HomeMy WebLinkAbout19-20905 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 20905
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 20905 Address: 5704 9TH ST
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: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-05500-0110
Improv. Cost: 4,855.88 OWNER INFORMATION
Date Issued: : 3/11/2019 Name: BROEDERS, JEFFREY
Total Fees: 97.50 Address: 5704 9TH ST
Amount Paid: 97.50 ZEPHYRHILLS, FL. 33542
Date Paid: 3/11/2019 Phone: 741-887-9635
Work Desc: REPLACE 7 WINDOWS S/S
CONTRACTORS APPLICATION FEES . .
LOWE'S HOME CENTERS INC BUILDING FEE 97.50
V/ 1 � a,-
Qv I
Ins ections Re uired
FOOTER 2ND 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.
CONTRACT SIG URE PERMIT OFFI R
P IT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED.
PROTECT CARD FROM WEATHER
rll• - .
Building Department
)ate Received 2 Phone Contact for Permitting 613 2(99
Owner's Name Se Owner Phone Number 7-4)
Owners Address Owner Phone Number
'eF$impie'Titieholder Name �— Owner Phone Number
=ee•Simple TitleiiolderAddress
JOB,,�ADDRESS `/ K- 1 s Tz 33.5�4� LOT#
SUBDIVISION t. ^ 2-eph. 1 l PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTIC
NORK PROPOSED e NEW CONSTR 8 ADD/ALT ® SIGN Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM 0 OTHER
1S}!'
TYPE OF CONSTRUCTION Q BLOCK Q FRAME STEEL Q
:il: c iPnaN of WORK 'Peolac 7 W tl� OcJ C�J���-S �FZe �Q Si C 1=L 2dI0U-
6UII_b11NG SIZE —�� SQ FOOTAGE HEIGH
UILDING
(� U VALUATION OF TOTAL CON RUCTION
'ELECTRICAL 1$ �� AMR SERVICE. 0 PROGRESS ENERGY Q W.R.E.C,
[PLUMBING $
"=MECHANICAL S VALUATIO F MECHANICAL INSTALLATION 1
J f
GAS Q ROOFING [_] SPECIALTY OTHER
1NISNED FLOOR ELEVATIONS FLOOD ZONE AREA DYES I rod
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BUILDER COMPANY i e _ { =3r '1� ��r�►;�2 3 %.L
SIGNATURE n - '~ REGISTERED T ICI FEE CURREN Y/N
Address o'*1ANAC, >:'t- License# FE i r= C' `-f t �
ELECTRICIAN COMPANY
$:GIIATURE REGISTERED Y/ N FEE CURREN Y/N -
'fiddress License#
.�:.l
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N4 ylJiI3ER. COMPANY
;31NATU.RE REGISTERED Y/ N FEE CURREN L11 N
s;Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREr, Y I N
Address License#
OTfi.ER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
} -Address � License#
� t 7 , a, f--S •- f R;i g; ,,(1)ser of Ener'g e Jul a R-O-W Permit for new construction,
1 tNTtA Attach( )Plat Plr n., , e�S a. �r lct+.n: n; ,r
Minimum ten(10)working days after submittal date. Required onsite,t,ansin;ctioI Plaris,Stdrmwater Plans w1 Sill Fence installed,
Sanitary.Facilities& 1 dumpster; Siie Work Permit for subdivisions/large projects
COfrtfiiiERCIAL Attach(2)complete sets of Building Plaits plus a Life Safety Page;(1)scat of Energy Forms. R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities& 1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets._of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
. .. . . . . : . . . . . . . . . . . . . . . . . , . .
Directions':
Fill out application completely.
'Owner,&Contractor sign back of application,notarized
`)f over$2600,a Notice of;C.ommencement,is required:.-(A/C upgrades over$7500)
Pgent(for the contractor)"or Povrer of Attarney`(for thd'ownier)vuould,be someone with'notarized letterfrom owner authorizing same
CiU�:-,I?'_THE COUNTER PERMITTING .(copy,of,contract.required). ":
i?enptiKts If shingles Sewers•.,, - .-Service-Upgrades'.A/C Fences(Plot/Survey/Footage)
,•,Driveways-Not over Counter if on public roadways..needs ROW
`JI5'
NOTICE OF DEED RESTRICTIONS: The undersigned understarids that this permit may be subject.to"deed" restrictions'i•' `
which may be more restrictive than County.regulations. The undersigned assumes responsibility.for`compliance'with any
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 .cited for a misdemeanor violation;
'.ender 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-
$009,. Furthermore; if the owner has hired a contractor or contractors, he.is advised to have the contractor(s) sign
ortions of the "contractor Block"'of,this application for which they will be responsible. If you, as the owner sign as t
:".contractor, that may be an'indication that he is not properly licensed_and-is not entitled to permitting privileges in Pasco:'.':.
County.
TRANSPORTATION IMPACTIUTiLiTIES IMPACT AND RESOURCE.RECOVERY.FEES: The undersigned understand;,;
that Transportation Impact Fees and Recourse.Recovery Fees may apply to the construction,of new buildings, change
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 oi',
permitting. It is further understood 'that Transportation Impact Fees and Resource Recovery Fees must be.paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid .prior to permit'.issuance. Furthermore,-if Pasco County Water/Sewer 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 someond;_:
I
ther than the "owner", I certify that i have obtained a.copy of the-above described document-and promise in good faith
:'deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: l.certifythat all the information in.this application is.accurate..and'that.ali work
will be.done in compliance with all applicable laws regulating construction, zoning and land development. Applicationis'`:�.
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,ali work will be'performed.to meet standards of all laws regulating`.
t construction, County and City 'codes', zoning regulations, and land development regulations .in the jurisdiction. l als.oj:'
certify that l understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions l.must take to be in compliance: Such agencies include butare 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._ j.
i•5,
Army Corps of Engineers-Seawalls, Docks, Navigable-Waterways.
- Department of Health & Rehabilitative.Se rviceslEnviron mental Health Unit-Wells, Wastewater Treatmertf;'I
. Septic Tanks. tir s
- US Environmental Protection Agency=Asbestos abatement.
