HomeMy WebLinkAbout08-7639
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
7639
Permit Number:
Permit Type:
Class of Work:
Proposed Use:
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Desc:
7639
ACCESSORY BLDG.
SHED INSTALLATION
NOT APPLICABLE
Address: 5825 16 H ST
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 11-26-21-0010-07300-0170
1,350.00
3/18/2008
52.50
52.50
3/18/2008 Phone:
10 X 16 WOOD SHED WITH WOOD FLOOR
S ICKLAND, D NALD
5825 16TH ST .
ZEPHYRHILLS, FL. 33542
813 780-7677
F
SHEATHING
FINAL
REINSPEcnON 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 pennit, 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 ur notice of commencement."
1
RACTO SIGNATUR PERMIT OFFI
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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. City of Zephyrhi1ls
. BUILDING PLAN REVIEW COIvfMENTS
Site:
-ra# d4
3' /6-08
5B ~s ItYLST
/ ~ X I ~ /AJOZJolskcl
Contractor/Homeowner:
Date Received:
Permit Type:
Approved wino comments: 0
Approved withe below comments: 'fJJ Denied withe below comments: 0
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Date
813-780-0020
City of lephyrhills Permit Application
Building Department
Dale Received
Owner's Name
Ownel'sAddress 16g-85 \ L.,~ ~
Fee Simple Titleholder ~e I
Owner Phone Number
Owner Phone Number I
Owner Phone Number I
I
I
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1/7 I
JOB ADDRESS
Fee Simple Tllleholder Adctess I
1<5'8'd~
I
WORK PROPOSED
NEWCONSTR
INSTALL
SFR
BLOCK
\L,~ at, LOT#
I PARCElID#U \ -alo.-B\ -CO/C-Qk2lY).ollCJ
(OBTAINED FROM PROPERTY TAX NOnCE)
B ADDtAL T 0 SIGN 0 MOVE 0 DEMOLISH
REPAIR
c==J COMM 0 OTHER
o FRAME 0 STEEL 0 OTHER [
\~'D"-oJ. t/~~~ lLJCDd. ~\~('){,3
SQ FOOTAGE I \ \n C\ I HEIGHT I '-I"
SUBDMSION
B
PROPOSED USE 0
TYPE OF CONSTRUCTON 0
DESCRIPTION OFWORK I \ ~ 1-- \-\,
BUILDING SIZE I \ a"'f-. \ ~ I
o BUILDING 1$ \ \~tQD ,00
o ELECTRICAL 1$
o PLUMBING 1$
o MECHANICAL 1$
o GAS 0
FINISHED FLOOR REVATIONS I
Address
VALUATION OF TOTAl CONSlRUCTION
AMP SERVICE
o
PROGRESS ENERGY
D
WRE.C
--
VALUATION OF MECHANICAL INSTALLATION
ROOFING
SPECIALTY 0
FLOOD ZONE AREA
OTHER
DYES
DNO
Address
t\~~~ ~
license # Ieee. \ ~ g L4-S-
~
~
FEE CURRENr
BUILDER
SIGNATURE
ELECTRICIAN
SIGNATURE
COMPANY
REGISTERED
-+
License #
~ FEE CURRENr ~
License #
~ FEE CURRENr ~
License #
~ FEE CURREM" ~
License #
PLUMBER
SIGNATURE
COMPANY
REGISTERED
Address
MECHANICAL I
SIGNATURE .
Address l
~I~~~TURE I
Address I
-t
COMPANY
REGISTERED
COMPANY
REGISTERED
RESIDENTIAL
Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms
Minimum ten (10) worling days after submittal date. Required onsite, Construction Plans, S.n~ary Facilities & 1 dumpster
Attach (3) sets of Building Plans; (1) set of Energy Forms.
Minimum ten (10) worl<ing days after submittal date. Required onsite, Construction Plans, S"n~ary Facilities & 1 dumpster
All commercial requrements must meet oompliance.
Attam (2) sets of Engineered Plans.
'-PROPERTY SURVEY requred for all NEW construction.
