HomeMy WebLinkAbout19-20922 CITY OF ZEPHYRHILLS ,-
5335-8TH STREET `
(813)780-0020: 222
BUILDING PERMIT i/
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 20922 Address: 39326 9TH AVE
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: SUNSET ESTATES
Est. Value: Parcel Number: 12-26-21-0300-00000-0370
Improv. Cost: 2,950.00 OWNER INFORMATION
Date Issued: 3/11/2019 Name: ; 'BARGER KEVIN J
Total Fees: 82.50 Address: 39326 9TH AVE
Amount Paid: 82.50 ZEPHYRHILLS, FL. 33542-4702
Date Paid: 3/11/2019 Phone: (813)763-3673 `
Work Desc: REPLACE 5 WINDOWS S/S
CONTRACTORS APPLICATION FEES
LOWE'S HOME CENTERS INCBUILDING FEE 82.50
A�
l
Ins ections Re uired
FOOTER 2 D ROUGH PLUMB Misc INSULATION CEILING
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 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.
"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.
CONTTTOR GNATURE PERMIT OFFI R
RMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
`
MTM
Owneir's Address[a
Owner Phone blumber
Fee Simple Titlehold er Name Owner Phone Number
Fee,Simple Titleholder Address
JOB ADDRESS i
SUBmIVISkO14 ! PA���L�#
| - (bbnwwuopnompnopsnz,rAXNOTICE)
WORK PROPOSED � moWcoNsTR ADD/AT F--� SIGN F^-� �-- �2��U8H
INSTALL
REPAIR
---- ---- ---
PROPO$EDU13E ' F--1 8FR �-� COMM F--� OTHER
TYPE OF("'ONSTRU/ [|CIN �--1 BLOCK F-1 FRAME [-'-7 �TEEL F--1 F---------------'---1
___
+_
BUILDING SIZE act 1:60TAGE HEIGHT
���BU|U]|N8
� VALUATION OF TOTAL,CONSTRUCTION
[_��ELEOTK|0,AL AMID SERVICE [--� PRO�KIE8SENERQY r-1 VKR.G.O.
-
[ -�pLU�8|N��
`--�
F��E�HAN| V��|�OP�E��|��|N8��|�� � �
�-_� �-
|
[-=QAS [--1 ROOFING �-1 SPECIALTY F---1 OTHER
lN|SHEDFL0ORELEVATIONS FLOOD ZONE AREA F-~]YEG NO
WILDER COMPANY
'|GNxJVRI- nso/STEneo
'4dd,aom LIcense# ac
!LECJR|C|AN COMPANY
oGNATUR� � cun�s
AddressL�onon#
LUMBER COMPANY
L_y�_�_�] pss|GNATUR� mes/orcnco cunnc^
/\dd,amo [ _] LlcenseO �
|ECHAN|C'AL COMPANY
|GNATURE [ _ � nsa/ursnso E/l,yN ~] nREN
Address [ _J License# )THGR COMPANY E __ _ i
|mNA L_y!��_
TUR� [ � ] neo/e�snso � ] rss��unns^ _�ll�_�
Address License it
ESU)IENTIAL Attach(0 Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;F-O4Y Permit for now construction,
Minimum ten(iO)working days after submittal date. Reguimdonu)bm.CooakuP0unP|ano.8honnwuterPlanouV8ihFenooInutalled'
Sanitary Facilities&I dumpster;Site Work PermIt for subdivislons/large projects
OM0YERCh4L- Attach(3)complete setsof Building P/ iu a-Ub*GmfotyPn '(JUitehof Forms. R.O4VPenn(Qbr_new obnukudbn _
Minimum ten(10)working days u8ar submittal doto.' Required bhoUo.Cunahu#UonP\ans,8tunnwuterP|anuW/Gflt Pbnuu|ho(al)od,
Sanitary Facilities&1 dumpster.Site VVurkPann|tkxoUnm*pnojndu./0)unmmerc\a\noquimmantsmucdmeotc4mplianuo .
GIN PERMIT Attach sets of Engineered Plans.
^°"PRDPBRTY SURVEY required for all NEW construction,
Fill out application completely,
Owner&Contractor sign back of application,notarized .
III over$88V$.o Notice uf Commencement|mrequired. (AJC upgrades over$75U0) �
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
/ERTHECOUNTEMP0'IRM|TT|NG (Front d Application Only)
`rmok:(fohhng|u,; Sowers Service Upgrades A/C Poncao<P|oVSuwey/Fnotaga>
Driveways-Not over Counter Mon public modwoyu..need oROW
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 under-signed assurnes responsibility for complilEince Vvi-th any
applicable deed restrictions, I I
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired cal contractor or
contractors to undertake work, they may be required to be licensed In accordance with state and local regu I lations, If the
contractor Is not licensed as required by law, both the owner and contractor may be cited for a rnisdenidanor violation
under state law. if the owner or Intended contractor are uncertain as to what licensing requirements rniNy, apply for the
Intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Seotldh at 727-847-
8009. Furthermore, If the owner has hired a contractor or contractors, he Is advised to have the contractors) sign
portions of the "contractor Eflock" 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 privil6ges In Pasco
County. I'
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 bulldlri'gs, change of
use in existing buildings, or expansion of existing buildings, as specified In Pasco County Ordinance number 139-07 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 (bust be, paid prior to
receiving a "certificate of occupancy" or final power release; If the project does not invoIVE: a certificate of 19' coupancy or
final power release, the foe's must be paid prior to permit Issuance. Furthermore, if Pasco County Wator/SE)wer Impact
1:
fees are due,.they must be paid prior to permit Issuance In accordance with applicable Pasco County ordinances,
9'
CONSTRUCTION LIEN LAW (Chapter 7,13, Florida Statutes, as amended): If Valuation of work Is $2,5000 or more, I
,..certify that 1, 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 Consurnor Affairs. If the applics 1 Is sorneone
other than the"owner", I certify that I have obtained a copy of the above described document and proml&9 in good faith to
delivor It to the"owner" prior to commencement,
CONTRACTOR'SIOWNER'S AFF11DAV11T: I certify that all the Information In this application Is accurate and that all work
will'be done In compliance withall applicable laws regulating construction, zoning and land development. lApplication is
hereby made to obtain a permit to do work and Inst�illatlon as Indicated. I certify that no work or Installation has
commenced prlor,to Issuance of a permit and that all work will be performed to meet standards of all la'W' s 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 government ,agencies may apply to the Intended work and 'that it is
my rc..)sponslblilty to Identify what actions I must take to be In compliance, Such agencies Include but are notjllrnited to:
Department of ErivironME)ntal Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
i
Lands,Water/Wastewater Treatment.
Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Ar6as, Altering
Watercourses.
Army Corps of Englrl eors.-Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater TrOatment,
Septic Tanks.
US Environmental Protection Agemoy-Asbestos abatement,
Federa'I Aviation Authority-Runways,
I understand that the follo.wing restrictions apply to the use of fill
Use of fill Is not allowed In Flood Zone W" 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 volume" will be submitted at time of permitting which Is prepared by a professional engineer
licensed by the,State of Florida, g stern wall
If the fill material Is to be used In Flood Zone "A" In conneclJon with a permitted building u,using
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material Is to be used In any area, I certify that use of such fill will not adversely effE:ct adjacent
properties. If use of fill Is found to adversely affect adjacent properties, the owner may be'cite I!d 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, 'I'
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 comrnenclng construction. I understand that a separate permit may be required for ellectrIcal 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, conceI, alter, or
sot aside any provisions of the technical codes, nor shall issuance of a permit prevent the 13ulldirig 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,';authortzed by
period of six (6) months after the time the work is commenced,!, An extension
the permit Is suspended or, abandoned for a p '
may be requested in writing, from the Building.Official for a period not to exceed ninety (90) days and will demonstrate
strate
(90)consecutive days, the'job is considered ab'eandoned.
justifiable cause for the extension, If work ceases for ninety
SU LT Ily YOUR
WARNING TO OWNER,, , YOUR FAILUREM TO RECORD A NOTICE OF COMMENCEMENT MAY Rif
0 ,
PAYING TWICE FOR IMPROVEMENTS To YOUR PROPERTY, IF YOU INTI ND TO-OBTAIN FINANC N(�31 CoN113ULT
WITH Yp PER OEt AN ATTORNEY'Y BEFORE REC— ORQIM_QYOUR NOTICE OF CQMME-NCEMI,--kJ_-
FLORIDA J;URAT(F.S. 1 103)
CONTRACTOR—
OWNER 0 AGENTTJ; ed)before me this
a 0(or
a rms� afore this this
Subscribed a o(or a rm efore this Subscribed and sworn to(or affli'm
by
produced
Who is/are personally known to me or Vhols/ire personally known to me or hasthave
r h6s1have produced as identification.
as Identli'ladtion.
—Notary Public Notary Public
Commlsslon Commission No,-------
tJame of Notary typed, 67`sta_mped _____ Rama of Notary typed,printed or stamped
CITY OF " NOTICE / / BUILDING
ZEPHYRHILLS DEPARTMENT
OF ADDITION OR CORRECTION
D • NOT REMOVE
ADDRESS DATE PERMIT f
O ��y
THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job
will be accepted.
- !/hZ
cQ 4L
It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORR TIONS ARE MADE CALL
cover or cause to be covered,any part of the work with flooring,lath,earth 78�-0�2 R S N
or other material,until the proper inspector has had ample time to approve
the installation.
OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: X1 IZ 1A
Date Received: off. /
Site: 9 f �✓�
Permit Type: (N 1 6610
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
This comment sheet shall be with the permit and/or plans.
