HomeMy WebLinkAbout03-2333
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
2333
Permit Number:
Permit Type:
Class of Work:
Proposed Use:
Sq. Feet:
Cost:
Amount Paid:
2333 Issued: 8/29/2003
GENERAL BUILDING PERMIT
434-ADD/AL T RESIDENTIAL
NOT APPLICABLE
Est. Value:
840.00 Total Fees: 35.00
35.00 Date Paid: 8/29/2003
Address: 475418TH ST
ZEPHYRHILLS, FL.
Township: Range:
Lot(s): Block: Section:
Book: Page:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: .
Name: A TO Z ALUMINUM PRODUCTS INC
Addr: P.O. BOX 192
ZEPHYRHILLS, FL 33539 I
Phone: (813)715-7523 Lie: J Phone:
Work Desc: SCREEN ROOM AT END OF CARPORT
DAN WENDLING
4754 18TH ST
ZEPHYRHILLS, FL. 33542
f) ~\\f~pO
F I H PLU
PRE.SLAB CONSTRUCTION POLE . 2ND ROUGH PLUMB DUCTS INSULATED
LINTEL PRE-METER i WATER FINAL MECHANICAL
FRAME MISC i SEWER MISC
INSULATION WALL MISC I MISC. i MISC.
INSULATION CEILING MISC. ! MISC. MISC.
DRIVEWAY MISC. I MISC. .. FIRE DEPT. FINAL
REINSPECTION FEES: When extra inspection trips are necessary 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 yo intend to obtain financing, consult with your lender or an attorney
before recordin our notice f co ncement."
-- --
NO OCCUPANCY BEFORE C.O.
. t5d-
ORS SIGNATURE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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SCREEN, ACRYLIC I VINYL, GLASS & MODULAR ROOMS SECTION 3
Table 3.1.5 Allowable Upright Heights, Chair Rail Spans or Header Spans
For Screen Rooms or Vinyl Rooms
Aluminum Alloy 6063 T-6
For 3 second wind gust at 110 MPH velocity; using design load of 11 #/SF
'~ a. Tributary Load Width 'W' = Purlin Spacing
Sections 3'-0"" 3'-6" I 4'..0" I 4'-6" 5'-0" 5'-6" I 6'-0" I 6'-6" 7'-0" I 7'-6"
Allowable Height 'H' I bending 'b' or deflection 'd'
2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'.2" b 7'.8" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11 " b
2" x 2" x 0.055" Hollow 10'-3" b 9'-6" b 8'-11" b 8'.5" b 7'-11" b 7'.7" b 7'-3" b 6'-11" b 6'-9" b 6'-6" b
3" x 2" x 0.045" Hollow 11 '-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'-4" b 7'-11" b 7'-8" b 7'-5" b 7'.2" b
3" x 2" x 0.070" Hollow 12'-9" d 12'.2" d 11 '-7" d 10'-11" b 10' -5" b 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8'-6" b
2" x 3" x 0.045" Hollow 12'-9" b 11 '-9" b 11 '-0" b 10'.5" b 9'-10" b 9'-5" b 8'-11" b 8'-8" b 8'-4" b 8'.1 " b
2" x 4" x 0.050" Hollow 16'-3" b 15'-1. b 14'-1" b 13'-3" b 12'-7" b '12'-0" b 11 '-6" b 11 '-0" b 10'-8" b 10'-3" b
2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 19'-3" b ~ 17'-5" b 16'-8" b 16'-0" b 15'-5" b 14'-11" b
