use Installation Instructions
Approved for use in.HVHZ:Yes. FL15780 R8 II (a)_Inst'15780,8.pdf
AppOoved.for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 .
Impact Resistant:Yes Create -by Independent Third Party:Yes
Design Pressure: N/A .• � . Evaluation Reports -
Other:See INST 15780.8 for Design Pressure-Ratings,any . FL15780 R8 AE (p) Eval 15780.8.pdf
additional use limitations,installation instructions and product Created by.Independent Third Party:Yes
Pa
15780.9 i.Series"Barcelona"Models"DH30" Extruded;PVC Double Hung'".Non-Impact"Window- (X/X
&':DH30P" Configuration),.
Limits of Use - Installation Instructions "
Approved for.use in.HVHZ: No FL15780 R8 11 (li)Inst 15780.9.(Ldf
Approved.for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.48409
Impact Resistant: No Created by Independent Third'Party:'Yes
Design Pressure: N/A. Evaluation Reports
Other:See INST 15780.9 for Design Pressure Ratings,any, PL15780 R8 AE (p)Eval 15780.9.pdf ;.
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
• - .. lac}:;, Next : _ . .
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:-850-487-1824 - .-
-. The State of Florida is an AA/EEO employer.go fight 2007-2013 State of Florida.::Rdyd v'Statement::Accessibility_Statement::Refund Statement
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mall to this entity.Instead,contact.the office by phone or by.traditional mail.If you:have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
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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-
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Product Approval Accepts:.
Credit Card
Safe :. . .
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1. This product has been evoluated'and is in compliance with the 6th Edition(2017J Florida " ; "" a m
Building Code(FBC)structural requirements excluding the"High Velocity Hurricane '
�. Zone"(HVHZ): X" X m
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2. Product,anchors shall be as fisted and spaced as shown on details.Anchor embedment
to base material shall be beyond wall dressing or stucco:
3." .When used in areas requiring.wind bome debris protection,this product a required to be. v,
protected with an impact.resistant covering that complies with FBC Sections 1609.1.2& w z
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G4. For 2x stud framing construction,anchoring of.these units shall be the same as that
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DESIGN RRESSURE(PSFI.' o
" . 5: Site conditions that deviate from the details of this drawing require further -`MODEL; FRAME• `,D.LQ.`° _.
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ti engineering analysis by a licensed engineer or registered architect.: DIMENSION DIMENSION; TYPF "• 'POSfiIbE 'NEGATIVE- m
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1. Typical.elegations,design pressures and,general notes
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2. Horizontal cross sections
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6 Bill of materials and glazing detail DnAxDm nD,
n "DH30P" 54.0"X 76.0" .462F x 33.125", Gl', +30c0 •30.0. FL-15780.9 0.
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PART OR ASSEMBLY: BUILDING CONSULTANTS,.INC. - -
o in 1 6 11 18ADDED"FRAME SIZE JK P.O.'Box 230, Valrlao, FL 33595
I°' v NO DATE. BY HORIZONTAL
OSS SECTION Phone-Nd.. 813.659.9197
.REVISIONS O S - FBPE CA No.,9813 . .
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SOFT'—LITE WINDOWS Lyndon F. Schmidt' ���� •�IX+!D►••'�j
II.z t0 P.E. No. 43409
w �` IpNAI.IfG ���
_ P Z + m BUILDING CONSULTANTS. INC.
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Do OR ASSEMBLY!x 1 61111118 DED FRAME SIZE JK d li P.O. Box 230,Valrloo, FL 33595
hy v NO -DATE ' - BY VERTICAL. Phone,No.: 813.659.9197 -
-REVISIONS CROSS SECTIONS FBPE C.A. No.,9813
'®201 7 R.W.9UILGING CGNGULTANIe INC.
FOR WIDTHS GREATER THAN " V;• %AO In
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CONCRETE'ANCHOR NOTES:. . . •.
