112 London Fog Way; 17-2944; WINDOWSJob Addrcfss:
fl
CITY OF SANFORDV- 'e1 BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 9,266
2 LONDON FOG WAY. SANFORD, FL 32771 Historic District: Yes No
Parcel 11): 33-19-30-513-0000-0270
Type of Work: New Addition Alteration
Residential Sf Commercial
Repair S( Demo Change of Use Move
Description of Work: REPLACE 9 WINDOWS W/NON-IMPACT. SIZE FOR SIZE.
Plan Review Contact Person: LINA Title: PERMIT MANAGER
Phone: 954-7924415x243 Fax: 407-4728380 Email: permits@fhaproducts.com
Property Owner Information
Name SAWYER, TAYLOR & PAMELA Phone: D • •-53
Street: 112 LONDON FOG WAY Resident of property? : OWNER
City, State Zip: SANFORD, FL 32771
Contractor Information
Name FLORIDA HOME -IMPROVEMENT ASSOC. Phone: 954-7924415
Street: 3044 SW 42 ST_ Fax: 407-4728380
City, State Zip: HOLLYWOOD, FL. 33312 State License No.: CGC061890
Architect/Engineer Information
Name: N/A
Street: N/A
City, St, Zip: N/A
Bonding Company
Address: N/A
N/A
Phone: N/A
Fax: N/A
E-mail: N/A
Mortgage Lender: N/A \
Address: N/A
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5`h Edition (2014) Florida Building Code
Revised: June 30, 2015 Pennit Application
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 permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to -calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will.be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
ql /l
Signatof Owner/gent Date
Print wrier/Aseat:s Name
Signature of Nft u}--5tate f Florida `e`p70
Apt\NA MAPS 5ake °t FA955a
CA aty Pob # GG 0 2p20
PPS"P"i,..NDS. on ec23,
Z Commt EypUes Ga\MallhNauo
Owner/Agent is•- o1 a _ Me or
Produced ID •''n;OI- o-f'
D ( `[ I-ZI I Signature
o Co r/A ent Date L)
c,- Q , -V - b,) -,--k t4- Print
Contra r/Aeent's Name S
idtv w7tary-State of Florida Date n,,
CA;701i MARTINEZ-COLLT r
P° •; Ndiaty Public - State dt Florida Commission #
GG 024855 Contractor/
c mpip9ggl IR c „Oec-23, 2020 JostoaProduced
I ''%°' T BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Mechanical Plumbing Gas Roof Construction
Type: Total
Sq Ft of Bldg: Occupancy
Use: Min.
Occupancy Load: New
Construction: Electric - # of Amps Fire
Sprinkler Permit: Yes No APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
of
Heads UTILITIES:
FIRE:
Flood
Zone: of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: Yes No WASTE
WATER: or
BUILDING:
ISF V - 9 - t 7 Revised:
June 30, 2015 Pennit Application
SCPA Parcel View: 33-19-30-513-0000-0270 http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=3319305130...
Property Record Card
CFA
WE''
Parcel: 33-19-30-513-0000-0270
Owner: SAWYER, TAYLOR & PAMELA
sProperty
Address: 112 LONDON FOG WAY SANFORD, FL 32771-7760 Parcel
Information Value Summary Parcel
33-19-30-513-0000-0270 Owner
SAWYER, TAYLOR & PAMELA Property
Address 112 LONDON FOG WAY SANFORD, FL 32771-7760 Mailing
112 LONDON FOG WAY SANFORD, FL 32771-7760 Subdivision
Name MAYFAIR OAKS 331930513 Tax
District S1-SANFORD DOR
Use Code 01-SINGLE FAMILY Exemptions
00-HOMESTEAD(2012) M
z 200
6/ i.
r N
3
N 109.33 0
Legal
Description LOT
27 -- ----- -- MAYFAIR
OAKS PB
50 PGS 38 THRU 41 Seminole
County GIS 2017
Working 2016 Certified Values
Values Valuation
Method Cost/Market Cost/Market Number
of Buildings 1 1 Depreciated
Bldg Value I $163,030 133,886 Depreciated
EXFT Value Land
Value (Market) 38,000 a
201,
030 32,
000 Land
Value Ag 165,
886 Just/MarketValue'" Portability
Adj 71,
368 j-----
1 — -- -- -
38,891 SaveOurHomesAdjAmendment
1 Adj 0 P&
G Adj - - 0 - 0 Assessed
Value 129,662 1 $126,995 Tax
Amount without SOH: $2,511.00 2016
Tax Bill Amount $1,732.00 Tax
Estimator Save
Our Homes Savings: $779.00 TRIM
Notice Help Does
NOT INCLUDE Non Ad Valorem Assessments Assessment
Value Exempt Values Taxable Value 129,
662 50,000 79,662 129,
662 25,000 104,662 129,
662 50,000 79,662 129,
662 ; 50,000 79,662 129,
662 -- --- - 50,0001 Sales
J Description
Date Book Page Amount Qualified Vac/Imp WARRANTY
DEED 8/1/2017 08972 1751 $240 000 Yes Improved WARRANTY
DEED 8/1/2010 07439 0830 i $164 000 Yes Improved WARRANTY
DEED 5/1/1997 03249 0440 $109,600 Yes Improved Find
Comparable Sales Land
Method
Frontage Depth Units Units Price Land Value LOT
1LOT ; 38,000.00$38,000 Building
Information Is
Bed/Bath count incorrect? Click Here. I
Description Year
Built Fixtures
Bed Bath Base Area I Total SF Living SF Ext Wall Adj Value Repl Value Appendages Actual/
Effective 1
of 2 9/18/2017, 12:07 PM
Florida Korm knprovemwA Asgoddge
Uce"D NO. I:= 05100e I QMMB
3044 SW 42nd St Ft Lauderdale, FL 33312
Job#- q129?!t
Name: -1
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zamew, HOME
1101PRIMMawr
AS.-NOUS
Replacement Windows Contract
This Contract Is made and entered Into thisji_: - - day of S6,61 . 20jjbyand betwL—FMft a
Florida corporation ('Contrattor' or'FHA), and owner(s) named above of the residence located at the a Dd&.