2" x 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" b 21 '-3" b 19'-3" b 18'-5" b 17'-9" b 17'-1" b 16'-6" b
2" x 2" x 0.044" Snap 11 '-3" b 10'-5" b 9'.9" b 9'-2" b 8'-3" b 7'-11" b 7'-7" b 7'-4" b 7'-1 " b
2" x 3" x 0.045" Snap 14'-4" b 13'-4" b 12'-5" b 11 '.9" b 11'"2" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 9'-1" b
2" x 4" x 0.045" Snap 17'-7" b 16'-3" b 15'-3" b 14'-4" b 13'-7" b 12'-11" b 12'.5" b 11'-11" b 11 '-6" b 11 '-1" b
For 3 second wind gust at 120 MPH velocity; using design load of 13 #/SF
Tributary Load Width W = Purlln Spacing
Sections 3'-0'" I 3'-6" I 4'-0" 4'-6" 5'-0" I 5'-6" I 6'-0" 6'-6" I 7'-0" 7'-6"
Allowable Height 'H' I bending 'b' or deflection 'd'
2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 7'-6" b 7'-1" b 6'-8" b 6'-5" b 6'-1" b 5'-11" b 5'-8" b 5'-6" b
2" x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b 7'.9" b 7'-4" b 6'-11" b 6'-8" b 6'.5" b 6'-2" b 5'-11" b
3" x 2" x 0.045" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b 7'-4" b 7'-1" b 6'-10" b 6'-7" b
3" x 2" x 0.070" Hollow 12'-1" d 11 '-5" b 10'-8" b 10' -1" b 9'-7" b 9'.2" b 8'-9" b 8'-5" b 8'-1 " b 7'-10" b
2" x 3" x 0.045" Hollow 12'-10" b 11'.11" b 11 '-2" b 10'-6" b 9'.11" b 9'-6" b 9'-1" b 8'-9" b 8'-5" b 8'.2" b
2" x 4" x 0.050" Hollow 14'-11" b 13'-10" b 12'-11" b 12' -2" b 11 '-7" b 11 '-0" b 10'-7" b 10'-2" b 9'.9" b 9'-5" b
2" x 5" x 0,050" S.M.B. 21 '-8" b 20'-1" b 18'-9" b 17'-9" b 16'-10" b 16'-0" b 15'-4" b 14'-9" b 14'-2" b 13'-9" b
2" x 6" x 0.050" S.M.B. 23'-11"b 22'-2" b 20'-9" b 19'-7" b 18'-7" b 17'.9" b 16'-11" b 16'-3" b 15'-8" b 15'-2" b
2" x 2" x 0.044" Snap 10'-4 " b 9'-7" b 8'-11" b 8'-5" b 7'-11 " b 7'-7" b 7'-4" b 7'-0" b 6'-9" b 6'-6" b
2" x 3" x 0.045" Snap 13'-3" b 12'.3" b 11 '-5" b 10'.a" b ':10'-3" b 9'-9" b 9'-4" b 8'-11" b 8'-8" b 8'-4" b
2" x 4" x 0.045" Snap 16'-2" b 14'-11" b 14'-0" b 13'-2" b 12'-6" b 11'-11" b 11' .5" b 10'-11" b 10'-7" b 10'-3" b
For 3 second wind gust at 130 MPH velocity; using design load of 15 #/SF
Tributary Load Width 'W' = Purlln Spacing
Sections 3'..Q'" I 3'-6" 4'-0" 4'-6" I 5'-0" I 5'-6" I 6'-0" I 6'-6" I 7'-0" 7'--6"
Allowable Height 'H' I bending 'b' or deflection 'd'
2" x 2" x 0.044" Hollow 8'-1" b 7'-6" b 6'-11" b 6'-7" b 6'-3" b 5'-11" b 5'-8" b 5'-6" b 5'-3" b 5'-1 " b
2" x 2" x 0.055" Hollow 8'-10" b 8'.2" b 7'-7" b 7'-2" b 6'-10" b 6'-6" b 6'-3" b 5'-11 " b 5'-9" b 5'-7" b
3" x 2" x 0.045" Hollow 9'-8" b 8'-11" b 8'-4" b 7'-11" b 7'-6" b 7'.2" b 6'-10" b 6'-7" b 6'-4" b 6'-1" b
