HomeMy WebLinkAbout1207 Randolph StCITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: / & " 3gal"
Documented Construction Value: $ S c?
Job Address: MD1 P-->'poL N S" f
Parcel ID: `3
Type of Work: New Addition Alteration Repair
Historic District: Yes No
Residential Commercial
Demo Change of Use Move
Description of Work: ?7—C.PCf_) C:& s t3 I S S z:. -(; 4- S Z5
Plan Review Contact Person: L--\ 0 '% Title: 1 ;RR c-, i -kp , 4=) (z__
Phone: 004192,44V:,_ -2043 Fax: L6D') - 417--'OSP Email: Vazz A t S('7 Nf 2 rtS cant
rj'
Property Owner Information
Name i 100nnr,r Phone: 8 3
Street: ?_Cn qi;'o D o L. ) V z ST Resident of property?
City, State Zip: SPy UQrD L "32: 1
Contractor Information
Name Roe I nn :mp2a\e PJa3-)
r
Phone:
Street: ° 40-1 '0 .S Le-' ---Z, b PO Fax: 40-1- 4r12- PS (f C>
City, State Zip: O\qkz>Ot)'CD VC_. State License No.: C-(-';,-C- 0(01
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company:
Address:
Mortgage Lender:
Address:
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" Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
1
1.
T i
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 wat2r
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.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof
Construction Type: Occupancy Use: Flood Zone: _
Total Sq Ft of Bld Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
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.
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.
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 TBE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
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. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submittal, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of Owner/Agent Date
Si a of t ` to of da Date
tNEL
as.n kkS tpY ON,Mj CIO # EE 829296vbet eM*ets
o; EXed'fhN•N t2ry pbtic
Owner/Agent is to Me or
Produced ID Type of ID
APPROVALS: ZONING: 9_- LUTILITIES:
ENGINEERING:
COMMENTS:
FIRE:
Print
WAYNE T. BURNETT
CAROLINA MARTINEZ
MY COMMISSION # EE 829279
EXPIRES: December 23, 2016
Bonded Thru Notary Public Underwriters
Contractor/Agent is y' Personally Known to Me or
Produced IDType of ID WASTE
WATER: i2eov
Shall
be insmbed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV
07.14
Otkndo: 407-072-8361FloridaHomeimprovementAssoclataa
r ' d
byj(ja Broward Tel: 954-792-4415
License No. CGC 0618901 OB44018 ' nt Mlaml Dodo Tbl: 305-545-4469
4070 SW 30'" Ave., Hollywood. FL 33312 '
l
West Palm Beach Tel: 1581-241-a600iLSSOC1315JacksomalieTel: 904.701.4416
n Fax VA-792-2170
Jabi1 ,mod j5 Websftw WWW.FHAPRODUCTI4.COM
Replacement VAndOWs Contract Emaer fNFO@FWROVUCTs.(aee
Name: sQP/itj.4 r1 // Horne Phone: _ [d % 7 d gus. Phone:
L°Z . ' 9a' pfJ S7- &+vri t,n L . .3 77JAddressC)ty State Zip
This Contract is made and entered brto this/Vey of o 20 by and between Florida Hanw improvement msodatrx INaFloridacorporation ("Contractot' or"FHA"), and ownerls) named above of the residence located at the address listed above ('tTtmer°).
3h9 -gA, Contractor agrees to perform the work described below;
Ij Remove existing unRsto be replaced. (NOTE: Removed Items are likely to be damaged.) D1m4 tan are viewed from the inside.
2) Prepare openings as necessaryto receive replacement units. On sadlnc class docis Active and Flied
Panic are Identified, on caremmits3) tVfNDOWS:,L FHA Energy Storm Saver_ Simonton Vinyl Insulated and slrr3le French doors the Naga is
Identified night tango and Left Hinge. Install Aluminum Insulated. Aluminum Non•insulated on paiIlk-Fraud, Doan: the nets
4) Doors:_ FHA Ensw $term Saver— AkanbumInsulated, ^,,,_ Aluminum Non -Insulated active door Is Identified 7rttpRLY: ( }
ftlandnipctt: (X ) Color White: Tan: firome: Grey: Mal Bedsit: SIlf(£
p4ub(gNunv SInckHona flat Efture Window Yes( ) NO( j / other
Standard
t 7 Custom
QtV— QtV— RM
ncrtvs
ncinrF FA
AF RH E 11d
n6 Glass Dear SfnR e French Doors b1e Pie"nib AA
AF FA FAAF AAF FAA RH( ) ) ), QtY
qty Ott_ Qty_ QIY Qty Qty _i
Qty
Doors
oe metric4ey
S[
Gass:1'A J oIA kj0.1 AetoofirI LHE-RE4 7.
Warranty:-,MandacturePsWarrantysent uponcompetition. r'" r'
5) Work
NOTto be replacedt ,rrl li 1M& - RS0M O CAM Rabivt t177 4311 (3) INITIAL HERF;2 6,11 ) 0-5— 1 (O W`nraGLcJG y 6)
if
applicable, removing shatterpane s, andlor _-sectiritybais , 7) Speciallrtstructions:
IN111AL HERE^
8) Cleanup)
obdebrhandprovide necessary per mitsand Insurance. 9) If applicable, lnthe
event that Contractor Is unable forwhate'ver reason to obtain proper permits prior commencement of any work, Contractor shall refund any Previous
Payment and this transaction shall be automatically Cancelled. tNofinish work other thannormal irn
2112trne;<t..t,.A...,o.:ate«.,..«,.rs,.:r.,,,.s - Schedule; Contractorshatl commence the work within Mays
afterexecution of the contract (the Commencement Data') and shag ende'avorto.. _ complete all Work hereunderwlthIn'ADdaysafter theCommancement0ate. o
Contract price $ p The TOTALPRICEforallLaborandMaterials(includinganyapplicablediscount)Is
S .