Federal Aviation Authority-Runways. A '
I understand that the following restrictions apply to the use of fill: t:
Use of fill is not allo.wed'in Flood.Zone W" unless expressly permitted.
If the fill material its to be used in Flood Zone "A", it is understood that a drainage plan addressing .
"compensating volume" 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 material is to.be used :in any area, I certify that use of such fill will not adversely affect. adjacent
properties. If'use of fill1s found to,adversely affect adjacent properties; the owner may be cited foe violbVil
the conditions of the. buildin ermit issued under the attached permit.application, for lots less than,one
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'inrr
this affidavit prior to commencing :construction. I understand that a separate permit may be required for electrical.wo.rk.:
plumbing, signs; wells, pools, air conditioning, gas, or other installations not specifically included in the application.
permit issued shall be.construed to be a license to proceed'with'the work and.not as authority to violate; cancel, alter,:oi•;�:
-set aside any provisions of the technical codes, nor shall issuance-Ufa 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:
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'
s� w' k!`V .,C��C-'-=CO Diw'SYO ! AID--Il-C 0^ -Yt_-
>:.lTt-f YOUR i.El'sL+. . .T T..R. t�.:: ..�. _ ;:_.,,�1'.:;�:.: .��.:- R.,t.�� 1:-
FLORIDA JURAT(F.S. 1 3) ^=L.i
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bWNERO AGENT CONTRACTOR— - —
;Subscribed a to(or affirmed efore me this SubtcriiSrs arid;s o.tt t�; air" d)'bercre-me_.fhi w
by
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Who Ware personalty known to me or hasthave.produced Who.islare person Y Wovr o-me•or-haslhave-produced
as identification. asIdentificatiori.
azaf
Notary publics l'./ Notary Public
Commission No. Commi si ; noefp
_.; Commission#GG 276467
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_::Name of Notary typed,printed or stamped Nance of o Rt3onoedttw F toy Fain Inaursnce 806.38rr7019
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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 ' dditional information is required.
6) All windows.to wall connections shall be left visible for inspection.
7) All,-labeling and stickers shall remain on windows until final inspection.
8) .No work shall start without permit first.
IIVSTR#2019036799 OR BK 9867 PG 3972 Page 1 of 1
03/05/2019 01:17 PM Rcpt:2033BOO Rec:10.00 IDS:0.00 IT:0.00
Paula S. O'Neil PfLD.,Pasco County Clerk&Comptroa-er
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STATE OF FLORIDA COUNTY OF PASC .ems=�w`�
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THIS IS TO CERTIFY THAT THE FOREGOIN IS . la§ndlye�2
TRUE AND CORRECT COPY OF THE DOCUil
ON FILE OR OF PUBLIC RECORD IN THIS OF I
WITNESS MY HAND AND OFFICIAL SEAL THIS �8's
5 DAY OF (li 20 g 9
PAULA S. O-NEIL, CLERK&COMPTROLLER '
BY DEPUTY CLERK
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1' CgMTRACT`# o094a� x '
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LOWE'S AUTHORIZEO REPRESENTATIVE NUMB m GtlSTaMER
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STORE NO. STREET ADDRESS . STREET ADDREW. t,
+ CITY n i STATE ZIP CITY STATE 7IP
FL Z
TELEPHONE TELEPHONE
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*r DATE LOWE'S CONTRACTOR LICENSE'NUMBER CASH 9ANK. tcc. REG
CAFO
crs�Res r
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INSTALLATION STREET ADDRESS CITY STATE ZP
I ev'sf r ?510 �4 t-Lr ,,t-C �rtz. Gir . ��,..' Ltl•riC�lNls.
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NOTICE TO CUSTOMER—PRICE CALCULATIONS:In Ord rto proper1V:perf6rm.thef installation of certain.Goods,the Contract Price may'.lilclude more
Goods than actually will be lnstalle I based on.the measured square footage'of tho Pn�Ject Area.As:a:result,the'parties.agree`.that:the"Iuntpisum.Price
statad.in this Contract is calculated upon both the:value of estimated Goods required t : .161i the Cdrifract(including waste),which may exceed'the:actual °.r
square footage of.the.Project Area,and the;iabor which may a.estimated based on th amount•of.Goods required 1ty:foitil1 tha.Conbact(IneWing wasto)..
- By,signing this Contract below,Cugtomer acknowledges.rece�pt:of this notice and'ag and understands that the Price includes.these costs which may.,
not:be refunded once the instaliag n:Services:are performer! r;
NOTICE TO CUSTOMER: Federa law requires-Lowe's,to' rovlde you with the
q.. Orov y.
pamphlet Renovate Right By sigping thin Contract;Customer acknowledges
having.recelvod a copy of this pamphlet before work begin.Informing Customer 'Contract Total
of the potentlat riskof thb lead h4*d.exposure from renovation activity-to:.be appiicable taxes included
_performed In Customers dwelling unit.
NOTE: If rotted wood Is discovered during Installs IoK a dition 31 charges Will'applyt You.will bet::given a,qquote:and.a change order
must be completed and sl ntid by#ha customer fo any additipnaI cliar�as,.,�:Gustbiner:must initial.
'Any worts.or ma erial not s eclfie Is,not Included Iri,this coidract.An chan es'pr-addiUons II boat an additlonaCcharge for the material and tabor..
NOTICE TO OWNER: — ACCORDING TO FLQRIQA'.S CONSTRUCTION LIEN LAW (SECTIONS.713.001-713.37, FLORIDA_ .
STATUTES,THOSE WHO ORK ON YOUR.PROPERTY OR PROVIpE.MATERiALS.A. Q SERVICES AND--ARE NQT PAID IN
--F.ULL.HAV ARIGHT TO E FORGE THEIR:CLAIMM.FOR.PAYMENT AGAINSTYOUR PROPERTY..THIS-GLAIM IS KNOWN AS A
CONSTRUCTION. LIEN. I YOUR CONTRAOfiOR OR A "SUB ONTRACTOR FAILS TO PAY SUBCONTRACTORS; .
SUB-SUBCONTRACTORS, OR MATERIAL SUPPLIERS THOSE P OPLE WHO.ARE OWED MONEY.MAY LOOK TO YOUR .
PROPERTY FOR PAYMENTI.EVEN IF YOU HAVE ALREADY PAID. i CONTRACTOR IN FULL; F YOU FAIL TO PAY YOUR,
CONTRACTOR,YOUR CONTRACTOR MAY ALSO HAVE ALiEN.O 'BUR N PItOPERTY:.THIS'MEANS'.IFA LIEN IS'FILED YOUR''_II
-"PROPERTY COULD BE 804D AGAINST YOUR WILL TO PAY:FOR BOR,:MATERIALS,OR,OTHER SERVICES THAT YOUR--
CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED"TO PAY.TO—PROTECT YOURSELF YOU,SHOULQ$TIPt1I ATEh
IN.THIS CONTRACT THAT BEFORE ANY PAYMENT iS MADE,YOUk CONTRACTOR:IS�.REQUiR 610 PROVIDE Y0UWITH/,;'
WRITTEN RELEASE OF LIEN FROM ANY PEPS N OR COMPANY.THAT HAS PROVIQEA.TO YOU A"NOTICE TCi OWNI=R" U .<.
FLORIDAI.S CONSTRUCTIQ LIEN LAW IS COMI LEX,AND IT IS RSgOMMENDED THAT YOU CONSULT AN ATf ANEY. ti
PHOTO'RELi=ASM:.Customer gro'njs to'Lowe's and,Lowe's a(.ploysas.and independent ccntractomthe right•to.fake photographs-of the Premises whore
installation Services will ba perfonod and all work'perfarMod at tile.Promises:rolaiedi to this Contract;and iirevocablk prants'to.Lowe's_all'riijht,fsfla and
interest in and to the photographs far use In.all markets and media,worldwide;:In perpgtuity,.Customer"authprizes Lowa's,to copyright,use and publish the
photographsdmprint and/or electronl'cally,and agrees that-Low ft may'use such•photogsaphssforany lawful purpose,Including,but not limited to;marketing,
advertising,:publicity,Illustration,training and Weh'eontent.By Initialing here;Customs(agrees to the foregoing. (Customer-to Initial to-the-left}.
Work'is to com nce up n reas nablwavaltbility of Co�ltractor and/or sp ctal'order or cylstomer made Aood(e)which is anticipatied to be
' P- (fill in data)..Estimated completion date 11. t} t f ` [fill to date],
V/` 'a7r+' s r ,.. 4 t l i,l.}. IY1d+1 fti.
Said estimated substantial completion:data:Is not'of the essence.A•statement•of any contingencies that would materially:change-.stud estimated substantial
completion data is as follows: 1t
4 , if ap icable,Insmtt_e statement-of such ccnurigenciesj."
This Contract provides that all clafirris by Custom-or or'Lowe's will be resolved by BINDING ARBITRATION.Customer and Lowe's GIVE UP THE RIGHT;
TO GO.TO COURT to enforce:this'Contract.{EXCEPT forr'atters that may Wtak n to.SMALL CLAIMS COURT):LowW&and.Custoiner's rights will tis'
-A-faftWM6 l M, a ►MITRAI aRRrrRATnD anA*NnT-a•,I,iNnq rwr luru 1•:nMrp!a a d r!„elmnav, AM anilHarf'44% w FAIR HFJI.RINR Alit.4ha arhrfi`rallnn ,
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I Pella
Reli'abilt E' I315
ether
P5E Priciing Warksheet - Windows
(Complete and.Fax to Installer)
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Customer:. } 1► 1roca 5 i Store:
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Phone(home)- q y $$q- q1 Phgne(mu): Phone(otherl:
install Address: 5- Y 1 h 51 F-L *3-3:S*y I
} Directions:
1. Draw the walls where windows ar .being.replace.d:..and label them front, back; L'side or R side
(as seen from th0 street)
2. Draw the windows that.:are being eeplaced on each wall drawing
3. Place'a capital letter beside each wihdow in the drawing:: Windows with the-same dimensions.
will have the same letter. Complete the informat'io.n .on:-.the next page.using,the corresponding
letter.
_s .
Front
I ALL WORK SHALL COMPLY WITH PREVAILI Ca '.
ES RIDA BUILDING CODE,
NATION ELECTRIC CODE, .-
�, .
AND THE ITY OF ZEPHYRHILLS .
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Florida Building Code Online Page 1 of 4
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BCIS Home Log In { User Registration i Hot Topics Submit Surcharge t Stats&Facts j Publicatloi s E Contact Us ! BCIS Site Map E Links i Search I
Fl lid
i. 4°6j Product Approval
/ g USER:Public User
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product Approval Menu>Produ pr Application Search>Application List>Application Detail
if g I FL# FL16809-114
Application Type Affirmation
Code Version 2017
Application Status Approved
i
Comments
l Archived I__t
lProduct Manufacturer Pella Corporation
Address/Phone/Email 102 Main St.
Pella,IA 50219
(641)621-6096
pellaproductapprovalippella.com
Authorized Signature Beth Phelps
phelpsba@pella.com
i
Technical Representative TROY FARR -
Address/Phone/Email 18600 NE WILKES R AD
PORTLAND,OR 9723
(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. om
Category Windows
Subcategory Horizontal Slider
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Compliance Method Certification Mark or I[sting
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Certification Agency Window and Door Ma iufacturer Association
Validated By Terrence E.Lunn,PE
FJ— Validation Checkli t-Hardcopy Received
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Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 1 1/I.S.2/A440-08 2008
AAMA/WDMA/CSA 1 1/I.S.2/A440-11 2011
Equivalence of product Standards
Certified By
R 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 r ew Florida Building Code.
Documentation from approved Evaluation or Validation Entity (")Yes :%No ON/A
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littp:// 'Www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwt atmmTSTNdVP... 2/23/201 R
Florida Building Code Online Page 2 of 4
Product Approval Method Method 1 Option A
1 Date Submitted 12/05/2017
Date Validated 12/05/2017
Date Pending FBC Approval
Date Approved 12/06/2017
ummary of Products
FL_# Model,Number or Name Description
16809.1 250 Series Sliding Window 72"x 44"vinyl no Impact XO/OX sliding window with lock
stile reinforcement
i Limits of Use Certification Age�cy certificate
Approved for use In HVHZ:No ELk6-Q-O2-&'t—q-.�.A-c�—q-CLALl-H-14-63.18 --19-.Pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05124/2021
Design Pressure: +35/-35 Installation Instructions
Other:Configurations of glass shall conform to the current FL16809 R4 II Drawing 1869.od
ASTM E1300 standard. Verified By:Warren W.Schaefer-P.E.44135
Created by Indepdndent Third Party:Yes
Evaluation Reports
FL16809 R4 AE i5rawing 1869,po
Created by Indepe nd6nt Third Party:Yes
16809.2 250 Series Sliding Window 72"x 44"vinyl no -impact XO/OX sliding window with lock
and meeting stile reinforcements.
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL168 9 R4 C CAC�CCI_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
Inst,urll.ns
Other:Configurations of glass shall conform to the current FL16809 R4 II
D F,WIng 1869.pd
ASTM E1300 standard. Verified By:Warren W. Schaefer P.E.44135
Created by lndepdndent Third Party:Yes
ReportsEvaluation Repots
El 16802 R4 AE PrawInq 1869.pdf
Created by Independent Third Party:Yes
16809.3 —1250 Series Sliding Window 108"x 44" 114 vent vinyl non-impact XOX sliding window
with lock stile reinforcement.
Limits of Use Certification Age"Icy Certificate
Approved for use In HVHZ:No F1 16809 R4 C CAC CCL 411-HjL4.kj,02_&3.2df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/06/2021
Design Pressure:+35/-35 Installation Inst uctions
'0 Other:Configurations of glass shall conform to the current FL16809 11 R4 II Drawing 1869j)d
ASTM E1300 standard. Verified By: Warren W.Schaefer P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports.
Created by Independent Third Party:Yes
16809.4 250 Series Sliding Window 108"x 44" 1/4 vent vinyl non-impact XOX sliding window
I 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.r)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/06/2021
ll Design Pressure: +50/-50 Installation Inst�,uctlons
Other:Configurations of glass shall conform to the current FL16809 R4 II Drawing rawing 1869.pd
ASTM E1300 standard. Verified By:Warren W.Schaefer P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
EUL809 R4 AE T r. a lafig.414f
Created by Independent Third Party:Yes
16809.5 250 Series Sliding Window 108"X 44" 113 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 .09.12df
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 FL1609 R4 11 Drawing 1869.od
ASTM E1300 standard. Verified By:Warred W.Schaefer P,E.44135
Created by Independent Third Party:Yes
Evaluation Reports
http:/,' floridabuilding.orgflpr/pr app dt .aspx?,oaram7—wGE�VXQwtbqtmmTSTNdVP... 2/23/2019
W, WW V__ I
Florida Building Code Online Page 3 of 4
FL16809 R4 AE 11irawing 1869.odf
Created by Independent Third Party:Yes
16809.6 250 Series Sliding Window 108"x 44" 1/3 ve4 vinyl non-Impact XOX sliding window
with iack and meeting stile reinforcements. -
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No f16809 R4 C CAC CCL 411-H=1463.10 .11.odf
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.odf
ASTM E1300 standard. Verified By:Warrein W.Schaefer P.E.44135
Created by Independent Third Party:Yes
II Evaluation Reports
FL16809 R4 AE Drawing 1869.12df
Created by Independent Third Party:Yes
!
16809.7 250 Series Sliding Window 52.25"x 62"vinyl on-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.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 10/12/2025
Design Pressure:+50/-50 Installation Instrluctions
Other:Configurations of glass shall conform to the current FL16809 R4 II D�awing 1869.DO
ASTM E1300 standard. Verified By:Warren W.Schaefer, P.E.44135
l Created by Independent Third Party:Yes
Evaluation Repor
FL16809 R4 AE rawing 1869.odf
Created by Independent Third Party:Yes
16809.8 250 Series Sliding Window 96"x 62"vinyl noni-Impact XO/OX sliding window with lock
and meeting stile r�lnforcements.
l Limits of Use Certification Agency Certificate
j Approved for use in HVHZ:No FL368Q9 R4 C CAC CCL-411-H-146;L5 adf
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 106wino 1869.odf
ASTM E1300 standard. Verified By:Warren W.Schaefer,P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16809 R4 AE Drawing 1869-od
Created by Independent Third Party:Yes
16809.9 250 Series Sliding Window 78"x 84.5"overalllsize vinyl non-impact XO/OX sliding
window with Integral transom.
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Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16809 R4 C CAC CCL 411-H-1463.24 .25.odf
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 1869.pdf
ASTM E1300 standard. Verified By:Warren W.Schaefer,P.E.44135
Created by Independent Third Party:Yes
Evaluation Repor,is
PL26809 R4 AE Drawing 1869.adE
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
I Approved for use in HVHZ:No FL16809 R4 C CRC,CCL-411-H-1463.34.p
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 10/15/2025 j
Design Pressure:+25/-25 Installation Instructions
Other:Configurations of glass shall conform to the current EL,16809 R4 II Drawing 1869.12df
ASTM E1300 standard. Verified By: Warre'p W.Schaefer,P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL,368Q9 R4 AE Draw€ng 1_$69.pdf
Created by Indepe dent Third Party:Yes
16809.11 �Ts_erl
es 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 FL16802 R4 C CAC CCL-411-H-1463.38.ndf
j Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 10/15/2025
Design Pressure:+30/-30 Installation Instrluctions
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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 D awinci 1869.pd
ASTM E1300 standard, Verified By:Warreh W.Schaefer'P.E.44135
Created by Independent Third Party-.Yes
Evaluation Reports
&k6809 R4 AE nLrqvl�_1ng_jj$0_.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 AgAcy certificate
Approved for use In HVHZ:No FL16809 R4 c ,_CAC CCL-411-H-1463.42.gd
Approved for use outside'HVHZ:Yes Quality Assuranic 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 11 Dmwing 1869.Dd
ASTM E1300 standard. Verified By:Warre'n W.Schaefer-44135
Created by Independent Third Party:Yes
Evaluation Repo16
FL16809 R4 AE Drawing 1869.pdf
Created by Independent Third Party:Yes
16809.13 250 Series Sliding Window 96"x 72"vinyl no -impact XOX 1/3 vent sliding window with
lock and meeting spI4 reinforcements.