COMMERCIAL
SIGN PERMIT
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500. a Nolice Ii Commencement is required. (AlC upgrades Ofer $5000;
Agent (for ltle oontractor) or Power of Attorney (for the owner) woutJ be SOmeone wlh notarized letter from owner authorizing same
OVER TIiE COUNTER PERMITllNG (Fronl of Application Ono/)
Reroofs Sewers Service Upgrades AlC
Drivewa}'S
Fences (PlotlSurveylFootage)
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16TH STREET
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No.6498
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Florida Bmldmg Code Online
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PRODUCT i\PPROVllL Prcducf Type Detail
.
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Overview ?roduc! Sea.c.... Oryanization Product
~~~~~~"~~~'=:-~~~~'~~~3JijZ~"':",~,,,",'j:'~~"'iii"""'1? .
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User: tiro canter - Not Associated with Organization - .
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Need H<;1Q1
Application #
Date Submitted:
Code Version'
FL3663-Rl
08/0212005
2004
Product Manufucillrer:
AddresslPhone/ emaiI:
Owens COfllmg
One Owens Corning parIcw-ay
Toledo, OR 43659
(419) 248-7060
Category:
Roofing
Subcategory:
Asphalt Shingles
Evaluation Method:
Certification Mark or Listing
Referenced Standards from the Florida Building Code: ~ection Standard Year
UL 790 (Class 1997
A)
ASTM D 3462 2001
ASTM D3 161 1999
(modified to
110 mph)
Certification Agency-
UndcrwriterS Laboratories Ine
Quality Assurance Entity:
Validation Entity:
Authorized Signature:
Danel Higgs
darrel.higgS@owenscoming,com
EvaluationrTest Reports Uploaded:
Installation Documents Uploaded:
rHD 3663.JE.J..lnstalJ Docs,
Berkshire.pdf
pnD 3663 R I _l fnstal1~oc..i,
Oakridg~.fro.pdf
Florida Building Code Online
Product Approval Method:
Application Status:
Date Valid<lted:
Date Approved:
Date Ceroified to the 2004 Code:
Page: IGfJ
Product Model # 0..-
Name
,
~663 1
I
Berkshire
i
F632
.
f
Classic or Classic AR
r633
.
akridge PRO 30 AR
36634
~
akridge PRO 40 AR
/36635
akridge PRO 50 AR
6636
Prominence AR
Model
Descri ion
laminate
3-tab
laminate
laminate
laminate
3-tab
)l u6...... h..- \..fA ~j
PTl D _ 3663R LLfu~tan Do~
SiarterShind~ Rol1.Q9i
[,TlD 36Q3 R l_LJTl~t<2l!R~
Three Tab.0f
PTID 3663 R 1 [ Iusfail D2<:2,
WeatherGuard HP.pdf
PTID 3663 RI .lJl1
certification letter Owens
Coming shin~I
PTID 3663 RI I UL
Certification, files R2453 an.d
R19380.pdf
Method 1 Option A
Approved
08/08/2005
08124/2005
Page , {.
LImits of Use
1 .) This Approval not for
5e in the HVHL 2) All
FBC sections that apply to
unties except Broward
nd Miami-Dade must be
ollowed .
1 .) This Approval not for
5e in the HVHZ. 2.) AU I
BC sections that apply to
unties except Broward
nd Miami-Dade must be
allowed.
1) This Approval not for
se in the HVHZ 2.) All
BC sections that apply to
unties except Broward
nd Miami-Dade must be
allowed.
1.) This Approval not for
se in the HVHZ. 2.) AU
BC sections that apply to
unties except Broward
nd Miami-Dade must be
allowed.
1} This Approval ~n?t for I
se in the HVHZ L J AU
FBC sections that apply to
unties except Broward i
nd Miami-Dade must be J
ollowecf.
1 .) This Approvalllot for f
se in the HVHZ 2, All I
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fand Miami-Dade must be I
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FBC sections that apply tof
unties except Bra'Nard !
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Wallowed. - ~
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fuse in the HVHZ A!I f
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5<>",,,,,,,;1 / C,QQvriaht and Disc/aime, ; @2000 The State of "'o.-id3, All rights reserved
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1/4" X 3" HEX HEAD SELF-TAPPING
SCF<:EWS SPACED @ 16" OC.___,
2X6 STEEL TRACK EACH END
3/4" APA OR TECO RATED T&G
rLOOR DECKING.