FEB 2 7 2019 ot A QP
Kalvi —Plans Examiner Date Contract and/or Homeowner
(Requ' d when comments are present)
INSTR#2019036801 OR BK 9867 PG 3974 Page 1 of 1
03/05/2019 01:17 PM Rcpt:2033800 Rec:10.00 IDS:0.00 IT:0.00
Paula S.ONeiC PhD.,Pasco County Clerk&Comptroder
PAxift ��
11Et/ D1rMsy��slloroillrtiapo�i�twNll���ba�rif MII�pOp�q ad ifamsrl�fa��ihtf�pl�rTt3.iioMid�9mlgle�.
rrfi�ibwfrrrfveisp�odd�difMiliorbdG+ir�nie�r�t
1. Oesbar cir Pad N.
seetAddiam:3 9 - to a
2 GWMWo d 37
tL 5 7� L
3, o...irbd�add.ar ,sae.�fo�rsM.ta..am�dl�ra..N.pw
t t.r\ -
3q 3� - ice �:Ls.__. 5
„ .. C3v _
Ne�dt�+rSYwFF nwartr: .
4. cidwow PrelerA.C,afW0 M-Lowles 106111111111111111 LLB.y#8S4
��7rrl WR FL 32=
Noy .407-3034161
Ad3.ns ta, 9rte
AimmiatafBsst i T �Noc
twow. MIA
ta�eliTarpNonRNo= - '
7. Flamm aW4&tittt sire of FMMN dibtMtd br ft or alAtr am ee>b ems►be seemed as P-""w
• Name
t�pii!>Artutie
' Adder eft 9U1��
Ti�rri�rrdtirq�rirdPsra '
• 6 i�addrrnb tis reK Barra rrwfprri' Qe d
_ iQampfrat•l�eE�w�s7stlkrioe:p�oiid�dlnliinTs34�'t�Fioritie9rswic .
Tdrtmw NasrMrrdPlatren cr Eift Ossatid bytAlnrr
•�. E1*ii�01t1Ytd'N�ord�q�t�lel��'Ret�s�ll�blilll�lml�afdRs�f�If��e�l�tblitt
', m�d�drr.IlAtdibea�Yryerlia•itazdelydrrradr�qurr�rrdMe�td�IrsprdirdX
IMMIrM3 7t7 COMM M AMr.PXnIBf18 WOE M 7tE OMM AFFM EWVVMM OF IM NOTICE OF C0 fl
IEd11" 7MFCE NPl ffls 7ii7ii Yet ppl��Cl XN OFFLONM- NrCEMES.WW AE
Im LIENCMCRANATIONNIEVINEIP I�tlGtlF T
rrjrdeN aictdr�slelRtllisndll Omand std*Wd mat
T NATAMIS A. GG
p��qp +�J~fit+ MY COMMISSION
*G6048548580 -
EXPIRES:JAN 30,2ti21d[tre�rartr��ae SJsiart�wellrJYf�oded
80ndad Ihmugh 1st State Insurance
"Ii�ii�,tibibne�e�t�resdnwMtdAedtMrtr�sthTs�_ d�rd�• -21p1��yr„�,�,✓�y�,. dam. �i� .
• 4yved�lCsM.aMe�c >rtmsyiriis3�ir -
lY..+dJrwo..L74��M�
Newly a..e m rtMsi�er�dlidj.:• •
�PeatireddratenPloia�rd tafsr�� -" .. '
i
i
i
STATE OF FLORIDA,COUNTY OF PASCO
THIS IS TO CERTIFY THAT THE FOREGOING , ' "�
TRUE AND CORRECT COPY OF THE DOCUI�_ �%'=•:; -N
ON FILE OR OF PUBLIC RECORD IN THIS .
Cod}y�7r2ert a .
WITNESS MY HAND AND OFFICIAL SEAL 65 ....�. �'.
DAY OF 2C
PAULA S. O'NEIL, C ERK COMPTROLLp
1CTqp �/. �
'• �'
B DEPUTY CLER� �
m
v
r r
•
0
Plan Review
Windows & Doors
1-) Need manufacturing installation specifications:
2) Must meet.sections R308 and R612 of the 2017 F.B.C.
3) If windows are to be installed inside the historical district, they will need to be approved
by the historical.committee.
4) No other work shall be permitted (framing, plumbing, and mechanical) unless otherwise
specified..
5.) This is for replacement (glass .for glass) only. If you wish to change from screen or vinyl
windows to glass,then additional information is required.
6) All windows,to wall connections.shall be left visible for inspection.
7) All labeling and stickers shall remain on windows untitfinal.inspection.
8) No work shall start without permit first.
+
11t1007& 5 FIR OnWay WOM Al 6$4 W AT4.
sm,
k
z�
0
-CONTRACT 0 013 2 800
_gll
LOVtFE*S AUTHORIZED R5PRESENTJK
L. STORE NO. J ST CREET AO
effy STATE ZIP QrlySTATE' Z!P
, '
TE
LEPHONE ELEPHONE
MH
E ies", CTO • REG
R LICENSE NUNMER
LOY CARD
7 01 CG(
X k 1
li only..i
wwm } .i t *� ,zgtf�� C�6i` si LY;,, ,' ..a. '.. :"
F+[EASE,REA�17+41tIT �ipC i��: { *r51 �L:;t{y 7e 5M1. Alt^i1>}gfT,fi< :: ..t< :.
IN
INSTALLATION STREET ADDRESS' city i STATE ZIP
Jh�' Z 50,
L
Lavrs
NOTICE TO'CUSTOMER:--PRIG-.CALCULATIONS:Inordef-loi property perform the installation of tertaiiii-Gobc1s,the Contract Price-may Include more
'based oh.the measured '' " footage of the Projbct Area;As a res6l�'the parties agree that the lump-sum Price
Goods than actually,will be Insttall d .sqyarq
stated In this Contract1s,calculatec upon th.ffieyalbe.of estimated Goods requiredto fulflll'tlie.Conttact'(I'netudi,ng waste),which may exceed th"o.actual
square footage of the.Project Areal,arid theJaboi which may be estimated baied o.n.the'arnount.of Goods.4ttiquired to fulfill the Contract-(Including waste).
By signing this Contract bielpis,.Cu stom&ackn6wledd'ds rec61ptof this hollc'a.'and'agrees and onderstandsthat the Pdoelhcludos theie:cosls which may
not be refunded once the Installall in*Services&6-performed.
NOTICE TO CUSTOMER:.Pedbirtil-11AW,ratluires Lowe".s.to provide,yov"with the
pamphlet Renovate ftht;ByaMilging this-Contr dot Customer acknowledges
having rocelveda copy 6f.,ihis�� rhol;ibt-boforo work lbGgion'l6forming Customer Contract!Total 50
of the'potentlal risk of'ilh6 lead librird exposure from rain6valilon activity to be' �'applicable taxes included
performed In Customer's dwelliksi unit.
NOTE, If rotted wood is discovere during.kristallatiori additional-charges will apply.You:wjll`lbe given a quote and a change order
must,be,completed-and.,sl ribd b e: , st6mor 6r.a6yadditl6nal charges.—_ Customer must lhitfal.
'Any work or maledal not topeii1fie :W not included in thispontrad.Ahjr6hariget%or.additions will.beat an additional chanja for the-material and faboy.
NOTICE TO OWNER: —ACCORDING TO FLORIDA% CONSTRUCTION LIEN LAW (SECTIONS 7*13.001-71.3.37, FLORIDA
STATUTES),"r,HOSE WHO WORK-ON YOUR-P11OPtIlTY'OROROVIDE MATERIALSIAND SERVICES AND.ARE.NOT PAID IN
FULL HAVE A RIGHT TO ENFORCE TfTEIR'C;LAI'M FOR,PAYMENT AGAINIST YOUR PROPERTY;(THIS CLAIM IS KNOWN AS A
CONSTRUCTION LIEN. IF YOUR. CONTRACTOR OR A SUBCONTRACTOR. "FAILS'' TO PAY SUBCONTRACTORS,
SUB-SU.BCOtITRACTORS,.IOR .MATERIAL-SUPPLIERS,.THOSE.PEOPLE s WHO ARE OWED MONEY MAY LOOK TO YOUR
PROPERTY FOR PAYMEN 1%EVEN.IF YOU HAVE ALREADY PAID YOUR CONTRACTOR-IN-FULL.-IF-YOU.'FAIL To PAY-YOUR
CONTRACTOR,YOO CONTRACTOR MAY ALSO.HAVE-A LIENON."YOUA PROPERTY.THIS, ERNS IFALIENIS FILED YOUR
PROPERTY-COULD BE'l.OLDAQAINST YOURVILL TO PAY FOR LABOR,I MATERIAL!S,OR OTHER SERVICES THAT YOUR
CONTRACTOR OR.M SUBCONTRACTORWAY-HAVE.FAILED TO PAY,TO PROTECT YOURSELF,YOU SHOULD STIPULATE
SUBCONTRACTOR
'
IN THIS CONTRACT THAT,IEPORE ANY PAYMN7114S,MADE,YOURZON IR A6116k iS,RE0QIRED TO PROVIDE YOU WITH A
WRITTEN.RELEASE tFbEN FROM.ANY"PERSON1,011 COMPANY THAT"HAS PROVIDED TO YOU A"NOVETO OWNER."
FLORIDA'S CONSTRUCTION LltWLAW.IS-COMPLEX,AND IT IS RECOMMENDED THAT YO-U"CONSULT AN ATTORNEY.
PHOTO RELEASE:Qqstomar a's and Lowe!s 4mpkiyees:and Independent cont' right to-take photo grar�tsi to Low ractom..the graphs of the Premises where
Installation Services will be per(69ed and:alf'"work:pprfo!niedatiho. I Premi�49-refatbd,'to,,this(.,ontradt,andiiite�ocabygMnts to Lowe's all right,title and
interest in and to the photographs fppr use In alli'marktiftzand medk,-worldwide,'In perpetuity..Customer authorizes.1.9wei.'s to copyright,use and publish'the
pholographs,in print and/or electronically,and agrees:that Loi4e' my..usesuch photographs for any.liwfdI'purpose,Incl6ding,,but not limited to'marketing,
publicity;illustration-,italnlng,,a s r�d Web By ill allng here;Customer-agrees to the:foregoing; [Customer to4nitla.I!to the left].
T
Work
'to iooi� to- "diablilty,of contraObe endldr•any,spititclal.0i dr,o,r.cu�id ren"u -reasonab awi Merl mpA �Qood(p)which Is anticipated to be
011 irfditej..6i.Wate'a Contractor
completion date Is W2 In,clat.f.