3PI 1, Sales
Tax( % $. -ram Down Payment $ ' E.;11. 40 (IFapplicable) Balance Payable . $.
Total Contract Price Comractor will provide
to Owner a Final Waiver
and Release of Uen and Contractor's Final Affidavit to Owner, substantially slndlar to the forms inrbded in chanter 711 Florida Statues 1211051. Circle
one: NojOwner elects to apply jorfrnanrJng of
the obovearohre lump sum amount: if yes Is circled, see fhrgncIng ogreement and rehrted documents Notice to the Owner, If
Onancink is balsa
obtained by Ownen a). De notslan this donne bnprovementconstract (ndadins fjnarldns
documents) M blank. b). You are entitled to acgyofth. se tract
at the tk—ym+.taa. x-7 it to Protect your kcal rwts. 4 The finandal documents attached to this home
imprev4mem contract Maycontgn a montage or otherwise create alien an your property that could be foreclosed on if You do not Parr. 9e sure
You understand era provisions of the contract and financW documents before you SIM MI_MIloneous This contract contains the entire contract
of the parties. It may not be changed orally but only by a signed change order or other written amendment, The waiver by arty party of
a breach of any pmvLsion of this contract shall not operate or be construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF,
the Parties hereto have executed
this contract, under seal, as of the day and year first above written. You the Buyer may cancel this transaction at
any time prior to fnldniyhi on the third business day after the date of this transaction. See the attached notice of cancellation form Tor
an explanation of this r)phL caner ®, _ Leer"/r) Contra r. FHA By: {ill.— -
SignatureofOwner) (Name &Titie)
Signature of owner)
1- 14—
1CP Date Home
Owners Assoiation Name:
Phone#: YES ( ) NO (
X)
Building Afa ne: t
THIS INSTRUMENT PREPARED BY:
Name: BARBARA ESPARZA
AdMARYAI` NE MORSEr SEMINOLE COUNTY 4070,
SW 30 AVE. HOLLYWOOD FL. 33312 CLERK OF CIRCUIT COURT & CONF'TROLLER BK
8625 Ps 950 (IF'ss ) NOTIC
OF COMMENCEMENT CLERKS x 2016011041 RECORDED
02/I)2/2016 09:52."17 All State
of Florida RECORDING
FEES; $10.00 RECORDED
BY hdevore County
of Seminole Permit
Number: Parcel ID Number: 31 -19-31 -504-0200-0040 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
4 + W 17 FT OF LOT 5 (LESS S_7 FT FOR-AL2 BEL-AIR 1207 RANDOLPH
ST SANFORD, FL
32771 GENERAL DESCRIPTION
OF IMPROVEMENT: WINDOWS OWNER
INFORMATION:
Name. KLEIN
DONNA Address: 1207
RANDOLPH ST SANFORD, FL 32771 Fee Simple
Title Holder (If other than owner) Name: n/a Address: rVa
CONTRACTOR: Name:
FLORIDA
HOME IMPROVEMENT ASSOC. Address: 4070
SW 30 AVE. 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 n1a of co To
receive
a copy of the Lienor's Notice as Provided in Section 713.
13(1)(b), Florida Statutes. CV Expiration Data
of Notice of Commencement (The expiration date Is 1 year from date of recording unless a tv different date
Is specified) cm WARNING TO
OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF pa COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, L1•/ 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 oQ s rorUo r INSPECTION. IF
YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY. o • r BEFORE COMMENCING
WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under 1
declare that I have read the foregoingand that the facts stated in it are truet t: oil' w penalties of
perjury, ' to the
b st of my knowledge and belief. rr;, ...... OAmer's
Signature Owner's Printed Name w O Florida
Statute
713.1 1 The owner must sign the notice of commencement and no one else m be 3( xg): • gn eY permitted to sign in his or her stead' O z State of
County of 3 I tx z Q
o T
n,,
The foregoing
Instrument was acknowledged before me this ,_ day of 20 r i o by1(`
G Q (1 1- Who is personally known to mt - Wo o '
o
u Name
of
person making statement OR who
has produced Identification type of Identification produced: w O
O w g
i U
ON u m r1PMpKi924 G
OMSS`ONtrel23,e ess ti°cv"q.
y "'• ^ XP,ES,N VU04 otary Slgnatur . a: BoodepShN
I 1 r I'.', .. tl''!' I r 1 II 1 I '1 11 1 11 1
SCPA Parcel View: 31-19-31-504-0200-0040 http://www.sepafl.org/ParcelDetaillnfo.aspx?PID--31193150402000040
Oavki John3on, CFi4 Property Record Card
PROPERTY Parcel: 31-19-31-504-0200-0040
APPRAISER Owner: KLEIN DONNA L
SE7JIlNOIFCOt1NTY FLORIDA Property Address: 1207 RANDOLPH ST SANFORD, FL 32771
Parcel: 31-19-31-S O4-0200-0040
Property Address: 1207 RANDOLPH ST
Owner: KLEIN DONNA L
Mailing: 1207 RANDOLPH ST
SANFORD, FL 32771-3902
Subdivision Name: BEL-AIR SANFORD
Tax District: SS-SANFORD
Exemptions: 00-HOMESTEAD (1995)
DOR Use Code: 01-SINGLE FAMILY
Legal Description
LOT 4 + W 17 FT OF LOT 5
LESS S 7 FT FOR ALLEY) BLK 2
BEL-AIR
PB 3 PG 79 & 79A
Taxes
Value Summary
2016 Working
Values
2015 Certified
Values
Valuation Method Cost/Market Ccst/Market
Number of Buildings 1
37,008 -
800 - -
1
36,444 -- -
800 - -
Depreciated Bldg Value
Depreciated EXFT Value
Land Value (Market) 10,868 10,868
Land Value Ag
Just/Market Value
Portability Adj --
qg 676 48,112
Save Our Homes Adj 1,664 1,473
Amendment 1 Adj
Assessed Value 47,012 46,639
Tax Amount without SOH: $470.37
2015 Tax BE Amount $440.38
Tax Estimator
Save Our Homes Savings: $29.99
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 47,012 25,000 22,012
Schools 47,012 25,000 22,012
City Sanford 47,012 25,000 22,012
SIWM(SaintJohns Water Management)
County Bonds
47,012
47,012
25,000
25,000
22,012
22,012
Sales
Description Date Book Page Amount Qualified Vac/Imp
QUIT CLAIM DEED 3/1/1997 06954 1683 $14,000 No Improved
WARRANTY DEED 4/1/1994
7/1/1989
1/1/1987
02768
02086
01814
1761 $45,900 Yes Improved
WARRANTY DEED 0191 i $53,300
0920 1-- $49,000
Yes Improved
WARRANTY DEED Yes Improved
WARRANTY DEED 11/1/1985 01691 0533 $34,000 Yes - Improved
CERTIFICATE OF TITLE 10/1/1984 01590 0805 $42,000 No Improved
WARRANTY DEED_ 3/1/1982 01383 1968 $44,800 Yes Improved
ImprovedWARRANTYDEED1/1/1981 01316 1444 $44,000 Yes
WARRANTY DEED 4/1/1979 01219 0496 $29,500 Yes Improved
r-na CoMparable Sales wthn this SubtlN6Dn
Land
1 of 2 1/20/2016 8:53 AM I
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:
I hereby name and appoint: LUIS COLLAZO
an agent of: 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:
1207 RANDOLPH ST. 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 Il
STATE OF FLORIDA
COUNTY OF',;emIu
The foregoing instrument was acknowledged before me this g1day of V J , 200L
0, by WAYNE T. BURNETT who is personally -known to
me or who has produced as identification
and who did (did not)-fakqAn o h. Signature ' (
Notary
Seal) owa Inn, A Print
or type name 01
9
Notary Public - State of ommission
No. c
My Commission Expires: t Rev.
08.1
Vn niY=H YlHlflhl i1!WW1114 YIYIIIiv11 Ila>o1 ntfl l flllt IhAfwll Ilf[IYi Y :Yi 1 1'
r
RECORD COPY
n City of Sanford
Building and Fire Prevention
Product Approval Sp cification Form
V\LDING
Permit #
1 6- 3 9 2 SANFORD
PAR
Project Location Address 1 Zc
111
a(\ 92 -T S il rC4
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.floridabuildinci.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
Sliding
Sectional
Roll U
Automatic DATE
Other
2. Windows
Single Hung C la `t cc, a Ck
Horizontal Slider
Casement
Double Hun
Fixed FORD BUILDING QntL$1QN,,
Awning A PEI IMIT ISSUED SHALL BE CONSTRUED TO St A
Pass Through LICEN E TO PROCEED WITH THE WORK AND ROT AS
Projected ASIDE ANY OF THE PROVISIONS OF THE TECHNICL
Mullions CODES, NOR SHALL ISSUANCE OF A PERMIT PRB ENT
Wind Breaker REQL RING A CORRECTION OF ERRORS IN PLA S,
Dual Action LM IS I HUL; I ION OR VIOLATIONS OF THIS COD
Other
June 2014 1
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
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
6. Shutters
Accordion
Bahama
Colonial
Roll u
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 _ W ao rQ AIU)-las
Please Print)
June 2014
FHA. '. DIAGRAtVi`SHEET
Glorbela
Fionno-improv®more¢
associa8os
CUSTOMER NAME 'LEAD NUMBER ' TYPE OF PROPERTY - FLOOR No Roof Helkht I - y . MEASLIRETECH
1 , , ! , II , , i i i , , I i , 1 , , , 1 , I , i I , ,
0
Florida Building Code Online Page 1 of 3
Rp d B=Horm I t.Op]n 1 UserReglstratlon I Hot Topts I Slbvdtsurcharge I stets&FscM,l
rB u/sr%Ines
I rotssi ) yna
Product Approval
a t SER:Public Uw
Regulation
Prod__ Aooroval Menu > Awlkatton List > Application Detdil
FL # FL4091-R7
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived p
7y
4-
r r
PubikatlOfs I MC D-ff I e05 SRa HID I LIRE I Sca'Ch I
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
352) 368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.oc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
352) 368-6922 Ext 291
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 windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
M 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
Lucas A. Turner
PE-58201
Keystone Certifications, Inc.