2X6 ST'EEL JOISTS @ 24" OC
#10X3/4" PAN _______
HEAD SELF-TAPPING ~
SCREWS (2 PER TAB) ~ .
VENTHOLES@24"OC. ~ ?'~'
OPTIONAL LEVELING BLOCKS ~
SHED BASE DETAIL
SCALE NTS
MANTA RAY SPECIFICATIONS
1. MR-&, HAND PAVEMENT BREAKER OR VIBRATION DRIVEN SOIL ANCHOR, PART 11520355.
WIDTH = 1.7S"
LENGTH = 6.25"
BEARING AREA = 10 sa IN
WEIGHT = 2.2 LBS
ANCHOR RODS ARE 112"-13 GALVANIZED THREADED ROD.
INSTALlATION DEPTH = 3.0 FT
YIELD STRENGTH = 7.5 KIPS
ULTIMATE STRENGTH = 10 KIPS, 1??oo LBS
WORKING LOAD: UP TO 6.75 KIPS
NOTE: USE POSMR88 DRIVE STEEL
2. MANTARAYMRJl8.AAl 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~. FAX: 303 287-3866
WWW.EARTHANCHOR.COM
4. BASIC INSTALlATION PROCEDURE:
A PILOT HOlE DIAMETER:
5O-76MM (2-3 IN.~ ONLY REQUIRED IN VERY HARD SOILS.
B. USING PDS8818 DRIVE STEEl, AT LOCATIONS INDICATED. INSTAll MR-& ANCHOR UNTIL TOP OF
ANCHOR ROO IS 1" /lJ3OVE GRADE.
C. USE DRIll WITH LSl6-15 LOCKING SOCKET TO TURN NUT UNTIL ANCHOR ROO HAS BEEN DRAWN
BACK 34" OR A TORQUE OF 5 FT -LBS (60 INCH-l.IlS) IS ACHIEVED. THIS RESUlTS IN A ClAMPING
LOAD OF APPROXIMATELY 5OOI.8S.
D. CUT OFF AN'( EXCESS ANCHOR ROD flUSH WITH TOP OF NUT.
MR~8ANCHORSCHEDULE
BLDG. LEGNTH
12'
16'
20'
24'
BLDG. 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)
Scale: NTS
THESE DMIMNOII AND THE
DEiIIGN AIlE THE P'ROPERTY
~=
TO.IU"PL.ED AND "'T
..~._"'"'"
-..""'"
i&IIl\:"'~
---..- ...
NOTES:
~ TO BE LOCATED AT AND ATTACHED TO THE CORNER STUDS. WHEN SIDEWAll
ANCHORS ARE REQUIRED ATTACH TO SIDEWAll STUDS.
2. MR-& SPACING BASED ON LOOSE TO MEDIUM DENISE, FINE TO COARSE SAND OR
FIRM TO STIFF CLAYS AND SILTS; OR BETTER
FlORIO.-. UCENSi: PF.1..1J1<<
-
..... --
~--
Title:STEEL FLOO
AND ANCHORS DETAIL
SEAlERS PftIN1"ED NAME
_R~....Q.~T
(52l) !!~~j,~'
STORE 471)
1. STEEL SHED FOUNDATION:
2X616-GAUGE STEEL TRACKS G190
ZINC COATED
2X6 16-GAUGE STEEL JOISTS G190
ZINC COATED @ 24" OC. (SUPPLIER:
ALLIED STUDCO (JOIST: 6OOS162-054/
TRACK: 6ooT125-054) 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: 1-114" 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"
.!~
N
10 . . . +
SIMPSON HST2 BEND~
AND PAINTED AT 2ND
HOLE
"..
?f
ATTACH SIMPSON HST2
WITH 3.112" X 3-112"
LONG LAG BOlTS INTO
STUD
USE 2" X 2" WASHER ON
112-13 THREADED ROD
NOTE:
SQUARE WASHER SHOULD
HAVE ROUNDED EDGES
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23466
- .-
SIDE VIEW TOP VIEW
BUILDING CODE:
2004 FLORIDA BUILDING CODE
WITH 200512006 SUPPLEMENTS
Drawn By: SAH
Date Drawn: 02/08/06
Checked By:
Date Revised: