HomeMy WebLinkAbout911 Orange AveRECEIVED
CITY OF SANFORDDEC162010BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: /' Documented Construction Value: $ _Zf5 04
Job Address: all Qnnyq-P, Avg Sct xpQrd
Lj t,
Parcel ID: 25- lq-30 --5AG-"l(0r-o080
Description of Work: .,P—p " S)1 , , " / ,
Plan Review Contact Person:
Phone: Fax:
Historic District: Yes No
Zoning:i= Dnin.t ir
E-mail:
Property Owner Information
Title:
Name. iJ G S+ee_An I IU G Phone: Ao-7- '7 •?-1 —
Street: 1b19?3 (0 Vi lj to Vj e,u) Qr +k io1 Resident of property? : kloi,l L
City, State Zip: OrlGt ndn , EL- 3Z Ste
Contractor Information
Name AR Phone: 40-7- AiG -10845
Street: 132-0 S 0 62-atnd e/ Aa/,-_, Fax: 407 — 3 0-2 — fb 9 (,2
City, State Zip: SG:A rd , f'-L- 32-771- Z7 K6 State License No.: CG C 15 0 x 4=-7 t Name:
Street:
City,
St, Zip: Bonding
Company: Address:
uoalG Building
Permit 03 41N h Square
Architect/
Engineer Information Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
RMIT
INFORMATION; @i (
Siw i , iSF $l ,,J;LGi lS T r,r ruction
Type: No. of Stories: No.
of Dwelling Units: Flood Zone: Electrical
New
Service - No. of AMPS: Mechanical (
Duct layout required for new systems) Plumbing
New
Construction - No. of Fixtures: Fire
Sprinkler/Alarm 11 No. of heads:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify than 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 THE
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 ofpermit 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 submitted, 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.
IZL -, / fl'4' LS i' t/-, /" 4, 12— (—C o
ignature of Wer/Agent / D to Signature ofContractor/Agent Date
7NNEA EN Ikke MNf
Print Owner/Agent's Name
f
Signa e of Notary -State of iorida v --DAte
Owner/Agent is
Produced ID
s
APPROVALS
I
i
COMMENTS:
Rev 11.08
r`pv pub•.•
s
S DRA ROIREZ
No! y Pubti - 5`tate of Florida
My C xpires Nov 12, 2012
rF Commission # DD 837352OFFOp `,` Bnnded Through National Notary Assn.
A 40L ,
Print Contractor/Agent's Name
e
6 40
as r pia •. SANDRA K MgIREZ
Notary Public - State of Florida
My Comm. Expires Nov 12, 2012
irF 0F`pP C ommission # DD 837352 Bonded
Through National Notary Assn. Personally
Known to Me or Contractor/Agent is Persona Type
of ID Produced ID Type of ID ZONING:
UTILITIES: ENGINEERING:
WASTE
WATER: BUILDING:
2 or
A.R. CONSTRUCTION AND REALTY, INC.
1320 S. Oleander Ave.
SilkNFORD, FL 32771
407-416-0845 FAX 407-302-1696
December 14, 2010
Andrea Sibley
8836 Villa View Cir. #101
Orlando, FL 32821
Re: Estimate to repair siding, window and doors, at 911 Orange Ave. Sanford.
Parcel ID # 25-19-30-5AG-11 OF-0080
Dear Ms. Sibley:
Please consider our firm's estimate for the above referenced project for a lump sum of
Two Thousand Five Hundred dollars ($2,500.00). Labor and materials included.
Work to include:
Removal and replacement of siding approx. 968 sq. ft.
One (1) window
Two (2) doors
Due to market price changes for materials and labor, this estimate price is good for 30
days. All work will be done in accordance with state and local codes and quality
workmanship. We look forward to working with you on this project. Should you have
any questions or concerns please do not hesitate to contact us.
Sincerely,
kwwj) 9&
Andrew Rolle CGC
Acceptance of Estimate
The above prices, specifications and conditions are satisfactory and hereby accepted.
You are authorized to do the work as specified. Payment will be made as outlined in
contract.