tft a?-4rbml amwod
ut 95M702.4415 Ml&
ppi OVA" tat:0-M ; 35,440 PaimeaschTak
581-241-MW jacksoMM1011,
004-7014415 FW
OU-M-21 M Wabgft:
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DMOFMAPROMICTS=M tw.
phone: Inc,
The
Wo . Contractor allm to perform the work described below: ok*cdm am vkmvod from the IrMlIft- 11
Remove existing units to be replaced.(NOTE* Removed items are likely to be damaged.) on saaq Shm dom Actin wid Fbwd 2)
Prepare openinIlis as necessary to recehre replacement unft. Panob are kiwMillaL ON C"601-12 3)
WINDOWS: FHA Err W Storm S. W.I. Mny! l."ted &W jkWe Foond deeps dw h1rV IS ldffaw
ftft ft" and Laft Mnc& Inatall -
Aluminum Insulated, Aluminum Non4nsulatad On Daubh4Vench Dows the "w* 41
Docur_FHAEwW Slorm Sam_ Altinilnum.insulalmd, _ AluminLqn Non4mIlated Impad.
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06Y sr- CV/11 Tc INITIAL HERE W. "
Ar. Manufacturer's Warrarst rsenCu)Ala rthkV47"t; S)
Work NOrto be raplaced-i'fhr, 44-MIt P"W4 INJTJALHER9 20 6)
IfapPlIcable, removing_shutter panek and/or— se I
a -
Ift.bam INITIAL HERE-) 7)
Special Instructions: 9)
if r,
6to
obta !qpmpvrpemr0t&pi1or tp,commancementof any work ishall,
beautomatkall , V.cancelied.44-,;` No
finish work other than nor. I Instafttion Is to be dam unless noted bblowj Additional
Wo&- SchecLu :
Contractor shall commence the work within'42days 0ter execud. of the ConUact (the "COMMeaftment Datefend'shal) endeavor to complete
all Work hereunder wlthln-days after the Commencement Date. The
TOTAL PRICE for all Labor and Materials (including any applicable discourvit) Is $ .00 Down
Payment .06 (If applkable) Contractor
will provide to Owner a Final Walver and Reftme of Lien and.Contrsctoes FkW Affidavit to Own substantially slindar Co the forms included
in 0
t
r
N 01= (20051
and
relot d is Wtim
tD thelOwner, Wi6nft it teft obakwd by owner. fteAd=&wuenW1.
Wank. b).You
ate entitled icacopy ofthe contract atdwdmyou sign: KOWittDpim"ywkOrunts, c).Thefinandaldocumuds —1-1tothisimin Mpolah—
coMact am" a HN Orcd—&@-- a ftn Vaur P GM tv diatcauki be fmed*sed an IF vou do not
M. Be sure you uridowimul all proWsbas aithe awdract and ftandal d—w-ft be" you sigp the the Miscellaneous; ' This contract
contains theentirecontractofepartles. It In not be changed oranyr but only by. a signed change order or other written amendment The waiver by
any party of a breach' ofrany provision of this contract shall not operat:aor be construed as a waiver of any subsequent breach by any Party. IN
WITNESS WHEREOF, the Parties hereto,
have executed this coptract.,under seal, as ofthediav and year first above written. You the Buyer may caneall OfttranucUM
at any prWt6n*1ntght6n the MM lkalism day,stilairtilhe dais of ihleltrir+saciton. See tine attached natke of cencelkitlon
form for an eixpkinatlm of thee tight. o. - PMe, -4yc/ contractor FHA By.
S tore o w (mime
a
Tftier 7) nature of Owner) Date Home
givners
Aubdadon Abme. &y (WASF
ft one#.- 3JX7 YES NO adidim Nome- cg
THIS INSTRUMENT PREPARED BY:
Name: BARBARA ESPARZA
Address: FLORIDA HOME IMPROVEMENT ASSOC.
