HomeMy WebLinkAbout11-11480 CITY OF ZEPHYRHILLS
5335 - 8TH STREET ✓
(813)780 -0020 11480
BUILDING PERMIT
Permit Number: 11480 Address: 38324 12TH AVE
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: SHED INSTALLATION Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11- 26 -21- 0010 - 05600 -0010
Improv. Cost: 1,400.00
Date Issued: 2/03/2011 Name: FERRIS, RICHARD & EDITH
Total Fees: 157.50 Address: P.O. BOX 716
Amount Paid: 157.50 ZEPHYRHILLS, FL.33539
Date Paid: 2/03/2011 Phone: (813)310 -8492
Work Desc: BUILD STORAGE BUILDING 20 X 30
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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 any one 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."
air 4 1
"'��'�`� +• • - SIGNATURE PERMIT OFFI
EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
C ontrac /Homeowner: ,,�47 n , �� alL
Date Received: /' l' //
Site: 3 /4, --di GG
Permit Type: ;./ 0 k 0 ! . . , . ( ' .,
/4f--1-- 7i , /
Approved wino comments: ❑ Approved w /the below comments: Denied w /the below comments: ❑
See 1 9/keded /
This comment s eet sh. be kept with the permit and /or plans.
/ _ _ -
j----„,-/ __,.--- ` f'
Kalv'' Swig er fans Examiner Date Co .!: : omeowner
(' equired when comments are present)
813 -780 -0020 City of Lephyrhills I-'ermit Application rax :s1s - su - uuzi
Building Department \ t k
Date Received — 6 Phone Contact for Permitting I( ) 9/7 -- 96 4
Owner's Name ' 1C.k 0 CCU Q c-c, s Owner Phone Number a I. - "" %4 92-
Owner's Address ? 3 a4 12.' Owner Phone Number
Fee Simple Titleholder Name . I Owner Phone Number I
Fee Simple Titleholder Address
JOB ADDRESS 3� 4 1 . 1 ' v-A LOT #
SUBDIVISION . PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR r4, ADD /ALT I I SIGN n I-I DEMOLISH
INSTALL MI REPAIR
PROPOSED USE I-1 SFR n COMM I I OTHER I I
TYPE OF CONSTRUCTION n BLOCK n FRAME I I STEEL n ( I
DESCRIPTION OF WORK ( -- (2( :' (2( :' E -- =J--.
c
BUILDING SIZE � X 3' SQ FOOTAGE QOj HEIGHT I 1 c
L TT °� 1 BUILDING $ l 4"16( Q W VALUATION OF TOTAL CONSTRUCTION
N
[ ( ELECTRICAL $ AMP SERVICE I I PROGRESS ENERGY n W.R.E.C.
[ — I PLUMBING $ ,fi
N
[ (MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
nGAS [ ROOFING [-I SPECIALTY I I OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZREA nYES NO
AI
.._ : : _ ' \ ' COMPANY �t 1 1--+ 1� ��� "1
BUILDER
SIGNATUR -- -. -- - - - — — - REGISTERED I Y / N I FEE CURRE1 I Y / N I
Address 1 (..p 1S4 ''CJ0 • „_ � ii, License # I I
ELECTRICIAN COMPANY
SIGNATURE _ REGISTERED I Y/ N I FEE CURRE' I Y/ N I
Address 1 License # I
PLUMBER COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURREa I Y/ N I
Address I 1 License # I
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURREF I Y/ N I
Address I 1 License # I I.
OTHER COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURREA I Y / N I
Address I License # I
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-0-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 subdivisions/large projects
COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-0-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.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500)
** Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades NC Fences (Plot/Survey /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 properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to . violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOT•JGE - 6R • - ENT
FLORIDA JURAT (F.S. 117.03) --`
OWNER OR _ _,r�r•"✓ _ ._ CONT -tom-
Subs == . "a" � .•- '�"� Sues r•.• e• bef•� ys
o - - r"""r a me or - ave produced Who Is /are • • all known - • has/have produced
. • - tification. as identification.
!�..f . • .lic ‘,11014 i 1 —.O Gary Public
Com i BOBBIE S. SWETLAND Commission N. ,:"T "•• BOBBIE S. SWFTI A •
,,; , , ; , *mission " I • :� omission DD 734406
• - ., . 2012 • __ ,.. -. g
Nam o ": - typedmIntetb ApW Name of Note ••'- „ , ted slanapei, X19
J rupua1 Page No. of Pages
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• SUN STATE Af.,UMINUM, INC.
