HomeMy WebLinkAbout03-2355
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
2355
Permit Number: 2355
Permit Type: ADDITION/ALTERATION
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: NOT APPLICABLE
Square Feet:
Est. Value:
Improv. Cost: 11,590.54
Date Issued: 9/12/2003
Total Fees: 135.00
Amount Paid: 135.00
Date Paid: 9/12/2003
Work Desc: LANAI
Address: 3527 TOURMALINE DR
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: EMERALD POINTE
Parcel Number:
Name: EMARLD POINT
Address: 3527 TOURMALINE DR
ZEPHYRHILLS, FL. 33542
Phone:
R {It d" IfJo
,{ . 0 4,,101
l/ I nr" Jkf 0
PRE-SLAB I DUCTS INSULATED
LINTEL I FINAL MECHANICAL
FRAMEV;~hz/tJJ' 11.:7<> MISC dI'" SEWER ! MISC
INSULATIONWALl MISC~/).5'1;; MISC. ql' MISC.
INSULATION CEILING MISC.. MISC.~. ~ ~ MISC.
DRIVEWAY , MISC. MISC. ;;~ FIRE DEPT. FINAL
REINSPECTION FEES: When extra inspection trips are neces ry due to anyone of the following reasons, a
charge of Thirty-Five Dollars ($35.00) shall be made for each trip for each trade:
(a) Wrong address (b) Condemned work resulting from faulty construction (c) Repairs or corrections not made when
inspection 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
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
--iiWarning 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."
--~-- ,n_, Complete Plans, Specifications and Fee Must-Accompany ApPlication:--- ,
_____,..,__~ wo..r:k.shall be pe ormed in accordance with City Codes and Ordinances
/'/- OCCUPANCY BEFORE C.O._______
6~~~RE ~MITOFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
,Al~L
.-
~..,#2.7 (~~I\f1L
cJJ,J! 1({()(o J.
U 11 L.rFf ,b~
SQ.E_
PRICE
"'lain
Other Area
Unaer Roar
\i :tiuarion:
II, '511 D 'i '-f
Builriing:
I 2....' c,v
f~
Sec::ric:
P!umomg:
Mechamc-.1l:
JUUon:
SciJ.ooiImmu:t
?ees: .
C.lIlIlecncn
?ees:
Tr.ms.. !Jnpact
~ees:
CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DEPARTMENT 5335 8th Street, Zephyrhills, FL 33542
813-780-0020 FAX: 813-780-0021 all
DATE RECEIVED I, tJt 03
PLANS REVIEW FEE
JOB ADDRESS
?1<:t1uJOlJJ C, -+ 13.e+1y
,'55 cQ 7 7';Jt/~ ~;://..e
/ 5r~tKtm5
Lf/(
PHONE ~ (/J -" '2.. - <fer:??
OWNER'S NAME
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL 10 #
-zc.t - Zh -Z/- tJtJ60 ,- t:'''~-~BBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: ~NEW CONSTRUCTION
o ADDITION
DALTERATION
o REPAIR
o INSTALL
o SIGN
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
o COMMERC IAL
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
~THER
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK
10 K '2 '2
L-/1-/V /1-;1:.
BUILDING SIZE
10 ~ '2. Z.
SQUARE FOOTAGE
2- 2..0
HEIGHT
C(~/c) I'
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (I) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. /
o ELECTRICAL
AMP SERVICE
o FLORIDA POWER
,0
j( J 7'7
~ BUILDING
$
VALUATION OF TOTAL CONSTRUCTION
o
o PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES
o NO
SIGNATURE
/LL/
BUILDER
COMPANY ~ ~ 2/f'Lc/#-r 1''' V..- haJt.Ac-IS-
STATE CERT OR REGIST # C&c IZ-S-itJli-2-~
CITY PROCESSING #
******************************************************************
ELECTRICIAN
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
PLUMBER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
MECHANICAL
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands tha,t this permit may be subject to "deed restrictions" which
may be more restrictive than City regulations. The undersigned assumes responsibility fox
compliance with any applicable deed restrictions.
B. 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
City of Zephyrhills Building Department, 813-780-0020.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the "Contractor Sections" of this application for which they
will oe responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indica~ion that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the "owner", I cerify 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.
E. 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, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental 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 Regulation-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
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone "A" or "A, etc.", it is
understood that a drainage plan addreSSing a "compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
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 code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be 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. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO. RECORD AND POST A "NOTICE OF COMMENCEMENT".
