HomeMy WebLinkAbout18-20265 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 202,65
BUILDING PERMIT
PERMIT INFORMATION -LOCATION INFORMATION
Permit Number: 20265 Address: 7150 APPLEGATE DR
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: ALPHA VILLAGE
Est. Value: Parcel Number: 35-25-21-0050-00000-0180
Improv. Cost: 6,500.00 OWNER INFORMATION
Date Issued: 9/21/2018 Name: FIELDS, FAIRLEY
Total Fees: 112.50 Address: 7150 APPLEGATE DR
Amount Paid: 112.50 ZEPHYRHILLS, FL. 33542
Date Paid: 9/21/2018 Phone: (813)713-3921
Work Desc: CONVERT SCRN RM INTO SUNROOM 12 X 20
CONTRACTORS APPLICATION FEES
SUN STATE ALUMINUM INC BUILDING FEE 112.50
KV
Ins ections Required
F OTER 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.
CONTRA TOR 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
Date Received /Phone Contact for Permitting
Owners Name Owner Phone Number
Owner's Address 2 1P 4 N l /�O Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address �1
JOB ADDRESS y�Q�—� lrV �J l� kTT �/L/ram l 3,Y LOT# 1��J
SUBDIVISION /(( /9Aa f ZILir� PARCEL ID# J —C�S o2 OV 56-0CW 0-O`Q b
r .—T (OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR Q COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK__ //--0 FRAME = STEEL =
DESCRIPTION OF WORK
BUILDING SIZEJAXr%) I SQ FOOTAGE'�7 D HEIGHT
TiTT�PYTITPPTPTr"7TITITI�FTIT4�I'TP'ITITirI'T7�i'4'P9�1TT�P'P�4Tf—TIT�PTITrrrP'1'9"
=BUILDING $/ L) VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING 4'2t q'(p5
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
. ...-j. . .4.� !,. . .--_--•�--.— -,�-1— :—. . ...—: ..—.
(�BUILDER / ]� I COMPANY {�ikJ 44e LCH1 Unit[LI�L
SIGNATURE ( ( REGISTERED Y/ N FEEC
Address S / ZA l J ya- Lic isef # o�
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FE REN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURREN Y/N
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlI11I11111111`IIIIIIIIIIIIIIIIIIIII
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,Stonmwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivlsionsAarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit far 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. (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
NOTICE OF DEED RESTRICTIONS: The undersigned 4nderstands 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 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'SIOWNERIS 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 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 LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDAJURAT(F.S. 17R. )
OWNERORAGENT CONTRACTOR
Subscribed and swor to(or affirm d)before me this bs r' e d sworn to(or affirmed)before me this
by by—
Who
is/are personally known to me or has/have produced Who Is/are rso y wn to me or has/have produced
as Identification. as Identification.
Notary Public Notary Public
Commission No. Camgssl No.
Name of Notary typed,printed or stamped Name of Notary'I.
ed�pri s�rn�g ELINE BOGES
Commission#FF 150422
=; p Expires December 12,2018
4
P�f„°°•`�� Bonded Thro Troy Fain Insurance 000-M5-7019
i
:1(;O HIUfl
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
9
Contractor/Homeowner: �j,�,yl,S`�i _ T� t" IV-6'A-1
Date Received:
Site: t S le
Permit Type: em(/e°r'd" Sc/f-e r n
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
G.
4
This comment sheet shall be kept with the permit and/or plans.
Kalvin S itzer Tans Examiner Date Contractor and/or Homeowner
(Required when comments are present) .
tract Page No. of Pages
SUN STATE ALUMINUM, INC.
6154 Fort King Rd.
ZEPHYRHILLS, FL 33542
(813) 788-7308
SUBMIJTED TO � PHONE SATE
STREET �-' ,la'� JOB NAME .._
zC -)C A ''ijce
CITY,STATE and;IP CODE _ 0"q JOB,LOCATION 1°
IiA
ARChIITECT Via_ ° 'y 4 DATE OF PLANS t "` JOB PHONE
We hereby submit specifications and estimates for: J
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. PCDlttrCt hire y�to'furnish material-and-labor_ complete in accordance with above specifications, for the sum of:
dollarsls )•
Payment to be made as follows:
All unpaid balances subject to 1.5%monthly interest fee.
All material is guaranteed to be as specified.All work to be completed in a workmanlike
manner according to standard practices.Any alteration or deviation from above specificatio s'' Authorized
involving extra costs will be executed only upon written orders,and will become ankeIxtra===^Sl9riature
charge over and above the estimate. All agreements contingent upon strikes, accidents
or delays beyond our control.Owner to carry fire,tornado and other necessary,insurance. Note:This proposal may be
Our workers are fully covered by
Workman's Compensation Insurance. withdrawn by Us if not accepted within days.
ZLCCP.ptance of (Contract—The above prices,specifications`' � a
and conditions are satisfactory and are hereby accepted. You are authorized Signat
to do the work as specified. Payment will be made as outlined above.
„Date of Acceptance: _ Signature
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Blorida Building Code Online Page 1 of 2
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� USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL161-R6
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived ❑
Product Manufacturer Custom Window Systems Inc.