6154 Fort King Rd.
ZEPE ;°RHELLS, =L 33542
(813) 788- 7308
PROis,'Opert TO r: -- i PHONE .. \ 2Y3 \ 1
STREET JOB NAME ,
CITY. STATE andZ1e COD . JOB
L.
LOCATION
ARCHITECT DATE OF PLANS JOB PHONE
We hereby submit specifications and estimates for:
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p pCO.OSP (erg to fij material and labor — complete in accordance with above specifications, for the rm of
�$
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dollars _ -_ E •
Payment to be made as follows.
All material is guaranteed to be as specified. All work to be completed in a workmanlike / A
manner according to standard practices. Any alteration or deviation from above specifications Authoir2'e.,,
involving extra costs will be executed only upon written orders, and will become an extra Siat G -- '
-_
charge over and above the estimate. All agreements contingent upon strikes, accidents
or delays beyond our control. Owner tarry fire, tornado and other necessary insurance. Note: This proposal may be
\ Our workers are fully covered by Wor man's Compensation Insurance. withdrawn by us if not accepted within days/
Acceptance of Proposal —The above prices, specifications �% / j 1 � y'"'� ` / ■ ` \`
and conditions are satisfactory and are hereby accepted. You are authorized Signature J .- 1, L . .6-4 )t 44 --
to do the work as specified. Payment will be made as outlined above.
Date of Acceptance: Signature /
Sheds
Plan Review Comments
1) All property markers shall be fully exposed at time of inspection.
2) All sheds shall be installed and anchored per manufactures specifications.
3) All set -backs shall be met. 90 sq ft or less is 5' set -back. Greater than 90 sq ft the set-
back is 10'
4) Only 2 accessory buildings per parcel.
5) Sheds shall not be rented or inhabited.
6) Must meet and follow all conditions of ordinance:780 -01
7) Not to exceed 16' in height at peak.
8) No other work shall be permitted (framing, plumbing, electrical and mechanical) unless
otherwise specified.
Josephs H. Dixon, Jr. P.E.
Ct
Mira M
Lake i
product Design Consultant Florida No, 7768 395 395? 2
ra Ct
407-671-0169 =sm.
March 2, 2009
EVALUATION REPORT No,: ER -09 -0003
Reference No.: 29006
Product: Exterior Doors - Rolling Overhead Doors
Models 501/502, 651, and 652
Manufacturer: U S Door
10407 Rocket Blvd.
Orlando, FL 32824
Statement of Compliance:
The Rolling Overhead Doors, Models 501 /502, 651 and 652 described in this report were
evaluated to be in compliance with the 2007 Florida Building Code, Sections 1701 and
1714.5.3.1. The doors are, for the purpose intended, at least equivalent to that required by the
Code when manufactured and installed as described below.
Description of the Product:
All Models covered in this report consist of a corrugated steel sheet curtain suspended from an
axle assembly. The curtain is raised by coiling the curtain around the assembly. Models 501 and
502 differ only in the type of axle assembly and this is shown on the drawing. The different axle
assemblies do not affect the wind load capacity of the door. The sides of the curtain are
constrained from lateral movement along their vertical edges by steel guides that are attached to
the door jambs. This constraint provides resistance to lateral wind. forces. Various guide
configurations are used for the different door styles included in this report. The lateral wind
forces are transferred from the curtain to the guides and then through the attachment elements to
the door jamb. The door jambs are part of the main wind frame resisting system and usnatly are
constructed of steel, concrete, or concrete masonry units.
All door models included in this report have curtains with a nominal thickness of 0.017 in. and
are made of Hot -Dip Galvanized steel sheet, ASTM A653 structural steel grade 80 with a full
coat of primer and baked polyester finish coat. The corrugated sheets are interlocked
mechanically to form the curtain. Lap splices are at 20 inches on center vertically in the installed
door. The corrugation height is approximately 5/8 inches and the corrugation pitch is 3.34;j41
A i ..,'.
Page 1 of 4 - ' Q 1 f `
\Consuluns\Clirnt\L! S Door \_790&be Es' Report ER-0Q-0003 doe 740 k W
I'i
Joseph H. Dixon, Jr. P.F. P1. No. 7768 Evaluation Report: ER- 09 -00p3 March : ;009
Five styles of doors are presented in this report. This includes two types of Model 501 /502, two
types of Model 651 and one type of lvlodel 652. Style variations may include door width, guide
geometry, anchorage size and spacing, and wind load rating, windlocks, or any combination.
Each style is described in detail on a drawing for that style. The drawing number is coded for the
Model No., the rated design wind pressure for the test width, and the opening width of the test
door in inches. For example, the Drawing No. 501/502 -30 -104 identifies the particular style to be
Model 501/502, rated design wind pressure of the test door is 30 psf, and the test door opening
width is 104 inches (8' -8 "). The design pressures for other widths are determined by comparative
analysis with the test door. The particular guide geometry and attachment method is fully
described on the drawing. Maximum door heights are shown on the drawing.
The five styles of doors covered by this report are described in detail on the following
L' S Door drawings:
Drawing No. 501/502-30-104, dated 02/27/09
Drawing No. 501 /502 -42 -120, dated 02/27/09
Drawing No. 651 -28 -240, dated 02/25/09
Drawing No. 651 -37 -192, dated 02/27/09
Drawing No. 652 -30 -144, dated 02/27/09
Technical Documentation:
The tested models were tested at Certified Testing Laboratories, Orlando, Florida. These tests were
conducted following the procedures of ASTM E330 -02, Structural Performance of Exterior
Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. The acceptance
criteria were in accordance with ANSI/DASMA 108 -02 Standard Method for Testing Sectional
Garage Doors: Determination of Structural Performance Under Uniform Static Air Pressure
Difference. The following test reports, signed and sealed by R. Patel, P.E. cover the tested door
models contained in this report:
• Test Report No.: CTLA 1927W -1, date 01/14/09, Model 501/502 - 30,+28 / -30 psf
• Test Report No.: CTLA 1927W, date 01/14/09, Model 652 -30, +28 / -30 psf
• Test Report No.: CTLA 1956W, date 02/27/09, Model 651 -28, +26 / -28 psf
• Test Report No.: CTLA 1956W -1, date 02/27/09, Model 651 -37, +37 / -37 psf
An additional style, Model 501/502-42, DWG 501/502 -42 -120, dated 02/27/09 is included.
Design pressures for this door were determined by comparative analysis with Model 652 -30 -144.
The calculations were prepared by Joseph H. Dixon, Jr. P.E., and dated 03/02/09.
.
� '� H..
w � 4
Pag: 2 of 4 _ ' 0
C.\Consulting \Clicnt \I ] S Doori29006a Eva] Rcpart ER- 09- 0003.doc
7 Evaluation Report: ER-494003 March :4, 2009
■
Joseph H. ➢ rnn. Jr. P.E. FL r4 o. 768
, TABLE 1 ■
Allowable Transverse Wind Loads
Model 1 Max. i Max. Door Drawing 1 Design Load 1 Design Load 1
1 Door Height Number Positive I Negative 1
' 1 Width
(psf) p
x501/502 6' -0" 10' -0" 501/502 - 30-104 75.8 703 1
r 501/502 8' -0" 10' -0" 501/502 -30 -104 34.4 1 36.7 i
501/502 8' -8 10' -0" 501/502 -30 -10 ju �r .''. a 3..'..i , 07.111 ii
501/502 10' -0" 10' -0" 501/502 -42 -120 39.6 42.2
651 8' -0' 16' -0 651 - 37.192 118.8 118.8
651 10' -0" 16' -0' 651 -37 -192 80.1
651 12' -0" 16' -0" 651 -37 -192 58.9 58.9
651 14' -0" 16'-0" 651 -37 -192 45.8 45.8
651 16-0., 16-0" 651 -37 -192 �t ,A ' f ! xy , 11
651 20' -0" 16' -0" 651 -28 -240 .. ..1,,..4.,t
652 8' -0" 16-0" ' 652 -30 -144 62.5 66.1
" 652 -30 -144 39.6 42.2
652 10' -0" 16 _0 �,�, ,.�, r� � ,
652 1 12' -0" 16' -0" 652 -30 -144 "wu�i�l iu� -4 r,ltt t R:a� ?:+:Ei'.i as
652 14' -0" 16' -0" 652-30-144 21.2 22.8
652 1 16-0" 16' -0" 652 -30 -144 16.9 18 1
652 I 18' -0" 16' -0" 652 -30 -144 13.8 14.9 1
I
Note: 1 All models shown in Table 1 have windlocks as described on the drawings.
2. Shaded loads indicate the model tested
Installation Requirements:
Installation requirements are described in U S Door Installation Instructions (4 -page documents)
as follows:
• Model 501 -30 : 501 NIDL 30 psf 6' -1" to 10' -0" Wide Installation Instructions
* Model 502 -30: Model 502 30 psf 6' -1" to 10' -0" Wide Installation Instructions
• Model 651: Model. 651 Door Installation Instructions
• Model 652: Model 652 Door Installation Instructions
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C:\Conculting\Ciient \l S Doer\'- -9006a F a1 Rcport ER-09- 0Q03 .doc
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Joseph H. Dixore, Jr. P.E. FL No. 7768 Evaluation Report: ER -09 -0003 March 2, 2009
Limitations and Conditions of use
The use of any door is limited to buildings for which the design wind loads for wall components
and cladding, determined in accordance with Section 1609 of the 2007 Florida Building Code,
do not exceed the rated design wind loads of the door as shown in Table 1.
The maximum width and height limitations are shown in Table 1.
Door manufacturing is limited to those plants that have met the 2007 Florida Building Code
Product Approval quality assurance requirements.
Doors are to be assernbled as shown on the appropriate drawing referenced above, and the doors
are to be installed in accordance with the installation instructions referenced above.
The doors covered by this report are not for use in the Florida High - Velocity Hurricane Zones.
Certification of Independence:
I, Joseph H. Dixon, Jr., certify that I am self - employed and operate as an independent contractor
providing professional engineering services. I have no financial interest in nor will I acquire any
financial interest in any company manufacturing or distributing products for which evaluation or
validation reports have been issued by me.
Likewise, I have no financial interest in nor will I acquire any financial interest in any other entity
involved in the approval process of those products for which I have issued reports.
C;21,4,71 liffy4r
Joseph H. Dixon, Jr. P.E.
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MIKE WELLS PRESORTED
PASCO COUNTY PROPERTY APPRAISER
P.O. BOX 401
FIRST-CLASS
DADE CITY, FL 33526 -0401 MAIL
PH. (352) 521 -4433 (DADE CITY) U.S. POSTAGE
(813) 929 -2780 jLOL) PAID
(727) 847 -8151 (NEW PORT RICHEY / GULF HARBORS) JACKSONVILLE, R
http:/ /appraiserpascogov.com
PERMIT NO.2418
RECEIPT FOR 2011 TAX EXEMPTION RENEWAL
YEAR
Widow Widower Disability Homestead Other
$5,000 $25,000 - $50,000
CITY OF ZEPHYRHILLS Property Control No. ALL W CRIC COM WI
o
:� PB 1 PG 54 LOTS 1 3 iNCL 11 26 21 0010 05600 0010 PREVAI SHALL CODES, FLORID PLY BUTH ILDING ALL
cn 0 BLOCK 56 CODE, NATIONAL ELECTRIC CODE AND
0 OR 79e0 Pc sso OFZEp
CITY
HYRHILLS ORDINANCES
IIl I l l iil. , ..11uu4hllkli nl
FERRIS RICHARD D & EDITH B TR
FERRIS R D & E B TRUSTEES
PO BOX 716 6949 REVIEW
ZEPHYRHILLS FL 33539 -0716
CITY b/grE "
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PLANS OF ExAmiNeR
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CITY OF / / NOTICE" BUILDING
ZEPHYRHILLS DEPARTMENT
OF ADDITION OR CORRECTION
DO NOT REMOVE
ADDRESS DATE PERMIT #
3S-32/ /2 4 111 52 71 X1980
THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be mode before the job
will be accepted.
AID
telde IC ir
It is unlawful for any Carpenter, Contractor, Builder, or other persons, to AFTER CORRECTIONS ARE MADE CALL
cover or cause to be covered, any part of the work with flooring, lath, earth 780 -0020 FOR -INSP TI
or other material, until the proper inspector has had ample time to approve
the installation.
OFFICE HOURS 7:30 AM - 5 PM MON. -FRI. INSPECTOR
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