SIGNATURE: OWNER OR AGENT
SIGNATURE: CONTRACTOR
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _ day of
by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _day of
by
acknowledged
, 20_
acknowledged
,20_
(name of person acknowledged)
Owho is personally known to me, or
(name of person acknowledged)
Dvho is personally known to me, or
Owho has produced
(type
and whoO did 0 did not
of identification)
take an oath.
Owho has produced
(type of identification)
and who Odid O:iid not take an oath
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
tit
... t. /lJc k~
-------------
" . ,~__ ,; l ._.1 .~.~
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A TOp.~8~~;53~ "V.~OJ
Z'HILLS(813)715-7523fHUDSON<727>857-1234 t:J,.
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Other Address:
I c' { '/ J I
~
I1.Jttf
rfl-
-.eian 01' devilllion from above specifie:ation involving _ costa, wiK
8llIICI.dlId ~ upon writI8n _. and wiK become 811 _ cI18llI8 over
_IIW lIStimela. AR ~_ contingent upon slrlkes. ~ Of'
. beyond cu conlroI. Owner to cany lire, tomedo and olIw.-..ry
upon above -. Work81's Com~ and Public I.I8IlIIitJ
on__tobetak
Respectfully submitted
Per
.', ,~/
This prcposaI may be withdnMn by us if ncX ~
within days. II; S''1o., 5_7 ~
,.. (J~r 38~3. 5_=-_
111' If:' r ~"C'" 3~ ID ~. ",j ::>
Fiv1~J ~,,3. 5'"3
ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are satisfactory and are hereby accepted. You are
to do the YoOrk as specified. Payment will be made as outlined above.
Signature X
Date
Signature
, Emernld P .
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A IT ACHED & FREE-STANDING COVERS AND UTILITY SHEDS
PAN OR COMPOSITE PANEL
(SEE TABLES SECTION{).~
I /
SEE CONNECTION DETAILS
(SECTION 7)
FOURTh WALL FRAMING
WHERE REQUIRED
EXISTING HOST STRUCTURE
2 x 4 LUMBeR #2 S,P.F. (MIN.)
OR 2" x 2" ALUMINUM MAY BE
SUBSTITUTED WITHOUT
HURRICANE CLIPS
SEE PAGE 2-5 FOR DETAIL IF
TOP OF SLAB IS LESS THAN 6"
FROM GRADE
SECTION 2
HURRICANE CLIPS FOR WOOD
(SEE PAGE 2-7) 2 x 4 TOP
PLATE @ ROOF (DOUBLE TOP
PLATE IF LENGTH OVER 6')
TOP PLATE P.T, OR WI VAPOR
BARRIER @ ALUMINUM ROOF
SHEATHING: 7/16" O.S.B. OR
1/2" PLYWOOD WI STUDS 24"
O.C. OR STRUCTURAL GRADE
THERMAL PLY WI STUDS @ 16"
O,C,
2 x 4 PRESSURE TREATED
PLATE WI 3/8" x 4-1/2"
CONCRETE ANCHORS @
4'-0" O.C. (SEE SLAB DETAILS)
NOTE: ALUMINUM WALL FRAMING MAY BE USED IN LIEU OF WOOD FRAMING.
UTILITY SHED WALL SECTION
SCALE: 3/16" = 1'-0"
:.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
PAGE
@ COPYRIGHT 2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P,E.
2-5
to
SCREEN, ACRYLIC I VINYL, GLASS & MODULAR ROOMS
INTERIOR BEAM TABLES:
SCREEN & VINYL ROOMS:
3.1.3
GLASS ROOMS:
(PARTIALLY ENCLOSED) 3:(~f'
(ENCLOSED) 3.3~~
SECTION 3
HOST STRUCTURE OR
FOURTH WALL FRAME
Ii'
H *
~
~
"--v
'11l>/ ~.s'
PANS OR PANELS
ALUMINUM ROOF SYSTEM
PER SECTION 7
CARRIER BEAM POST
'- ?
\<(".S
'-l ~~
TYPICAL SLOPED SOLID ROOF ENCLOSURE
SCALE: N.T.S.
ALUMINUM ROOF SYSTEM
PER SECTION 7
RIDGE BEAM TABLES:
SCREEN & VINYL ROOMS:
3.1.4
GLASS ROOMS:
(PARTIALLY ENCLOSED) 3.2.4
(ENCLOSED) 3,3.5
/;
HOST STRUCTURE OR
FOURTH WALL FRAME
USE BEAM TO WALL DETAIL
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N.T.S.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
PAGE
@ COPYRIGHT 2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
3-1
..