Address/1314bne/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay 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 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext221
amonteverde@cws.cc
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the 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
2 Validation Checklist-Hardcopy Received
Certificate of Independence FL161 R6 COI EvalReoort176F.odf
i
Referenced Standard and Year(of Standard) Standard Year
ASTM E283 2004
ASTM E330 2002
ASTM E331 2009
Equivalence of Product Standards
Certified By
/11_.__:.]__L-_.7 J.___ ____./____/____ _____ �11 __.___fl.__.________!'1 TIT r A _ A to I n A
Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/26/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
161.1 Guardian Hinged Door Guardian Hinged Door w/Glazed Insert.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL161 R6 II CWS-176F.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure: +40/-40 Evaluation Reports
Other:Not for use in HVHZ. Primarily used with Screen FL161 R6 AE EvalReDOrt176F.Ddf
Rooms. Created by Independent Third Party:Yes
161.2 Guardian Hinged Door Guardian Hinged Door w/Solid Core.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL161 R6 II CWS-242E.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +40/-40 Evaluation Reports
Other: Not for use in HVHZ. Primarily used with Screen FL161 R6 AE EvalReport242E.pdf
Rooms. Created by Independent Third Party:Yes
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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 mall.If you have any questions,please contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the 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:
M
Credit Card
Safe
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PRIME DOOR - NON-IMPACT GENERAL NOTES:
(SHOWN w/ALUM.SINGLE HUNG) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURE D
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
37 JK' 3.CONFIGURATIONS:OUTSWING,LEFT OR RIGHT HINGED.
OVERALL WIDTH 4.DESIGN PRESSURE RATING: OOO ALUM.
36" -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GUARDIAN DOOR
UNIT WIDTH GLASS TABLES ASTM E-1300-04e01/09. NON-IMPACT
POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
35" INFILTRATION TEST PRESSURE AND GLASS TABLES
DOOR CORE ASTM E-1300-04e01/D9. Q Z ¢z 03
A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Z w w p ¢W O W
IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR w z O z Ir=Z�-
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O ¢O 3>.O of 3:m
ANCHOR CALCULATIONS. Z Z=2¢�w o o
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7 5/8" 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE U U U)�Z D.~U)D.
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HINGE(TYP.) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. z O C7 v -]O-
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7.ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT > Q�p w O=O z
4USED AT ALL FRAME JOINTS. ¢ 2¢ ~v F Zvi
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OVERALL
HEIGHT ``%%p01u1+n1 j
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60" I Lucas Ao'.*\'�CENg--..-k-
UNIT 51/z" Turner v�y,� No 58201 ••��'
HEIGHT 2017-09-15
1 15:13+20:00 9P% STATE OF 14U
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DOOR
CORE
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9/15/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
6 A�--J SHEET DESCRIPTION:
6
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS........1 ADE 09/08lOB
CONFIGURATIONS.................................2
SECTION VIEWS.....................................3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.:
ANCHOR SCHEDOULE NS&NOTES.............5 37-1/4"x 81 40 PSF NONE CWS-176 F
INSTALLATION DETAILS........................6
SCALE: SHEET
1:15 1 OF 6
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o co
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1 = f
15 12 19DD SW 44TH AVE.
OCALA,FLORIDA 34474
13
INTERIOR (� — WWW.CWS.CC
$ 1000 ALUM. ,
3a 35 °❑p ��a GUARDIAN DOOR
0 3 NON4MPACT
3
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16 7 LUCAS A.TURNER,P.E.
FL PE#58201
5 1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
3
...,,_._ SECTION VIEWS
W 6 {1193}
ALT.THRESHOLD{1186} ALT.THRESHOLD{1126} THRESHOLD DESCRIPTION MAX.POS.DP DRAWN BY: DATE:
SECTION VIEW A-A 1126 BUMPER THRESHOLD NONE AIDE 09/08/08
1186 STANDARD THRESHOLD 140
awn: REV.:
1193 SADDLE THRESHOLD NONE
CWS-176 F
ITEMS NOT SHOWN FOR CLARITY: NOTE:INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED SCALE:
9,11,17-19,24-26,31,36 WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. SHEET
1:2 3 OF 6
12 314"MAX O.C.(TYP.) �UU(Y I7 Fll jl
6"MAX.(TYP.) SEE NOTE 2 WINDOW SYSTEMS Il /I
6" MAX,(TYP,) 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
INSTALLATION
ANCHOR(TYP.)
1000 ALUM. ,
GUARDIAN DOOR
NON-IMPACT
17"
MAX.O.C.
�P.) r owo Uw00
INSTALL TWO#8 ANCHORS THRU w z 0 z Z
STRIKE PLATE AND DEADBOLT STRIKE 0 H w�z 0 W�m
INSTALL ONE#8 ANCHOR THRU PLATE INTO SUBSTRATE(TYP.) z O�o Q w w O 0
EACH HINGE INTO SUBSTRATE(TYP.) 0 0(n z D'I a
0 Z— z F- CD
Z 0zQc DU—
Q Z ZOLLU
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as F a Of
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WREW
ANCHOR LAYOUT ,�GZ�;,0NOENs'....
No 58201
pro: ;2e
t` .comp
NOTES:
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". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING ��..
SHIMS SHALL BECONSTRUCTED 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. 9/15/2017
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 FL PE#5B201
WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.
NORTH PORT,FL 34288
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 PH.941-380-1574
THE MINIMUM SPECIFIED IN TABLE 1,SHEET 6. SHEET DESCRIPTION:
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR SCHEDULE AND
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONTRY,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 AIDE 09/08/08
STRUCTURE.SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET S. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG a: REV.:
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-176 F
FMA/AAMA IOO(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET
1:20 5 OF 6
TYPICAL HEAD ANCHORAGE wagm•
WINDOW SYSTEMS
MIN.EMBEDMENT MIN.EDGE DIST. 1900 SW 44TH AVE.
SEE TABLE 1 SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS INTERIOR 1/4" MAX.SHIM W W W.CWS.CC
SEE TABLE 1
PERIMETER SEALANT HINGE/STRIKEPLATE HINGE/STRIKEPLATE 1000 ALUM.
BY INSTALLER MIN.EDGE SEE TABLEDIST. MIN.EMBEDMENT MIN.EDGE DISTANCE GUARDIAN DOOR
SEE TABLE 1 SEE TABLE 1
INSTALLATION ANCHOR NON-IMPACT
SEE TABLE 1
SEALANT BEHIND
FLANGE BY INSTALLER 1/4" MAX.SHIM MIN.EMBEDMENT a ? w o 0
HINGE/STRIKE PLATE SCREW SEE TABLE 1 O wo
SEE TABLE 1 w Zpz ��zF
a F-w 3 Zp-32x
Z Z2gQ�wpo
O 01-OVQ=F.D:
INTERIOR INSTALLATION ANCHOR SUBSTRATE BY OTHERS 0 O O 0 Z D_ a
SEE TABLE 1 SEE TABLE 1 z o-0-Z 01 j m co
SEALANT BEHIND PERIMETER SEALANT Q F- LL�o O tL Z
FLANGE BY INSTALLER BY INSTALLER <�0 w-Hz-o-
Q (n0- (A
t B HORIZONTAL SECTION w Ow W w U)O w in w
INSTALLATION ANCHOR m Z-a 0-'cn~
6 TYPICAL JAMB ANCHORAGE Q. _ w 0-co
SEE TABLE 1 SEAL OR SET IN o H I w w
CONCRETE OR MASONRY co
PERIMETER SEALANT ° o_
BY INSTALLER
° p a MIN.EMBEDMENT S-�GEjlSF�iQtiy
SUBSTRATE BY OTHERS ° p SEE TABLE 1 J:
SEE TABLE 1 i - No 58201
~MIN.EDGE DIST. 1
9% STATE OF .Vi:
SEE TABLE 1 i�T,N A140BtpP � J
/_A'*�VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
9/15/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
TABLE 1:APPROVED INSTALLATION FASTENERS SHEET DESCRIPTION:
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST.
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 1-1/8" INSTALLATION DETAILS
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1"
DRAWN BY: DATE:
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 112" AIDE 09/08/08
0.045"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF TAPPING/ FULL THREAD
0.045"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.046' 1/2 owD a: REv.:
NOTE:GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM CWS-176 F
HINGE AND STRIKE PLATE ANCHORS OOD SCREW 1-3/B" 7/8" ANCHORAGE AS SHOWN IN TABLE 1. scALE:
2XMIN. #8 W
SOUTHERN PINE(G=0.55) SHEET
1:2 6 OF 6
Florida Building Code Online Page 1 of 2
KORIOAMPARTMSM OF
t!
Business eProfes5ional • B
rr -
BCIS Home I Login I User Registration I Hot Topics I Submit Surcharge Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I ,Search i
Florido
Product Approval
USER:Public User
Eiwswui tituc�i
Product Approval Menu>Product or Application Search>Aoolication List>Application Detail
N. FL# FL17822-R3
nq
Application Type Affirmation
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Stephen Brooks
Address/Phone/Emall 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext255
sbrooks@cws.cc
Quality Assurance Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext291
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
Validation Checklist-Hardcopy Received
i
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2011
ASTM E1300 2004
Equivalence of Product Standards
Certified By
RJI affirm that there are no changes in the new Florida
Building Code which affect my product(s)and my product(s)
are in compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity C)Yes C)No ON/A
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt2ZOX6B2YIUoT1 E... 1/9/2018
Florida Building Code Online Page 2 of 2
FL17822 R3 COC 6thEdFBC-Fl-17822_pdf
Product Approval Method Method 1 Option A
Date Submitted 09/06/2017
Date Validated 09/06/2017
Date Pending FBC Approval
Date Approved 09/10/2017
Summary of Products
FL# Model,Number or Name Description
17822.1 SH-610 Vinyl Single Hung SH-610 Vinyl Single Hung,Non-Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17822 R3 C CAC CAR 138-1350.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/17/2019
Design Pressure:+35/-35 Installation Instructions
Other: Max,size 53 1/8"x 76",Fin, Flange, DP+/-35 PSF. FL17822 R3 II CWS-1099A(SH-610. NI DP35).pdf
Glass complies with ASTM E1300-04. Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party:Yes
Evaluation Reports
FL17822 R3 AE EvalRep CWS-1099A(SH-610.NI.
DP35). df
Created by Independent Third Party:Yes
17822.2 SH-610 Vinyl Single Hung,Non- Max.size 53 1/8"x 76",Fin, Flange, DP+/-35 PSF. Glass
Impact complies with ASTM E1300-04.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17822 R3 C CAC 138-1392CAR Ddf
Approved for use outside HVHZ:Yes FL17822 R3 C CAC 138-1393CAR Ddf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure: +35/-35 06/17/2020
Other: Installation Instructions
FL17822 R3 II CWS-1099C.Ddf
Verified By: Lucas Turner,PE FL PE 58201
Created by Independent Third Party:Yes
Evaluation Reports
FL17822 R3 AE EvalReport1099C.pdf
Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statemen ::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 mall 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 emalls provided may be used for official communication with the licensee.However email addresses are public record:If you do not wish to '
supply a personal address,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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https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt2ZOX6B2Y1 UoT 1 E... 1/9/2018
SINGLE HUNG-NON-IMPACT GENERALNOTES: � yj7�
(SHOWNW/DIFFERENT OPTIONS) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOWSYSTEMS
TOCOMPLYWITHTHE FLORIDABUILDWG CODE(FBC),CURRENT 1900SW44THAVE
EDITION. OCALA FLORIDA 34474
2.GLAZING OPTIONS:(SEE SHEET 2) W WWCWS.CC
3E% FLANGEWIDTH
FLANGE WIDTH -UNIT A STANDARD WITH+}'GLASS
64• -uNrr a STANDARD WITH J•cuss 610 PVC
MAXUNRWIDTH MAX UNITWIOTH 3.CONFIGURATIONS:'Ox. SINGLE HUNG
I9• 4.DESIGN PRESSURE RATING: NON-IMPACT ,
Z. GLASS DLD -NEGATNE DESIGN LOADS BASED ON,TESTED PRESSURE AND m H
GLASS DLO A GLASS TABLES ASTM E-1300-D4.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER m;B ui
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-13D0-04.
