HomeMy WebLinkAbout16-17617 �� • CITY OF ZEPHYRHILLS
~ � " � 5335-8TH STREET
(813)780-0020 17617 ',
BUILDING PERNiIT �'�
PERMIT INFORMATION LOCATION INFORMATION
Permit f�umber: 17617 Address: 5343 6TH ST
I Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Propos�d Use: COMMERCIAL Lot(s): Block: • Section:
Squa�e Feet: Subdivision: CITY OF ZEPHYRHILLS
Es1:. Value: Parcel Number: 11-26-21-0010-12300-0012
Improv. Cost: 2,110.00 OWNER INFORMATION
Date Issued: 7/29/2016 Name: GREEN TEAM COMMERCIAL SELLING S
Total Fees: 75.00 Address: 5343 6TH ST
Amount Paid: 75.00 ZEPHYRHILLS, FL. 33542
Da#e Paid: 7/29/2016 Phone: 813-404-2083
Work Desc: REPLACE 5 WINDOWS S/S
i CONTRACTOR S APPLICATION FEES
� LIPTON WINDOW & DOOR BUILDING FEE 75.00
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' Ins ections Re uired
FOOTER � 2ND ROUGH PLUMB MISC INSULATION CEILING
'I FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH E�ECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
, DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRU;CTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local �overnment shall impose a fee of four times the amount of the fee imposed for the initial inspection or
� first reinspection,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.
"War�ing 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.
I NO OCCUPANCY BEFORE C.O.
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T T SIGNATURE PERMIT OFFI R
I RMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
- CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATaER
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Sectior� A�,Descr,iption crf 1Nc�rk to bePe'rf�rmed:
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.i Customer agrees ta the terms cif payrrient.asfoltows:
� Section,B-Additranat�W.ork
No additgor�ai.work wrill b�pe,rf,orm�d.uniess specifed he�e. Total l.ist Price:{�li abrive} $ �;, �,�"`
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� Additional Work(Sectian B} $ '
' Permik& Disposal Fee $�$220.00
! Total:amoun# $ �
j Cusfom Orde� �eposit,50°fa ..$� L?'Df�. 1°
; Balartce ici kie paid to Installer an�ampletion `$.�rl,/(1.• `�`��
Any balancs bver 10 days wi!!be subject fa a finance charge c�f
9— 1 %%permonth, wl�ich Is an annual pet�entage rafe of�8%
jy0"[1�E�'O CUS'fOMER—CANC�,Fl.LATION RIGHTS
Yt3U MAY CANCEL TF-iiS CONTRAC.T AT ANY TiME BE�ORE MIDNIGMT OF THE ?"H�RD BUSiNESS DAY A'FTER,i_.,�,�w�;
RE�EiVING�A CCtPY C7F T.HtS CONTRACT. 1F Yt�l1 VttISH TO GANC�L TH1S CC�1`+ITRA,CT,YOC! NfUST ElTME#�:�
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Section B-AdditionatWork Custamer agrees to the terms of payment as fcillowst
No additional work wiil be performed unless specifieci here. Total List PriCe(all above) $ � �'/, c,�"`
Additional Work (Section B) �
Per;mit& Disposa4 Pee $�$224:Q0
� Total-amount $�����
Custom O�rder'Deposit 5d°/a $ /����j� '°
Balance to be paid:to insfallerori compietion $�L��`�
Any ba/ance over 9D days wil!be subject to a�n�nce cliarge of
1—1 '/z%permontti, which is an annual percenfage rafe of 18°fo
N4TiCE T0"CUSTOMER�—CANCELLATiON RI�MTS
Y(OU N1AY•CANCEI.THIS CONTRACT AT�1NY TIME BEFORE�MIDNIGHT°.OF THE THIRD BUSINESS DAYAFTER
RECEIVING•A COPY OF THIS �ONTRAGT..IF YOU WISH.TO CARlCEL THiS CONTRACT;YQU.IM.UST EITHER:"
,.,.,,,...-�....S�t�L� ��!G!��� ANt) d;�'i'Ep WRfTTEN N�p_TIGE OF CANCELLATION BY REG�ISTERED U.Ft CERTI�IED
MAIL, RETUFtN RECEIPT REQUESTEp; "OR
2. PERS4NALLY:Q.ELlVER:A SI.GNED "A.ND"DATED WRITTEN NOTICE f�F CANCELLATION T0:
LipEon Windaw and Door
343 Oour,las Rd Suite#1
��Idsmar, FL.. 34677
If you cancel this contracE within the three-ciay period as stated above,you are entitled to a fulf refund of your deposit
money.. Refunds will be made within ten �10) business day.sof the company's receipt of the cance{lation notice.
Additional Terms:The Company plans to provide labor and rriateriais to complete.the a6ov.e work for the amount shown,AND IN
ACCORDANGE WITH.AND�SUBJECT Tfl THE.ADDITIONAL TERMS, CONDITIONS AND EXCLU.SIONS ON THE O.THEft SIDE
O�THIS CONTFtACT;wfiich are iricorporated in fuli:herein. NC7TICE'I'O OWNER: D� not s�gn t}iis contract if hlarik.Ynt��re
entitled°to a co' �of tlie ntra at the ' e you si'gn.
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Sale's..epresentative .Date Qwner � Date
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`- - White Copy-Or+ginal YeHaw Copy=Custome.r Pink Co -O�ce
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_, 613-780.0020 City of Zephyrhills Permit Application
° �ti, � Building Departrnent � [I �[-�
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Date Received � � , phone Contact for Pertnitting —
' 1 � � � � 1 1 1 1 1 1 1 1
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Owners Name q t' Owner Phone Number i
Owners Address y�� �' Owner Phone Numher
, Fee Simple TiUeholder Name Owner Phone Number
I
, Fee Simple Titleholder Address
' JOBADDRESS T LOT# �
� SUBDIVISION PARCEL ID# �
' (OBTAINED FROM PROPERTY T N0710E)
WORK PROPOSED NEW CONsiti ADD/AlT � SIGN Q � DEMOLISH
i, e INSTALL B REPAIR
PROPOSED USE Q SFR Q COMM 0 OTHER
TYPE OF CONSTRUC110N Q BLOCK Q FRAME 0 STEEL Q
DESCRIPTION OF WORK �
BUILDING SIZE SQ FOOTAGE HEIGHT � L !
OBUILDING $ `� /). J b VALUATION OF TOTAL CONSTRUCTION .�f�l ��
oC V ��
I QELECTRICAL $ AMP SERVICE � PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $ /` �� � � � �
�s/�
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION v �J � ��y-�,��
����� �
OGAS Q ROOFING Q SPECIALTY � OTHER �'
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FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO L1 ���v
BUILDER O COMPANY
SIGNATURE � REGISTERED / cu En Y/N
Addre � ' License#
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ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/N FEE CURRET Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRFJ� Y/N
Add ress License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address License#
OTHER COMPANY
� SIGNATURE ttE�Is7ertE0 Y/ N FEE CURREt� Y/N
Address License#
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1
� 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 su6mittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Pertnit for subdivisionsAarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set af Energy Fortns.R-O-W Pertnit for new constniction. �
Minimum ten(10)working days after submittai date. Required onsite,Conshuction Plans,Startnwater Plans w/Silt Fence installed,
I Sanitary Facilities&1 dumpster Site Work Pertnit for all new projecls.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW consWction.
. . .
Directions:
Fill out application completely.
I Owner&ConVacror sign back of application,notarized
If over$2500,a Notice oT Commencement is required. (A/C upgrades over$7500)
" Agent(for the contractor)or Power of Attomey(for the owner)would 6e someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (capy of contract required) '
Reroofs'rfshingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter'rf on public roadways..needs ROW
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NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
j applicable deed restrictions.
� UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a 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 law, both the owner and contractor may be cited for a misdemeanor violation
under state law. 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
� contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
i County
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
; use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
� receiving a"certificate of occupancy"or finai power release. If the project does not involve a certificate of occupancy or
i final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County WateNSewer Impact
; fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, 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 it to the"owner'prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
' will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
, ; hereby made to obtain a permit to do work and installation as indicated. I certify 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 laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
� certify that I understand that the regulations of other govemment agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigabie Waterways.
I - Department of Health & Rehabilitative Services/Environmental Health Unit-Welis, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
, - Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fili:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating voiume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill materiai is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, 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 as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of 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 to exceed ninety(90)days and will demonstrate
� justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
i WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYIMG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COM CEMENT. '
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed an b�wom to(or affirmed)before me this $ybsscri ed d by to� i d)bedoQ me this
� C..
Who is/are personally known to me or haslhave produced Whojs are ersonally 1 own to me or has/have produced
as identification. i�����1`42,✓5 [i C�.:+I,�aS-identification.