8034 SUNPORT DR. #401. ORLANDO, FL. 328
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number:
Gf:rI t-VILO `s SE111NOLE CO Jhd'f t t_
Lr-."RK OF CI'RC JI1' COURT h C:ONF'TROLLER CLERK'
S 4 2017099921 RECORDED
11 E/ 5/22017 139:41-" 4v fV-1 RE(':
ORDIK FEES $11:.00 RECORDED
BY hdavore Parcel
ID Number: 33-19-30-513-0000-0270 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. DESCRIPTION
OF PROPERTY: (Legal description of the property and street address if available) LOT
27 MAYFAIR OAKS PB 50 PIGS 38 THRU 41 112
LONDON FOG WAY SANFORD, FL 32771 GENERAL
DESCRIPTION OF IMPROVEMENT: WINDOWS
OWNER
INFORMATION: Name:
SAWYER, TAYLOR & PAMELA Address:
112 LONDON FOG WAY SANFORD, FL 32771 Fee
Simple Title Holder (if other than owner) Name: n/a Address:
n/a CONTRACTOR:
Name:
FLORIDA HOME IMPROVEMENT ASSOC. Address:
3044 SW 42 ST. HOLLYWOOD, FL. 33312 Persons
within the State of Florida Designated by Owner upon whom notice or other documents may be served as
provided by Section 713.13(1)(b), Florida Statutes. Name:
n/a Address:
n/a In
addition to himself, Owner Designates n/a of To
receive a copy of the Lienor's Notice as Provided in Section
713.13(1)(b), Florida Statutes. Expiration
Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different
date is specified) WARNING
TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA
STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.
IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under
penalties oPo jury-, i-declare that I have read the foregoing and that the facts stated in it are true to
the best of ledge-ond belief: LJ"
setw,411:1 Owner'
s Signature Owner s Printed Name Florida ): "
The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." I---
yState
of -1 County ofSEMA V,16(-[ The
foregoing instrument was acknowledged before me this day of by
OR
who has pr
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: jo /
I hereby name and appoint: LUIS COLLAZO 1&Si-t--4q Abu?f-A
an agent o£ FLORIDA HOME IMPROVEMENT ASSOC.
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific permit and application for work located at:
112 LONDON FOG WAY. SANFORD FL 32771
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name: WAYNE T. BURNETT
State License Number:
Signature of License E
STATE OF FLORIDA
COUNTY OF c
The foregoing instrument was acknowledged before me this day of,
200 jam, by WAYNE T. BURNETT who Tonally known
to me or who has produced as
identification and who did (did not) take an o
Sign (
Notary Seal) `.t lc)-A (\
Pto Print or type name
G a
PMp
S`N ` o F og5
P410111
01
08.12)
Notary Public - State of
Commission No. 2 S
My Commission Expires:
R1EQUMED INSPECTION SEQUENCE
I$7P# I'l - zq ,-r ,-{ Address:
lI$UILIDING PERMIT
Min Max .. InS ection DescrIl tion
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
ELECTRICAL FERMIT
min Max Any eetion DeserA tion
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
min Max Inspection Descrn tion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
IIIIspi, II'P III Description
Mechanical RoughMechanicalFinal
r'I.
i i' . 1Gr..J(;'4f v1L.7...
5,, j'(; 1 i.: i'.iJ( .i'.n C°:; {.i' J'. yA. Y i ~•L. i..9.. • t . /t T1:
L•:#a'1 1...cY"w"+''71?!L'J a' J}t<; :5.^.St._.:. r-'!'.y ,•4,o ;•a:: 'c
IIII I\ III I4i II'U III 1i II'i I'1'III
GasUnder.. ound
REVISED: June 2014
RECORD COPY
a City of Sanford
Building and Fire Prevention
Permit #
Product Appr Specification Form
1 7- 2 9 4 4 o
A"F°
Ro
Project Location Address
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
1. Exterior Doors
Swinging R R CODE COMPLIA 4CE
Sliding A PERMIT ISSUED SHALL E
LICENSE TO PROGEED WIT
E CONSTRUED
THEWORKANDNOTAS
Sectional PLANS EXAMINER AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
Roll Up to -4 (1 ASIDE ANY OF THE PROVI-51
NOR SHALL 16GUAN
JNSOF THE TECHRUAU
3E OF A PERMIT PREVENT
Automatic
F! BODES,
THE BUILDING OFFICIAL FROM THEREAFTER
Other REQUIRING ACORRECTION OF ERRORS IN PLAN5,
2. Windows
Single Hung CWS 8100 FL4091.1
Horizontal Slider CWS 8200 FL4092.2
Casement
Double Hung CWS 650 FL17235.1
Fixed
Awning
Pass Through
Projected
Mullions CWS 1 x 3 FL9520.1
Wind Breaker
Dual Action
Other
June 2014
Category/ Subcategory Manufacturer Product
Description
Florida Approval #
including decimal)
3. Panel Walls
Siding
Soffits
Storefront, s
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underlayments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
5. Shutters
Accordion
Bahama
Colonial °
Roll up
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name WAYNE T. BURNETT
Please Print)
June 2014
FHAw DIAGRAM SH
Florida .Building Cade Online
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Addrew/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
352)368-6922
ekoss@cws,cc
Authorized Signature Koss Erin
ekossocws.cc
Technical Representative Erin Koss
Address/Phone/Email 1.900 SW 44th Ave.
Ocala, FL 34474
352)368-6922 Ext291
ekoss@cws. cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Emall 1900 SW 44th Ave.
