HomeMy WebLinkAbout06-5935
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
5935
Permit Number: 5935
Permit Type: ACCESSORY BLDG.
Class of Work: SHED INSTALLATION
Proposed Use: NOT APPLICABLE
Square Feet:
Est. Value:
Improv. Cost: 4,245.00
Date Issued: 7/10/2006
Total Fees:
Amount Paid: ~ \ ~
Date Paid:
Work Desc:
Address: 37301 CHA EL HILL LOOP
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: SILVER OAKS VILLAGE
Parcel Number: 03-26-21-0010-10200-0010
Name: EAST PASCO YMCA
Address: 37301 CHAPEL HILL LOOP
ZEPHYRHILLS, FL. 33542
Phone:
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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
improveme to your property. If you intend to obtain financing, consult with your lender or an attorney
before rem ing your notice of commencement."
NO OCCUPANCY BEFORE C.O.
. ~~
CONTRACTOR SIGN UR PERM IT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020
City of Zephyrhills Permit Application
Building Department
Date Received
Owner's Name
Owner's Address
Fee Simple Titleholder Name
Fee Simple Titleholder Address
I 31~O I
I
f'/;/{ L wP ~ LOT # I I
I PARCELlD#1 ()3 -dfo- d )- (XJIO-/())(X)- COlD!
(OBTAINED FROM PROPERTY TAX NOTICE)
g NEWCONSTR ~ ADD/ALT 0 SIGN 0 MOVE 0
INSTALL ~ REPAIR
PROPOSED USE SFR 0 COMM 0 OTHER
TYPE OF CONSTRUCTION 0 BLOCK 0 FRAME 0 STEEL 0
DESCRIPTION OF WORK I I d- 'i-c74 6fJ~ & ce-D ()~. ircP~ 71
BUILDING SIZE ( ;;;;- 'f' ;;L -t I sa FOOTAGE I :;:2 <g 9( I "EIGIfT I j 0 I ~:,t j
1$ tj,~ Lf(J' - ~ I
D ELECTRICAL 1$ I
D PLUMBING 1$ I
D MECHANICAL 1$ I
D GAS 0 ROOFING 0
FINISHED FLOOR ELEVATIONS I I
Cf/I1f[ L-
JOB ADDRESS
SUBDIVISION
DEMOLISH
WORK PROPOSED
OTHER I
AMP SERVICE
o
PROGRESS ENERGY
nO~~lJ;
~ a~::>
S~",cO
U l &.<...D
D W.R.E.C.
BUILDING
VALUATION OF TOTAL CONSTRUCTION
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VALUATION OF MECHANICAL INSTALLATION 'c::-' ..
I ~pjji..C\
~ 71i~/c,"-
DYES JA;:lNO fi)..
SPECIALTY 0
FLOOD ZONE AREA
OTHER
I~ -+ {'-7:J (':[9 I
YI N l' FEE CURRENT Y/N
License # I I
@ COMPANY I
REGISTERED Y I N FEE CURRENT Y/N
Address License # I I
lI) I
PLUMBER COMPANY
SIGNATURE REGISTERED Y I N FEE CURRENT Y/N
~ Address I
License #
J1 I
MECHANICAL
SIGNATURE Y I N FEE CURRENT Y/N
'-.fI I I
-:J. License #
(' - I'?~ I
==cs OTHER Sc~ (()I N
;Z SIGNATURE I (-.pI N I FEE CURRENT
Z~)I\\S License # I I
RESIDENTIAL Atta (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster
COMMERCIAL Attach (3) sets of Building Plans; (1) set of Energy Forms.
Minimum ten (10) working days after submittal date. Required onslte, Construction Plans, Sanitary Facilities & 1 dumpster
All commercial requirements must meet compliance.
SIGN PERMIT Attach (2) sets of Engineered Plans.
....PROPERTY SURVEY required for all NEW construction.
1111I111111111111111111111111111111111111111111I111111II11I1111111111111111111111111111111111111111II11111111111I111111111111111111I1111I111I11111
Directions:
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 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 proce~d with the work a~d not as authorio/ ~o viol~t~, 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 of permit Issuance, 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 Officia~ for a period not t~ exceed nln~ty ~90) da~s 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 INYOUR
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.