07/21/2020
Steven M. Urich, PE
EZ Validation Checklist - Hardcopy Received
rl-4091 R7 COI EvalReo CWS-154E (SH-8100. NI).ndf
Standard
AAMA/ W D MA/CSA/ 101/I.S.2/A440-05
AAMA/WDMA/CSA/101/I.S.2/A440-08
ASTM E1300-04
PA TAS 202
Year
2005
2008
2004
1994
http://www.floridabuilding.orglprlpr_app dtl.aspx?param--wGEVXQwtDquz931%2b4g5fa... 6/24/2015
Florida Building Code Online Page 2 of 3
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/09/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
SummarV of Products
FL # Model, Number or Name Description
4091.1 SH-8100 8100 Vinyl Flange/Fin Frame Single Hung
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4091 R7 II CWS-154E (SH-8100 NIA
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No
Design Pressure: +50/-50
Created by Independent Third Party: Yes
Evaluation Reports
Other: SH-8100, Max. size 53.125" x 76. Glass compiles FL4091 R7 AE EvalReo CWS-154E (SH-8100. NI).Ddf
Created by Independent Third Party: YeswithASTME1300-04.
4091.2 SH-8100 SH-8100 Vinyl Single Hung, Non -Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL4091 R7 11 CWS-4855 (SH-8100. 52x71. N1).odf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressures N/A Evaluation Reports
Other. SH-6100 Vinyl Single Hung, OX, Max. size 52" x FL4091 R7 AE EvalReo CWS-485B (5H-8100 52x71
71', see installation dwgs. for DP. Glass compiles with ASTM NI). df
E1300-04. FL4091 R7 AE Quanex (Mlkron) NOA 12-1017 02.Ddf
Created by Independent Third Party: Yes
4091.3 SH-8100 Continuous Head & Sill SH-8100 Vinyl Single Hung, Continuous Head & Sill, Non -
Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4091 R7 H CWS-4428 (SH-8100 74x63 ContHdSi
NI),DdApprovedforuseoutsideHVHZ: Yes
Impact Resistant No Verified By: Lucas A. Turner 58201
Design Pressure: N/A
other: SH-8100 Cont. Hd. & Sill, Max. size 72 7/8" x 61
3/4", DP +67.5/-70 psf. Glass complies with ASTM E1300-
04.
Created by Independent Third Party: Yes
Evaluation Reports
EL4091 R7 AE EvalReo CWS-442B (SH-8100 74x63
ContHdSl, NI).Ddf
Created by Independent Third Party: Yes
4091.4 SH-6100 Continuous Head & Sill SH-8100 Vinyl Single Hung, Cont. Head & Sill, Non -Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4091 R7 11 CWS-492B (SH-8100. 74x72. ContHdSl.
NI),odApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Verified By: Lucas A. Turner 58201
Design Pressure: N/A
Other: SH-8100 Cont. Hd. & Sill, Max. size 74 1/8" x 72",
see chart on installation dwgs. for OP. Glass complies with
Created by Independent Third Party: Yes
Evaluation Reports
FL4091 R7 AE EvalReo CWS-492B (SH-B100 74x72.
ASTM E130D-04. ContHdSI. NI).DdF
Created by Independent Third Party: Yes
4091.5 j SH-8100 Orlel 8100 Vinyl Single Hung Oriel w/ HD Meet. Rail
Limits of Use Installation Instructions
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
FL4091 R7 II CWS-293C (SH-8100. 52x96. N11.Ddf
Verified By: Lucas A. Turner 58201
Impact Resistant: No
Design Pressure: +60/-60
Created by Independent Third Party: Yes
Evaluation Reports
Other: SH-8100, Max. size 52" x 96", Oriel. Glass complies
with ASTM E1300-04.
FL4091 R7 AE EvalRen_ CWS-293C (SH-8100. 52x96.
NI),odf
Created by independent Third Party: Yes
Ncrt
Uf .I i II i T,; 1 : ti i
http://Www.floridabuilding.orglprlpr app_dil.aspx?param---vGEVXQwtDquz9310lo2b4g5fa... 6/24/2015
a rn4w 'wiw aa w'aT u uu+a llw w
Florida Building Code Online Page 3 of 3
The State of Florida IS an AA/EEO employer. Conyright 2007-2013;k Privacy Statement ;; Acros;lblllty Stattment ;; Rfhmd Ctatemerrt
Under Florida law, emall addresses are public records. If you do not want your e-mail address released in response to a publk-reeords request do not send
electronic mall 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 Oddber 1, 2012, licensees licensed under Chapter455, F.S. must provide the Oepartrnant with an emall address If
they have one. The emalls provided may be used for oMciai communication with the 11cersee. However enall addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an enroll address which can be made available to the public. 7o determine If you are a licensee under
Chapter 455, FS., please dick ham€.
product Approval Accepts:
In ® r
err . SAFE
http://www.floridabuUding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5fa... 6/24/2015
URNER
ENGINEERING &
CONSULTING. INC.
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report 154E
April 3, 2015
Product Description: Series 8100 PVC Single Hung Window, Non Impact, 53 1/8" x 76" unit
size, 54 3/8" x 77 1/4" flange size
Manufacturer: Custom Window Systems, Inc. 1900 SW 440' 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 5t' Edition (2014) Florida Building Code outside the High Velocity
Hurricane 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-154E, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3809-1 and -lA, from National Certified Testing Laboratories,
Orlando, FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08
4) Supplemental Calculations to support CWS-154E, signed and sealed by Lucas A. Turner,
P.E.
Installation: Units must be installed according to approval document CWS-154E.