Ocala, FL 34474
352)368-6922 Ext291
jlathrop@cws.cc
Category W f ndows
Subcategory Double Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Ri Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Lucas A.' urner
PE-58201
Keystone Certifications, Inc.
07/21/2020
Steven M. tlrich, PE
FO Validation Checklist - Hardcopy Received
standerd
AAMA/W DMA/CSA/ 101/I.5.2/A440-08
ASTM E1300-04
Year
2008
2D04
http://Nvw.floridab ildin .orglpr/pr_O_dtl.aspx`?param=w(3EVXQ,,AtDqvOQ GQvtVzn... 6/24/201 S
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 04/09/2015
Date Validated 04/14/2015
Date Pending FBC Approval 04/18/2015
Date Approved 06/22/2015
Summary of products
FL # Modell, Number or Name Description
17235.1 DFE-650 Viny€ Double Flung DH-65D Vinyl Double hung, Non-Irnpact, 53 1/6' x 76'
Limits of Use Installation Instructions
Approved for use in HVHZ. No E 7235 R1 II CWS-9368 x()H 65v. NI).odf
Approved for use outside HVHZ. Yes Verified By: Lucas A, Turner PE-58201
Impact Resistant. No Created by Independent Third Party; Yes
Design Pressure; +S0/-50 Evaluation Reports
Other. DH• 650, Max size 53 1/8' x 76', Fin, Flange, DP FLi7235 R1 AL CvajEen C VS-936A (DI -6 0, N1).oc f
Created by Independent Third Party: Yes50/-50 PSI=, Glass complies with ASTM E1300-04.
CQajWL113 :: 040 Northhassee FL 12399 Phone, 850-44174Q4 The
State of Florida €s an AAjEr0 employer. ru+vrohk 22gZ-201a 50te oS Flmula. ;: Ect%a statement :: Axcmlgi€hd€€ v r-+aierl ni :: Refund cU&r= Under
Florida law; email addresses are public rem -ifs. If you do not want your t-mall address released In response bo a public-t rds rmuest, do not send electronic
mall to this entity. instead, contact the office by phore or by tradttlonai mail. If you have any questions, please contact 850.487.1395. *Pursuant to 5ectlon
455.275(1), Florida StAbutes, efWbIfe Goober I, 2012, licensees licensed under Chapter 455, F.a,, mus pinv`da the Dspartmant reith an areail addiass 0 they
have one. The ema is pmv;ded may be used for oaridDI PD—ri'Xtion with the Pcersee, l lowever email addressor are public remrd. If you do not wfsh to supply
a peisonsl address, please provide the Departrucnt with on email address which can be made available to ft public. To determine If you are a ik"ensee under Chapter
455, F.S., please ciici( here_. product
Appmval Asepta. MIN
n; F;. 7.
L'f7}it :kf&'ttti.'S' a
http://
w N,N .flori.dabtiilding.org/pr/pr_app_dtl.aspx?param=wGE'VXQwtDgvOQpGQvtVm... 6/24/2015
1239 Jabara Ave.
North. Port, FL 34288
Ph.. 94I-380-1574
FBPE C.O.A. #29779
Evaluation Report 936A
April 3, 2015
Product Description: Series 650 Vinyl Double Hung Window, Non Impact
Manufacturer: Custom Window Systems, Inc. 1900 SW 40 Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above -listed product per the requirements
of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the
requirements of the 5'h Edition (2014) Florida Building Code outside the High Velocity
Ilurricane Zone. The product testing standards performed are outlined below.
Technical Documentation:
1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL
2) Approval drawing CWS-936A, signed and sealed by Lucas A. Turner, P.E.
3) Test Report NCTL-210-3962-IA, from National Certified Testing Laboratories, Orlando,
FL, with testing performed: AAMA/WDMA/CSA 101/I.S.2/A440-08
4) Supplemental Calculations to support CWS-936, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-936A.
Limitations of. Use: .This product:
G May be used up to product sizes with glass daylight sizes as shown. in CWS-936A.
i Achieves design pressures as shown in comparative analysis table in CWS-936A
o Is non -impact and requires the use of shutters
0 May not be used in the High Velocity Hurricane Zone
W Requires glass types as shown in CWS-936A
Requires ATN PVC frames with current listing as AAMA 303 Certified Profile Licensee
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a
financial interest in Custom Window Systems or in any company manufacturing or distributing
products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I
acquire, a financial interest in any other entity involved in the testing or approval process of this
product.
0541411eraar4+
CR
0
No 51=1
1 -G: PLC"
srATFE OF tzi
4/3/2015
Lucas A. Turner, P.E.
FL PE #58201
Lucas A. Tumer
2015-04-03
16:42-04:00
GENERAL NP :
C20UBLE HGN- VpMJPQ)l 1. THE PRODUCT SHOWN HEREIN 19 DESIGNED AND MANUFACTURED 51SrEPSS 10
COMPLYWITHTHEFLORIDABUILDINGCODE (FED), CURRENT EDIT Q*
I. 1900 SW 44TH AVE. OCALA, FLORIDA34474
381t4" ..._...._._.«;=.GLA.'
tridCsiiPT4QNS:(
SEE.SHFET2` www.CYJS.CC 54 a`
5. ...... FLANGE WIDTH. ....... 3. CONFIGURATIONS='
COG I FUNNGE WIDTH637i8' — .__, ,
MAX UNIT WIDTH 4, DESIGN PRESSURE RATING {SEE SHEET 2): 650 V MAX UNIT °
td UTH I 3^ 13 36" .......... -NEGATIVE DESIGN LOADS BABEC} OR TESTED PFESSURE AND [[}(„ ,{UNG GLASS TARLFSASI"M E-1900-oi. Act SA
y MAX,UPPEF. -POSITIVE DESIGN LOADS BASED ON, TESTED PF?ESSURI ,WATER NON -IMPACT 9RX, UPPERSASHNJiDTN1SASHLYli7HINFILTRATIONTEST
PRESSURE AND GLABS TABI ES w. 40"
ASTM E 1304 C4. ... ........ _... _ GLASS DLO
GLASS S. ANCHORAGE'
THE .13 f;3%STRESS INCREASE HAS NOT BEEN USED d—".. =—::.. .... T--............ `—
IN THE DESIGN OF THIS PRODUCT, .SEE SHEET? FOR ANCHOR DETAILS. W
INDL.{3AO DUf'iATION FACTOfR Gd-1.fa WAS USED FOR c7 CI WOOD ANCHOR
CALCULATIONS. I S.
NOT
APPROVED FORMAPACTRESISTANCE. IMPACT PROTECTIVE ._....._. ....... 1 (k( SYSTEM
IS
REQUIRED
IN WIND BORNE DEBRIS REGION. 37 v, ( 35
15,'16° 7. ALL FRAMES AND VENTS FULLY WELDED, SMALL JOINT EGA- i 11$" MAXII. ii(i( 771W MAX SEALANT USED AT FIXED MEETING RAIL AND JAMB. H f FLANGE
UPPER. ii 33" RANGE UPPER SASH GC ASS
DI O HEIGHT SASH I GLA 3 DLC HEIGHT ( 8_ SERIES
I MCDEL DESIGNATION DH-650. HEIGHT 9 n
C
DESIGNATIONAND 0 STAND FOR THE FOLLOWING i M. Y.
OPERABLE ASN MAX UNIT Ilt3€
C .
10, SECTION CALLOU IS APPLY TO ALL ELEVATIONS IN A SIMILAR 61EIt3HT 7 EGHT
L H IIjLOCATION. fi 38 OTH t
1&" I
11.
EXTERNAL WEEP
SLOT
o 112>t 2-112' LOCATED 5': FROM B..... MAXI t;j444Wttft f4,t 3+s 1y18
Lovim 1 I 3x ENDS.p&i3RE igr 4s X.... MAX. SASH GLASS DLOLtwERSASHI ` H6rca^arT'
C,,
1`.«.e.1BN.•.?',"g, H HT I GLAS`
DLC ( ; Lucas A.Tumer s #
1 P
STATE
OF .«WA
2 5 414-1$ r •,* A ... 09:58-
09:00 3,t tID 4±y.4 tu GLASS; DLC
GLASS
DLOt;
ff s y a 41€ 33twiTr" ---+ . MAX.
LOWER SASH WIDTH
MAX, LOWER SASH WaTH 4/312015
TABLE OF CONTENTS GENERAL
NOTES & ELEVATIONS-- 1
CP CHARTS & GLAZING DETAIL .......
2 SECTION VIEWS & ALT FRAME...-3.
4 EXTRUSIONS & B.O.M...................__..5
ANCHOR SCHEDULE & NOTES- .......& INSTALLATION DETAILS.....................
7 MAX. UNIT
MEETING RAIL DESIGN
PRESSURE SIZE REINFORCEMENT RATING IMPACT RATING
37" x 76"
LIGHT 50
PSF NONE 53-1/8" x 76"
HEAVY 54 PSF NONE LUCAS A. TURNER, P.E.
FL PE # 5820! 1239 JABARA
AVE. NORTI I
PORT, FL :34286
PH. 941-MO-1574 I_
E7 DE..^rt',titFTi GENERAL
NOTES AND ELEVATIONS is4Yfd EsY: '
QATk: ADG S
8104/
14 vc ar,
aEv.. GLS-3"s8
A SHEET 1:
20 1 ()F 7
Design Pressures (PSF# with Glass T es A, 6, C, or D
Unit
Heights(in.)
Lower Sash
Hei hts(in.)
Upper Sash
Het hts in.)