SECTION 7
SOLID ROOF PANEL PRODUCTS
Table 7.4.1 Structall Building Systems Inc. Snap & Lock @ Composite Roof Panels
Allowable Spans for Composite Roof Panels @ Various Loads
Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. 1# Density
Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S, #1 Density
3" x 48" x 0.024" Roof Panel Glass Rooms
I Open Structures Screen Rooms Partially Enclosed Enclosed Overhang I
Wind Mono-Sloped Roof MOl. .... -loped Roof Cantilever
i Region 1&2 3 4 1&2 3 4 1&2 3 4 1&2 3 4 All
span span span span span span span span span span span span Roofs
1100 MPH 21'-4" 23'.10" 23'-0" 20'-4" 22'.9" 21'.11" 13'.6" 1S'.1" 14'.7" 1S'.1 " 17'-9' 16'.3" 4'.0"
'110MPH 21 '-4" 23'.10" 23'-0" 18'.8' 20'-11" 20'.2" 11'.7" 13'.6" 13'.j" 13':9" 1S'-4' 14'.10" 4'.0"
i120MPH 20'-4" 22'.9" 21'.11 " 17'.S' 19'.S" 18'-10" 10',8" 12'.S" 11.6" 12'-6" 13',11" 13'.6" 4'.0"
,123MPH 19'.6" 2".10" 21',1 " jS'.11" 18'.11" 18'.3" 10'-5" 11'-7" 11'.3" 11'.8" 13'.8' 13'.2" 4'.0"
.......
, 130 MPH '8'.(1" 20',2" 19'5 ~ 5'-1" 17'.9" 16'.3" 9',10" 10'.11" 10'.7" 11'.1" 12'-11" 12'.6" 4'.0"
i 140 MPH 12'-4" 13'.9" 13'.3" 12'-4' 13'.9" 13'.3" 9'.2" 10'.3" 9'.11" 10'.3" 11 '.6' 11'.1" 4'.3"
i 150 MPH 12'-4" 13',9" 13'.3" 12'-4" 13'.9" 13'.3" 8'-7" 9'.7" 9'. ~" 9'.6" 10'-8" 10'-4" 3'.11" I
"
3" x 48" x 0,030" Roof Panel ~.', -,.::..sl ~.:>oms
I --
Open Structures Screen Rooms Partially Enclm.....l Enclosed Overhang I
Wind Mono-Sloped Roof Mono-Sloped Roof Cantilever
Region 1&2 3 4 1&2 3 4 1&2 3 4 1&2 3 4 All
f-;-;;-;;.. span span span span span span span span span span span span Roofs
,100 MPH 24',11 " 2T.1 j" 27'-0" 23'.10" 26'.8" 2S'.9" 1S'-10" 18'.5" 1?',10" 18'.8" 20'.10" 20'.2" 4'-('" i
~---_. j
,110 MPH 24'.11 " 2".11 " 27',0" 21'.11 " 24'.6" 23'-8" '4',2" 15'-10" I i ~/-4" 16'.2" 19'.3" '8'.8" J'-{1"
>-- -'
! 120 MPH 23'.10" 26'.8" 2S'.9" 20'.S" 22'.10" 22'.1" I 12'.11" 14.6" 14'-0" 14'.8" 1/'.B" 15'.10" 4'.0"
,-
'123 MPH 22'-11 " 25'7" 24'.9" 19'-10" 22',2" 21'-5" 12',8" 14',2" 13,9" 14'4" 16'.0" 15'.6" 4'-()"
; 130 MPH 21',2" 23'-7" 22'.10" 18'.8" 20'.10" 20'.2" 11',6" 13'.6" 13'.0" 13'-7" 1S'.2" 14'.8" 4'-0"
1140 MPH 14'.5" 16'.2" 1S'.7" 14'.S" 16'.2' 1S'.7" 10'.9" 12'.0" 11'.7" 12'.8" 14'.2' 13'.8" 4'.0"
j150MPH 14'.S" 16',2" 1S',7" 14'S 16'.2" 15'.7" 10'.0" I ~ '-3" 10'-10" 11'.2" 13'.2" 12'.9" 4'.0"
4" x 48" x 0.024" Roof Panel Glass Rooms
Open Structures Screen Rooms Partially Enclosed Enclosed Overhang; !
i Wind Mono-Sloped Roof Mono-Sloped Roof CantilAver !
I RAg ion I ,
I 1&2 3 4 1&2 3 4 1&2 3 4 1&2 3 4 All i
span span span span span span span span I span span span span Roofs i
I- 4"0~
~OO MPH 23',S" 26'.2" 2S'.3" 22'.3" 24'.11" 24'.1" 14'.9" 1b .6" 15'- ~ ,.. 17'.S" 19'.6" 18'.10" -J
i 110 MPH 23'.S" 2fi'.2" 2S'.3" 20'.6" 22'.11" 22'.2" 13'.3" 14'.10" 14'-4" 1S'.1" 18'.0' 17'.S' 4'.0"
1120MPH 22'.3" 24'.11" 24'.1" 19'.1" 21'-4" 20' .7" 11'.6" 13'.7" 13'.2" 13'.9" 1S'-4' 14'.10" 4'.0"
1123MPH 21'-5" 23'.11" 23'.2" 18'.6" 20'-9" 20'-0" 11'.S" 13'.3" 12'.10" 13'.S" 14'.11" 14'.6' 4'.0"
'130MPH 19'.9" 22'-1 " 21'-4" 17'.S" 19'.6" 18'.10" 10'.9" 12',7" 11'.8" 12'.8" 14'.2" 13'.8" 4'.0"
i 140 MPH 13'.6" 15'-1" 14'.7" 13'.6" 1S'.1" 14'.7" 10'.1" 11'.3" 10'.10" 11'.3" 13'.3" 12'.9" 4'.0"
!150MPH 13'.6" 1S'.1" 14'.7" 13'.6" 1S'.1' 14'.7" 9'.S" 10'-6" 10'.2" 10'.S" I 12'-4' 11 '-4" 4'.0"
4" x 48" x 0,030" Roof Panel Glass Rooms
1 Open Structures Screen Rooms Partially Enclosed Enclosed Overhang I
I Wind Mono-Sloped Roof Mono-Sloped Roof Cantilever
I Region 1&2 3 4 1&2 3 4 1&2 3 4 1&2 3 4 All
1
span span span span span span span span span span span span Roofs
100 MPH 27'.9" 30'-11" 29'.11" 26'.S" 29'.6" 28'.7" 18'.3" 20'.S" 19'.9" 20'.8" 23'.1" 22'-4" 4'.0"
110MPH 27'.9" 30'.11" 29'.11" 24'-4" 27'.2" 26'.3" 1S'.9" 18'-6" 17'-11" 19'.1" 21'.5" 20'.8" 4'.0"
120 MPH 26'.5" 29'-6" 28'.7" 22'-8" 25'-4" 24'.5" 14'.5' 16'.1" 15'.7" 17'-6" 19'-7" 18'.11" 4'.0"
123 MPH 25'S 28'.5' 27'-5" 21 '.11" 24'-7" 23'-9" 14'.1" 1S'-9" 15'-2" 15'.10" 19'-0' 18'-5" 4'.0"
130 MPH 23'.5" 26'-2" 25'-4" 20'.8" 23'.1" 22'-4" 13'-4" 14'.11" 14'.5" 15'-0" 17'.11" 16'.3" 4'.0"
140 MPH 15'.11" 17'-11" 17'.3" 15'.11" 17'.11" 17'.3" 12'.5' 13'.10" 13'.S" 14'-0" 1S'.8" 15'.2" 4'.0"
150 MPH 1S'.11" 17'.11" 17'.3" 15'.11" 17'.11" 17'.3" 11'.2" 12'.11" 12'.6" 13'.1" 14'.7" 14'.1" 4'.0"
Note: Total roof panel width = room width + wall width + overhang.
Lawrence E. Bennett, P,E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
PO. BOX 214368. SOUTH DAYTONA. FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767.6556
~
BTRUCTALI:
.UILDIND .V.T.M_
350 BURBANK, OLDSMAR, FL 34677-4906
LOCAL (813) 855-2627
NATIONWIDE 1.800-969.3706
FAX 813 854-2802
PA.GE
7-42
@ COPYRIGHT 2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E
fo
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
SECTION 2
(1) #50 BAR CONT.
2'-0" MIN,
f- BEFORE SLOPE
-f~
" ~
3-1/2" (4" NOMINAL)
ALL SLABS
<I
.-'-<1"-'-
"
TYPE I
FLAT SLOPE / NO FOOTING
0-2" /12"
Cf)=
w'<t
5::"';'
<(N
>......
TYPE II
MODERATE SLOPE FOOTING
2" /12" - 1'-10"
(1) #50 BAR CONT,
4
_'---'-'''L!
/"
<I
12"
TYPE III
STEEP SLOPE FOOTING
> 1'-10"
NOTES:
1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1 ,500
PSF, BEARING CAPACITY OF SOIL SHALL BE v!RIl=IED, PRIOR TO PLACING THE SLAB, BY
FIELD SOIL TEST OR A SOIL TESTING LAB,
2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO
PLACEMENT OF CONCRETE,
3, NO FOOTING OTHER THAN 3-1/2" (4" NOMINAL) SLAB IS REQUIRED EXCEPT WHEN
ADDRESSING EROSION UNTIL THE PROJECTION FROM THE HOST STRUCTURE OF THE
CARPORT OR PATIO COVER EXCEEDS 20'-0", THEN A MINIMUM OF A TYPE II FOOTING IS
REQUIRED. ALL SLABS SHALL BE 3-1/2" (4" NOMINAL) THICK.
4. FOR WOOD FRAME UTILITY SHEDS THE MINIMUM DEPTH OF THE FOOTING SHALL BE 10" FOR
TYPE II FOOTING AND 14" FOR TYPE III FOOTING W/6" MIN. EXPOSED ABOVE GRADE..
5. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6x6-10x10
WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF WIRE MESH.
6, IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING
SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS.
SLAB-FOOTING DETAILS
SCALE: 3/4" = 1 '-0"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT
P.O. BOX 214368. SOUTH DAYTONA. FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
@ COPYRIGHT 2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
PAGE
2-23
1/ / Z~ /
111111111111111111111111111111111111111111111111111111111111
2003169935
NOTICE OF COMMENCEMENT
County of pt?S"C C'
It
THE ImOERSIGNED hereby gives notice that improvement will be made to c2rtain
real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement:
1. Descr iption of Property: Parcel No. ;ly- c2b - ;:1/ - CJ~?p _ 6J,,(1t>tl- Eo G:? (D
5 5;Z /r7--; t<:rhci' ~L' E-. 2-=>'- ;;;//s /~ .3 3~- . t7
(Legal descrl tlon of the property and street address lf avallable)
A ClJ1Cl/ ~
State of
/7c' ./j dc:r
,
2 .
General Description of Improvement
-
Rcpl: 715372
DS: 0.00
09/12/03
Rec: 6.00
IT: 0.00
__ Dpty Clerk
3.
/' ' "J
Owner Information: Name cc--~/~PC1~L..~
l~ddress :55--';;'7 ~~~"",-,~t'(~:jCity
Interest in Property: 6(}C''k( c./7
Name of Fee Simple Titleholder:
(If other thgn owner)
S It4f#4C115
h?-!h((5
_.~ . . -"/':.r , ?'
State
;:::;L
"
JED PITTMA~ PASCO COUNTY CLERK
09/12/03 1~:5~m 1 of 1
OR BK 553:) PG 1932
Address
City
State
,~~
tJ14.
Contractor: Name [) $2 ;!/fIa1 f].cx{ /J1'L
Address f?E~gC11 /9Z City 2-/-I/1./S
, p
State
r7-
33S-3er
5.
Surety: Name
Address
City
State
Amount of Bond: $
6. Lender: Name
Address
City
State
7. Persons within the State of Florida designated by Owner upon whom
notices or other documents may be served as provided by Section
713.13 (1) (a) (7), FIOridj)St,atutes:
Name .5 4 ~I ~ ~ t:E....~L-/
Address
City
State
8. In addition to himself, Owner designates
of to receive a copy of the
Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes.
9. E:xp.lrl1t...lon date ot NotIce or Commencement. (the expiration date is 1 year
fr0mthe date of recording unless a different date is specified.)
1 Signature of Owner: (.,-~k"'A~-".L l!
Sworn to and subscribed before me this
/.
L.. j... ;..' '.",'
~. .' ." ~v~.~~~y .~'
~'" . . * . . . . . \ "
'1 day '0("':' '{SE ('T'~M ~E r(
( .
2.603
,
"~",,,_,j..
Notary' P.ublic:
)"~:,,...;..~. . .....:. :1.<
My ComiTIi.ssioiiE~'pires:
'2 ~ Q5'
PC93053048