OWNER OR AGENT
Subscribed and sworn to (or affinned) before me this
by
Who is/are personally known to me or haslhave produced
as identification.
Notary Public
Notary Public
Commission No.
Commission No.
Name of Notary typed, printed or stamped
Name of Notary typed, printed or stamped
Owner: Y Mr p~~~LLS BUILDING DEPTMENT
Job Location / Address:, . "37.3 c) ( Cf(jjP-eL id~ II L'D:fJ
ParcelI.D.#: 03-d(,..~' - 00 10 - /0200 - (5)01 0
SHOW ALL EXISTION & PROPOSED SlRUCTURES GIVING DIMENSIONS & SETBACKS
I I
.... ,..,-- , . ---... ,.
.- . - ..;.. STREET.
. .....,_.
E'~1-t1N1>--RiVt5 -
(NOTE EXEMPLES 1 &2).
1.
2.
Example 1. Setbacks for R1 & R2 Zoning.
Example 2. Setbacks for R3 Zoning.
A. UTILITY BUILDINGS MUST SHOW SIZE & FOUNDATION INFORMATION.
..
STATE OF FLORIDA
DEPARTMENT OF COMMUNITY AFFAIRS
"Dedicated to making Florida a better place to call home"
JEB BUSH
Governor
THADDEUS L. COHEN, AlA
Secretary
Certification Number:
Manufacturer:
Address:
"
NIAF-1367
Superior Sheds, Inc. - OC
2323 S. Volusia Avenue
Orange City, FL 32763
,.-
~
~~
Expiration:
November 09,2007
Certitied for Manufacturing: Storage Sheds
This will confirm that Superior Sheds. Inc. - OC is certitied to manufacture
manufactured (modular) buildings, as defined by Rule Chapter 9B- L FAC, and Chapter
553, Part I, FS, for location or sale in the State of Florida. The condition of this
certification is limited to authorization specified in the above references. Each building
shall bear a State Insignia located on the electrical panel box cover.
This certification renewal shall be for a period of three years, as indicated above. The
manufacturer will receive a renewal notice by E-mail, generated by the Building Code
Information System (BCIS) 90 days prior to expiration of this notice. The manufacturer
must submit the information required in s. 553.381 F.S. and Rule Chapter 9B-1.007 FAC
online at www.f1oridabuildimt.org.
If you have questions regarding licensing requirements for site-related permits for
installation of manufactured buildings, you may contact us, your local building
department or the Department of Business and Profession Regulations at (850) 437-
1395.
Sincerely,
m~&~
Michael D. Ashworth
Program Manager
Manufactured Buildings Program
Building Codes & Standards
Phone: 850-922-6075
FAX: 850-414-8436
cc::NTI I
2 5 5 5 S HUM A ROO A K B 0 U LEV A RD. TAL L A HAS SEE, F LOR IDA 3 2 3 9 9 -2 1 0 0
Phone: 850.483.8466/Suncom 278.8466 FAX: 3S0921.0781/Suncom 2910781
Internet address: htto'/Iwww.dca.stateflu5
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Date 0 an No. ~< I z:z.z,..
Approved By RICHARD L. BULLOCK
MOdU'~U"d~'~'.
Florida Certificate e~.n :':3
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~ET UP AND INSTALLATION OF SINGLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 P.V.C. TO ALLOW FOR
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC.
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE
BUILDING IS BLOCKED ON HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS
BROUGHT UP TO LEVEL AND BLOCKED THEN THE CENTER OF THE BUILDING IS BROUGHT UP
TO LEVEL, BLOCKED, AND THEN SHIMMED.
3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT
SPACING.
4. ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRILLED
THROUGH THE 2 x 4 BOTTOM PLATE WITH 1/2" AUGER BIT AND THE EYEBOLT IS FASTENED
INTO PLACE. THE HOLE IS DUG FOR 30" EARTH ANCHOR AND BACK FILLED. THE EYEBOLT
AND AUGER ANCHOR ARE FASTENED WITH 1/2" x 2" BOLT.