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I Notary Public L�-l.l J� Notary Public
Commission No. Com s" n No. �������,
' :'�1 �.='�.Commission#FF 150422
Name of Notary typed,printed or stamped Name of Notary type �;n ' r��pires December 12,2018
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�''.F�oF�Q.P�� Bonded Thru Troy Fein Insurenea 800-385•7019
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BUILDING PLAN REVIEW COMIV�NTS � �
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Contractor/Homeowner:
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Date Received: ��� -�,� ,
site: ��7`�� � ��' �'7�
Permit Type: v �1! ��� � (CC.0 S`
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comxnents: ❑
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' This commen et hal k t with the ermit and/or lans.
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D,�te Contractor and/or Homeowner I
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LETTER OF AUTHORIZATION
, I, Timothy Lipton, Florida State Qualifier for Lipton Window and Door grant permission to
Permits Today LLC and its associates Deborah Lawson and Joel Lawson to submit permits and
� �licenses,pick up permits and licenses, make changes to permits, licenses and plans and initial
changes made by the building department on behalf of Lipton Window and Door.
I also grant permission to Permits Today LLC and its associates Deborah Lawson and Joel �
Lawson to purchase permits and or/licenses with a company check, cash or a credit card.
�This authorization is valid through September 30, 2016.
I certify that the above information is true and correct.
�
i
� imothy Lipton
�Florida State Qualifier
CBC 1258461
'Lipton Window and Door
County of QQ�(�
Sworn and subscribed to me this�_day of �'r�� 2016 by Timothy Lipton for
Lipton Window and Door and who is_�personally known to me or has produced a valid
Drivers License.
�Notary Signature ���_ :�e!"� JAME8 KEVIN HOWELL ;
Name (Print) J /��/r� ,Stp�!'� . Mv coiunusstoN��s�ayoo
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ex�aes�e s�,ao�9
No� Me�O�u ea,,,
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Lipton Window and Door
� 343 Douglas Rd E.,Suite#1 ♦ Oldsmar,Fl.34677
; Phone: (813)475-5406 ♦ Fax: (813)435-5380
iwwwliptonwd.com �
� CBC 1258461 '
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Fp�Q�tJ(���?�ml�ltq( BCIS Home � Log In � User Regis[ra[ion M1� Hot Topfcs � Submit Surcharge � Stats&Facts j Puhlicatians � FBC Staff � BCIS Site Map � LJnks ( Search �;
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Professibnal ��;`"' P�°d"``aP°�°"�'
USER:Public User
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Product Approval Menu>Product or Aoalfca[ion Search>Applicatfon List�Appliwtion DeWil
E-"'"�'"'� -
�?'�,� �':" Fl# - FEZ7134-it1
•��-��"�"�
Applicatian Type A�rmation
Code Version Z014
Rpplication Status Approved
, Comments
Archived �
Product Manufacturer Vi Win Tech
Address/Phone/Email 2400 Irvin Cobb Drive
Paducah,KY 42d03
(270)538-4431
swhseler@viwintech.com
Authorized Signature Steven Wheeler
swheeler@v(wintech.co m
i
7echnical Represantative Steve Wheeler
AddressJPhaneJEmait 2404 Irvin Cobh Dr
Paducah,KY 42003
{270)538-4431 �
swheeler@viwintech.com
Quality Assurance Representative Ronnie WIlliams
AddressJFhoneJEmai[ 2400 Irvin Cobb Dr ,
Paducah,KY 42003
(270)538-4437
rwilEiams@uiwintech.com
Categoty Windows
Subcategory Sirtgie Hung
Compliance Method Cartification Mark or vsting
�
CertificaCion Agency National Accreditation&ManagemenC InstituCe
Validated By Nationai Accreditation&Management Institute
Referenced Standard and Year(af Standard) Sta,�dard Year
AAMAjWDMA/CSA 101/I.S.2/A440 2005
AAMA/WDMA/CSA 101/I.S.2/A440 2011
� Equivalence of Product Standards I
Certified By �Iorida Licensed Professionai Enginee�ar Architect
FL17134 RS Equiv EER 2317 #2evQ ss.odf
U T a�rm Chat there are no changes in the new Florida Building
�i � Code which affect my product(s)and my product{s)are in
� camptiaoce with the new Florida Buiiding Code.
�
i Documentation from approved Evaluation or Validation Entity �Yes C�No C}NJA
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FL17134 R1 COC FL17134COMP.Ddf
Product Approval Method Method 1 Option A
� Date Submitted 06/30/2015
! Date Validated 06/30/2015
I Date Pending FBC Approval
� Date Approved 07/09/2015
I Summar of Products
i
FL# Model,Number or Name Description
17134.1 SL 2100 Single Hung PVC SL 2100 Single Hung non-impact w/Reinforced Meeting&
Bottom Rails 52x75
Limits of Use Certification Agency Certificate
Approved for use in HVH2:No FL17134 Ri C CAC NI012019.Ol.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/30/2018
Design Pressure:+35/-35 Installation Instructions
Other: FL17134 Ri II VWT0001 RevO ss.odf
Verified By: Robert].Amoruso,P.E.PE-49752
Created by IndependentThird Party:Yes
Evaluation Reports
FL17134 R1 AE PER2317 RevO ss odf
Created by IndependentThird Party:Yes
17134.2 SL 2100 Single Hung PVC SL 2100 Single Hung non-impact w/Reinforced Meeting Rails,
Bottom Rail&Stiles 52x75
, Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17134 R1 C CAC NI012019 02 odf �
Approved for use outside HVHZ;Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/30/2018
I Design Pressure:+40/-40 Installation Instructions
Other: FL17134 Ri II VWT0001 RevO ss odf
VeriFed By: Robert J.Amoruso,P.E.PE-49752
Created by Independent Third Party:Yes
Evaluation Reports
FL17134 R1 AE PER2317 RevO ss odf
Created by Independent Third Party:Yes
17134.3 SL 2100 Single Hung PVC SL 2100 Single Hung non-impact w/Reinforced Meeting Rails
40x75
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17134 Rl C CAC NI012019.03 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/30/2018
� Design Pressure:+35/-35 Installation Instructions
Other: FL17134 Rl II VWT0001 RevO ss odf
Verified By: Robert].Amoruso,P.E.PE-49752
Created by Independent Third Party:Yes
, Evaluation Reports.
I FL17134 R1 AE PER2317 RevO ss�df
Created by Independent Third Party:Yes
17134.4 SL 2100 Single Hung PVC SL 2100 Single Hung non-impact w/Reinforced Meeting Rails
I &Bottom Rail 40x75
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17134 R1 C CAC NI012019 04 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/30/2018
Design Pressure:+40/-45 Installation Instructions
Other: FL17134 Rl II VWT0001 RevO ss odf �
Verified By: Robert J.Amoruso, P.E.PE-49752
Created by IndependentThird Party:Yes
; Evaluation Reports
FL17134 R1 AE PER2317 RevO ss�df
Created by Independent Third Party:Yes
` T713_4.5 SL 2100 Single Hung PVC. SL 2100 Single Hung.non-impact w/Reinforced Meeting Rails,
Bottom Rail&Stiles 40X75
� Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17134 R1 C CAC NI012019.05 odf
� Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/30/2018
Installation Instructions
�
�
,
I � � . . ,
Design Pressure:+50/-50 , FL17134 Ri II VWT0001 RevO ss.odf
Other: Verified By: Robert].Amoruso,P.E.PE-49752
� Created by Independent Third Party:Yes� ,
Evaluation Reports
FL17134 R1 AE PER2317 RevO ss.odf
Created by IndependentThird ParLy:Yes
17134.6 SL 2100 Single Hung PVC SL 2100 Single Hung non-impact w/Reinforced Meeting Rails
36x75
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17134 Rl C CAC NIO1Z019.06.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/30/2018
Design Pressure:+40/-45 Installation Instructions
Other: FL17134 Ri II VWT0001 RevO ss.odf
Verified By: Robert].Amoruso,P.E.PE-49752
Created by Independent Third Party:Yes
Evaluation Reports
FL17134 R1 AE PER2317 RevO ss.odf
Created by Independent Third Party:Yes
17134.7 SL 2100 Single Hung PVC SL 2100 Single Hung non-impact w/Reinforced Meeting Rails
&Bottom Rail 36x75 ,
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17134 RS C CAC NI012019.07.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
- Impact Resistant:No ` 04/30/2018
Design Pressure:+45/-50 InsWllation Instructions
Other: FL17134 Rl II VWT0001 RevO ss.odf
Verified By: Robert].Amoruso,P.E.PE-49752
Created by Independent Third Party:Yes �
Evaluation Reports
� FL17134 R1 AE PER2317 RevO ss.odf
Created by IndependentThird Party:Yes
' 17134.8 SL 2100 Single Hung�PVC SL 2100 Single Hung non-impact w/Reinforced Meeting Rails, �
� Bottom Rail&Stiles 36x75
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17134 R1 C CAC NI012019.08.odf �
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date ,
Impact Resistant:No 04/30/2018
Design Pressure:+50/-70 Installation Instructions
Other: FL17134 Rl II VWT0001 RevO ss.odf
Verified By: Robert J.Amoruso,P.E.PE-49752 �
Created by IndependentThird Party:Yes
Evaluation Reports
FL17134 R1 AE PER2317 RevO ss.odf ,
Created by Independent Third Party:Yes
17134.9 SL 2100 Single Hung PVC SL 2100 Single Hung non-impact w/Reinforced Meeting Rails
36x84
� Limits of Use Certifcation Agency Certificate
Approved for use in HVHZ:No FL17134 Rl C CAC NI012019.09.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/30/2018
Design Pressure:+25/-25 Instailation Instructions
Other: FL17134 Rl II VWT0001 RevO ss.odf
Verified By: RobertJ.Amoruso, P.E.PE-49752
Created by Independent Third Party:Yes
- Evaluation Reports
FL17134 R1 AE PERZ317 RevO ss.odf
Created by Independent Third Party:Yes
17134 10 SL 2100 Single Hung PVC SL 2100 Single Hung non-impact w/Reinforced Meeting Rails
&Bottom Rail 36x84
Limits of Use Certification Agency Gertificate i
Approved for use in HVHZ:No FL17134 Rl C CAC NI012019.10.odf
� A roved for use outside HVHZ:Yes
i pp Quality Assurance Contract Expiration Date �
; Impact Resistant:No 04/30/2018
j Design Pressure:+30/-35 Installation Instructions �
Other: FL17134 Ri II VWT0001 RevO ss.odf
Verified By: Robert J.Amoruso,P.E.PE-49752
Created by Independent Third Party:Yes
I Evaluation Reports
FL17134 R1 AE PER2317 RevO ss.odf
I Created by Independent Third Party:Yes
� 17134.11 SL 2100 Single Hung PVC SL 2100 Single Hung non-impact w/Reinforced Meeting Rails,
� Bottom Rail&Stiles 36x84
�
I
i
Vi�VinTech WINDI�WS & Dt�C1RS �
�
0
�n a
SL210Q SINGLE �IUNG tiVINDtJW � �
�
�ENE�+�Na,��: INSTALLATYON ANCHORAGE DETAILS °
Z �
1 TNIS PR6DUCT HAS BHEN TES7ED,EVALUATED AND dESiGNED TO THE QESIGN PRESSURE{S}STATED �NSTALLATION NOTES: , w �
HEREIN IN CQMPLIANCE WITH THE LATEST EDITION OF THE FLORIDA BUILDING COpE•BUIL DING AND '
RESIDENTIAL VOLUMES,PERFORMANCE STANDARD9 USED IN TESTING;AAMANJDMAlCSA 1. PRODUCT ANCHpRS SHALL BE AS pESIGNATED AND LOCATED AS SHOWN IN THIS PRODUCT EVALUATION ppCUMEN7 ANCHOR � o
1011LS2tA440-05 AND AAMAtWDMAlCSA tOtfl.521AA40-?1. EMBEDMENT AND EOGE DISTANCE EXCLtfDE WALL F.INISHES,INCI.URlNG BU7 NaT LIMITE6 To STUCCO,FOAM,BRtCK VENEER ANo a
SIDItdG.
2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON 31GNED AND SEALED TEST REPORT ?
NOd7113.02-501-47 AND ASSOCIATED LABORATORY DRAWINGS 6Y ARCHITECTURAI 7ESTING,INC. 2. SEE INSTACLATIONANCHOR SCHEqULE ON SHEET 2 FQR TYPE AND GRADE QF ANCHOR,AND/OR MANUFACTURER'S ANCHOR a
SPECIFICATIONS,INGLUDING MlNIMUM NOMINAL SIZE,MINIMUM EMBEDMENT INTO SllBSTRATE AND MINIMUM EDGE D3S7ANCES. y
3.THlS PRODUCI EVAlUAT30N DdCUMENT 1S N4T FOR USE!N TNE HIGH VE�4GtiY HURRIGANE ZdNE 2,1, Ep�E DISTANCES SHAIL BE MEASURED FROM GENTERLINE OF ANCHOFt Td EDGE OF STRUCTURAC SUBSTRATE EITHER TO THE Z
(HVHZ). IN7ERIOR dR EXTERIOR OF THE FENESTRATION PRODUCT. � � o 0
22. MINIMUM EMBEDMENT SHALL BE BASED pN PENETRATION IN70 MAIN W�ND FORCE RESISTING SYSTEM SUBSTRATE.
A.ADEQUACY OF 7HE EXISTtNG STRUCTURA�CONCRETE t MAS4NRY AND 2X FR4MlNG FRAMING Z � � LL
SUBSTRATES AS A tv]AIN WINd FORCE RESISTtFlG SYSTEM GAPABLE OF WITHSTANDlNG AND 3, SEE SHEETS 5 THROUGH 8 FOR SPEGIFIC ANCNOR INSTALLATION DETAILS. ti ��� o
TRANSFERRING APPLIED PRODUCT LOADS TO THE F4UNDATION IS THE RESPONSIBILITY OF THE 3w � � N
LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHIT6CT ACTING AS THE DESIGN q.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANGHOR LOCATION SHOWN. m
PRQFESSIONAL OP RECORD FOR THE PROJECT OF(NSTAILATION. p �� �
5.ARiGHOft 4UANT1'flE5 ANO SPAGING!EMBEDMENF AHD EDGE DlSTANCE O�m��
5.1X AND 2X BUCKS(WHEN USED)SHALL BE pESIGNED AND ANGHORED TO PROPERLY TRANSPER ALL 5.L THE NUMBBR OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END DISTANCE(ED)AND THE MAXIMUM ON CENTER(O.C.) � �
LOADS TO THE STRUCTURE. BUGK DESIGN AND INSTALLATION IS THE RESPONSI6ILITY OF THE SPACING PLACEMENT OF ANCHORS IN ACCORDANCE WITH ELEVATIONS ON SHEETS 3 AND 4. z o N zw �� �
LICENSED PR4FESSIONAL ENGINEER OR REGlSTERED ARCHITBGT ACTING AS THE DESIGN 52. END DISTANCES AN6 Q.C.SPACINGS LESS TNAN THA7 SHOWN IN THE ELffVATIONS ON SHEETS 3 AND 4 ARE ACCEP7ABLE. ¢m�'a� � z
PRC7FESSIONA�OF RECORD FOR THE PROJ6CT QF INSTALIA,TIC}N. 5,3. FOF2 WINDi7W SIZES SMACLER TNAN TH6SE SHOWN,ANCHOR QUANTITIES CAN BE REDUCED WHILE MA(NTA1NiNG EDGE DISTANGE �67��Z � �
AND 0.0.SPACIMG REQUIREMENTS. O V �z o �
6.WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST, 5.4. ANCHOR QUANTITIES AND SPACINGS SHOWN ARE BA5ED ON THE LOWER OF ANCHpR SPACING USED IN TESTING OR REQUIRED Z?�z0 � �
THlS PRODUCT REQUIRES OPENING PROTEGTION IN ACCORDANCE WITH CURRENT EDITION OF THE BY LOADING AT DESIGN PRESSURE. ���v�g ��
F3.ORIDA BUIl.DING GODE-BU2L DING AND RESlDENTIAI.VOLUMES USING AN APPROVED IMPACT 5.5. SEE EMBEDMENT AND EOGE DISTANCE DESCftlPTiON 4N SHEET 2, a o�Qa �
Pi20TECTION DEVICE. v a ryf- g�
6. MAXIMUM ALLOWABLE SHIM THICKNE55 IS 1/41NCH. SHIM WHERE SPACE OF 1/16 INCH OR GREA7ER OCCURS.SHIM(S)SHALL BE c N NZ gLL�
7 SITE CONDI710NS NOT COVEREp IN THIS PRODUCT EVALUATION DOCUMENTARE SUBJECT TO CONSTRUCTED OF WOOD COMPOSITE,HIGH LIENSITY PLASTIC OR SIMILAR l.OAD BEARING MATERIAL ; �
•ADDlTIONA�ENGINEEft1R'G ANAI.YStS BY A l.ICENSED PR6FE5510NAL ENGINEER OR REGISTEl2ED �� [��
ARCNITECT AS RE�UIR80 BY THE AUTNdRiTY HAVING dURISDtCT10N. 7. FOR CdNCRETE BLOCK APPLtCATIONS DO NOT 1NSTALL INS7ALLATION ANCHORS INTO MORTAR JOINTS. � #�
O ���
8.WINDOW FRAME MATERIAL.VINYL(PVC). 8. INSTAI.LATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WI7H ANCHOR MANUFACTURER'S INSTALI.ATION INSTRUCTIONS AND .� g&��
ANCHORS SHACL NOT BE USEQ IN SUBSTRATES WITH STRENGTHS�ESS THAN T}iE MIN(MUM STRENGTH SPECIP(ED IN THE � � $ �
9.GViSS MEETS THE REQUIREMENTS OF ASTM E1300-09a. lNS7ALLA7IONANCHOR SCNEDUtE ON SHEET 2.
10. DESIGNATIONS"X"9TANDS FOR OPERABLE LITElSASH AND"O"STANDS FOR FIXED LITE. � � � �
11. THESE bRAWINGS CERTIFY ThtE WINDDW INSTACtATION ONIY WATER PROOFING dF TFiE
INSTALLED WINDOW IS NOT PAR7 OF THIS INSTALLATION CERTIFICATION.THAT RESPONSIBILITY
SHALL BE THAT OF THE MANUFAC7URER ANDlOR THE INSTALI.ER.
PERFORMANCE RATlNG—DE5t6N PRESSURE(DP)(psfj
TABLE OF CONTENTs Frame Size(in) Glazing Detail Glazing Description Reinforcement DP(psf)
SHEET SHEET DESCRIPTION Fixed Nleeting Rait and Cack Rai) +/-30
1 GENERAL NOTES,INS7ALLATION NOTES,7ABLE OF CONTENTS Detai�A and C 3&"O.A,:1/8"Annealed x'/x" RobeAJ.Amaruso,P.E.
52x75 Sheet 9 5pacer x 1/8"Annealed Fixed Meeting Rail,Lock Rail and Bottom Rait +/-35 Flarida P.E.No.49752
2 ANCHOR SCHEDULE-EMBEDMENT AND EDGE L115TANCE Fixed Meeting Raii,lock Rait,Bottom Rail and Stifes +/-4Q DigicaUy signed by
3 FIN FRAME ELEVATION WI7H ANCHORING LAYOU7 s�� , Robert J.Amoruso,
Detail B and D � a•A.:3/32"Annealed x Fixed Meeting Rait and Cock ftail +/-35 p E
4 THROUGH-FRAME ELEVATIQN WITH ANCHORING LAYOUT 40x75 9/16"5pacer x 3/23" Fixed Meeting Rail,Lock RBiI and Bottom Rail +40/-45 DN:cn=Ra6ert1.
5 VERTICAL SECTIONS 1 FiN PRAME INSTALLATION Sheet 9 Anneated Fixed Meeking Raii,lock Rafl,Battom Raii and Stiles 'Fl�SO .60�Q.t���EEN��p�� Amoruso,P.E.,
.s- o=PTCProduct
%"O.A.:3/32"Annealed x Fixed Meetin Rait and Lock Raii +40-45 " •4T52 '�=
6 HORIZONTAL SECTIONS/FIN FRAME INSTALLATION DOtail B 8nd D g J �� �� ,:Design Group,LLC,
36x75 9/16"5pacer x 3/23" Fixed Meeting Rail,Lock Rail and Bottom Rail +45/-50 vu'�`"sr.E aF ru�,�<ou=FL P.E.No.
7 YERTICALSECTIONS/THROUGH-FRAMEINSTAI.LATION Sheet9 ;°••� �•=w-�44752,fBPfiCert,of
A�nealed Fixed Meetirtg Ra3I,Catk Rail,Bottom Rail end Stiles +SOI-70 '',`�s'sfoNAtE�a,�`'' Antfi.No.25935,
S HOR¢pNTAt SEC7IONS 1THROUGH-FRAME INSTALIATION Fixed Meeting Rail 3nd Lock ROiI +/-25 ' email=robert@ptc-
9 GLAZING DETAILS Detail A and C %"O.A,:1/8"Annealed x h" corp.com,c=US
S6x84 Fixed Meeting Rail,Lotk Rail and 6ottom Reil +30/-35 Date:zot4.o7.za
Shest 9 Spacer x 1j8"Annealed
10 ���� BICL OF MATERiAC$— - ' - - - - - 'Fixed�Meetillg Rail,GO[�t Rail;�Bottom-RBif-and-Sti�ES-—+�f 7Q—— — - ��— t73i53-44'00' - —
INSTALLATION ANCHOR SCHEDULE m
MIN.SPACING
ELEVATION AND MANUFACTURER AND/OR MIN.EMBEDMENT MIN.EDGE (IN)Bk�1NEEN ANCHOR CAPACITIES q o
INSTALLATION TYPE SECTION VIEWS FASTENER HEAD TYPE FASTENER SIZE SUBSTRATE SPECIFICATION (IN) DISTANCE(IN) FRAME BASED ON `t
ANCHORS �
O
CONCREfE ITW TAPCONS(1) 1-1/2 1-1/8 3 MIN.2000 P51 Z
$
CONCRETE V �
HEX HEAD 3/16" STRENGTH � �
MASONRY ITW TAPCONS(1) 1 z 3 CONFORMANCETO
(BLOCK/CMU) ASTM C-90,MEDIUM a
THROUGH-FRAME ANSI B18.6.1 (WOODSCREW)(2) WEIGHT ?
SHEEfS 4,7 AND 8 WOOD WITH A a
ANCHOR GRADE2 EQUIVALENT
PAN HEAD No.10 WOOD 1-1/4 3/4 3/4 MINIMUM SPECIFIC
ASME B18.6.4(TAPPING SCREW)(2) GRAVIiY OF 0.42. V p o 0
GRADE2EQUIVALENT ^ LL
3 THREADS BEYOND 18 GA.STEEL STUD
F ^�� N
33 KSI STEELSTUD ASME 818.6.4(TAPPING SCREW) INTERIOR FACE OF ASTM A653 �
PANHEAD No.10 5/16 1/2 3� � o w
(18 GA.IN.) GRADE 2 EQUIVALENT SUPPORINT MIN.FfU=45 KSI � O� 3 �
SUBS A N, =33 SI O w Zw
ANSI 818.6.1(WOOD SCREW)(3) �>m r$�f
WOODWITHA o�o�� o vi
NAILING FIN ANCHOR SHEET53,5 AND 6 PAN HEAD No.SO WOOD GRADE2 EQUIVALENT 1-3/16 5/16 13/16 MINIMUM SPECIFIC ¢m��w m a ~
ASME B18.6,4(TAPPING SCREW)(3) �m x� �� Z
GRAVITYOF0.42. �O�u,o � � �
GRADE 2 EQUIVALENT p c�_�w o �
NOTES: z m v z W N �@�
1jWHENITWTAPCONSAREUSEDFORCONCREfE/MASONRYINSTALLATION,THEYSHALLBETHEADVANCEDTHREADFORMTECHNOLOGYNPE. 3000w ���
2)FORWOODSCREWINSTALLATIONINTOWOODSUBSTRATE;IFSPLITTINGISACONCERN,DRILL0.090"PILOTHOLE(DRILLSIZE43).FORTAPPINGSCREWINSTALLATIONINTOWOODSUBSTRATE;IFSPLITTINGISACONCERN,DRILL0.121"PILOT �N°'n'iio qq
3)FORWOODORTAPPINGSCREWINSTAUATIONINTOWOODSUBSTRATE;IFSPLITTINGISACONCERN,DRILL0.082"PILOTHOLE(DRILLSIZE45). � �_ ��LL�
� � p
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2 �� ¢
2X WOOD FRAMING. SEE ¢ � �8 �
ANCHOR SCHEDULE ON EDGE EDGE � � � �
EMBEDMENT SHEEf 2 FOR DISTANCE DISTANCE SUBSTRATE VARIES. SEE � � � �
REQUIREMENTS. ANCHOR SCHEDULE ON
SHEET 2 FOR
� REQUIREMENTS.
EDGE DISTANCE
• , EMBEDMENT
EDGE DISTANCE �
� Roheh J.Amoruso,P.E.
aFloride P.E.No.48752
INSTALLATION ANCHOR. SEE ANCHOR � Digitallystgnedby
SCHEDULE ON SHEET 2 FOR Robertl.Amoruso,
REQUIREMENTS INCLUDING SIZE, NPE,
INSTALLATION ANCHOR. SEE P•E•
EMBEDMENT AND EDGE DISTANCE. ANCHOR SCHEDULE ON SHEET 2 , DN:cn=Robertl.
FOR REQUIREMENTS INCLUDING :'e'��'•`���'"8e°��,-, o=P7CProduct
SIZE, NPE, EMBEDMENT AND =�: � �s�sz ••
a EDGE DISTANCE. _ �� `.,�,._Destgn Group,LLC,
a ;s:, s e oF ,i�;ou=fLP.E.No.
EMBEDMENT AND EDGE DISTANCE EMBEDMENT AND EDGE DISTANCE =°Fs�<.aq,oPo='�.- 49�Sz,FBPECert.of
s/ONA�,E;o°° Auth.No.25435,
- NAILING F1N FRAME 1NSTALLATION THROUGH-FRAME INSTALLATION ' email=robert@ptc-
corp.com,c=US
Date:2014.07.28
--- — � - - - _ _ __ 1732:08=04'00'__
m
MAX. FRAME WIDTH m
SEE TABLE THIS SHEEi � o
Fin Freme Anchor Table
HF�iD SPACING Neq'dMinlmum Req'dMlnlmumAnchor5padng
SEE TABLE THIS SHEET Frameslze pnchor4uantiry An�ors adn In �
�WxH)(In) pelnforcement DP(psf) AnchorEnd
O
Head/5111 Jamb Distance�ln) Heed/5111 lemb Z o
2° 2o r
Z•' 5 flxed Meeting and Lock Rail +/-30 5 9 2 12 87/8 � �
Flxed Meeting,Lock and � � �
52x75 BottomRall f/-35 6 10 2 95/8 77/8 a '
� � � � � , Flxed Meetln&Lo<k& �
� � +/-40 6 11 2 9 5/8 71/8
Bottom Rall&Stlles
Flxed Meeting and Lock Rall +/-35 4 9 2 12 87/8
• j • � �75 Fized Meeting,Lock and ��� 4 11 2 12 71/8 0 0
= Bottom Rall - � o
� o
Fized Meeting,Lock& � O1�� O
_� Bottom Rail&Stlles +�'S0 5 ]2 2 9 61/2 O �i �
� MAX. FIXED LITE D.L.O. WIDTH � oN FlzedMeetingandLockRail +ao/-as n io z ios/a »/a 3g�, o �
SEE TABLE THIS SHEE7 J FlxedMeeting,lockend � ppZ$ �
rn +as/-so a u z io s/a �i/e � �
O= 36x75 Bottom Rall O z�-+—
B � � �F"' Flxed Meating,Lock& +50/•70 5 16 2 8 43/4 ��m 5 2
J J BottomRail&Stiles ��o(7U vi
ZONZZ > H
6 W� Flxed Meetingand Lock Rall +/-25 4 7 2 305/8 133/8 �m py=_ �� „Z
X �i O`'� � � � �
• • �W Fized Meeting,Lock and V �—
F W I— N 36z84 BottomRall. +30/-35 4 9 2 105/8 SO O Z��3 �
C7� _ � Flxed MeeHng,Lock& Z�j�p ���
W c�� � +so/ao s ia z s a3/4 3_p
_� Z Bottom Rall&Stlles u o Q o F- ��
U U7 • / • w��.�; �p
�� a F DaylightOpening(In) �N J J ����
w In Frame Size Sash Fized Ilte � u1 u1
�Q �m • • (WxH)(in) > � 13 �
Wldth Hetght Wldth Helght
Q (�
�W �W j v 57x75 43 3/16 337/B 461/4 333/4 Z ����
� �
• • � �� 4mc75 34 3/16 337/8 341/2 333/4 LL � �
�W � � �a��
2 N 36x75 30 3/16 337/8 301/2 333/4
� � �� 36x84 30 3/16 33 3/8 301/2 38�/4
J�
�
x� ANCHOR TABLE USAGE:
� � � �Q 1. BASED ON FRAME SIZE AND DESIGN PRESSURE(DP),ENTER ANCHOR TABLE TO
� DETERMINE MINIMUM ANCHOR QUANTITIES AND ANCHOR SPACING.
w 2. FRAME SIZES SMALLER THAN THOSE 5HOWN IN THE ANCHOR TABLE SHALL USE THE NEXT
MAX. SASH D.L.O. WIDTH �vwi LARGEST SIZE.
� SEE TABLE THIS SHEEf � � 3. FOR WINDOWS SMALLER THAN THAT SHOWN,ANCHOR QUANTITY CAN BE REDUCED AS
� LONG AS MINIMUM ANCHOR SPACING IS MAINTAINED. RobeA.l.Amoruso,P.E
4. DESIGN PRESSURE(DP)FUNCTION OF FRAME SIZE AND REINFORCEMENT Florida P.E.No.49752
5. APPLICABLE GLAZING DETAIL VARIES WITH FRAME SIZE.SEE GLAZ/NG REOUIREMENTS Dlgitally signed by
• • TABLE ON SHEET 9. Robertl.Amoruso,
• • • • • •
P.E.
DAYLIGHT OPENING TABLE USAGE: DN:cn=Robert 1.
�jpNFB�"
2�� 1. DAYLIGHT OPENING BASED ON FRAME SIZE. ;oe'�Q%��GeHae°9os; o=PTC Product
2. FRAME SIZES SMALLER THAN THOSE SHOWN IN THE DAYLIGHT OPENING TABLE SHALL
2�� SILL SPACING 2�� USE THE NEXT LARGEST SIZE. :9�j ��"1Sz ''_Des(gn Group,LLC,
SEE TABLE THIS SHEET UN- �;ou=FLP.E.No.
SL 2100 SINGLE HUNG WINDOW FIN ��...ST�E�����
'F;F�Op1o�.?.• 49752.FBPECert.af
q y�•......... Gp
���•s/ONA�1E�:�•` Auth.No.25935,
, ' ' email=robert@ptc-
� DENOTES FIN FRAME Da e:2o14.07.28
-- ANCHOR—LOCATION — --- ----_ - - n:3z:zs-oa�oo� - ---
MAX. FRAME WIDTH m
SEE TABLE THIS SHEET "fhrou h-FrameAnrhora e7able
FremeSize Req'dMinlmum Re 'dMinimumAnchor5 adn �
HEAD SPACING (WzH�(In) Reinforcement OP(ps� MchorQuanti AnchorEnd Anchor5 acln In � a
SEE TABLE THIS SHEET Head/5111 lemb oistance In Head/Sill lamb � °
FlxedMeetingandLockRall +/-30 5 6 21/2 113/4 14 v
AFlxed Meeting,Wck and z
1 SD�75 +/-35 5 6 21/2 113/4 14 F �
zy" 2+�" 7 2r�" Bottom Rall �
L V
Flxed Meeting,Lock&
Bottom Rail&Stiles +�"40 5 6 21/2 113/4 14 W
�
� o
FlxedMeetingandLockRall +/-35 4 6 21/2 115/8 14 a
4�75 Flxed Meeting,Lock and ��45 4 6 21/2 115/B 14
Bottom Rall �
� Flxed Meetln&Lock& +/-50 4 6 21/2 115/8 14
� Bottom Rall&Stlles F.,
_� Flxed Meeting and Lock Rafl +40/-45 4 6 21/2 103/8 14 � � � �
MAX. FIXED LITE D.L.O. WIDTH = } O1�� o
O v� Fixed Meetin&Lock and g a �
SEE TABLE THIS SHEET 3r��s ws/-so a e 2i/z ioa/s ia �
� Bottom Rall Z
�� Flxed Meeting,Lock& �i�� � �w
W +so/ao a � z i/z 103/8 ii s/s � o 0 0
O �W Bottom Rafl&Stlles � Z=
B o Q Flxed Meetingand LockRall +/-25 4 7 21/2 103/8 131/8 O>m�Q
F- 8 X~ Fixed Meeting,Lock and Z O N Z= N
F-w �j �`w 3�� Bottom Rall +3 0/-3 5 4 7 2 1/2 1 0 3/8 1 3 1/8 �mm ay=3���Z '
(=.9 N = X� Flxed Meeting,Lock& +50/-70 4 8 21/2 103/8 111/4 O V Y�O� �
_� Z� � Bottom Rail&Stlles ❑Z�Z�. �
�� a� ANCHORS SHALL BE Daylight Opening(in) 3�o o a ��
� Frame Size �o �
�m �w LOCATED 4" ABOVE Sash Fixed Llte „a a N� q�
m� (WxH)(in) �N w ��LL.
X� Q Q AND 4�� BELOW Wi dth Height Width Height 3 �� �
aw �~ MEETING RAIL. > � � a
�w w G` 52x75 43 3/16 33 7/8 461/4 33 3/4 = � a�
8 �'�
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N �- 40x75 34 3/16 33 7/8 34 1/2 33 3/4 �� �g�3
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o�
X d~ 36x84 30 3/16 33 3/8 301/2 381/4
=J
Q Q
MAX. SASH D.L.O. WIDTH N w ANCHOR TABLE USAGE:
SEE TABLE THIS SHEET �w 1 BASED ON FRAME SIZE AND DESIGN PRESSURE(DP),ENTER ANCHOR TABLE TO
�� DETERMINE MINIMUM ANCHOR QUANTITIES AND ANCHOR SPACING.
2. FR4ME SIZES SMALLER THAN THOSE SHOWN IN THE ANCHOR TABLE SHALL USE THE NEXT
LARGEST SIZE. RabeA d.Amoruso,P.E.
3. FOR WINDOWS SMALLER THAN THAT SHOWN,ANCHOR QUANTITY CAN BE REDUCED AS Flonda P.E,Na.49752
LONG AS MINIMUM ANCHOR SPACING IS MAINTAINED.