I / m ..
S.ANCHORAGE THE 33113%STRESS INCREASE HAS NOT BEEN USED in wY wY m
73k 771• 31�• IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 6.7 FOR ANCHOR
FLANGE FLAN E GLASS DLO DETAILS.WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR z Z
HEIGHT O HEIGHT B O B WOODANCHOR CALCULATIONS. o 3 O
c- m
6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE Z
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. a O It
/ 72'MAX 76- C 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM
/ I HEIGHT RU7wA.XT SEALANT USED AT FIXED MEETING RAIL AND JAMB. o p y
w
HEIGHT / 9 8.SERIES I MODEL DESIGNATION SH-010.
z❑
U m 6 2
c 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING:
FE X=OPERABLE SASH,O=FIXED SASH "gt�urr�rptr�
MAXS 10.SECTION CALLOUrS APPLY TO ALL ELEVATIONS IN A SIMILAR 4P'�-L SF•-•;Y:�
4i LOCATION.
MA F 36• 'v.••
/ HEIGHT 7 GLASS DLO No 59201 :A,
11,EXTERNAL WEEP SLOT=114 x 1-12'LOCATED S FROM BOTH
ENDS. %9; STATE OF
3 �O• A •�,`
GLASSLO E A C '_Q? �O R I
7 6 D Lucas A.Tumer +r�h�S�ONA
3 A 2016-08-05
MAX SASH WIDTH p
15:14-04:00
GLASS DLO 8/5/2015
�'�, LUCAS A.TURNER,P.E.
UNIT A 4e. FL PE#50201
MAX SASH WIDTH 1239 JABARA AVE.
NORTH PORT,FL34288
PH.941.380-1574
UNIT B SHEEr DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS MAX,UNIT DESIGN PRESSURE IMPACT Dw. e E:LEVATIONS
GENERAL NOTES 3 ELEVATIONS..._?GLAZING DETAILS._.._....._..............2 REINFORCEMENT
SIZE RATING RATING SJ8 06/27/16 SECTION VIEWS...._....................3 53-118"x 76" 2115 +/-35 PSF NONE DwGR. R W.
EXTRUSIONS&B.O.M.._._.._.,_._._.A 37"x 721. 2009/2115 +/-35 PSF NONE SDC�WS-1099 C
ANCHOR SCHEDULE S NOTES....._...5
INSTALLATION DETAILS_......_.___6.7 SHEET
.. .. .... ... .. .. .. ... 1:15
WIN aWSYSTEM6 J1
ISOOSW44THAVF I�.:/�
OCALA,FLORIDA 34474
WWW.CWS.CC
OVERALL
e'OVERALL E'OVERALL �•OVERALL
9 ANNEALED -'TEMPERED J•ANNEALEO 'TEMPERED 610 PVC
F AIR SPACE 'AIRSPACE 3 AIRSPACE FAIR SPACE SINGLE HUNG
'ANNEALED -'TEMPERED 8'ANNEALED •TEMPERED NON-IMPACT
SIKAFLEX552OR gPfRI
EX552DR
26 PURFECTGLA2E'H' 2B PURFEEXSS20RTGLAZE'Fi' 28 PURFEEX GLAZE ry W
PURFECT GLAZE'H' PURFECT GLAZE'H' N
o�a
'GLASS BRE E•GLASS BITESS BITE 'GLASS BITE m y y
W W m
0 3 O
w u1
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IN O
GLASS TYPE A GLASS TYPE G GLASS TYPE C GLASS TYPE D C m<0
OVERALL `"`NOREW I"'4i
GPS y\CENg`F G'�ti�
kANNEALEO 15"AIRSPACE ���• No 58201 •:Ai
}'ANNEALED C•G�
�'9• STATE OF26
SoU` FLEx S52OR
NOTE: L x72'UNIT SIZED PURFECi GL/iZEN SStONA
B'GLASS BITE
zz
--—— 815/2016
LUCAS A.TURNER,P.E.
FL PE N 58201
1239 JAGARA AVE.
NORTH PORT,FL34288
PH.941380.1574
SHE DESCRIPMM'
GLAZING DETAILS
GLASS TYPE E
DMM Br: I...
SJS 06127/16
GWG$: HEY.:
CWS-1099 C
s�ALe SHEET
1:1 20F7
[NTERIOR
13°r37 �'✓!ttSYSTEM5
1900 SW 44TH AVE
2 14 4 9 2 OCALA,FLOFU12A 34474
WWW.CWS.CC
° 610 PVG
SINGLE HUNG
o NONdMPACT
rr,R
SECTION B-B m
u1
NOTE LEFT SIDE SHOWS FIXED SECTION VIEW, _
RIGHTSIDE SHOWS SASH SECTION VIEW. w D
rn
0Z'
*121
II II N t9i r tr
�I
lrJ WITHOUT2115REINFORCEMENTz
pI SEE CHART PAGE 1 n n �1+� "'..hn I L I I � <2115REINFORCEMEN7 �CHART PAGE 1 uU
11 if
81512016
7
t _ LUCAS A.TURNER,P.E.
1s 4p SECTION D-D FL PE#58201
i t 41 DEEP POCKET UNI-FRAME 1239 JABARA AVE.
NORTH PORT,FL 34288
3 2 PH.941-WO.1574
sneerasscwPriav: �
P p
Io
o I SECTION VIEWS
SECTIONA-A SECTION C-C F1:2
ALTERNATE HD MEETING RAIL NOTES: 06127/16
ANDUNI-FRAME FIN FRAMEAVAILABLE FOR BOTH UNI•FRAMEAND STANDARD FRAME TYPES.880 BALANCERS AND DEEP POCKET UNI-FRAME C(H-6193)REQUIRED FOR LARGER SASHES.(NOT SHEET
NOTE:ITEMS NOT SHOWN FOR CLARITY:30.41 SHOWN IN SECTION B p) 3 OF 7
HEM PART iDEsciumm MATERIAL VENDOR 37R' FRAME CORNER CONSTRUCTION /Jq
L H-612S HEAD OUrERFRMAE PVC ATN 37116, {t�THIJfJSL)i1Y
2 H-6125 JAMBS,OLIFERFRAME PVC ATN 3 WINDOWSYSTEMS
3 114126 SILL,OIITERFRAME PVC ATN EI 1 2
4 H46132 SASH SIDERML PVC ATN U 21116,V 2y8' WW`N.0 S.C3 E
OCALA,FLORIDA 34474
S H-6236 SASH BOTTOM PAL PVC ATN SIt6' ftt6' �W'�S'�
6 W6237 R%ED MEETNG RAIL PVC ATN 39N6' L
7 H-6139 SASHTOP RAIL PVC ATN o- 5.6141 GLAZING BEAD PV[ ATNCORNER WELO(ALLSIDE9) 610 PVC
9 S-6142 SASH STOP PVC ATN vis, SINGLE HUNG
10 S-6143 SCREEN ADAPTOR PVC ATN
11 P-5095 WSTP OLONBULBVINYL AMESBURY Dom, NON-IMPACT
12 P-5096 WSTP OLON BULBMNYL AMESBURY PVC FRAME HEAD&JAMB
13 BALANRS•CONSTANT FORCE RT562 CALDWELL H•6125 PVC FRAME SILL INTERLOCK
CE 'a m
14 P-5392 SASHTILTIATCH NYLON CALDWELL H-6226 5-20D! EEtvv. 21 ••
15 P-5393 PIVOT CARRIER NYLON CAtDNEU. 51i5` 5/18` 1 ye• 3/4` o o O
16 P-5306 PIVOT DAR SS CALDWELL e ss
17 P-3515NB N 5/BPHILFIATWHITESMS STEEL FASTENN. 15/16' OW` 61B" 711810 FIXED MEETING RAIL f7J W W m
18 P-4146N8%3 M1PHILF1ATtek SLEEL F]57ENAL J- SCREWEDTOGE7HER WITH
19 P•3028SEMNG BLOCK RUBBER FRANK LOWE 1.074' OUTERBPAIAE o co
20 S-2001 INTERLOCK RAIL ALUM ASCEND PVC GLAZING BEAD PVC SASH STOP PVC SCREEN ADAPTOR �+
21 H-2115 REINF HD FMR AWM KEYMAAK S-6141 5-6142 S-6143 u�l w m N
22 S-2009REINFTOP RAIL ALUM ASCEND r- a-
)r7571/6' 06U
23 P-5358 LOCKS NYLON IAWRENCE 57ff8" 21JW'
24 P-5389 KEEPERS NYLON IAWRENCE 4 6 T p t7
25 P-5420 WEEP COVER NYLON M&M �}I 5 TIt--
26 HOTMELT SIUCONE TRUSEAL 1]l16• u 1]/1fi• � 1 7/7E. 17/IG
27 P-3305 WSTP..270 X 187,SOFTTCUCH FIN ULTRAFAB I SI78' �� 7116' I2B P-S425 WSTP.200X5 8"X5 8•DUSTPLUG ULTRAFAS ••SI-- -5--• 0 m 6 0
29 P-5S90 HOLE PLUG NOON PVC SIDE RAIL PVC SASH BTM RAIL PVC SASH FMR PVC SASH TOP RAIL T gnvuup,
30 GLASS SEESHEET2 H-6132 H-6136 H-6137 H-6138 SA�NDREW q
31 P4638 NB%2.3 PHILTRUSS Lek STEEL FASTENAL
32 P-3218SCREENFRAME ALUM FEASCREEN 9176' �73ti6'-{ :vUP•:y\CEN,g'.- +
33 P-47S4 SCREEN CORNER KEY NYLON FIASCRE£N f N. 56201 �.9p
34 E-3029 SCREEN UFTS DADA •*: * kC
35 P-3029 SCREEN HFTS SUMMIT
36 P-3033 SCREENSPRINGS FLASCREEN t/16' 73'. STATE OF
37 BALANCERS-CONSTANT FORCERT880 REINF.TOP RAIL i�fi•'.'Yt 0- 2�
38 H.6157HDFIXEOMEERNGRAIt PVC
VISION
5-2069 ,'r�Ss�O.R:"aGp
39 H-6193 Uw-FRAME 880 BAlAIVCERS PVC VISION „�pNA Is%,
40 5.6216 Uw•FRAMESILL POCK ET INSERT PVC VISION 37116' 411/16' yy
71 S-6217 UM-FRAME SCREEN RETAINER PVL VISION f�
7 73n6•--� t sJte-i 81512016
39
21/1 S. 4B zIre' t LUCAS A.TURNER,P.E.