Limits of Use Certification Al;iecy Certificate
Approved for use In HVHZ:No FL16809 R4 C C CCL-411-H-1463.46,pd
Approved for use outside HVHZ:Yes Quality Assuranc Contract Expiration Date
Impact Resistant:'No 10/13/2025
Design Pressure: +25/-25 Installation Inst uctions
Other:Configurations of glass shall conform to the current EL16809 R4 II D�awlno 1869.pd
ASTM E1300 standard. Verified By: Warren W.Schaefer 44135
Created by Inclepenclent Third Party:Yes
Evaluation Reports
FL16809 R4 AE 6rawing 1869j)d
Created by lnclep ndbnt Third Party:Yes
16809.14 250 Series Sliding Window 73,5"x 72"vinyl n n-Impact XO/OX sliding window with lock
and meeting stile r Inforcements.
Limits of Use Certification Age cy Certificate
Approved for use in HVHZ:No FL16 09 M C �C-CCL-411-H-1463.54.pd
i Approved for use outside HVHZ:Yes Quality AssuranciB"Contract Expiration Date
Impact Resistant:No 10/191202 5 33
Design Pressure: +25/-25 Installation Instemictions;
Other:Configurations of glass shall conform to the current FL16809 R4 11 Drawing I869j)d
ASTM E1300 standard. Verified By:Warre'n W.Schaefer 44135
Created by Indep ndent Third Party:Yes
Evaluation Reports
FL16809 R4 AE Drawing 1869.od
I Created by independent Third Party:Yes
F---.-kl rN—..-tl
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:1850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statemert::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 mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the IDepartment 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,
I 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 b-qEL.
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GENERAL NOTES
1. ALL FASTENERS SHALL RE DI ACCORDANCE WITH THESE
FOR MAX. FRAME WIDTH, SEE PRESSURE TABLE
DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL ON THIS SHEET.
BE BEYOND WALL FINISH OR STUCCO. FOR MAX, FRAME WIDTH, SEE PRESSURE TABLE -_
2. OPENINGS,BUCKING&BUCKING FASTENERS MUST BE _ 6" 6" -
PROPERLY DESIGNED&INSTALLED TO TRANSFER WIND LOADS TO ON THIS SHEET. k c
THE.STRUCTURE 4 MAX. 12" MAX. O.C. 12" MAX. O.C. 4' MAX. s a
3. THESE NON-IMPACT RATED.PRODUCT INSTALLATIONS ARE IN Al 2" A2
ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE FLORIDA 3Aw
BUILDING COIF(FBC). 3
4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE
TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF
RESISTING CORROSION CAUSED BY THE PRESSURE TREATING 4" MAX. q
CHEMICALS IN THE WOOD. R
a. MATERIALS.INCLUDING BUT NOT LIMITED TO STEEL.SCREWS. w t_u
7HAT.COME DIM CONTACT WITH.OTHER DWML48 ATERLALS N= Bl FIN FASTENER WITHIN 2' vwi= 82
SWILL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE In rn v FRAME SCREWS WHERE SHOWN AT HEAD do SIDES.
CHAPTER 20. ,= 4 OF CORNERS & 4 1/2' 4 s
6. TO THE BEST OF OUR KNOWLEDGE,THE PRODUCT SHOWN �= CLUSTER FlN FASTENERS MAX. O.C. WHEN JOB g= SEE 'FRAME ANCHOR REQUIREMENTS TABLE" ON THIS
HEREIN IS CERTIFIED&OLWAY ASSURED BY A FLORIDA STATE w I AT MEETING RAIL ENDS REQUIRED DESIGN w H- SHEET FOR REQUIREMENTS. (NOTE THAT WHEN JOB v
APPROVED CLRBFICATION/OA ENTITY&SHALL BE LABELED IN =Z SUCH THAT THERE AREA =z REQUIRED DESIGN PRESSURE IS OVER + -35 A
PRESSURE IS OVER + -35 0 /
ACCORDANCE wltH THE Fec AND THE FLORIDA DEPARTMENT of o / FRAME FILLER MUST BE USED AT EACH FRAME -
BUSINESS&PROFESSIONAL REGULATION SPEGFlCAnors. J TOTAL OF 5 POSITIONED i pSF; 9' MAX. O.C. WHEN z w
PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL m -AS.SHOWN. SEE "FRAME JOB REQUIRED DESIGN m SCREW, SEE SHEET 4 FOR PART'DETAIL)
BE IN ACCORDANCE WITH THE MANUFACTURER'S DUALITY Ma. I Mi
- -- ASSURAL�SPECLFlGLTI@S-ASSURANCE < ANCHOR-tEQU1IREMENLS—{ RESSURHS—r/-35-PSF-- ¢ ---- _
7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE w TABLE" ON THIS SHEET I w '
CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY:1)PRODUCT OR LESS. SEE "FRAME
FOR REQUIREMENTS. ANCHOR REQUIREMENTS �
5 INSTALLED WITHOUT A BURRING PERMIT FROM THE APPLCABIE N o Z
LOCAL BUILDING DEPARTMENT. 2)PRODUCT IS INSTALLED 8Y o w TABLE'ON THIS SHEET O y�j I CD�-o
ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH t<a j I FOR REQUIREMENTS. /� M'"(L 30 ¢ 00
INSTALLATIONS OF THIS TYPE OF PRODUCT. 3)IF CHANGES HAVE K
OCCURRED TO THE PROOUCFS COMFICATION ENRTYS CERTIFICATE ' ow� I
THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR 4' MAX. 2 �'S N
INCONSISTENT wm1 WHAT ws BEEN TESTED. EXTERIOR ELEVATION: o `o'�5
L THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS
DRAWING OR IN THE PROOUCTS CERTIFICATION SHALL CONTROL FOR INSTALLATION CUPS WHERE EXTERIOR ELEVATION: a S N-A•�-
THE INSTALLED PRODUCE XO WINDOW a o a m
SHOWN AT SILL SEE "FRAME XO WINDOW CL-
9.THESE DRAWINGS CFITIIFY 1FIE PRODUCT INSTAIUTION ONLY. �
WATER PROOFING OF THE INSTATED PRODUCT IS NOT PART OF SCALE: 3/4" = E'-O" 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) REQUIREMENTS. (FRAME SCREW AND CLIP MOUNT CONDITION) z
FRAME ANCHOR REQUIREMENTS TABLE ri
OPENING TYPE FRAME/CUP/NAIL FIN TO MINIMUM MINIMUM ilu
(SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE DIST. ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE o
ALLOWABLE DESIGN
(1) FRAME SCREWS ALL ALTERNATE ANCHORS'IN THEIR SPECIFIED z
PRESSURE SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE MIN. 2X4 WOOD FRAME OR BUCK N0. 10 SAPS OR WOOD SCREW 1 1/4' 3/4' WITH THEIR APPLICABLE STANDARD(S)AND ARE FOUND m o0
(MIN. GR.3&G=0S5) (XO & OX UNITS) TO BE EQUIVALENT TO OR STRONGER THAN THE v1 Fm m
MIN. 18 GA 33 KSI METAL STUD NO. 10 GR.5 SELF TAP DRILL SCREW FULL 1/2" MAX. MAX. ALLOWABLE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT.
