HomeMy WebLinkAbout18-20176 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 20176
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 20176 Address: 6840 STEPHENS PATH
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: SILVER OAKS
Est. Value: Parcel Number: 03-26-21-0160-00000-0390
Improv. Cost: 9,845.00 OWNER INFORMATION
Date Issued: 9/10/2018 Name: HARNDEN, JEFFREY&AUDREY
Total Fees: 135.00 Address: 6840 STEPHENS PATH
Amount Paid: 135.00 ZEPHYRHILLS, FL. 33542
Date Paid: 9/10/2018 Phone: (813)713-1910
Work Desc: REPLACE 5 WINDOWS S/S
CONTRACTORS APPLICATION FEES
HOME PERFORMANCE ALLIANCE INC BUILDING FEE 135.00
f �I r
Ins ections Re aired
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
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department , t
Date Rebeived (/ Phone Contact for Permitting 12, 53Y - 4 1t4 b
c l {��I G{ '
Owner's Name 1 1 1 } Owner Phone Number -J/ `�+-t y
Owner's Address Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS BOre40 fwS a,+h ZcOW I n C
( LOT#
SUBDIVISION V Y PARCEL 10# �1X ZI
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR AD
INSTALL REP/ALT = SIGN = DEMOLISH
e. �'
PROPOSED USE SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION 1�/���BLLOCK/�y�/�Q FRAME = STEEL =
DESCRIPTION OF WORKIV 11 I,VY Q and ate p�I Z S -
BUILDING SIZE SO FOOTAGE ( �+ - 1 HEIGHT
BUILDING $CA, J VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL 1$ 1 J AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $ /-7 /
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION O `/
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO .
BUILDER �n /3 .D�COMPANY
SIGNATURE 1 v REGISTERED N FEE CURREN I Y/N
Address irno tainaLicense#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
I
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED =1Y/ N I FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN I Y/N
Address License#
1111111111111111111111111111111111111111111111111111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
"PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500)
'• Agent(far the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PlottSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
O
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED•CONTRACTORS AND-CONTRACTOR RESPONSIBILITIES: • If the owner-has hired-a-contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the Owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. if you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
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 specked in Pasco County Ordinance number 89-07 and
90-07; as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or 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 someone
other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify,that I understand that the regulations of other 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"V"unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating 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 fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
.this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of an cam, des. 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
WITH YOUR LENDga OR AN ATTORNEY BEFORE RECORDING YOUR VOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.11 .03)
OWNER OR AGENT vl
CONTRACTOR
S cribed and swo a i ed b i Sub c' e a �fwom be is
Who is/are p ona ly known to me or has/have produced Who' re p�spnally kno o me or has/have produced
identification. , r�/ at as identification.
� n
r N'` Notary Public Notary Public
Co fission o. 64lon N
Name of Notary typed,printed or stamped Name of to o��tjd�p pd tlAe'(LM BOGES
¢:= Commission#FF 150422
Y JACOUELINE BOGES e Expires December 12,2018
f7m
Commission#FF 150422 -•' P „°°�`� Bonded Thru Troy Fein Insurance 200.385-7019
a•e December 12,2018
Expires .. . msurenca 809.365d019
Permit No. Parcel ID No 03-26-21-0160430000-0390
NOTICE OF COMMENCEMENT 111111111111111111111111111 I1III 1111111111111111111111111111
State of Florida County of Pasco 2018140853
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real properly,and in accordance with Chapter713,Florida Statutes,
the following information is provided in this Notice of Commencement
1. Description Of Properly: Parcel Identification No. SfEPHUrS GLEN AT SILVER OAKS PHASETWO PB 31 PGS 15D-151 LOT 39
StreetAddress: 6840 STEPHENS PATH
2. General Description of Improvement Replace windms and or doors,sae for sae Rcpt:1983806 Rec: 10.00
,DS: 0.00 IT: 0.00
3. Owner Information or Lessee information if the Lessee contracted for the Improvement:
08/20/2018 L. K. , Dpty Clerk
HARNDEN JEFFREY T&AUDREY P
Name
6840 STEPHENS PATH ZEPHYRHILLS FL
Address City State
Interest in Property Owner 100% PAULA S.O'NE I L,Ph.D.PASCO CLERK & COMPTROLLER
Name of Fee SimpleTdleholder 08/20/2018 04:21 Pill
1 of 1
Of different from P
Omer Wed above) OR BK 9775 G 1211
ffin ctor. Home city State
4. Co
Name
1780102nd Ave Suite 500 St.Petersbura FL
Address City State
Contractors Telephone No.: (727)538-0140
5. Surety.
Name
Address City State
Amount of Bond: S Telephone No.:
6. Lender.
Name
Address City State
Lenders Telephone No.:
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)(1).Florida Statutes
Name
Address City State
Telephone Number of Designated Person:
i
8. In addition to Himself,the owner designates of_
to receive a copy of the Lienoes Notice as provided in Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entity Designated by Owner.
I
9. E)girafion data of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the
contractor,but will be one year from the date of recording unless a different date is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury,I declare that 1 have read the foregoing notice of commencement and that the facts stated therein are true to the best
of my knowledge and belief.
STATE OF FLORIDA
COUNTY OF PASCO I
'Signature of Owner or I or Ownefs or Lessee's Authorized
Oficer/Directw/Partne ter
Sig7atory'ss Tififferoffice //'� 1
The foregoing Instrument ment was admawleW before me this 7 20a by A 12 d 1f� ��Y ey 9q f`h d�I
as r�L 9 h G (type of authority.e. ,affrcer.trustee,attorney in fad)for
(name an behalf o trtumerhI was executed).
Personally Known❑OR Produced Igd�entffication Notary signature 11
Type of Identification Produced FLY S3 {��� Name(PrInt) W N IK
;i¢.• SHAWN SCHIBUNE P ,. MY COMMISSION#GG 207357..
EXPIRES:April 1512022
Bt �
wpdatacs/noticecommencement_rrA53O48 N
PoPublic e
L.
Vic
`
STATE OFFUORDA.COUNTY OPPASCO
THIS|ST0CERT|FY THAT THE FOREGOING|SA
TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE ORDF PUBLIC RECORD)N THIS OFFICE
WITNE§§MY HAND Al�p FCiALSEALTH|S 1,987
o lSU"
I LO HI UIR
� 3 �
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received:
Site: P1,74
Permit Type:
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
Kalvin Switz lans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
Harnden,Audrey&Jeffrey WS
ieeaen Synchroriy Sent to Tuesday,August 7,2018 Notes:
Terms: 9.00% $4,845 Measure: Rachel
Lender.