3" x 2" x 0.070" Hollow 11 '-6" b 10'-8" b 9'-11 " b 9'.5" b 8'-11" b 8'-6" b 8'-2" b 7'.10" b 7'-6" b 7'.3" b
2" x 3" x 0.04S" Hollow 11'-11" b 11 '-1" b 10'-4" b 9'-9" b 9'-3" b 8'-10" b 8'-5" b 8'-2" b 7'.10" b 7'-7" b
2" x 4" x O.OSO" Hollow 13'-11" b 12'-11"b 12'.1" 'b 11 '-4" b 10'-9" b 10'-3" b 9'.10" b 9'-5" b 9'-1" b 8'-10" b
2" x S" x 0.050" S.M.B. 20'-2" b 18'-8" b 17'-6" b 16'.6" b 15'-8" b 14'-11" b 14'-3" b 13'-9" b 13'-3" b 12'-9" b
2" x 6" x 0.050" S.M.B. 22'-4" b 20'-8" b 19'-4" b 18'-3" b 17'.3" b 16'-6" b 15'-9" b 15'-2" b 14'-7" b 14'.1" b
2" x 2" x 0.044" Snap 9'-7" b 8'-11" b 8'-4" b 7'-10" b 7'-5" b 7'-1" b 6'-9" b 6'-6" b 6'.3" b 6'-1 " b
2" x 3" x 0.04S" Snap 12'-4 " b 11 '-5" b 10'-8" b 10'.1" b 9'-6" b 9'-1 " b 8'-8" b 8'-4" b 8'-1" b 7'-9" b
2" x 4" x 0.045" Snap 15'-1" b 13'-11" b 13'-0" b 12'-4 " b 11 '-8" b 11 '.1" b 10'-8" b 10'-3" b 9'-10" b 9'-6" b
Notes:
1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam
connection to the above spans for total beam spans,
2. Spans may be interpolated.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 214::'68, 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. 3-39
SCREEN, ACRYLIC I VINYL, GLASS & MODULAR ROOMS
AN ROOF, COMPOSITE PANEL
OR HOST STRUCTURAL
FRAMING
(4) #8 x 1/2" S.M.S. EACH SIDE
OF POST
1 x 2 TOP RAIL FOR SIDE
WALLS ONLY OR MIN. FRONT
WALL 2 x 2 ATTACHED TO
POST W/1" x 1" x 2" ANGLE
CLIPS EACH SIDE OF POST
GIRT OR CHAIR RAIL AND KICK
PLATE 2" x 2" x 0.032" MIN.
HOLLOW RAIL
ANCHOR 1 x 2 PLATE TO
CONCRETE WITH 1/4" x 2-1/2"
CONCRETE ANCHORS WITHIN
6" OF EACH SIDE OF EACH
POST AT 24" O.C. MAX. OR
THROUGH ANGLE AT 24" O.C.
MAX.
MIN. 3-1/2" SLAB 2500 PSI
CONC. 6 x 6 - 10 x 10 WW.M.
OR FIBER MESH
/
I
SECTION 3
1" x 2" TOP RAILS FOR SIDE WALLS
WITH MAX. 3.5' LOAD WIDTH SHALL
HAVE A MAXIMUM UPRIGHT
SPACING AS FOLLOWS
WIND ZONE MAX. UPRIGHT
SPACING
102
110
120
123
130
140
150
7'-0"
6'.7"
6'-3"
6'-1 "
5'-8"
5'-1 "
4'-11 "
\
'.
INTERNAL OR EXTERNAL
'L' CLIP OR 'U' CHANNEL CHAIR
RAIL ATTACHED TO POST WI
MIN. (4) #10 S.M.S.
1 x 2 OR 2 x 2 ATTACHED TO
BOTTOM W/1" x 1" x 2" x 1/16"
0.045" ANGLE CLIPS EACH SID
AND MIN. (4) #10 x 1/2" S.M.S.
1" x 2" x 0.032" MIN. OPEN BAC
EXTRUSION
1-1/8" MIN. IN CONCRETE
VAPOR BARRIER UNDER
CONCRETE
POST TO BASE, GIRT AND POST TO BEAM DETAIL
SCALE: 3" = 1'-0"
t-"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT
P.O. BOX 214:;6!1. 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
.
3-13
SECTION 3
SCREEN, ACRYLIC I VINYL7:GLASS & MODULAR ROOMS
I
f/
'LW FOR
MAX.
