HomeMy WebLinkAbout07-7024
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
7024
Permit Number: 7024
Permit Type: ACCESSORY BLDG.
Class of Work: SHED INSTALLATION
Proposed Use: SINGLE FAMILY RESIDENTIAL
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Desc:
Address: 6137 19TH ST
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: ZEPHYR BREEZE
Parcel Number: 02-26-21-0190-00000-0340
2,500.00
9/14/2007
67.50
67.50
9/14/2007
INSTALLATION OF 8X10 SHED
Name: COLEMAN, JOSEPH
Address: 6137 19TH ST
ZEPHYRHILLS, FL. 33542
Phone: 813758-3642
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SHEATHING
FINAL
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible.
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, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
TRACTOR SIGNA R
PERMIT EXPIRES N 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
Owner's Name
City of Zephyrhills Permit Application
Building Department
Fax-813-780-0021
10vf
81:1-780-0020
Date Received
WORK PROPOSED
ADD/AL T
REPAIR
COMM
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Owner's Address
Fee Simple Titleholder Namel
JOB ADDRESS
SUBDIVISION
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TYPE OF CONSTRUCTION D
DESCRIPTION OF WORK I \ \(\ ~ \0... 0 ~
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FINISHED FLOOR ELEVATIONS I I FLOOD ZONE AREA DYES DNO
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PLUMBING
BUILDER
SIGNATURE
COMPANY
REGISTERED
Y/N FEE CURRENT
License #
Y / N FEE CURRENT
License #
Y / N FEE CURRENT
License #
Y/ N FEE CURRENT
Y/N
Address
COMPANY
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ELECTRICIAN
SIGNATURE
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PLUMBER
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1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111I11I11I11111II11111111
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsile, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (3) sets of Building Plans; (1) set of Energy Forms, R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date, Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster, Site Work Permit for all new projects, All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
....PROPERTY SURVEY required for all NEW construction.
DI~~~ti~~~': . . . . I I I I . . . I . . . . I I . I . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (AlC upgrades over $5000)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs Sewers Service Upgrades AlC Fences (PloUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor' or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division-Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500,00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law-Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency-Asbestos abatement.
Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone "V" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall. .
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properti~s, the.ow.ner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required. . . .. . .
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permlttln~ conditions s~t forth In
this affidavit prior to commencing construction. I understand ~hat a s.eparate perm~t. may ?e reqUlr~d for elect~lca.1 work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not speCIfically In~luded. In the application. A
permit issued shall be construed to be a license to proceed with the work a~d not as authorl~y !o vlolat~, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the B~II.dlng OffiCial from the~eaft~r
requiring a correction of errors in plans, construction or violat~o~s o~ any codes. Every ~ermlt Issued. shall become. Invalid
unless the work authorized by such permit is commenced Within SIX months o.f permit Issu~nce, or If work authorized. by
the permit is suspended or abandoned for a period of six (6) months after the time th~ work IS commenced: An extension
may be requested, in writing, from the Building Official for a period not t~ exceed mn~ty (.90) dars and Will demonstrate
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the~ob IS conSidered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT (F.S. ;117.03)
CONTRACTOR
Subscribed and sworn to (or affirmed) before me this
by
Who is/are personally known to me or has/have produced
as identification.
~",~~~'1.~'~
Notary Public
Notary Public
Commission No.
",~:},,'l.~~" Karen L. Miller
~W'.- ~#: ..
Name of .. I 9,2010
....... TtIl~ ,. : ..........\ iI'llt ~tcu.
Commission No.
Name of Notary typed, printed or stamped
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City ofZephythills '
BUILDING pLAN REVIEW COMMENTS
-.-----.---....-.....
, Date Received:
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, Contractor/Homeowner:
Site:
permit Type:
Approved wroo =entsf
Approved withe below comnients: 0 Denied withe below comments:, 0
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This7i..ent she9 shall be kept with the permit and/or plans.
'i;c -
Date . Cont:ract:or and/or Homeowner
, (RequiTed when comments are present)
111111111111111111111111111111111111111111111111111111111III
2007152161
Rcpt: 1127616 Rec: 18.50
DS: 0.00 IT: 0.00
09/07/07 Dpty Clerk
~~90~~~~M~:5:~SC01CO~'Tl CLERK
OR BK 762' PG 1383
NOTICE OF COMMENCEMENT
Permit No.