Date •-L e v Signature / :::r
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of I
PARCqs-
DAWD JOHN5ON, CFA,ASA
PROPERTY
A&PhAQSER1, K3EidiNOLECOUNTY/FL
11101 E. Fhxsrsir6AHFORD,
FL3277t-1468 40'
7-665-756 E 9TH
ST 0 Za
110E
o m 1
a Y a
d
m m E
LOTH
y . F
fr .
x
2
110E
d
VALUE
SUMMARY
GENERAL VALUES
2011
Workinq 2610
Certified
Value
Method
Cost/Market Cost/Market Parcel Id: 25-19-30-5AG-11OF-0080 Number of
Buildings 1 1 Owner: DGSTEELEINCDepreciatedBldg
Value 40,342 42,886 Own/Addr: Depreciated EXFT
Value 0 0 Mailing Address: 8836 VILLA VIEW CIR #101 Land Value (
Market) 12,816 12,816 City,State,ZipCode: ORLANDO FL 32821 Land Value
Ag 0 0 Property Address: 911 ORANGE AVE Just/MarkeYValue
53,158 55,702 Subdivision Name: SANFORD TOWN OF Tax District:
S1-SANFORD Portablity Adj 0 0 Exemptions: Save
Our Homes Adj 0 0 Dor: 01-
SINGLE FAMILY Amendment 1 Adj 0 0 Assessed Value (
SOH) 53,158 55,702 Tax Estimator
2011 TAXABLE
VALUE WORKING ESTIMATE Taxing Authority
Assessment Value Exempt Values Taxable Value County General
Fund 53,158 0 53,158 Amendment 1
adjustment is not applicable to school assessment) Schools 53,158 0 53,158 City Sanford
53,158 0 53,158 SJWM(Saint
Johns Water Management) 53,158 0 53,158 County Bonds
53,158 0 53,158 The taxable
values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES Deed
Date
Book Page Amount Vac/imp Qualified SPECIAL WARRANTY
DEED 07/2010 07426 0485 $18,000 Improved No 2010 VALUE SUMMARY CERTIFICATE OF
TITLE 04/2010 07364 0218 $100 Improved No 2010 Tax Bill Amount: $1,119 WARRANTY DEED
10/2003 06553 1749 $100 Improved No 2010 Certified Taxable Value and Taxes DOES NOT
INCLUDE NON -AD VALOREM ASSESSMENTS WARRANTY DEED10/2003 05116 1429 $17,000 Improved No WARRANTY. DEED
01/1973 00970 0652 $13,800 Improved Yes Find Comparable
Sales within this Subdivision LAND LEGAL
DESCRIPTION Land Assess
Method . Frontage Depth Land Units Unit Price Land Value PLATS:; Pick... 01 FRONT FOOT &
DEPTH 64 117 .000 225.00 $12,816 LEG LOT 8 BLK 11 TR F TOWN'OF SANFORD PB 1 PG 56 BUILDING INFORMATION
Bid Num
Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Building
Sketch
1
SINGLE FAMILY 1971 3 1,012 1,012 1,012 SIDING AVG $40,342 $50,428 Sket NOTE: Appendage.
Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed
NOTE: Assessed
values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you
recently purchased a homesteaded property your next ear's property tax will be based on. Just/Market value.,. http://www.
scpafl.org/web/re_web.seminole_county_title?parcel=2519305AG 1-1 OF0080... 12/16/2010
www.suribiz.org,-'Department,of State Page I of 2
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Detail by Entity Name
Florida Profit Corporation
D:G. STEELE INC.
Filing, Information
Document Number P10000041637
FEI/EIN Number .NONE
Date: Filed 05/13/2010
State FL
Status ACTIVE
Principal Address
122 VISTA VERDI CIR., #324
HEATHROW FL 32746
Changed 10/29/2010
Mailing Address
122V18TA VERDI CIR., #324
HEATHROWN FL 32746
Changed 10/29/2010
Registered Agent Name & Address
SPIEGEL & UTRERA, P.A.