MIN. 1/8'THK A36 STEEL NO. 10 GR.5 SELF TAP DRILL SCREW FULL 1/2- FRAME FRAME PRESSURE = F2-
MIN. 1/8-THK 6063-T5 ALUM. NO. 10 GR.5 SELF TAP DRILL SCREW FULL 1/2- WIDTH HEIGHT (+/- PSF) INSTALLATIONEVAWAtON 6 BASED ON APPLICABLE ANCHOR STANDARDS s za.c!A
MIN. C-90 CMU OR 2500 PSI CONCRETE W 1/4•CONCRETE SCREW 1 1/4- 2• (IN.) (IN.) ��B�R�MA6�7E 1�ION COFI✓�MED�E�1EALUAMN� W Wp.
THAT IN FORCE AT THE TIME OF THE EVALUATION. IN THE MW OF CODE Of It - o i
INSTALLATION__ CLIP.SCREWS, 52 1 4 62 50 W w � -
--- VERSION LUNGES/UPDATES OR IN THE EVENT IHAT NEW OR ADDfTI0W1
MIN.2X4 WOOD FRAME OR BUCK 72 44 50 TESTING 6 COMPLETED ON THE REFERENCED PRODUCT PRIM TO STATING o W Fez
NO. 10 SMS SCREW 1 1/4• 1/2- MOE CDMPLIANCE WITH THE STATE THE MANUFACTURER SHALL CONFIRM o :1, y
(MIN. GR 3&G=0.55) 73 1 2 J2 2S WITH THE INS ALLATION EVALUATION 04ONMR OF RECORD THAT THE _N N cn 2w a
INSTALLATIONS SPECIFIED HERE-IN ARE CURRENT WITH THE THEN CURRENT
MIN. 1 B.GA 33 KSI METAL STUD NO. 10 GR.5 SELF TAP DRILL SCREW FULL 1/2' 78 62 25 TESTING.CODE,�nPnTc+eLL SrAloueUS. O
MIN. 1/8'THK AS6 STEEL NO. 10 GR.5 SELF TAP/DRILL'SCREW-FULL 1/2' 96 62 30 �3L)
MIN. 12 00 PSKI CONCRETE 6063-TS ALUM. N0.(2) 1/4•CONCRETE SCREW GR. 5 SELF TAP/DRILLSCREW 1 1/4" 122• PESSUE SHOWN IN THIS TABLE SR FOR RINSTALLATION CONDITIONS \\\��Q61 ��•,� y Z.��
ONLY. THE GOVERNING DESIGN �4 ..••°•••.•• m
(3)NAILING FIN FASTENERS PRESSURE ON THE WINDOWS
MIN.2X4 WOOD FRAME OR BUCK 1 3 8" 1 2" SHALT BE THE LESSER OF THAT LL i" a
NO. B SMS SCREW Z Z cr) O O:
/ / x y�Z d �jt tW- Or.-
121-1
(MIN. GR.3&G=0.55) SHOWN IN THE INDIVIDUAL
MIN.2X4 WOOD FRAME OR BUCK WINDOWS SATE APPROVAL OR MM Q < ",•O �o
11 GA ROOFING NAIL 1 3/8' 1/2' THAT SHOWN IN THIS TABLE O N�= "
(MIN. GR.3&G=0.55) - !-' tom) O aW
MIN. 1/8"THK A36 SEEL NO. 6 GR.5 SELF TAP/DRiU.SCREW FULL 1/2' '��'/�'••,�Z •�'co
MIN. 1/8•THK 6063LE5 ALUM. N0. 8 GR.5 SELF TAP/DRILL SCREW FULL 1/2• �i�by•....•••'••�O\\\
(1)FRAME AND INSTALLATION CUP SCREWS SHALL BE A PAN'OR HEX HEAD SCREW.
�M Q \ a
(2)CONCRETE SCREWS SHALL BE L1C0 ULTRACONS (C.S.), ELCO CRETE-FLIX(S.S.), fIW FAliTED
SE oPAwwrs ARE,wPLmMBLE ONLY ro THE PRODUCT o wi o. REY. --------
RAMSET/REO HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON It(C.S OR S.S.). CIFIED.THEY MAY Nor HE USED FOR THE ASSEMBLY $69 B
(3)WHEN SCREWS ARE USED WLTH THE NAIL FIN,THEY MUST BE A WAFFLE HEAD SCREW OR HAVE Y 6E USED MR PwTIONAL 0/OR LOCA%L APPRMALY SHEET No.
ANY PRODUCT NOT PRODUCED BY THE MANUFALRIRER
A FLAT WASHER AT THE SCREW HEAD. 1 of rj
ON TH SE ORAlMNGS
artnxw er: o¢.m er.