Limitations of Use: This product:
May be used in the configurations and sizes and with daylight openings as indicated in
CWS-154E
Achieves design pressures as indicated in comparative analysis table in CWS-154E
Is non -impact and requires the use of shutters in windborne debris regions
May not be used in the High Velocity Hurricane Zone
Requires glass as shown in CWS-154E
Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-154E
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.
No 58201
srAa of rw+u 4/3/2015
o
P.•,,.` Lucas A. Turner, P.E.
FL PE #58201
Lucas A. Turner, P.E.
201 M4-03
10:00-04:00
SINGLE HUNG -MOM-IMPACT
SHOWN w/DIFFERENT OPTIONS)
54 3/8
MAX OVERALL
RANGE WIDTH
MAX RALL _
531/F FLANGE WIDTH
MAX UNIT WIDTH
48 18M6'
GLA55 DLO
831/8'
MAX UNITWIDTH
A do 4815/16" —
GLASS DLO
OVE GEL
W13}
IdAX
B
O IFBI
SS MAX
OVERALL
FLANGEIHEIGHT O
38
8 485I18 i
EQUAL SPLIT
54 3A1'
MAX OVERALL
RANGE WIDTH
531/9'
MAX UNIT WIDTH~
4815/16" --
GLASS DLO
101
X
F+— 46 SMW --{
GLASS OLD
60/40 SPLIT ORIEL
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS ....1
DP CHARTS & GLAZING DETAIL.-.-.2
SECTION VIEWS & ALT. FRAME......-S
EXTRUSIONS & B.O.M. .................... . .. 4
ANCHOR SCHEDULE & NOTES._ ....... 5
INSTALLATION DETAILS.....................6
UNIT
HEIGHT30 3/16.
MAX X
F-- 46 5/16"
GLASS DLO
5 HI SASH ORIEL
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION.
2. GLAZING OPTIONS: (SEE SHEET 2)
3. CONFIGURATIONS:'O/X".
4. DESIGN PRESSURE RATING (SEE SHEET 2):
NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-13OD-04.
POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-13OD-04.
13611ir 5. ANCHORAGE: THE 33113%STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR
DETAILS. W INDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD
ANCHOR CALCULATIONS.
T 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
GLASS
OLD7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT
USED AT FIXED MEETING RAIL AND JAMB.
a SERIES / MODEL DESIGNATION SH-810D.
9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
X - OPERABLE SASH, O - FIXED SASH
10. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL
ELEVATIONS IN A SIMILAR LOCATION.
11. EXTERNAL WEEP SLOT -1 /2' x 2-1 /2' LOCATED 4' FROM BOTH ENDS.
LucasTurner
2015-04-03
09:55-04:00
CO E DESIGN PRESSURE RATING IMPACT RATING
QUAL
5 HI OR
53-1/8" x 76"
x 68-1/4"
SEE COMPARATIVE ANALYSIS
CHART, SHEET 2
NONE
NONE
60/40 ORIEL 53-1/8" x 62-1 ' , NONE
WINDM SYSTEMS L--
1900 SW 44TH AVE
OCALA, FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
NON -IMPACT
R
4
J; No 5E201
oi
it_ STATE OF
X
4/3/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
BAT 04/29/08
rREVZ
CWS-154 E
SHEET
1:33.33 1 OF 6
Design Pressures (PS with Glass Types A, B, C, or D
Unit Sash UnitVAdths In.
Helghts)in.) Heights(in.) 23 1/2 27 2/2 29 1/2 31 2 35 1/2 39 2 41 2 43 1/2 47 1/2 51 2 53 1/8
35 1/2
39 1/2
17
19
50/-75
50/ -75
50/-75
50/-75
50 -75
50/-75
50/-75
50/-75
50/-75
50/-75
50/-75
50/-75
50/-75
50/-75
50/-75
50/-75
50/-75
SO/ -75
50/-75
50/-75
50/-75
50 -75
41 1/2
43 2
20
1 21
50/-75
50/-75
50/-75
50/-75
50/ -75
50/-75
50 -75
50./-75
50 -75
50/-75
50/-75
50 -75
50/.75
50/-75
50/-75
50/-75
50/-75
50/-75
50/-75
50 -73.4
50 /-73.1
50/-70.6
47 1/2
51 1/2
23
25 50/-7575
50/-
75L+50
75 50/-75
50/-75
50/-75
50/-75
50/-75
50/-75
50/-75
50/-75
50 -75
50 -75
50/-75
50 -75
50/-75
50/-727
50/-68.9
50 -65.2
50 -66.2
50/-62.6
53 2 26 50/-7575 50/-75 50 -75 SD/-75 50/-75 50/-75 50/-75 50 -71 50/-53.6 50 -61
55 1/2
59 1/2
27
29
50/-7575
50/-7575
50/-75
50/-75
50/-75
50/-75
50/-75
50/-75
50/-75
50/-75
50 -75
50/-75
50/-75
50/-75
SQ -69.5
50 /-66.8
50/-621
50 -59.5
SO -59.5
50/-57
63 1/2 31 50/-75 2.9 50/-72 50 -71.6 50 -7L6 50 -7L6 50/-7L6 50 -7L6 50 -64.6 50 -57.3 50 -54.8
65 2
67 1/2
71 1/2
32
33
35
50 -73.2
50/-69.8
50/-64
50/-69.1
50/-65.6
50 -54.7
50 -68
50 -64.4
50/-583 M+50/-SL5
50/-67.3
50 -63.4
50/-56.5
50 -67.3
501-63.4
50 -56.5
50/-67.3
50/-63.4
50 -56.5
50/-67.3
50 -63 4
50/-56.5
50 -616
50 -627
50/-56.5
50 -56.4
50/-55.5
50 -53.9
50 -53.9
50/-53
50/-51.5
74 4 35 5/8 50/-59.9 50/-55.6 50/-54.1+50/-SLS 50 -SL7 50/-SL7 50/-SL7 50 -SL7 50/-SL7
76 37 1/4 SO -S&5 50 -S4.1 50/-526 50/-50.2 SO/-50 50 -50 50/-50 50/-50 50/-50 50/-50
7B" OVERALL 7/8' OVERALL 7/8' OVERALL 7/e' OVERALL
VB" ANNEALED 3/19'
ANNEALEDF-
W TEMPERED 3/16- TEMPERED
Y AIR SPACE lrZ AIRSPACE 51B' AIRSPACE 112" AIRSPACE
iffl' ANNEALED 311V ANNEALED UH' TEMPERED 3/18- TEMPERED
PURFECI GLAZE9f PUR GL.AZZE" SIKAFLED(ORPDIIFECTbG1AZE'Fi' SIKAFLEX 26R
PURFECT GLAZE `W
12' GLASS BITE 1/Y GLASS SITE 1Pl GLASS SITE 1/7' GLASS SITE
TYPE A
NOTE:
IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE
GLASS TYPE B
uU
GLASS TYPE D
19M SW 44TH AVE.