Property Identification No. CJ ..2 ,~4:> ~ I 0 / 9 tJ 0 C" CJ t> 0 03 L/ 0
THE UNDERSIGNED hereby give infonns you that the improvement will be made to certain real property, and in accordance with
Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT.
I ,Description of property (legal description:)
a) Street Address:
2.General description of improvements:
-} ::? //
, /r 335~
3. Owner Information
a) Name and address: 5.
b) Name and address of fee sim
c) Interest in property
4.Contractor Information
a) Name and address:
b) Telephone No.:
5.Surety Information
a) Name and address:
b) Amount of Bond:
c) Telephone No.:
6.Lender
a) Name and address:
/4t~ J.J~d-F~?' 5/;2., ;T'er~/ 5'7-. '4m/4Tl~~~Jq
Fax No. (Opt.) . /
Fax No. (Opt.)
Phone No.
7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served:
a) Name and address:
b) Telephone No.: __. ____ Fax No. (Opt.)
8.In addition to himself: owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713, 13(I)(b), Florida Statutes:
a) Name and address:
b) Telephone No.: Fax No. (Opt.)
9.Expiration date of Notice of Commencement (the expiration date is one 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 YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Personally Known _ OR Produced Identification _
STATE OF FLORIDA
COUNTY OF PASCO
,s....VPUe,'b LESLIE DIXON
.,W~ MY COMMISSION # DD573386
"'''-~~ E,XPIRES: July 12.2010
"I'~OFf\.d<' , Fl. N\n~ DisOO\ml AJiSoo. Ca,
\--XllO_J_l"'OTAR"t:
-~
Notary Signature
Type ofIdentification Produced ~\ ~ . ~'''\A-r
U~~
Name (print)
Verification pw:su~t to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that
the facts stated m It are true to the best of my knowledge and belief.
FORMS/NOC.rvsd2007
Signature of Natural Person Signing Above
PASCO COUNTY BUILDING PERMITS DATE: 09/07/07
NAME AND ADDRESS FOR PROPERTY ID: 02 26 21 0190 00000 0340
PARCEL IS LOCATED IN CITY ZH SC TP RG SUBD BLOCK LOT
NAME 1: COLEMAN JOSEPH R & NAME 2: COLEMAN STANLEY JEAN
ST LN1: 6137 19 TH ST ST LN2:
CITY: ZEPHYRHILLS STATE: FL ZIP: 33542-2707 TIFZN: 3
-------------LEGAL DESCRIPTION FOR PROPERTY-------------------______________
ZEPHYR BREEZE SUB PB 14 PGS 141-142 LOT 34
OR 5386 PG 1141
OR BK 7627 PG 1384
2 of 2
NEXT-FUNCTION: LD
I I
mTUFF SHED"
Slorag~ Buildings, Garages & Carports
1777 S. Harrison Street, Suite 600 . Denver, CO 80210
office: 303-753- TUFF · facsimile: 303-782-5027
July 13,2007
REGIONAL BUILDING DEPARTMENT
RE: City of Zephyrills
RE: Building Permits for Tuff Shed, Inc.
The following personnel is a list of employees authorized to obtain any building permits
necessary for Tuff Shed, Inc. This letter replaces any previous letters of authorization
that may have been issued prior to the date above.
Alan Marsh
Laura Taylor
Jill Burkhead
Bob Randolph
William Wood
Tuff Shed, Inc. Contractors license number is CBC1253645 expires 8/31/2008.
Sincerel
Tom Saurey, Presid
Tuff Shed, Inc.
STATE OF COLORADO )
) ss.
City & County of Denver )
/?-r.~
Subscribed and sworn to me before a Notary Public this ~ - day of
//rL j/ ,20 /7- ,by 7~ /A ?-t/? z- Y
( j /
My Commission Expires: 11/22/2010
Commission Number:
20024038132
------
~!-/7/'/~~/l/1~/~ .
Notary Public ~ ("
CHRISTINA BARTELMEY
Notary Public
State of Colorado
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PREVAILING COi;ES FLORIDA BUILDll>;~
CODE, NATIONAL EUCTiUC CODEANLI
CiTY OF ZEPHYRH1LLS ORDINANCES
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Eva1ua1ion1T est Reports Uploaded:
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Owens Coming
One <>w.:;os Coming Parlcway
ToJcdo~ OH 43659
(419) 248-7060
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ASTMD3161 1999
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USER: Pubilc User
l'LQQJ,GL6QQiQ\@Lt::ls:.f1U > Pr.QQucr orAPJJ'i1:i'Lt;j91L2~rcb > QRpIICatlQj!LiSI > Applicatiolflt Detaii
fl #
Application Type
Code Version
Appkation Status
Comments
Archived
PmduC[ lVjanufacturer
AddressjPhonejEmail
Authorized Signature
Technical Representative
Address/Phone/Ernai!
Quality Assurance Representativ=
Address/PhonejEmail
Categor\j
Subcategory
Compliance Method
Certification Agency
R.eferenced Standard and Year :!If
Standard)
FLl096-Rl
Revision
2004
Approved
Croft,LLC
P.O. Box 826
McComb, MS 39649
(60Jl) 684-6121 ext 372
Andersd@croftmetals_coiJ'l
Dennis Anders
Andersd@croftmetals.com
Dennis Anders
P.o. 80x 826
McCombj MS 39649
a nderSd@croftmetals.com
Dennis Anders
P.O. Box 826
McCombj MS 39649
andersd@croftmetags.com
Windows
Single Hung
Certification lVlark or Usring
American Architectural ManufacnJrers Association
St~"!~.a~d
ANSI/AAMAjNWWDA lOl-LS"2
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1997
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Architectural Testing
AAMAlWDMA/CSA J 0 J/I.S.21 A44()...{lS
TEST REPORT
Rendered to:
Croft Metals, Inc.
PRODUCT TYPE: Aluminum Single H'RUg
SERIES/MODEL: 92/97
2865 Market loop, Suite B
Southlake, Texas 76092
phone: 817-410-7202
fax: 817-424-8463
www.archtest.com
Test Complcltion Date:
.
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;,
;
~
Title
Prim Product Desi
vesi Pressure
Negative Design Pressure
Operadng Force (in motion)
Air Infiltration
Water Penetration Resistance Test Pressure
Unifonn Lo~d Structural Test Pressure
Forced Entrv Resistance
03/22/07
Reference must be made to Report No, 70859JJl-801-47, dated 04/03/07 for complete test
specimen description and data_
1/4" X 3= HEX HEAD SELF-TAPPING
SCREWS SPACED @ 16" OC,~
3/4" APA OR TECO RATED T&G
FLOOR DECKING,
2X6 STEEL JOISTS @ 24" OC
2X6 STEEL TRACK EACH END
SHED BASE DETAIL
SCALE: NTS
MANTA RAY SPECIFICATIONS
1, MR-88, HAND PAVEMENT BREAKER OR VIBRATION DRIVEN SOIL ANCHOR, PART #520355,
WIDTH = 1,75"
LENGTH = 6.25"
BEARING AREA = 10 SQ IN
WEIGHT = 2.2 LBS
ANCHOR RODS ARE 1/2"-13 GALVANIZED THREADED ROD,
INSTALLATION DEPTH = 3.0 FT
YIELD STRENGTH = 7,5 KIPS
ULTIMATE STRENGTH = 10 KIPS, 10000 LBS
WORKING LOAD: UP TO 6.75 KIPS
NOTE: USE PDSMR88 DRIVE STEEL
2, MANTA RAY MR88-RAl ASSEMBLY INCLUDES:
ANCHOR WITH 3 FT (MIN, 2.5 FT IN GROUND) OF STEEL THREADED ANCHOR ROD SPREADER PLATE
AND NUT. ALL COMPONENT SHALL BE COATED FOR CORROSION RESISTANCE,
3. SUGGESTED SUPPLIER:
FORESIGHT PRODUCTS, LLC
6430 EAST 49TH DRIVE
COMMERCE CITY, CO 80022 USA
PHONE: 303 286-8955, FAX: 303287-3866
WWW.EARTHANCHOR.COM
4, BASIC INSTALLATION PROCEDURE:
A. PILOT HOLE DIAMETER:
50-76MM (2-3 IN,), ONLY REQUIRED IN VERY HARD SOILS,
B. USING PDS8818 DRIVE STEEL, AT LOCATIONS INDICATED, INSTALL MR-88 ANCHOR UNTIL TOP OF
ANCHOR ROD IS 1" ABOVE GRADE.
