HomeMy WebLinkAbout18-19885 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 1988
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 19885 Address: 38603 CAMDEN AVE
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Boo :
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Feet: Subdivision: ALPHA VILLAGE
Est. Value: Parcel Number: 35-25-21-005A-00000-1130
Improv. Cost: 3,946.27 OWNER INFORMATION
Date Issued: 7/03/2018 Name: SPIRIDAKOS, GREG/DAWN
Total Fees: 90.00 Address: 38603 CAMDEN AVE
Amount Paid: 90.00 ZEPHYRHILLS, FL. 33542
Date Paid: 7/03/2018 Phone: (813)862-3441
Work Desc: REPLACE 6 WINDOWS S/S
CONTRACTORS APPLICATION FEES
LOWE'S HOME CENTERS INC BUILDING FEE 90.00
Ins ections a 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.
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
� :l9tiow.,
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: LOU&S
Date Received:
Site: 6-a3 CA",
Permit Type:
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: O
This comment sheet shall be kept with the permit and/or plans.
SkI
Kalvin Swi 'er 2raminer Date Contractor and/or Homeowner
(Required when comments are present)
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�,,Jp�Ci!4L C/�@Go STATE OF FLORIDA,COUNTY OF PASCO
�. THIS IS TO CERTIFY THAT THE FOREGOING IS A
gy TRUE AND CORRECT COPY OF THE DOCUMENT
M 4L ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
M `?`"., * W- IE MY HAND IAL SEAL THIS
O�r
�• �n j DAY OF
IF P ULA 'NEIL,C MPTROLLER
{� 1887
sT.4FE0a
F0
0O��P BY DEPUTY CLERK
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department,.-
Date RecelYed
Phone Contact for Permitting- -
.ho. g i 3
Owner's Name Y Lf t��t�(�S bwner'Phone Number
Owner's AddressH tD fl 3 C-c-i.T'v-)der, Owner Phone Number
Fee Simple,71tleholder Name �— Owner Phone Number
Fee Simpie•Titleholder Address
JOB ADDRESS 3G 3 LOT# r 3
SUBDIVISION PARCEL ID# '
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED - NEW CONSTR ADD/ALT SIGN �.. Q DEMOLISH
R INSTALL 8 REPAIR
PROPOSED USE 0 SFR Q COMM ,OTHER
TYPE OF-CONSTRUCTION il 04 BLOCK 0 FRAME STEEL Q
DESCRIPT ION OFWORK Iota t•10 victDL,5 Sr32a- t2e A k 168-13-3 #t 11 1 j6
BUILDING"SIZE SQ FOOTAGE HEIGHT
MB.UILDiNG VALUATION OF TOTAL CONSTRUCTION
i.
=ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
4
QPLUMB{NG 1$
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION.
=GAS Q ROOFING SPECIALTY OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER l�COMPANY iYL— end
SIGNATURE p J C V - REGISTERED Y/ N FEE CURREN,, Y/.N
Address N�ooc co t q 'v License#'
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CU(RRE�Y/N
Address License# I
PLUMBER" COMPANY
SIGNATURE REGISTERED' Y/ N' FEE CURREN
Address License#
MECHANICAL COMPANY'
SIGNATURE • ' REGISTERED YJ N:, FEE CURREP
Address, License# 177—� ^
OTHERa COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREP_
Address -License# F .
ESIDENTIAL Attach(2)PIot1Plans;.,(2)sets_of Building,Plans :(1)set,of*Energy.Forms;R=O,W,Permit for new.constructior;...
Minimum"ten-'(1l))`°work{ng days offer subrrlittal=date: Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
'COMMERCIAL Attach(2)complete sets of Building Plans plus a Life.Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction,
Minimum'ten(10)-working days:after_submittai'date..,Required,onsite,Construction Plans,.Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Worts Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach'(2)sets UEngineered Plans:
""PROP.ERTY,SURVEY required for all NEW construction.
D free tlons:
FilUbut application completely. -
'Owner8 Contractor;sign:back of..appiicaton,notarized
If•aver$2,500,a Notice of Commencement is required. (A/C upgrades over$7500)
*' Agent(fo(the contractor)orPawer of Attorney(for the owner)would fie someone with notarized letter from owner authorizing•same
"OVER,,THE'-.C.OUNTER�PERMITTING .(copy of,contract required)
Reroofsifshingles Sewers Servi&Upgrades AtC Fences.(Plor/5uiveyffootage)
Drlveways=Not over Counter{f on public road ways..n eccis"ROW
NOTICE OF DEED RESTRICTIONS:_ The;.undersigned understands that this permit may be subject_to"deed" restrigtions"
which may more'restrictive than County regulations. The undersigned assumes responsibility:for:compliance•with,any_.
applicable ideedsestrictions:
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner-has .hired a contractor or
contractors to undertake work;al ey may-be°;regyIred'to be licensed in.accordance with.state,and Io'cal regulation§"� Ifahe
contractor is not licensed as required by law,• both the owner.and contractor'riiay'be cited fora misdemeanor violation
understate law. If-the owner or intended-contactor are.uncertain.as-•to_what licensing.requirements-may.apply4oir th6
intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has'hired"a contractor or.•contractors,. he is-advised-to..have' the contractor("s) slgn .:• .
portions of the "contractor Block" of this-application-for-which-they will be responsible:- -If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting_priyileges.Jn.-Pasco
County. _
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands.:;.
that Transportation Impact Fees and Recourse Recovery Fees may apply'to'the,construction-of"new-buildings, change°of"
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-0.7;.and:...
90-07' as amended. The undersigned also-understands, that such fees, as may-be"due, Will,be-identified at the time of
permitting. It is.further understood that Transportation Impact Fees and Resource Recovery Fees must be.paid,prior:to
receiving a "certificate of occupancy" or final power release: If tlie-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_7.13, Florida Statutes, as,amended):..If valuation of work,is$2 500 00 or-more, I
certify"-that I, the applicant,"have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer.Affairs. If the applicant is-someone
other than the"owner", I certify that l have obtained a copy of the'above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S•AFFIOAVIT ,I,,certify that all-the information in this application is accurate-and that all,work
will be done in compliance with all applicable,laws.regulating,construction, zoning and land development. Application is
hereby made to obtain a permit to do work-and 'installation as indicated. I certify that no work or installation has
commenced prior to issuance;of.,a permit and that all work will be-performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I;also
certify that I understand that the regulations of other government agencies may-apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection-Cypress Bayheads, Wetland Areas-and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls, Docks,-Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the,following restrictions-apply.to the use of fill:
Use of fill-is not allowed in Flood Zone W"unless expressly permitted.
If the till 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.
If the fill material-is,-to be used in Flood Zone,"A" in.connection with a permitted building using stem jwall
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 fill is found to adversely affect adjacent properties, the owner may be"cited"for violating
the conditions of the building permit issued under-the, attached permit application, for lots less than one (1)
acre which areelevated by fill;an:engineered drainage,plan is required.
If I am the AGENT FOR THE OWNER, I prorriise-in good faith to inform the owner of the permitting conditi6hs.set forth in
this affidavit prior to commencing construction. I understand that a separate•permit may be required for electrical work,
plumbing, signs, wells, pools, 'air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor'.shall issuance of a permit prevent"the,Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by.,such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is�commenced. An extension
may be requested, in writing, from.the.Building Official for a�period not:to exceed ninety(90) days and will demonstrate
justifiable cause for the extension. Ifwork 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"IMPROVEMENTS70 YOUR PROPERTY. IF YOU INTEND'TO OBTAIN FINANCING;CONSULT
WITH-Y-OUR LENDER O -AN- TT_ORNEY BEFORE RECORDINGXOUR.NOTICE O _COMMENCEMENT._-_
FLORIDA JURAT(F.S.117. 3)
OWNER OR GENT CONTRACTOR
Subscribed'an m to(or affirmed)before me this Subscribed and swom to(or affirmed)before me this
by by
Who Is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced
as identification. as Identification.
Notary Public Notary Public
Commission No. Commission No.
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
ieW Plan Rev
Windows & Doors ..
1) :Need manufacturing installation specifications: . .
2.) . Must meet sections R308 and R612 of the 2017 F.B.C.
31: ,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.(franiing; plumbing; and..mechanical)-unless otherwise
specified.: _
5 This is.for re lacenient lass for lass. .onl If ou,wish to than a from screen or.vinyl
).. . P (g g ) Y• Y g Y
windows to.glass then additional iriformation isrequired.:
6) All windows to wall conn.ections:shall be left visible for. inspection.
7) All labeling and tiekers:sh all.remain:on.windows.until final inspection:
8.):: :No-work shall start without permit first: :. : „
2018-06-08 12:16 180prt 75 1854 8138389008 >> 8132699902 P 10/11
CONTRACT# 009414.4
WE$AUTHOR 0 REPRESENTATIVE NUMBER; CUSTOMER
v
STO
U-If� I ko I I
RE NO. orREeT ARMS STREET ADDRESS
-�-7,97-1 ban '61,-4 n6ocK
ISTATF viry ST�AM ZIP
fL_ � 7rpki�,h. I-/_ .3 5 V;
TELEPHONE TELEPHONE
DATE LOWIFS CONTRACTOR LICENSE NUMSER CMR .-Led Rao
COCIS05417 mot
ION STREET ADDRESS CITY STATE V?
A96vt
e t,Vrtf In sill Go, 2C0 .5e/ieS cJv,,b/r-Ai.,N3 LV#&^C14iV5 an,4 4-wo
-All ka kc 1,44C And -have 5,^,,befcsv Low- F_ aiAd Xgr% Qq- Ilt Ad,<
NOTICE TO CUSTOMER—PRICE CALCULATIONS:In orflor to property perform the Installation df certain Goods,the•Contract Price may Include more
Goods than actually will be Installed based on thie measured Square footage of the-Project Area.As a result,the parties agree that the lump-sum Price
stated in this Contract is calculated up6n both the value of esilmatod Goode required to fulfill the contract(including watte),which may exceed the actual
square footage of the Project Area,and the labor which may be estimated based on the amount of Goods required to fultill.the.Contract(Including waste),
Bysignin this Contract below.Customer acknowledges receipt of this notice and agrees and understands'that the-Price�ncludea those costs which may
not be refunded once the tristallatton Services are performed,
NOTICE TO CUSTOMER: Federal law requires Lowell;to provide you with the
pamphlet Renovata Right.By aligning this Contract,Customer acknowledges
having received a copy-of this pamphlet b4forei-viroirk began Informing Customer Contract Total '3, qW- 7.
of the potential risk of the laid hazard exposure from renovation activity to be 6 applicable taxes included
performed In Customer's dwelling unit.
NOTE.'Ilf rotted wood is discovered during instigation additional charges will Apply.You It be given a quotW and a change order'
must be completed andsigned by the customer for any additional charges. Customer must initial.