OCALA, FLORIDA 34474
WW W.CWS.CC
8100 PVC
SINGLE HUNG
NON -IMPACT
No 58201
STATE OF
4/3/2015
LUCAS A. TURNER, P.E.
FL PE # 5=1
1239 JABARA AVE,
NORTH PORT, FL 34288
PH. 941-380.1574
SWEET DESCPAPTK)W-
COMPARATIVE ANALYSIS
AND GLAZING DETAILS
BAT 04/29/08
DWTr. -
CWS-154 E
SHEET
1:1 20F6
INTERIOR WMOWMTEMM
1900 SW 44TH AVE.
OCALA, FLORIDA$4474
t t
WWW.CWS.CC
8100 PVC
SINGLE HUNG
NON -IMPACT
1
oaoot
YWO{yWPQ Wo m3t114
SECTION B-B
O V y roZzNOTE: LEFT SIDE SHOWS FIXED SECTION VIEW,
RIGHT SIDESHOWS SASH SECTION VIEW. a_ 2 05
NaLLZW
4
1
s
s
INTERIOR w o o W< z
oll!ffiurn,' Oc-••
OG FTti es
3 i No SR201 STATE
OF PW3l2tt y0i
4l015 LUCAS
A. TURNER, P.E. FL
PE # 58W1 1239
JABARA AVE. NORTH
PORT, FL 34288 PH.
941-380-1574 SECTION
C-C ALTERNATE
FIN FRAME BHEET
DESUOMM: SECTION
A -A SECTION VIEWS SAT
04/2903 NOTE:
ITEMS NOT SHOWN FOR CLARITY: DWUr.
CWS-
154 E 20, 23, 25.26, 31, 38, 37, 44, 51-62. 55.56, 64, 67-68 12
SHEET
3OF6
PARTS L6r
ITEM PARre DESciupnoN VENDOR I MATERIAL
1 H•6031 Main Fr. SH, YdFIg., PVC, Head Mlkron vl 1
2 H-6031 Main Fr_, SH, w/Fl ., PVC, Vill Milano Vnrly
3 K8031 Main Fr., SH, w/Fly., PVC, L Jb. Mlkron Vinyl
4 H 803, Main Fr., SH, w/Flg., PVG, R. Jb. Ikron Vi11yl
5 H-1836 Meet. Rail, Fxd. Keymiuk Alum
8 H-6W Sash Meet. Rail, PVC Mlkron Vlrryi
9 H-1497 Reinf. Sash Moat, Rail KeyRN Alum
10 ash Bottom Rail, PVC Mlkron Vinyl
12 H-6004 Sash . Rail Mlkron Vinyl
13 E 1498 ReInt. S. .RJ .S.R Ka mark Alum
14 64 Glz. Ed., 7/8',Fxcf Mlkron Vinyl
15 S-6064 Giz. Ed„ 7/8',Fx ., Vert. Mlkron Vinyl
15 S5064 Glz. Ed., 7/8',Sash, Hodz. Mlkron vinyl
17 S-6064 Gtz. ., 7/6",sash Vert. Mlkron Vi I
18 S-6013 Scm. Adapt., w/Nib, PVC, Horiz. Mlkron Vinyl
19 14 Scm. Adapt., PVC, Van. Mlkron Vinyl
20 S-6M9 Sash Stop f Fillor, PVC, Vert. Mikron Vinyl
24 P-2190 Balance Est
25 3059 Sash Cam, PVC Est Plastic
26 P-3046 Take Out Clip BSI SS
27 P-3783 Lock, Impact, PVC bledock
28 P-4069 Keepor, Impact, PVC Interlock 2amac
30 P-4479 Weep Cofer w( Flap Gaer Plant c
32 3429 Wstp., 0270 x .187 back FInSea , Gray Uft ab
33 P3429 W s ac ., 0.270 x .187 bk as , refab
34 P3429 Wsl ., 0.270 x .187 back Finssal, Gray UArafab
35 P3429 Wst ., 0.270 x .187 back F&ISeat, Gray Ultrafab
36 3429 Wstp., 0.270 x .187 back InSeel, Gray Ultratab
37 P4M8 8 x 2.1/2 PH Nod. Truss Type A, Tek 2 Ajax Steel
38 F3768 8 X 0.625 Ph PH EMS FhBI City Steel
39 P-4051 W 8 x 1.250 Ph FH TEK, Wilt. Fhlb City Steal
40 P-4264 8 x 314 FH PH w/#6 Head, TEK, WE Hub CitySt
44 P3342 Seam Sealer, 9M5504 Schnee
45 P3752 Ca plu , 7/0 Hole M&M Ion
46 P3438 Slkalex 552 or Ptaieat Glaze'Fr 3 a/Hankel
48 7-W52 Set. Slk., 85 Dur., 1/8- x 518" x 2' Lg. F. Lon Rubber
51 P-3881 T . (NFRC/DP)
52 P-3613 CWS Lbl. Vow -)—Pro Label
53 Glass, Flxad Sea sheet 3)
54 lass, Sash (See Sheet 3
55 P3281 Epatmr (see sheet 3) Duraseal
58 P3281 Spacer se9 sheet 3) Duraseal