1840 SW 22ND ST.
4TH''FLO0R`
MIAMI FL'33145 US
Officer/Director Detail
Name,& Address
Title-DPST
SIBLEY„ ANDREA
8836 VILLA VIEW CIRCLE #101
ORLANDO FL 3282.1
Title DV
SIBLEY, KHISTINA.
8836 VILLA VIEW CIRCLE #101
ORLANDO FL•32821-
Annual:Re0orts
No Annual Reports Filed
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Ifell 10011oil o1111a11I1tl1111I111111IlIIIIIifIII!IIIn11B61IIBI1 Permit No.
Tax Folio
No. NOTICE OF
COMMENCEMENT State of
Florida County of
Seminole 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. MARYANNE MORSE,
CLERK OF CIRCUIT COURT SEMINOLE COUNTY
PK 07497
Rg 0923; t1pg) CLERK'S
0 2010144270 RECORDED 12/
161,2010 10:43:26 AM RECORDING FEES
10.00 RECORDED BY
J Eckenroth(all) Description of
property: (legal description of the property, and street address if available) 0 2. General
description of improvement: 3. Owner
information: Name: IBC S' c /A L Address: ItZ
VIS2V VEADI 0ILCc11 1L3'Z-'t 1Fr l t>ov t( 3 fly b. Interest
in property: (-) LA) -11 "e- c. Name
and address of fee simple titleholder (if other than owner): Name: NA o 1,,A tr Address: 4.
Contractc
c. Address:
Surety N
Address: b.
Amount
6. Lender:
Name: M O lA C L{oAS_
Address: 6MJT1
CLERK b. Lender'
s phone number: -DEC,._I 6 , 2010- se Ta.
PersonswithintheStateofFloridadesignatedbyOwneruponwhomnoticesorotherdocumentsmayber,,ed as provided by
Section 713.13(1)(a)7., Florida Statutes: Name: Address: 8.
a.
In addition to himself or herself, Owner designates of to receive a copy of the Lienor's
Notice as provided in Section 713.13(1)(b), Florida Statutes. b. Phone
number of person or entity designated by owner: 9. Expiration
date of notice of commencement (the expiration date is 1 year from the 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:'/_ ry
Signature of
Owne or Owner's Authorized Offcce• /Director/Partner/Manager Signatory's Title/Office The foregoing
instrument was acknowledged before me this day of , (year) , by (name of person) as (type of authority.... e.
g. officer, trustee, attorney in fact) for (name of party on behalf of whominstrument was.executed) . SEAL) Signature
of
Notary Public Personally Known
OR Produced Identification (/ Type of Identification Produced Verification pursuant
to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the facts
state '6wit are true to, Ali" b t of my knowledge and belief. Signatu e
ofNatural erson S1 ' g Above A Rev. date
3/2008 L
ffl
BCIS Home Log In User Registration `. Hot Topics Submit Surcharge' Stats &Facts Publication
Product ApprovalD• USER: Public User
duct A;;rnoval 1Aenu > F'rirduc ;,r A nlir a°rcr: ears : > Applicatron List > Application Detail
i
FLi FL7590 R1
Application Type Affirmation
Code Version 2007
Application Status Approved
Comments
Archived
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext 2560
bsitlinger(',Pmiwd.corn
Authorized Signature Brent Sitlinger
bsitlingerCci) miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Associati
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Standard
AAMA/WDMA/CSA 101/I. S. 2/A440-05
yt
affirm that there are no changes in the new
affect my product(s) and my product(s) are in cr
Florida Building Code.
Documentation from approved Evaluation or Validation Entity
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
FL # Model, Number or Name Description
7590.1 165/3000 Continuous Head and Sill Twin 71" x 60' CHS Twin Insulat
Window - Fin Frame
Limits of Use Certification, Agency Cert
Approved for use in HVHZ: No FL7590_F1_C_CAC_AAN
I Approved for use outside HVHZ: Yes Quality Assurance Contr<
Impact Resistant: No
Design Pressure: +35.3/-47.2 Installation Instructions
Other: R-35 FL7590__.R1.__II Installation
Windovvs.pdf
Verified By: Steven M. Uric
Created by Independent T
Evaluation Reports
Created by Independent T
7590.2 165/3000 Fin Frame 52" x 72 Single Glazed
Limits of Use Certification Agency Cert
Approved for use in HVHZ: No FL7590_R1_C_CAC_AAN
Approved for use outside HVHZ: Yes Quality Assurance Contr
Impact Resistant: No
Design Pressure: +3S.3/-40.1 Installation Instructions
Other: R-35 FL7590_13111_1w lallation
Windows_trdf.
Verified 'By: Steven M. Uric
Created by Independent T
Evaluation Reports
Created by Independent T
7590.3 165/3000 Fin Frame 52" x 72" Single Glazed
I Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35.3/-45.1
Other: R-35
7590.4 165/3000 Finless/Flange Frame
I Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +25/-25
Other: R-25
7590.5 1165/3000 Finless/Flange Frame
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +40/-50
Other: R 40
165/3000 Finless/Flange Frame
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +25/-25
Other: R-25
7590.7 165/3000 Finless/Flange Frame
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +40/-40
I Other: R40'
Certification Agency Cert
FL7590-_Rl._C_CAC AAN
Quality Assurance Contri
Installation Instructions
FL7590_R 1_11_Instaliation
i Windows.pdf
Verified By: Steven M. Uri(
Created by Independent T
Evaluation. Reports
Created by Independent T
52" x 71" Insulated
Certification Agency Cert
FL7590 R'1 C CAC._AA
Quality Assurance Contri
Installation Instructions
FL7S90Rl_II 165 SH FIG Verified
By Steven M. Uric Created
by Independent T Evaluation
Reports Created
by Independent 36"
x.62" Insulated Certification
Agency Cert FL
7590_Rl__C-_CAC-_AAN Quality
Assurance Contri Installation
Instructions FL7590_
R1_II_165 SH FIE Verified
By:'Steven M. Uric Created
by Independent T Evaluation
Reports Created
by Independent T 52"
x 71" Insulated Certification
Agency Cert FL7590_
R 1,C__CAC._AAN Huncls.
pdi' Quality
Assurance Contri Installation
Instructions FL7590-
R1:.li 165 SH FIc Verified
By: Steven M. Uric Created
by'AndependentT Evaluation
Reports Created
by independent T 36"
x 62" Insulated Certification
Agency Cert FL7590_`
R1 C _CAC__AAN Hungs:
pdf, Quality
Assurance Contri Installation
Instructions FL7590
Rl li 165..SH Flz Verified
By: Steven M. Uric Created
by Independent T Evaluation
Reports
I
a
6
Created by Independent,T
7590.8 165/3000 Flange. Frame 52" x 72" Insulated
Limits of Use Certification Agency Cert
Approved for use in HVHZ: No------------------- FL7S90_Ri_(:_CI C_faAN
Approved for use outside HVHZ: Yes Quality Assurance Contr<'
II Impact Resistant: No
Design Pressure: +20/-20 Installation Instructions s
Other: R-20 FL7590_Ra H-16 SH Fk;
Verified By: Steven M. Uric
Created by Independent T
Evaluation Reports
Created by Independent T
7590.9 165/3000 Flange Frame 52" x 72" Single Glazed
Limits of Use Certification Agency Cert
Approved for use in HVHZ: No FL7590_R:L_C CAC AAN
Approved for use outside HVHZ: Yes Quality Assurance Contr
Impact Resistant: No
1 Design Pressure: +35.3/-35 Installation Instructions
Other: R-35 FL.7590 R1 II_]:65 SH FIE "
Verified By: Steven M. Uri(
Created by Independent"T
Evaluation Reports
Created by Independent T
7590.10 185/3185 Flange Frame 52" x 71" Insulated
Limits of Use Certification Agency Cert
Approved for use in HVHZ: No FI-7590R1_C_CAC_AAN
Approved for use outside HVHZ: Yes Quality Assurance Contr<
1; Impact Resistant: No
Design Pressure: +55/-55 Installation Instructions
Other: R-55 FI_.7590,R:L 11 18S 3185
Verified By: Steven M. Uric
Created by Independent T
Evaluation Reports
Created by Independent T
7590.11 185/3185 Flange Frame 36" x 62" Insulated
1 Limits of Use Certification Agency Cert
Approved for use in HVHZ: No FL.7590_Ra_C_CAC_AAN
Approved for use outside HVHZ: Yes Quality Assurance Contr
Impact Resistant: No
Design Pressure: +60/-60 Installation Instructions
Other: R-60' FL7590_R1_I1_185 3185
Verified By: Steven M. Uric
Created by Independent T
Evaluation Reports
Created by Independent T
7590.12 3540 Finless/Flange Frame 52" x 71" Insulated
Limits of Use Certification Agency Cert
Approved for use in HVHZ: No FL7590_R1_C_C. AC_AAN
Approved for use outside HVHZ: Yes Quality Assurance Contri
Impact Resistant: No
Design Pressure: +20/-20 Installation Instructions
i Other: R-20 FL7590 R1_li_3540 3240
Schedule.pdf.