UnitWidths (in,) 23
1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 2 47 1/2 51 1/2 53 1/8 35
V2 16 3/4 15 3/4 50/-75 15005 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 53/-75 50/-75 39
1/2 18 3/4 17 3/4 50/-75 50/-75 50 -75 50/-75 50/-75 50/-75 50/-75 50/•75 50/-75 50/-75 50/-75 41
1/2 19 3/4 18 3/4 50/-75 50/-75 50/-75 1 +50/-75 50/-75 501-75 50/-75 50/-75 50/-75 50/-75 50 -73.1 43
1/2 20 3/4 19 3/4 50/-75 50/-75 50/-75 i +50/-75 50 -75 Sp/-75 50/-75 50/-75 50 -75 50/-73,4 Sp/-70.6 47
V2 22 3/4 21 3/4 50/-75 50/-75 50/-75 Sp/-75 50/-75 50/-75 50/-75 50/-75 50 -75 1 +50/-6&9 50/-66.2 51
1/2 24 3/4 23 3/4 50/-75 50/-75 450/-15 50/-75 50/-75 50/-75 S0 -75 50/-75 50/-7Z7 50/-65.2 50/-6..6 53
1/2 25 3/4 24 3/4 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/.75 50 -71 50/-63,6 50/-61 55
1/2 26 3/4 25 3/4 50/-75 50/-75 50/-75 50/-75 50/-75 501-75 50/-75 SO/-7.5 50/-69.5 50/-62 1 W-59.5 59
1/2 28 3/4 27 3/4 50/-75 50/-75 50/-75 50/-75 5005 50/-75 W-75 50/-75 59/-66.8 50/-59,5 50 -57 63
1/2 30 3/4 29 3/4 Sp/-75 50/42.9 50/-72 50/-71.6 50/-71.6 W/-71,6 50/-71.6 50/41.6 501-64.6 50 -57.3 50/-54,8 65
1/2 31 3/4 30 3/4 501-73.2 50/-69,11 50/-68 50/-67.4 50/-67.3 50/-67.3 50/-67,3 50/-67,3 50/.63.6 50/-56.4 50/-53.9 67
1/2 32 3/4 31 3/4 50/-69.8 50/-65,6 50/-64.4 50/-63.7 50/-63A 50/-63.4 50/-63.4 50/-63.4 50/-62.7 S0/-55.5A+
swo/-'5'071
i/2 34 3/4 33 3/4 50/-64 SOJ-59.7'+50/-5$3 50/-57,3 50/-56.5 50/-56.5 SOf-56.5 50/-56.5 50/-56.5 50/-53.9 74
3/4 36 3/8 35 3/8 50/-59.9 50/-55.6+50 54..1. 50/-53 50f-51.8 50!-51.7 50/-51.7 50/-517 50/ 51.7 50/-51J 76
37 36 50/-58.5 50/-54.1 50/-52.6 50/-5i5 50/-50.2 50/-50 50/-50 50/-50 50/-50 501-50 i
7!8" OVERALL 118-
ANNEALED 8'
3" AIRSPACE Iff
ANNEALED 552
OR GLAZE "H' ERE
W
OVERALL i "
TEMPERED 518"
AIRSPACE I.
V TEMPERED 5
61KA.FLU(552 OR i
PURFECTGLAZE't+- T
5f8"
GLASS HIT'E GLASS
TYPE A GLASS TYPE E+ I
1
NOTE: IF
SIZE INTENDED 15 NOT SHOWN, USE NEXT LARGER SIZE, F,,..._.........______^'..__.....
7W OVERALL t:'
2' AIRSPACE il
She' ANNEALED) i
56.
1 OR GLAZE "
H" SUE
GLASS
TYPE C 71F
OVERALL 3lW
TEMPERED VZ'
AIRSPACE 3n8"
TE+APERED 1 `"
irAFLEX 55-1 OR PURFECT
GLAZE "H" GLASS
TYPE 0 SA"
CLASS SITE WINDOW
srSrEMS 1900
SW 44TH AVE. OCALA,
FLORIDA 34474 Www.
CWS.CC 650
PVC DOU
LE HUNG j NON -
IMPACT 41=
0 5 LUCAS
A. TURNER, RE. 1 FL
PE # 582D1 1239
JABARA AVE. NORTH
PORT, FL34288 j PH.
941-380-15:4 EET [
IES+.,f3PTION: ... DESIGN
PRESSURE CHART
AND GLAZING DETAILS
R
ADE
08104114 CWS-
936 A SHEET`
2OF7
SECTION VIEW A -A
ALTERNATE FM FRAME
SECTION VIEW "
ISC0,3W 44-H AVE,
M ALA. FibRUA 34474
www'GMs'cc
IN0AUZLIAL , Luxil
Lagm
Tjpf M6 M201
v.
7A STATE OF 4o'
LUCAS A. TURNER, P.E.
FL PE * 58-20-
I n4 JARARA AVE,
NORTH TORT, FL 34288
PH. G441-M-1574
MT VK5-CPJVrlDN.
SECTION VIEWS
UP TO 37" WIDE
MrM'l '64,fEl * -
ADE 08/04114
CW"36 A
SHEET
12 3 OF 7
SECT ION VIEW C-C
AL T'ERNXrE FIN FRAME
SECTION VIEW aD
I Wr- SW 44TH AVE,
CICALA, FLORIDA 344m
www.cws,xl
No 513201
Ir
fit oks
41312015
LUGS A. TURNER, P.E.
FL PE 4 58201
1289 JAFI.ARA AVE.
NORTH PORT, FL 34288
PH. E41-3a0-1574
5H':S7llE'ft TKNi:
SECTION VIEWS
OVER 37" WIRE
ADE I OW04/14
CWS- :aB A
SHEET
1 1; 4OF7
355 X
187
4
a
PVC FRAME HEAD
H .6121
PVC FRAME SILL
H-6129
PVC FRAME JAMB
11-6122
2 110-:
t - Lw
PVC TOP RAIL UPPER
H_6130
FRUWE CORrIER I (f Z&WV46CONSTRUCT10HW104LSnTrSKI
1900 SW 44TH AVE,
CX'ALA, FL()H IDA 3"74
WWW. C1Ws (10
COPNER WELD 650 Pvc
ALLSIDCS) DOUBLE HUNG
NON -IMPACT
05
PVC ROT RAIL UPPER
H-6131
08
111T
LuCL Fo.
j No 58201 .'1
A*- STATE OF
f I... A — 1 41312015
M-6132 PVC BTM RAIL LOWER
H-6133
all. F- I W16, 1 WIT
qi7 11
INTERLOCK
S-2001
REINFORCEMENT
S-2002
REINFORCEMENT
S-2003 REINFORCEMENT
11w,
REINFORCEMENT
06T
REINFORCEMENT
S-2004 6 2005 S-2006
LINE ITEMS NOT U
23 _21 NOTE: ALL EXTRUSIONS ARE ALUM, 606,3-T6 UNLESS OTHERWISE NOTED.
PVC SSR LOWER PVC TOP RAIL LOWER LUCAS X TURNER, P.E.
H 6134 H-6135 FL PE # 5620I
1239 JASARA AVE.
NOR*T H PORT, FL 34266
1511611
i 311g. PH.941-360-1574
BOM AND EXTRUSIONS
062'
REINFORCEMENT REINFORCEMENT ADE 06104A 4
S-2010 S-20P7 IF.. .- ... ............... . ..
CWS-936 A
SHEET
1:2 5OF7
r MAY.. (Typ') Ir VAX. (TYR) S' MAX. (TYP.: willmw gym
MIDPOINT
4" MAX (TYR) — 6- MAX S E NOTE 2 SE E 2
I 91'A) SW 44TH AVE.,
OCALA, FLORIDA W74
6150 Pvc
W MAX JTYP,) DOUBLEHUNG
14 11?- INSTALLATION NON4MPACT
MAXO-c.
TYP-'
AllICHORSOYR)
THRQUGHFRAME iz: 17- 7 ANCWORS REQUIRED
ON WINDOW Witri HS
w
Typ." 3- (TYP I]•OVER 371,
3' (TYPL' 3- gyp.) x
INSTALLATION
A.ZHORS (TYP.)
u. Po I
ANCHOR LAYOL>T €RANGE' ANCEMIAY—CULLEW iu W I
a Q!
di
tICREW 'r*
NOTES:
1. NSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME As HEAD,
2. SHIM AS REOAT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS_ MAX, ALLOWABLE SHIM STACK 70 BE V4'. USE SHIMS WHERE. SPACE GREATER THAN III S' IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED O;'H.GH 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 7. 4/312015
LUCAS A, TURNER, P.E. 4. ALL jNS FALLATION ANCHORS MUST REMADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS 08 MATERIALS IN CONTACT W.TH PRESSURE TREATED WOOD MUST
BE. PROTECTED TO PREVENT REACTION. FL PE # 58201
1239 JABARA AVE,
S. INSTALLATION ANCHORS SHALL BE 114 ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE "ED IN SUBSTRATES WITH. STRENGTHS LESS THAN THE MINIMUM NORTH PORf,FL3428e
SPECIFIED IN TABLE 1, SHEET 7. PH. 941-SBO-1 574
S. ANa4OR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO FOR CONCRETEfCMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE IX BMKS ARE
OPTIONAL. ANCHOR SCHEDULE ANDi
7, A MINIMUM CENTER'70-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3* FOR MASONRY, 1" FOR WOOD AND METAL NOTES
ORA N ffF
8, WOOD OR MASONRY OPEN INGS, BUCKS AND SOCK FASTENERSENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TFLANSFER WIND LOADS TO THE STRUCTURE, APE.... 08/04114SUBSTRATES614-ALL MLLI THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 7. CONCRETE AND MASONRY SUBSTRATES Y NOT . D, ONR TRA MAY BE CRACKED. rDWI . .....
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE By OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS. 931, A
FMAAAMA 100(;71N WINDOWS), FMAJAAMA 200(FLANGE WINDOWS), FMAWDMA 250JBGX WINDOWS), FMA/AAMA,`WDMA 301)(EXTERIOR DOORS)
SHEET
25 6 OF 7
TYPICAL. HEAD ANCHORAGE
MIN. EDGE D:S?.
SUBSTRATE BY DINERS
SUBSTRATE
SEE TABLE i
MIN_EMBEDMENT
PERIMETERSEALANT— ! SEE FABLE 1 INSTILLATION
By
INSTALLEP. L__ SEE TABLE J INSIDE
AND OUT ........... 4 SEALANT
BLIND .._. FLANGE
BY INSTALLER NSTALATION
ANCHOR SEE
TABLE I CONTINUOUS
DBL 1.4• BEAD OF SEALANT AROUND
PERIMETER 0 ALL INDICATED POINTS
BETWEEN FRAME AND SUBSTRATE MY
INSTALLER BEALANTBEHIND
r FLANGE
BY INSTALLER J
L
PERIMETER
SEALANT....... BY
NSTALLER INSIDE
AND OUT f SUBSTRATE
BY OTHERS---f SEE
TABLE 1 p.)...
