HomeMy WebLinkAbout21-1667 D ti
Q
r IIRIIIR City,of Zephyrhills PERMIT NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 BAR-001667-2021
Phone: (813)780-0020
�.. Fax: (813)780-0021 Issue Date: 04/21/2021
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Permit Type: Add/Alter (Residential)
Property Number Street Address
02 26 21 0230 00000 0160 6931 Oakcrest Way
Owner Information Permit Information Contractor Information
Name: PATRICE&JOHN METZGER Permit Type:Add/Alter(Residential) Contractor: HOME PERFORMANCE
Class of Work:Add/Alter Residential ALLIANCE INC
Address: 5704 Lincoln Rd Building Valuation:$3,800.00 l
ONTARIO,NY 14519 Electrical Valuation:$0.00 j
Phone: (585)329-5055 Mechanical Valuation:$0.00
Plumbing Valuation:$0.00
Total Valuation:$3,800.00 +
Total Fees:$88.50 /)
Amount Paid:$88.50
Date Paid:4/21/2021 1:16:04PM
Project Description
REPLACE 2 WINDOWS S/S
Application Fees
Building Permit Fee $59.00 Building Plan Review Fee $29.50
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.
14)L-*rn
CONTRACTOR GNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
INS TR#2021052647 OR BK 10301 PG 3102 Page 1 of 1
SOH 03/16/2021 03:00 PM Rcpt:2273817 Rec: 10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
Permit No. Pence!ID No 02-26.2141230-00006-0160
NOTICE OF COMMENCEMENT
State of Florida County of Pasco
THE UNDERSIGNED hereby ghias notice that improvement will be made to remain real property,and In accadehce with Chapter 713,Florida Statutes,
Me following m1bmetlon Is pmvided'm 0r;ss Notice d Cormnencement
1. Description of Properly:Parcel Iderrtifieafim No.OAK CREST ESTATES PHASE ONE PB 32 PGS 4748 LOT 16 OR 9711 PG 3238
ShedAddrem =1 OAKCREST WAY,ZEPHYRHILLS,FL 33542
2. -Ge end Description of in;mveme t REPLACE WINDOWS AND OR DOORS SIZE FOR SIZE
3. Owner hdonnetion or Lessee iefannation ifthe Losses contracted forthe improvement
METZGER PATRICE a JOHN
8931 OAKCREST W�AYe rEvnYmllal9 FL
Address City State
Interest in PmpaW. 1 00%
Name of Fee Simple Titleholder.
Of OTerent mom Owner gd W above)
Address
4. NHOOM�EPERFORMANCEALLIANCE city State
17M 102 ND AVE N SUITE 500 ST PETERSBURG FIL
Address Clly State
Conhactoet Telephone No.: -(727)5384140
5. Surety:
Name
Address CRY State
Amount of Bond:S Telephone No.: , 0
6. Lender.
Name
L
Address City State
Lenders Telephone No.
7. Persons within the State of Floida designated by On owner upon whom notices or other dcorme is may be served as proWded
Section 713.13(1)(a)(7),Flodda Statutes K`8 ti a t4,
Name
Address City Statb s;
Telephone Number of Designated Person: '
8. In addition to hh W.the owner designates at—
to receive a copy of the LWnoes Notice as provided in SecSan 713.13(1)(b),Flodde Statutes, W
Telephone Number of Person or Entity Designated by Owner
Q ~ 0 �LLJ _j U
9. ErOmffor date of Notice of Commencement the baton date Z J
(. e� may not be before the completion of construction and thhel payment to tiro W LL N MO U
contractor,but will be one year hum the date of recording unless a ditmnt date is spedged): C7 O F' }
a.
AARE�ING TO CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 711Pt ANY PAYMENTS MADE BY THE OWNER 3 PART 1 R THE EXPIRATION OF
TMFLORIDA�STATUTE OF S SNCEMENTAND CAN O O U � �1 N d
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTTCE'OF COMMENCEMENt MUST BE Q 0 Op � LU U Ld
RECORDED AND P mUR JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT CL LL) O
WITH YOUR LEt� BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. of S Z _l co
U. 0Undue he¢read the foregoing notice of conmoneemerd old tint the fells stated theein ere true to the best fl -
of my kn� JL '�i ?• LL; LL LL LUj
COUNTY OF PASCp MY� EstSTATE OF FLORIDk O O U
Y B.2022 Igrrobue or Lessee,ar Owners or L O Q O O Lo
No.GO 214OU QIHce IPafted4anagar V 2 U U
sigpstWS LL- LU ZD z LLCC CL
Tha fare 9otn9 i /�� t � ♦`A f `day of �QFrI 202t by �h'E+ /- yf ZG41L O W O U- = Q (n
(type of eulhoritK e.g.,o111cer,trustee,stoney N fact)for LL U U
(name of of whom hrsbament was e>m uted). LL
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LU O.nW z �Pmraiy Knaw ]sg Pmdaed►dana6caaan , lll� �remre (n Q Q�
oP Identdreation Pmdumd
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My Comm.Expires = '
May B,2022 -
No.GG 214MSO
_
%���OFLF1.0��`
813-780-0020 City of Zephyrhills Permit Application Fax-81 -780-UQ21 F
Building Department '1�7
Date Received3 —&��
Phone Contact for Permitting -
` 1EIEIEIEL "lE3EI
Owners Name Q 1 1 �y�r Owner Phone Number
Owners Address `� QQa� Owner Phone Number
Fee Simple Titleholder Name F Owner Phone Number
Fee Simple Titleholder Address n—
JOB ADDRESS 3 / O� �C'arG�9� W �y[ h �• LOT#
SUBDIVISION cA C ARCELID# 2.2"Z(- 0270•00060 - or4a
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR e ADDIALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR = COMM = OTHER
TYPE OF CONSTRUCTION ® BLOC/K�,, = FRAME �+= STEEL = /
DESCRIPTION OF WORK 1(C �}¢ KC Poi—S-2-c— WswWAAZ C Fj„ -2-6 ,3
r
BUILDING SIZE SO FOOTAGE HEIGHT
:.a:'X.R.'gF.'€x. ..,.. .. ..E..,.. ., ..�. ..L. ..�;..;..g..€'a£'3E.X$€�C. ..{.,{..{. ...E.�..�[:Z"+F'gr ID[.'W"x'ZX.�UIVL_Xlr '..w xx' x IL 1E.I
f5glBUILDING $. Sbo VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $ `
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY
SIGNATURE REGISTERED N FEE CURREN I 09N
Address g V a&j N License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address I License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN I Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN I Y/N
Address License#
I first 3111 first's l 2`11111.11.I.II.III7fiE1`I l3II:If.E'l all I12AI.1.III
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.
Dlrectlons:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required.(AIC upgrades over$7500)
Agent(for 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(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
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 propedy licensed and is
not entitled to permitting pdvileges 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 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 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 wdting,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 LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT,
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and swom to(or affirmed)before me this Subscribed and sworn (or rm a or is
by by 5
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
2 Commission No. Commission No. &CA 44 4 V IQ Z
Q. nA4_' Thnn%R ,
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
=PubliC State of Floridapsonion GG 2441921/2022
John Metzger
520407
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FL 17355 . 3 L NI-155
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Last Revision Date:0918 Page 3 of 6
I,� Dtoan docs signed
CashDaper docs NOT signed at Site Inspection Gaper doh signed at Site Inspection
IJ OE dots NOT signed at Site Inspection DE dots signed at Site Inspection
Date Approved: Thursday,February 25,2021 Notes: e/25W
Date Measured:
0 D
Class In PSF 45(8.64) Wind Velocity in MPH 237 S20407
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, w`.. �,> ,. .,�.,: _ i� l ,.� a .rw:.T s�tz. ..,a r k.�R,,
AP"cant r7bnLoan John Metzger Frame Type ��
Applicant Phone/Email (585)329-505S n,6d.!rCc aolxprn Exterior Siding
Co-Applicant Patrice Metzger Year Built 2005
n NOC n Loan
Co-Applicant Phone/Email Bucking Req
Contract Date&FOR 2/24/2021 Color ! H ift
Home Address _6931 Oakcrest Way -_-_-_-_-_-_-_-_-_- Grids-
City,State Zip Zephyrhills,Fl.33542 Frosted
County Pasco Impact
Sales Rep Scott Peterson Non-Impact
Phone Number (863)6604768 Window Shields
Email Address SPoterson@hpawindows.com Door Shields
Branch StPG.er5bUF3 Cust.Init x Custarneragreesto the aivve
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ILK GOS
4
5
6
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12
13
14
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16
17
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19
20
Customer Signature: Date: �/ a / I Do you have an HOA: Yes or No
(Pleasodndeone)
Measured;By:
- Do you live in a Flood zone: Yes or No
Date Measured: �'� / :� / (aloasecideone)
Last Revision Date:0918 Page 1 of 6
3/8/2021 Florida Building Code Online
It Iltf~ z
BCIS Home j Log In I User Registration ( Hot Topics Submit Surcharge Stats&Facts Publications ( Contact Us �• BCIS Site Map, Links I Search'1
Florida
I Product Approval
USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail / �� 93
FL# FL17355-R5
Application Type Revision _
Code Version fwmft
Application Status Approved 1
Comments
Archived
Product Manufacturer Custom Wu�do 5stems nc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc\
Authorized Signature Jay Lathrop ALL WORK SHALL CO;t PLY MTH PREVAILING
jlathrop@cwsCODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
Technical Representative Jay Lathrop AND THE CITY OF ZEPHYRHILLS
Address/Phone/Email 1900 SW 44tIDROINANCES
Ocala,FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc REVIEW OF °DATE-
CITY
Quality Assurance Representative Jay Lathrop PLAN E)X(AEPHYRHIL
Address/Phone/Email 1900 SW 44th Ave. �kAIV1INE—R
Ocala, FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc
Category =,6,,,
Subcategory i
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
l:.l 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 daoo8
Validated By Steven M. Urich, PE
E Validation Checklist-Hardcopy Received
Certificate of Independence FL17355 R5 COI Evallkep2rt1031B.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
Equivalence of Product Standards
Certified By
Sections from the Code
hfps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrY%2btGxBTDFNwh9%2fLfBLzKS9kzPTAYae5QxQ%3d%3d 1/2
3/8/2021 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 07/31/2020
Date Validated 08/02/2020
Date Pending FBC Approval 08/10/2020
Date Approved 10/13/2020
Summa 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 R5 II CWS-1031B.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 R5 AE EvalReport1031B.pdf
details for DPs. Glass complies with ASTM E 13.00. 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 R5 II CWS-1067A.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.size 111"x 63".XOX 1/3-1/3-1/3 and 1/4-1/2- FL17355 R5 AE EvalReport1067A.pdf I
1/4. See installation details for DPs. Glass complies with ASTM Created by Independent Third Party:Yes
E 1300.