_'Any work or material not speciflod Is not included In this contract.Any changes or additions will be at an additional charge for the material and labor.
NOTICE TO OWNER: — ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001!713.37, FLORIDA
STATUTES),THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND-SERVICES AND-ARE NOT PAID.�IN'
FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM-FOR PAYMENT AGAINST YOUR PROPERTY.THIS CLAIM 16 KNOWN AS A
CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY- SUBCONTRACTORS,
SUB-SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR,
PROPERTY FOR PAYMENT,EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL,IF YOU FAIL TO PAY YOUR
CONTRACTOR,YOUR CONTRACTOR MAY ALSO HAVE ALIEN ON YOUR PROPERTY.THIS MEANS IF ALIEN.IS FILED YOUR
PROPERTY COULD-BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR,MATERIALS,OR OTHER SERVICES THAT YOUR
CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY.TO PROTECT YOURSELF,YOU SHOULD STIPULATE
IN THIS CONTRACT THAT BEFORE'ANY PAYMENT IS MADE,-YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU'WITH A
WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU*A"NOTICE TO OWNER."
FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX,AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY.
PHOTO RELEASE.,Customer grants to Lowe's and Lowe's employees and.fridepandeni contractors the right to take-photographs of the Promises where
installation Services will be performed and all.work performed at the Premises related to this Contract,and Irrievociibly grants to Lowe's all right,title and
interest in and to.the photographs for use In all markets and media,worldwide,in perpetuity.Customer authorizes Lowe's to copyright,use and publish the
photographs in print and/or electronically,and agrees that Lowe's may use such photographs for any lawful purpm,including,but not limited to,marketing,
advertising,publicity,illustration,training and Web content.By initialing.here,Customer agrees to the foregoing.-laustcmer.to initial to tho-loti).
Work is tp commence upap reasonable availability of Contractor and/or any special order lit made Goods)which Is anticipated to be
m t It In date).Estimated completion-date is kv lfttar TZ it On 1--h 5 [fill In date).
Said estimated-substantial completion date Is Sat of the essence.A statement of any contingencies that would mote4aify change said estimated substantial
Completion dates is as follows,—
This Contract provides that all claims by Customer or Lowe's will he resolved by BINDING ARBITRATION.Customer and L we's* GIVE UP THE RIGHT
*w
TO GO TO COURT to enforce this Contract(EXCEPT for matters that may be taken to SMALL'CLAIMS COURT).Lowe's and Customer's rights will be
-determined by a-NEUTRAL ARBITRATOR and NOT,a judge or-jury. Lowe's and Customer are entitled to a FAIR iiiiElKRING. But the arbitration
procedures are SIMPLER ASO MORV LIMITED THAN RULES APPLICABLE IN COURT.Arbitrator decisions are as onforcaa6l'o as any court ardor and
*Pa41.16604 M Ur-AV J-111.11117Mlamomw 0V A-9-^010-r =0%0 0S.%V%V
2018-06-08 12:17 ISOprt 75 1854 8138389008.» 8132699902 P 11/11
V V..V..lV V..•�'.... '
SUBlSUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PkUNL 1; WMV AKC VrpCU IflVISM I lrrr%e
PROPERTY FOR PAYMENT,EVEN IF YOU HAVE ALREADY PAID YdUR-CONTRACTOR IN FULL.IF YOU FAIL TO PAY YOUR
CONTRACTOR,YOUR CONTRACTOR MAY ALSO HAVE ALIEN QN YOUR PROPERTY.THIS MEANS IF A LiEN IS FiLED YOUR .
PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR,MATERIALS,OR OTHER SERVICES THAT YOUR
CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY.TO PROTECT YOURSELF YOU SHOULD STIPULATE
IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE YOUR CONTRACTOR IS REQUIRi-6 TO PROVIDE YOU WITH A
WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COWNY THAT HAS PROVIDED TO YOU A"NOTICE TO OWNER."
FLORIDA'S CONSTRUCTION LIEN UAW IS COMPLEX,AND IT IS RECOMMENDED THATYOU CONSULT AN ATTORNEY,
PHOTO RELEASE:Customer grants to Lowo's and LowWs employees and.independent contractors the right to lake photographs of the Premises where
installation Services will be performed and all work performed at the Premises related to this Contract,and Irrevocably grants to Lowe's all right,title and
Interest In and to the pholographs for use in all Markets and media,worldwide,In perpetuity.Customer authorizes Lowe's to copyright,use and publish the
photographs in print and/or electronically,and agrees that Lowe's may use such photographs for any lawful purpose,Including,but not limited to,marketing.
advertising,publicity,Illustration,training and Web content.By Initialing here,Customer agrees to the foregoing.-(Customer to Initial to the tort].
Work Is to commence upon reasonable availability of Contractor and/or any special order or Customer made Good(s)which is anticipated to be
7+j"I Cr ry t_S [ffff to datej.Estimated completion date is �+!taS�r. a erg, ht S - (fin to datej,
Sold estimated substantial oomp ation date is not of the essence.A statement of any contingencies that would materially change said estimated substantial
completion date.is as follows:
b L (if applicable.-Inssrb:a stelameni of such*oontingencies). 4 �.
,
This Contract provides that all claims by Customer 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 for matters that may be taken to SMALL.CLAIMS COURT).Lowe's and Customer's rights will be
determined by a NEUYRAL ARBITRATOR and NOT a judge or jury. Lowe's abd Customer are entitled to a FAIR HEARING. But the arbitration
procedures are SIMPLER AND MORE LIMITED tMAN RULES APPLICABLE IN COURT.Arbitrator decisions are as enforceable as any court order and '
are subject to VERY.LiMITED REVIEW BY A•COURT,FOR MORE DETAILS:Revieik the sectlon'titled ARBITRATION AGREEMENT,WAIVER OF JURY
TRIAL AND WAIVER OF CLASS ACTION ADJUDICATION found In the Terms and Conditions of this Contract.
DO NOT SIGN THIS CONTRACT UNTIL.COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS CONTAINED ON ALL
PAGES OF THIS CONTRACT.BY SIGNING BELOW,YOU ARE ACKNOWLEDGING THAT YOU HAVE-PIAO,UNDERSTAND
AND AGREE TO THE TERMS ANIYCONDITIONS STET FORTH ON ALL PAGES OF THIS CONTRACT.YOU ARE ENTITLED TO A
COPY OF THIS CONTRACT"AT THE TIME OF SIGNATURE.
WITNESS OUR HAND(S)AND SEAL(S)Slit-OW THIS 1.sf DAY OF m� Q"f____�
Lowe's Home Centers, LLC
•Z
cone
Lowe's j<u orfz ep torus Co owner or Witness
Customer admowladges Yetelpt of a true copy of this contract which was complataly,filled In prior to Cwttonices exeeudop hereof.You,the buyer.ma;
cancel this transaction at any time prior to midnight of the third business day after the date of this transaction.See'ths attached notice of cancellation
form for an explanation of this right.
551 Q6 REV. 12J7 3 FILE COPY 0 2004 br'r owa'&O la""a And the pare dOOP
am re&orcd trade nnNA of LF Copp mWri,
2018-06-08 12:15 Mprt 75 1854 8138389008 >> 8132699902 P 8I11
Page 1 of 3 Pella 0 26
E N5M6VING Reliabilt D
Other
PSE Pricing Worksheet - Windows
(Complete and Fax to Installer)
Customer: Lowh �rt�_ Qri �41�vS Store:
Phone(home).'%/'3'KC- tff51 Phone(cell): Phone(other):/
Install Address: 315603 GAnckn Q Z Am S 3 yq/
Directions:
1. Draw the walls where windows are being replaced and label them front, back, L side or R side
(as seen from the street)
2. Draw the windows that are being replaced on each wall drawing
3. Place a capital letter beside each window in the drawing. Windows with the same dimensions
will have the same letter. Complete the information on the next page using the corresponding
letter.
Front
Left 00 ko 4'ekr_. IDA
f b
Back
A g e
rZ
Right
Sr6 1S5 t4�8t3, b8o R.