5. IF UNIT IS TO BE ATTACHED TO CONCRETE SLAB, THE BUILDING IS SET ON SLAB SHIMMED
UP TO LEVEL A 31B" HOLE IS DRILLED WITH HAMMER DRILL INTO CONCRETE 1-1/2" OFF RIM
JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND AN 'L' BRACKET OR
SIMPSON STRAP IS PLACED OVER THE 31B" WEDGE ANCHOR, A 1/2" x 2" BOLT IS THEN
FASTENED THROUGH THE EYEBOLT AND 'L' BRACKET.
6. IF NO FLOOR UNIT BUILDING IS USED. ANCHOR WITH 318" x 5" WEDGE ANCHOR CENTERED
BETWEEN EVERY WALL STUD.
SET UP AND INSTALLATION OF DOUBLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE
WIDE IS PLACED ON HIGHEST LOCATION ON GROUND AND IS LEVELED UP.
2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE
BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING.
3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL
WITH THE FIRST SECTION. THE 'TWO SECTIONS ARE CONNECTED AT THe LOWER CORNER
WITH (1) 1/2" x 4-1/2" BOLT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT
HOLES LINED UP AND BOLTS PLACED AND TIGHTENED. THE REST OF THE BLOCKING IS THEN
COMPLETED. THIS PROCEDURE IS REPEATED, FOR MULTIPLE SECTION SHEDS, UNTIL ALL
SECTIONS ARE IN PLACE.
4. GROUND ANCHORS ARE THEN ADDED. (SEE NOTE 5 FOR SINGLE WIDE INSTALLATION)
5. ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT
BRACING IS REMOVED.
<l ~
2 x 4 BOTTOM PLATE NAILED
TO 2x 6 BASE
(1) 318" x 5" (1346# UPLIFT
RATING) EXPANSION BOLT
INTO CONCRETE SLAB AT
SPACING PER TABLE 1
SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE
SCALE: 1" = 1'..{J"
;.~
.J
2" x 2" SQUARE WASHERS
SIMPSON H5-24
.,f
318" x 8" FORGED EYEBOLT
318" x 2 BOLT WITH (2)
WASHERS & NUT
SIMPSON STRAP (1,200#
UPLIFT)
(1) 31B" x 3" (1.200# UPLIFT
RATING) RED HEAD INTO
CONCRETE SLAB AT SPACING
(PER TABLE 1)
SHED WITH SKID ATTACHED ANCHORED TO CONCRETE
SCALE: I" = 1'..{J"
GENERAL NOTES & SPECIFICATIONS FOR AUGER
1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE #30 SINGLE HEll>
ANCHORS MANUFACTURED BY STYLE CREST OF FREEMONT, OHIO. MAXI
UPLIFT 2,000# OR EQUIVALENT.
2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY De,
ANCHORS PER TABLE 4 THROUGH THE BOTTOM PLATE.
3. ANCHORS SHALL BE PLACED THROUGH THE BOTTOM PLATE AND FLOC
Table 1
Shed Ancoring to Concrete Slab
Table
Shed Width # Uplift I Side of Shed Anchor Spacing I Side Shed
14'-0" 210 # I LF 5'-8" 14'
12'..{J" 180#/lF 6'-8" 12'
10'..{J" 150 # IlF 8'..{J" 10'
B'-O" 120 # IlF 10'..{J" B'-
Values from end of joist to centers of (2) 2 x 6 skids only. 14'..{J" wide sheds have
Table 3 Support Footing Pad Spacing for Runner Blocking I
Shed Description
Size Type LW" - PLF
14' SID 4.29' - 343
14' SID 2.71' - 217
12' SID 6.00' "480
10' SID 5.00' "400
8' SID 4.00' " 320
End Pads
Max. La,
1.859 #
1,411 #
2,29B #
2,032 #
1,786 #
Note:
1. Pad spacing based on 75 PSF live plus 5 PSF dead load and is limited by maxi,
2. Measurements listed above are from end to end of block.
Type
I
II
III
Pad Dimensions
2"x8'x 16"
2"x 14"x22"
4"x16"xI6"
Max. Load-
1,178#
2.450 #
3,600 #
Material
concrete block quality c<
concrete block quality c<
concrete block quality c<
. Load width on runner.