58201
'116' 111B' 1/16' 0 1y16' FLPE#
tn6' t239 JPBARAARAAVE.
39176• iH6' L NORTH PORT,FL 34288
PVC SILL POCKET INSERT REINF.HO FMR PH.941-380.1574
u 5-6216 PVC HD FMR H-2115 SHEET DESCRIPTION:H-6157 6005A-T5
h-r Bon4 AND ExTFtus)oNs
PVC FRAME L ' 1H6' DRAv✓ : OA Y L:
H-6193 7116' SJB 08127/16
UwGt. R V:
PVC SCREEN RETAINER CWS-1099 C
LINE ITEMS NOT USED: S-6217
25,29.30 NOTE:ALL EXTRUSIONS ARE ALUM.6063-T6 UNLESS OTHERWISE NOTED. 6 SHEET
1:2 40177
• e '
M
WINDOW SYSTEMSS
ANCHOR®MIDSPAN 1900 SW 44TH AVE
E MAX C".)- 4•MAX(TYP.) I}T MAX.D.C.(TYPJ OCALA FLORIDA 34474
6'MAX(TYP.) SEENOTE2 4'MAX(T/P.) I I I SEENOTE2 WWWCWS.CC
610 PVC
SINGLE HUNG
41
M'AX.D.C. B• NON-IMPACT
MAX 0.C.
L O mm.) O �m
N N b
O p
rr THROUOHFPtAME
ANCHORSRE9D
9 / LMGRAIL / ONWINDOWWIDTHS W W m
AffG RWL OVER 37'
T / _� rn
z
3-pYP.) 3 p
O a V)
it
X INSTALLATION 12 LL
ANCHORS(TYP.) 8 U
oo3rn
4 on 4 i s�=o
U m¢2
ANLNOSUILLANCHORSRER LAYOUT WIREOG� ANCHOR LAYOUT-(FIN)
• `�� No 58201 •;�A$
%91. STATE OF :tub
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 11.11 ISO
���isS/p' ElA••
2.SHIM AS REQAT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX.ALLOWABLE SHIM STACK TO BE 114°.USE SHIMS WHERE SPACE GREATER THAN 1116•IS PRESENT.LOAD BEARING SHIMS SHALL BE yZ
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOTALLOWED. f
3.ANCHORTYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 8/5/2016
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 PEW 58201
BE PROTECTED TO PREVENT REACTION. 1239JABARAAVE.
NORTH PORT,FL 34288
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 PH.941-380.1574
SPECIFIED IN TABLE I,SHEET 6. SHEET CESCRPTIOM
E.ANCHOR EMBEDMENTTO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETEJCMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X SUCKS ARE ANCHOR SCHEDULE AND
OPTIONAL NOTES
OFNW4l0: A
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1'FOR WOOD AND METAL. SJB 06127/16
B.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 DW . rS�H
SUBSTRATES SHALL MEETTHE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY N'OT BE CRACKED. CWS-1099qE5
B.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCEOFINSTALLATIONSHALL BE DONE BY OTHEFLSFOLLOWINGTHECURRENTVERSIONOFTHEREFERENCEDOCUMENTS:MAIAAM 00 W NOOWS A MA20 GENOWS AIWOMA 260 BOX DONS MA/AAMANVO 300E RIORDOOS
MIN.EMBEOMENT SUBSTRATE
7YPICAI.HEAD ANCHORAGE SEE TABLET BYOTHERS W\1151YE]1lYU!/SYSTEMSINDOW
MIN.EDGE 015T.
114'MAX SHIM SEE TABLET MIN.EOGEDIST. SUBSTRATE
SEETABLEI SEE TABLEI BY OTHERS 1900 SW44TH AVE
SUBSTRATE BY OTHERS SEETABLEI WWWW.W3CC0A 34474
114'MAX SNIM
SEE TABLE 1 L� MIN.EDGE DIST.
SEE TABLE 1
PERIMETER SEALANT SEETABLE EMBEDMENT INSTALLATION ANCHOR 610 PVC.
BY I NSIOEAN OUT SEETAeLE1 SINGLE HUNG
MIN.EMBEOMENT
SEALANTSEHIND SEE TABLE I NON-IMPACT
FLANGE BY INSTALLER 1/4•MAX SHIM
live PERIMETER SEALANT r
PERIMETER SEALANT � BY INSTALLER
_�-
BY INSTALLER INSIDEAND OUT
INSIDEANDOUT INSTALLATION ANCHOR m gXg X
SEALANT BEHIND BEE TABLET L'n I-B w m
FLANGE BY INSTALLER SEALANT BEHIND 1n
INSTALLATION ANCHOR FIN BY INSTALLER o J Z
SEE TABLE ��HOR120NTAL SECTION t_�HORIZONTALSECTICN 3 O_
B TYPICAL JAMB ANCHORAGE B TYPICAL FIN ANCHORAGE m H N
HEAD AND SILL SIMILAR FOR FIN INSTALLATION e b Z
CONTINUOUS DBL 114'BEAD OF SEALANT NOTE:ADDITIONAL THRLI•FRAME ANCHORS AS a is O
AROUND PERIMETER OALL INDICATED SHOWN IN OET.BIB REOD AT MTG RAIL FOR UNIT
B It
INSTALLER w O.
yINTSBETWEEN FRAME AND SUBSTRATE WIDTHS OVER 37•.SEE SHEET 5 ANCHOR LAYOUT. a U BY
m 22 W
�Z O
SEALANTBEHIND 1/4'MAX SHIM U m Q O
q Z
FLANGE BY INSTALLER
PERIMETERSEALkNT
BY STALLER ? IN 58201
INSIDE AND OUT
SUBSTRATE BY OTHERSrM
-* �•' :*
SEETABLEI /_A, VERTICALSECNON F9; STATE OF .�4U
S TYPICAL SILL ANCHORAG •4UZ
NO SILL ANCHORS REQUIRED 'F•l ORIQ.•���:�,
•��SS/,DNA L ENS
'—'--'—'--------�...__.�__ ...._..._. ... _... _ ...__ EJ �Z
i TABLE I:APPROVED INSTALLATION FASTENERS
FRAMETYPE SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 8/5/2016
FLANGE CONCRETE(20 KSI MIN.) 3116"ITW TAPCON 1" 1-1/8" Q LUCAS A.TURNER,P.E.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCP MIN.) 3116"ITW TAPCON 1" Z' FL PE4 56201
FLANGE CONCRETE(2.85 KSI MIN.) 3116'ELCO ULTRACON 1• 1„ PERIMETER SEALANT 1239 JABARAAVE.
BY INSTALLER NORTH PORT,FL 34288
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/19'ELCO ULTRACON 1-114" 2-1/Z' INSIDE AND CUT PH.941.380-1574
3116"11W TAPCON ��HORIZONTAL SECTION
HE FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 1.318, 719' B BOX FRAME INSTALLATION SET DESCFBPTIM:
OR ELCO ULTRACON SIMILAR FOR SILLAND JAMBS FOR BO%INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(0=0.55) #10 WOOD SCREW 1-3/6" "1'. INSTALLATION DETAILS
10 GAUGE(0.06T)MIN.STEEL STUD 910-16 HILT[KWIK-FLEXOR ITW FULLTHREAD
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.06P' 7/16 FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, oRAw er: 1E:
UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
VS"ALUM.(6063-TS MIN.)OR #10 GRADE 5 SELF TAPPING/ FULL THREAD SJB 06127/16
FLANGE 116"STEEL(33 KSI MIN.) DR WNG SCREW THRU 0.125' 7/16" -MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED 0- R
FW 2X MIN.SOUTHERN PINE(G=0.55) 1#10 WOOD SCREW 1-1/2" UZ' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-1099 C
-PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 6c SHEET
NOTE:U NI-FRAME OPTIONS NOT SHOWN SHOWN FOR FLANGE WINDOWS. 1:2 6 OF 7
1'MIN.EMBEDMENT 77nY SYS
1!4'MAXSHIM V V-INS4{'CDO1(fW iSYSTEMS
1SDOSW44THAVE
TYPICAL HEAD ANCHORAGE •.o :n°Q• V MIN.EDGE DIST. O��FLORIDA
LORI A3447d
INSTALLATION ANCHOR
3/10-ELCOULTRACON •n�o o•
n'
1'MIN.EOOEOIST. n° ° 610 PVC
D •D p •r O " `o• o SINGLE HUNG
SOLO CONCRETE •p •D •p D °'D • CONTINUOUS OBL I/4'BEAO OF e
SUBSTRATE BY OTHERS De p•p• sp° ° D D'p 3EAUWTAROUND PERIMETER �•e•n NON-IMPACT
SEETABLE I,SHT6 • Dpp, C - li AT ALL WOICATEO POWTS BETWEEN °
D.• D THE FRAME AND SUBSTRATE BYINSTALLER ��� ��p`• m m
PERIMETERSEALANT D•••D D•pe I 1'MIN I FOMENT n> G `~
BYWSTALLER s D SEALANTBEHIND FLANGE
INSIDEAND OUi p• SEALANT
�e• o
PERIMETERSEALANTBYINSTALLER
SEALANT BEHIND FLANGE Ztl4'MAX SHIM INSIDE AND OUT SOLID CONCRETE W W m
BY INSTALLER SUBSTRATE BY OTHERS m
' SEETABLEI,SHT6 z
HORQONiALSECTION y ; O
❑ 7 TIPICALJAMB PNCHORAGE R p y (A
INSTALLATION ANCHOR S •�Z�yj
3/16-ELCOULTRACON a a O cr
CONTINUOUSOBLI/4'SEADOFSEALANT y O
AROUND PERIMETER®ALL INDICATED O
PO
BETWEEN THE FRAME AND SUBSTRATE 8 ¢p 22 y
BYWSTALLER a Z O
114'MAX SHIM V MIN.EMBEDMENT O m<z
BYINSTSEALAN LEHINO FLANGE o 1yDREfff ♦�
BY INSTALLER �1/4'MN(SHIM • I`4TT W qf•
PERIME7ERSEALANT • 5 P;•••••••,••.TG�p�4
BY IN TALLER
• v T n 1 MIN.EDGE GIST.
INSIOEANOOUi o °D.>D. I INSTALLATIONANCHOR n -
�v' No SS201
.� •� oD 9 vD 3/16'ELCO ULTRACON •n•-• GE 015T. i'1 •%Y'',�
EXTERIOR FINISH �•• ° 1F
BY OTHERS D. e6 [] ••�° '•n I y9a:STATE OF
SOLID CONCRETE oD o LONTWUOUS OBL 1/d'BEAOOF �•n• CpR(OA'����
SUBSTRATE
EETABLEI SKT6 ERS D°P op - D D eD ^ •P AT ALLSEANDICATED POINTS BETWEEN ao o •TAROUND PERIMETER �� �''ss�oE�:a��
D THE FRAME AND SUBSTRATE BY INSTALLER ffffftt.l•IITII
VERTICAL SECTION
•°
7 TYPIOALSILLANCHORAGE
NO SRLANCHORS REQUIRED ��o' 8/5/2016
LUCAS A.TURNER,P.E.
SEALANTSEHIND FLANGE SOLID CONCRETE FL PE#58201
BYWSTALLER SUBSTRATE BY OTHERS 1239 JABARA AVE.
SEETASLEI,SHT6 NORTH PORT,FL 34288
PERIMETER SEALANT
BYINSTALLER WOOD SUPPORT BY OTHERS PH.941.380-1574
INSIDE AND OUT SHEET DESCRIPTION:
�1 HORIZONTAL SECTION INSTALLATION DETAILS
POURED WALL
7 TYPICALJAMS ANCHORAGE-WOOD SUPPORTS
HEAD AND SILLSIMILAR(NO SD.LANCHORS) aAAWN DATE:
SJB 06127/16
OWGR R -
NOTE:INSTALLATION ON THIS SHEETARE FOR SOLID POURED WALLS USED CWS-1099 C
SPECIFICALLY IN THE VILLAGES,FL OR FOR SIMILAR SOLID POURED scAlE: SHEET
NOTE U NI•FRAME OPTIONS NOT SHOWN WALL INSTALLATIONS.
Q44 ai Z
FBC Plans I IIIIII IIIIf IIIII IIIII IiIII IIIII IIIII IIIII IIIII IIIII IIII IIII
FloA. &Engineering
Building 6272AbbottStationDr.
lMd 101
Cade ZeFt"Ift,FL 33642
Permit No, Parcel ID No
�7 / NOTICE OF COMMENCEMENT
State of T/dr1GY I 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. Desciption of Property: Parcel Identification No. 3J:,,n2 S'3�••��-aria -a/aaab-Q o
Street Address: 7�S1) /T��I�iP�4�C f�/'. C.'P,>0/E•1,tli.iL`S. �L• ,31•r�sy C�
2. General Description of Improvement ZyD11 r/vet r 2d'sIL&s SC r ew renu, o 9 0 Af-459-A
Rept:1986812 Ree: 10.00 j
3. Owner Information or Lessee information if the Lessee contracted for the Improvement:_ DS: 0.00 IT: 0.00
rr`a°U Lolc�S 08/31/2018 J. R., DpLy Clerk
—7/sD j�l r S 4`f>°/I r. 2� �`l�� �c 3&ry o
Address —� City State
Interest in Property:
Name of Fee Simple Titleholder.
(If different from Owner listed above)
Address �(1 S City State
4. Contractor. 1/.u�
ame
5 . l0/S�i /ter /Gi�Q Pnlw� rAs R—U3 i v
Address ryJ7 City State
Contractor's Telephone No.: 9/3- 7 88` 736 /'PAULF S.0'NEIL,Ph.D.PASCO CLERK 6 COMPTROLLER'
5. Surety.
08OR18K 19 i81m PG 2618
Name
Address City State
Amount of Bond: $ Telephone No.: Q I.- W
Name
0 Z U
6. Lender. O (� � LL C,) .J U
Address City Slate Q O 5 O J I }
O
U ILLI F
Lender's Telephone No.: CL O Z Q CN X
0 J.— F- o
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by JULW Z n Q
Section 713.13(1)(a)(7),Florida Statutes: ® 0 2 _1
>- LL1 oQ 0
Name LL Ix
Z =0 0 fi
= >- Q y
Address City State O a W Y
of
Telephone Number of Designated Person: V= 0 0 _
QF- I.— Q
8. In addition to himself,the owner designates of_ ® >-w 0 LL. (�
to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b),Florida Statutes. 7X �� Z) Z 0 _J
Telephone Number of Person or Entity Designated by Owner. ® 0� X U- Q } W
Lv00� oZ
9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the r �
contractor,but will be one year from the date of recording unless a different date is specified): C) O
WARNING TO OWNER; CUO
ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT Uj fn Q J `•
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN 1.. — IlJ
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE 0 UL
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT fk- _ Z 0
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF CI MMENCEMENT.
Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the fads stated therein are true to the best
of my knowledge and belief.
STATE OF FLORIDA
COUNTY OF PASCO
Signature of 9fter or Lessee,or Owner's or Lessee's Authorized
Officer/Director/Partner/Manager
0/0Aj 14�42.5 a > ( e
e,
' - -- - '"Signelory'sTitle/Office /-----•._.. --•-'--`--- -._-_...._�_.-. - • ,���,,,��;.Lq �
to 1116
The foregoing Instrument was acknowledged before me this _ day of -,20%l by
as J (type of authority,e.g.,officer,trustee,attorney In fact)for
(name f party on behalf of whom ln�ee �was}executed).
Personally Known[]Qg PmduoedjdentificaUon5d Notary Signal
Type of Identification Produced G 1 Name(Print) ti5/1i/luE.� x
,;'L a,• SMRDEN K DEL COTTO
rra Notify Public•Stdcal Flor(da
•�: Conimis tom I FF W511
• W.COgYI.figlrM hl1•II�,201H .
t16111 �6 pQi .
wpdata/bcs/noUcecommencemenlycOS3048