Said estimated-';substant[61'cor�P16�dn'date.-Is not oUt.he essonCe.�`w staidmeni of any edhtingeriddsthat would, -materi.aiiii6hange said estimated substantial
completion date]a as1ollows:
(if applicable;insert 6!s6tem6nt of:such contingencies).
This Contract provides that all cOms'-by Customeror-Lowe.s Will be.rdsolv6d by BINDING ARBITRATIOJ4.6uitorner and Lt5wWs GIVE UP THE RIGHT
TO.GO TO, CO-L R*r tatnio-rcalf
Page l:of 3'.
' 'Pella
. I
N � Relabi t D
1 Qther
PS:E :Pri:ri`ng Warkshe-et - W nd :,ws
{Cornplp.,p and:FaX to tmtaller�
customer,^F+GFhn (J 12� Store:
Phone(home);:` f6. -.3 73 ' Phone(ce)I
Istall.A�3dress:.. `
i
Directionsr (
�.. braw the walls ww. here wir dows�ar&beirtg_replaced and label�the :-front-,_back; ir:s de or R-side
(as.seen-frorn :th; :stre.et)''.
2. Draw the vuiu�ds t}iat:are beng:'rep�laced on'-each wall.draWing_
3. Place a capital letter.beside eacK'- in4 in the.:drawing. 'WindcJ s vciith the same.dimensions
will have the.sare letter .Completehe inforrrtation::on the::next age:using th-e.correspanding
1
Fro nt
. I
i I
I
Back �
i
I
Riot
Lvtnr��itil ;
i
i
i
I
Florida Building Code Online Page 1 of 4
A
`I,���fi�A�"- ';�`$�' ,Q .��- "��,Y_�?�'s��w1 . �����,J.�.i `j .-.��_�, �'. '•�,�..n:�.�t g�,
BCIS Home I Log In User Registration Hot Topics Submit Surcharge I Stats&Facts 's Publications Contact Us BCIS Site Map I Links i Search
i
F;0iida
Product Approval
i.$_. 00
USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail ALL WORK SHALL COMPLY WITH PREVAILI
m
FL# FL16809-R4 CODES FLORIDA BUILDING CODE,
Application PP Type NATIONAL ELECTRIC CODE,
A T e Affirmation
Code Version 2017 AND THE CITY OF ZEPHYRHILLS
Application Status Approved ORDINANCES
Comments
Archived G
Product Manufacturer Pella Corporation
Address/Phone/Email 102 Main 02 �L=:�JYEU'I DA E EB 6019
Pella,IA 50219 �"". v� LL11
(641)621-6096 _ ��-
pella prod uctapproval@pel aC drrx OF ZEPHYRHU S
Authorized Signature Beth Phelps CLANS EXAMINER '
phelpsba@pella.com
Technical Representative TROY FARR
Address/Phone/Email 18600 NE WILKES ROAD
PORTLAND,OR 97230
(503)405-9176
tbfarr@pella.com
Quality Assurance Representative Pat Bortscheller
Address/Phone/Email 102 Main Street
Pella,IA 50219
(641)621-1000
PJBortscheller@pella.com
Category Windows
Subcategory Horizontal Slider
Compliance Method Certification Mark or Listing
Certification Agency Window and Door Manufacturer Association
Validated By Terrence E.Lunn, PE
L. Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
AAMA/WDMA/CSA 101/I.S.2/A440-11 2011
Equivalence of Product Standards
Certified By
I affirm that there are no changes in the new Florida Building
Code which affect my product(s)and my product(s)are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity ;:Yes C No 0-N/A
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTS TNdVP... 2/23/2019
Florida Building Code Online Page 2 of 4
Product Approval Method Method 1 Option A
Date Submitted 12/05/2017
Date Validated 12/05/2017
Date Pending FBC Approval
Date Approved 12/06/2017
Summary of Products
FL# Model,Number or Name Description
16809.1 250 Series Sliding Window 72"x 44"vinyl non-impact XO/OX sliding window with lock
stile reinforcement
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16809 R4 C CAC CCL 411-H-1463_18-,_19,..pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/24/2021
Design Pressure: +35/-35 Installation Instructions
Other:Configurations of glass shall conform to the current FL16809 R4 II Drawing 1869.pdf
ASTM E1300 standard. Verified By: Warren W.Schaefer P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16809 R4 AE Drawing 1869.pdf
Created by Independent Third Party:Yes
16809.2 250 Series Sliding Window 72"x 44"vinyl non-impact XO/OX sliding.window with lock
and meeting stile reinforcements.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16809 R4 C CAC CCL 411-H-1463.22 ,23.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/24/2021
Design Pressure: +50/-50 Installation Instructions
Other:Configurations of glass shall conform to the current FL16809_R4 II Drawing„1869_pdf
ASTM E1300 standard. Verified By: Warren W.Schaefer P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16809 R4 AE Drawing 1869 pdf
Created by Independent Third Party: Yes
16809.3 250 Series Sliding Window 108"x 44" 1/4 vent vinyl non-impact XOX sliding window
with lock stile reinforcement.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No EULU_0_9_ 4 CCL CCL 411-H-1463.02 .03_pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/06/2021
Design Pressure: +35/-35 Installation Instructions
Other:Configurations of glass shall conform to the current FL16809 R4 II Drawing 1869.pdf
ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16809,,,,R4 AE Draw ing..1869.pdf
Created by Independent Third Party:Yes
16809.4 250 Series Sliding Window 108"x 44" 1/4 vent vinyl non-impact XOX sliding window
with lock and meeting stile reinforcements.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16809 R4 C CAC CCL 411-H-1463 04 05 pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/06/2021
Design Pressure: +50/-50 Installation Instructions
Other:Configurations of glass shall conform to the current FL16809 R4 II Drawing 1869.pdf
ASTM E1300 standard. Verified By: Warren W.Schaefer P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL168Q_9 R4 AE Drawing 1869.pdf
Created by Independent Third Party:Yes
16809.5 250 Series Sliding Window 108"x 44" 1/3 vent vinyl non-impact XOX sliding window
with lock stile reinforcement.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16809 R4 C CAC CCL 411-H-1463 08 09
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/06/2021
Design Pressure: +35/-35 Installation Instructions
Other:Configurations of glass shall conform to the current FL16809 R4 II Drawing 1869.pdf
ASTM E1300 standard. Verified By: Warren W.Schaefer P.E.44135
Created by Independent Third Party: Yes
Evaluation Reports
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVP... 2/23/2019
Florida Building Code Online Page 3 of 4
FL16809 R4 AE Drawing 1869.1)df
Created by Independent Third Party:Yes
16809.6 250 Series Sliding Window 108"x 44" 1/3 vent vinyl non-impact XOX sliding window
with lock and meeting stile reinforcements.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16809 R4 C CAC CCL 411-H-1463.10 .11.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/06/2021
Design Pressure: +50/-50 Installation Instructions
Other:Configurations of glass shall conform to the current FL16809 R4 II Drawing 1869.1)df
ASTM E1300 standard. Verified By: Warren W.Schaefer P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16809 R4 AE Dowincl 1869.pdf
Created by Independent Third Party:Yes
16809.7 250 Series Sliding Window 52.25"x 62"vinyl non-impact XO/OX sliding window with
lock and meeting stile reinforcements.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16809 R4 C CAC-CCL-411-H 1463.58.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 10/12/2025
Design Pressure: +50/-50 Installation Instructions
Other:Configurations of glass shall conform to the current FL16809 R4 II Drawing 1869.pdf
ASTM E1300 standard. Verified By: Warren W.Schaefer,P.E.44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R4 AE Drawing 1869.pdf
Created by Independent Third Party:Yes
16809.8 250 Series Sliding Window 96"x 62"vinyl non-impact XO/OX sliding window with lock
and meeting stile reinforcements.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16809_R4 C CAC CCL=411-H-1463_SO,,pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 10/19/2025
Design Pressure: +30/-30 Installation Instructions
Other:Configurations of glass shall conform to the current FL16809 R4 II Drawing 1869..pdf
ASTM E1300 standard. Verified By: Warren W.Schaefer,P.E.44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R4 AE Drawing 1869 pdf
Created by Independent Third Party: Yes
16809.9 =250s Sliding Window 78"x 84.5"overall size vinyl non-impact XO/OX sliding
window with integral transom.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16809 R4 C CAC CCL 411-H-1463.24 25 pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/29/2021
Design Pressure: +25/-25 Installation Instructions
Other:Configurations of glass shall conform to the current FL16809 R4 II Drawing_186df
ASTM E1300 standard. Verified By: Warren W. Schaefer,P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16809 R4 AE Drawing 1869 pdf
Created by Independent Third Party:Yes
16809.10 250 Series Sliding Window 120"x 62"vinyl non-impact XOX 1/4 vent sliding window
with lock and meeting stile reinforcements.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16809 R4 C CAC CCL 411 H 1463.34.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 10/15/2025
Design Pressure: +25/-25 Installation Instructions
Other:Configurations of glass shall conform to the current FLi§, 49 R4 II Drawing_,1.$.6�pdf
ASTM E1300 standard. Verified By: Warren W.Schaefer,P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16809 94 AE Drawing..1869.odf
Created by Independent Third Party:Yes
16809.11 250 Series Sliding Window 120"x 62"vinyl non-impact XOX 1/3 vent sliding window
with lock and meeting stile reinforcements.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16809 R4 C CAC CCL-411-H-1463 38 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 10/15/2025
Design Pressure: +30/-30 Installation Instructions
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVP... 2/23/2019
Florida Building Code Online Page 4 of 4
Other:Configurations of glass shall conform to the current FL16809 R4 II Drawing 1869.pdf
ASTM E1300 standard. Verified By:Warren W.Schaefer, P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16809,-.R4_AE_Drawin,g.,1869,pdf
Created by Independent Third Party:Yes
16809.12 250 Series Sliding Window 96"x 72"vinyl non-impact XOX 1/4 vent sliding window with
lock and meeting stile reinforcements.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16809 R4 C CAC CCL-411-H-1463.42.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 10/13/2025
Design Pressure: +25/-25 Installation Instructions
Other:Configurations of glass shall conform to the current FL16809 R4 II Drawino 1869.pdf
ASTM E1300 standard. Verified By:Warren W.Schaefer 44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16809 R4 AE Drawing 1869.Ddf
Created by Independent Third Party:Yes
16809.13 250 Series Sliding Window 96"x 72"vinyl non-impact XOX 1/3 vent sliding window with
lock and meeting stile reinforcements.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16809 R4 C CAC CCL-411-H-1463.46 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 10/13/2025
Design Pressure: +25/-25 Installation Instructions
Other:Configurations of glass shall conform to the current FL16809 R4 II Drawing 1869.Ddf
ASTM E1300 standard. Verified By: Warren W.Schaefer 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R4 AE Drawin 1g 869.adf
Created by Independent Third Party:Yes
16809.14 250 Series Sliding Window 73.5"x 72"vinyl non-impact XO/OX sliding window with lock
and meeting stile reinforcements.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16809 R4 C CAC CCL-411-H-1463 54 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 10/19/2025
Design Pressure: +25/-25 Installation Instructions
Other:Configurations of glass shall conform to the current FL16809 R4 II Drawing 1869pdf
ASTM E1300 standard. Verified By: Warren W.Schaefer 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R4 AE Drawing 1869 Ddf
Created by Independent Third Party:Yes
Back Next
Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records,If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
sc.=
Credit Card
Safe
http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVP... 2/23/2019
GENERAL NOTES:
1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE FOR MAX. FRAME WIDTH, SEE PRESSURE TABLE ALL .Ws
I'IDT: M.
DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL ON THIS SHEET. Rx/Ry'.
BE BEYOND WALL FINISH OR STU=. FOR MAX. FRAME WIDTH, SEE PRESSURE TABLE .Ae
2. OPENINGS.BUCKING&BUCKING FASTENERS MUST BE ON THIS SHEET. 6" 6"
PROPERLY DESIGNED&INSTALLED TO TRANSFER WIND LOADS TO 4" MAX. 12" MAX. O.C. 12" MAX. O.C. 4" MAX. 3 a a
THE STRUCTURE
3. THESE NON-IMPACT RATED,PflODUCT INSTALLATIONS ARE IN Al 2" A2
ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE FLORIDA 3 3 s H
BUILDING CODE(FBC).
4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE z
TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF ( I
RESISTING CORROSION CAUSED BY THE PRESSURE TREATING I III^" 4" MAX.
CHEMICALS IN THE WOOD.5. MATERIALS.
INCLUDING BUT NOT LIMBED TO STEEL SCREWS, w� w j o
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS N= 81 FIN FASTENER WITHIN 2" Rn:T: B2
SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE vT v In v FRAME SCREWS WHERE SHOWN AT HEAD & SIDES.
CHAPTER 2D. 4 OF CORNERS & 4 1/2" 4 s
B. TO THE BEST OF OUR KNOWLEDGE THE PRODUCT SHOWN = CLUSTER FIN FASTENERS MAX. O.C. WHEN JOB = SEE "FRAME ANCHOR REQUIREMENTS TABLE' ON THIS
HEREIN IS CERTIFIED&QUALITY ASSURED BY A FLORIDA STATE w�' AT MEETING RAIL ENDS REQUIRED DESIGN w SHEET FOR REQUIREMENTS. (NOTE THAT WHEN JOB 0 =
APPROVED CERTIFICATION/OA ENTRY&SHALL BE LABELED IN =z SUCH THAT THERE AREA =z REQUIRED DESIGN PRESSURE IS OVER +/-35 A
ACCORDANCE WITH THE FOG AND THE FLORIDA DEPARTMENT OF -o PRESSURE IS OVER +/-35 w 0 FRAME FILLER MUST BE USED AT EACH FRAME -
BUSINESS&PROFESSIONAL REGULATION SPECIFICATIONS. J TOTAL OF 5 POSITIONED I PSF: 9" MAX. O.C. WHEN �w
PRODUCT ASSEMBLY 6 NOT PART OF THUS OPAWING AND SHALL 4Q m AS SHOWN. SEE 'FRAME JOB REQUIRED DESIGN Co SCREW, SEE SHEET 4 FOR PART DETAIL)
BE IN ACCORDANCE WITH THE MANUFACTURER'S QUALITY ¢ ANCHOR REQUIREMENTS <
ASSURANCE SPECIFICATIONS&TESTING REPORTS. PRESSURE IS +/-35 PSF I- ------- �
7_ CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE ANY OF THE FOLLOWING APPLY:1)PRODUCT FOR REQUIREMENTS.w� TABLE" ON THIS SHEET OR LESS. SEE "FRAME
CONSIDERED VOID IF ANCHOR REQUIREMENTS
IS INSTALLED W(1HOUT A BUILDING PERMIT FROM THE APPUCA13LE N Ln Z
LOCAL BUILDING DEPARTMENT. 2)PRODUCT IS INSTALLED BY p N TABLE" ON THIS SHEET o'^ o L-o
ANYONE OTHER TWIN A UCFNSED CONTRACTOR EXPERIENCED IV" O w LL / N O
INSTALLATIONS OF THIS TYPE OF PRODUCT. 3)IF CHANGES HAVE a I FOR REQUIREMENTS. OL j
OCCURRED 70 THE PRODUCTS CERTIFICATION ENTITY'S CERTIFICATE I ~�^
THAT CAUSE THESE INSTALAMONS TO BE INCORRECT OR ._L 4" MAX.
�ZGN
INCONSISTENT WITH WHAT HAS BEEN TESTED. r 0
B. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS EXTERIOR ELEVATION: C U�g
DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL CONTROL FOR INSTALLATION CLIPS WHERE EXTERIOR ELEVATION: as IN,-
THE INSTALLED PRODUCT. XO WINDOW SHOWN AT SILL. SEE "FRAME
9.THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. XO WINDOW � a'-a
WATER PROOFING OF THE INSTALLED PRODUCT IS NOT PART OF SCALE: 3/4" = 1'-0' ANCHOR REQUIREMENTS TABLE" I
THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE ON THIS SHEET FOR SCALE: 3/4" = 1'-O" z
THAT OF THE MANUFACTURER&/OR INSTALLER. (NAIL FIN MOUNT CONDITION) o
REQUIREMENTS. (FRAME SCREW AND CLIP MOUNT CONDITION) z
FRAME ANCHOR REQUIREMENTS TABLE rn
OPENING TYPE FRAME/CLIP/NAIL FIN TO MINIMUM MINIMUM �
(SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE DIST. csD
ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE
(1) FRAME SCREWS ALLOWABLE DESIGN ALL ALTERNATE ANCHORS IN THEIR SPECIFIED Z
MIN. 2X4 WOOD FRAME OR BUCK PRESSURE SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE
NO. 10 SMS OR WOOD SCREW 1 1/4" 3/4" WITH THEIR APPLICABLE STANDARD(S)AND ARE FOUND o zo
(MIN. GR.3 &G=0.55) (XO & OX UNITS) TO BE EQUIVALENT TO OR STRONGER THAN THE Tn 2w m
MIN. 18 GA 33 KS] METAL STUD N0. 10 GR.5 SELF TAP/DRILL SCREW FULL 1/2" MAX. MAX. ALLOWABLE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. w
MIN. 1/8"THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" FRAME 'FRAME PRESSURE _
MIN. 1/8"THK 6063-T5 ALUM. NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" WIDTH HEIGHT (t/- PSF) INSTALLATION EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS zQ 7
MIN. C-90 CMU OR 2500 PSI CONCRETE L2) 1/a"CONCRETE-SCREW 1 1/4" 2" (IN.) (IN.) AND/OR INFORMATION&RESULTS FROM APPLICABLE TEST REPORTS, THE to wa 1VF.
THAT IN FORCE AT THFLORIDA BUILDING E TIMON E OF THEEVALUATIOERED N. IN THE EVENT OF CODE a' W
. TH THE EVALUATION WAS w
(1) INSTALLATION CLIP SCREWS 52 1 a 62 50 w
VERSION CHANGES/UPDATES OR W TI/E EVENT THAT NEW OR ADDITIONAL V) w Z R
MIN. 2X4 WOOD FRAME OR BUCK 72 44 50 TESTING IS COMPLETED ON THE REFERENCED PRODUCT.PWOR TO STATINGF
NO. 10 SMS SCREW 1 1/4" 1/2" CODE COMPLIANCE WRH THE STATE,THE MANUFACTURER SHALL CONFIRM p J- z
(MIN. GR. 3&G=0.55) 73 1 2 72 25 WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE ti 10 U5 om
MTV. 18.GA 33 KSI METAL STUD N0. 10 GR. 5 SELF TAP DRILL SCREW FULL 1 2" 78 62 25 INSTALLATIONS SPECIFIED HERE-IN ARE CURRENT WITH 7};E THEN CURRENT CN t U Z
/ / TESTING.CODE AND APPLICABLE STANDARDS, n
MIN. 1/8"THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" 96 1 62 1 30 - �
MIN. 1/8"THK 6063-TS ALUM. NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" PRESSURE SHOWN IN THIS TABLE {{111°1siiii 8IS
3�s
2500 PSI CONCRETE (2) 1/4"CONCRETE SCREW 1 1/4 2" ONLOR ITNHE STALLATION GOVERNING CONDITIONS
..
Y. ........ W
(3)NAILING FIN FASTENERS PRESSURE ON THE WINDOWS
MIN. 2X4 WOOD FRAME OR BUCK NO. 8 SMS SCREW 1 3/8" 1/2" SHALL BE THE LESSER OF THAT : Sm C1" w %U a(MIN. GR.3&G=0.55) SHOWN IN THE INDIVIDUAL Z
MIN. 2X4 WOOD FRAME OR BUCK WINDOWS STATE APPROVAL OR -MDo at
t I GA ROOFING NAIL 1 3/8" 1/2" THAT SHOWN IN THIS TABLE t) N`LL'1 LL
(MIN. GR.3 &G=0.55) �� j D h 3n
NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' %
MIN. 1/8-THK A36 STEEL
(1)FRAM /8-E THK
ATION UP SCREWS O. 8 GR. 5 SELF
A PAN OR TAP/DRILL
HEAD SCREW.FULL 1/2"
i��'''6��M
(2)CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (5.5.), TTW THESE ow,w GS ARE APPLIfABIE ONLY TO THE PRODUCT DRAWING NO. REV.
RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S.). EDIFIED.THEY
MAY NOT BE USED FOR THE ASSEMBLY 1869 B
FIODF,
TI/OR INSTALLATION OF ANY OTHER PRODUCT NOR MAY
(3)WHEN SCREWS ARE USED WITH THE NAIL FIN, THEY MUST BE A WAFFLE HEAD SCREW OR HAVE EY BE USED FOR RATIONAL ANTI/OR LOCAL APPROVAL SHEEP NO.
A FLAT WASHER AT THE SCREW HEAD. ANY PRODUCT NOT PRODUCED W THE MANUFACTURER 1 OF5
TED ON THESE DRAWINGS
oxnww ar: cnccvrn ery
wnx w.vs
aim: wm
120" MAX. FRAME WIDTH
Al 2" 2" <
3
. . . . . . . . . . . . . . .
j CLUSTER FIN FASTENERS AT MEETING RAIL ENDS
81 I SUCH THAT THERE ARE A TOTAL OF 5 POSITIONED AS
4 v SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE"
i I ON SHEET 1 FOR SCREW REQUIREMENTS. z
FIN FASTENER WITHIN 2" OF CORNERS & 4 1/2" MAX.
O.C. WHEN JOB REQUIRED DESIGN PRESSURE IS OVER
+/-35 PSF: 9" MAX. O.C. WHEN JOB REQUIRED DESIGN
N PRESSURE IS +/-35 PSF OR LESS. SEE "FRAME
ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR I ALLOWABLE DESIGN
REQUIREMENTS. PRESSURE o
z
(XOX UNITS) 3 F w^o
rI
N
MAX. MAX. ALLOWABLE Z p a
�o
EXTERIOR ELEVATION: FRAME FRAME PRESSURE 3 �z¢N
WIDTH HEIGHT (+/- PSF) o< m
XOX WINDOW (IN.) (IN.) c~i "qq 5!
SCALE: 3/4" = V-O' 96 72 25 W a
(NAIL FIN MOUNT CONDITION) 108 44 50 Z o
120 62 30 p
PRESSURE SHOWN IN THIS TABLE z
120" MAX. FRAME WIDTH S FOR INSTALLATION CONDITIONS K
cn
12" MAX 6" 6" 6" 6" 12" MAX ONLY. THE GOVERNING DESIGN
4" MAX. O.C.C 12" MAX. O.C. O.C.C 4" MAX. PRESSURE ON THE WINDOWS
SHALL BE THE LESSER OF THAT O
A2 SHOWN IN THE INDIVIDUAL z
3 WINDOWS STATE APPROVAL OR coo
THAT SHOWN IN THIS TABLE. N zc
W
4" MAX.
j % D Q zdh
= 84 v FRAME SCREWS WHERE SHOWN AT w WaZ g <
HEAD & SIDES. SEE "FRAME I w ��B
_ ANCHOR REQUIREMENTS TABLE" ON V) W z
SHEET 1 FOR REQUIREMENTS. (NOTE �_ o �0 ��Nmo
qa THAT WHEN JOB REQUIRED DESIGN x -10 cy V)
LL PRESSURE IS OVER +/-35 A „3Z^ate
FRAME FILLER MUST BE USED AT N ` `�{{Illllff� 3
EACH FRAME SCREW, SEE SHEET 4 I 0�R �cm �/�� 3•S
NFOR PART DETAIL) ................ � w
4" MAX. ct N D
% z
CIO-
INSTALLATION CLIPS WHERE EXTERIOR ELEVATION: �!y •,z `'`'` 3�
ANCHORA
AREQUIREMENTS SHOWN T SILL SEE TABLE"ME
XOX WINDOW
SCALE: 3/4" =
ON SHEET 1 FOR. 1'-0"
REQUIREMENTS. (FRAME SCREW AND CLIP MOUNT CONDITION) oRnwiN N0' REV.
1869 B
SHEET N0.
2 of 5
' DMwN BY: LHDXD)BY:
WA4 4HA
Plpt: MlL
03/M/1�
78" MAX. FRAME WIDTH
78" MAX. FRAME WIDTH
SIMILAR 4" MAX. 12" MAX. O.C. 4" MAX.
Al SIMILAR
3 A2 0
4" MAX.
CLUSTER FIN FASTENERS AT MULLION & MEETING RAIL D
ENDS SUCH THAT THERE ARE A TOTAL OF 5 B2
POSITIONED AS SHOWN. SEE "FRAME ANCHOR 4 v 12" MAX. O.C.
REQUIREMENTS TABLE' ON SHEET 1 FOR
REQUIREMENTS. W2" 3"
3" z
V
3" Z oNco
a
¢ 4 a v F
FIN FASTENER WITHIN 2 S
" 4 FRAME SCREWS WHERE < w w v
OF CORNERS & 9" MAX. I SHOWN AT HEAD & SIDES. Gl' a O
O.C. SEE "FRAME ANCHOR SEE "FRAME ANCHOR Z I a
N REQUIREMENTS TABLE" ON REQUIREMENTS TABLE" ON o z
SHEET 1 FOR SHEET 1 FOR z
REQUIREMENTS. I I REQUIREMENTS. ' rn
INSTALLATION CLIPS WHERE
j SHOWN AT SILL. SEE z
"FRAME ANCHOR o a
I I REQUIREMENTS TABLE" ON V zc
SHEET 1 FOR
REQUIREMENTS. j z zv �N
I I J j
4" MAX. S z
Q w w4
d � ab
2" MAX. Ld
" 8" h ?^�o
4" MAX. 12" X. O.C. 12" MAX. O.C. 4" MAX.
EXTERIOR ELEVATION: -N U)CA
XO OR OX WINDOW WITH TRANSOM EXTERIOR ELEVATION: �3c�,
NAIL FIN M� UNT CONDITION XO OR OX WINDOW WITH TRANSOM �� si s3as
( ) ALLOWABLE DESIGN PRESSURE SCALE: 3/4" = 1'-0" F
TRANSOM UNITS Q� w
(FRAME SCREW AND CLIP MOUNT CONDITION) Z;;� CO
+ -25 PSF ;y o o;> 03
o o* y�0eo - o �z
Z w 3a
/ti
DRAWING NO. REV.
1869 B
SHEET N0.
3 OF 5
DRI.WN BY: OIECKED BY'
FIN FASTENER PER FRAME SCREW PER-
ELEVATION ELEVATION
SEALANT BY OTHERS SUBSTRATE BY OTHERSSUBSTRATE•BY-
OTHERS PER FRAME SCREW OTHERS PER SEALANT BY OTHERS SUBSTRATE BY
BEHIND NAIL FIN "FRAME ANCHOR PER ELEVATION "FRAME ANCHOR BEHIND FRAME FLANGE "FRAME ANCHOR
OTHERS PER a
REQUIREMENTS ENTS
s ,,• ,,. ,;• REQUIREMENTSREQUIREM
TABLE" TABLE" REQUIREM
TABLE"
MAX. 1/4" MAX. SHIM 1/4" MAX. SHIM
SPACE , .'r AT EACH ANCHOR 1 : AT EACH ANCHOR o
SEALANT BY O p SEALANT BY (
OTHERS OTHERS SEALANT BY
OTHERS
� 0 Ul
O o 2 1 ❑ SEAL SPACE WITH r
LOW EXPANSION
FOAM AROUND =
4 4 PERIMETER OF w
FRAME FILLER FRAME FILLER WINDOW FRAME
SEAL SPACE SEAL SPACE EXTERIOR
EXTERIOR EXTERIOR 3 �C'�o
WITH LOW WITH LOW
EXPANSION r EXPANSION r 0 o
FOAM AROUND C FOAM AROUND z o
PERIMETER OF = PERIMETER OF --
WINDOW W WINDOW w ALTERNATE SECTION A2 r O a
FRAME FRAME SCALE: 1/2 FULL 3 a 3 w a
(FRAME SCREW MOUNT CONDITION WITH FLANGE) aka
I
z
SHIM AS REQ'D TO a SHIM AS REQ'D TO O z 15
SUPPORT & ALIGN SUPPORT &ALIGN m g -,
WINDOV! WINDOW
cD g"
�a �a
3 z
INSTALLATION
:3 cDo
SEALANT BY p SEALANT BY p CUP En �`m
OTHERS OTHERS w¢ m
1/4" MAX. j 6�a��
SPACE [1/4" MAX. W¢
MAX. 3/16" SHIM SPACE W
THICK X 3" Lo LL Z N
• -... :?.';:s: '' .. :. ... .:, LONG SHIM r
r. :... •: AT EACH CLIP o
SEALANT BYT'OTHERSt .; SUBSTRATE BY SUBSTRATE BY OTHERS' INSTALLATION CUP SCREW PER `V oz
BEHIND NAIL FIN OTHERS PER PER "FRAME ANCHOR FRAME ANCHOR REQUIREMENTS 3coi a
FIN FASTENER PER�7 FRAME ANCHOR REQUIREMENTS TABLE" I/
ELEVATION TABLEREMENTS SECTION TABLE" (2 PER CLIP). .�P��* �����' 3�{
SECTION A SCALE: 3/4 FULL 3 ........
•'• o
SCALE: 3/4 FULL 3 Z.4u �
(FRAME SCREW & INSTALLATION CLIP MOUNT _- ? — 0 � m
(NAIL FIN MOUNT) CONDITION) - :w a o;
�3:0 0
z :G�(q w sw
......... '"•`
/�i bM �P��.•'
DNA ING NO. NEV.
1869 B
SHEEP NO.