,. Based on 2,000 PSF allowable soil pressure. Soil pressure shall be verified by fi,
Check with engineer if soil pressure is less than 2,000 PSF.
SIMPSON HS-24
~r
rJ) GR
w J
a:: '
:; :i
Jl
TYPE I OR " CONCRETE PAD
WI BLOCKING AS REQUIRED
1/2" x 4" FORGED EYE BOLT
SHED WITH SKID ATTACH
SCALE: 1" = 1'..()"
~
STR.~P DETAIL
SCALE: N.L3.
NCHORS
lYE AUGER
JM AlLOWABLE
ER) LOCATE
: SYSTEM.
Runner Spacing
Idth X1
1'-10112"
2'-6 112"
1'-6 112"
9"
I sets of skids.
X2
3'-6 112"
6'-11"
6'-11"
6'-6"
X3
6'-11"
r Single or Double Wide Sheds
Anchor Base Pad Type
Interior Pads
Max. Load
1,945 #
1.482 #
2,438 #
2,132 #
1,866 #
allowable runner span between blocks.
~nt & sand
Int & sand
I"t & sand
!
rentrometer test or soils lab report.
I
I
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112" THREADED ROD W/2" x 2"
WASHER & NUT (2,000 +
CAPACITY)# UPLIFT
1fT x 2' BOLT WI (2) WASHERS
& NUT (2,000 + SHEAR
CAPACITY)
E
"
SEE BUILDING ANCHOR
DETAIL
2" x 2" GALV. WASHER
1/2" THREADED ROD
112" COUPLING
112" x 1-112" BOLT WI (2)
WASHERS (2,000# + SHEAR
CAPACITY)
112" x 4" FORGED EYE BOLT
30" HURRICANE ANCHOR
-Aly
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Tpe
II
I
II
II
II
Table 4a
Anchor Spacing Of Auger Type Anchors For Single Wide Sheds
30" Eye Auger Anchor or 30" CD Coral Anchor
End Anchor" Min. Interior Spaci
3'-0" 8'-2"
3'-0" 9'-7"
3'-0" 11'-6"
3'-0" 14'-4"
3'-0" 19'-2"
Shed Size
14'-0"
12'-0"
10'-0"
8'-0"
6'-0"
LW"
7.00'
6.00'
5.00'
4.00'
3.00'
Uplift PLF
243
208
174
139
104
Table 4b
Anchor Spacing Of Auger Type Anchors For Double Wide Sheds
30" Eye Auger Anchor or 30" CD Coral Anchor
End Anchor"" Min. Interior Spacin
3'-0" 5'-9"
" Load width of uplift on runner.
.. Location of end auger or slab anchor.
.." Anchor spacin9 example: 30" auger or 518" x 2-314" expansion bolts.
Notes:
1) Anchor spacing based on a 150 MPH 3 second gust velocity per ASCE 7-98. Category
:SO, Importance Factor o.n.
2) For other wind zones multiply interior anchor spacing by the multipiiers below.
Wind Zone Multiplie
100 2.25
110 1.88
120 1.56
130 1.37
140 1'.16
150 1.00
3) All Measurements listed above are center to center of anchors.
4) The minimum number of auger anchors is (4). (1) @ each comer of shed for sheds less in
length than the maximum.
5) The minimum edge distance for expansion bolts is 8 diameters or 5" for 318' expansion bolts.
Anchor Spacing Example:
Anchor capacity (2,000#)
10' Width, 20' Length with 30" Auger Anchors receives (3) anchors each side.
20' - 6' = 14' > 11'-6"
(1)@ 3'-0" from each end and (1) anchor approximately in center of shed each side. For sheds with a
center block move anchor to shed spacing outside the block but spacing can not exceed that
shown in Table 4.
CORAL EYE AUGER ANCHOR
SCALE: N.T.S.
SINGLE HELIX EYE AUGER
ANCHOR (SEE TABLE 4 FOR
SPACING)
SINGLE HELIX EYE AUGER ANCHOR
SCALE: N.T.S.
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