Terms: I In Progress Inspection Required
Class/Design Pressure in PSF 45(864) Wind Velocity in MPH 138 I S11133
Omr Perf• I e Alliance
Audrey Harnden Frame Type Block / Wood
Cust.Name
Jeffrey Harnden Exterior Siding
Phone Number (315)264-9604 Year Built 1995
Phone Number (315)264-9603 Bucking Req .
Contract Date 7/28/2018Ell I Color
Home 6840 Stephens Path Grids �S
Address Zephyrhills,FL 33542 Frosted
Co nty Pasco Impact Qty.
Sales Rep Austin Witmer Non-Impact Qty.
Phone Number (574)210-0694 Window Shields Qty-
Door Shields Qty.
? Saesha North
' trUSt.ll]It, Cusram r agrees to the aoove
Nr Room W H Style Series OBS Temp Screen Grids Notes
1
23157115
2 'ni , lQ'1 v
3 1t11
Of
4 Djni :1S +1,2
5 i ni n :l`5 0.25
6
7
9
10
11
12
13
14
is
16
17
18 I
19
20
Customer Signature:
Do you have an HOA: Yes or No
Measured By: S (Please circle o
Date: ` Do you live in a Flood zone: Yes or O (Please circle one)
Last Revision Date:0818 Page 1 of 13
Hamden,Audrey&Jeffrey WS
Audrey Hamden and Jeffrey Harnden
- I
I.
qqyy i
I �
V .
i w i
- I i
- 1V\
L _ tit
i
o
Goo ,S��G\aas
,�o�
Last Revision Date:0818 Page 3 of 13
HOME PERFORMANCE AktIAN,CE, INC.
.N State Certified General Contractor Licensed CGC1508828&CBC12681117
17801.02n6Avenue,Suite=0 St.Petersburg,FL.33716
Office.(72'OS384740-Fax C721 538.421T
www.hpavviridows.com•Email.herp@HPAwindows.com
•fie
PUliCk7ASEtEIAE MAIN PHONE OTHER PHONE WORKPHONE
r
1p-_. &_ %'J
sTaEEr E;4Mu.
W1940, noses ic.9R
CMrSTATE;-ANUMP CUSTOMER ALTERNAWPHONE: -
SALES REP REPS KIONE DATE
GeneratDescr'iptiorootWork: Tofumishandinstall:
Windows.and sliding glass doors and
eotiyrdoors• which Is further described in the details specificaSon sheefattacbed hereto as Exhibit A
and'fffibr d'by thepar6es-We-will remove and-dispose ofall debris from job.site.Price belowincludes building permits and warranty_
fherabovework wltbecompletedfnaccordancewhhthetemts,conditionsandspecificationsherein4withpaymenttobemadeinaccordance
wrlh:thefoil'awingpaymentschedufe: CASH CONTRACT II FINANCE CONTRACT 6
•f. PROJECT PRICE $ "
2. INITIA L-DOUMPAYMENT $ ,ram'j � '00
3, BALANCE DUE $ b CD
k ADDITIONAL DOfli U PAYIilIENT DUE $
UPOU DF_LIVE Y•O-e MATERALS:
6, BALANCE DUE UPON COMPLETION $ q }��'�_ _
6: BALANCETOBEFINANCED $ Ra
r SALRf+t>KE DUE.UPOU INSTALLATION OF W NDOW a AND DOORS:NOT AFTER THE FINAL INSPMTtot�i
Customer understands:and aornees there may be items to beftnished after thafinal inspection.
I.E.Plugs and•tirim,,stiess cracks;additional caulking,etc.which is covered underwarrantfes.
PAYMENT IS:TG SE'MADE BY CHECKPAYABLETO.°HOME PERFORMANCEALLIANCE,INC..'ALLAPPLICA13LE DISCOUNTS HAVE
BEENAPPLIED AT TIMEOFSERVICE.
Additional,Comments"
i
All work•is to.be completed in a workmanlike manner according to standard practices_Any alteration or deviation from the above scope
of work involving,extra costs will become an extra charge In addition to the quoted price.Our workers are fully covered by Workmen's
Compensation insurance. Unless otherwise specified, Contractor's work carries a year limited workmanship warranty. The.Contract
Documents consist of this proposal,the terms and conditions,all documents referenced therein and the Limited Workmanship Warranty
and are incorporated herein.by reference..
Buyer's Rfgfit to Cancel: This is a home solicitation sale,and If you do notwantthagoods orservices,you may cancetthis
agreement.by providing written.notice to the seller In person,by e-mail or by certified mail.Telephonic conmumicalions do-not
constitute valid:notice.of canceilation under this agreements Saturday-Is a business.day for the numoses of this contract This
notice mustindicaterthatyou do notrwantrthe•goods or services and,must bedelivered'or postmarked before.midalgbt of.the,third
business:day after you sign.this agreement;If you,cancel this agreement within the 3 day period:the seller may not keep any i
cash down payment:,ifyou,cancer after the 3rd business day,.you wilt be liable for a 30%liquidated damages fee In addition to
fossof your.deposit;
F HAVE READ AND UNDERSTAND' 141S CONTRACT,THE TERMS AND CONDITIONS i
AND ALL.DOCUMENTS REFERENCED THEREIN AND AGREE TO BE BOUND BY �
THEIR TERMS.
ACCEPTANCE OF CONTRACT: The above.prices, specifications Respectfully sutunX64
and conditions are satisfactory and are.hereby accepted.Contractor
is;authoNzed to do-the work as specified_By signing below,Customer HOME PERFORMANCE ALLIANCE,INC.acknowledges that;Custowntra the owner,ofthe property where work
isto be:performed:
Qrttler Signa BY".
(OCficerof Cort 24)
C0,01A cr Signaliurw utlJ1,
yl
V i
�T 5 ,j C om-ust Q .
!.
By:Jeremy Kilbum
WINDOW
Quote#: I729948/1.
1900 S.W.44th Avenue.Ocala,FL 34474
Ph:352-368-6922 Fax:352-368-2928 -
' M "CE, ALLIANCE, INC
HOME PERFOR AN
Cust PO#:AUDREY HARNDEN
To: . TO:
SHIP TO
1780102nd Ave.N. 9843 18th St.-N. Route:StPet-
ST PETERSBURG,FL 33716 ST-PETERSBURG,-FL 33716, Job Name:AUDREY HARNDEN
Ph:,727'5384140, Fax:'727 538-4212 Ph:727 5384140 Fax:727 538-4212 Version i Cut No.HOM450-P3368
Item No.1 Qty;3
Model:8100=SH TOMBSTONE Color: WHITE
X.
Desc:8100 PVC TOMBSTONE SINGLE HUNG:QPr+6.!65 CUSTOM GRILL
LOCATIONS-SEE.VARIABLES,[FLANGE];WHITE FRAME;CUSTOM'SASH'. Dtrnensions
HEIGHT
35 3/4 x 67 —
LOW E 366,InsulatedF,* Destgri P�essu�e?Fized'Rail' DLO:
—. 37 x 681/N4E. . _
_
TIP:
CUSTOM GRIDS AS SHOWN,SCREEN :- SCREEN:NO
AAMA Std.Gold Labeling = qLA
WHITE' ,%. . .. .