Page 1 of 4
-; Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL 16809.-R4
Application Type Affirmation
Code Version 2017
Application Status Approved
Comments
Archived ;_I
Product Manufacturer 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 C/7' ,Op SAT
p�,11
Pella,IA 50219 eA,�
(641)621-1000
P1Bortscheller@pella.com y„'�`I�/N��
Category Windows
Subcategory Horizontal Slider
Compliance Method Certification Mark or Listing `Do ®R
nor/aAq�F�osy'�4
Certification Agency Window and Door Manufac �eKit1'�to �/ C
Validated By Terrence E.Lunn,PE �/i'Q, yF -Zz"4ez"'
3.i Validation Checklist-Hardcopy* dd-0 �G oh+p�
Referenced Standard and Year(of Standard) Standard � ear
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
AAMA/WDMA/CSA 101/1.S.2/A440-11 2011
Equivalence of Product Standards
Certified By
M 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 C!Yes >No >)N/A
Product Approval Method Method I Option A
Date Submitted 12/05/2017
Date Validated 12/052017
Date Pending FBC Approval
http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPs.., 5/5/2018
Page 2 of 4
• Date Approved 12/06/2017
Summary of Products
FL N 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 051242021
Design Pressure:+35/-35 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM E1300 FL16809 R4 11 Drawing 1869.134E
standard. Verified By:Warren W.Schaefer P.E.44135
Created by Independent Third Parry: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 ASTM E1300 FL16809 R4 II Drawing 1869.13df
standard. Verified By:Warren W.Schaefer P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16809 R4 AE Drawing 1809. f
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 FL16809 R4 C CAC 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 ASTM EI300 FL16809 R4 11 Drawing 1869,134E
standard. Verified By:Warren W.Schaefer P.EA4135
Created by Independent Third Parry:Yes
Evaluation Reports
1`1,168Q9 R4 AE Drawing 1869.pdf
Created by Independent Third Party:Yes
16809A 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 .OS pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/06/2021
Design Pressure:+501-50 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM E1300 FL16809 R4 11 Drawing 1869.,0df
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
16809.5 250 Series Sliding Window 108"x 44"1/3 vent vinyl non-impact XOX sliding window with look stile
reinforcement.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16909 R4 C CAC CCL 411-H-1463.08 .09.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 ASTM E1300 FL16809 R4 11 Drawing 1869.odf
standard. Verified By:Warren W.Schaefer P.EA4135
http://www.floridabuilding.orL/pr/pr app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPS... . 5/5/20I8
Page 3 of 4
• Created by Independent Third Party:Yes
Evaluation Reports
FL16809 R4 AE Drawing 1869.pdf
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 41 I-H-1463.10 .I I.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/06/2021
Design Pressure:+501-50 Installation Instructions
Other:Configurations ofglass shall conform to the current ASTM E1300 FL16809 R4 ll Drawingl 869.pdf
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
16809.7 250 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 ASTM E1300 FL16809 R4 11 Drawing 1869.odf
standard. Verified By:Warren W.Schaefer,P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16809 R4 AE Drawing 1869.odf
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 QL-411-H-1463.S0: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 ASTM E1300 FL16809 R4 It Drawing 1869.gdf
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
16809.9 250 Series 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 FL16909 R4 C CAC CCL 411-H-1463 24 25 Rdf
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 ASTM E1300 FL16809 R4 fi Drawing 1869.pdf
standard. Verified By:Warren W.Schaefer,RE.44135
Created by Independent Third Party:Yes
Evaluation Reports
ELIOW R4 AE Drawing 1869.Rdf
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.adf
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 ASTM E 1300 FL16809 R4 11 Drawing 1869,Rddf
standard. Verified By:Warren W.Schaefer,P.E.44135
Created by Independent Third Party:Yes
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtn mTSTNdVPs... 5/5/2018
Page 4 of 4
Evaluation Reports
FL16809 R4 AE Drawing 1869,pdf
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:+3000 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM E1300 EL16809 R4 1I Drawing 1869.ndf
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
16809.12 250 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.ndf
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 ofglass shall conform to the current ASTM E1300 FL16809 R4 II DrawingI 869.4
standard. Verified By:Warren W.Schaefer 44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16809 R4 AE Drawing 1869.mif
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 FLI6809 R4 C CAC CCL-411-H-1463.46.pdf
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 ASTM E1300 FL16909 R4 Il Drawing 1869.odf
standard. Verified By:Warren W.Schaefer 44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16809 R4 AE Drawing 186,pdf
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 ASTM E1300 FL16909 R4 II DrawingI 869.gdf
standard. Verified By:Warren W.Schaefer 44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16809 R4 AE Drawing 1869.0
Created by Independent Third Party:Yes
hUp://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPs... 5/5/2418
GENERAL ' O YY R
1. ALL FASTENERS SIMI.L BE Of ACCORDANCE WITH THOSE FOR MAX. FRAME WIDTH, SEE PRESSURE TABLE
ORAATIDS. SPECTID ANCIM ENMD TD BASE 1MTERIN.% LL
BE BETDPm WALL FWM OR FOR MAX. fRAME WIDM SEE PRESSURE TABLE ON THIS SHEET. ( �
2. OPENHG%SUOM4 t VUCIDW FASIEHD'ib MOST 8E
PaDPDar DEMO t O STA3IFD 70 TRANSFER rwD urns TO ON THIS SHEET. 6' 6" W c-
& iESE R N a'MAX. tz'MnA- D.C.ITTtz'MAX. D.C. a"MAX.CA a a
3. TRDAN E WITH ACT ETD E REQUIREMENTS
WSTAUEMENTS Of T ARE N
ACCORDANCE 11TH ArD Y17 THE REOIAREYDNS Of THE FLORIDA 3 2 3 6 "
9
4. AL CODE(iTiC). -� .
4. ALL ANCHORS SFEwe1G PRODUCT FIMW.ES TO PIa1S91RE
1RFAIED 9=OR WOOD FRAIDD SHALL BE CAPABLE Of
RE9S M CosO CAUSED Or THE PRESMURE TREATDIG f 4' MO.
asaws N TIE WOOD.
IL wiEI&M DCUIDNG BOf NOT UOIITD TO SiFlt SCREY6. W W
THAT COME wro cOMALT a1q on1ER gSSWAR wTERWS w x 81 FIN FASTENER WIDTH 2' An x 2
SKA L MEET THE FMXMZDIENTS of FIDROA SUwNG CODE m -w rn FRAME SCREWS WHERE SHOWN AT HEAD&SIDES.
CKWTER 10. a Of CORNERS& 4 1/2' - 4
a TO THE BEST OF OUR KNOWLFDCE THE PRODUCT SiDAM =�U�jCLUSTER FIN FASTENERS MAX. O.C.WHEN JOB SEE'FRALIE ANCHOR REQUIREMENTS TABLE'ON THIS
HEREIN G
6 CER IM t MUIY ASWRED BY A FLORIDA STATE w AT MEETING RAIL ENDS REQUIRED DESIGN w D SHEET FOR REQUIREMENTS. (NOTE THAT WHEN JOB HC3
APPROVED CFRID1GAtptN DMRHT&SHALL BE U$TEU M x z SUCH THAT THERE AREA x z REQUIRED DESIGN PRESSURE IS OVER + -35 A d
ACCgtDOK1E 1HM TE MND THE FLORIDA DD'MTIOIT Of O PRESSURE IS OVER +/-35 /
MSNFss t PaoTl vaML lEfiAADIN SPD7FICATXRNS �, 70TAL OF 5 POSITIONED I PSR.9'MAX. O.C. WHEN W W FRAME FRLER MUST BE USED AT EACH FRAME -
PR000CT ASg1Br S NOT PART OF THIS ORAWD16 AND SWILL a5 AS SHOWN. SEE 'FRAME SCREW,SEE SHEET 4 FOR PART DETAIL) 3
ff N AOLT)RWNGE TRIM THE MYiUFAC111ROH'S quart A.. JOB REOUIREO DESIGN 4 m
ISSDUTCF SPECMTUONS t TESTING ROWTS. ANCHOR REQUIREMENTS PRESSURE IS +/-35 PSF n
7. CEm01CA ON OF TM PRODUCT OSTAUADI6 SMALL BE TABLE'ON THIS SHEET
mWERED VOO IF ANY OF THE FOLLOAONC APPLY•.T)PRODUCT FOR REQUIREMENTS. .LESS.SEE"FRAME
IS#ISTAUED N fHOVT A MlDNG PERMIT FROM THE APPLICABLE ANCHOR REQUIREMENTS N
u7w M aDRG DEPARTMENT. 2)PRODUCT S NCSDLLED BY o'cc TABLE'ON iH1$ SHEET
INroFE OTHER 7HW A UCDlgD CONIPICTOR'Da'EWDCED WIN
a j I FOR REQUIREMENTS. "a j o ^o:. NSTA LMIONS OF TM-T&E OF PRODUCT. 3)IF CPWJMS WIVE / o C
,O iD PRO
DUCTS CDITIICATOM F?II11r5 CERTIFICATE �- 4' MAX. = n y to I
1HO'CJMUg TIM.NSUIMADn6 tD HE Nmp1ECf OR
aczs�
OdaATHE LEAST DEXII I TW N IE SPECIFIED
D li IN RA OL FOR EXTERIOR ELEVATION: �- c~i $ 5 0
INSTALLATION CUPS WHERE EXTERIOR ELEVATION: aDIE �I-'
&THESE DRRAABOws CUM THE PRODUCT DWALIATION�Y XO WINDOW SHOWN AT SILL. SEE "FRAME XO WINDOW c a
WATER PROOiNG OF THE RWALLM PRODUCT 5 NOT PART Of SCALE 3/4- = 1'-0- ANCHOR REQUIREMENTS TABLE' I a
TH6 INSTALLATION CExlllrwmR TIMT RESPONSMILI r 9ML BE ON THIS SHEET FOR SCALE 3/4' - V-0' _
7HAT or THE wwUFAnwrFR t/OR DUsrAunL (NAIL FIN MOUNT CONDITION) o
FRAME ANCHOR REQUIREMENTS TABLE REQUIREMENTS. (FRAME SCREW AND CLIP MOUNT CONDITION) z
OPENING TYPE PRIME/CLIP/NNL FlN TO MINIMUM MINIMUM
(SUBSTRATE) I OPENIG FASTENER TYPE EMBED EDGE DW..
ALLOWABLE DESIGN AIT ALTERMYE ATE ANCHORS
T IR uTIFI
• (1 FRAME SCREWS ALL ALTERNATE ANCHORS IN t11EtR sFE�CIFlEO�� Z
MIN. 2X4 WOOD FRAME OR BUCK PRESSURE SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE o
THEIR APPLICABLE STANDARD(S)
NO. 10 SIAS OR WOOD SCREW 1 1/4" 3WITHDS)AND ARE FOUND 00
(MAN.GIL 3&C=OSS) ' WITH(XO&OX UNITS) TO BE EQUIVALENT TO OR STRONGER THAN THE
MIN. 18 GA 33 IM METAL STUD NO. 10 CR.5 SELF TAP DRO L SCREW FULL 1/2' MAX. MAX. ALLOWABLE ANCHOR(S) USED IN TESTING WIH THIS PRODUCT.MIN. t 8'THK A36 STEEL NO. 10 OR.5 SELF TAP DRILL SCREW FULL 1/2; FRAME FRAME PRESSURE 9 z� -
2S'�
MIN. 1/8'7NK 6063-75 ALUM. N0. TO OR.5 SELF TA"ILL SCREW FULL 1/2' WIDTH HEIGHT (+/- PST) 06OUATOR LwuMTKW 6 BASED ON APPUCRAE ANCIM 5WU%gOS S .
� dX
MIN.C-90 CMU OR 2500 PSI CONCRETE (2) 1 4-CONCRETE SCREW 1 t 4' 2' (IN.) (IN.) AID/bi NSOIOMTIDN A RMRZ I'MOU APwOAMX TEST REPORTS TIC o.
ws
( INSTALLATION CLIP SCREWS 52 t 4 62 50 TW IN FORCE A�aN 9oN cow MART mn T�EVA MC O CO
1 NNW N IDIIt AT 11ff lIR Of M[tVAUWIOK N Alt EVENT e<CODE Wg u
VFRSOM CWVC6/w0/TFS OR N M DV TMT"OR ADOMOIK N �o u
MN. ZX4 WOOD FRAME OR BUCK 72 44 50 TDTND 6 mw'LLTm aN THE RDlU CED PR W.PROR TO STAttC
NO. 10 SMS SCREW 1 1/4- 1/2' CODE muHWCE NIH na STATIC THE LLNA6&MAM%VU CDMrW o -
(E'R)).GR J&G=0.55) 73 1 2 72 2$ TWIN T2 RSrAWTDM EVALUAnW DCNm1 OF RUM UK TW N ow
MIN.18.GA 33 KSI METAL STUD NO. 10 GIL 5 SELF TAP DRILL SCREW FULL 1/2- 78 62 25 RW��SPECFU HIRE- ARE QIRRW WN THE TVO C AaEur C4 tA Z
TESMr,CODE AND APPUCIME STMMV 04
MR 1/8'1HK A36 STEEL NO. 10 GIL 5 SELF TAP/DRILL SCREW FULL 1/2' 96 62 30 �30
ION. 1ALUM. NO. 0/4'CONCRETE SSCR 1
5 SELF A SCREW F1/ PRESSURE S14OWN IN THIS TABLE
2500 PSI CONCRETE (2) 1 4- 122' IS FOR INSTALLATION GOVERN CONDITIONS
(3)NAILING FIN FASTENERSONLY k�r'"'
MIN.2X4 WOOD FRAME OR BUCK PRESSURE ON THE WINDOWS ?Q�i s LL s:`� o
N0 8 5u5 SCREW 1 3/8" SHALL BE THE LESSER OF THAT ?,yy c O:
(W . t2EN.OR.3&C�0.55) / SHOWN 1N THE INDIVIDUAL 3Q aq
MIN.2X4 W000 FRAME OR BUCK WINDOWS STATE APPROVAL OR z
tl G .91
(MIN.,GR 3&G=0.55) A. ROOFING NAIL 1 3/8' 1/2'
THAT SHOWN IN THIS TABLE �7j iVi O �4ty
MIN. 1/8-INK A36 STEEL NO.B GR.5 SELF TAP/DRILL SCREW FULL 1/2'
I(1)FRAME AND INSTALLATION CUP N SCREWSSHNl BE A PAN OR HEX HEAD SCREW.