YFY Y.YS
RDi: GR
�-u ox/a/ia
120" MAX. FRAME WIDTH
Al 2" 2"
3
j CLUSTER FIN FASTENERS AT MEETING RAIL ENDS o
g1 I SUCH THAT THERE ARE A TOTAL OF 5 POSITIONED AS
= 4 v SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE'
w ON SHEET 1 FOR SCREW REQUIREMENTS-
x
w Q
FIN FASTENER WITHIN 2" OF CORNERS & 4 1/2" MAX.
O.C. WHEN JOB REQUIRED DESIGN PRESSURE IS OVER �—
+/-35 PSF: 9" MAX. O.C. WHEN JOB REQUIRED DESIGN
- -- —PRESSURE-AS-+/-35-PSF-OR-LESS.-SEE=FRAME ------- -_-------------------- -------
w ANCHOR REQUIREMENTS TABLE"ON SHEET 1 FOR I ALLOWABLE DESIGN
REQUIREMENTS. / PRESSURE
z
(XOX UNITS) 3 F w N
MAX. MAX. ALLOWABLE Z o N
EXTERIOR ELEVATION: WIDTH HFEEIIGMHT (+/-PRESSURE
3 U z 5
XOX WINDOW (IN.) (IN.) c~i �5
SCALE: 3/4 = 1'-0- 96 72 25 w nw
(NAIL FIN MOUNT CONDITION) 108 44 So z a
120 62 30 0
PRESSURE SHOWN
IN THIS TABLE z
120' MAX. FRAME WIDTH IS FOR INSTALLATION CONDITIONS m W
ONLY. THE GOVERNING DESIGN
4" MAX. 12 MAX. 6" 6" 12" MAX O C 6 6 12" MAX' 4"MAX PRESSURE ON'THE WINDOWS
O.C. O.C. SHALL:BE THE LESSER OF THAT c�
A2 SHOWN IN THE INDIVIDUAL ?
3 WINDOWS STATE APPROVAL OR coo
THAT SHOWN IN THIS TABLE m zw
.
4" MAX !/ > zv,�
za '
H- B2 v FRAME SCREWS WHERE SHOWN AT w wa� '
4 HEAD & SIDES. SEE "FRAME w W�§A�
ANCHOR REQUIREMENTS TABLE" ON I o o �� ^
SHEEP 1 FOR REQUIREMENTS. (NOTE I N$
—� THAT WHEN JOB REQUIRED DESIGN �— i viz
PRESSURE IS OVER +/-35 A z EEO
IFRAMUSED AT
EAEFRAME SCREW,MUST FILLER EACH SEE SHEET 4
FOR PART DETAIL) `��!VF�r•'^"�•".`�yj f, m
�I c/virz� co m o
1 / 4"MAX-
0
INSTALLATION CLIPS WHERE EXTERIOR EXTERIOR ELEVATION: r 'oi'66b,`Z
SHOWN AT SILL SEE "FRAME XOX WINDOW
ANCHOR REQUIREMENTS TABLE" SCALE: 3/4' = 1'-0"
— --- - -ON-SHEET-I-FOR—- --
REQUIREMENTS. (FRAME SCREW AND CLIP MOUNT CONDITION) RAW1NG" NB.
1869 B
SHFFT N0.
2 °F 5
' ortam er. aractn er.
rxu rws
o-u m/ap�
a
78"MAX. FRAME WIDTH
78" MAX. FRAME WIDTH
4" 12" MAX. O.C. 4" MAX.
SIMILAR
q1 SIMILAR
3 A2 0
3
4" MAX.
CLUSTER FIN FASTENERS AT MULUON & MEETING RAIL f
ENDS SUCH THAT THERE ARE A TOTAL OF 5 82
POSITIONED AS SHOWN. SEE •FRAME-ANCHOR 4 v 12• MAX. O.C.
--- ------ --- —REQUIREMENTS-TABLE-1-ON-SHEET-4-FOR— — —
REQUIREMENTS. 2" 3-
3" z
3• Z oN�o
w 29
B1 —� I 82 v —� I F IX Z
4 4 FIN FASTENER WITHIN 2" 4 FRAME SCREWS WHERE ¢ g N W v
X OF CORNERS & 9" MAX. SHOWN AT HEAD & SIDES. w a
O.C. SEE "FRAME ANCHOR SEE "FRAME ANCHOR ZI o
REQUIREMENTS TABLE' ON N REQUIREMENTS TABLE' ON d o
SHEET 1 FOR I I SHEET 1 FOR z
REQUIREMENTS. REQUIREMENTS. 9 m W
`o .0 Y
INSTALLATION CUPS WHERE o
j I SHOWN AT SILL SEE z
FRAME ANCHOR o m
I I REQUIREMENTS TABLE' ON y za m
SHEET 1 FOR
REQUIREMENTS.
4" MAX. > C-1
-�- y W L
w o_
w
2 4" MAX. 12' MAX. O.C. 8• g" 12" MAX. O.C. 4" MAX. o up
EXTERIOR ELEVATION: -N Inz$ma
XO..OR OX--WINDOW-WITH TRANSOM EXTERIOR ELEVATION:
(NAIL FIN�MOUNT CONDITION) ALLOWABLE DESIGN PRESSURE XO OR SCALE: 3/4W WITQ.TRANSOM �Ri# 3�Hi��
TRANSOM UNITS ��P�'•'� •`'�'�'• W
(FRAME SCREW AND CLIP MOUNT CONDITION) u.
+ -25 PSF _-v:..`" `"� o
:) 0
Z
V
'•�46�M�i�PA��; 3
DRAW N0, fttY.
1869 B
SHMT NO.
3 OF 5
Mw
FIN FASTENER PER FRAME SCREW PER—
ELEVATION ELEVATION
SUBSTRATE BY SUBSTRATE-BY- SUBSTRATE BY
SEALANT BY OTHERS OTHERS PER FRAME SCREW OTHERS PER SEALANT BY OTHERS- OTHERS PER
`G
BEHIND NAIL FIN 'FRAME ANCHOR PER ELEVATION "FRAME ANCHOR BEHIND FRAME FLAN 'FRAME ANCHOR
REQUIREMENTS REQUIREMENTS REQUIREMENTS ------—
ABLE" TABLE*
MAX.
1/41/4" MAX. SHIM
1/4' MAX- SHIM
AT EACH AN AT EACH ANCHOR
SPACE ANCHOR
-SEALANT BY u
OTHERS 0 c� SEALANT BY SEALANT BY
OTHERS OTHERS
1 1<7AT/
S
0 2 1 \-SEAL SPACE WITH tr
LOW EXPANSION
FOAM AROUND w=
-4- --PERIMETER-OF--
FRAME FILLER FRAME FILLER WINDOW FRAME
EXTERIOR SEAL SPACE EXTERIOR SEAL SPACE
WITH LOW WITH LOW EXTERIOR
EXPANSION EXPANSION
FOAM AROUND FOAM AROUND
S2 1 3:z cn
PERIMETER OF = PERIMETER OF mznz;�
0
WINDOW w WINDOW w AL 2�ALTERNATE SECTION r� 8 6-
�
FRAME FRAME SCALE- 1/2 FULL \,A
(FRAME SCREW MOUNT CONDITION WITH FLANGE)
I IL
z
0
SHIM AS REQ*D TO SHIM AS REQ'D TO z •
SUPPORT &ALIGN SUPPORT &ALIGN En
WINDOW a WINDOW
0
ul
SEALANT BY INSTALLATION SEALANT BY r-la CUP
OTHERS OTHERS 5,-
z z8isR,
1/4" MAX. 1/4- MAX. Z5
SPACE
—MAX. 3/16" SHIM SPACE
ck:
THICK X Y w W z
>/ w
K" p l
AT EACH CUP Lo u
SEALANT BY OTHERS SUBSTRATE BY SUB INSTALLATION CUP SCREW PER C14 cnz
OTHERS PER-BEHIND MAIL FIN-- PER 'FRAME ANCHOR 'FRAME ANCHOR REQUIREMENTS Bi -:2
FIN FASTENER PER "FRAME ANCHOR PER
TABLE- TABLE- (2 PER CUP).
IN FA
STENER
REQUIREMENTS �i Ja
TABLE' SECTION
SECTION ql SCALE. 3/4 FULL
Lo
SCALE- 3/4 FULL co
(FRAME SCREW & INSTALLATION CLIP MOUNT x C3 0
(NAIL FIN MOUNT) CONDMON) .1 a ol
6
z
b41
_WINGN. RV.
1869 B
smm No.oF 5
1 4" MAX 1/4" MAX. SHIM FRAME HEIGHT— 1/4• MAX. SHIM
/ FRAME WIDTH— FRAME HEIGHT— nucA4 ar '�
SPACE AT EACH ANCHOR AT EACH ANCHOR
SEAL SPACE WITH SEAL SPACE WITH LOW-
LOW EXPANSION WITH LOW EXPANSION FOAM AROUND 3
FOAM AROUND FOAM AROUND PERIMETER OF WINDOW
SUBSTRATE BY PERIMETER OF SUBSTRATE BY—,,
Y OF WINDOW SUBSTRATE BY FRAME
OTHERS PER WINDOW FRAME OTHERS PER •. OTHERS PER •j
-FRAME ANCHOR::., •FRAME ANCHOR "FRAME ANCHOR,;e p
TABLE"
: REQUIREMENTS JOEPR
REQUIREMENTS
TABLE' pa TABLE' - TABLE" : }
FIN FASTENER o
PER ELEVATION `� o� FRAME SCREWFRAME SCREW PER ELEVATION
SEALANT BY u PER ELEVATION z .:;:.:• SEALANT BY 4❑OTHERS FRAME FILLER
-::::BEHIND NAILER N
FlN •...:.: ,.,.,:
• � OTHERS BEHIND
FRAME FLANGE
` - -- ------— - --SEALMfi_HY----------- ----— ---
.+:_ s• ', SEALANT BY 2 1 OTHERS EXTERIOR —
BY
OTHERS l;� OTHERS EXTERIOR
SECTION EXTERIOR SECTION 62 o F W
SCALE: 3/4 FULL 81 SCALE 3/4 FULL 4 ALTERNATE SECTION Bz 3 az Z s,
(FRAME SCREW MOUNT CONDITION) 4 0 a
SCALE. 1z FULL
(NAIL FIN MOUNT) /
(FRAME SCREW MOUNT CONDITION WITH FLANGE) W o a m
i
0.375 z
0
CONTINUOUS WOOD MEMBER LESS 0.604- - 11.020 z
IN THICKNESS THAN A 2X_ BUCK T0.500 G� N 2
TO BE MIN. 3 1/2• DEEP (NOT SUBSTRATE BY OTHERS 0 22;T
REQUIRED WHEN SHIM SPACE IS PER "FRAME ANCHOR
-WITHIN ALLOWABLE DIMENSIONS LENGTH = 3.000'
REQUIREMENTS TABLE'SHOWN IN SECTIONS). 0.604 2485 3.000 ®FRAME FILLER
FR
i•z::.';: 7:=: jl %:..i•:. I— (RIGID PVC) o rn
rn z io
0.860 t 1 (NOTE THAT WHEN e O
- —�� 00 JOB REQUIRED Z
0.5 � r
SEALANT BY .O 0 ❑ 0.059 0.059 DESIGN PRESSUREL-j S
OTHERS Oj FRAME FLANGE OFRAME FLANGE IS OVER +/-35 A za gd I
(RIGID PVC) (RIGID PVC) FRAME FILLER MUST w wa to
1.325 BE USED AT EACH w §§N
o r 0.060 FRAME SCREW) � "z
FRAME SCREW PER
ELEVATION & "FRAME )
4 Lo
ANCHOR REQUIREMENTS 0.293� -clj a
TABLE" 3 INSTALLATION CLIP u�a
EXTERIOR O(RIGID PVC)
0
,`gglUeery ��as
� d
Uq� co O OyJ F 3"'w
��2 d 2ia• <
OPTIONAL DIRECT MOUNT DETAIL — sw v T a 0•z. NZ
0
TO SUBSTRATE WITH SPACER 6 y 7 W
(HEAD SECTION SHOWN; SIDES ARE INSTALLED THE SAMC) z w
(DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SILL) �•"'••"'• � VI
IF
(FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS)
' ;P�0`O� 3
- 0 WING N ftEV.
1869 B
SHEET NO.
5 ❑F 5