I.FPA#4091.-WHITE,138-1008,. Ith Sill Holes
DOE-$NOT MEET.EGRESS. . ] Y f_ 1 •o :.,.'-.
0.
Item No:2 Qty:2 . .
Model:8100-SH TOMBSTONE Color: WHITE -
Desc:8100 PVC TOMBSTONE SINGLE HUNG®Pe+�,,,,� 6�01�65,�CUSTOM GRILL
LOCATIONS-SEE VARIABLES,[FLANGE],WHITEFRAME;CUSTOM SASH. - -
Dimensions
HEIGHT_
¢ DLO:513/4x611/4
LOW E 366,Insulated, wH1gh D_esign,Pressure•Fixed'Rail_`1
y. TIP:s3Xs61i2
CUSTOM GRIDS AS SHOWN,LIMITED SASH TRAVEL,SCREEN '•'
AAMA Std.Gold:Labeling J a 14 A
SCREENNONE'.
WHITE F�
FPA#4091.5;WHITE,138=1008, ith Sill Holes "=° ill r
DOS OT`MEET EGRESS;. :
,000 e .
Disclaimers:PLEASE REVIEW FOR PRICING AND.ITEM ACCURACY:
This quotation is valid for 30 days.Pricing and availability are based on sizes and,quantities listed on this quote.Changes
in sizing and/crpuantities may result in units having to be re•quoted and/or reviewed.Please verify all size's,quantities and
specifications prior to placing an order.-Quote is subject to changes and corrections until it is signed and placed as.an
order.Mullions between units may indicate a need for additional structural support to be determined by the contractor or
archita4'Additional support should be taken into account when calculating rough openings:CWS,Inc.does not
recommend.direct mulling above patio doors without additional support.•Thank you.*
8/16/19 12:29:48PM --
Page 1of 1
8/17/2018 Florida Building Code Online
w`
BCIS Horne I Log In User Registration j.Hot Topics Submit Surcharge i Stats'&Facts j Publications Contact Us BCIS Site Map t Links Search'
' b0l
a "
+= raY'Product Approval ..r
USER:Public User. .
.. Product Approval Menu>Product or Application Search>Application List>Application Detail. • ,
FL40 1-R8
FLU_ D ,
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/EmaiF 1900 SW.44th Avenue
Ocala,:FL 34474. .. .
(352) 368-6922 Ext291
jlathrop@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative ]ay Lathrop -
Address/Phone/Email� 1900 SW 44th Ave'
Ocala,FL.34474
(352) 368=6922 Ext291
jlathrop@cws:cc..
Quality Assurance Representative Arturo,Monteverde
Address/Phone/Email 1906 SW 44th Ave
•
Ocala,FL 34414
(352)368-6922 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory.'. - Single Hung--
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida-
_ .
Professional Engineer • ,
Evaluation Report-Hard copy.Received .. .
Florida;Engineer or Architect Nanie who developed the Lucas A.Turner, .
Evaluation Report -
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated.By Steven"M. Urich,PE "
i -
Validation Checklist-.Hardcopy Received j
i
Certificate:of Independence FL4091-R8 COI- EvalReport154F•p�
Referenced Standard and Year(of Standard). Standard Year
AAMA/WDMA/CSA/101/I:S.2/A440-05 2005
AAMA/WDMA/CSA/101/I:S.2/A440-08 2008
i IP
15
PA TAS-202 1994
Equivalence of Product Standards
Certified By ..
Ottps://www.florid.6buildiho.org/or/pr_app dtl.bspx?param=wGEVXQwtDquz931%2b4'g5faHJ3x%2fpqz8Ew7OMqLld528M%3d 1/3
8/17/2018 Florida Building Code,Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/26/2017
Date Validated 09/29/2017
D .
Date Pending FBC Approval 10/08/2017
Date Approved 12/12/2017
Summary of Products . .
FL# Model,Number or Name. Description
4091.1 SH-8100 8100 Vinyl Flange/Fin.Frame Single Hung
Limits of Use Installation Instructions" —
Approved for use in HVHZ: No FL4091 .R8 II.CWS-154F.pd -�
Approved for use outside HVHZ:Yes Verified By: Lucas A.,Turner.582.01
Impact Resistant:No Created by Independent Third Party: Yes"
Design-Pressure: +50/-50 Evaluation Reports..
Other:,SH-8100,Max.size 53.125!'x 76". Glass complies with .FL4091 R8"AE EvalRep6rt154F.pdf
ASTM E1300-04. Created by-independent Third Party: Yes
4091:2 SH-8100 SFI-8100 Vinyl Single Hung, Non-Impact:
Limits of Use Installation Instructions "
Approved for use in HVHZ:Yes FL4091-R8 II "CWS-485C.pdf.
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistants No Created by Independent Third Party:Yes
Design Pressure: N/A " " Evaluation Reports.
Other:SH=8100 Vinyl Single Hung; OX, Max.size"52"x 71", FL4091 R8"AE EValReport485C.pdf
see installation dings.for DP.Glass complies with ASTM E1300 Created by IndependentThird Party:Yes
04.
4091.3 SH-8100 Continuous Head&Sill SH4100 Vinyl Single.Hung,Continuous Head&Sill,Non-
Impact.
Limits of Use Installation"Instructions
Approved for use in HVHZ:No FL4091 R8 II CWS-442C.pdf..
Approved for use outside HVHZ: Yes Verified By: Lucas X.Turner58201,
Impact Resistant- No Created:by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports.'
Other:SH78100 Cont. Hd.&Sill, Max.size 72 7/8"x 61 3/4% " .FL4091 R8.AE EVaI Repo rt442C.pdf;.
DP s+67.5/-70' f.Glass complies with ASTM-E1300-04. Created by Independent Pa P. P Y P rty:Yes:
4091.4" : SH-8100.Continuous Head&Sill SH-8100 Vinyl Single Hung;Cont. Head&Sill, Non-Impact.
Limits of Use' Installation Instructions:
Approved for.use in HVHZ: No FL4091 R8. Ih CWS-492C:pdf.
Approved for.use outside HVHZ:.Yes, " Verified By: Lucas A.Turner 58201
Impact Resistant: No: Created by Independent Third Party:'Yes
Design Pressure: N/A " Evaluation Reports.
Other:SH-8100 Cont. Hd.&Sill, Max. size,74 1/8".x 72".,see FL4091:R8 AE EvalReport492C.pdf.
chart on installation dwgs:for DP.'Glass complies with ASTM Created by Independent Third Party:Yes
E1300=04. :. .