Verified By: Steven M. Uric
I Created by Independent T
i Evaluation Reports
Created by Independent T
7590.13 3540 Finless/Flange Frame 36" x 62" Insulated
Limits of Use Certification Agency Cert
Approved for use in HVHZ: No FL759) P. 1-_C_CAC_AAU
Approved for use outside HVHZ: Yes Quality Assuiance.Contr<
Impact Resistant: No
Design Pressure: +40/-50 Installation Instructions
Other: RAW Ft.7590_R1_11.-3540 3240
Schedule.pdf
Verified By: Steven M. Uric
Created by Independent T
Evaluation Reports
Created by Independent T
1 7590.14 650/850 Finless/Flange Frame 52" x 71" Insulated
Limits of Use CertificationAgency Cert Approved
for use in HVHZ: No FL7590_R1_C CAC_AAiY Approved
for use outside HVHZ: Yes Flange.pdf - Impact
Resistant: No Quality Assurance Co'ntn Design
Pressure: +35.3/-47.2 Other:
R-35 Installation instructions FL7590
Rl II 650 SH FIE Verified
By: Steven M. Uric Created
by Independent T Evaluation
Reports Created
by Independent T 1
7590.15 650/850 Finless/Flange Frame 36" x 62" Insulated Limits
of Use Certification Agency Cert Approved
for use in HVHZ: No F1..1590_R._C _CA(--' AA, I
Approved for use outside HVHZ: Yes Flange.pd Impact
Resistant: No Quality Assurance Contr< Design
Pressure: +40/-50 Other:
R40'` Installation Instructions FL7590R1_
II_65t) `iH FIB Verified
By: Steven M. Uric Created
by Independent T Evaluation
Reports Created
by Independent T 7590.
16 740 Flange Frame 51" x 71" Single Glazed Limits
of Use Certification Agency Cert Approved
for use in HVHZ: No FL7590 R1 C 'CAC AAiv_ Approved
for use outside HVHZ: Yes Quality Assurance Contr< 1
Impact Resistant: No II
Design Pressure: +40/-47.2 Installation Instructions Other:
R-40 F-1:.7.590_R t II 4d) 744 SI Fastener
S(:hedtile,i)df Verified
By: Steven M. Uric Created
by independent T Evaluation
Reports Created
by Independent T Back
Next;
xONE BY' (3/41 BUCKS (SHOWN) TWO Br (1 7/21.BUCKS oa
v ncra:e naoaa, iahaan) or stag 4ntel 1. 9e`ore instollat`on, caulk, back of flange, or face of buck. _ TWO BY" bucks ore mYg!r:rr_rec. and fastened to the
By Others 2. 3/16" dic. masonry Topcort must be of a length to have mason. Opening BY OTHERS,. y g
1 1 fa" embed -rent Into masonry or concrete. HOME FROOUCTS
a °
3. Shim as rex{uired with load bearing shims at each lnatallation
anchor as s own.
Follow the soma instrucFio7s and tesFanor res;utraments
for "ona by" bucks except use #10 screws of sufficient
g8nergi;tj caotry
4. Ail factory applied holes not designated. far Topcon anchor length fort 1/4"„ miniinum ambedment into buck.
y should he filled. with #10 screws cf sufficient length to provide
z min. 5/8' embedment into wood buck.
rg; c 7 5. Letter designations on tr,e Tapcan location chart indiccte where
anchors ore to be instoiled using the elevation as o key.
D Q fi. If exec: window size"is not given, use anchor quantity for
L^ next larger window in chart.
Buck By Others 11 7. For continuous head and sW twins & triples, use the same fastener
schedule for eoch unit in the main frame except ignore the
Intermediate jamb.
Head Concrete or Mosonry Opening By Others
Erlerla+
t}" rM(clfE3EDMENT
Dimenslon
a I:D. + i
Tepcon L° Caulk Between Flonga
and Buck n
a
4
o
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L ri/
09606 Requk 4
c
4
tl"*
di JaMb
8t1CK
SHIM
v 4
Insidn
PD tenebnTp on EE. Per!
meler caulk by
othxx; Sill Buck t3y ctr,er-A A
A tOei
By DtHVe d
B TAPCON
LOCAT" CHART COPE
WNtDOW V FASTENER LOCARCNS SRE
S12E 1F i0 OP35 DP33.1 TO DPM ! DPS5.1 TO OP89.3 12
Is 1/5 25 A,0&£ k 0 & E A,0& E 13
1& ' /a x: 37 13, A, D de. E A. 0 & E A; D & E 14
18 1/8'a 49 5/B A- 0 & E A, D & E A. 0 & E t5
181/8x52 AD&E A,0 E A, D & E 18
181/8x71 A,D&E A.D&E A,D&E t7
181/8x93 A 0 & E A.0&£ A,D&E 1/
232 251/2 x25 A, D&E! A,E)BE A, D & E 1 /
2 33 25 1 /Z x 37 3/8 A, D & E A, D & E A, D & E 1/
234 251x495/8 2A,0&E A.D&E A,D&E 1/
235 251/2x82 A,0&.E A,D&E A.0& E 1/
236 251/2x71 A,0&E A,D&E A.0& E 1/
237 251/2x83 A,0&E A.0&E A.C,D&E 22
36x'25 A,0&E A,D&E A,D& E 23
36x373/8 A,0&E A,D&E A.03e E E 24
36x495/8 A,D&E A,0AE A.D& E 25
36x62 A,0&E A,D&E A, DkE 26
36x 71 A,D&E A,0&E A.C,D&E 27
36x83 A,0&E A,C,D&E A,C,0&E 32
521/8x26 A. 0&E A,D&E A,0&E 33
521/8x373/8 A,D&E A,0&E A 0 k E 34
521/8x495/8 A,D&E A,D&E A, D & E 35
521/8x62 A,D&E A,C,D& E A,C,0,&E 36
521/8x71 A,D&E A,C,Dl4E A,8,C,D&E 37
52 1 /8 x 83 A, D & E A, C, 0 dt E A. 8,, C, 0 & E 2W
23 3/8 x 47 5/8 A. 0 & •E A. D & E A. 0 do E 20W
233/5x395/9 A. D & E A, D & E A, D& E 2060
23 3/8 x 71 5/8 A, D & E A. 0 &, E A, 0 & E 2670
233/8x835/8 A,0&E A D & E A,D&E I 3040
35 3/8 x 47 5/8 A, D. & E D & E A. 0 & E 3050
353/8x595/8 A.D&E A,D&E A, D& E 3060
35 3/8 x 71 5/B A. D & E A, D & E A, C, D & E 3070
35 3/8 x 83 5/8; 4, 0 & E A, C, D & E A, C, 0 & E 4040.
473/8x475/8 A,D&E A,D&E A,D&E 405D
473/8x595/8 A,0&E. A. D & E A,C,0&E 4060
473/8x71 5/8 A, D & E A,C,D&E A.C,D&E 4070
47 3/8 x 83 5/8 A, 0 & E C, D & E A. 8, C. 0 & E 4450
51 3/8, X 59 5/8 A, E> &. E A, D & E A, C. 0 & E 446C .
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