UPRIGHT
HEIGHT (h)
EDGE BEAM TABLES:
SCREEN & VINYL ROOMS:
3.1.1, 3.1.2
GLASS ROOMS:
(PARTIALLY ENCLOSED) 3.2.1,
3.2.2
(ENCLOSED) 3.3.1, 3.3.2, 3.3.3
H*
1" x 2"
'I<-- MIN. 3-1/2" SLAB ON GRADE
VARIES OR RAISED FOOTING
(FOR FOOTINGS SEE DETAILS
TYPICAL GLASS ROOM WITH SOLID ROOF PAGE 3-23 24 25)
TYPICAL FRONT VIEW FRAMING ' ,
* (HEIGHT OF UPRIGHT IS MEASURED ~ROM
TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM)
'LW LOAD WIDTH
r FOR ROOF B~AMMf-
r 'P/2' 'P/2'
SIZE BEAM AND UPRIGHTS
(SEE TABLES)
ALTERNATE CONNECTION
@ FASCIA ALLOWED
(SEE SECTION 7 FOR DETAILS)
O.H.
SOLID ROOF
NO MAXIMUM
(ELEVATION SLAB OR GRADE)
'I<--
VARIES
.d #
f/
UJ
,,0::
z::l
-I--
1--(,)
~::l
><0::
UJI--
(/)
VARIES
P = PROJECTION FROM BLDG.
LW = LOAD WIDTH
NOTES:
1.ANCHOR 1" x 2" OPEN BACK EXTRUSION WI 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C.
AND WI IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/#10 x 2-1/2" S.M.S. WI
WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN
INTERNALL Y OR WI ANCHOR CLIPS AND (2) #8 SCREWS WI WASHERS @ EACH POINT OF
CONNECTION.
2.SELECT FRONT WALL BEAM FROM TABLE IJ,jiNG LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H.
3.SELECT SCREEN ROOM FORTH WALL BJ;,j.*OM TABLE 3.1.3 AND GLASS ROOM FOURTH WALL
BEAMS FROM TABLE 3.1.5 USING P/2 'i;;f/f
4.ANCHORS BASED ON 120 MPH WIND VaOCITY. FOR HIGHER WIND ZONES USE THE FOllOWING
CONVERSION: 100 -123 130 140 150
#8 #10 #12 #12
J
'P'VARIES
1
TYPICAL SCREEN I GLASS ROOM
SCALE: 3/16" = 1 '-0"
Lawrence E. Bennett, P,E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P.O. BOX 214366. SOUTH DAYTONA. FL 32121
TELEPHONE (366) 767-4774
FAX (366) 767-6556
PAGE
@ COPYRIGHT 2003
3-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
.
Pi T~ l... ~L'-'V\...N~ ~
<)~ ~c.s
SQ. F::'_
PRICE
Mmn
Other Area.
UnCleI' R.oor
''/ :liuarion:
Building: '3 S' _ ~ 1:.
Electric:
P!wnomg:
Mechamc:ll:
lWrion:
Sci100i Imoacr
? e::s:
C..mnecncn
:;ees:
T.r:lDS... !1npact
~ees:
CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DEPARTMENT 5335 Sth Street, Zephyrhills, FL 33542
813-780-0020 FAX:813-7S0-0021
DATE RECEIVED
PLANS REVIEW FEE
OWNER'S NAME 1!JJ4 /IJ
JOB ADDRESS 'I?,S'I ./i S'r
LEGAL DESCRIPTION: LOT(S)
PHONE '{(3-1.'7f-~/~O
BLOCK
SUBDIVISION
PARCEL ID #
WORK PROPSED: ~W CONSTRUCTION
(OBTAIN FROM PROPERTY TAX NOTICE)
o ADDITION
DALTERATION
o REPAIR
o INSTALL
o SIGN
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
DCOMMERCIAL
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
o OTHER
DESCRIPTION OF WORK
c=J RESTAURANT & HEALTH DEPARTMENT APPROVAL
5creeti RfJDW{ a! Efld
of' ~dLrfCJr/ ZJ11 (V
/
BUILDING SIZE
SQUARE FOOTAGE
HEIGHT
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
~LDING
$
;g LjtJ.. ~!J
PERMITS REQUESTED
VALUATION OF TOTAL CONSTRUCTION
o ELECTRICAL
AMP SERVICE
o FLORIDA POWER
o W.R.E.C,
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
BUILDER
COMPAN
STATE CERT OR REGIST
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 that this permit may be subject to "deed restrictionsU which
may be more restrictive than City regulations. The undersigned assumes responsibility for
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 SectionsU of this application for which they
will be 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 Guideu prepared by the Florida Department of Agriculture
and Consumer Affairs, If the applicant is someone other that the "ownerU, I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the "ownerU 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
Landsi 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 "AU or "A,etc.u, it is
understood that a drainage plan addressing a "compensating volumeU 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 CO ENCEMENT MAY RESULT IN OUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YO NTEND TO 0 TAIN FINANC G, CONSULT
WITH R LENDER OR AN ATTORNE BEFORE RECORDING YOU N TICE OF MENCEMENT. JOBS UNDER
$2,5 0 IN VALU 0 NOT NEED' RECORD AND POST A TI E OF CO CEMENTu.