4 OF 5
1 4" MAX. SHIM
1/4" MAX. SHIM nx .s
1/4" MAX' FRAME WIDTH-- FRAME HEIGHT— / FRAME HEIGHT
SPACE AT EACH ANCHOR AT EACH ANCHOR ova/+a
SEAL SPACE WITH LOW
SEAL SPACE WITH
LOW EXPANSION SEAL SPACE WITH LOW EXPANSION FOAM AROUND
FOAM AROUND EXPANSION FOAM AROUND PERIMETER OF WINDOW a
SUBSTRATE BY PERIMETER OF SUBSTRATE BY PERIMETER OF WINDOW SUBSTRATE BY FRAME
OTHERS PER WINDOW FRAME OTHERS PER FRAME OTHERS PER
"FRAME ANCHOR "FRAME ANCHOR;;; `FRAME ANCHOR ❑
REQUIREMENTS REQUIREMENTS p z
TABLE` ❑� p TABLE" ❑ REQUIREMENTS
� TABLE"
FIN FASTENER
PER n
PER ELEVATION ME SCREW _ o
o� E ELEVATION Q
FRAME SCREW o D
SEALANT BY PER ELEVATION - ° SEALANT BY 4
OTHERS ° 4 OTHERS BEHIND �. 0 0 FRAME FILLER
BEHIND NAIL FRAME FILLER FRAME FLANGE
FIN SEALANT BY
SEALANT BY 2 1 OTHERS EXTERIOR
SEALANT BY OTHERS
OTHERS EXTERIOR z
EXTERIOR SECTION g2 0 o 0
SECTION B1 SCALE: 3/4 FULL
SCALE: 3/4 FULL 4 ALTERNATE SECTION g2 3 Z
(NAIL FIN MOUNT) FRAME SCREW MOUNT CONDITION �a
SCALE: 1/2 FULL 4
(FRAME SCREW MOUNT CONDITION WITH FLANGE) g��
i
0.375 z
o
CONTINUOUS WOOD MEMBER LESS 0.604 -{ ^I 1.020 z
IN THICKNESS THAN A 2X_ BUCK 0.500 � -� f
TO BE MIN. 3 1/2" DEEP (NOT SUBSTRATE BY OTHERS 0.225�
REQUIRED WHEN SHIM SPACE IS PER 'FRAME ANCHOR
WITHIN ALLOWABLE DIMENSIONS REQUIREMENTS TABLE' D LENGTH = 3.000"
}
SHOWN IN SECTIONS). /// 0.604—{ 2.485 B 3.000 ®FRAME FILLER z
,t.•. (RIGID PVC)
0.860 II��J[TL (NOTE THAT WHEN zo
03 m
+510t JOB REQUIRED w�
SEALANT BY�� 0 ❑ 0.059I 0.059 DESIGN PRESSURE 5 cz-D`� n
OTHERS Oj FRAME FLANGE OFRAME FLANGE IS OVER +/-35 A zQ
(RIGID PVC) (RIGID PVC) FRAME FILLER MUST w Wa 3a:
1.325 BE USED AT EACH FE w
o r 0.060 FRAME SCREW) of z U3�
FRAME SCREW PER
ELEVATION & `FRAME 7— ~ W
4 ANCHOR REQUIREMENTS 0.293J -N NIn ra
TABLE' 3OINSTALIATION CLIP
EXTERIOR - '3z
Q (RIGID PVC)
0
�C �"
OPTIONAL DIRECT MOUNT DETAIL - o? o N a
ca
TO SUBSTRATE WITH SPACER :3�`% o N F
(HEAD SECTION SHOWN; SIDES ARE INSTALLED THE SAME) Z
(DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SILL) '�i 6y ••
(FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS)
DRAWING NO. REV.
1869 B
SHEEP NO.
5 DF 5
Page 1 of 3
' I
Product A N3roval Menu.>Product or Application Search>Application List>Application Detail
FL N FL16812-113
Application Type Affirmation
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer 1 Pella Corporation
Address/Phone/Email 102 Main St.
Pella,IA 50219
(641)621-6096
pellaproductapproval@pella.com
Authorized Signature Beth Phelps
phelpsba@pella.com
Technical Representative TROY FARR
Address/Phone/Email 18600 NE WILKES ROAD
PORTLAND,OR 97230
(503)405-9176
tbfarr@pella.com
Quality Assurance Representative Pat Bortscheller
Address/Phone/Email 102 Main Street
Pella,IA 50219
(641)621-1000
PJBortscheller@pella.com
Category Windows
Subcategory Single Hung
i
Compliance Method Certification Mark or Listing
Certification Agency Window and Door Manufacturer Association
Validated By Terrence E.Lunn,PE
0 Validation Checklist-Hardcopy Receive d
i
Referenced Standard and Year(of Standard) Standard I Year
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
AAMA/WDMA/CSA 101/I.S.2/A440-11 2011
' I
Equivalence of Product Standards
Certified By
I
' 11 affirm that there are no changes in the pew Florida Building Code which affect my
product(s)and my product(s)are in compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity 0Yes QNo CAN/A
Product Approval Method Method 1 Option A
Date Submitted 12/05/2017
Date Validated 12/05/2017
Date Pending FBC Approval
Date Approved 12/06/2017 j
I
i
http://www.floridabuilding.org/pr/P _app_otl.aspx?param=wGEVXQwtDgtmmTSTNdVP... 2/23/2019
Page 2 of 3
Summary of Products
FL# Model,Number or Name Description
16812.1 250 Series Single Hung Window 36"x 63"vinyl non-impact single window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16812 R3 C CAC CCL 411:-H-1462.06 .07.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract expiration Date
Impact Resistant:No 08/06/2021
Design Pressure:+35/-35 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM E1300 FL16812 R3 II Drawing 1867.pdf
standard. Verified By:Warren W.Schaefer P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867.pdf
Created by Independent Third Party:Yes
16812.2 250 Series Single Hung Window 48"x 84"vinyl non-impact single window with fully reinforced stiles&
rails I
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16812 R3 C CAC CCL 411-H-1462.08 .09.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract�Expiration Date
Impact Resistant:No 08/06/2021
Design Pressure:+35/-35 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM E1300 FL16812 R3 1I Drawing 1867.pdf
standard. Verified By:Warren W.Schaefer P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports {
FL16812 R3 Al- Drawing 1f867.pdf
Created by Independent Third Party:Yes
16812.3 250 Series Single Hung Window 54"x 66"vinyl non-impact single window with fully reinforced stiles&
rails&HP package 1
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16812 R3 C CAC CCL AI I-H-1462.14 .15_Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract'Expiration Date
Impact Resistant:No 08/13/2021
Design Pressure:+501-50 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM El300 FL 16812 R3 I1 Drawing 1867.pdf
standard. Verified By:Warren W.Schaefer P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
i
FL-16812 R.3 AE_Drawing 1867;pdf
Created by Independent Third Party:Yes
16812.4 250 Series Single Hung Window 48"x 72"vinyl non-impact single window with filly reinforced stiles&
rails&HP package
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16812 R3 C CAC CCL 411-H-1462.16 .17.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract+Expiration Date
Impact Resistant:No 08/13/2021
Design Pressure:+501-50 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM E1300 FL16812 R3 II Drawing 1867.Ddf
standard. Verified By:Warren W.Schaefer P.E.44135
Created by Independent Third,Party:Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867,pdf
Created by Independent Third,Party:Yes
16812.5 250 Series Single Hung Window 72 1/2"x 63"vinyl non-impact double window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL_L68I2 R3 C CAC CCL 4I -H_I462_00,01.pdf
Approved for use outside 14VHZ:Yes Quality Assurance Contract;Expiration Date
Impact Resistant:No 06/14/2021
Design Pressure:+35/-35 Installation Instructions
Outer:Configurations of glass shall conform to the current ASTM E1300 FL16812 R3 11 Drawing 1867.Ddf
standard. Verified By:Warren W.Schaefer P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867.pdf
Created by Independent Third:Party:Yes
http://www.floridabuilding.org/pr/pr_app dt1.aspx?param=wGEVXQwtDgtmmTSTNdVP... 2/23/2019
Page 3 of 3
16812.G 250 Series Single Hung Window 96"x 72"vinyl non-impact do ble window with fully reinforced stiles&
rails
Limits of Use Certification Agency Certificate
Approved for use in IIVHZ:No FL16812 R3 C CAC CCL 4:11-H-1462.18 .19.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract I Expiration Date
Impact Resistant:No 08/09/2021
Design Pressure:+35/-35 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM 1-1300 FL16812 R3 II Drawing I$6TO
standard. Verified By:Warren W.Schaefer P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867.Rdf,
Created by Independent Third Party:Yes
16812.7 250 Series Single Hung Window 72"x 65 1/2"vinyl non-impactdouble window with fully reinforced stiles
&rails&HP package
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16812 R3 C CAC CCL Oil 1-H-1462.20 .21.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/09/2021
Design Pressure:+50/-50 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM E1300 FL16812 R3 11 Drawing 1867.0
standard. Verified By:Warren W.Schaefer P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports i
FL16812 R3 AE Drawine 186=7.pdf
Created by Independent Third Party:Yes
16812.8 250 Series Single Hung Window 108"x 63"vinyl non-impact triple window
Limits of Use Certification Agency Certificate
Approved for use in IIVH'Z:No FL16812 R3 C CAC CCL 411-H-1462.00 .01.udf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 06/14/2021
Design Pressure:+35/-35 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM E1300 FL16812 R3 11 Drawing 186 .pdf
standard. Verified By:Warren W.Schaefer P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867.pdf
Created by Independent Third Party:Yes
16812.9 250 Series Single Hung Window 48"x 84"vinyl non-impact single window with transom with fully
reinforced stiles&rails
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16812 R3 C CAC CC L 462.04 OS,pddf
Approved for use outside HVHZ:Yes Quality AssuranceContract Expiration Date
Impact Resistant:No 08/09/2021
Design Pressure:+35/-35 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM E1300 FL16812 R3 11 DrawingI 867.pddf
standard. Verified By:Warren W.Schaefer P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867.adf
Created by hndependent Third Party:Yes
16812.10 250 Series Single Hung Window 42"x 83.5"vinyl non-impact single window with fully reinforced stiles&
rails&HP package
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16812 R3_C_CAC CCL_PEL-H-1462.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 11/04/2025
Design Pressure:+501-50 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM E1300 I-L16812 R3 11 Drawing 1867.adf
standard. Verified By:Warren W.Schaefer 44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867.odf
Created by Independent Third Party:Yes
i
littp://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVP... 2/23/2019
GENERAL NOTE5
eA4 N,NS
1- ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO FOR MAX. FRAME WIDTH, SEE FOR MAX. FRAME WIDTH, SEE_I mnu MT[
BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. NOTE BELOW Ai NOTE BELOW °}/05��•
2. OPENINGS,BUCKING&BUCKING FASTENERS MUSE BE PROPERLY DESIGNED&INSTALLED TO TRANSFER
WIND LOADS TO THE STRUCTURE `} -
S THESE TO
RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE
REOUIREMENTS OF THE FLORIDA BUILDING CODE(FBC).
4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL 4" MAX.
BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. to _
S MATERIALS,INCLUDING BUT NOT UNITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER
DISSIMILAR MATERIALS SMALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20.
6. TO THE BEST OF OUR KNOWLEDGE,THE PRODUCT SHOWN HEREIN IS CERTIFIED&OUNITY ASSURED FIN FASTENER WITHIN 2"
BY A FLORIDA STATE APPROVED CERTIFICATION/OA ENTRY&SHALL BE LABELED IN ACCORDANCE WITH THE OF CORNERS & 4 1/2" FRAME SCREWS WHERE SHOWN
FBC AND THE FLORIDA DEPARTMENT OF BUSINESS&PROFESSIONAL REGULATION SPECIFICATIONS MAX. O.C. WHEN JOB AT SIDES. SEE "FRAME ANCHOR c k PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE
MANUFACTURER'S GUAM ASSURANCE SPECIFICATIONS&TESTING REPORTS REQUIRED DESIGN REQUIREMENTS TABLE" ON THIS
7. CCRSIFICATK)N OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE PRESSURE IS OVER +/-35 SHEET FOR REQUIREMENTS. s
FOLLOWING APPLY. T)PRODUCT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL Ct PSF; 9" MAX. O.C. WHEN OJ C2 (NOTE THAT WHEN JOB
BUILDING DEPARTMENT. 2)PRODUCT IS INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR 5 JOB REQUIRED DESIGN m 5 REQUIRED DESIGN PRESSURE IS
EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT. 3)IF CHANGES HAVE OCCURRED TO THE -35 A FRAME FILLER
PRODUCT'S CERTIFICATION ENRIYS CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR PRESSURE IS +/-35 PSF w OVER +/ -
INCONSISTENT WITH WHAT HAS BEEN TESTED. o MUST BE USED AT EACH FRAME
& THE LEST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION OR LESS. SEE "FRAME Z SCREW, SEE SHEET 5 FOR
SHALL CONTROL FOR THE INSTALLED PRODUCT. ANCHOR REQUIREMENTS
9.THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED TABLE" ON THIS SHEET w PART DETAIL)
PRO DUCT IS NOT PART OF THIS WSTALIATION CERTIFICATION. THAT RESPONSIBIUIY SHALL BE THAT OF THE FOR REQUIREMENTS. Z rA /
MANUFACTURER&/OR INSTALLER. / _ 61.�
P
s 0 0 L"
3 oz:9
WSTA kDON EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS AND/DR INFORMTION&RESULTS - <�
FROM APPUCABLE TEST REPORTS. THE FLORIDA BUILDING CODE VERSION CONSOERED WITH THE CLUSTER FIN FASTENERS AT x F-
EVALUATION WAS THAT W FORCE AT THE TIME OF THE EVALUATION. IN THE EVEN OF CODE VERSION G S w
MEETING RAIL ENDS SUCH THAT
CHANGESN��OR IN THE EVENT THAT NEW OR AOOIf10NAl TESTING 5 COMPLETED ON THE a w REFERENCED
PRODUCT,PRIOR TO STATING CODE COMPLIANCE WITH THE STATE THE MANUFACTURER SHALL THERE ARE A TOTAL OF 5 m a
CONFIRM WITH THE NWAUATION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS SPECDIED POSITIONED AS SHOWN. SEE I
HERE-IN ME CURRENT WITH THE THEN CURRENT TESTING,CODE AND APPUCABLD STANDARDS
"FRAME ANCHOR REQUIREMENTS 0 W
FRAME ANCHOR REQUIREMENTS TABLE TABLE" ON THIS SHEET FOR =
OPENING TYPE FRAME/CLIP/NAIL FIN TO MINIMUM MINIMUM REQUIREMENTS. B7 z
(SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE DIST. 4
(1) FRAME SCREWS _ _ L
MIN. 2X4 WOOD FRAME OR BUCK 4" MAX N0. 10 SMS OR WOOD SCREW 1 1/4" 3/4" 0 z
(MIN..OR. 3&C=0.55) O
Z.
_T
t
MIN. 18 GA.33 KSI METAL STUD NO. 10 GR. 5 SELF TP/DRI'LL SCREW FULL 1/2"
MIN. 1/8"THK A36 STEEL NO. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2" EXTERIOR ELEVATION: EXTERIOR ELEVATION: tr z'E?,L^<
MIN. 1/8"THK 6063-TS ALUM. N0. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2" SINGLE WINDOW SINGLE WINDOW
MIN.C-90 CMU OR 2500 PSI CONCRETE (2) 1/4"CONCRETE SCREW 1 1/4" 2' SCALE 3/4" = 1'-0" SCALE: 3/4" = V-0" w w��iS
Of
(1) INSTALLATION CLIP SCREWS (NAIL FIN MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION) w U Lz_ �
MIN. 2X4 WOOD FRAME OR BUCK w5 2
(MIN. GR. 3&G=0.55) NO. 10 SMS SCREW 1 1/4" 1/2" Ioj- o
MIN. 18 GA 33 KSI METAL STUD NIT 10 R.SSECFTAF/DRILL SCREW FULL 1/2— — �E:—FOR-MAX.-SINGLE— --SIDE—JAMB— N-t-N-Z-- = --------. --
MIN. 1/8"THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" WINDOW FRAME DIMENSIONS ANCHOR- a`"IttI1111111,�_-- =3c0.Y a
MIN. 1/8"THK 6063-T5 ALUM. NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" AND ALLOWABLE DESIGN SPACING TABLE Jo Q. *B33NA��,� u3'�
2500 PSI CONCRETE (2) 1/4" CONCRETE SCREW 1 1/4" 2" MAXIMUM MAXIMUM `����;•"���•••.•y
(3)NAILING FIN FASTENERS PRESSURE, SEE APPLICABLE W
FRAME O.C. 1 Q:
FLORIDA APPROVAL WIDTH SPACING _Z;W 0 o;
MIN. 2X4 WOOD FRAME OR BUCK =U;y •r 6• ,o ti
N0. 6 SMS SCREW t 3/8" t/2" (IN-) (IN.) C o: �, »
(MIN. GR. 3&G=0.55) =N:z r•� ta-�S E`
MIN. 2X4 WOOD FRAME OR BUCK 54 12 .0 rn No
11 GA ROOFING NAIL 1 3/8" 1/2• -Z :5j 0 z
(MIN. GR. 3&G=0.55) 48 13 r.
y•'••.Z
8-THK
EL NO. 8 GR.5 SELF TAP/DRILL SCREW FULL 1/2'
MIN!N/8/THK 6063675�ALUM. NO. B GR.5 SELF T P/DRILL SCREW FULL 1/2" ALTERNATE
RN TE ATE OR/SU�INTHETR SPECIFIED Om Al
,QQO` �'•;\ za
(1)FRAME AND INSTALLATION CUP SCREWS SHALL BE A PAN OR HEX HEAD SCREW. SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE
WITH THEIR APPLICABLE STANDARDS AND ARE FOUND
(2)CONCRETE SCREWS SHAl1 BE ELCO UL7RACONS (C.S.), ELCO CREfE-FLEX (S.S.), TNT JTHESE oRAwwGs ARE MPuaeLL oHLr To THE PROOVOT DRAWIuc No. REv.
TO BE EQUIVALENT TO OR STRONGER THAN THE SPEOFIED.THEY Mr NOT BE USED FOR THE AZEANBLY
RAMSET/RED HEAD TPCONS(C.S. OR 5.5.) OR HILTI KWIK-CON II(C.S OR S.S.). 'I$6] A
3)WHEN SCREWS ARE USED WITH THE NAIL FIN,THEY MUST BE A PAN HEAD OR WAFFLE HEAD ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. THEYAND/OR IUSEDFOR of ANY mNrn PRODUCT uoa Mr
( SCREW OR HAVE A FLAT WASHER AT THE SCREW HEAD. iFEr BE USED T N OTAPROD MD/OR tE ArAmR SHEET No.
OF ANY PRODUCE NOT PRODUCED DY 111E MNUFALNRER
SEATED ON MESS DRAvnNGS. 1 OF 5
o
48'MAX. FRAME WIDTH
At a
4
FOR MAX. OVERALL FRAME WIDTH, SEE SIDE-BY-SIDE WINDOW
SIZE/PRESSURE TABLE ON THIS SHEET
j CLUSTER FIN FASTENER
-ifI I 2" 2' 41 SCREWS AT MULLION ENDS a
III I—IT SUCH THAT THERE ARE A o
2' TOTAL OF 3 POSITIONED AS
SHOWN. SEE 'FRAME ANCHOR TS
TABLE" ONESHEET 1NFOR
w I CLUSTER FIN FASTENER SCREWS AT MULLION = j SCREW REQUIREMENTS.