C, USE DRILL WITH LS16-15 LOCKING SOCKET TO TIJRN NUT UNTIL ANCHOR ROD HAS BEEN DRAWN
BACK 3-4' OR A TORQUE OF 5 FT-LBS (60 INCH-lBS) IS ACHIEVED, THIS RESULTS IN A CLAMPING
LOAD OF APPROXIMA TEL Y SOOLBS,
D. CUT OFF ANY EXCESS ANCHOR ROD FLUSH WITH TOP OF NUT,
MR~8ANCHORSCHEDULE
SLOG, LEGNTH
12'
16'
20'
24'
SLOG, WIDTH
8' -12'
8' -12'
8' - 12'
8' - 12'
# OF MR-88
1 EA. CORNER (4 TOTAL)
1 EA. CORNER (4 TOTAL)
3 EA. SIDE (6 TOTAL)
3 EA. SIDE (6 TOTAL)
NOTES:
'i':"MR-8a TO BE LOCATED AT AND ATTACHED TO THE CORNER STIJDS, WHEN SIDEWALL
ANCHORS ARE REQUIRED ATTACH TO SIDEWALL STIJDS,
2. MR-88 SPACING BASED ON lOOSE TO MEDIUM DENISE, FINE TO COARSE SAND OR
FIRM TO STIFF CLAYS AND SilTS; OR BETTER
Scale: NTS
(ffi) l~[~~~~.
(813)857-0091
STORE ..70
Title:STEEL FLOOR
AND ANCHORS DETAIL
1, STEEL SHED FOUNDATION:
2X6 16-GAUGE STEEL TRACKS G190
ZINC COATED
2X6 16-GAUGE STEEL JOISTS G190
ZINC COATED @ 24" OC, (SUPPLIER:
ALLIED STUDCO (JOIST: 600S162-054/
TRACK: 600T125-054) ICBO ER-4943P),
2, 3/4" "APA" OR "TECO." RATED TONGUE
AND GROOVE FLOOR DECKING, 24" MAX
PANEL SPAN, STAGGER PANEL LAYOUT
3, FASTEN PLYWOOD TO JOISTS WITH
#8 X 1-5/8" SELF-TAPPING SCREWS
SPACED @ 12" OC, NO BLOCKING REQUIRED,
4, FASTEN SOLE PLATE THROUGH FLOOR
PLYWOOD INTO JOISTS AND TRACKS WITH
#8 X 3" GALV HEX HEAD SCREWS @ 16" OC,
5, ALLOWABLE FLOOR LIVE LOAD: 75 PSF
FOR STEEL JOISTS CONTINUOUSLY
SUPPORTED, 50 PSF FOR JOISTS ON BLOCKS
AS SHOWN,
6, USE OPTIONAL CONCRETE BLOCKS AS
REQUIRED TO LEVEL BUilDING:
SUGGESTED SIZES: 1-1/4" X 8" X 16",
4" X 8" X 16", OR 8" X 8" X 16" BLOCKS
UNDER JOISTS @ 10'-0" OC MAXIMUM,
BLOCKS UNDER TRACK SPACED @
5'-0" OC MAXIMUM,
MR88 ANCHOR DETAIL
SIMPSON HST2
1'-91/4'
.i~
10 0 +
SIMPSON HST2 BEND~
AND PAINTED AT 2ND
HOLE
ATTACH SIMPSON HST2
WITH 3 - 1/2" X 3-112"
LONG LAG BOLTS INTO
STUD
'w
~
USE 2" X 2' WASHER ON
1/2-13 THREADED ROD
NOTE;
r SQUARE WASHER SHOULD
HAVE ROUNDED EDGES
'"
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SIDE VIEW TOP VIEW
CODE:
2004 FL IDA BUILDING CODE
WITH 2005/2006 SUPPLEMENTS
Drawn By: SAH
Date Drawn: 02/08/06
Checked By:
Date Revised:
12"
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I TEST DATE: 10/17/02
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I DRWN, BY TGT DA TE 5/25/05 PRODUCT
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THE TEST WINDOW WAS SECURED TO THE TEST BUCK
WITH #6 X 1 1/4 SCREWS THROUGH THE NAILING FIN
AT THE CORNERS AND ON 12" SPACiNG.
CRDF-T~ LLC
Copyright @ CROFT. ~C
PRINT NO,
SERIES 97SH
FASTENER LOCA TIO~~S
DATE
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