O.8 GR.5 SELF TAP/DRIU.SCREW �LL t/2'
(2)CONCRETE SCREWS SHALL B ELCO E
U(SRAMSETEO TAPCONS(CS.OR S...)OR NS(CS.).
KVAK-CON OR S S.). 1HLr wr RDr a usni Ta n°t AatLaLr )869 B
(3)WHEN SCREWS ARE USED WITH-THE NAIL FIN,THEY MUST BE A WAFFLE HFilO SCREW OR HAVE THEY uCD fq A of anal
L A q/�art ,wPao�u PROOucr MR Wi7 SKEET NO.
A FLAT WASHER AT THE SCREW HEAD. ANT PADDUCT Rot PAOOUDm A THE Y4AKACIWG I of 5
h Onfam m
YtY Y1S
i�N N/P/M
120•MAX. FRAME WIDTH
A7 2- 2' a
3
G
j CLUSTER FIN FASTENERS AT MEETING RAIL ENDS
Bt I SUCH THAT THERE ARE A TOTAL OF 5 POSITIONED AS
4 SHOWN.SEE FRAME ANCHOR REQUIREMENTS TABLE'
i I ON SHEET 1 FOR SCREW REQUIREMENTS.
w
w FIN FASTENER WITHIN 2'OF CORNERS&4 1/2'MAX.
O.C.WHEN JOB REWIRED DESIGN PRESSURE IS OVER �— $
+/-35 PSF,9'MAX.O.C.WHEN JOB REQUIRED DESIGN
PRESSURE IS+/-35 PSF OR LESS. SEE 'FRAME
ANCHOR REQUIREMENTS TABLE'ON SHEET 1 FOR I ALLOWABLE DESIGN
REQUIREMENTS. / / PRESSURE z
(XOX UNITS)
NS
MAX. MAX. ALLOWABLE Z o nIS i
FRAME FRAME PRESSURE 3 Z g N
EXTERIOR ELEVATION: WIDTH HEIGHT (+/- PSF)
XOX WINDOW (IN-) (IN.)
SCAM
3/4' - 1'-0' 96 72 25 IL
(NAIL FIN MOUNT CONDITION) 108 44 50 z a
1OR 62 30 z u
PRESSURE SHOWN IN THIS TABLE
720"MAX. FRAME WIDTH IS FOR INSTALLATION CONDITIONS rn
6' 6' 6' 6' ONLY. THE GOVERNING DESIGN 1.4
4'MAX. El
12' MAX_ T2'MAX. O.C. 120 4'MAX. PRESSURE ON THE WINDOWS
SFIALL BE THE LESSER OF THAT z
A2 SHOWN IN THE INDIVIDUAL
3 WINDOWS STATE APPROVAL OR j coo
THAT SHOWN IN THIS TABLE. w ¢m o
4' MAX. 2¢
2 / FRAME SCREWS WHERE SHOWN AT / cm ^�
a =
4 I HEAD&SIDES.SEE "FRAME I W �z �S
s ANCHOR REQUIREMENTS TABLE'ON c; ul
v ISHEET I FOR REQUIREMENTS. (NOTE �0y$
THAT WHEN JOB REQUIRED DESIGN iNZ w
PRESSURE IS OVER +/-35 A3c�
x FRAMI EACHEFRAMER MUST B SCREW. EESHEET4 I = ���AT ��vL �C(�j��/k,� u3�
FOR PART DETAIL) �� �tr r""""�.,y/ t W
pw cm
INTO VPh� r Q��W N �
Q.
4'Max. ;3 i cm
o* <oo a ao
z
INSTALLATION CLIPS WHERE EXTERIOR ELEVATION:SHOWN' Kidd
At SILL/WCHORREQUIRESE EE " TABLE'FRAME XOX WINDOW
ON SHEET 1 FOR SCALE.. 3/4' = 1'-0'
REQUIREMENTS. (FRAME SCREW AND CLIP MOUNT CONDITION) 1869 IT
SHM NO.
2 a 5
0.' GfatD R
Ulll t1S
ML WIC
a
78'MAX. FRAME WIDTH r.
78'M . FRAME WIDTH
SIMILAR 78' 4' MAX. 12_MAX. O.C. 4'MAX.
61"1 SIMILAR
3 A2 _
4 MAX.
CLUSTER FIN FASTENERS AT MULLION& MEERNG RAIL ,
ENDS SUCH THAT THERE ARE A TOTAL OF 5 2
POSITIONED AS SHOWN.SEE 'FRAME ANCHOR 4 12'MAX.O.C.
REQUIREMENTS TABLE'ON SHEET 1 FOR
REQUIREMENTS. 2:4f
3� z
z oN� I
g et TV
1
D4 FIN FASTENER WITHIN 2' a FRAME SCREWS WHERE 5 �
OF CORNERS&9' MAX. SHOWN AT HEAD&SIOES. CL a
O.C.SEE 'FRAME ANCHOR SEE 'FRAME ANCHOR I a
REQUIREMENTS TABLE'ON T REQUIREMENTS TABLE' ON p Z
SHEET 1 FOR SHEET 1 FOR
REQUIREMENTS. I o I REQUIREMENTS.
mcc
INSTALLATION CUPS WHERE N
j I I SHOWN AT SILL SEE
FRAME ANCHOR
I I REQUIREMENTS TABLE'ON y to e
SHEET 1 FORFoo
REQUIREMENTS. Z$V.
a•MAX. 6.4
. —T � I
4' MAX.--� �—12'MAX. O.C.— —12 MAX. O.C.—� 4'MAX. 0 -
EXTERIOR ELEVATION. N H�Im
XO OR OX WINDOW WITH TRANSOM EXTERIOR ELEVATION: A
(NAIL SrI OUNT CONDITION) ALLOWABLE DESIGN PRESSURE XO OR OX WISCALE NDOW_W-0.TRANSOM `` ��c�g ! �, 33�
RANSOM UNITS (FRAME SCREW AND CLIP MOUNT CONDITION) ?�Q m
+ -25 PSF _0_ c of J a
_ s•.a
1869 B
swm NO.
3 or 5
1/4"MAX. 1/4' MAX. SHIM FRAME HEIGHT— 1/4-MAX.SHIM FRAME HEIGHT
SPACE
FRAME WIDTH AT EACH ANCHOR AT EACH ANCHOR .ar wove•
SEAL SPACE WITH - SEAL SPACE WITH LOW-
LOW EXPANSION SEAL SPACE WITH LOW EXPANSION FOAM AROUND p
FOAM AROUND EXPANSION FOAM AROUND PERIMETER Of WINDOW d
SUBSTRATE BY PERIMETER OF SUBSTRATE BY _� PERIMETER OF WINDOW SUBSTRATE BY FRAME
OTHERS PER WINDOW FRAME OTHERS PER , FRAME OTHERS PER ;'f 6
BANE ANCHOR: FRAME ANCHOR 'FRAME ANCHOR
REQUIREMENTS RE011IREMENTS REQUIREMENTS ggg
TABLE' TABLE' =1 TABLE'
FIN FASTENER
PER ELEVATION FRAME SCREW
PER ELEVATION '�
FRAME SCREW � 4
SEALANT BY PER ELEVATION
OTHERS 4 SEALANT BY o FRAME FILLER
BEHIND NAIL FRAME FILLER OTHERS BEHIND w
FIN
` - FRAME FLANGE c,`•
+',' SEALANT BY
SEALANT BY 2 1 `;;Y OTHERS EXTERIOR
SEALANT BY +x r i OTHERS EXTERIOR
OTHERS EXTERIOR •'�:":'; '+L 3 o rn
: B2
$ECT10N 91 SECTIONSCALE 3/4 FULL 4 z $N >i
SCALE 3/4 FULL a ALTERNATE SECTION e2 3 �z s
(NAIL FIN MOUNT) (FRAME SCREW MOUNT CONDITION) SCALE: 1/2 FULL 4 � ��
(FRAME SCREW MOUNT CONDITION WITH FLANGE)
1
0.375 — o
CONTINUOUS WOOD MEMBER LESS 0.604--{ I —•1 1.020 Z
IN THICKNESS THAN A 2X_BUCK 0•� y
TO BE MIN. 3 1 2-DEEP NOT 7
/ ( SUBSTRATE 8Y OTHERS o.225-I v
REQUIRED WHEN SHIM SPACE IS PER 'FRAME ANCHOR
WITHIN ALLOWABLE DIMENSIONS REQUIREMENTS TABLE' LENGTH - 3'�• z
SHOWN IN SECTIONS). 0.6%U-1
2' 3.000 ®�� z
.:'+.:, (RIGID PVC) H zo
0.860 (NOTE THAT WHEN rx
LJOB REQUIRED W
0.059� 0.059� 0' DESIGN PRESSURE s
OTHERS SEALANT BY 0 O Oj FRAME F11NPF @MAW RANGE IS OVER +/-35 A 4$Cx
(RIGID PVC) (RIGID PVC) FRAME FILLER MUST n
1.325 BE USED AT EACH W�
FRAME SCREW PER r 0.060 FRAME SCREW)
ELEVATION k 'FRAME
4 ANCHOR REQUIREMENTS 0.293J N Ng$
TABLE' 3 INSTALATION CUP a 30
EXTERIOR O(ROD PVC) `,,�IIIIIII/ff�f
ci
OPTIONA DIRECT MOUNT DETAIL �q's°z' v* a cli: F
TO SUBSTRATE WITH SPACER
(HEAD SECTION SHOWN.SIDES ARE INSTALLED THE SAME)
111)
(DIRECT FR MDEETTA�IL NOT DSHOWN SEOT
E OTHER SECTIONS)AT'
/f 1/1111H
M
1869 B
mccr>ro.