ENDS SUCH THAT THERE ARE A TOTAL OF 3 (NOTE THAT ROOFING NAILS
w N POSITIONED AS SHOWN. SEE "FRAME ANCHOR = ARE NOT APPLICABLE AT
REQUIREMENTS TABLE" ON SHEET 1 FOR w
MULLION END CLUSTERS)
r,,, Cl SCREW REQUIREMENTS. (NOTE THAT ROOFING CLUSTER AN FASTENERS
_ = 5 v NAILS ARE NOT APPLICABLE AT MUWON END w
CLUSTERS) 2" C1 AT MEETING RAIL ENDS o t5 o
x N 5 v SUCH THAT THERE ARE A 3 >=w�^o0
TOTAL OF 5 POSITIONED AS o ow
o 02" SHOWN. SEE "FRAME v o �'
3 0 I j o ANCHOR REQUIREMENTS o a s
w ¢ — TABLE" ON SHEET I FOR
o IN FASTENER WITHIN 2" OF CORNERS & CLUSTER FIN FASTENERS AT
n¢ MEETING RAIL ENDS SUCH THAT j REQUIREMENTS. ¢ g o w
4 t 2" MAX. O.C. WHEN JOB REQUIRED DESIGN o
} PRESSURE IS OVER +/-35 PSF; 9" MAX. 0.C_ THERE ARE A TOTAL OF 5 a
o m WHEN JOB REQUIRED DESIGN PRESSURE IS +/-35 POSITIONED AS SHOWN. SEE z
"FRAME ANCHOR REQUIREMENTS FIN FASTENER WITHIN 2'
N PSF OR LESS. SEE 'FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR OF CORNERS & z
TABLE" ON SHEET 1 FOR REQUIREMENTS. REQUIREMENTS. 81 9" MAX. O.C. SEE 'FRAME c�
4 j ANCHOR REQUIREMENTS z g
TABLE' ON SHEET I FOR =
---- B1 REQUIREMENTS. w
c� a
z coo
rn zoo
EXTERIOR ELEVATION: z w<
SIDE-BY-SIDE WINDOW s E5
SCALE: 3/4' = 1'-0' EXTERIOR ELEVATION: cow „Y
(NAIL FIN MOUNT CONDITION) SINGLE WINDOW WITH TRANSOM Lu wa RE;
SCALE: 3/4' = V-0" y w z
_ALLOWABLE_ SIDE-BY=SIDE
(NAIL FIN MOUNT CONDITION) ftlo qin=�_
N
WINDOW SIZE/PRESSURE ----- -- - - _ _9-30� ` —
TABLE ALLOWABLE DESIGN PRESSURE
MAXIMUM MAXIMUM ALLOWABLE (TRANSOM UNITS ONLY) u3�
OVERALL FRAME PRESSURE /
FRAME HEIGHT (+/- PSF) + -35 PSF \\\
WIDTH DIMENSION `%�Q�.�io •...,y�i o N
DIMENSION (IN.) 6 J4, t_co LL
TRIPLE WINDOW =3
109 1 63 1 35 hO�
DOUBLE WINDOW '��66b'•••...».-•'h`? 3�
96 72 1 35 4 /1pRO i,��� oRn N NO. REV.
72 65 1 2 50
1867 1 A
SHEET NO.
2 OF 5
R91: MiE:
df/OS/1•
FOR MAX. OVERALL FRAME WIDTH. SEE SIDE-BY-SIDE WINDOW
SIZE/PRESSURE TABLE ON THIS SHEET 48" MAX. FRAME WIDTH� 3
INDIVIDUAL WINDOW WIDTH INDIVIDUAL WINDOW WIDTH INDIVIDUAL WINDOW WIDTH
3" T3" 4" MAX.
4" MAX- 13 1/4" 13 1/4" 13 1/4' 4" MAX. j
MAX. O.C. MAX. O.C. MAX. O.C.TA2 0
4' MAX
I / FRAME SCREWS WHERE SHOWN AT HEAD & 3"
SIDES. SEE 'FRAME ANCHOR REQUIREMENTS 3"
TABLE" ON SHEET 1 FOR REQUIREMENTS. (NOTE _
v=i THAT WHEN JOB REQUIRED DESIGN PRESSURE FRAME SCREWS WHERE SHOWN w
w w IS OVER +/-35 A FRAME FILLER MUST BE AT SIDES. SEE "FRAME ANCHOR =
52 v USED AT EACH FRAME SCREW. SEE SHEET 5 0 REQUIREMENTS TABLE' ON SHEET
W N N I FOR PART DETAIL) C2 1 FOR REQUIREMENTS. Z
7J_
6" 5 v 30
4aWoo
Zo I 6 6 ozSN
U aa
w INSTALLATION CLIPS WHERE SHOWN AT SILL z
SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON o
i SHEET 1 FOR REQUIREMENTS. z w
_ --Aall LL [-- - 4 4- MAX./- a
" w
I J
12 1/4" 12 1/4" _ 12 1/4' I q^ _ / Z zm
4" MAX. (—4" MAX. rn
MAX. O.C- 4" 4" 4 4" MAX. O.C. q" q" q^ q•I MAX. O.C. cr „
EXTERIOR ELEVATION: EXTERIOR ELEVATION: z =80..
SIDE-BY-SIDE WINDOW SINGLE WINDOW WITH TRANSOM s 5<
SCALE: 3/4' = 1'-O" SIDE JAMB SCALE: 3/4" = 1'-O" w �a
(FRAME SCREW AND CUP MOUNT CONDITION) ANCHOR (FRAME SCREW MOUNT CONDITION) N �Z
SPACING TABLE
ALLOWABLE SIDE-BY-SIDE
------- --- - -- ----— --- - - - ----------- -- -— —-MAXIMUM--MAXIMUM- --ALLOWABLE-DESIGN-PRESSURE -- -N- N �N- 2
WINDOW SIZE/PRESSURE -- -
INDIVIDUAL o.c.
TABLE WINDOW SPACING (TRANSOM UNTTS ONLY) _ „30
OMAXIMUM VERALL MAXIMUM
FRAME ALLOWABLE
PRESSURE (IN)DTH (IN') + -35 PSF
FRAME HEIGHT (+/- PSF) 48 Lo 13 � Q�'��~�••��N'� a
fA
WIDTH DIMENSION 36 17 V�'y, co a
DIMENSION (IN.) =
(IN.)
TRIPLE WINDOW �y�' z U)k. 3W
109 1 53 35 ��i d�.,, 5
DOUBLE WINDOW
96 72 1 35
72 65 1 2 1 50 RA we R. RCV.
1867 A
SREa R0.
3 or 5
1/4- MAX 1/4' MAX. SHIM.- FRAME HEIGHT= nn�ALL. wmyrs~
SPACE FRAME WIDTH— AT EACH ANCHOR 1/4' MAX. SHIM FRAME HEIGHT
AT EACH ANCHOR
SEAL SPACE WITH SEAL SPACE WITH a
SUBSTRATE BY SUBSTRATE BY L0W EXPANSION SUBSTRATE BY LOW EXPANSION
OTHERS PER SEAL SPACE WITH OTHERS PER FOAM AROUND OTHERS PER FOAM AROUND
'FRAME ANCHOR:; LOW EXPANSION "FRAME ANCHOR;; p�� PERIMETER OF "FRAME ANCHOR �� PERIMETER OF
REQUIREMENTS FOAM AROUND REQUIREMENTS WINDOW FRAME REQUIREMENTS WINDOW FRAME zl
TABLE' - p O PERIMETER OF TABLE" - TABLE"
WINDOW FRAME 4 4
FIN FASTENER L-f FRAME FILLER 0 FRAME FILLER o
PER ELEVATION `+ � FRAME SCREW—:",
0 FRAME SCREW PER ELEVATION s
PER ELEVATION �a o 0❑SEALANT BY--' SEALANT BY
OTHERS OTHERS BEHIND g
BEHIND NAIL FRAME FLANGE
FIN SEALANT BY{ SEALANT BY
OTHERS 2 1 OTHERS
SEALANT BY EXTERIOR IXTERIOR
OTHERS EXTERIOR �{ o
SECTION Cl SECTION
SCALE: 3/4 FULL 5 SCALE 3/4 FULL s ALTERNATE SECTION C2 Z Z s
(NAIL FIN MOUNT) (FRAME SCREW MOUNT CONDITION) SCALE: 1/2 FULL
(FRAME SCREW MOUNT CONDITION WITH FLANGE) a ^a�
a a
0.375 {— z
CONTIN000S WOOD MEMBER LESS 0.604--{ 11.020 z
IN THICKNESS THAN A 2X_ BUCK 0.500 1 G �1- z rl�
TO EI MIN. 3 1/2" DEEP (NOT SUBSTRATE BY OTHERS J
REQUIRED WHEN SHIM SPACE IS PER 'FRAME ANCHOR 0.225 =
WITHIN ALLOWABLE DIMENSIONS 2.485 LENGTH = 3.000" j
REQUIREMENTS TABLE'
SHOWN IN SECTIONS). 0.604- 3.000 ®}FAME FILLER z
(RIGID PVC) - zm
0.8160 . Ip�� �� 1 (NOTE THAT WHEN N w< m
, E� 0.500 JOB REQUIRED z w
SEALANT BY p 0.059 0.059 DESIGN PRESSURE j �e
OTHERS Oi FRAME FLANGE O FRAME FLANGE IS
FILLER3 w
MUST �a g
(RIGID PVC) (RIGID PVC) 1.325N
BE USED AT EACH w
_E 0.060 FRAME SCREW) y w z r W
EXTERIOR T ^� � �-iso
0.29.3J — ��aw�' -- -
_ FRAME_SCREW_PER - _ _—_
- - - - 4 - ELEVATION & "FRAME OINSTALLATION CLIP
P11 1'r,
FRAME FILLER ANCHOR REQUIREMENTS (RIGID PVC) z oil
TABLE" ``���(G r,•..».•,ti Y�i�
OPTIONAL DIRECT MOUNT DETAIL �Z�:' S s:y.� a
TO SUBSTRATE WITH SPACER _co'z� r U o:
W ,• oPiN
(HEAD SECTION SHOWN: SIDES ARE INSTALLED THE SAME) �'� u * UP,
0.Di
N
(DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SILL) �2'� Z
(FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) �i/d6'+• w ••'�`4 3w
yy41
p za
3
O19'67 REV.
18 A
SHEET N0.
5 or 5