1.Concrete anchor locations at the Comers may be adjusted to maintain,the mina'
edge decince,to mortarjoints.
g "Z Concrete anchorlocations noted os;MAX:ON CENTER"must be adjusted to o
maintain the min.edge distance to mortorjoints,additional concrete anchors, :
may be required to ensure the'MAX.ON CENTER"dimension are not exceeded.
'g. 3.Concrete anchor table:
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WOOD SCREW INSTALLATION NOTES: n�xwc rro:
"I.Maintain a minimum 5/8"edge distance;1"end distance,&i"o.c.spacing of —
wood screws to preverit the spli Ping of wood: FL t 578D.9 n
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SOFT-UiE WINDOWS Lyndon F. Schmidt 9�•'(.� ��`
IO I. to P.E. No. 43409
- PART OR ASSEMBLY: BUILDING CONSULTANTSI, INO. ,
O 1/1 1 8 11 18.ADDED FRAME SIZE JK P.O. Box 230, VaIrloo, FL 33595
01 v NO DATE BY COMPONENTS Poona No.: 813.659.9197'
R I IONS
FHPE CA,No. 9813.
0 2017 R.W.BUILDING CONSULTANtO IND. - ..
BILL OF MATERIALS `%:
MATERIAL . . . . A, .�'"•.. O '
4
A IX BUCK SG>=.0.42 WOOD �
B' 2X BUCK SG>=0.42. -WOOD: =U:.
C' 1%4"MAX.SHIM SPACE _ 'N: z
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D 1/4"X 2-3/4'PFH ELCO OR ITW:CONCRETE SCREW STEEL - �� �. .z N
MASONRY-3.000 PSI MIN.CONCRETE CONFORMING TO ACI 4�� •••' �:`` >>° m
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE i�, ��:: a ^i
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F #8 X Z'PP.H SMS(1-3/8"MIN.EMBEDMENT)' STEEL N•:'
G 1/4"X 2-3/4"HWH.ELCO OR RW CONCRETE SCREW- STEEL. �O = Z o Z v
H 1/4"X 2-1/4':HWH ELCO OR ITW CONCRETE SCREW STEEL �' e u 7 , 9 .o a
1 FRAME.' . PVC .. m m m d`o.T
2. . HEAD*. . PVC 5 z'
3 WEEP HOLE COVER' PVC E
4 . SILL ADAPTER' PVC o �a
5 TOP LIFT HANDLE* PVC
6 KEEPER RAIL" PVC
7 LOCK RAIL* PVC
8" PLAIN STILE* PVC a �
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9 . GLAZING BEAD' PVC
10' BOTTOM LIFT.RAIL* PVC 3z
11 REINFORCEMENT(6065-T5 ALUM) ALUM.12 REINFORCEMENT(6065 T5 ALUM) S/8"GLASS BITE l/2"WIDE DBL SIDED GLAZING TAPE wo�
ALUM.
13 ' REINFORCEMENT(6065-T5 ALUM) ` ALUM. i/8"THICK o m
1/8"ANNEALED OR.TEMPERED GLASS "� o
14 HEAD POCKET INSERT* PVC ol. .
ry 15 . SLOPED INSERT*, PVC,
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16 SLOPED SILL' PVC a °
20. LOCK'. _ �m
21 LOCK KEEPER'. -
-25 TILT LATCH -
26 #8 X 1"PFH TEK• STEEL AIR SPACE
27 #6 X 1"PFH TEK : STEEL
28 WEATHERSTRIP.(187-270 TRI-FIN) _ 1/8"ANNEALED OR TEMPERED GLASS
29 BULB SEAL _ STEEL INTERCEPT SPACER W o
30' BULB SEAL Gl 'GIAiING DETAIL LnLn
0 31 . PIVOT BAR STEEL 1tl
32 #7 X 3/4"PFH TEK STEEL
33 BALANCER BRACKET -
:THE APPROVED,WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY o i
$ EXTRUDERS UCENSEES IN AAMA CERTIFICATIONS PROGRAMS F_OR RIGID PVC EXTRUSIONS".'