VERTICAL SECTION 7,,. '
TYPIcALSILLANCHCRAOE NO
SILL. ANCHORS REQUIRE MIN.
EMBEDMENT SEE
TABLE 1 U411
MAX. SHIM — SEE TABLE I MIN.
EDGE DIST. SEE
TABLE 1 SEALANT
BEHIND SE
BY INSTALLER s
HO P ZONTAL SECTION TYPICAL
JAMB ANCHORAGE TABLE
1; APPROVED INSTALLATION FASTENERS F
AME TTPE F , DIST. CONCRET (
2.0 KSI M N j a/18" FTW TAPCON t" t-1i8 Pnt
IT FI=i117PCT"MIN. 3r1s'_iTW......... FLANGE
CONCRETE (295 KSI MEFI) 3tio" ELGti ULTRACfFN 3` 1• FLANGE
GROUT -FILLED aAU (ASTFM C-90) 3118" EUCO ULTRA.^(iN 1-1?d" 2.112• FLANGE
2X MIN. SOUTHERN PINE (G-0,551 3s16" TRW TAPCON i_
3 $• 7!B" ORELCOULTRACONFLANGE
2XUIN. SOLFiHERN PINE (G=O.s6) 10 WOOD SCREW FLANGE
15 GAUGE (OX60-) MIN. STEEL. STIM 416-16 H _TI KWIK-FLEXOR TTW FULL IHREAO 33
KSI YIELD MINI TEKS SELF -DRILLING SCREW THRU o,ow" 7116
FLANGE
116" ALUM. ED63-i5 MIN. j OR iI0 GR ADE 5 SEL..F TAPPING IFULL'MREAD VS'
STEEL (33 KSI MIN.) DPLLIP43 SCREW THRU 0.125" 7116"
IN
12X.Y.K SOUTHERN PINE (G-0.55) 10 WOOD SCREW 1-112' 112• vruv
srsTts 1I .ECGEL'YiI " ----I SUBSTRATE SEE
TABLE 1 aY OTHERS 190 SW 44TH AVE. V4"
MAX. 9tdiM—»i ... FSEE TABLE i OCALA, FI..ORIDA 34474 W W+
At.OWS.00 n........ T
650 PVc DOUBLEHUNG M .
EMBEDMENT
FD1>tENT
NON -
IMPACT
1 ``- PERIMETERSEALANT
f BY RNSTALLER
l M1SIDE AND
OUT y...... o NSTA_LATIONANCHOR
SEE TABLE
I Z SEALA.N-
BEHIND FIN RY
INSTALLER ' CRIZONTAL SECTION
i 7f
TYT'
ICTL FN ANCHOP.AGE HEAD AND
SILL SIMILAR FOR FIN INSTALLATION cc NOTE:
ALIDI
F IONAL THRU-FRAME ANCHORS AS SHOWN
IN DEi. aft) REQ;D AT MTG RAIL.. FOR UNIT
WIDTHS OVER 37", SEE SHEET 5 ANCHOR LAYOUT
111 PERIMETER
SEALANT...---- .
BY INSTALLER _.....
r INSIDE AND
OU"I' rr..i_}
HDRIZO,Yc"AL SECTION .. BOX FRAME
INSTALLATION...._ UILAR FOR
SILL AND JAMBS FOR BOX INSI ALL.ATION FLANGE REMOVAL.
NOTE.: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO
AND INCLUDING A BOX -FRAME APPLICA'I ION IS ACCEPTABLE PROVIDED: MIN. 1/
4" FILLET OF CONSTRUCTLON-GRADE ADHESIVE CAULK IS APPLIED INSIDE AND
OUT, FULL PERIMETER, BY INSTALLER. PRODUCT'ANCHORAGE
IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR
FLANGE WINDOWS. 1.._ "_ 41312015
LUCAS
A.
TURNER, P.E. FL PE *
58201 1239 .IABARA
AVE. NORTH PORT',
FL 34288 PH. 941-
380-1574 INSTALLATION DETAILS
AOE OBA)
4114 vGa GWs-
93$
A 2 SHEET
7OF7
PERIMETER
SEALANT...---- .
BY INSTALLER _.....
r INSIDE AND
OU"I' rr..i_}
HDRIZO,Yc"AL SECTION .. BOX FRAME
INSTALLATION...._ UILAR FOR
SILL AND JAMBS FOR BOX INSI ALL.ATION FLANGE REMOVAL.
NOTE.: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO
AND INCLUDING A BOX -FRAME APPLICA'I ION IS ACCEPTABLE PROVIDED: MIN. 1/
4" FILLET OF CONSTRUCTLON-GRADE ADHESIVE CAULK IS APPLIED INSIDE AND
OUT, FULL PERIMETER, BY INSTALLER. PRODUCT'ANCHORAGE
IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR
FLANGE WINDOWS. 1.._ "_ 41312015
LUCAS
A.
TURNER, P.E. FL PE *
58201 1239 .IABARA
AVE. NORTH PORT',
FL 34288 PH. 941-
380-1574 INSTALLATION DETAILS
AOE OBA)
4114 vGa GWs-
93$
A 2 SHEET
7OF7