HomeMy WebLinkAbout20-344 m
City of Zephyrhills PERMIT NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 BAR-000344-2020
Phone: (813)780-0020
Fax: (813)780-0021 Issue Date: 07/16/2020
Permit Type: Add/Alter (Residential)
Property. Number Street Address
02 26 210160 00200 0140 6219 9Th St
Owner Information Permit Information . Contractor Information
Name: CHRISTOPHER&CYNTHIA DOMSf Permit Type:Add/Alter(Residential) Contractor: THE WINDOW DEPOT LLC
Class of Work:Add/Alter Residential
Address: 6219 9Th St Building Valuation:$6,394.00 �
ZEPHYRHILLS 33542 Electrical Valuation:$0.00 1/�
Phone: (813)435-0828 Mechanical Valuation:$0.00
Plumbing Valuation:$0.00
Total Valuation:$6,394.00 // 1
Total Fees:$107.95 I
Amount Paid:$107.95
Date Paid:7/16/2020 2:02:01PM
Project Description
REPLACE 10 WINDOWS S/S
Application Fees
Building Permit Fee $71.97 Building Plan Review Fee $35.98
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 subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit 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 add fee 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.
J46c/ 1%1a4V4--'At9r'
CONT CTOR SIGNATURE PE IT OFFICE
PERMIT XPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
Pr
813-780-0020 City of Zephyrhilis Permit Application Fax-813-780-0021
Building Department
Date Received I r a Phone Contact for Permitting
owner`s•Narne. t 4_1 v/S lam ' Owner Phone;Number.
Owner's?Address ?S Owner_Phone Number'
Fee Simple Titleholder Name` Owner phone'',Number'
Fee Simple Titleholder Address �,q
JAB ADDRESS I O! ' " LOT#
SUBDIVISION PARCELID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORKPROPOSED NEW.CONSTR - -ADD/ALT SIGN [� [� DEMOLISH
e• INSTALL e .REPAIR,,
PROPOSED USE Q SFR' 0 COMM" OTHER
TYPE OF`CONSTRUCTION 0 ',BLock Q: FRAME, Q STEEL - Q
DESCRIPTION OF WORK 1&&_Vn4aIccet 0 //1 &ks d exoe S!Z'7°
BUILDING SIZE . _ SO FOOTAGE= HEIGHT
7BUILDING $ VALUATION OF TOTAL CONSTRUCTION.
=ELECTRICAL $ �D AMR SERVICE Q,_ PROGRESS.ENERGY Q. , W.R:E.C.
=PLUMBING $ �J �� `°''
1O0
Q VALUATION OF MECHANICAL INSTALLATION
MECHANICAL —� 0
=GAS Q ROOFING Q SPECIALTY,,] OTHER
FINISHED FLOOR-ELEVATIONS FL'OODZ-ONErAREA =YE$'_7+ NO=L-=',-
Ai
j�� j�� J—..t>Yytu' i:'ic`tr✓Y:��•`:'{ins
BUILDER COMPANY
SIGNATURE REGISTERED. Y./..N., 3,:% FE
nse
Address ((/ �/U Lice :#
.. '4.L:.'1 iliRi: -
ELECTRICIAN ,COMPANY.,
SIGNATURE REGISTERED Y/.N :, ,}FEE CURREA Y/N
Address ,
- en se'#
Y:•il,t. t.
RLUMBER COMPANY
SIGNATURE. REGISTERED Y 7-,X'-;'. 'FEE GURREN
Address "License#
MECHANICAL COMPANY
SIGNATURE' REGISTERED" Y,4-' `' FEE-CURM
Address :-License#;
OTHER. COMPANY
SIGNATURE REGISTERED. ..FEE CURREI%
Address Ucensei#
RESIDENTIAL Attach(2)',Plot:Rlans;,(2),sets:..gf,Building P,lans;,(1),set,,gf.Energy Forms;R-Q-W;Permit:for-new-construcUon,
Minimum ten(10)working days'after'submittal date. Requlred''onsite;Coristriiction'Plans;Stannwater Plans vu/Silt Fence;iristalled, _
Sanitary Facilities&1 dumpster,Site Warts Permit for subdivislons/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Ufe.Sefety.Page;.(1)set of Energy Farms.R-O-W Permit for new construction.
Minimum ten(10)working;days aftencwbmtttal-,,date.::Required onsite,Construction Plans;;Stormwater Plans.w/Silt Fence installed,
Sanitary.Facilities&'1 dumpster:Site Work PermttJdr all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of°Engineered^Plans:
****PROPERTYiSURVEY:requtredJor,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(for the contractor)or Power of Attorney(for1he owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING- (copy of contract-required)
Reroofs if shingles Sewers Sentice'Upgrades A/C, Fence (Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE'OF DEED RESTRICTIONS: The.undersigned understands that this permit maybe,subject to"deed"restrictions"
which may.be more restrictive than'County-regulations. The undersigned assumes respohtiibilityfor 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 Ito 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
understate law.. If the owner or intendedy contractor-are uncertain as to�wheitrlicensing requirements.-mayapply.•forthe
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.specified in Pasco County Ordinance number 89-07.and
90-07; as amended.. The undersignfied;also understands,that'suck"feas, as may be.due,.will be.identified;at the,time of.
permitting. It is further understood taYTransportation 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; 0 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), Ifvaluation,,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 applicant1s_someone
other than the"6wner",1 ceitify tf at:Rhave._obtained'a copy-of:.th6.&bove.described document and promise in,gooid faith to
deliver it to the"owner"prior to commencement:,;.,..:,.,..
CONTRACTOR'S/,OVI(NERt AFFIDAVIT :�l certifacuthat,all,the informat on,.in this application-is,accurate-and.that all work
will be done in compliance with all_gpplicable. laws regulating construction; zoning-and land.d'eveiopment. Application-is
hereby.made to obtain-a. permit to do work,'~and- I nstallation.'as Find Gated': ,certify, that-no work.or installation'.has
commenced-.-prior-to„issuance of.a permit.and theit-all work will.be,:pei formed to:meet standards of.all laws regulating
a... -.•.ri ry �ion;'�Counry..:�and'City`codes;"zoning regulations; and land de'veto
construdt pment' regulations 'in the jurisdiction: I.also
certify that l.understand:that:"the regulations of other government:agancies may apply to-.the-intended work, and.that it is
my.responsibility.to:identifywhat actions I musttake.to be in.,colmplianed.. Such.:agencies_include'bufare not.limited;toi;
D'epartntenf:of..'Environmental Protection-Cypress:°Eayheatls, Wetland:Areas and Environmentally Sensitive
•Lands,wVater/Wastewater,Treatment•.,. ,..,
Southwest Florida Water Management District-lNells, . Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Afmy Corps of`Engineers-Seawalls' a:oi;ks, Navigabi_iMaterways:-
Department of Health & Rehabili_fative Services/Environmental,Health'-Unit-Vllells; Wastewater..Treatment.,
Septic.Tanks.
tJSi; nvironrnentalProtection Agency=Asbestos:abatement.
'Federal Aviation.Authority-Runways."
understand.that the following,restrictions.appIy to,#tq:use of fill:
Use-of'fillis notalloWed in`Flood#Zon.eRV"unless expressly permitted.
If-the-fill material'"-is to be used in Flood Zone "A', it is' understood that"a -drainage'plan addressing a
"compensating1volume" will-be submitted at time of permitting which is prepared by-a..professional engineer
licensed:bythe:State of Florida.
If'-the fill:material:-is to.be ,used'in.Flood Zone "A in connection with a permitted building using stem'wall
constructioni_l:eertify:thaffill wilt be used onlyto 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
propert e's 1f use°:of-fill,,is.found,to..adversely affect:adjacent properties,,this 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.:whichbare bibVeited.by,.;fill,an engineered drainage:plan is required.
If I amu,tt`e:AC.EH 'FOR;TtiEl"01NNER,'I promise in goodfaith,to; nform.the;owner,;ofthe permitting,conditi_ons..setforth'in
this:affid `pri6r.t0 co'rtfillencin'g�;construction. I.understand that a separate permit may be:required.for electrical work,.
pIumt%ing'{signs;Fuvells;,;.pool$ airs-conditioning, gas;. or other'.installations=not specifically included im,thet.application. A�
permit iss led'shall;be'cohstrUb.i to.tie a:license to,proceed with,the;work and not as authority to violate, cancel,,alter,;,or
set aside&arty.provisions,nftle`fe'chrical'cddes, nor'shall'issuanceofa.permit prevent the Building official from.thereafter::..
�...s :
requiring:a`-cb'rrection,of=:errorsxin:;plans;construction or violations of:any,codes :Every•permit issued;shall become invalid
unless„thq.W_0tk aijthoFized bysucl .:=permit:.is commenced within six months of.permit.issuance, or if.work authorized-toy.
the perrYtit is suspend"ed.or atifintlone&foe a period of-six,(6)months after;the`tlmittre work is,commenced.` n extension
maybe.::requested,; in;•vi►riting;from;the;Building:.Offcial..for.a�perled:.not to exceed ninety (90),days.and will demonstrate
justifiable cause for,tf'e'extensio'n;="#,work�.ceases:for ninety(90)jdansecutive days,the.job is considered abandoned.
WARNING-TO:OWNER YOUR,FAII:URE T.O:.RECORD A.NOTICE-wOF.C.OMMENCE. NT.:MAY-RES.ULT'IN-YOUR
PAYING:'rVVICE t=014`illUihR`O E1VIt=NTS'TO``YOUT APR( pER°F1r f'IFf1fOU IN 1=NC>�`y.6 �. :.AIN'FINANCING 'CON$UL-T
WITH:YOUR LENDER;O't2`"AXM ATIi'ORIV Y BEFC�R jRECORIJING-61) NOT10Es0 MMENCEMENT:
.. —
FLORIDAJURAT'(F.S.'1_17.03)" ------
OWNER OR AGENT R,�4
Subscribed and sworn to(oraffirmed)before"me this S 's tied:and s o (o ad for me this-
bY: �ud by, eyi
Who is/are personally known to me or has/have produced Wh isd !ar a ally known to a or has/have produced
as identification. as identification.
Notary Public Notary Public
Commission No. Commiss_ No.
Name of Notary typed,printed or stamped Name of:Notary typed,printed or stamped
Y
e
Q
Plan Review
Windows & Doors
1) :Need.manufacturing installation specifications:
2) Must.meet:sections 11308.and.R612 6fthe.2017 F.B.C.
3) If:windows are to be installed-inside the historical.district;.they will need to be approved
by the.historical:committee:,
4:) No other work shall be.permitted (framing, plumbing;and.mechanical) unless-otherwise . .
specified.
5:) This is for replacement:(glass for glass) only.. If you wish to change from screen or vinyl
windows to glass,then additional information is required. ..
6:) All windows to wall connections:shall be left visible for:inspection.
7) All.labeling and stickers.shall.rernain..on windows until final.inspection:
8-). :No work shall start without permitfirst:
THE WINDOW DEPOT LLC
r- Certified General Contractor#CGC1504775
Licensed—Bonded—Insured
6201 Johns Rd Suite 4,Tampa FL 33634 4154 Corporate Ct,Palm Harbor FL 34683
Office—(813)901-5555
WINDOW/DOOR SALES CONTRACT
The Window Depot LLC("Seller')agrees to furnish all materials and labor to complete the necessary improvement,located at the address listed below:
Name: n A I�j �C(tiSLC' Phone: Yj'� LI Z S—l C)$I- S
Address: Eh
�� Email: q.11".I.CEv�-
In accordance with the specifications given below:
1. Remove windows from 00 openings. Number of Entry Doors
2. Custom size and install _windows in opening. Manufacturer4 /-t"
3. Manufacturer C-L-U< Model q7/' Model
4. Style S-W&_5 11,dc, S�SL=0-r S
5. Color Number of Sliding Glass Door1
6. Glass packs A) f (so!v/ Manufacturers A
7. Screens Style ,n f
S. Grids Options J�,A-
9. Locks A-tl-}-n
10. Tempered .n);, z Storm Protection
11. Obscure I 4r0- ✓J '` Color Al 1 A
12. Workmanship warranty Style N 4A
All projects will be Installed per code.Includes clean up and removal of all job-related debris.
Additional
CONTRACT SUM:$
Purchaser shall pay the C ntract Sum as follows: 7 riJ b3
1. Fifty Percent(50%)upon execution of this Contract($
2. Forty Percent(40%)upon Installation($ )
3. Ten Percent(10%)upon Completion of work($ 1
"Completion"of work means the date when construction Is sufficiently complete in accordance with the Contract Documents so that the
Purchaser can utilize the work for its Intended use.
4. Amounts unpaid after thirty(30)calendar days shall bear interest at the rate of eighteen percent(18%)per year.Purchaser shall reimburse Seller for all
costs incurred,including attorneys'fees,occasioned by Purchasers default under any terms of the Contract Documents.
6. Purchaser is obligated to pay the Contract Sum as described herein regardless of any financing terms in place.
6. Contract Documents.This Contract consists of this document,Change Orders,extra work/wood authorizations,If any,and all financing documents,if
any.No promises other than those specifically set forth in the Contract Documents shall be recognized by either party.The entire understanding and
agreement of the parties is contained in the Contract Documents. 1L
s
7. Wort ascribed in the Contract Documents will commence in approximately V-' and be completed in approximately
.The recited dates are approximations and are subject to scheduling difficulties of Seller,labor and/or material shortages,acts of God
and other evens not foreseen by Seller.
8. Seller shall provide a lifetime warranty on its workmanship. This warranty does not apply to workmanship or materials not paid in full.Seller does not
warrant any materials,equipment,fixtures,packaged products or specialty windows if the same comes with a manufacturer's warranty,rather,Purchaser
shall rely solely on manufacturers'warranties.Seller's warranty excludes remedy for damage or defects caused by abuse,modifications not executed by
Seller,vandalism,wind,natural disasters or perils,war,improper or insufficient maintenance,improper operation,or normal wear and tear.If Purchaser fails
to notify Seller and give Seller an opportunity to make corrections,Purchaser waives its right to make a claim for breach of warranty.Liability under any
warranty by Seller is limited to the replacement of the work or materials only and shall not apply to any alleged consequential or other claimed resulting
damages flowing therefrom.THIS WARRANTY IS IN LIEU OF ANY OTHER WARRANTIES,EXPRESS OR IMPLIED,AS TO MERCHANTABILITY,
FITNESS FOR A PARTICULAR PURPOSE,OR ANY OTHER END PURPOSE OR USE AND THERE ARE NO WARRANTIES THAT EXTEND BEYOND
THE DESCRIPTION ON THE FACE HEREIN.
9. Price Escalation-The Contact Sum is based upon material and labor costs in effect at the time of execution of this Contract.In the event that the
process or completion of the Work is delayed by any act of the Purchaser which is not the fault of Seller,or by a force majeure event,to the extent that the
cost of material or labor or both are increased beyond those upon which this Contract Sum is based,the amount of such increased costs shall be added to
the Contract Sum.
10. Seller shall not be liable for any consequential,secondary,incidental,special,indirect or punitive damages of any kind,whether in contract,tort,
Including negligence,warranty,or otherwise.
11. The parties agree that this Contract shall be governed by the laws of the Stale of Florida,and any action brought in thereon shall be brought in the State
of Florida.Venue Is hereby agreed to be in Hillsborough County,Florida.The prevailing parry In any dispute between Seller and Purchaser arising out of or
relating to the work shall be entitled to recover from the non-prevailing party all of its reasonable attorneys'and paralegals'fees,costs,including all costs not
taxable as costs,In any litigation and any related appeals.
12. Both worker's compensation and public liability insurance are carried by the Seller and they are applicable to the work to be performed.
13. The undersigned warrant(s)that he is(they are)the owner(s)of the above-mentioned premises and the legal title thereto stands of record in his(their)
name(s).
14. Contract price includes all coupons and/or discounts.
16. PURCHASER'S RIGHT TO CANCEL.This is a home solicitation sale,and if you do not want the goods or services,you may cancel this Contract by
providing written notice to the Seller in person or mail.This notice must indicate that you do not want the goods or services and must be delivered or
postmarked before midnight of the third business day after you sign this Contract.
Receipt is hereby acknowledged by Purchaser,this day of ti 20
Approved and Accepted.
Signature`of PurcFiasseerr qy� Signature of Purchaser
By: 13520743v1
Officer: For: The Window Depot LLC
Permit No. Parcel ID No 'J Z—7(— Z i —o)6o— &yiLdU
NOTICE OF COMMENCEMENT
State of_ I C r Lrul` County of
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,
the following information is provided in this Notice of Commencement:.
1. Description of Property: Parcel Identification No._T�N SO& IS4— 4-9 D U/'!aQ C 22 "VAT
Street Address: 7il fpp� }
2. General Description of Improvement_k=44, _4 I?_$QJ aJr.1d0.'�e i!J'f—
!
3. Owner Information or Lessee information If the Lessee contracted for the improvement:
Name
Address City State
Interest in Property:
Name of Fee Simple Titleholder.
(If different from Owner listed above)
Address Ne�Y l n `!��r�tA 1 1_C_ City State /
4. Contractor: 1 V 't !_
Address City + State
Contractor's Telephone No.:
5. Surety:
Name
Address rNSTR# 2020089483--13K 10113PG 3622
Amount of Bond: $ 06/05/2020 11:43am Page 1 of 1
Rcpt: 2168654 Rec: 10.00
6. Lender: DS: 0.00 I T: 0.00
Name Nikki Alvarez-Sowles, Esq.
Address Pasco County Clerk & Comptroller
Lender's 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)(7),Florida Statutes:
Name
Address City State
Telephone Number of Designated Person:
8. In addition to himself,the owner designates of_
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entity Designated by Owner:
9. Expiration date of Notice of Commencement(the expiration dale 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 dale 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 I 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
re of Owner or Lessee,or Owner's or L ssee's uthorized
Officer/Director rtner Manager
Signaatorys re/Office (� )
The foregoing Instrument was acknowledged before me this Z�day of A �-.20�y_nw f''017 i1 pf)
as (type of authority,e.g.,officer,trustee,attorney in fact)for
C e (name of pa a behalf of inst merdw s executed).
[IPersonally Known OR Produced Id�entificalicrA Notary Signature �!
Type of Identification Produced Name(Print)
�/7 Z`� , , CHARLES M FOSTER
V'S'Notary Public-State of Florida
=* *= Commissiop #GG 943176
My commission Expires
'nrrlr��` December 29, 2023
wp date/bes/nolicecommen cem ent_pc053O48
STATE OF FLORIDA,COUNTY OF PASCO rye
THIS IS TO CERTIFY THAT THE FOREGOING IS A
TRUE AND CORRECT COPY OF THE DOCUMENT r
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE q �F
WITNES ,MY HAND AND OFFICIAL SEAL THIS 43
DAY OF 2 0 20 Zt) �
- ,..
NIKKI AL EZ-S W ES LERK&COMPTROLLER <c
BY DEPUTY CLERK " 1 �
. � a o
•
BaS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats Facts I Publications I contact Us I BCIS Site Map I Lints I Search
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Product Approval
C - USER:Public User
Product Aooroval Menu>Product or.Apnlitatlon Search>flaolication List>Application Detail
•- FL# FL17234-116
Application Type,, Revision
Code Version 2017
Application Status., Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission If necessary.
Comments:•
Archived, +
Product Manufacturer custom window SA L W RK SHALL COMPLY WITH PREVAILING
Address/Phone/Email 1900 SW 44th Av . LORIDA BUILDING CODE,
Ocala,FL 34474 RATIONAL ELECTRIC CODE,
(352)368-6922 Af 097HE CITY OF ZEPHYRHILLS
jlathrop@cws.cc ORDINANCES
Authorized Signature • Jay Lathrop
jlathrop"sxc
Technical Representative Jay Lathrop , L0 6 2020
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474 REVIEW DATE
(352)368-6922 Ext 2l�ITY �� ZEPHy H
jlathrop@cws.cc PLAN EXAMINER
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M.Urich,PE
cal Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Mndard Yeas
AAMA/WDMA/CSA/10l/I.S.2/A440 2008
ASTM E1300 2004
Equivalence of Product Standards
Certified By
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Product Approval Method Method 1 Option A
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BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us ! BCIS Site Map Links Search
bProduct
Approval
1 USER:Public User
Ek�r:ar�+:virrn .
Product Approval Menu>Product or Application Search>Angllcation Ust>Application Detail
FL# FL17355-R4 n
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived 77
ALL WORK SMALL COMPLY WITH PREVAILING
Product Manufacturer Custom Window SygONGIFLORIDA EUiLDING CODE,
Address/Phone/Email 1900 SW 44th AveWTIONAL ELECTRIC CODE,
'Ocala,FL 34474 THE CITY OF ZEPHYRHILLS
(352)368-6922
jlathrop@cws.cc al IANCES
Authorized Signature Jay Lathrop
jlathrop@cws.cc
REVIEW DATE
Technical Representative Jay Lathrop CITY OF ZEg1 -
Address/Phone/Email 1900 SW 44th Ave n�� EXAMINER
Ocala,FL 34474 PLAN EXAMINER
(352)368-6922 Ext 291 - '--
jlathrop@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Emall , 1900 SW 44th Ave.
Ocala,FL 34474.
(352)368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professlonal Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 10/16/2021
Validated By Steven M.Urich,PE
' I Validation Checklist-Hardcopy Received
Certificate of Independence EL17355 R4 COI EvalReport105%pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1300-04 2004
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 01/24/2019
Date Validated 02/07/2019
Date Pending FBC Approval 02/08/2019
Date Approved 04/16/2019
Summarlif of Products
FL# Model,Number or Name Description
17355.1 HS-620 Vinyl Horizontal Slider XO HS-620 Vinyl Horizontal Slider,XO,Non-impact.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17355 R4 II CWS-1031A(HS-620,XO),pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner PE-58201
Impact Resistant: No Created by Independent Third Party: No
Design Pressure:N/A Evaluation Reports
Other:Max.sizes: 74",x 63"and 74"x 72".See installation FL17355 R4 AE Evallkeport1031A.p�
details for,DPs.Glass complies with ASTM E1300-04. Created by Independent Third Party:Yes
17355.2 HS-620 Vinyl Horizontal Slider XOX HS-620 Vinyl Horizontal Slider,XOX,Non-impact.
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL17355 R4 II CWS-1067(HS-620,XOX)apdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner PE-58201
Impact Resistant:No Created by Independent Third Party: No
Design Pressure:N/A Evaluation Reports
Other:M e 11�63f XOX 1/3-1/3-1 a - 355 4 E�EvalRe1/ a installation d DPs.Glass complies with ASTM Crea Third Party:Yes
1300-04.
17355.3 HS-620 Vinyl Horizontal Slider XX HS-620 Vinyl Horizontal Slider,XX,Non-Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17355 R4 II CWS-1059(HS-620,L(X)pt�f,
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner PE-58201
Impact Resistant:No Created by Independent Third Party: No
Design Pressure:N/A Evaluation Reports
Other:Max.sizes: 74"x 63"and 74"x 72".See installation FL17355 R4 AE EvalReport1059.pdf
detail for DPs.Glass complies to ASTM E3300-04. Created by Independent Third Party: Yes
Bask Neat
Contact Us::2601 Blair Stone Roa . a .h
The State of Florida Is an AA/EEO employer.CopylIght 2007-2013 Stale of Florida.::Privacy Statement::Accesslbllity_Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
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provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
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GENERAL NOTES:
HORIZONTAL SLIDER - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED yyIV�SYSiEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE.
EDITION. 00ALA,FLORIDA 34474
2.GLAZING OPTIONS:(SEE SHEET2) WWW.CWS.CC
751/4'FLANGE WIDTH -
3.CONFIGURATIONS:"W.
74•MAX UNIT WIDTH 620 PVC
36" 4.DESIGN PRESSURE RATING(SEE SHEET 2):
[r7GLAS
SASH WIDTH -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND HORIZ.SLIDER
GLASS TABLES ASTM E-1300.04, NON-IMPACT
321/16• -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
S DLO INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04.
ui
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR p
7FLANGE a DETAILS. W INDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR
6 HEIGHT WOOD ANCHOR CALCULATIONS. }
_ m
7Lr c
MAX C C 6 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE Z
UNIT p SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. O
HEIGHT
7.ALL FRAMES A
6 AND VENTS FULLY WELDED. Co
X X zw
67 8.SERIES/MODEL DESIGNATION HS
MAXX -620.SASH rL
p ft
HEIGHT 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING:
X=OPERABLE SASH
64 1/16• to
GLASS 751/4"FLANGE WIDTH 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR p
74'MAX UNIT WIDTH LOCATION. Z
36" - 11.EXTERNAL WEEP SLOT=5/16"x 2-1/8"LOCATED 4-1/2'FROM
A MAX.SASH WIDTH BOTH ENDS. ,.'%v`NDREW 4le�
6 321116' �``�P�P�05NS.T!'Q,'o
GLASS DLO A �Ct• No SB201 1p•••'y1�
sa 1/a• —— — I Lucas A.Tumer E
FLANGE 2015-04-27 1B 9O% STATE OF
HEIGHT �� 21:05-04:00 .�1�' $"*.4 O R 1
MAX
HEIGHT
591/16' X X I
MAX
SASH 4/27/2015
HEIGHT
LUCAS A.TURNER,P.E.
FL PE#58201
GLASS 1239 JABARA AVE.
DLO NORTH PORT,FL 34288
PH.941-380-1574
A SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS MAX. UNIT 2011 MTG.RAIL DRAWN BY: ATE:
GENERAL NOTES&ELEVATIONS DESIGN PRESSURE RATING IMPACT RATING EMK 04/29J15
DP CHARTS&GLAZING DETAIL......2 SIZE REINF. ap
SECTION VIEWS..................................3 74"x 63" NO SEE COMPARATIVE ANALYSIS CWS-1059
EXTRUSIONS&B.O.M..............:..........4 NONE
ANCHOR SCHEDULE&NOTES..........5 74"x 72" YES CHARTS, SHEET 2 SCALE: SHEET
INSTALLATION DETAIL.......................6.. 125 1 OF 6
FLANGE WINDOW DESIGN PRESSURES FOR EQUAL SPLIT"XW'WITH GLASS TYPES A.B,C,OR D umeffm
Unh Unit Helght Width 351/2 391/2 43112 471/2 511/2 551/2 591/2 63
391/2 +50/-75 +50/-75 +501-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 1900 SW 44TH AVE.
431/2 +50/-75 +50/-75 +ED/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-72.6 OCALA,FLORIDA 34474
7/e'OVERALL 7/8"OVERALL WWW.CWS.CC
47 112 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-70.2 +50/-66.5
51 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-74 +501-67.5 +50/-62.1 1/8"ANNEALED 1/8•TEMPERED
551/2 +50/-75 +50/-75 +50/-75 +50/-75 +60/-75 +50/-71.3 +50!-65 +50/-60.4 9116"AIRSPACE 9116.AIRSPACE 620 PVC
591/2 +50/-75 +501-75 +50/-75 +50/-75 +50/-75 +50/-68.1 +50/-82 +50/57.5 118"ANNEALED 118'TEMPERED I"IORIZ"SLIDER
63 1/2 +50/-67.9 +50/-67.9 +50/-67.9 1 +501-67.9 +50/57.9 +50/-65.4 +50/-59.4 +50/55
67 1/2 +50/-60.1 +50/-60.1 +50! so.t +50! sD.1 +50/50.1 +50!-60.1 +So/.57.2 +50/-52.9 SIKAFLEx 552 OR SIICAFLEX 552 OR NON-IMPACT
71 1/2 +50/-53.6 +501-53.6 +50/-53.6 +50/-53.6 +50!.8 +50/-53.6 +50/-53.6 +50/-51 36 PURFECT GLAZE°H' 96 PURFECT GLAZE•H°
74 +50 -50.1 +50 -0 +50 -50 1 +50/-50 +50 50 1 +50 SO +50 -50 +50 50
FIN WINDOW DESIGN PRESSURES FOR EQUAL SPLIT"XUt"WITH GLASS TYPES A,B,C,OR D 5/8"GLASS BITE 5/8"GLASS BITE a
Unit Unit Height
Width 351/2 391/2 431/2 471/2 51 1/2 551/2 591/2 63 m
391/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-70.6
Z
431/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-70.1 +50/-65.4 O
471/2 +50/-75 +50/-75 +501-75 +50/-75 +50/-75 +50/-71.5 +50/-65.5 +50/-61 Ln
51 1/2 +50/-75 +50/-75 +50/-75 +50!-75 +50/-74.5 +50/ 67.5 +50/ 61.7 +50/57.4 ZO W
55112 +50/-75 +50/75 +50/-75 +50/-75 +50/-71 +50! 64 1 +50!58 5 +50/-54.4 F
cc
591/2 +50/59.6 +50/-69.6 +50/59.6 +50/-69.6 +50/58 +50/-61.3 +50/-55.8 +50/-51.8 a
63 1/2 +50/-61.1 +50/51.1 +50!-61.1 +50/-61.1 +50/-61.1 +50/-5B.9 +50/-63.5 +49.5/-49.5
GLASS TYPE A GLASS TYPE B N
67 1/2 +50/-54.1 +50/54.1 +50/-54.1 +50/54.1 +50/54.1 +50/-54.1 +50/-51.5 +47.6/-47.6 u!
71 1/2 +48.2/-48.2 +48.2/-48.2 +48.2/-48.2 +48.2/-48.2 +48.2/-48.2 +48.2/-48.2 +48.2/-48.2 +45.9!-45.9 101
74 + .1 + +45 + -45 + + + OVERALL 7/8'OVERALL
O
3/16°ANNEALED 3/161 TEMPERED Z
FLANGE WINDOW WITH 2O11 MTO RAIL REINF.DESIGN PRESSURES FOR EQUAL SPLIT"X/X"WITH GLASS TYPES C OR D � �
7116'AIRSPACE 7/16'AIRSPACE ``��P�PNOREW 10,
Unit Unit Height 3/16"ANNEALED 3/16'TEMPERED `�
k�
Width 35112 391/2 431/2 471/2 51 112 551/2 591/2 63112 671/2 72 36 SIKAFLEX 552 OR SIKAFLEX552OR
36
PURFECT GLAZE°H' PURFECT GLAZE ;' No 58201
391/2 +501-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50!-75 +50/-72.6 *;
431/2 +50/-75 +50/-75 +50/-75 +501-75 +50/-75 +50/-75 +50/-75 +501-75 +50/-723 +50/-67.0 -
471/2 +501-75 +50/-75 +50/-75 +5D/-75 +50/-75 +50/-75 +50/-75 +501-727 +50/-67.4 +50/-62.4 518°GLASS SITE 5/8°GLASS BITE 9 STATE OF 1•
51 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-74.2 +50/-68.3 +50/53.3 +50/58.5 +�0�•, p
55 QY
P.'
l/2 +50/-75 +50/-75 +50/-75 +50/-75 +5D/-75 +60/-75 +50/-70.4 +50/-64.7 +50/59.9 +50/-55.2 +��Q`S;•4 O R 1�.��N
591/2 +50/59.6 +50/-69.6 +50/-69.6 +50/-69.6 +50/-69.6 +50/-69.6 +50/-67.1 +50/-61.6 +50/-56.9 +50/-52.4 If ���iiSi .NAB
63 1/2 +50!-61.1 +50/-61.1 +50/-61.1 +50/-61.1 +50/-61.1 +50/-61.1 +50/51.1 +50/58.9 +50/54.3 +50/-50.0
67112 +50154.1 +50/54.1 +50/54.1 +50/-54.1 +50/-54.1 +50/-54.1 +50154.1 +50/54.1 +50/521 +47.9/-47.9
71 1/2 +48.2/-48.2+48.2/-48.2+48.2/-48.2+48.2/-48.2+48.2/ 481+48.2/48.2+48.2/-48.2+48.2/-0.2+48.2/-48.2 +46/-46.0 4/27/2015
74 +45.1/-45.1 +45/15 +45/-45 +45/-45 1 +45/-45 1 +45/-45 +45/-45 +45/-45 +45/-05 1 +45/-45
LUCAS A.TURNER,P.E.
FL PE#58201
FIN WINDOW WITH 2O11 AATG RAIL REINF.DESIGN PRESSURES FOR EQUAL SPLIT"X/X"WITH GLASS TYPES C OR D 1239 JABARA AVE.
Unit Unit Height NORTH PORT,FL$4288
Widthv 35 1/2 391/2 431/2 471/2 51 1/2 1 551/2 591/2 63 1/2 67 1/2 72 GLASS TYPE C GLASS TYPED PH.941-380-1574
SHEETDESCRIPTION:
39112 +5D/-75 +50/-75 +50/-75 +501-75 +50/-75 +50/-75 +50/-75 +50/-74.8 +50/-69.6 +50/-64.5 DESIGN PRESSURE
43 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +601-74.9 +50/59.2 +50/54.3 +50/-59.6 CHARTS AND GLAZING
471/2 +50/-75 +501-75 +50/-75 +50/-76 +50/-75 +50/-75 +50/-70.0 +50/54.6 +50!59.9 +50/-55.4 DETAILS
51 1/2 +501-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-721 +50/-66.0 +50/-60.7 +50156.3 +50/-52.0 DRAWN BY: DATE:
55 1/2 +50/-71.1 +50/-71.1 +50/71.1 +50/-71.1 +50/-71.1 +50/-68.5 +50/52.5 +50/57.5 +50/53.2 +49.1/-49.1 EMK 04/22/15
59 1/2 +50/-61.9 +50/-61.9 +50/-61.9 +50/-61.9 +50/-61.9 +50/-61.9 +50/-59.6 +50/-54.7 +50/50.6 +46.6/-46.6 P;
M+50/54.3 +50/54.3 +50/54.3 +50/-54.3 +50/-54.3 +50/-54.3 +50/-54.3 +50/524 +48.3/-48.3+44.4/-44. CWS-1059+48.1/-48.1+48.1/-8.1+48.1/-48.1+48.1/-48.1+48.1/-48.1+48.1/-48.1+48.1/-48.1+48.1/-48.1+46.3/-46.3+42-6/-42.6 NOTE: scALE:
+428/-42.8+428/ 42 +42.8/-42 8+428/-42.8+42B/-428+42.8/-428+42.8/-428+42.8/-42B+42.87-42.8+40.9/-40.9 SHEET
+40.1 -40.1 +40 -40 +40 -40 +40 -40 +40 -40 +40 AD +40 -40 +40 -40 +40 -40 +4p 4p IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. 1 1 2 OF 6
ckwo
INTERIOR WINDOW
1900 SW 44TH AVE. w
1 18 11 3 2 13 3 11 18 OGALA,FLORIDA 34474
www.cws.cc
620 PVC
HORIZ.SLIDER
NON-IMPACT
ni
0 30 m
1 VD
17 Z
4 9 i9 91 5 B 8 8 1 Z W
sSECTION VIEW B-S aIx
0
U
W
a
3 38 39 p
Z
- INTERIOR - Pp10REtl"��sp�i
-`fir f No 58201
34 �*•• * '*S
4 9 STATE0.0
3 "'1/0NAiuE
1 1 4/27/2015
SECTION VIEW LUCAS A.TURNER,P.E.
MTG RAIL REINFORCEMENT{2012011}REQUIRED
ON UNIT HEIGHTS ABOVE 63" FL PE#5820
1239 JABARA AVE.
1 NORTH PORT,FL 34288
PH.941-380-1574
ETDtEcRipTTu
IpT
'SECTION VIEW A-A SECTION VIEWS
DRAWN BY: DATE:
ALTERNATE FIN FRAME EMK 04122/15
D N ..
ITEMS NOT SHOWN FOR CLARITY: CWS-1059 -
7-8,10;12,15-16&21. 8° = SHEET
1:2' 30F6
PARTS LIST CORNER CONSTRUC7ION /�7( •�ITEM PART DESCRIPTION MATERIAL VENDOR 41/8•
ViIINDOW SYSTEMS L�`-°/� CrslytklllL®��//1) �
1 H-6127 MAIN FRAME PVC ATN 1J
2 H-6135 SASH INTERLOCK RAIL,INT.PANEL PVC ATN
3 H 6139 SASH DRAW RAIL PVC ATN 1 1900 SW 44TH AVE.
OCALA,4 H-6140 SASH TOPBTM RAIL PVC ATN 1 1/2• WWW. FLORIDA 34474
W W W.CWS.CC
5 H-6140 SASH INTERLOCK RAIL,EXT.PANEL PVC ATN
6 P-3028 SETTING BLOCK,1/8"x 7/8"x 2" FRANK LOWE 4 5
7 P-3029 SCREEN LIFT TABS STEEL SUMMIT 1l16" CORNER WELD 620 PVC
8 P-3033 SCREEN SPRINGS STEEL FLA SCREEN 47l6" 115/16" 1/1s° ALL SIDES I'IORIZ.SLIDER
P-3218 SCREEN FRAME ALUM FLA SCREEN 0 1:8
10 P-3228 SCREEN SPLINE DAPA NON-IMPACT
11 P-3305 WTSP.,0.187"x 0.270"SOFT FIN AMESBURY I
12 P-3511 #8-18 x 0.625"PN PH TEK#2 POINTZP STEEL FASTENAL F—v
13 P-3783 IMPACT SASH LOCK INTERLOCK
14 P-3784 KEEPER INTERLOCK ~
15 P-4146 #8-18 x 0.750"FH PH#2 POINT TEK ZP STEEL FASTENAL PVC MAIN FRAME-H-6127 PVC TOPBTM RAIL-H-6140 p
16 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN
17 P-5420 WEEP COVER ASSY NYLON ASHLAND m
n 18 P-5421 0.625"HOLE PLUG NYLON HEYCO c
�+1 11/16 I+--
19 P-5423 48-18 x 0.500°PN PH TEK 92 POINTZP STEEL FASTENAL 2 1/8" Z
I I �
7/16"
20 P-5428 ROLLERASSY AMESBURY 0.50° 5/16° S2
23 P-5436 JAMB BUMPER RUBBER MINOR RUBBER
24 P-5441 L BLOCK NYLON 1/t6" 1/16' 1/76" O Q
26 S-2004 REINF,SIDE RAIL ALUM ASCEND 1 15/16" 1 15/16" 1 3/16" a 15/1+6• 33 a
27 S-2005 REINF.,MEETING RAIL,INT.PANEL ALUM ASCEND 2 D 3 cc
28 S-2029 INTERLOCK ADAPTOR ALUM ASCEND to
29 S-2030 ROLLER TRACK ALUM ASCEND in
30 S-2030 ANTI-LIFT FILLER ALUM ASCEND PVC INTERLOCK RAIL-H-6135 PVC DRAW RAIL-6139 ALUM INTERLOCK-S-2029 PVC GLAZING BEAD-S-6141
31 S-2043 REINF.,MEETING RAIL,EXT.PANEL ALUM KEYMARK z
LUM
34 33 S-6141GLASS SEE"GLAZING BEATIO DRAIL PVC ASCEND ATN HEET2lit 1/76" 1 5116° 1 5/16" 4. J`,`�'P�OEEVV f TG'��'�
35 DOW CORNING 1199 SILICONE 5/16°—{ '�"o •�� SF
36 PURFECT GLAZE"H",SIKAFLEX552 SILICONE HENKEL/SIKA I Ste; No 58201 :73
37 S-2011 REINF.,EXTERNAL ALUM ASCEND 1 5li6" 31 11/16° 3 1 1/16° 1 1/16• =*:
38 P-3515 #8 x 5!8"PH FLAT WHITE SMS STEEL FASTENAL
1/16" :9Qt" STATE OF 1�4U
39 P-5400 COVER,EXT.REINF. PVC TEAM PLASTICS os3•
LINE
NP2 29EMS NOT USED: ALUM REINF.-S-2043 ALUM REINF.-S-2044 ALUM REINF.-S-2005 ALUM REINF.-S-2004 ''���iss'ONA4E ?,,,
5/8 19/16" 3/ 7/16' z
T 39 4/27/2015
1/18"� 9 30 7/L 1I" 1116°' LUCAS A.TURNER,P.E.
]� FL PE#58201
PVC COVER-P-540D 1239 JABARA AVE.
ALUM ROLLER TRACK-S-2030 ALUM EXT.REINF.-S-2011 NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
DRAWN BY: DATE:
EMK 04/22/15
G A:
CW S-1059
SCALE: SHEET
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 12 4 OF 6
Long DOW5
19DO SW 44TH AVE
ANCHOR ATMIDSPAN 8'MAXO.C.(TYP.) OCALA,FLORIDA 34474
FOR UNIT HEIGHTS OVER 63'(TYP.) 3 4'MAX(TYP.) W W W.CWS.CC
SEE NOTE 2 -I 3•THRU FRAME ANCHOR(TYP.)
6'MAX(TYP.) s•,(Tw.) a°MAX(TYP.)
s°MAX )
620 PVC
SEE NOTE 2 HORIZ.SLIDER
INSTALLATION
181/4"
ANCHOR(TYP.) INSTALLATION NON-IMPACT
MAXI O.C.
ANCHOR(TYP.)
(�L MAXM O.C. F
X X X X m
• rn
z
0
S2
zW
oCc
a
U'
W
C
-ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) O
CD M NOTE THRU FRAME ANCHORS TG RAIL Z
�:• No 56201 •'g�
O. ¢:
SRO STATE OF :��:
NOTES: :���..F p,,.•��.
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ���s`S O...O..NG,`��
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/27/2015
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION. # A AVE.. 1239 JA BAR l
39 A ..
S.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, 34288
SPECIFIED IN TABLE 1,SHEET 6. PH.941-3BD-1574
SHEETDESCRIPTION:
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1 X BUCKS ARE OPTIONAL ANCHOR SCHEDULE AND
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1'FOR WOOD AND METAL DRAWN BY: DATE:
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. EMK. 04/22/15
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWO s: .
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS•1059 -
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMAIWDMA300(E)CTERIOR DOORS) SCALE:. SHEET
120 6OF6
MIN.EMBEDMENT SUBSTRATE'
�®
SEE TABLE 1 MOTHERS
TYPICAL HEAD ANCHORAGE 1/4'MAX SHIM MIN.EDGE DIST. SUBSTRATE SEE TABLE 1 WINDOW SYSYEMS
MIN.EDGE DIST. 1900 SW 44TH AVE.
SEE TABLE 1 SEE TABLE 1 BY OTHERS
1/4"MAX SHIM SEE TABLE 1 OCALA FLORIDA 3474
WWW.CWS.CC
SUBSTRATE BY OTHERS MIN.EDGE DIST.
SEE TABLE 1 o SEE TABLE 1
MIN.EMBEDMENT INSTALLATION ANCHOR GZO PVC
PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1
BYINSTALLR HORIZ.SLIDER
INSIDE AND OUT IN.EMBEDMENT
SEALANT BEHIND (=] SEE TABLE 1 NON-IMPACT
FLANGE BY INSTALLER 1/4"MAX SHIM 010000 TZ
Qo PERIMETER SEALANT F
BYINSTALLER Q
BYINSPERIMTALL R��� INSIDEANDOUT
INSIDE AND OUT INSTALLATION ANCHOR }
SEALANT BEHIND JL014,
SEE TABLE i m
FLANGE BY INSTALLER SEALANT BEHIND CID
INSTALLATION ANCHOR FIN BY INSTALLER ZO
SEE TABLE 1 HORIZONTAL SECTION C HORIZONTAL SECTION
6 TYPICAL FIN ANCHORAGE N
TYPICAL JAMB ANCHORAGE 6 HEAD AND SILL SIMILAR FOR FIN INSTALLATION ZO W
0
NOTE:ADDITIONAL THRU-FRAME ANCHORS a
(AS SHOWN IN DET.A/6)REQ'D AT MTG RAIL,
SEE SHEET 5 ANCHOR LAYOUT. w
0
CI
I II
Z
SEALANT BEHIND 1/4'MAX SHIM ��i�p�
FLANGE BY INSTALLER P��PS,ND..N S ;t
PERIMETER SEALANT MIN.EMBEDMENT %41
JV; v `c•'•�1n%
BY INSTALLER SEE TABLE 1 ti. : No 5B201 '�75
INSIDE AND OUT
SUBSTRATE BY OTHERS MIN.EDGE DIST. STATE OF :'4+:0:
SEE TABLE 1 SEE TABLE i
SEALANT UNDER SCREW VERTICAL SECTION yA�SF�0 R t O P �Z
�
HEAD BY INSTALLER 6 TYPICAL SILL ANCHORAGE �Ziy/ONA„ ���`
z�
4/27/2015
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUP FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574
D HORIZON TAL SECTION
FLANGE HOLLOW or GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4' 2-112" 8 BOX FRAME INSTALLATION SHEET EscRIPrION:
3116'ITW TAPCON SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
FLANGE 2XMIN SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8° 7/8" INSTALLATION DETAILS
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060°)MIN.STEEL STUD #10.16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: EMK 04/22/15
FLANGE (33 KSI YIELD M" TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED D x:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE 7/16° CWS 1059 -
1!8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -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 60F6
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