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$2/2€/2016 Florida Building Code Online
BCIS.Home I Log In" j User Registration t Hot Topics Submit Surcharge I Stabs fk Facts I Publications I Contact Us I BCIS Site Map I 'links I Search, j
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roval Menu>Product:or Application Search->Application List>Application Detail
fy FL# FL16026-R2
Application Type Revision
Code Version 2017
Application Status ; Approved
Comments
Archived
Product Manufacturer Soft-Cite LLC
Address/Phone/Email-- 10250 Philipp Parkway.
Streetsboro,.OH 44241
(330)528-1136:
PLangan@soft-iite.com
Authorized Signature. Vivian Wright
ik_ rc w@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality.Assurance Representative
Add ress/Phone/Email-
Category Windows
Subcategory, : _. Mullions
Compliance Method. Evaluation Report from a Florida Registered Architect or a-Licensed Florida
Professional Engineer
Report .dcopy Re ed
Evaluation -Har Received
Florida Engineer or Architect Name who developed the Lyndon F. S.chmidt, RE:,
Evaluation'Report -
Florida License PE-43409
Quality Assurance Entity. - Farabaugh Engineering and Testing,Inc
Quality Assurance Contract.Expiration Date 12/31/2019
Validated By Ryan]:K•ing,,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL16026 R2 CO! (a)Certificate-of'Independence.pdf
"
I
'Referenced SEandard.and Year(of Standard) " "
Standard ear.•
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Sections from the-Code
Product Approval Method-' Method 1 Option D
https:://wwW.floridabuildirig.org/pr/pr_tipp_dtl.tispx?param=wGEVXQwtDgtFPmdYiNDWr65rLx4klYK7stid4ul cguPeuW7M5Wb6rg%3d%3d 1/2
2/28/2018 Florida.Building Code Online
Date Submitted 07/20/2017
Date Validated 07/31/2017
Date Pending,FBG Approval 08/04/2,017
Date Approved " 10/10/2017
Summary of Products
Model;Number or Name a Description
i.626.1 a.Series 19044 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and
Mullion .. non-impact window products in Masonry or Wood Openings
Limits of Use Installation Instructions
Approved for use in,HVHZ: No FL16026 R2 II (b)Inst 16026.1.pdf
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 16026.1 for Design Pressure Ratings,,any FL16026 R2 'AE (b) Eval 160261.pdf
additional use limitations;installation instructions and product " Created by Independent Third Party:Yes
particulars.
16026.2 b. Series 19044 Structural Beam. Extruded Aluminum Clipped Mullion for use with impact and
Mullion . non-impact window products In Masonry or Wood Openings
Limits.of Use Installation.Instructions
Approved for use In.HVHZ:Yes' FL16026 R2 II (b) Inst 16026.2.p�d
Approved for use outside HVHZ:Yes Verified Byi Lyndon F.Schmidt,P.E.'43409
Impact Resistant:.Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports '
Other:-See INST 16026.2 for Design Pressure Ratings;any FL16026 R2 AE (b) Eval 16026.2,pdf _
additional use limitations, installation instructions and product -Created by'IndependentThird Party:.Yes
particulars.
Next ,
. . - . .
- - - •• - Contact Us::"2601 Blair Stone Road,-Tallahassee FL 32399 Phone:650-487-1824
The State of Florida is an AA/EEO employer.Copylight 2007-2013 State of Florida.:: vary Statement'::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a publlc-records request,do not send electronic
mall.to this entity.Instead;contact the offite by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'•Pursuarit to Section 455.27S(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 avallable.to the public.To determine If you are a licensee under Chapter 455,F.S.,please click hgtL. -
_Product Approval Accepts: :,
. . ®ISM
-Credit.Card
Sae •
hfps://wWw.floridabuilding.cirg/Pr/pr app_dtl.aspx?param=wGEVXQWtDgtFPmdYiND.Wr65rL-c4klYK7stid4blcguPeuW7M5Wb6rg°/a3d%3d " 2/2
09. 12S'MAX.OVERALL FRAME WIDTH(TWIN) ��;�,� •.d am'1"MUIuON = �i:;pl-d. oftlite : r 62°MAX.5INGLE
T��ry oil UN1.i 7.dV Y Y� UNIT FRAME WIDTH
62"MAX.SINGLE' �
6 FT2AME WIDTH -
.. ilY�•• .Gj` tlm,
ilYL50Ph�ppParkwoy Briit tYt�CftlgTLt�r to'li&.' rif,'''4•...,.p• l`t;�`�� a} .