5 � 5
Page 1 of 4
Product Approval Meg>Product or Application Search>Applicatiotl List>Application Detail
FL N FL16813-R4
Application Type Affirmation
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer. 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@pelia.com
Quality Assurance Representative Pat Bortscheller
Address/Phone/Email 102 Main Street
Pella,IA 50219
(641)621-1000
PJBortscheller@pella.com
Category Windows
Subcategory Double Hung
Compliance Method Certification Mark or Listing
Certification Agency Window and Door Manufacturers Association
Validated By Terrence E.Lunn,PE
Validation Checklist-Hardoopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/l.S.2/A440-08 2008
AAMA/WDMA/CSA 101/I.S.2/A440-11 2011
Equivalence of Product Standards
Certified By
1 affirm that there are no changes in the new Florida Building Code which affect my
product(s)and my product(s)are in compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity Yes ' No N/A
Product Approval Method Method 1 Option A
Date Submitted 12/05/2017
Date Validated 12/05/2017
Date Pending FBC Approval
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=WGEVXOWtDatmmTSTNdVP... 4/1 R/9.01 R
Page 2 of 4
Date Approved 12/06/2017
Summary of Products
FL N Model,Number or Name Description
16813.1 1250 Series Double Hung Window 48"x 63"vinyl non-impact single window with interlock reinforcement
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16813 R4 C CAC CCL 411-H-1461.16 .17.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/25/2021
Design Pressure:+30/-30 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM E1300 FL16813 R4 11 Drawing 1868A_pdf
standard. Verified By:Warren W.Schaefer P.I?.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16813 R4 AE Drawing 1868A.pdf
Created by Independent Third Party:Yes
16813.2 250 Series Double Hung Window 36"x 72"vinyl non-impact single window with fully reinforced stiles&
rails
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16813 R4 C CAC CCL 411-H-1461.00 .0l.adf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/29/2021
Design Pressure:+30/-30 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM E1300 FL16813 R4 li Drawing 1868A.odf
standard. Verified By:Warren W.Schaefer P.E.44135
Created by independent Third Party:Yes
Evaluation Reports
FL168D R4 AE Drawingl 68A f
Created by Independent Third Party:Yes
16813.3 250 Series Double Hung Window 36"x 63"vinyl non-impact single window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16813 R4 C CAC CCL 411-H-1461.12 .13.gdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:l o 04/25/2021
Design Pressure:+35/-35 installation Instructions
Other:Configurations of glass shall conform to the current ASTM E1300 FL 16813 R4 Il DrawingI 868A.pdf
standard. Verified By:Warren W.Schaefer P.li.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16813 R4 AE Drawing t86 A df
Created by Independent Third Party:Yes
16813.4 250 Series Double Hung Window 48"x 72"vinyl non-impact single window with fully reinforced stiles&
rails&HP package
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16813 R4 C CAC CCL 411-H-1461.04 .OS.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/29/2021
Design Pressure:+A/-50 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM E1300 FL16813 R4 11 Drawing 1868.pdf
standard. Verified By:Warren W.Schaefer P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16813 R4 AE Drawing 1868.odf
Created by Independent Third Party:Yes
16813.5 250 Series Double Hung Window 96"x 63"vinyl non-impact double window with interlock reinforcement
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16813 R4 C CAC CCL 411-H-1461.16 .17.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/25/2021
Design Pressure:+30/-30 Installation Instructions
Other:Configurations ofglass shall conform to the current ASTM E1300 FL16813 R4 li Drawing 1868A.pddf
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=wGEVXOwtDatmmT4TNdVP... 411 R/901 R
Page 3 of 4
FL16813 R4 AE Drawing 1868A.pdf
Created by Independent Third Patty:Yes
16813.6 250 Series Double Hung Window 72 1/2"x 72"vinyl non-impact double window with fully reinforced stiles
&rails :
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16813 R4 C CAC CCL 411-H-1461.00 .0l.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/29/2021
Design Pressure:+30/-30 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM E1300 FL16813 R4 ❑ Drawing 1868A.odf
standard. Verified By:Warren W.Schaefer P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16813 R4 ACE Drawing IfL6j&pdf
Created by independent Third Party:Yes
16813.7 250 Series Double Hung Window 72 1/2"x 63"vinyl non-impact double window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL16813 R4 C CAC CCL 41 I-H-146I,08 ,09,odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/25/2021
Design Pressure:+351-35 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM E1300 FL16813 R4 11 Drawing 1868A.pdf
standard. Verified By:Warren W.Schaefer P.G.44135
Created by independent Third Party:Yes
Evaluation Reports
FL16813 R4 AE Drawing 1868A.pdf
Created by Independent Third Party:Yes
16813.8 250 Series Double Hung Window 72 1/2"x 72"vinyl non-impact double window with fully reinforced stiles
&rails&HP package
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16813 R4 C CAC CCL 411-H-1461.06 .07.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/29/2021
Design Pressure:+501-50 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM E 1300 FL16813 R4 11 Drawing 186t.ddf
standard. Verified By:Warren W.Schaefer F.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16813 R4 AE Drawing 1868.pdf
Created by Independent Third Party:Yes
16813.9 250 Series Double Hung Window 108"x 72"vinyl non-impact triple window with fully reinforced stiles&
rails
Limits of Use Certification Agency Certificate
Approved for use ip HVHZ:No FL16813 R4 C CAC CCL 411-H-1461.00 .01.ndf
Approved for use dutside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08129/202I
Design Pressure:+30/-30 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM E 1300 FL16813 R4 ❑ Drawing 1868A,udf
standard. Verified By:Warren W.Schaefer P.E.44135
Created by Independent Third Patty:Yes
Evaluation Reports
FL16813 R4 AE Drawing 1868A.pdf
Created by Independent Third Party:Yes
16813.10 1250 Series Double Hung Window 108"x 63"vinyl non-impact triple window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL1681,3 R4 C CAC CCL 411-H-1461.08 .09.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/25/2021
Design Pressure:+35/-35 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM E 1300 FL16813 R4 11 Drawing 1868A.pdf
standard. Verified By:Warren W.Schaefer P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16813 R4 AE Drawing 1868A.pdf
Created by Independent Third Party:Yes
http://www.floridabuilding.drg/pr/pr_app dtl.aspx?param=wGEVXQwtDgtmmTSTNdVP... 4/18/2018
Page 4 of 4
16813.11 250 Series Double Hung Window 42"x 78"vinyl non-impact single window with fully reinforced stiles&
rails&HP package
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No F1.16813 R4s CAC CCL-PEL-F-1461. df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 10/19/2025
Design Pressure:+501-50 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM E1300 FL16813 R4 It Drawing 1868.odf
standard. Verified By:Warren W.Schaefer 44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16813 R4 AE Drawing 1868.o
Created by Independent Third Party:Yes
http://www.flo>;idabuildinp,.or.g/pr/pr app dtl.aspx?param=wGEVXOwtDatmmTSTNdVP... 4/18/201 R
GEN-EERA NOTES!
1. WTH .. .�T. ALL FASTENERS SHALL TO W+Yti2 EKiL IKL BE B i>Rt�wSPEOM WU
STUCCO. AiNOUR ON8E0 1D RiASE tUTERW,SFWL DE�YOND WIILi.N6H DR SEE SINGLE WINDOW SIZE TABLE r.IA m/CN/1A
2. OPFNINGA&RIIOONG&MCKWG FASTENERS AMUST Rc-PROPERLY OEWIED ON THIS SHEEP FOR WINDOW SEE SINGLE WINDOW SIZE TABLE
& TDB AND tDws rD T FRAME WROTH -- ON THIS SHEET FOR WINDOW k A THESE NON-aBKT RATED PROOUCI'RbTALAWNS ARE M A Al FRAME WFQTH
WIN AND MEET TTE IEDIRROADITS OF THE RORDA WXM C CODE"q .
4. ALL ARCHDRS S I PRODUCT FRAICS TO PRESSURE TREATED
DR WmFRAKG AWLLL PE CAPABLE OF RESISTING OORAD90N CAUSED Err
THE PRESSURE IHFA1Ri0 SKUGALS rM
DE W000. ..
6. WA7ERtAR5„RCCUIOMC BUT NOT LIMITED TO ShE#.S1:RETYS.IWtT COeE wR0 4. .
FLORIDA BUCORX:t9M CHAPTER 7CTERWS STHNRL NEST Tiff REDlARE3tEtBS OF ,
Q To THE REST OF OUR KxMMWF.RE PRODUCT SHMN I£RLTII IS FIN FASTENER SCREWS VFRAME SCREWS WHERE SHOWN CERDFlED&OLVLTfY ASSIIREO BY"n,DRra SGITE ApiA'tOVED F WICAMI WITHIN 2'OF CORNERS A7 CHECK RAIL ENDS. SEE
IOM&SWL BE LABELED M ALCORQANCF WRH THE Fee AND iKE FLORAL C2 ci DEPARTLEHr DF eta&PROfES5lpttAt REfiRATON ACET&TFATION& & 4 1/2•MAX.O.C. 'FRAME ANCHOR REQUIREMENTS 4 c :
PROgtT'ASSEMBLY s NOT PART DF TTRis ORS AW SpLL BE M SEE *FRAME ANCHOR TABLE'ON THIS SHEET FOR
ACCORDANCE WITH THE WJl WACTURER'S MAIIN ASSURANCE SPECIEX'AMONS& REQUIREMENTS TABLE'
TANG REwmis. REQUIREMENTS.
7. CERTENCATIDN OF THESE PRODUCT RRSTAUATXRNS SH U.DE CWHSIOCRED RE. TL I"a SHEET OR a
tDU AY Of Of THE FOLLOWING APPLY,1)PRODUCT IS IHSUIIED Vff=T A REQUIREMENTS.
BUILDING Pow FROM DE A AURO INW SD}71P A )
PRODUCT 6 D6YUED a) tat Z
EYPERIEHCFA WIN R6TALLAI104 OF THIS TYPE OF PRODUCT. 3)IF CHARGES N 3 F
HAVE OCCURRED TD THE PRODUCTS CER1111CA7104 E WMYS CERTIFICATE TMT j 4• O�� j fi`
CAISE VESE 06TN1ADONS TO DE NNCOTBECT OR b WO VENT WITH NTUT HAS
BEEH TE LEAST
_
P. THE UC LEAST DESERN SKAU.AE CONTROL
D OTHER IS THIS DRAWING Ct M tTE 21.i
9.THESE RERANCERIV S IONCO$RW1 C PRODU fDA THE TIN ONL PRODI1Cf. 4� 6- O w rn a
R.THESE DW.7W I CERTIFY PR CT ICI OT PA ATOF ONLY. WATER I/ to r
�d N PRDOf'ING OF DE RRSGII.ED f+RODIICT U^NOT DARt OF iH6 96fAL1A1NON N
VOR9WAI.E.Titif RESPONSiDLlfY SWSL I1riT OF 1}E iAAttWAGIURER y.�s
JlJi7R aKTAUER y tz- 2
w o FRAME SCREWS WHERE SHOWN AT Uo g'Ni°
DISTA11AWON EVALUAIM IS DATED ON APHJCRAIC AWW STANMM NNT'MIIAIA7H&RESIASS y SIDES.SEE'FRAME ANCHOR"IN APPLtAar 2 od."to
o'A aw 111 Es Tw at�AT TTHi E T OF [^MK N TO CM vVUEM REQUIREMENTS TABLE'ON TtifS SHEET Z
FOR REQUIREMENTS.
WORD EDOAFX rR w TW EVITO ST RIND IKW OR VUVQY.tEslnc B CONoctlm r WIT (NOTE THAT
RR7'ERFICED P+mwcr,vRnR m STATItt CODE EBNPHJIARCE MTH iNE SATE 1TE NARiAT:ORER SHAD LRE10*0
SCREWS ARE NOT REO'D A7 z
lXA m WOH Til£INSUII ram EYALATION DOCKER OF RHSHA THAT THE R6uuAlmlq SPE6IEU
tM-M AM CUPIW WDN nE TNM O RrNM TtsTNG,DUDE AND APPLICABLE SPAZN 31 & INSTALLATION CUPS ARE NOT =
AT SLL FOR SINGLE WINDOWS)
FRAME ANCHOR REQUIREMENTS TABLE a"MAX. m$
OPEWMG TYPE FRAME/CUP/NNL flN TO MINIUUM MINIMUM
(SUBSTRATE) OPENING FASTENER TYPE t7A8LT) EDGE OLS7, --T 8
(T) FRAME SCREWS U
EXTERIOR UNARM EXTERIOR ELEVATION: zm MIN.2 IN WOW FRAME .5 BUCK NO. ,O SNS OR WOOD SCREW 1 1/4- a/4• SINGLE-WINDOW SINGLE WINDOW yo=
(MIN.CR.J&G=0.55) ,.
MIAL 1S CA 33 KS!METAL STUD NO. 10 GR.5 SELF TAP DRILL SCREW FULL 1/2• SCALE: 3/4• = 1'-O• SCALE: 3/4• = 1'-0' wLL �aR
MIN.T 0-THK A36 STEEL 90. 10 GR.5 SERF TAP DRILL SCREW FULL i (NAIL FIN MOUNT CONDITION T i C'«xS
/2- } {FRAME SCREW MOUNT CONDITION}
MIN. 1 8`THK 6063-15 ALUM. N0, 10 GR.5 SELF TAP DRILL SCREW FULL 1/2-
MIN.C-eD CMU OR 2500 P51 CONCRETE hT 1/4-CONCRETE SCREW 1 , 4• 2- =ALLOWAMLESIGNPRESSURE co
(1) INSTALLATION CLIP SCREWS OUBLE WINDOWS) T=_„
MIN. 2X4 WOOD FRAME OR BUCK + --50 PSF , UI'I+II FF4A Ni O
(MIN.GIL 3&G-0.55) NO. 10 Su5 SCREW 1 1/4' 1/z• ALLOWABLE SIZE �.+ti4 a�l 3V
MIN. 18 CA 33 KSE METAL STUD NO.TO GR.S SELF TAP GRILL SCREW FULL i 2" w 4 ».�*z
ARV. 1/B•THK A36 STEEL NO.10 GR 5 SELF TAP DRILL SCREW FULL 1/z• TABLE ."�'"L�=� N�.�},y� 3v
WN. 1/8•THK 6063-TS ALUM. NO, 10 GR.5 SELF TAP/ORLL SCREW FULL 1/2• (SIB Fj;y`� tD O o,
25W PSI CONCRETE CO 1/4•CONCRETE SCREW 1 1/4• y MAXIMUM MAXIMUM 40._ �"
(3 NAILING FIN FASTENERS FRAME FRAME * '��c' �
MIN.2X4 WOOD FRAME OR RUCK I WIDTH HEIGHT
(MIN.GR.3&G=0.55) NO. 10 SMS SCREW 1 7/B• 1/2• (IN.) (RL)
SELF
MDS I-N1J8 VTR 6os36zs'uvM. NO.
.8 GGRR.'S'sELF'T /DRU MIL 1/2• .Vr . ......._ _. __._.. .._.--.----__. 42 i$.-_ _. Jt .l;tt�t.Ro1�� #0.
(1)FRAME AND INSTALLATION CUP SCREWS SHALL DE A PAN OR HEX HEAD SCREW. ALL ALTERNATE ANCHORS W THEIR SPECIFIED
(2)CONCRETE SCREWS SHALL BE ELCO ULTRACoNS(C.S.).ELCO CRETE-FLEX(S.S.), ITW SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE
RAASEE/RED HEAD TAPCONS(C.S.OR S.S.)OR HATE KWIK-CON it(CS OR S.S.). WITH THEM APPLICABLE STANDARD 5}AND ARE FOUND ' t
(3)WHEN SCREWS ARE USED WITH THE NAIL FIN,THEY ALIBI BE A PAN HEAD OR WAFFLE HEAD TO BE EL)UNAL£NI TO OR STRONGER THAN THE y��0.11,
SCREW OR HAVE A FIAT WASHER AT THE SCREW HEAD. ANCHOR(S)USED IN TESTING WITH THIS PROOUCT, at USED FOR MTTOIw A.NOAWq Lax AFFILIATE sINXr No.
ANY NMLIOIA.T NOT PAooucTO w M NNAM0111Rq 1 �
OMw F N
�u ��t
72 1/2-MAX. FRAME WIDTH
72 1/2'MAX. FRAME WIDTH--- a-MAX 12 1/4' 3'
AI 12 1/4'
a
MAX. O.C. MAX O.C. 4' AM.3
2'
A2 �
�-
4'MAX.
1 FRAMF SCREWS WHERE SHOWN AT u
HEAD & SIDES. SEE'FRAME ANCHOR o
REQUIREMENTS TABLE'ON SHEET 1 3f
FOR REOURREMENTS. z
C1 I I C2
rs 4 -w FRAME SCREWS
WHERE SHOWN W
W
AENCHECK
SEE RAIL w
- - -. - - 4- 'FRAME ANCHOR
Iq' REQUIREMENTS �gwNo
---��„FFc--- TABLE'ON x ( o y N o
SHEET , FOR j / 'F o Z 5
REQUIREMENTS. I 0 �^
I
SCREWS WITHIN 2' INSTALLATION CUPS WHERE SHOWN AT SILL o p a� a
OF CORNERS & SEE 'FRAME ANCHOR REQUIREMENTS TABLE'ON =
4 1/2'MAX.O.C. SHEET 1 FOR REQUIRE 4
i
I SEE 'FRAME / _ zi
REQUREMENTS j I 2 // Lag
21,
TABLE'ON SHEET o
1 FOR - -- 4 MAX. ow
• REQUIREMENTS. MAX �I t1k�' L �3z� �
4. � 12 1/a 'i 4I 12 1/4� 1 S2 gym'
LISTER FIN F/LSTENER SCREWS AT AX. O.C. 1 a' 4 4' 4 �%•O.C. � w
EXTERIOR ELEVATION: MULLION ENDS SUCH THAT THERE
DOUBLE ARE A TOTAL OF 3 POST110NE0 ns wa c�
SHOWN. SEE 'FRAME ANCHOR EXTERIOR ELEVATION: Mai
L
DOUBLE y(NDOW N ale s
SCALE: 3/4-= 1'-0- REQUIREMENTS TABLE'ON SHEET 1 SCALE:3/4' = 1'-0' m
(NAIL FIN MOUNT CONDITION) FOR SCREW REQUIREMENTS. (FRAME SCREW AND CLIP MOUNT CONDITION) Nx
t IN
O O;j! N W
cc�
9 ap
%0bd "" 3
�p w
T-4
A
1/4' 1/4' MAX. SHIM
SPACE FRAME WIDTH— FRAME HEIGHT—
AT EACH ANCHOR 1/4' MAX.SHIM
SUBSTRATE BY OTHERS PER AT EACH ANCHOR FRAME HEIGHT
"FRAME
OU REu RE NTS TABLE' SEAL SPACE WITH SEAL SPACE WITH 3
SUBSTRATE BY T I LOW EXPANSION SUBSTRATE BY LOW EXPANSION
SEAL SPACE WITH OTHERS PER FOAM AROUND OTHERS PER FOAM AROUND 6
LOW EXPANSION 'FRAME ANCHOR Q PERIMETER OF 'FRAME ANCHOR Q PERIMETER OF
FRAME SCREW '' FOAM AROUND REQUIREMENTS WINDOW FRAME REQUIREMENTS ; WINDOW FRAME
PER ELEVATION PERIMETER OF TABLE' TABLE'
_ WINDOW FRAME
FIN FASTENER 4 0 4
PER ELEVATION FRAME SCREW
D 4 PER EELEVA ON PER ELEVATION ``•
ST7uAIaT BY . .. . :......
ccgl„aur gy
OTHERS ''- OTHERS BEHIND e U $
BEHIND NAIL _ FRAME FLANGE
FIN 3;;1; EXTERIOR EXTERIOR
EALANT BY 2 1 SEALANT BY
:� EXTERIOR OTHERSSEALAN
BY
OTHERST F H o
SECTION C1 SECTION ALTERNATE SECTION
SCALE: 3 4 FULL 4 SCALE 3 4 FULL 4 IL z g
/ / SCALE: 1/2 FULL 4 m $ gs
(NAIL FIN MOUNT) (FRAME SCREW MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION WITH FLANGE) o d�a�
Z a
0.375 _
CONTINUOUS WOOD MEMBER LESS 0.604—{ --i 1.020 a
IN THICKNESS THAN A 2X_BUCK 0.500 =3 `��+
TO BE MIN. 3 1/2'DEEP (NOT SUBSTRATE BY OTHERST 0.225 J m=Y
REQUIRED WHEN SHIM SPACE IS PER 'FRAME ANCHOR LENGTH = 3.000' p3
WITHIN ALLOWABLE DIMENSIONS REQUIREMENTS TABLE' 2.485 4 FRAME Fit I ER o W _
SHOWN IN SECTIONS). 0.604—{ 3.000 0 w
Z"'j, (RIGID PVC)
a:r' 0.860 T� 5i -km o
0�T 0.059 J 0.500 W ��
SEALANT 13Y O 0 0 FRAME SCREW PER '� t"
OTHERS ELEVATION do 'FRAMEQ FRAME RANGE OO ya
(RIGID PVC) (RIGID PVC) _
ANCHOR REQUIREMENTS 1.325 c� u
TABLE T�r 0.060 to
4 0.293J +
EXTEROR O INSTALLATION ATIOd CUP ,,�\Il
(RIGID PVC) ��\RSA * yam•, Go
W
�V Sop r 0 03�� N d
�00=W 4 4 03�� z m
OPTIONAL DIRECT MOUNT DETAIL �3 i': d re Y
TO SUBSTRATE WITH SPACER
(HEAD SECTION SHOWN;SIDES ARE INSTALLED THE SAME)
. .'(DIRECT*MOUNT'CONDDK)N IS'NOT-APPWABLE'AT-SILL) ..._. .... -. .. ...... Is
..._
(FOR DETAIL NOT SHOWN. SEE OTHER SECTIONS) s
1868 A
511"T wo.