62 P-3218 SCreon ram. Had.. Allmetal Alum
63 P-3218 Screen Frame, Van. Allmetal A
64 P3321 Screen Frame Cornsr Key AOmstal Plastic
65 P-3581 Screen Colh, 18 x 16 Foerg ass 8011arm Fibeows
66 P3228 Screen Spline, .165 DFa., Blk. pap Vinyl
67 P3029 Screen Pull Tab Summit Akm
68 3039 SCrean Epring' SS FI. Screen
69 6026 Mahn Fr., SH, w/Fln., PVC Mlkron VI
70 P-3113 Screw Support for PVC T. Plastics I Nylon
71 1 E-6063 lFixed Rail Cowr Miklon I Vinyl
LINE ITEMS NOT USED:
6-7,11, 21-23, 29, 31, 41-43, 47, 49-50, 57-61 NOTE., ALL EXTRUSIONS AR
PVC FRAME FIN
H-8026
oit8•
1
PVC SCREEN SCREEN SUPPORT
S-6014
1 1oi18'
FE-
1 518'
t
1f18"
PVC SASH BTM. RAIL
H-6028
1 3/18'
1
s/e"
IlL v,e`
PVC SASH SIDE RAIL
H-6004
1 118`
IM
1
t/18'
PVC SCREEN CATCH
S-6013
oig 3!4`
3/1 s'
1l16^ 1/16'
REINF. SASH MTG. RAIL REINF. SSR/SSR
H-1497 8-1498
1/2" --
23n8' `
g•`I
1
SCREW SUPPORT
P-3113
e ALUMINUM S063-T6 UNLESS OTHERWISE NOTED.
r-23/16'
8
7H6•
PVC SASH MTG. RAIL
H-6027
t 12"
s
2 t!8'
1la•
FIXED MTG. RAIL
H-1836
1
12115 i-@
1/,8•
PVC SASH STOP
S-6029
t
1
PVC GLAZING BEAD
S•6064
9N 6'
1
1 oils'
ins,
PVC FIXED RAIL COVER
S-6063
FRAME CORNER
CONSTRUCTION 29UNEd
I=SW 44TH AVE.
OCALA, FLORIDA34474
W WW.CWS.CC
8100 PVCCORNERWELD
ALLSIDES) SINGLE HUNG NON -
IMPACT I[
I N Y
W rk
laRnW--¢ nL
W W F00ED
MEETIN3 RAIL 8CREWEDTOGETHER
WITH c 4 12 OUTERFRAME
LL c N
LL
N
6 LLLL¢ W
ELw
S 0 a 9
5 E CW3 v .'
Ne 58201 w
t
STATE OF 4=
015 LUCAS
A. TURNER, P.E. FL
PE 4 58201 1239
JABARA AVE. NORTH
PORT, FL 34288 PH.
941-380-1574 ISOM
AND EXTRUSIONS BAT
1 04/29/08 fi -
CWS-
154 E SHEET
1.
8 4OF6
14! m
V MA
r: MA
MAN
4-
T
AN
4- MAX (TYP)
4• MAX (TYP.)
6• MAX O.C.
rYP.)
THRU FRAME ANCHOR
AT RXEb MEETING RAII
n'P•)
YTE 2
WSTALLATION
ANCHORS TYP.
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4% USE SHIMS WHERE SPACE GREATER THAN 1/16' IS PRESENT. LOAD BEARING SHIMS SHALL BECONSTRUCTEDOFHMDENSITYPLASTICORBETTER. WOOD SHIMS ARE NOT ALLOWED.
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET S.
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 MUSTBEPROTECTEDTOPREVENTREACTION.
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 MINIMUMSPECIFIEDINTABLE1, SHEET 6.
S. ANCHOR EMBEDMENTTO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCREfE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS. IF USED, INTO SUBSTRATE -1X BUCKS AREOPTIONAL
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONRY, 1 • FOR WOOD AND METAL
S. 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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OFTHE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS). FNWAAMA 200(FLANGE WINDOWS), FMAIWDMA250(BOXWINDOWS),FMA/AAMAAVDMA30O(EXTERIORDOORS)
J
19110 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWs.CC
8100 PVC
SINGLE HUNG
NON -IMPACT
I
a
Jt NO 58201 ¢?