Streetsboro,Ohio44241fill,
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19044.ALUMINUM MULLION _ 1 E p=
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'6 GENERAL NOTES 2.
i .
s -1..:This product has been evaluated and is In'compGonce>vith the 6th:Edition(2017)Florida,
Bu lding-Code(FBC)strucfurat regr>uements,excluding the"High Velocity Hurficane Zone'_
c 3 < wt
m 2: :When used in areas req'uiring'Wind bome debris protection;,this,product(if mulled together with 2 a
impact rated windows)does not require protection from an impact resistant covering when. SASH NOT ( o: o E u?
SHOWN rn n
'a used In Wind Zones 1,2 and 3ps defined by ASTME.1996 and FBC Sections 1609.1.2.2& MULLED-TWIN.WINDOW UNITS SHOWN
R301.2.1.2.1. FIJR:CIARITY (Mulilples also approved)' a a
3. to Wind Zone 4,as defined by ASTM E.1996 and FBC Sections 1609.1.2 2&R301.2.12.1,this m
product must be protected with an impact resistant covering complying with FIlC Sections
o 1609.1.2:&R301.2.1.2.: IJR F,sFl;
GNPRESS
FRAMIWIDTH
4. Wood bucks b'others must e a - o 0
y t b nchored properly to transfer[odds the structure and.be . . - ''
•.,�: '.'. 36"': ;38"`;. 40" : .42.:. :Q4"' . MAilMstAGB=tlNfi,bO^' 't52",'�,54M?.,
reviewed by the Binding Official. .. . sm:. . '50 48 . 46 44 . 42 A0' 39. .38 .37. 36 35 ...35 34 34
Separate product approvals for each glazing product used with these mulnons must be: BB: 52 5O; 01
48 : q6 44 :42 41 : 40 39 88 37 36 36 35 0
submitted along with this mullion product approval.The design pressure rating of the assembly e6 '. S5. 53 _ .50, 48'. 46 .45 43 42. 41. 40' 39 38 3Z 37 o
shall be the lesser of the load capacity of the mullion as specified using this approval or the'.
design pressure rating of the Individual glazing products used. z :`ed°. ; 58 55. 53 5] 49 47 45 44' .43' "42 41: 4O 39' 34 a a
$ 6: .Anchoringof each Icmn 82" 62 59 56 ' 54'. 52 51' 49 .48 46 45 _ 44 43- 42 .d2 a Z
glazing product to the mullion be shown in this drawing or as shown - 1N, K'n..
. . in each individual giazing product opprova6.wNchever b more stringent:. : o . BO" 65 62. 54 . bl. 55 54: 52 . 51 49. . 48 47 46 4b 45 w
re" : 69. '66 63 V . 59 57 ' "55 54 52 51 50 50 49 48 N h
0 7. .Mullion anchor embedment to base material shall be beyondwall dressing or stucco. . . �''
z6'._ 73. 70 67', : 65 ' 63: . 61. 59 '58 :56 .55 : .54 53 52 - 52
5 8.' Any conditions not covered In this evaluation are subject to seporote.engineering evaluation.. . 74": 75 75 71 - 69 d7 65'' 63 .b2 60. 54 5$ 5T 56 56 m� i oJt 6/12.
`7Y:. savF N.T.S.
TABLE OF CONTENtS. :75: 75 75' 74 72 70 68 66 65: d3 62 62 61: 60
SHEET# DESCRIPTION owo.sr: JK.. m
€ -�.io^ .• 75 75 J5' 75 75 75 73 71. 70 b4 67' . 66 65. 65.
m 1 . Typical etevatlons,design pressures&general notes. ax.6Y: LFS 3
:,:;wstt 75 75 T5 . .75 75 75 '75 : 75 74: 74 73' 72 71: 70 uw�wec rro.: m
N, 2 Mullion details&cross sections: F L-16026,i H
75 • 75 75 75 75 75 75 75 75- 75 75 75'
i Shown with Soft-Ute .` �Q e�
foxed casement frame under
" separate approval.' #10X5/8"P.PHSMS. 2�; . . L: R. .
(4 each bracket) ^Ve,�; * ��O
0.
fps `(V i N•? Z ��C �W
"O 2.
S \[lt5`1 O Ol
. 1 : -
CO
1.436" 0.125', QL o'm o
z
0 5" o " a a . m c°s of
V.
0.722 OIL
IQ-0.112T
a Lj X z'
�.Em K m°
ul
..: a a
�.�Z
y 1„ ��
`^ �I HORIZONTAL CROSS SECTION o' d
o ci. 2 ®anchor chp
MUWON 19044 (4)Mulfion Bracket anchors z
6063-T5 ALUM." required into substrate. of y
9. f 275" Refer to separate window approval for quantity,location a AN SCHEDULE)(Se ANCHOR
a
t:size of anchors required to fasten window frame to mullion. ' W
$' At a'minimum,use#10 PPH Self-drilling SMS located 6"from ? m
ANCHOR BRACKET 18102 each end and spaced 19 max o.c.(a min.of 3 threads w o c,,
2 6063 TS ALUM o
must protrude through the mullion face): a j
o
j O
0
. . . . . . . El
El
a: Nate: o
WINDOW UNIT NOT a x�
o MULLION,(19044) SHOWN FOR CLARITY
N N
Ln
: . 2 HORIZONTAL CROSS SECTION w E o
. #10 X 5/B"PPH SMS. 2 through mullion
e m _ ANCHOR BRACKET(18102) u—,
�•
.'•MDILOPtAHCHORBBAGKE_filhCHO_RJC♦tEBUIE%-,,,�`:`.:•;'a :'-.'"` » t
"CENIER=7rJ�CENTER ^
, �SUBSIBAIE:', iANCHOR:.�� - );FMBEDMEHI:;:r?�;�iEDGEDISTANCE;, p5
. .•S. - . . i,..,,,:Y::_- ,'Y;°.}.:.c;...n:�..?,.F'.;`'�" ', r.: .::..•.;,:_ 'r�}SPACING!�.av omlW d
•" R12PFHWOODSCREW "� Q
1-1/2"MIN.' '1"MIN. 1-1/2'MIN. ^
i
SUBSTRATE (4)Anchors required into substrate 1/4•DIA PFH a"z" as
a ®-- (See ANCHOR.SCHEDULE) °GOACREIEii ITWBUILDEXTAPCON® � 1-1/4"MM. � 2-1/2'MIN. 1-3/4'MM.
c DATE 10 16.12 n
3 ANCHOR BRACKErDERIL. , " �:. N.T.S.
€ :;;>:.; 4J?12-14HWHHILTIKWOC•FLD(® 'AMM OF3THREADS DWG.ar: JK m
#10X5/8"PPHSMS 2 r-STEEIt�% SELF-DRILUNGSCREW SHALL PROTRUDE7FIXOUGH I"MIN. _1-1/2'MIN.
(2 FACH FACEJ .',i•?sr:;;;t Imo THESIEe.SUBSTRATE aDt ac LFS 3
' - _ _ _ WOOD FRAMING G.r OSS) .. . . DRAwwD No.:
BRACKET-TO-MULLION DETAIL ' ' CONCRETE CONFORMING TO AC1301(3,000 PSI MN.)OR HOLLOW BLOCK CONFORMING TO ASTM C90 .FL—16026.1-
'STEEL CONFORMING TO ASTM A653,'.16 GA.,0.060"MIN.THICKNESS(Py=33,OOD PSI,Fv=45,000 PSq N
l7 - SHEET 2:OF 2