73 5.3 HS 0 Vin I Horizont I Slider XX HS-620 Vinyl Horizontal Slider,XX, Non-Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17355 R5 II CWS-1059A.pdf
WA v for a outside HVHZ:Yes _Verified By: Lucas A.Turner PE-58201
AR sista t, 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 R5 AE EvalReport1059A.pdf
detail for DPs. Glass complies to ASTM E 1300. Created by Independent Third Party:Yes
Back tdext .
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.'Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
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:
Credit Card
-SafeI W Ir I�f IAYIV �
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtD9sRyN.wiNWDrY%2btGx8TDFNwh9%2fLfBLzKSgkzPTAYae5QxQ%3d%3d 2/2
GENERAL NOTES:
HORIZONTAL SLIDER - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE.
1121/4"FLANGE WIDTH EDITION.
OCALA,FLORIDA 34474
111"MAX.UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) www.CWS.CC
36 11/16" 3.CONFIGURATIONS:"XOX".
MAX.SASH WIDTH 620 PVC
36 11/16'
MAX.SASH WIDTH 4.DESIGN PRESSURE RATING:
32 3/4"GLASS DLO 32 314"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND HORIZ.SLIDER
A M GLASS TABLES ASTM E-1300-04e01/09. NON-IMPACT
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04e01/09. ¢ Z ¢Z
-- -- - -- wwon
641/4' 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Z w�o ¢ w
FLANGE IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR w Z O Z D z
ffi
63" HEIGHT DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR o F-w Z OF�2
MAX WOOD ANCHOR CALCULATIONS. Z Z x 2 Q
B B UNIT 0 OHO •Q=��
X O X j 6 MAXe.HEIGHT 6 SOS EM SOVED FOR EQUIREDnIN WIND BORNE DEBRIS REGION.PACT RESISTANCE. IMPACT PROTECTIVE Z O O V�j Z S U-
SASH
F-?LL2OOD-Z
e HEIGHT 7.ALL FRAMES AND VENTS FULLY WELDED. Q Q�s O}Fw-I-H 0
551116" 0pF-}p�Og
D GLASS 8.SERIES/MODEL DESIGNATION HS-620. w LL 2(A p w in w
6 DLO Of Zia 0-jtAF
C I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: O w F-Oo w x o
X=OPERABLE SASH,O=FIXED SASH i CO
i F a. 0 wa
A C A 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
6 1/3-1/3-1/3 112 1/4"FLANGE WIDTH
LOCATION.
\\lllitllt/!r�
111"MAX.UNIT WIDTH 11. EEP SLOT=5l16"x 2-1/8"LOCATED 4-1/2"FROM pSA```��`�O
BOTH ENDS.
281/8" E__ Il
MAXe
-- 53 3/4"MAX.SASH WIDTH WIDTHSH - - - .0 N0:.58201
49 13/16"GLASS DLO 24 1/4"
' GLASS DLO i STATE OF 2
Lucas Turner
FLANGE 2020.07.27
HEIGHT 11:24:57
MAX. -05'00'
MA
UNIT
X 58 7l8" HEIGHT 7/23/2020
X O
MAX.
- SASH LUCAS A.TURNER,P.E.
HEIGHT FL PE#58201
55 1116" 2428 Old Natchez Trc Trl
GLASS Camden,TN 38320
a DLO PH.941-380-1574 '
SHEET DESCRIPTION:
GENERAL NOTES AND
1/4-1/2-1/4 ELEVATIONS
TABLE OF CONTENTS DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING EMK 06/02/15
DP CHARTS&GLAZING DETAIL........2 DWG a: REV.:
SECTION VIEWS..................................3 XOX 1/4-1/2-1/4 SEE COMPARATIVE ANALYSIS cws-1os7 A
EXTRUSIONS&B.O.M.........................4 XOX 1/3-1/3-1/3 111 x 63 CHART NONE
ANCHOR SCHEDULE&NOTES..........5 , SHEET 2 scALE: SHEET
INSTALLATION DETAILS.....................6 1:25 1 OF 6
DESIGN PRESSURES FOR 1134/34/3 CONFIGURATION WITH GLASS TYPE A OR B IN OPERABLE AND FIXED SASH /�
Unit Unit Height // 77/19900•
Width 171/2 231/2 291/2 351/2 411/2 471/2 53112 591/2 63 WINDOW SYSTEMS
53 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 1900 SW 44TH AVE.
59 112 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.01-75.0 +50.0/-75.0 OCALA,FLORIDA 34474
65 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.0 +50.0/-71.3 W W W.CW S.CC
71 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.01-68.6 +50.0/-64.5
77 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-67.1 +50.0/-61.4
83 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.7 +50.01-64.9 +50.0/-60.3 62�PVC
89 1/2 +50.0/-75.0 +50.0/-75.0 1+50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-71.5 +50.0/-61.9 +50.0/-57.4 HORIZ.SLIDER
95112 +50.0/-75.0 +50.0/-72.5 +50.0/-67.9 +50.0/-67.5 +50.0/-67.5 +60.0/-67.5 +50.0/-67.5 +50.0/59.3 +50.0/-54.9 NON-IMPACT
101 1/2 +50.0/-75.0 +50.0/-65.9 +50.0/-60.8 +50.0/-59.8 +50.0/-59.8 +50.0/-59.8 +50.0/-59.8 +50.0/-57.1 +50.01-52.8
111 +50.0/-69.2 +50.0/-57.7 +50.0/-52.1 +50.0/-50.1 +50.0/50.0 +50.0/50.0 +50.0/-50.0 +50.01-50.0 +50.0/-50.0
Z aZ p
F ow0 ww o
DESIGN PRESSURES FOR 1/4-1/24/4 CONFIGURATION WITH GLASS TYPE A OR B IN OPERABLE SASH,GLASS TYPE B IN FIXED SASH Z w_j❑ ¢ Z w
0 ZWZ O
Unit Unit Height ¢ 3} _�:ao_
•Width 17 1/2 23 1/2 29 1/2 35 112 41 1/2 47 1/2 53 1/2 59 1/2 63 Z Z i 2 Q�w oO p
O OF 0CS<=F=
53 1/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 O 0 rn 1-Z(L l-U)a
59 1/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-66.2 z O Z I-Urn
O
65 1/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-66.3 +50.0/-61.6 a F Z()U)OZ O tL Z
71 1/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-62.5 +50.0/-57.9 < O H-H Z-
77 1/2 +50.0/-67.5 +50.0/-6T5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/59.3 +50.0/-54.9
83112 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50:0/-66.1 +50.0/-56.7 +50.0/-52.3 w Oa U)W 0 w m w
89 1/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-63.8 +50.0/-54.5 +50.0/50.2 a Z=a x of U)
w r-0 CL >-
95 1/2 +50.0/-65.5 +50.0/-60.8 +50.0/-60.8 +50.0/-60.8 +50.0/-60.8 +50.0/-60.8 +50.0/-60.8 +50.0/-52.7 +48.4/-48.4 w = a w w
101 1/2 +50.01-59.6 +50.0/54.1 +50.0/53.8 +50.0/53.8 +50.0/53.8 +50.01-53.8 +50.0/-53.8 +50.0/51.2 +46.9/-46.9 a ~ a
111 +50.0/-52.1 +46.1/-46.1 +45.0/-45.0 +45.0/-45.0 +45.0/-45.0 +45.0/-45.0 +45.0/-45.0 +45.01.45.0 +45.0/-45.0
NOTE:GLASS TYPE B REQ'D FOR FIXED SASH WIDTHS LARGER THAN 36-11/16" AI77j'''
7!8°OVERALL 7/8"OVERALL %Gets*
1!8'ANNEALED or TEMPERED F3/16 ANNEALED or TEMPERED * No.58201
='v oc=
9/16"AIRSPACE 7/16"AIRSPACE _A *^7"- w`
1/8"ANNEALED or TEMPERED 3/16'ANNEALED or TEMPERED �i(� STATE OFir
QUANEX DURASEAL or, QUANEX DURASEAL or,
CAR KODAANL XL EDGE 4SG TPSr KODCAR SPACES 4SG TPS DINAL XL EDGE r
I.G.SPACER I.G.SPACER
36 SIKAFLEX 552 OR SIKAFLEX 552 OR
PURFECT GLAZE"H' 36 PURFECT GLAZE'H'
7/23/2020
5/8'GLASS BITE 0 5/8'GLASS BITE
LUCAS A.TURNER,P.E.
FL PE#58201
2428 Old Natchez Trc Trl
jj
6 6 Camden,TN 38320
PH.941-380-1574
SHEET DESCRIPTION:
DP CHARTS AND
GLAZING DETAILS
DRAWN BY: DATE:
GLASS TYPE A GLASS TYPE B EMK 06/02/15
DWG#: REV.:
CWS-1067 A
SETTING BLOCKS PER FBC 2411.3.3.1 SCALE: SHEET
NOTE:IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. 1�1 2 OF 6
TT
r
6 3 2 13
WINDOW SYSTEMS
1900 SW 44TH AVE.
0 0 o o OCALA,FLORIDA 34474
www.cws.cc
0 11 14 620 PVC
35 8 0 5 o HORIZ.SLIDER
NON-IMPACT
4 19
Qoo
L -' a Z ¢Z30
OQ D W owp �wpzw
r oUULJM LL �W�Z°��=
��❑ Z Zx�¢�w�p
9 19 31 6 33 34 OU 6a�OU'<TPR
U Z—�ZZf-.7U
a SECTION VIEW B-B 2 g 29 A; U 6
I--tL 2F H Ou-ZZ
—
9 3 W D D a LL O a U)O�wm w
3 wO J m
xC11.
rO m4 O 0 = U)4 Wa
3 a-H 19
yriN41-58201
INTERIOR -Ak * W=
��1 STATE tTF �.Z
34
33
4 36 1
3 4
19 32 7/23/2020
11 ® 0
1 1
LUCAS A.TURNER,P.E.
9 FL PE#58201
2428 Old Natchez Trc Trl
5 Camden,TN 38320
PH.941-380-1574
1 SHEET DESCRIPTION:
p o Fr
n SECTION VIEWS
0DRAWN BY: DATE:
SECTION VEW A-A
EMK 06/02/15
SECTION VIEW C-C DWG a: REV.:
ALTERNATE FIN FRAME CWS-1067 A
SCALE: SHEET
1.2 30F6
PARTS LIST
ITEM PART DESCRIPTION MATERIAL 41/8^� CORNER CONSTRUCTION
(OgM•1 H-6127 MAINFRAME PVC
2 H-6135 SASH INTERLOCK RAIL,INT.PANEL PVC WINDOW SYSTEMS
3 H-6139 SASH DRAW RAIL PVC
1900 SW 44TH AVE.
4 H-6140 SASH TOP/BTM RAIL PVC OCALA,FLORIDA 34474
D 5 H-6140 SASH INTERLOCK RAIL,EXT.PANEL PVC WWW.CWS.CC�
6 P-5615 SETTING BLOCK,1/8"x 7/8"x 2" 1 4 5
7 1 P3029 SCREEN LIFT TABS STEEL Yrpvc
1 15/16° 620 PVC
8 P-3033 SCREEN SPRINGS STEEL 41/8" CORNER WELD,/1s^ ,,,6• ALLSIDES HORIZ.SLIDER
9 P-3218 SCREEN FRAME ALUM 7H-6127
1:8
10 P-3228 SCREEN SPLINE NON-IMPACT
11 P-3305 WTSP.,0.187"x 0.270"SOFT FIN 12 P-3511 #8-18 x 0.625"PN PH TEK#2 POINT ZP STEEL AIN FRAME PVC TOP/BTM RAIL ¢ z � ¢Z
13 P-3783 IMPACT SASH LOCK H 6140 o w 0 U)w 0
14 P-3784 KEEPER Z w_j o a O w
w ZOZ Ix_�H
15 P-4146 #8-18 x 0.750"FH PH#2 POINT TEK ZP STEEL 0 ¢U) }0 D:3:m
16 P-4754 SCREEN CORNER KEY NYLON LL Z Z w ¢ w0 2 O
17 P-5450 JUMBO WEEP COVER ASSY NYLON 1 11/16^ 2 1/8^ 0 0�0 Lj¢a H�W
a.
18 P-5588 HOLE PLUG NYLON .050" p Z—W Z Z F�rn
19 P-3511 #8-18 x 0.625"SQ PH TEK#2 POINT ZP STEEL 7/16" r �5/16• Z 0 C0 U �U—
f ?w200u.Z
20 P-5428 ROLLER ASSY Ins" } 0 w—x 0_
21 P-5429 EXTERIOR TRACK FILLER INSERT PVC 2 1/16" 1 3/16" 15/16" Q F U t—Z vi
24 P-5451 T BLOCK,FIXED SASH NYLON 1 15/16• 1/15" 1 15116" e w L O U)p w m w
25 P-5448 #8 x 1.50"PN PH#2 POINT TEK ZP STEEL a Z-(L y
26 S-2004 REINF.,SIDE RAIL ALUM D D 3 0 w~0 Q. w
27 S-2005 REINF.,MEETING RAIL,INT.PANEL ALUM ALUM INTERLOCK-S-2029 PVC GLAZING BEAD-S-6141 D. D. w}'a
28 S-2029 INTERLOCK ADAPTOR ALUM
29 S-2030 ROLLER TRACK ALUM PVC LOCK RAIL PVC DRAW RAIL
31 S-2043 REINF,MEETING RAIL,EXT.PANEL ALUM H-6135 H-6139
-711/16" 15116' 15/16" 15116" `` `J1111111/ry ''
32 S-2044 REINF.,TOPlBOTTOM RAIL ALUM �p��CASA'T021��//
33 S-6141 0.875"GLAZING BEAD PVC `�� v�GEI
34 GLASS SEE SHEET 1/16^ 4 =* *+
35 DOW CORNING 1199 SILICONE ,1/16• 3 1 1/16• 7 1 1/16• 0 NO 58201
_ �o �=
36 PURFECTGLAZE"H",SIKAFLEX552 SILICONE 15/16" 31 1/16" 1 6 r0 ��`* w`
093" 1/16" i.0 STATE OF
ALUM REINF.-S-2044 ALUM REINF.-S-2005 ALUM REINF.-S-2004
ALUM REINF. f--25116•
S-2043
5/8" -1 9/16"- 4
7/23/2020
1/16" 9
O LUCAS A.TURNER,P.E.
4" FL PE#58201
ALUM ROLLER TRACK-S-2030 ra 2428 Old Natchez Trc Trl
Camden,TN 38320
O PH.941-380-1574
SHEET DESCRIPTION:
1 O
1 3/16" BOM AND EXTRUSIONS
v1s"
LINE ITEMS NOT USED:
L DRAWN BY: DATE:
22,30 1 1/a• 0 1 sn6" EMK 06/02/15
PVC TRACK FILLER-P-5429 DWG#: REV.:
0 CWS-1067 A
FIXED PANEL"T"BLOCK SCALE' SHEET
NOTE:ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. P-5451 1:2 4 OF 6
6 MAX.(TYP.) 14 1/2"MAX.O.C.(TYP.) L
6"MAX.(rYP.) L CENTERLIANCHOR NE(TYP MTG .)
yV NDOW SYS/MS•
f+4"(TYP.)
1900 SW 44TH AVE.
INSTALLATION OCALA,FLORIDA 34474
ANCHOR(TYP.) WWW.CWS.CC
4"MAX.(rYP.) 8"MAX.O.C.(TYP.) - _ SEE NOTE 2 620 PVC
IT4'THRU FRAME ANCHOR(TYP.) MAX O.C. X O X. HORIZ.SLIDER
4"MAX'(TYP.) r SEE NOTE 2 (TYP.) NON-IMPACT
INSTALLATION Q Z ¢Z
ANCHOR(TYP.)
8. -a I- Ow0 w0000
MAX. .C.( LL 0 FW�ZH Wax
Z Zx:R<ww00
X O X ANCHOR LAYOUT-(FLANGE) O 0 F-0 cj a H�M
113-1/3-1/3 a.
0 Z—�Zz
Z OO�nJ jU�
Q I- LL20 LLZ
ANCHOR @MTG RAIL Q O w
U F-Z uj
a CENTERLINE(TYP.) F4"(TYP.) w O O ai o w rn w
6"MAX(TYP.) 1(TM1P/)MAX.Ore.C. a Z=a Of O�Co
6'MAX.(TYP.) O W F Z W x w
F7ANCHOR LAYOUT-(FIN) a ° w nw
1/4-1/2-1/4and 1/3-1/3-1/3
NOTE THRU FRAME ANCHORS @ MTG RAIL INSTALLATION
ANCHOR(TYP.)
SEENOTE2 \6EMj
1 v t
MAX.O.C. - X
RYP No.520 1
=7o zik� 4�u=
�+d\j, STATE� +Z►
NOTES: a ��i�t/"�y►~$��QRAT ' ``���
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114". ANCHOR LAYOUT-(FLANGE)
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. 1/4-1/2-1/2 7/23/2020
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. LUCAS A.TURNER,P.E.
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 FL PE#58201
BE PROTECTED TO PREVENT REACTION. 2428 Old Natchez Trc Trl
Camden,TN 38320
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 PH.941-380-1574
SPECIFIED IN TABLE 1,SHEET 6. SHEET DESCRIPTION:
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-1X BUCKS ARE ANCHOR SCHEDULE AND
OPTIONAL. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3-9/16"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:
EMK 06/02/15
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. DWG a: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-1067 A
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/W DMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 1:20 5 OF 6
MIN.EMBEDMENT
SEE TABLE 1 SUBSTRATE
TYPICAL HEAD ANCHORAGE BY OTHERS V�(YCYAY u(/CY
1/4"MAX.SHIM SEE TABLE 1 WINDOW SYSTEMS
MIN.EDGE DIST. MIN.EDGE DIST. SUBSTRATE
SEE TABLE 1 SEE TABLE 1 BY OTHERS OCA A,FLORIDAAVE.
1/4"MAX.SHIM SEE TABLE 1 OCALA, LORI 34474
W W W.CW S.CC
SUBSTRATE BY OTHERS :IN�IEDGIE DIST.
SEE TABLE 1 SEE TABLE 1
MIN.EMBEDMENT �
INSTALLATION ANCHOR
PERIMETER SEALANT SEE TABLE 1 �❑ 620 PVC
BY INSTALLER SEE TABLE 1
INSIDE AND OUT HORIZ.SLIDER
0 0o SEETABLEDMENT NON-IMPACT
SEALANT BEHIND oo
FLANGE BY INSTALLER 1/4"MAX.SHIM ff11 Q ¢Z O
a Ltoo77 PERIMETER SEALANT Z W W O Q I wF--ON
PERIMETER SEALANT �] BY INSTALLER w Z O Z F-
BY INSTALLER o0o u INSIDE AND OUT 0 Q Co }O w3:m
' D LL 1-w INSIDE AND OUT INSTALLATION ANCHOR Z Z=�4 it w O O
SEALANT BEHIND D - SEE TABLE 1 0 0 C O Z a H Co n.
FLANGE BY INSTALLER SEALANT BEHIND p Z- -Z�_:3 to
INSTALLATION ANCHOR \ FIN BY INSTALLER Z O o U Uj Z)U-
SEE TABLE 1 /B ` HORIZONTAL SECTION � HORIZONTAL SECTION } �TYPICAL FIN ANCHORAGE LL w ZO O LLO Z
6 TYPICAL JAMB ANCHORAGE 6 HEAD AND SILL SIMILAROR FIN INSTALLATION Q I__
o ZO
W OO�rn0 wtnw
NOTE:ADDITIONAL THRU-FRAME ANCHORS a z=a re 0�y
(AS SHOWN IN DET.A/6)REQ'D AT MTG RAIL, 0 w 0 D._5
SEE SHEET 5 ANCHOR LAYOUT. a H D. w a.
SEALANT BEHIND 1/4"MAX SHIM \\\01PSAIn11174�
FLANGE BY INSTALLER 0 ``\\ \Jr.Gak�Fgii��i'
PERIMETER SEALANT - MIN.EMBEDMENT
BY INSTALLER SEE TABLE 1
INSIDE AND OUT =� „*� 1i1�
�.N STATE OF
SUBSTRATE BY OTHERS ^ MIN.EDGE DIST. �� OR�D h�'`V`���
SEE TABLE 1
SEE TABLE 1
EALANT UNDER SCREW / r� , VERTICAL SECTION
S
HEAD BY INSTALLER 6 TYPICAL SILL ANCHORAGE oo
7/23/2020
TABLE 1:APPROVED INSTALLATION FASTENERS
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 1" 1-1/8" D FL PE#58201
2428 Old Natchez Trc Trl
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" PERIMETER SEALANT Camden,TN 38320
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" BYNSTALLER PH.941-380-1574
INSIDE AND OUT HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-3/4" 2-112" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 1-3/8" 7/8„ SIMILAR FOR HEAD AND SILL FOR BOXINSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" 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 ACCEPTABLE PROVIDED: DRAWN BY: DATE:
FLANGE 7116" EMK 06/02/15
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
FLANGE
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-1067 A
FIN 5 MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 60176
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which are furtherdescriberi fn tlse:petification5ireet aataclsect.ltereto as Exl2ittit ",EXhsbiC'C..Ec Inll#aferf by the'fSa tics.H?Q vllfl.retnov ;k'y ` r-: �j
&aispasc or aIt debris-from.job site.Price Wow inc1udesbuPd#ng,p6imits.&Inciusive limited�Lifetirni:ve<arranty;'see sample vrarranry}-
The-above work tvitl be'completed in accor ance.with the terms,condItitttts,}ncl,spec#ftcat#ons_Iieseits,;sctizit Fayrsreist to be tna�:n.acsratdarrce �±
with the.folicwWin meet schedu#e: ASti t Of�TRACf t�.7N4RD`PARfY FiisANCE.tONT�ACi -•' . r�&�; s
G ps y -- �#
PROJECT PRICE
t �LICASH OCR DDT.CARD CICHE'CK w TIAL DOWN PAYMENT
GMANCE DUE
ADDITIONAL DO&NN PAYMENT DUE UPON DELLMV DE MATERIALS:- y : 4. R.,
BALA#CE DUE UPON staWAN TIAt COMPLETION* �.-4}
BALAKETDBERNANCEVaY THIRD PARiY'"
''BALANCE DUE UPON tNSTALLATlON OF WINDOWS ACID'DOOR5r'foo A#T`ERTTHE FI FINAL tNSPE 01W.
Customer understands and agrees there may°be iterrer,to ise-i nishea.afteiihe fihai.inspectfon,such,as Fiug�&Turn Ccvec5,.:.:
*You,.tsre quyer(sj,agme.to sign a cert ffcate'af completion once installation is completed.Pri cash-jobs,the.bolance due istti'h � ici- :
upasrth'e eorc�pieted tnrtaltation of thewindows a»d for doors.Nnal inspection hytl'Ie city gr:cognty'oCcdrS t}Aa'`I'-tnstaII0ti0n.�tdT lS i}Q� ct
related'to,¢ayrnent being due.on;finance jobs,allfinanca teirits are cantairted in sapante:papei serark betvteen,jjaic'and you;ftstartt
cornpany;HPA ls,neither•a broker ndr a tender.Any rrtlrior posy i»stallaita»items will be•dWcusseiwIth-yau(setth as'Alugs afbd trira'.. -
possibie,stress cracks,extra;sealant)and is subject to coverage urider:yodr airetten warranties._:lbu Haue•the Right To A Dedicated Cu sr"-
tomer Service Hatrine.Call our hotline at anytime at,i8f1Cl�472-5ti96 and we will haVe otir.tivaiity control team get back t,a !6ri Within
one•business dap,if not'within a»jtour or two,We will answer-any.questlons you have In an open and straItthtfon rd mann"-1
Ali.work will be completed irra'profess#onal,vronkst3artJike rriannerr» Ling,or eitce dertg'staridard ilticlust>y. 'rar flees:Any ail+raTtor!tar
deviation fromthe above scopeofworkinvolving`extracosts will-be•setJ6rthirra.6angeorder.agret}ntent•ba ,vee`14 anti-fou Eire#e's_.
otbenvlse specified,all labor carries a one/ear+Iimlted arorkntansillp uvarranty.
uver!s fight to.Carlcet�<This•is-a.horne•soiisftation.5ite,and If you do not;foam the'goads'or'setvice5,,yQk tna Cancel hls'agreeint ni
by providing written notice to the s¢ftes in'person,by tefegi rtt7,'or�Ytaif,.Tf3is ncatiGe ria'st.itjdiea;e ttiaC ytieE.do stet want tide
sertices Ind must be delivefed orpostmarked before midnight of the tldrd'ausi»ess day after you sipn:t4.tis 7�;,r�entenq.if�Est.e2�.ntel;?Ttr.
agreement,the seller may.not keep atj Dr part of any cash ctovon.oaymcnt.Nines:Telephonic cs7ajaiunlcatial�.tltl t1sx2 totxsfi Ute v�tid:-
' ra'csce-of_:anceliation underthls contract.Satttrc�,y is a bt7sittes'r t3a>l+for.xlle purpsises,afi#nis crin�3c't: - '
lN.AVE�REAP-AG�DUNDERSiArg?OstLPAGCS'CIF THIS Ccyt�t CXANQ,-A1,4-40CUMENTSAEFERE,CEDA_F[�>"tWIAC�CEPTIV1l1S,C�t� {
AS OFT DATE tWRITTEN:ABOVE Ahtl},l f AVE BEEN 4}ItALLY INFORMED OF my flIGHT W-CANCEL THIS 1'£3taS3SiiCT tCtSV. `
449
HOME•PERFORMANCE ALLIA CE;INC.
BUYER(s) -
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�i29r t'f2711^'•e—+.+...—�. (Lc.�k J �f .fr GC ^w.. ', .�.,y;`�,.�-f- r,.. .�i..,`.�J.
11f19 CANCEL T#f1S'7fii�NSACTI
IDA3 OF THIS @flS i�'ANSAC ff9f�:Sip. $}F dlrt`8t.aw«0 AT ANY"Itltt#1
7J25/2021 02-26-21-0230-00000-01601 Pasco County Property Appraiser
Parcel ID 02-26-21-0230-00000-0160 (Card: 1 of 1)
Classification 00100-Single Family
Mailing Address Property Value
METZGER PATRICE&JOHN Ag Land $0
5704 LINCOLN RD Land $23,116
ONTARIO, NY 14519-9134 Building $126,102
Extra Features $12,390
Physical Address
6931 OAKCREST WAY,
ZEPHYRHILLS, FL 33542 Just Value $161,608
Assessed (Non-School Amendment 1) $161,608
Legal Description (First 200 characters)
See Plat for this Subdivision Non-School Taxable Value $161,608
OAK CREST ESTATES PHASE ONE PB 32 School District Taxable Value $161,608
PGS 47-48 LOT 16 OR 9711 PG 3238
Jurisdiction
CITY OF ZEPHYRHILLS
Land Detail (Card: 1 of 1)
Line iUse :Code ;Description !Zoning;Units Type '.Price ,Condition ;Value
1 i OSOOR i LPi-1 SFR i OOR2 ,
8 250.00 SF $2.80 - 1.00 $23,100
s
2 0100R LP1-2 SFR 00112 SF $0.30 1.01 $16
Additional Land Information
Acres Tax Area FEMA Code Neighborhood Code(s)
0.19 30ZH
View Sketch Building Information -'Use 0100-Single Family Residential (Card: 1 of 1)
Year Built 2005 Stories 1.0
Exterior Wall 1 Concrete Block Stucco Exterior Wall 2 None
Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle
Interior Wall 1 Drywall Interior Wall 2 None
Flooring 1 Ceramic Clay Tile Flooring 2 Carpet
Fuel Electric Heat Forced Air- Ducted
/C Central Baths 2.0
Line ;Code Description _
_.______..._._._.__..___._........_..•_--_-__..,...p..___.__-. _._..._-__--.- -- Value
1 BAS01 ' LIVING AREA 1 1,475 $109,476
2 FGR61 FINISHED GARAGE s 400 $11,875
3 ^ FOA01 FINISHED OPEN ALUM PORCH 160 $2,969
4 FOP01 FINISHED OPEN PORCH ; 96 $1,781
Extra Features (Card: 1 of 1) _
Line Code Descri tion ,Year ;Units ;Value -
1 I RDWSWC # DRVWAY/SIDEWALK CONC i 2005 458 $997
2 i RBRKPTO = BRICK PATIO ! 2006 362 977
_.._.. .3.......__._,'_. RPOOL:6_` - - POOL 6 FOOT DEPTH_...-.__ _..._2006 +�__._......._._420 _ $8,463
T 4 - , RSCRN-AF SCREENED ENCL A FRM {- 2006 1,_248 $_1,310
5 iRDCFENCE DECORATIVE FENCE ~2016 516 $643
Sales History
Previous Owner: DICKASON MARY E&DICKASON ROD W
Month/Year Book Pa e/ g ,Type `DOR Code 'Condition Amount
04/2018 �j 9711 /_3238 �.._._---_-•.� -.. _
M._ ,N Warran Deed I 0 Improved $189,900 i
07/2016 �411 / 1686 Warranty Deed i01 Improved ! $172,500
10/2005 6757 / 1439 Quit Claim Deed ' Improved $0
! _- ---- ---- —
06/2005 ---- --
6427 / 0091 ? Warranty Deed I i Improved $155,000
08/2004 ; 5989 / 1557 ? Warranty Deed _ ; Vacant $18 000
03/2001 4637 / 0730 Warranty Deed Vacant $0
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