WO, STATE OF l&
Lp[DR Oh:
rrr i4 loop ;
zlo-
4/32015
LUCAS A. TURNER, P.E.
FL PE A 5S201
1239 JABARA AVE.
NORTH PORT, FL 34208
PH.941-300-1574
iHEU IDN:
ANCHOR SCHEDULE AN
NOTES
BAT 04/29/08
R
CWS-154 E
SHEET
1:25 5 OF 6
TYPICAL HEAD ANCHORAGE
MIN. EDGE DIST.
SEE TABLE 1
SUBSTRATE BY OTHERS
SEE TABLE 1
MIN. EMBEDME
PERIMETER SEALANT SEE TABLE 1
BY INSTALLER
ONSIDE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLER 114' MAX SHIM
INSTALLATION ANCHOR
SEE TABLE 1
SEALANT BEHIND
FLANGE BY OSTALLER
PERIMETER SEALANT
1/4' MAX BRIM
MIN. EM9EDMENBYINSTALLERSEETABLE1INSIDEANDOUT
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN. EDGE DI3T.
6EE TABLE 1
INSTALLATION
SEE TABLE 1
MIN. EMBEDMENT
SEE TABLE 1
1/4' MAX SHIM —
BY OTHERS
SEE TABLE 1
MIN. EDGE Di
SEE TABLE 1
SEALANT
PERIMETER SEALANT
BY INSTALLER
INSIDE AND OUT
BEHIND
FLANGE BY INSTALLER
L=IAGE
TABLE 1: APPROVED INSTALLATION FASTENERS
FR
LANGE CONCRETE (2.0 KSI MIN.) 3/16' ITW TAPOON 1'
FLANGE W—M1- 2'
FLANGE CONCRETE (256 KSI MIN.) 3/16• ELCO ULTRACON 1' 1'
FLANGE GROUT FILLED CMU (ASTM C-90) 3/16' ELCO ULTRACON 1.1/4' 2-1/Y
FLANGE 2XMIN. SOUTHERN PINE (G-O.R 1B' ITW TAPCON
OR ELCO ULTRACON 71W
FLANGE 2XMIN. SOUTHERN PINE (0-0.55) S10 WOOD SCREW 1-3/8' 7/8'
FLANGE 18 GAUGE (0.OW) MIN. STEEL STUD
33 KSI YIELD MIN)
10-16HILTI KW KC FLEXOR ITW
TEKS SELF-DRLING SCREW
FULL THREAD
THRU 0.0- 7/18'
FLANGE 1/B' ALUM, (BD63.75 M W) OR
11W STEEL (33 KSI MIN.)
810 GRADE 5 SELFTAPPNG /
DRA.LING SCREW
FULLTHREAD THRU
0.125' 7/18' FIN
2XMU SOUTHERN PDT (G-0.65) 1N10 WOOD SCREW 1-1/2 1/Z 20
MIN.
EDGE DIST. SUBSTRATE VVINIMM
SYSTEM SEE
TABLE 1 BY OTHERS 1900 SW 44TH AVE. 11'
r MAX SHIM SEE
TABLE 1 OCALA, FLORIDA34474 W
W W.CWS.CC 8100
PVC SINGLE
HUNG MR
SEE
TABLE 1 Nr
NON -
IMPACT v!
N PERIMETER
SEALANT INSIDE
ADOUTo a o Ys
wp 4j
Q LL
Wp 6
m NISTALLATION
ANCHOR SEETABLEI
SEALANT
BEHIND FIN
BY RSTALLER 22 HORIZONTAL
SECTION a 22 V
TYPICAL RN ANCHORAGE HEAD
AND SILL SIMILAR FOR FIN INSTALLATION Z a
2 d aO ti :
No 58201 `A W
O
S 39%
STATH OF ,'NUJ 110,O zz
4/
3=15 LUCAS
A. TURNER, P.E. FL
PE S 582D1 PERIMETER
SEALANT 1239 JABARA AVE INSTALLERIN
INSIDEAND OUT NORTH PORT, FL 34288 HORIZONTAL
SECTION PH. 941.98Q-1574 B
BOXFRAME INSTALLATION 91EET SPAILAR
FOR SILL AND JAMBS FOR BOX INSTALLATION INSTALLATION
DETAILS FLANGE
REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP
TO AND INCLUDING A BOX FRAME APPLICATION IS ACCEPTABLE PROVIDED: oFtA MIN.
1/4' FILLET OF CONSTRUCTION -GRADE ADHESFVE CAULK IS APPLIED BAT
URNW
04129/
OS INSIDE
AND OUT, FULL PERIMETER, BY INSTALLER CWS
154 E PRODUCTANCHORAGEISINACCORDANCEWITHREQUIREMENTSASSHOWN
FOR FLANGE WINDOWS. SCALE SHEET 12
6OF6
REQUIREDED INSPECTION SEQUENCE 4.1.
Rpff //_ . 24,E
BUILDING PERMIT
Minn Max Inspection Description
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour
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 .Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo
Final Demo
Final Single Family Residence
Final Building (Other)
Address: 1a4)-1 Q -.. -Dk G-.
ELECTRICAL PERMIT
Min Max Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Min Max Inspection IIDeScri tion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
IMECHANWAL(PiERMiT
Min Max Inspection Description
Mechanical Rou h
Mechanical Final
Min Max Inspection Description
Gas Underground
Gas Rough
Gas Final
REVISED: June 2014