C4091.5 SH=8100 Oriel 8100 Vinyl Single Hung Oriel w/HD Meet..Rail,
Lim[ Installation Instructions
n��Wqved for use in HVHZ: No FL4091 R8 II CWS-293D.pdf-
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact_Resistants No Created.by Independent Third Party:Yes"
Design Pressure:+60/-60" Evaluation Reports
Other:SH-8100,Max.size 52"x 96";Oriel."Glass complies FL4091 R8 AE Eva1Report293D.pdf
- with ASTM E1300 04: Created by'Independent Third Party:.Yes
.. .. . . Buck . FEET.
Contact Us::.M01 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer..Copyright 2007-2013 State of Florida.::.Privacy Statement::Accessibility Statement::Refund Statement "
Under.Florida lain,email addresses are public records.If you do not want your a-mall address released.In response to a public-records request,do not send electronic
.. -mall to this entity.Instead,contact the ofFlce'by phone or by traditional mail.If you have,any questions,please contact 850.487.1395.E*Pursuant to Section 455.275(1),
Florida Statutes,effecdve'October 1,2012,licensees licensed under Chapter 455;F.S:must provide the Department with an email address if they-have one.The"eioails
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply.a personal address;please
provide the Department with an email address which can be made avallable to the public.To determine if you are a licensee under Chapter.4S5,FS.,please click here.
h4s.://www.floridab,uilding.org/pr/pr app_dtl.aspx?param=wGEVXCiwtDquz931%2b4g5faHJ3x%2fpC'z8Ew7OMgLld528M%3d _ 2/3
8/17/2018 : Florida Building Code Online
Product Approval Accepts: :..
I
Cred
it Card
Safe
I
hops://wwW.florid6buildihd.org/pr/pr app_dtl.aspx?param=wGEVXQWtDquzg3l%2b4g5faHJ3x%2fppz8Ew7OMgLld528M%3d .313
GENERAL NOTES:
.SINGLE HUNG ORIEL =.NON=IMPACT'. '
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED dVINDOW.SYSTEMS.
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT.
EDITION. 1900 SW 44TH AVE:
OCALA,FLORIDA 34474
2,GLAZING OPTIONS:(SEE SHEET:2). - WWW.CWS.CC
" - - MAX OVERALL 3.CONFIGURATI6NS:'6/X•:
. . FLANGE WIDTH . . _ .
52 MAX.UNIT WIDTH 4 RATING(SEE SHEET 3):
DESIGN PRESSURE RAT .81160 PVC .
NEGATIVE DESIGN LOADS SED,ON,TESTED PRESSURE AND SINGLE HUNG
[F-47"13116'GLASS DLO GLASS TABLES.ASTM 5-1300-04e01/09:. NON-IMPACT
-POSITIVE DESIGN LOADS.BASED ON,TESTED.PRESSURE,WATER
A: INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300 04E01/09. Q .,z ¢.Z O'
-�- 5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED. z W�p Q W p w
IN THE'DESIGN OF THIS PRODUCT:SEE SHEET 7 FOR ANCHOR W z O z_ It�.Z r
DETAILS. WINDLOAD DURATION FACTOR:Cd=1.6 WAS USED FOR.WOOD : 'I¢w N _'
ANCHOR CALCULATIONS. z Z x ¢ .W Q O.
O O1-.Oc-�. OO
971la• .B I _ _ I.B 6.-NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE, o z_w z Z M a.
MAX. . I I SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION: zQ. O Z LL g Z j U U
OVERALL :1 _
FLANGE. I I I 7:ALL FRAMES-AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT' ¢3'O W 0?O?
HEIGHT USED'AT FIXED MEETING RAIL AND JAMB.. <. ' } �C)
O 61 1l16' F• tr
GLASS. - .W. O 0 fn
98• DLO.: : 8;SERIES/MODEL DESIGNATION SH 8100.. :Z to w O_j vr�
MAX: a x it 0�co'UNIT - O W E-
SASH:
a
� w9 H E DESIGNATION X DF STAND OR THEFOLLOWING a, ,3 wHEIGHT XOPERABLE'SASH,O XED SAS . a
�.
10.SECTION CALLOUTS APPLY TO'ALL ELEVATIONS IN A SIMILAR` `���++PNpRFW
LOCATION:. �J4q° ......
F
F
11.EXTERNAL WEEP SLOT=1/2"x 2-1/2"LOCATED 4"FROM BOTH-ENDS. ;.'No 58201 .:�11
I B . . .. _ =�� .STATE OF '.•w� .
303116" C 267/8Turner-
SASH .O,O•.,c p,,•a�.
7: Lucas �,F•<'oR1a: .�•
X. _ GLASS
HEIGHT'. 'D- .DLO. -
7 2017-09=16 ��.,+���++►++
I . 07:30+20:00
i C
9/07/2017.
-GLASS'DLO' CUCAS A.TURNER,P.E:
481/2• FL PE#58201
MAX.SASH WIDTH ' .1239 JABARA AVE..
NORTH PORT,FL 34288;
PH.941-380-1574
SHEETDESCRIPTION:
TABLE OF-CONTENTS GENERAL NOTES AND.
ELEVATIONS'
GENERAL NOTES&ELEVATIONS:....1: By DATE:
DRAWNDA
GLAZING DETAIL:............:..:...:...:..:....2' CONFIG. _ MAX. UNIT SIZE. DESIGN.PRESSURE RATING IMPACT.RATING. . . AAJ o7/ae/as
COMPARATIVE ANALYSIS:..........:......3'
SECTION VIEWS&-ALT.FRAME........4COMPARATIVEMALYSIS- DWG a: REv.:
EXTRUSIONS s B.O.M...:..................s: ORIEL 52"z 96"
ANCHOR SCHEDULE&NOTES,........6
CHAR
INSTALLATION DETAILS....:...:.........:.? SCALE:S 2
T;.SHEET.3 NONE 93 � D
SHEET
1:20' 1 067
VANDOW,SYSTEFtS,
1900$W 44TH AVE.
OCALA,FLORIDA,34474
814Q PVC',
SINGLE HUNG
PION,-IMPACT
- z aZ
. r owo ¢Wo:w
.. .. ..
z Wes❑
w zoz x- t
a .Q��yo��m.
Z . zrmzd wao..
7/8:OVERALL '7/8''OVERALL 7/8"OVERALL. _ _ 7/8"OVERALL. .0 aU y'O Z N a
1/8"ANNEALED _ - 1/87 TEMPERED.' .3/16"'ANNEALED ' _ _ 3116"TEMPERED a :O-� 'Z= v}•
.5/8'AIRSPACE 5/8"AIRSPACE 112"AIRSPACE .:1/2"'AIRSPACE ,r Q Z'ly W p x,O?
�O.
11W ANNEALED 1/8"TEMPERED 3/16"ANNEALED, .3/16"TEMPERED - Q W-�?-�0)
SIKAPLEXwo
.552 OR SIKAFLEX 552 OR 4 SIKAFLE)(552 OR- 4 .StKAFLEX 552. . .It :z=,w O -rn
PURFECT GLAZE"H" 'PURFECT GLAZE'.K" PURPECT GLAZE"H" PURFECT GLAZE."H" 0. x Q. Ir a'X>-
O W F-a' d. W a).
n: w
1/2 GLASS S1FE' 1/2"GLASS BITE t12°GLASS SITE 112"GLASS BITE
,� PAO RE�f
`:•�,tCE NSF
o- ti•r. : No.5EI20110
' •!7i',
U ;F �o 'STATE dF'
T� pR1.
GLASS TYPE A: . GLASS TYPE B GLASS TYPE C GLASS TYPED ��!SS�ONA
y
9/07/2017
L E UCAS'A.TURNER,P. ;
FL PE#58201'
I239 JABARA AVE.
:N
ORTH PORT,FL 34288
PH.941-38071574
SHEET DESCRIPTION:
GLAZING DETAILS, .
.. _ : DRAWN BY: DATE:
AAJ 07108108
' DWG,q: REV.:
CWS 293 D
!SCALE: SHEET
1:1 20F
Design Pressures"(PSF)for Fin or Flange Oriel.Configuration with Sash Glass Type A,B,C,or D,'&Fixed Glass Type as Indicated in Chart
Unit Sash Fixed- ' Unit Widths(in.) % •
Height(in.) Height(in.) Glass Type "23:1/2 27 1/2', : 291/2 31 112 351/2. 39"1/2 41 1/2 43 112 47 1/2 52 WINDOW SYMMS-
A +60/-90 +60 1-90 +60/-90, +60./-90 .+60/-90 +60/-90 +601-90 +60/-90 '+60/-90 1900 SW Ave.
27 1/2 ' 12 ' .+60/-90OCALA,ELORIORIDA 34474 ,
B;C,or D +60/-90 +60/-90; +60/-90 ' +60/-90 +601-90 +60/-90. +60/-90 +60/"-90: +601--90 +60/-90 ' ' . www.cwS,CC
A _ +60/-90. +.60/-90 +60'/-90: . +60/-90,'' . +601-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90
29 1/2 12 " B,.C,or.D -+60/-90.. +60/-90 +60/-90 +60/-90 +60/"-90 -+60/-90 +60/-90 +60/-90 t601-90 +60/_90 8106 PVC
A +60/-90 +60/-90 +60/-90 +60/=90 +60/-90 +60/-90 - +60/.-90 +601790 , , +60/-89.5" +601"-79.8 SINGLEMUNG
35 1/2 '12
B,C,or D" +60/.-90 +60/-90 +60/-90 +60/-90 +60/-90- +60/-90 +601-90 +60/-90. +60/-90 +601-90 NOWIMPACT
41 112 13-.3116 : A +60/-90 +60/'90 +60/-90 +60/,-90: +60/-90 +60!-90 +60/1-90 +60/-90 +60/-87.1 +601-75.8
B,C,or D +60/.-90. +60/-90 +60/-90'.. +60'1-90 .+60/-90 +60/-90 +60/-90 +60/.-90 +60/-90 +60!'-88.8 4 'z a z
A +60/-90 +60/-90' +60/-90 +60/-90 +60/-90 +60/-90 +60/-90. +60/-90 +60/-84.3 +60/-74.9 1' a'w o' ¢w a w
471/2 : 15 -1/16" w zo'z ��zr_
B,C,or D'. ." +60/_90 +60/-90 +60/-90" +601-90 +60 t-90 +fi0 t-90 +60/-90 +60!-90 +601-90. +601 81 0 .Q w >a w�m _
u I-w zF-�2,=.
53 1/2 16 15/16 A +60/'-90 +60/-90 +60/-90 +60/-90 +60/=90 +60/-90 +60/ 88:5 +60/ 84.7 +60/-77,4 +60/-71.2 z z=2 a o:w O 0
O . 01-0 <=tio:
B,C,or D +60/-90 +60/-90 +60/-90 +60/=90 +60/-90 +60/-90" +60/-90' +60/-90 +60! 85.7 +60!-75.3 O a a�z a P u a
o' 'z-a zl-.aus
59112 18 7/$ A +60 l=90 +60/-90 +60/-90 +60 l-90' +60/=90 +60/ &4.3 : +60-/ 80.5. +601-76.2 +60/-70.9 : +60/�5:2 a- O Z.a vi Z O .
�.-u..�O.Ou.Z.
B,C,or D. +60/-90 +601-90 +60/=90 '" +60/'-90 +60/-90 +60/-90 +60/-90 +60/r90 +60/-81.4 +60/-70.9 > • <�O w-=0-
A +60./-90 +60'i'-90 +.601-90" +60l-90 +60 t 87.1 +601-78.7 +60/-75 .+601-72.1 +601-66.9 +601-61.2 �- : -0>3:0 2
63112' 20.1/8 w 00h:co0Ulcnw
B,C,or D +60/-90 +60/-90 +60/'-90 +60/=90- +60/-90 +60/.-90 +60/-90. +60/-90 +60/-79.2 +60/ 68.7 a 'z=a .�,O cn
A +60/-90 +60/-90 +60/-90 +60/,-90. +60/-84.4 +60/-76.2 +60/=73 +60/-70.3 +60 P-65', +59.1/-59.1 " a . w,f a a=,cr r
65 1/2 20 3/4 _. a 3 wa a
B,C,or'D +601-90 +60/-90- +60/-910 +601=90 +60/-go -+601-90 +60 1-90 460/=90 - +60/-78.3 +601-67.7
+60/-90 +60/-90 ' +60/-89.3. +60!-87.9. _t60/-81.4 . +60./-74 +60/-71 +60/-68.2 +60/-63.1 +57/-57 �p•�ypRE W
21 3/8 B;C,or D. +60/-90 +60/.-90 +60/-90 +60/-90: +60/�0 +60/-90 +60/-901" +601-90 +60!-77.4 +601-66.8 :``erg"P•' r�'ry
���Op•.ytG9NSfi•.�y.S
A +601 86,7 +60/-84. +601-83.7 +60/-82.2 +60/-77 +601-71 +60/-68 +60/ 65 +59.3/-59.3 +54/-54
711/2 2211/16 a; No 58201
B,C,or D +607=90 +60/-90 +60/-90 +60/_90 +80/-90 +60/-90 +60/-90 +60/-88.5 +60/-76.1 +60/-65.4
A +60'/-82.2 +601-78.6 +60/-78.5 +601-78 +60/-73.9- . +60/-68.3' +60/-65.5 +60/�2.4 +56.61-56.6 +51.81-51.8 74 3/4 23.11/16 ay.% STATE flE .`
B,C,or D +60./:-90 .+60/-90 : -+60/-90 +60/"-90' +60/-90: +60/-90 +60/-90 +60/-87.4 +60/.-75.2 +60/-64.4 "rap•., P;'�w o. 4` � �� ..
A +60/-73.8. +60/-69.3 +60/-69.5 . :+60/-69.4 +601-67.1 +60/-62.4 +59.3/-59.3 +56,4/-56.4 +52/-52 +47.2/-47 a��.2 '4,�ssl i�OR10•.
81 112 2513/16
+601-832 +60183.2 64/ 83:2 +60 t 832 3:2 +60183.2 +601-734B;C,or.D +601 83.9 +601-83.2 +601=62:8:
86 3/4 27 U2 A +60/-70.1. +60/-63.2 +601-63.4 +60/-63.6 +60/-62:7 +58.1/-58.1; +55.6/-55:6 +53.37-53.3 +49/-49 +44.6/-44.6
B,C,or D +607-75.1 +60/-73.5 +60/-73.5 +604-73,5'. +60/-73.5 +60/-73.5 +60/-73.5- +60/43.5 +60/.-72,1 +60/-61.7
A +60/-63.3' +54.2/-54:2 +53.7:1-53.7: +54;1/-54,1 +54.7./-54.7 #52.7/.-52.7 +50.7/-50:7 +48.61-48.6 +44.8/-44.8 +40.91 40.9
96 30 7/16
B,C,or D +60/-63.3 +60/-60.6 +60/-60.1 +60/-60 +60/-60 +60/-60 +601-60 +60/-6.0 +60/-60 +60/-60 9/07/2017
LU CAS A.TURNER;P.E.
FL PE#.58201
1239 JABARA AVE.
NORTH PORT,FL 34288.
PH.941-380,1574
- SHEET DESCRIPTION:
COMPARATIVE ANALYSIS ,
DRAWN BY' DATE:
- - - - - AAJ- 07l08108"
DWG#: REV.:
- . .
� CWS 293 D
SCALEc
NOTE:-IF SIZE INTENDED IS NOT SHOWN;USE NEXT:LARGER SIZE. SHEET
1::1' :3OF.7"
INTERIOR: ' WINDOW SYSTEF�3'
" 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
1 13 3 4
81,00 Pvt.
''SINGLE'HUNG.
NON IMPACT.
a. �. r' o'Wa cow0OQ
.1 z WJO Q W _
.. .. d •¢cot} }0a,,,yF. .
.3 .. 1 53 17 65 88 83 19.. .4 O O`.O V a=F-X
SECTIONB6 p. .Z Fes _.
-z
�z: 'aa.aci-ten-
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, `� I=Z'W.2 0.O c+-z
'RIGHT SIDE SHOWS SASH SECTION VIEW.. 3'a _I==z-.
� co acri
W<OW 0_jU)I-
CC Lu
CL
INTERIOR ,,���� pN Y,GR''�
�uu.n
DREb
rytG E N
,?,'a: No 513201 "ITS
-STATE OF
rari•.A, •�
0,*SSIONA l�E >��,
1 - . .
.g .. .. . :
6. 9/07/2017
ISO LR6:b
LUCAS'A.TURNER;P.E:. .
z FL PE#58201
3
1239 JABARA AVE.:
NORTH PORT,FL 34288,
a PH.941-380-1574 .
SECTION C-C SHEET DESCRIPTION:
ALTERNATE
EFINFRAME
-
SE
VI- SECTION A-A
. .. .. .. .. . . DRAWN BY: DATE:
. -
AAJ. 07J08108
DWO0: REV.:' -
NOTE: ITEMS NOT,SHOWN FOR CLARITY: CWS-293. D
20,25-26,31,36-37;44.'51-52;55=56,64,67-68 SCALE: :SHEET
1..2. :4 OF 7
PARTS LIST.
FRAME CORNER
hem Part# Description Vendor, Material. 31l8° 'CONSTRUCTION
1 . H-6031 Main Fr.;SH,w/Fg:,PVC,Head' Micron., Vinyl 69 1 t5(16'
2, H-6031 Main Fr.,SH,w/Fg.,PVC,Siit Mkron Vnyl -�(f 2 3t16 VAINDOW:SYSTENS',
3• H-6031 Main Fr.,SH,w/Flg:,PVC,L.Jb:. M 1900 SW 44TH AVE.-
kron Vinyl 8 OCALA,FLORIDA 34474
4 H-6031 Main Fr.;SH;w/Fig_PVC,R.Jb. Mkron• Vinyl. '. 10 W W W.CWS.CC
5. H-1681. Heavy Duty,Meet.Rail,Fxd:Aluminum Keymark Alum. S518 n, 1
8 H-6027- Sash Wet Rail,PVC Mkron Vinyl 39116' 1116' I' 41 � 1/16"
L_ UUU 5118" AA
9 H-1497 Reinf:Sash Meet Rail .Keymark . 'Alum - : CORNER WELD $�u0 PVC .
10 H-6051 Sash Bottom Rail,PVC' Mkron Vinyl (ALL SIDES) SINGLE HUNG
11 S-1498 Reint S.B.RJS.S.R Keymark' Alum. II - 'PVC SASH BTM.RAIL PVC SASH MTG.RAIL 1:8
.12 H-6004 Sash Sidelrop/Bot Rail• Mkron Vinyl H-6051- ' ' H-6027 NOWIMPACT' .
13 S-1498 Reint S.B.RJS.S.R Keymark' Num J _
37
14 S-6064'Glz Bd.,718',Fxd.,Horiz Mkron Vinyl= PVC FRAME FIN -j Z Q
15 '5=6064 Glz Bd.,7/8',Fxd.;Vert Mkron Vinyl: H- F 6026 --. p w Q rn w O p .
16 S-6064 Glz Bd.,7/8',Sash',Horiz Mkron Vinyl z :Z_J Q K�Z'uj
17 S-6064' Gtz Bd:,71r Sasti,Vert Mkron Vin}i d Q rty >O D m-
18 5-6013 Scm.Adapt,w/Nib,PVC,Hoft MSkron Vinyl 1 3/16' z z'_ 4 Of W 00 p
-� a o�;a Q
19. 5-6014 Scrn:Adapt,PVC,Vert. Mkron Vinyl 1 3/4" ' O U�H Ci n-N r j a
20 5-6029 Sash Stop t Filler,PVC,Vert Mkron Vinyl - 2 12 FIXED MEETING RAIL p Z-0 Z I_O oy'
'23 H-1699 Reinforcement-SSR - Keym6rk Alum - _ 3 ' ' 3 SCREWED TOGETHER WITH "O Z,O of Z o t)U
.1.5/B" I--� 15/16" .OUTERFRAME F--w•M O O'u:Z
24 P-2190 Balance BSI 1/16'. . 1:8 7 Q O w O_
25, .P-3059 Sash Cam,PVC BSI Plastic 211l16'. Slt6" U V76' �— } O U)
26 P-3446 Take Out C[tp, BSl SS ttl' w to C3 w Vy;w
27 :P-3783. Lock,Impact,PVC: Interlock. Z_U.
CL O-t rA t-
28 P-4069 Keeper,.Impact,PVC. Interlock' Zama PVC SASH SIDE RAIL REF�1699 R p ul I--Z: M S ir
:30. P-3215 Weep Co.erwtFiap Geer -Plastic H&0 CL _ F :a -�'d
32' P-3429 Wstp.,0,270 x.187 back FinSeai,Gray Uttrafab." PVC FRAME FLANGE
H-6031
.33- -P-3429 Wstp.,0.270x.187 back FinSeal,Gray Ultrafab ������Nt7RE4y° o
-
34 P-3429 Wslip.,0.270 x.1 87.back FinSeal,Gray Ultrafab _ . _ - .1!"' 5 ��`45 tiO P ...... ,1j4f
35 P-3429.Wstp:,0270 x.187 back FnSeal,Gray- LlWafab S'518- - t 118_ - T 8 :�J�
36 P-3429 Wstp.;0.270 xA87 back FnSeal,Gray , Ultrafab 5/16" 1/2' 17l8`' �, No 58201' : 31 .
37 P-4638. #8)2 1/2"Ph Modified Truss Type ATEK2 Fastenal Steel. �jII �- 20 1!8 *7
19 _- I. 18 :1.3t16 ,t7=• :�;.:
38 :P-3768 #8 x0.625 Ph PH SMS Hub City Steel r 1116" 5�== } - tr1} .9 i' STATE
39 P-4051 W#8 x 1.250 Ph FH'TEK,Wht Hub City Steel O w�
44 P 3342, Seam Sealer SM45504 ad,TEK;Whl SchneHub.Ce Steel PVC SC SEEN SSUPPORT PVC SCREEN CATCH' PVC S 6429 SASH TOP HD H 1$RAIL r+l,�`S pNA +`��,,
45' P-3752 Cap Plug,1J2"Hole. M&M Nylon
47 P-3438 Sikafiex552orPudect Glaze'H" Sika/Henkel
AB P-3352 Set.,Blk.,86Dur.,1/8"z5/8"x2"Lg.'. ' ' RLowe' Rubber 23/16°-
51 P=3881 Tamporary.Lbl.(NFRC/DP) 518' 314'. 314"�
52 P-36,13.CWS Lbl.(logo). Pro Label 3/16'-
53. Glass,Fixed(See Sheet 2) j. S '"�' 14
13. 15 -.9/07/2017 .,
,
54 Glass:Sash(See Sheet 2): :2t16' - 7/8{
62. P-3218 Screen Frame,Horiz Attmetal Alum - . . : 17 CUCAS A.TURNER,P.E:
63 P-3218 Screen Frame,VerL Allmetal Alum' REINF.SASH MTG.RAIL REINF.SBRlSSR' FL PE#58201', .
S-1498
H-1497
64 P-3321 Screen Frame Corner Key Allmetal Plastic PVC GLAZING BEAD 1239 JABARA AVE.
65 P-3581-Screen Clotti8 x 16 Fiberglass . Bettervue Fiberglass:
; Fibe PVC'MTG RAIL COVER
S-6664 RAIL NORTH PORT,FL 34288:
66, P-3228 Screen Spline,.155 Dia.,Blk.' Daps VinylPH.941-380-1574'SHEETDESCRIPTION:
67 P-3029 Screen Pull Tab Summit Alum 1jp
66 P-3033• Screen Spring,SS, F.Semen .. SS
:69 M-6026 Mein Fr.,SH,.w/Fn.,PVC . - '. (- 3' ^j o BOM'AND EXTRUSIONS,
:70 P-3113 Screw Supportfor PVC, T.Plastics.I Nylon DRAWN BY: DATE
71, ,5-6077 Cover,HD Meeting Rail .Mkron -Vinyl T
SCREW SUPPORT. AAJ_ 07/08/08
P-3113 Dwc a: REV.:-
LINE ITEMS NOT USED: CWS-293 D'. ,
6 7;.21 22,29,31,41 43,46.49 50.¢5 61 NOTE.ALL EXTRUSIONS ARE ALUMINUM UNLESS OTHERWISE NOTED. scRt SHEET
1:2 5OF7
J
vrlhfrJOwsYSTEMS
S'MAX.;(TYP.) 1r MAX,O.C.(TYP.) .
_ . . '.'4"MAX•.(TYP.) B•MAX.O.C.(TYP.) 1900 SW 44TH AVE.
. . _ . : ..
"6'MAX.(TYP.) � 4•MAX 'OCALA,FLOCIpA 34474
, (I�,P)
_ � _ SEE NOTE2 WWW.CWS.�C -
. - . . A
"SEE NOTE 2, 814o PUG
SINGLE
HUNG
IMPA
CT
1r: ,o.c: N
MAX D.C: N.
�
.) Q'."z. . "�Wo.o
.
.Z w W.�o ¢ a"w
w zoz Ir—�-
.4.O.C.(TYPj", "INSTALLATION- .0;,Q.N§i}a.m�m.
. 8"p.C..(TYP). INSTALLATION" ANCHORS(TYP.) z Z 2':2 U W x O K .
. . - . .ANCHORS(TYP.) .' O U fn F-z.a I--un IL
z.O-. .—� zF_:30
. .rY(MEETING RAIL), "} Q O'w p: O z
co
"I.tl.
LLL .o w 0-3 w
�q(YPX.
) 'X ai4•'O.0 C(L F' :a tr a.
-.PgDREW r,pfi"��
•r�GENg' —N
ANCHOR LAYOUT (FLANGE) ANCHOR LAYOUT-(FIN). @`JOB• ~ F••. tr
ti No 58201 .ss
"STATE OF
.r S
NOTES: . gplAasti?���`- .
1r INSTALL ONE,ANCHOR AT EACH INSTALLATION LOCATION."SILL ANCHOR SPACING SAME AS HEAD'.
2..SHIM AS REO ATEEACH INSTALLATION ANCHOR USING,LOAD BEARING SHIMS. MAX.ALLOV4IABLE SHIM STACK TO BE 114". USE SHIMS WHERE:SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER:WOOD SHIMS ARE NOT ALLOWED: "
'9/07/2017
.3.ANCHOR TYPE;SIZE:SPACING AND EMBEDMENT SHALL BE AS S,PECIFIED'IN THESE'DRAWINGS;SEE TABLE 1".SHEET 7;
4:ALL INSTALLATION ANCHORS MUST BE,MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS.IN CONTACT W ITH PRESSURE FL PE#58201 TREATED WOOD MUST CUCAS A.TURNER;P.E.
'
BE PROTECTEDTO PREVENT REACTION. 1239 JABARA AVE."
5:INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288
SPECIFIED INT PH.941-380-1574' A.
ABLE t,SHEET 7. SHEET DESCRIPTION:
6.ANCHOR EMBEDMENT TO"SUBSTRATE SHALL BE BEYOND WALL DRESSING OR:STUCCO. FOR"CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATEr 1X BUCKS ARE ANCHOR SCHEDULE AND
OPTIONAL, NOTES
T,A MINIMUM CENTER-TO-.CENTER SPACING SHALL BEMAINTAINED BETWEEN ALL FASTENERS:3".FOR MASONRY,1"FOR WOOD AND METAL: DRAWN BY: DATE:
8.WOOD.OR MASONRY OPENINGS,BUCKS AND SUCK FASTENERS SHALL BE PROPERLY DESIGNED.BY THE.ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER'WIND LOADS TO THE'STRUCTURE.' AAl 07/08/08
SUBSTRATES SHALL TNEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN,TABLEI,SHEET 7,CONCRETE AND MASONRY SUBSTRATES MAY.NOT BE.CRACKED. Dwp#: REV.:.
9,SEALING AND.FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE PONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE'REFERENCE DOCUMENTS: CW S-293 D
FMAIAAMA 100{FJN WINDOWS},FMAJAAMA200(Ft ANGE WINDOWS), FMAtWDMA 250(BOX WINDOWS),FMATAAMAWDMA 300{EXTERIOR DOORS} S -SHEET
1.25 16 0F'7
. MIN.EMBEDMENT `VIYLYALIl® •
TYPICAL HEAD ANCHORAGE SEE TABLE 1 ". SUBSTRATE
BY OTHERS WINDOW SYSTEM .
MIN.EDGE DIST.: - 1/4'MAX.SHIM - SEE TABLE 1 MIN.EDGE DIST. "SUBSTRATE
SEE TABLE 1 - - SEE TABLE 1'. BY OTHERS _ 1900 SW 44TH AVE.
SUBSTRATE BY.OTHERS " - 1/4"MAX.SHIM SEE TABLE 1 OCALA;FLORIDA 34474
SEE TABLE I I t WWW.CWS.CC
" MIN.EDGE DIST.
MIN.EMBEDMENT MIN.EDGE
"
PERIMETER SEALANT SEE TABLE t
BY INSTALLER INSTALLATION ANCHOR;" 8100 PVC
INSIDE AND OUT SEE TABLE I SINGLE HUNG
'SEALANT BEHIND C� _ MIN.EMBEDMENT
FLANGE BY INSTALLER L t/q"MAX SHIM SEE TABLE 1" NON-IMPACT
Zo
PERIMETER SEALANT S z •W"Q W O. :¢W C)p,
F- I
PERIMETER SEALANT L-7'
BYINSTALLER- W 'zOz' W FZWylF-
BYINSTALLERINSIDE AND OUT. .O' Q p }'O w 3:
INSIDE AND OUT _ INSTALLATIOMANCHOR 'Z Z=�'Q�3- _
INSTALLATION"ANCHOR - SEALANT BEHIND SEE TABLE 1; O ,O H O U'Q=�'K
.SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND. O U rn y-z D-F rn(L
., - . . . . FIN BY -p'=��jLLU
.. .. .. " ���
�" HORIZONTAL SECTION: INSTALLER :z Z
L�"1�HORIZONTAL SECTION: � ¢ O Z V Z p
7 TYPICAL JAMB ANCHORA - 7" 'TYPICAL FIN ANCHORAGE Q U z
HEAD AND SILL SIMILAR FOR FIN'INSTALLATION' Q �"}]3 O
a
a .w="O ax�"�
U4"•MAXSHIM a ,F a w3a'
SEALANT BEHIND
."FLANGE BY INSTALLER
,S�PNOREW ����
PERIMETER SEALANT "MIN.EMBEDMENT. .. .. - . . 10 �%C E NSF••�ti�
INSIDE
AND O � .SEE TABLET' ` v:' 'No 58201 ••'��
INSIDE AND"OUT. ' ' _ _ . . �*• # •:
SUBSTRATE BY OTHERS - - . . - - "
SEE TABLE I . . �p�.••STATE OF ?w!
. . - . . .SEE TABLE DMIN.EDGE IST.. . " ,�s O R
'VERTICAL SECTION ��4S��NA
7 TYPICALSILL ANCHORAGE
TABLE 1:APPROVED INSTALLATION FASTENERS:
9/07/2017
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A:TURNER,P.E. "
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW:TAPCON i-112" 1=1l8". FL PE#58201
PERIMETER'SEALANT 1239 JABARA'AVE.
FLANGE. HOLLOW OR GROUT-FILLED CMU(117 PCF MIN,): 3l18"RW TAPCON BY INSTALLER' NORTH.PORT,FL34288
FLANGE' CONCRETE(2.85 KSI MIN.) 3H6"ELCO ULTRACON 1 1" INSIDE AND OUT" PH,.PbRT0=1574
FLANGE GROUPFILLED CMU(ASTM G90) 3/16"ECCO ULTRACON 1-1/4" 2.1 J2- ✓�.HORIZONTAL SECTION.
7 BOX FRAME INSTALLATION' SHEET DESCRIPTION:' "
FLANGE 2X MIN.SOUTHERN PINE'G--0.55). 3/16"RW TAPCON." . SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION-
( 1 31s• 7/8" INSTALLATION DETAILS.
OR.ELCO ULTRACON-'
FLANGE 2X MIN.SOUTHERN PINE(G 0,55): , . #10 WOOD.SCREW- 1 3/g^ 718"; FLANGE REMOVAL NOTE:PARTIALLY OR FULLY•REMOVING THE FLANGE,
16"GAUGE(0:060")MIN.STEEL'STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO"AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTA13LE.PROVIDED: DRAWN BY, DATE:.
FLANGE 33 KSI YIELD MIN 7l16"
( )' TEKS,SELF-0RILLING SCREW' THRU 0.060", AAJ. 07/O8/08'•
1/8"ALUM'.(6063-T5 MIN.)OR #10 GRADE 5 SFLF-TAPPING/" FULL Tl-TREAD - -MIN..114"FILLET.OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG a:
FLANGE" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
1/8"STEEL(33,KSI MIN.) DRILLING SCREW THRU 0.125" - .CWS-293. D
PRODUCT ANCHORAGE'IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN" 2XMIN.'SOUTHERN PINE(G=0.55) #10 WOOD SCREW: 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE SHEET "
1:2 7OF7