4 I 4
1. ALL FASTENERSTO BASE
AT w SKILL BE YYEIHI THESE DRAIIINGS. SPCOALD
FOR MAX. FRAME WIDTH,SEE FOR MAX. FRAME WIDTH, SEE
ANCHOR DAM% U BASE BUCK rAST BE BEVOAO WALL DEER OR ST1CW. TABLE BELOW TABLE BELOW rlo�:•IA o-wo n•
IN OLED TO BANSWER R ENU WIND LOADS FA51E1ERT RUST PItO►fTLLT DC4fNfD Q .,
AI z
S�l1ESE NON-YPACT RATED PRODUCT 6NSUWT10N5 ARE N ACCORDANCE V M l t'
AND MEET THE RMUIiFY0 M OF THE ROOM BUXOM CODE(FBCJ a y N
4. ALL ANCHORS SF27URNG PRODUCE FTEIMES TO PRESSURE TREATED BUCKS OR / 0/ I s
PRESSURE TRFATNO DCHDOCALS W THE WOOD E COMM Of R=1114. OORAOSON CAUSED BY THE ■
S MATERIALS.RICO DINC BUT NOT UNITED TO STEEL SCREWS,THAT COME INTO
FLORIDA�CONTACT
�mMM DISMAAR20 3 FIN FASTENER WITHIN 2-OF CORNERS 3 6
IL To THE BEST OF OUR KNnwms THE PRODUCT SHOWN HEREIN 6 CEmmm W &9' MAX.O.C. SEE •FRAME ANCHOfl w C2 c d8
S U BE ASSURED I Br A RDANC WITHATE APPROVED CFTHE R MA OPIUM t Go REQUIREMENTS TABLE'ON THIS to 6
SHLul SE LABEIFD N ACCORDANCE WITH LILT FM AND 7F1E FlOROL OF➢AANFAir
OF BUSINESS t PROFESSIONAL REGULATION SPECElU010N" PRODUCT AS5061.Y 6 SHEET FOR REQUIREMENTS.
NOT PART OF THIS ORAWWO AND SKILL BE N ACCORDANCE THM THE m Ct m 9
7. C& CITIIE OI F THESE
ASSURANCE SF'mMATOF6 S TESTINGU.BCONSIDERREPORTS W 8 1 N ! - a
,. CEAMG1pN OF,IEESE PRODUCE IISTAU/Bldls StM[L BE CONSIDERED V07D F
ANY OF THE FOUONOID APPLM 1 PRODUCT 6 INSTALLED WMKUT A MOM W W
11
PER.f FROM W APPLICABLE La—-&- .S u'�FRiW7.T. 2)7 i u 1 T 6, lal
-
M-IAUED BY ANIONS OTHER THAN A LICENSED COMRACIDR EXPFAENL40 Van r a
INSTAUTATONS Of 7K6 TYPE OF PRODUCT. ])F CNNNGES HAVE OCCURRED TD THE
PRODUCES CERIVIKIM ENDWS CERRFICATE THAT CAUSE THESE NSWLATI OS TO
BE INCORRECT OR IICONSWOTI WTRN WHAT WAS BEEN TESTED. x 6-
6 THE LEAST DESIGN PRE MURE SPECIFIED ENHER W THIS DRAWING OR N THE I* I4
PRODUCTS COMM710H SHALL CONTROL FOR THE 06ULLED PRODUCE
9.THESE DRAWNCS comry NNE PRODUCT I S7AUATION ONLY WATER PROOFING
OF THE OWA M PRODUCT 6 NOT PARE OPTICS ONSIAUAT10N CEIMSCATIOH. U
F T RESPONSIBILM SIM BE Tw7 OF THE MANUFACTURER A/OR UWAI l iW 4 O
HAT W^O
FRAYS SCREWS WHERE SHOWN AT x o
SIDES. SEE'FRAME ANCHOR LHj a U,n I
o REQUIREMENTS TABLE'ON THIS a o z 5 N
WSLILATIaI LYAUATIbN 9 ON APPUCAB E AMCROR SOAOVmS ANDAR SWOMITON A RESULTS. SHEET FOR REQUIREMENTS. E'
FROM APPIICIKE=REPORTS THE ADM BOIDYIC CODE VOSON COAMCIRFA WIN THE
... EVALUATION WAS THAT toTO=AT THE TWE OF THE EWUMIOIL IN THE EVENS OF CODE VOL9ON j _� 0 �O ti b
MIOOUL.7�.PRW SIAIWC CODE COfHWCE TOM THE STATE THE UAN FACTURM 9N11 4•EAAX. Z IL
WHOM 111111 TIE MIALLO DN EVALUATOR OXDEFR OF RF m TUT nE W6MILAnOMS SPECF— _
HIRE-N ARE"W TRIM THE THEM CURRENT lcom CODE AND AFFUCAM STANDARD& ^ C93
EXTERIOR ELEVATION:
1 �$
FRAME ANCHOR REQUIREMENTS TABLE SINGLE WINDOW =Z
OPENING TYPE FRAME/CUP/NAIL RN TO uIN
W' UM PRIOR ELEVATION: W�
(SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE 06T. SINGLE WINDOW SCALE: 3/M1'= I'-o' j�Y
(1) FRAME SCREWS SCALE: 3/4" = V-O" (FRAME SCREW MOUNT CONDITION) o
MIN.2X4 WOOD FRAME OR BUCK zm
(NAIL FIN MOUNT CONDITION)
(TRW.CR 3 k G-0.55)
NO. 10 SMS OR WOOD SCREW 1 1/4' 3/4• S�
MIN. 18 GA 33 IM METAL STUD NO. 10 CR.5 SELF TAP ORILL SCREW FULL 1/2-
MIN. 1/8•THK A36 STEEL NO. 10 GR.5 SELF TAP DRILL SCREW FURL 1/2' ALLOWABLE DESIGN wa z_`p, .
MIN. 1/8.7HK 6063-75 ALUM. NO. 10 GR.5 SELF TAP DRILL SCREW FIAL t/z• PRESSURE Wd G�
MIN.C-90 CMU OR 25M PSI CONCRETE d) 1/4•CONCRETE SCREW 1 1 4' 2' (SINS WINDOWS) a 3
(I) INSTALLATION CLIP SCREWS
MIN.2X4 WOOD FRAME OR BUCK MAX. MAX ALLOWABLE ffi
N0 10 SUS SCREW 7 t/4' 1/2' FRAME FRAME PRESSURE F
(MIN.GR .3 k G=0.55) WIDTH HEIGHT (+/- PSF) `�%UN1111/��� yrn
MIN. T8 GA 33 KSI METAL STUD NO. 10 GR 5 SELF TAP/DRILL SCREW FULL 1/2• (1N.) (IN.)
MIN. 1/8•THK A36 STEEL NO. 10 GR.5 SELF TAP/DRILL SCREW FULL 1/2' 48 63 30 �����• ~���y 3c�^
MIN. 1/8•THK 6063-75 ALMA. NO. 10 OR.5 SELF TAP GRILL SCREW FULL 1/2• 4A ••
36 72 30 --rip
p,•Q.
25M PS CONCRETE (z) 1 4•CONCRETE SCREW t t/4" 2' 36 63 35 � .'� r GS¢ m
( NAIUNG FIN FASTENERS Sm:= �* �i� N
a
MIN.2X4 W'000 FRAME OR BULK >`�O 4F y C"NO. 10 SIAS SCREW i 3/8• 1/2• i•Y!• )(YW GR.J B CUSS) 1�0MIN.2X4 WOW FRAME OR BUCK11 Ga ROOFlNC NAR 1 3/8• 1/2(MIN.GIL 3 x 0-0.55)MIN. 1/8"THK A36 STEEL NO.8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2• 411111110 3y
YIN. 1/0'THK 8063-FS ALUHI. N0:.8_GR....S-SELF. GRILL SCREW -FULL .1/2'... A11 SUMMATE EVALLuTION HOTF,
-.
ALL 71LTET1FTAlEAT1CffGRS'-WIHOET-SPECITIEO .... .._.. . ._. .. _. . ._ . . ... ...3-- .... ...
(I)FRAME AND I CLIP SCREWS SHALL BE A PAN OR HEX HEAD SCREW. SUBSTRATES WAVE BEEN ANALYZED M ACCORDANCE
(2)CONCRETE SCREWS SHML.BE ELCO ULTRACONS(CS.),ELCO CRETE-FLEX(S.S.),ITW WITH THEIR APPLICABLE STANDARD(S)AND ARE FOUND T ro PNaRItT
RAMSET/RED HEAD TAPCONS(C.S.OR S.S.)OR HILTI KWIK-CON Y (C.S OR&S.). TO BE EQUIVALENT TO OR STRONGER THAN THE T+Er wr NDY BE Usm Fat THE ASM. T 8BHA B
(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. A����p��POD"Ayp SHEEP NO.
SCREW OR HAVE A FIAT WASHER AT THE SCREW HEAD. ANf tNNIDIC7 HAT PRODV4D A 7NE ANWrAGRRDI 1 OF 8
FOR MAX. FRAME WIDTH. SEE TABLE BELOW FOR MAX. FRAME WIDTH, SEE TABLE BELOW �O1'-1. avov14
CLUSTER FIN FASTENERS AT MULLION ENDS SUCH THAT THERE 3
ARE A TOTAL OF 5 POSITIONED AS SHOWN. SEE 'FRAME Y
ANCHOR REQUIREMENTS TABLE"ON SHEET I FOR L�
REQUIREMENTS. 2' A, 4- MAX12 30 C. TMAX. O.C.� 4'MAX.
7
4.MAX.
W FRAME ISCREWS WHERE SHOWN AT HEAD h O
m m SIDES. SEE 'FRAME ANCHOR REQUIREMENTS
m C2 TABLE'ON SHEET I FOR REQUIREMENTS.
6" z
o
gw_
� o
o Z g
I
0 o Soak
c�3
7, o 7
— 4"MAX cWi Y
FIN FASTENER WITHIN 2' INSTALLATION CUPS WHERE �`- —
OF CORNERS k 9'MAX. EXTERIOR_ELEVATION% SHOWN AT SILL SEE 'FRAME 4' 4 4' 4' o zm
O. DOUBLE C.SEE'FRAME ANCHOR E WINDOW DOW y� lE ANCHOR REQUIREMENTS TABLE- �RIOR��AJONe s W m
REOUIREMENTS TABLE'ON SCALE: 3/4' = I'-0- O SHEET
I OR DOUBLE Wll,�ll(DNDOWwlY(DDOW a 06 i
N
SHEET T FOR NAIL FIN MOUNT CONDITION SCALE c�- 3/4-= T'-0- w i
REQUIREMENTS. ( (FRAME SCREW AND CLIP MOUNT CONDITION) E'Z �a
ALLOWABLE DESIGN N �_
ic
PRESSURE a
(DOUBLE WINDOWS) NZ
MAX. MAX. ALLOWABLE 9 13;8
FRAME FRAME PRESSURE
WIDTH HEIGHT (+/- PSF)
(IN.) (IN.)
96 63 30 ��Q, �• d
72 1 2 72 30 `�44,rr b z cctiI
72 1 2 63 1 35 �Z�41 y
a 90- Si
_...
-- --- -
.v
0 tWa
i00
1868A 8
2 � 8
W�11 R fR
gar us
wuc oqc
108"MAX. FRAME WIDTH
2' 2 At
7
Hill
. . . . . .. . . . .. . . . .
LUSTER FlN FASTENERS AT MUL ON ENDS SUCH THAT THERE AREA FM FASTENER WITHIN
TOTAL OF 5 POSITIONED AS SHOWN. SEE 'FRAME ANCHOR REQUIREMENTS 2'OF CORNERS & 9'
TABLE'ON SHEET 1 FOR REQUIREMENTS. II II II MAX. O.C. SEE "FRAME
ANCHOR REQUIREMENTS
TABLE"ON SHEET 1
FOR RECUIREEMENTS. i
— 1■ — Iflf—
3 I I I I <W N Q
r o���
m 6 �zsN
U �
zOa c
j j I B1
iz_z W3 Y JW
mV
EXTERIOR ELEVATION: $
TRIPLE WINDOW 'o oom
SCALE: 3/4' = V-0' �+- zm
(NAIL FIN MOUNT CONDITION) Sim
ALLOWABLE DESIGN PRESSURE w ba
(108' X 63' TRIPLE WINDOW UNITS)
+/-35 PSF5
U�
W N53
f� 0 6c = Z N r
�V 70 r pia F
�* 4 00 � z
o
1868A B
sr¢cr roo.
3 8
ACf M2
q Of/0/1�
108 MAX.FRAME WIDTH 3
3' ft3'
4' MAX. 13"MAX. O.C. 12 1/4' 13'MAX. O..1 -4'MAX.
r 7
MAX. O.C.
ITTF
—�
4" MAX. 9
Fi�AME SCREWS Wricrtc SHOWN AT HAD ec �
SIDES. SEE FRAME ANCHOR REQUIREMENTS
TABLE'ON SHEET 1 FOR REQUIREMENTS.
C2
*I rI If
s
} 0 } } a os
I I I o o Q�
INSTALLATION CUPS WHERE SHOWN AT SIU_ z a
SEE 'FRAME ANCHOR REQUIREMENTS TABLE'ON 03INPOI
SHEEP 1 FOR REQUIREMENTS. �S
72 %
°' �
0
�� Zm
444- 4' 4' 4' 444444 S m
EXTERIOR ELEVATION• WE z
TRIPLE WINDOW H �a s
SCALE. 3/4' - 1--0' W
NN o
(FRAME SCREW AND CUP MOUNT CONDITION) o� IA
ALLOWABLE DESIGN PRESSURE Paz
008' X 63' TRIPLE WINDOW UNITS * 4,
+/-35 PSF �•`��Q`� M,�
:v o racy a �<
yz�•.
Mol$1N``� 3
1868A 178
$MEET N0.
4 or 8
108' MAX FRAME WIDTH
2 2 At a
FIN FASTENER WITHIN
2-OF CORNERS&9' r,
MAX. O.C. SEE 'FRAME
j ANCHOR REQUIREMENTS a
CLUSTER FIN FASTENER SCREWS AT MULLION ENDS SUCH THAT THERE ARE TABLE'ON SHEET 1
A TOTAL OF 3 POSIRONED AS SHOWN. SEE 'FRAME ANCHOR REQUIREMENTS FOR REQUIREMENTS.
TABLE'ON SHEET 1 FOR SCREW REQUIREMENTS. (NOTE THAT ROOFING
NAILS ARE NOT APPLICABLE AT MULLION ENO CLUSTERS)
CLUSTER FIN FASTENERS
II II III AT MEETING RAIL ENDS
. Ct j SUCH THAT THERE ARE A $
= 8 v TOTAL OF 5 POSITIONED AS
2 SHOWN. SEE 'FRAME
c ANCHOR REQUIREMENTS
TABLE'ON SHEET 1 FOR
REQUIREMENTS. �I-iO10
F rW Np
�r NO
(z�SN
b
T z :3� V
Z IL
I I 81
0 j T j iz
�3Z
JW Y
mV
• O
EXTERIOR ELEVATION: 12 �o
TRIPLE WINDOW 5E3 W�
SCALE: 3/4' a V-0' w. l � .
(NAIL FIN MOUNT CONDITION) Wo zd sex
(no W
ALLOWABLE DESIGN PRESSURE Nv zs
(108- X 72" TRIPLE WINDOW UNITS WITH NAIL FIN MOUNT INSTALLATION ONLY) N-ail
+/-30 PSF
3v��
CC
\\�►11111t//��� 3�y
Q ..w -~d�'�d
_?Mg r i 6;z: F aD
(p r4.0 is G H�
rye sW
8 BA B
SHM Na
~ 5 of 8
e —
108- MAX. FRAME MOTH
4" MAX. 13'MAX.O.C. MAX O.C. 13" MAX.D.C.•--^1 4'MAX. r
A2
4' MAX.
--�-
FRAME SCREWS WHERE SHOWN AT HEAD dt
I SIDES. SEE'FRAME ANCHOR REQUIREMENTS ci
TABLE'ON SHEET 1 FOR REQUIREMENTS. 0
W I
6. FW�O
DO, - 6/ - I - - -- - oVVz!!sN
f o IL
o �
o =
INSTAUATION CUPS WHERE SHOWN AT SILL
SEE'FRAME ANCHOR REQUIREMENTS TABLE'ON _?
I SHEEP 1 FOR REQUIREMENTSAll I . �3
mW
2 , __J_ o
.JI L LLL 4•MAX. t� o
1 1 12 1/4' sa ¢m
4' MAX. EQUALLY SPACED- EQUALLY SPACED 4' MAX.
4 4 4 4 D.C. 4 4 4 4 0: z va
w� zy ve'
EXIERIOR ELEVATION• W a
TRIPLE WINDOW N i57-S2
SCALE: 3/4'- 1--0- R-02
(FRAME SCREW AND CLIP MOUNT CONDITION) yy$
ALLOWABLE DESIGN PRESSURE
(108 X 72 TRIPLE WINDOW UNITS WITH FRAME SCREW & CLIP MOUNT INSTALLATION ONLY) �.`��,,�""'-�.,�
+/-30 PSF �:� N
10
k Z
1868A B
SKU mm
• 6 or 8
1/4'MAX• FRAME WIDTH- FRAME HEIGHT- nnn
SPACE AT EACH ANCHOR 1/4'MAX. SHIN FRAME HEIGHT
AT EACH ANCHOR
SEAL SPACE WITH SEAL SPACE WITH a
SUBSTRATE BY SUBSTRATE BY LOW EXPANSION SUBSTRATE BY ,. LOW EXPANSION
O1HER5 PER " SEAL SPACE WITH OTHERS PER FOAM AROUND OTHERS PER Q FOAM AROUND
'FRAME ANCHOR LOW EXPANSION 'FRAME ANCHOR: PERIMETER OF 'FRAME ANCHOR Q PERIMETER OF
REQUIREMENTS FOAM aROUND REQUIREMENTS WINDOW FRAME REQUIREMENTS WINDOW FRAME
TABLE' O PERIMETER OF TABLE' TABLE'
WINDOW FRAME
FIN FASTENER 0 FRAME SCREW
PER ELEVATION `� FRAME SCREW PER ELEVATION `J
PER ELEVATION '.
SEALANT BY'HERS _ SEALANT 8Y
BEND NAIL _ _ u I OTHERS BEHIND
FIN : FRAME FLANGE _ :*
r,"; '.• �.:- EXTERIOR EXTERIOR
SEALANT BY 2 t SE4l/INT BY N
:;.. EXTERIOR '�• .r' OTHERS "r OTHERS
SEALANT BY
OTHERS o z<c
:.. Qo
SECTION ea SECTION cz ALTERNATE SECTION Cz a n
SCALE: 3/4 FULL B SCALE 3/4 FULL B SCALE: 1/2 FULL 8 55 a o n
(NAIL FIN MOUNT) (FRAME SCREW MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION WITH FLANGE) o aN �
z
0.375 (39
CONTINUOUS WOOD MEMBER LESS O.60a
IN THICKNESS THAN A 2X_ BUCK 0.500 ;
TO BE MAN. 3 1/2'DEEP (NOTF
TO
WHEN SHIM SPACE IS SUBSTRATE 8Y OTHERS 0v
PER FRAME ANCHOR l
WITHIN ALLOWABLE DIMENSIONS REQUIREMENTS TABLE' 2•
SHOWN IN SECTIONS).- 0.604•--� J.000
:_: _ O.B o 1 1 s C
SEALANT 18Y^ +O_•p. p: 0.059 0.059T OS00 z z-t R.
��
OTHERS Uj cRr<uF RANGE O N
(RIGID PVC) (RIGID PVC) 1.325 oQ wan
0.060 °~ 3 NN �2
FRAME SCREW PER 0.293� z
ELEVATION Q 'FRAME
EXTERIOR ANNCHHO�R REQUIREMENTSTABLE O3 (NSiO 710N CUP ` �,'
`4 Q d,iy�- .
?Q�,00� 06p•,6; m a
61Z: N am
=co
OPTIONAL DIRECT MOUNT DETAIL
TO SUBSTRATE WITH SPACER.y
(HEAD SECTION-SHOWN;SIDES ARE INSTALLED THE SALE)
(DIRECT-MOUNT--CONDITION is NOT APPLICABLE AT SILL)
(FOR DETAIL NOT SHOWN. SEE OTHER SECTIONS) ��11j1j1 ;
1868A 6
S M No.
8 OF 8