4. DESIGN PRESSURE(DP)FUNCTION OF FRAME SIZE AND REINFORCEMENT. Dlglwllysignedby
5. APPLICABLE GLAZING DETAIL VARIES WITH FRAME SIZE.SEE GLAZING REQUIREMENTS Rabercl.Amoruso,
��� TABLE ON SHEET 9. P•E•
� SILL SPACING _� `jpMEd�'��i,� oN:cn=Pobercl.
2��� DAYLIGHT OPENING TABLE USAGE: ,°��'t••'oeke�!oy'-. Amoruso,P.E.,o=PTC
SEE TABLE THIS SHEET ,e.�..� e•;o•; p�oductDesign
1. DAYLIGHT OPENING BASED ON FRAME SIZE. " �s� ' �
SL 2100 SINGLE HUNG WINDOW °��,�� .Group,�LC,ou=FL
2. FR4ME SIZES SMALLER THAN THOSE SHOWN IN THE DAYLIGHT OPENING TABLE SHALL r��,F¢5 p.E.Na.49752,FBPE
USE THE NEXT LARGEST SIZE. o:,�rn e o�.�ma _
THROUGH-FRAME Cert.ofAuih.No.
'�.�Pss�o a�o.�_.° 25935� _
..y�ONA�E..
emall=robert@ptc-
cotp.com,c=US
DENOTES THROUGH—FRAME Date:2014.07.28
-- ----- �-ANCHOR-60GATION - �r.szse-oa'oo'
m
�
0
SEAIANT BEfWEEN FIN v �
AND 2X WOOD 2X WOOD FRAMING. SEE a
FRAMING BY OTHERS ANCHOR SCHEDULE ON p
EXTERIOR FINISH SHEET 2 FOR Z �
BY OTHERS , REQUIREMENTS. _ V �
W �
PERIMETER � o
SEALANT BY
OTHERS a
� � 1/4" MAX.
SHIM �
� � INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE
^ o 0
ON SHEET 2 FOR REQUIREMENTS INCLUDING �eee
O SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. o ��� o
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�n pQ� � "�
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EXTERIOR INTERIOR �o�_� �� . z
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3
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PERIMETER SHIM
SEALANT BY
OTHERS
SEALANT BEfWEEN FIN 2X WOOD FRAMING. SEE
ANCHOR SCHEDULE ON RobeAJ.Amorusa,P.E,
AND 2X WOOD SHEET 2 FOR Floride P.E.Na.49752
FRAMING BY OTHERS �. REQUIREMENTS. Digitallysignedby
EXTERIOR FINISH RobertJ.Amoruso,
BY OTHERS P•E•
DN:cn=RobertJ.
INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE :om�`Q��"e"F��9s'; o=PTCProduct
ON SHEET 2 FOR REQUIREMENTS INCLUDING � �"�,� e'� _DesignGroup,LLC,
SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. `__ptlwa"rq E'aF _��x;ou=FL P.E No.
?�' P i`;: 49752,FBPE Cert.of
,,��,sONA�EpO�",` Auth.No.25935,
A VERTICAL CROSS SECTION email=robert@ptc-
$ corp.mm,c=us
-- — Date:2014.07.28
. __ _ —
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2X WOOD FRAMING. SEE 2X WOOD FRAMING. SEE a
ANCHOR SCHEDULE ON ANCHOR SCHEDULE ON
SHEET 2 FOR SHEET 2 FOR �
REQUIREMENTS. REQUIREMENTS.
INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE o o �
� ON SHEEf 2 FOR REQUIREMENTS INCLUDING ' o
SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. ON SHEET 2 FOR REQUIREMENTS INCLUDING z o
SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. � O1�� o
�/a^ MAX. SHIM INTERIOR INTERIOR �25�� MAX. SHIM � Qa a � �0
o zz
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¢ma�LL �� z
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BY OTHERS��. :• . p q ;..,;%.��BY OTHERS =o Q oo� ���
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. . . . N N 111 �y
SEALANT BEfWEEN FIN °D a SEALANT BENJEEN FIN 3 uJi� ���w
AND'2X WOOD 2 z AND 2X WOOD > � �
FRAMING BY OTHERS FRAMING BY OTHERS 0 I� ��
EX�'ERIOR EXTERIOR pERIMETER � ���g
PERIMEfER SEALANT BY � � ��'�
S�OTHERS B HORIZOINTAL �C HORIZONTAL OTHERS = � �a��
6 CROSS SECTION 6 CROSS SECTION � � � �
NAILING FAI FRAME INSTALLATION NAILING FIN FRAME INSTALLATION
Robetl J.Amoruso,P.E
Flortla P.E.No.48752
���AMEB qGp�
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��OS�ONAIEN�c"•
Dlgitally signed by Robert J.Amoruso,
, P.E
DN:cn=Robert 1.Amoruso,P.E.,o=PTC
Product Design Group,LLC,ou=FL P.E.
' No.49752,FBPE Cert.of Auth.No.25935,
- - — — -- --_ _ _ __ emall=robert@ptrrorp.com,c=US
— - - — �Date:2014.07.281733:03-04'00' — —
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. �
' SUBSTR4TE VARIES. SEE �
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EXTERIOR FINISH ' �SHEET 2 FOR V �
BY OTHERS � REQUIREMENTS. ,w' �
O o
PERIMETER a
SEALANT BY�"
OTHERS 1/4" MAX. �
SHIM
� � INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE � � �c'o 0
ON SHEET 2 FOR REQUIREMENTS INCLUDING g ��� o
O SIZE, NPE, EMBEDMENT AND EDGE DISTANCE. � �, �
3�� o �
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PERIMETER o � �I4" MAX.
SEALANT BY SHIM
OTHERS •••
• SUBSTRATE VARIES. SEE Robert J.Nnoruso,P.E.
ANCHOR SCHEDULE ON FbridaP.E.No.49752
. SHEET 2 FOR
REQUIREMENTS. �;pNES��.��
�O�Y'.`GENgF�qG�
EXTERIOR FINISH • '�' N <916Y ��0�
BY OTHERS �����.q=
'.'9�e oT F i 4i;
INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE o�9S�ONpI.�E��r�,`
ON SHEET 2 FOR REQUIREMENTS INCLUDING ,
SIZE, iYPE, EMBEDMENT AND EDGE DISTANCE.
Digitally signed by flobertl.Amoruso,P.E.
DN:cn=Robertl.Amoruso,P.E.,o=PTC
�A�VERTICAL CROSS SECTION - vrad��c oe5�9��rouP,LLC,ou=FLP.E.
^� No.49752,FBPE Cert.of Auth.No.25935,
� -- _ —_—_ email=robert@ptccorp.com,r-US
� - -- - -- ---- - - _ Date:2014.07.281733:20•04'00'
�
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� �
�
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SUBSTRATE VARIES. SEE SUBSTRATE VARIES. SEE
ANCHOR SCHEDULE ON ANCHOR SCHEDULE ON Z
SHEEf 2 FOR SHEET 2 FOR � o �
REQUIREMENTS. REQUIREMENTS. g � � o
J ^z
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N �? a o �
INSTALLATION ANCHOR. SEE INSTALLATION ANCHOR. SEE �>,.��4�
ANCHOR SCHEDULE ON 1/4" MAX. SHIM INTERIOR INTERIOR ��4" MAX. SHIM ANCHOR SCHEDULE ON SHEET ��o t�LL o �i ,
SHEET 2 FOR REQUIREMENTS z o N z= ;a �
2 FOR REQUIREMENTS ¢ a
INCLUDING SIZE, iYPE, 2 5 INCLUDING SIZE, TYPE, m m x� g��Z
EMBEDMENT AND EDGE g l-1 EMBEDMENT AND EDGE ��� � �
OISTANCE. �___ 5 26 z� oo �—�` DISTANCE. Z�v z� � y � �
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EXTERIOR FINISH � � � � ' � � � � 26 27 �z � � � � � � � EXTERIOR FINISH 3 �w �
BY OTHERS�•`.�;,.
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EXTERIOR EXTERIOR pERIMETER � � � �
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SEALANT BY B HORIZOINTAL C HORIZONTAL o�ERs er
OTHERS
8 CROSS SECTION 8 CROSS SECTION
NAILING PLANGE FRAME INSTALLATION NAILING FLANGE FRAME INSTALLAI'ION
RobeRJ.Amoruso,P.E,
Floride P.E.No.49752
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4,a::GENBF�qj!y�
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Digitally signed by Robert 1.Amoruso,P.E.
ON:cn=Robert J.Amoruso,P.E.,o=PTC
ProduR Design Graup,LLC,ou=FL P.E.
, No.49752,FBPE Cert.of Auth.No.25935,
email=robert@ptc-corp.com,c=US
_ -Date:2014.07.28-17:33:33-04'00'--- — —
,
m
� a
3/4" OVERALL THICKNESS IGU: 1/B" ANNEALED x 3/4" OVERALL THICKNESS IGU: 3/32" ANNEALED x g �
1/2" AIR SPACE x 1/8" ANNEALED � 27 g/16" AIR SPACE x 3/32" ANNEALED a
� 26 Z
28 r 1/2" GLASS BITE �2 28 r �/2" GLASS BITE V �
1 Z —� SASH LITE SHOWN —L SASH LITE SHOWN � y
AT SILL. MEETING AT SILL. MEETING a o
29 �p RAIL AND STILES 29 �p RAIL AND STILES
SAME W/0
SAME W 0
SETTING BLOCKS. SETfING BLOCKS. �
Glazing Requirements
GLAZING DETAIL A GLAZING DETAIL B Frame size �etai� a $ �
52"X 75"AND 36"X 84" 40"X 75"AND 36"X 75" (w x H)(in) Fixed Description ��� o
Sash ute �' °'
°/a"O.A.:1/8"Annealed x Y:" o � o =
� 52x75 A C S acerxl/8"Annealed � Z
40x75 B D ���O.A.:3/32"Annealed x 9/16" $��,� a� N N
Spacerx3/23"Annealed z o N zJ ;� �
� � ¢ma ¢ Z
'/<"O.A.3/32"Annealed x 9/16" �m =w �� "
36x75 B D �o� ❑ � � �
5 acerx3/23"Annealed o�=�� � _
36x84 A C � O.A.:1/8"Annealedx%:' z��N�ry y ���
� S acerxl/8"Annealed �o a�� �a�
1 � FIXED LITE 3 N J ��tl�
FIXED LITE `� �
28 5 SHOWN AT HEAD. 28 5 SHOWN AT HEAD. � '��a
LOCK RAIL AND LOCK RAIL AND �
26 JAMBS SAME. 27 JAMBS SAME. �g
� � �8��
3/4" OVER4LL THICKNESS IGU: 3/32" ANNEALED x �
9/16" AIR SPACE x 3/32" ANNEALED G � �
3/4" OVERALL THICKNESS IGU: 1/8" ANNEALED x
t/2" AIR SPACE x 1/8" ANNEALED
GLAZING DETAIL C GLAZING DETAIL D
52"X 75"AND 36"X 84" 40"X 75"AND 36"X 75"
Robert J.Amoruso,P.E.
N�TES� Flarlda P.E No,48752
1. A MINIMUM OF TWO(2)NEOPRENE SETTING BLOCKS WITH 70 TO 90 SHORE A DUROMETER HARDNESS ARE REQUIRED AT BOTi'OM(SILL) Digitallysignedby
OF GLAZING LITES MORE THAN 3 FEET IN WIDTH. eoberc�.nmoruso,
2. AS-TESTED IGU SYSTEM SHOWN.OTHER SUBSTITIONS ARE ALLOWED WHILE MAINTAINING CONFORMANCE TO SECTON 10.2.3.4 OF P�E�
DN:cn=Robert J.
AAMAIWDMA/CSA 101/I.S.2/A440-11 AND/OR SECTION 6.2.3,4 OF AAMAIWDMA/CSA 101/I.S.2/A440-05, �Q},jpMF8q4Ip�., nmoruso,P.E.,
3. GLAZING REQUIREMENTS TABLE USAGE: :o``•:•�``E"sF•••"�''= o=vTCProdu�t
� �"�pg��"'� ';`DesignGroup,LLC,
3.1. REQUIRED GLAZING DETAIL FUNCTION OF FRAME SIZE. �WJ '�a5 ou=FLP.E.No.
�9; 6TA E OF �W�
3.2. FRAME SIZES SMALLER THAN THOSE SHOWN IN THE GLAZING REQUIREMENTS TABLE SHALL USE THE NEXT LARGEST SIZE. :°F:�,oq,oP::`;: 49isz,FBPECert.of
� ��'qr�ONALE��`�� Auth.No.25935,
"""" email=robert@ptc-
corp.com,c=US
Date:2014.07.28
- _ . _ _ — - -- 1733:46-04'00'
BILL OF MATERIALS m
Item No. Component Description Part No. Vendor Material � o
Frame �'
d
1 Head 10008815 Deceuninck Vinyl z o
� �
2 Jamb 10008805 Deceuninck Vinyi '
3 Sill 10008800 Deceuninck Vinyl � �
4 Meeting Rail 10008511 Deceuninck Vinyl a
5 Glazing Bead 10008127 Deceuninck Vinyl �
6 Sash Stop 10008487 Deceuninck Vinyl
7 Balance Cover �. o s
Sash �_� �
8 Lock Rail 10008895 Deceuninck- Vinyl 3 � � �� �
9 Stile 10008875 Deceuninck Vinyl � g a I
10 Lift Rail 10008882 Deceuninck Vinyl g���� � N y �
11 Bulb Seal 10008202 Deceuninck Vinyl z o N�_< ;�
ame�� m� Z
12 Glazing Bead 10008127 Deceuninck Vinyl o���Q ��� �
Z� � �
Hardware Z m�� �
13 Balance Type-Coil, B&T or Spiral ��'o o° ���
14 Balance Shoe �N a Jm ����
15 Piwt Bar � `" y g�
16� Lock-Auto, Cam or Sweep Not Indentified In Drawing Section Views For 1����
17 Keeper(if applicable) ��g
18 Tilt Latch Clarity � �g��
19 Tilt Latch Clip � � �
20 Sill Interlocks
21 Meeting Rail Bracket
Reinforcement(See Performance Rating Table on Sheet 1 for Applicability)
22 Meeting Rail 10006189 Dayton Tech. Mill Alum
23 Bottom Rail (Lift Rail) 10300082 Deceuninck 6005-T5
24 Lock Rail 10300082 Deceuninck 6005-T5
25 Stiles (Sash) 10300082 Deceuninck 6005-T5 F�o�P.E No 48 52
r7�8Z111g � Dlgltallyslgnedby
3/<"O.A.:1/8"Annealed x '/2'Spacer PEbertl.Amoruso,
26 , n/a n/a „ -DN:cn=Ro6ertJ.
x 1/8' Annealed �jpMEd�
3 �r �� °o°.••'�.......F,:4r; P oduc[Des 9�-PTC
'�S �CEH9'O,➢
/4 O.A.:3/32 Annealed x 9/16"
=�� N �s'� 4:Group,LLC,ou=FL
27 Spacer x 3/23"Annealed n/a N`cj _ ��;p,E.No.49752,FBPE
-9: srp e oF 'W,
:T'•.�� oy\�'�; Cert.of Auth.No.
''��SS�ONA�E��r; 25935.
28 Double Sided Adhesive Glazing Tape emall=robert@ptc-
corp.com,c=US
-29---- ---NEOPRENE-SE-T7'ING-B60GKS=WITH_70 TO-90-SHORE-A-DUROMETER_HARDNESS_ oace:zo,a.ozze
" ---' -----� ------17:34:00-04'00'-- -
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C��ru�r��.��:me��c� BQS Home � Log In � User Registration ; HotTopics � Submi[Sumharge ( Stats&Facts � Publlcations � FBC Staff j BCIS Site Map I Linl6 � Search �
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� o
Regulation
Product Aoproval Menu>Produc[or Applica[ion Search>AOPlication List>Application Detail
,7' ° �� �� FL# FLll273-R1
Application Type Revision
Code Version 2014
Application Status Approved.
i
� Comments
�
Archived ❑
� Product Manufacturer Vi Win Tech
Address/Phone/Email 2400 Irvin Cobb Drive
Paducah,KY 42003
(270)538-4431
swheeler@viwi ntech.co m
Authorized Signature Steven Wheeler
swheeler@viwintech.com
! Technical Representative Steve Wheeler
Address/Phone/Email �2400 Irvin Cobb Dr
Paducah,KY 42003
� (270)538-4431
swheeler@viwintech.com
Quality Assurance Representative Ronnie WIlliams
Address/Phone/Email 2400 Irvin Cobb Dr
Paducah,KY 42003
(270)538-4437
rwilliams@viwintech.com i
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed '
Florida Professional Engineer
E7 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert J.Amoruso,P.E. ,
the Evaluation Report
Florida License PE-49752
Quality Assurance Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Charles A.Pagen P.E.,Ph.D.Fenestration Technology
Q Validation Checklist-Hardcopy Received ,
Certificate of Independence FL17273 Ri COI PER 2326 Rev2 VWT-Mullion ss.odf
i
� Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
i Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
� FL17273 R1 Eauiv EER 2326 Rev2 VWT-Mullion ss pdf �
i
i
i
�
�
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/27/2015
Date Validated 08/30/2015
Date Pending FBC Approval 09/07/2015
Date Approved 10/16/2015
Summa of Products
FL# Model,Number or Name Description
172Z3.1 ShoreLine 3"ImpactMullion Mulf-S.5"x 3"-Heav.y Aluminum�with•clips,T-Configuration
� Limits of Use Installation Instructions
� Approved for use in HVHZ:No FL17273 RS II V1NT0002 Revl ss.odf
Approved for use outside HVHZ:Yes Verified By: Robert J.Amoruso,P.E.FL PE No.49752
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Installation Drawing for Mull Span/Load Width FL17273 Ri AE PER 2326 Rev2 VWT-Mullion ss.odf
Design Pressure Tables.Impact rating limited to Missile Level Created by Independent Third Party:Yes
D,Wind Zone 3.Not for use in HVHZ.
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Contac[Us::2601 Blair S[one Road.Tallahassee R 32399 Phone:650-487-1824
i The State of Florida is an AA/EEO employer Convriaht 2007-2013 State of Florida.::Privacv S[a[ement::AccessibiliN Sta[ement::Refund Statement
� Under Fiorida law,emait addresses are ublic records.If ou do not want our e-mail address released in res onse to a ublic-records
p y y p p request,do not send electronic
mail[o[his entity.Ins[ead,contact the office by phone or by tradi[ional mail.If you have any questions,please contac[850.487.1395.'Pursuant to Sec[ion 455.275
(1),Florida Statutes,effective Ocrober 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 �
ciick here
Product Approval Accepts:
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Credit Card
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ViWinTech WINDOWS & DOORS � m
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SHORELINE 3" IMPACT MULLION � � �
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MULL SPAN DESIGN PRESSURE AND INSTALLATION ANCHORAGE DETAILS
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NOTES• � w i'�, o
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1. THE PRODUCT HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH RE�UIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE INCLUDING THE WIND BORNE DEBRIS REGION,MISSILE LEVEL D, �- �
WIND ZONE 3 USE.
a �
1.1. THIS PRODUCT IS NOT TESTED OR DESIGNED FOR WIND BORNE DEBRIS REGION,MISSILE LEVEL D,WIND ZONE 4 USE.
12. THIS PRODUCT IS NOT TESTED OR DESIGNED FOR HIGH VELOCITY HURRICANE ZONE(HVHZ)USE.
C O f�
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED AS APPLICABLE TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FR4MING AND MASONRY IS THE RESPONSIBILITY OF THE ARCHITECT OR � � �
ENGINEER OF RECOR�. �
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3. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. � 0 W � �
4. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFETY RE�UIREMENTS REST SOLELY WITH ARCHITECT,ENGINEER OF O w �
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5.APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. Q m�¢� m a � a
6. DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION.WINOOWS MUST BE APPROVED UNDER SEPARATE FLORIDA PRODCUT APPROVAL. p�Y�Z ���Z �
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6.1. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING.SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY VINYL WINDOW TECHNOLOGIES,INC.AND MUST BE MADE OUT Z m U W w �¢�
OF VINYL PVC.SINGLE HUNG WINDOWS AND FIXED TRANSOMS USEO FOR ILLUSTRATION. 3�o_,w ���
6.2. ATTACHMENT OF WINDOW TO MULLION SHALL BE IN ACCORDANCE WITH THE APPLICABLE FLORIDA PRODUCT APPROVAL. �o a�(7 a
6.3. IN LIEU OF THE WOOD SCREWS(FOR WOOD SUBSTRATES)OR CONCRETE SCREWS(CONCRETElPAASONRY SUBSTRATES)RE�UIREMENTS OF THE WINDOW S FLORIDA PRODUCT APPROVAL,A �N = �t�,�
SELF-DRILLINGISELF-TAPPING SCREW MEETING THE FOLLOWING RE�UIREMENTS CAN BE USED. N � W
6.3.1. S E L F-D R I L L I N G/S E L F-T A P P I N G S C R E W P E R A S M E 8 1 8.6.4 � � �
6.32. SAME OR BETTER MATERIAL GRADE AS SPECIFIED IN THE WINDOW PRODUCT APPROVAL.IF NO GRADE IS SPECIFIED,A MINIMUM GRADE 2 MATERIAL IS RE�UIRED. a &.
6.3.3. SELF-DRILLING/SELF-TAPPING SCREW SIZE SHALL BE THAT SAME AS THAT SPECIFIED IN THE WINDOW PRODUCTAPPROVAL. `eA�
6.3.4. THE SELF-DRILLINGISELF-TAPPING SCREW LENGTH SHALL BE SUFFICIENT TO ALLOW THE SCREW S POINT TO PASS INSIDE THE MULLION WALL AND AT LEAST THREE(3)THREAD LENGTHS PAST THE INSIDE MULLION 'h'&��
WALL. � �� <
7 DESIGN PRESSURE OF MULLED UNIT SHALL 8E CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT � � �g��
_ � �
8. VERTICAL MULLION TWIN CONFIGURATION SHOWN.UNITS MAY BE MULLED TOGETHER INDEFINITELY LONG AS THE SINGLE UNIT WIDTH AND THE SINGLE UNIT HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS
SHOWN HEREIN.
9. VERTICAL MULlION INSTALLATION SHOWN MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT
10.ALLOWABLE STRESS INCREASE OF 1!3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11.SEE FLORIDA PRODUCTAPPROVAL NUMBER FL9654 FOR WINDOW CONFIGURATIONS SMALLER THAN THOSE SHOWN HERE.
Rohert J.Amofusa,P.E.
TABLE OF CONTENTS Fbrida P.E.No.49752
SHEET SHEETDESCRIPTION l Digitallysigned
1 GENERALNOTES byRobertJ.
2 VERTICAL MULLION SPAN ILLUSTRATION Amoruso
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4 VERTICAL 8 HORIZ MULLION SPAN DESIGN PRESSURE RATINGS 4-
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5 VERTICAUHORIZONTAL COMBINATION MULLION ILLUSTRATION �'�.Fss;o/�p`;,�°E�°�'` emai9l=robert@pt
6 VERTICAL/HORIZONTAL COMBINATION MULLION SPAN DESIGN PRESSURE RATINGS ` �� �-�orp.com,c=US
Date:2015.08.27
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_ __-_ _ _ _ ___ email=robert@pto-corp.com,c=US
- - Datei 2015.0&.27 08:5637=04'00' -
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------
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54 36.1 37 4 40.3 41.2 42.9 41.9 42.6 43.3 44.0 44.8 45.6 46.4 47.2 48.1 49.0 Date:2015,08.27
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3" IMPACT MULLION ������5 ro�R,,,� � � �
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6.05° �j MULLION WALL.LOCATE SCREWS AS SHOWN IN ELEVATIONS F g�'p� ��y�
.375" 1.75�� � /// AND INSTALLATION DETAILS. �$`- _-� �
375" ri "�� �
� 5. FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO y �
T B�o ra scncws �� APPROVED WINDOW INSTALLATION INSTRUCTIONS.SINGLE �a�k
� /��� HUNG WINDOWS AND FIXED TRANSOM USED FOR ���g
1 49" 1 //�/� ILLUSTRATION. � �g �
� �� 6. ALL FASTENERS TO BE CORROSION RESISTANT. � � ��
/� � � � �
7. INSTALLATION ANCHORS SHALL BE INSTALLED IN
•��� ACCORDANCE WI7H ANCHOR MANUFACTURER'S
DETAIL B INSTALIATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE
�---�I-- 1.015�� +�ue cur�ssrnu.�rmN USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM STRENGTH SPECIF�ED BELOW.
1 d+o T�uRevs B. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN
ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWIN6
PROPERTIES:
8.1. WOOD-MINIMUM SPECIFIC GR,4VITY OF G=0.42
3.125�� 8.2. CONCRETE-MINIMUMCOMPRESSIVESTRENGTHOF2500 (�rtJ.Amoruso.P.E.
PSI FbriEa P.E No.49752
8.3. MASONRY-STRENCaTH CONFORMANCE TO ASTM C-90,
� �25•� MEOIUM WEIGHT(DENSITY>117 PSF) Digitally signed
T 2 by Robert J.
� , Amaruso
� CLII� �SPMES�'�
;i���^•• �o`�� DN:cn=RobertJ.
, 1 Pw mc scxexs ,o�, ccNs�•:?G,n°s
604.a.TGAL1\IINU,Ii �q�;' xq'.1�,sa ;Amoruso,o,
' �`�1i��� t';ou=PTC Produd
y9?-�'BTA E a�:
,o,,, v„ DesignGroup,
DETAIL C =-4`�ss�°"•"'P°`,.
,,,oNA�E�,,•,• email=robert@pt
� IIOR170\TAI.A�fl Vf.Ri1G{.\IL'I.I.IOV C'CO(P.CO(Tl�C=US
IYf}:µ$ECI70\C1.IP IY.4fAL1.AT10.�'
Date:2015.08.27
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