OR AGENT
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _ day of
by
acknowledged
, 20_
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _day of
by
ackno""ledged
, 20
(name of person acknowledged)
owho is personally known to me, or
(name of person acknowledged)
[1ho is personally known to me, or
owho has produced
(type
and whoo did 0 did not
of identification)
take an oath.
owho has produced
(type of identification)
and who odid []:lid not take an oath
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
n ','__~'.:;,,,,,~,;; ~ ~~,~_"',~_ .~
~~............,..,.........-~._.n_---~-"1
A TOZALUMINUM,INC.
P.o. Box 192, Zephyrhills, Fl. 33539
Z'HILLS (813)715-7523*HUDSON(727)857-1234
ST.
Fax
email
Other Phone
Street
City ST.
Zip
Cell #
Parcel #
..-
e Hereby Propose to furnish the materlaJs and perform the labor necessary for the completion of:
All material Is quaranteed to be specified. and the above work to be pelfonned In accordance with the drawings a
Specification submitted for above work and completed in substantlal WiOOunanllke manner for the sum of /,
Dollars ($ 1,0
with payments to be made as follows
Arf'/ alteration or deviation from the above speciflcatlon involving extra costs, -
be'8llecumd only upon _n onlers, and will _ an extra charge over
and above the estimate. All agreements conlillll8lll upon strikes. accidentS or
delays beyond our control. Owner to carry fire, lDmado and otIler necessary
insurance upon above worK. Wor1<er's Com~ and Public Liabillly
Insurance on above wor1< to be1aken out by:
Respectfully submitted:
Per.
Note-This proposal may be withdrawn by us in not accepted
within days
ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are satisfactory and are hereby accepted. You are to do
the work as specified. Payment will be made as outlines above.
Signature 1
l'
Date:
Signature
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A TO Z ALUMINUM, INC.
P.o. Box 192, ZephyThills, Fl. 33539
Z'HILLS (813)115-1523*HUDSON(121)851-1234
ST.
Fax
email
Other Phone
Street
City ST.
Zip
Cell #
Parcel #
e Hereby Propose to furnish the materials and perform the labor necessary for the completion of:
All material Is quaranteed to be specified, and the above work to be performed In accordance with the drawings an
SpecifIcatIon submitted for above work and completed In substantial workmanlike manner tor the sum of
with payments to be made as tollows
Asf'/ a_on or deviation from the above specification involving extra costs, will
be necUl8d only upon wrttbln orders, and will become an extra charge over Respectfully submitted:
and aboVe the estImala. All agreements contingent upon striklls, accidentS or Per:
dtItays beyond our control. Owner lD cany fire, lDmadO and oilier necessary
insurance upon above work. Wor1<er's Compensation and Public Liability
Insurance on above warIt lD be taken out by:
Note-This proposal may be withdrawn by us in not accepted
within days
ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are satisfactory and are hereby accepted. You are to do
the work as specified. Payment will be made as outlines above.
Signature 1
I'
Signature
Date: