HomeMy WebLinkAbout03-2358
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
2358
Permit Number: 2358
Permit Type: ADDITION/ALTERATION
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: RV PARK
Square Feet:
Est. Value:
Improv. Cost: 8,961.34
Date Issued: 9/12/2003
Total Fees: 112.50
Amount Paid: 112.50
Date Paid: 9/12/2003
Work Desc: LANAI
Address: 3531 TOURMALINE DR.
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: EMERALD POINTE
Parcel Number:
Name: GILBERT HILL
Address: 3531 TOURMALINE DR
ZEPHYRHILLS, FL. 33541
Phone:
/ . J 1 l o'f
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FOOTER I
PRE-SLAB 2ND ROUGH PLUMB DUCTS INSULATED
LINTEL WATER FINAL MECHANICAL
FRAME MISC I SEWER MISC
INSULATION WALL MISC MISC. I MISC.
INSULATION CEILI~G I MISC. MISC, MISC.
DRIV:WAY'/ In (( If c) ffP L MISC. . , , 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
'-"Warning to owner: Your failure tor-ecoid 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."
~" . . .,. Complete Plans, Specifications and'Fee Must Accompany Application.
Allwork shall ~eJ)~rfor ecllll_C1ccordance\IVith City Cod~s and Ordinallces
NO CCUPANCY BEFORE C.O.
~~_. -.- -~---- - -- --.
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- -- .-
R SIGNATU~ PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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~ AILING CODES. FLORIDA BUILDING
CODE.NA TIONAL ELECfRlC CODEMT
: or OF ZEPHYRHlLLS ORDINANCES
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to
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
PAN OR COMPOSITE PANEl
(SEE TABLES SECTION 7) ~
SEE CONNECTION DETAI~~i ~ \
(SECTION 7)
FOURTh WALL FRAMING
WHERE REQUIRED
EXISTING HOST STRUCTURE
2>< 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 W/3/S" 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: 31'16" = 1'-0"
f
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4714
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
SCREEN, ACRYLIC I VINYL, GLASS & MODULAR ROOMS
INTERIOR BEAM TABLES:
SCREEN & VINYL ROOMS:
3.1.3
GLASS ROOMS:
(PARTIALLY ENCLOSED) 3.2.3
(ENCLOSED) 3,3.4
SECTION 3
HOST STRUCTURE OR
FOURTH WALL FRAME
It
H *
L:
~V
"1J?/ ~.s'
PANS OR PANELS
ALUMINUM ROOF SYSTEM
PER SECTION 7
CARRIER BEAM POST
?
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~ t>-~
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
@ COPYRIGHT 2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E
PAGE
3-1
..
..
SCREEN, ACRYLIC I VINYL, GLASS & MODULAR ROOMS
COMPOSITE ROOF PANELS:
(4) 1/4" x 4" LAG BOLTS W/
1-1/4" FENDER WASHERS P~~R
4~0"PANELACROSSTH~
FRONT AND 24" O.C. ALONG
SIDES
2" x 2" OR 2" x 3" HOLLOW
GIRT AND KICK PLATE 2" x 2"
HOLLOW RAIL
POST ATTACHED TO BOTTOM
/ MIN, (3) #10 x 1-1/2" S.M.S. IN
SCREW BOSSES
r
..........
SECTION 3
RISER PANELS ATTACHED PE
CHAPTER 7
HEADER ATTACHED TO POST
W/ MIN. (3) #10 x 1-1/2" S.M.S,
IN SCREW BOSSES
2" x 2",2" x 3" OR 3" x 2"
HOLLOW (SEE SPAN TABLES)
FOR SNAP EXTRUSIONS GIRT
ATTACHED TO POST WITH
MIN. (3) #10 x 1/2" S.M.S. IN
SCREW BOSSES
1" x 2" OPEN BACK BOTTOM
RAIL
1/4" x 2-1/4" MASONRY
ANCHOR @ 6" FROM EACH
POST AND 24" O.C. (MAX,)
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
PAGE
@ COPYRIGHT 2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E.
c.
L
"
~
TYPICAL UPRIGHT DETAIL
SCALE: 3" = 1 '-0"
3-17
..
SECTION 3
SCREEN, ACRYLIC I VINYL, GLASS & MODULAR ROOMS
Table 3.1.1-110 Allowable Edge Beam Spans - Hollow Extrusions
For Screen or Vinyl Rooms
For 3 second wind gust at 110 MPH velocity; using design load of 20 #/SF (36 #/SF for Max. Cantilever)
Aluminum Alloy 6063 T -6 ' '.
"
2" x 2" x 0.044" "d: 2" x 2" x 0.055"
Load Max. Span 'L' / (bending 'b' or deflection 'd') Load Max. Span 'L' / (bending 'b' or deflection 'd')
Width (ft.) 1 & 2 Spar 3 Span 4 Span Max. Width (ft.) 1 & 2 Spar 3 Span 4 Span Max.
Cantilever Cantilever
5 4'-4" d 5'-5' d 5'_3' b 1 '_1" d 5 4'-S" d 5'.9' d 5'-S" b 1'.Z" d
6 4'_1' d 4'-11" b 4'-9" b 1'-0" d 6 4'-4" d 5'-5' d 5'_3" b 1'_1' d
7 3'-11" d 4'.7" b 4'_5' b 0'-11' d 7 4'.Z" d 4'-11' b 4'.10" b 1 '_0" d
8 3'-9' d 4'_3' b 4'.Z' b 0'-11' d 8 3'-11" d 4:-8' b 4'-6' b 0'-11' d
9 3'-7" d 4'-0' b 3'-11' b 0'-10' d 9 3'-1O"f 4'-5" b 4'_3' b 0'-11' d
10 3'-5' b 3'-10" b 3'-S' b 0'.10" d 10 3'-S" . ~'4'-Z' b 4'-0" b 0'-11' d
11 3'-3' b 3'-S' b 3'_6' b 0'-10" d 11 3'-7"""3'-11' b 3'-10" b 0'-10" d
12 3'_1' b 3'_6' b 3'-4' b 0'-10' d 12 3'_5" 3'-10' b 3'-S' b 0'-10" d
3" x 2" x 0.045" 3" x 2" x 0.070"
Load Max. Span 'L' / (bending 'b' or deflection 'd') Load Max. Span 'L'/ (bending 'b' or deflection 'd')
Width (ft.) 1 & 2 Span 3 Span 4 Span Max, Width (ft.) 1 & 2 Span 3 Span 4 Span Max.
Cantilever Cantilever
5 4'-11" d 6'-1" d 6'_3' d 1 'OZ' d 5 5'_7" d 6'-10" d 7'-0" d 1'-4' d
6 4'-S' d 5'-9" d 5'-9' b 1 '-Zoo d 6 5'-3" d 6'_5' d 6'-7" d 1'_3" d
7 4'-5' d 5'-6" d 5'-4" b 1'-1" d 7 4'-11" d 6'-Z' d 6'_3" d 1 '_3" d
8 4'-3" d 5'-1' b 4'_11' b 1'-0" d 8 4'-9" d 5'-10" d 5'_11" b 1'-Z" d
9 4'-1" d 4'_10" b 4'-S" b 0'-11" d 9 4'_7" d 5'-S' d 5'_7" b 1 '_1" d
10 3'-11" d 4'-7" b 4'_5" b 0'-11" d 10 4'-5" d 5'_5" d 5'_3" b 1 '_1" d
11 3'-10' d 4'-4" b 4'-3" b 0'-11" d 11 4'_3" d 5'-Z" b 5'-0" b 1'-0" d
12 3'-S" d 4'-Z" b 4'_1' b 0'-11' d 12 4'-Z" d 4'-11' b 4'-10' b 1'-0" d
2' x 3" )( 0.1145" 2" x 4" x 0.050"
Load Max. Span 'L' / (bending 'b' or deflection 'd') Load Max. Span 'L' I (bending 'b' or deflection 'd')
Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Width (ft.) 4 &~Span 3 Span 4 Span Max.
Cantilever Cantilever
5 6'-Z" d 7'-4 . b 7'-1" b 1'-6" d 5 7'-11 " d g'-4" b g'-o" b 1 '_11" d
6 5'.9" d 6'-S" b 6'-5' b 1'_5" d 5 7'-6" d 8'_6" b 8'-3" b 1 '_1 0" d
7 5'-6" d 6'-Z" b 5'-11' b 1'-4" d 7 7'-1" b 7'-11" b 7'-7" b 1'-9" d
8 5'_2" b 5'-9" b 5'_7" b 1'_3" d 8 6'_7" b 7'-5" b 7'-Z' b 1'-S" d
9 4'-10" b 5'_5" b 5'_3" b 1 '-3" d 9 6'.3" b 6'-11" b 6'-9" b 1'-7" d
10 4'.7" b 5'-Z" b 4'.11' b 1'-2" d 10 5'-11" b 6'-7" b 6'-5" b 1'-6" d
11 4'-5' b 4'_11" b 4'-9" b 1'-Z" d 11 5'-S" b 6'-4' b 6'_1' b 1'_6" d
12 4'.3' b 4'-9' b 4'-7" b 1 '_1" d 12 5'_5" b 6'-0" b 5'-10" b 1'-5" d
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.
Z. Spans may be interpolated.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767~556
PAGE
3-28
@ COPYRIGHT 2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
..
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
Open Structures Screen Rooms Partially Enclosed Enclosed Overhang 11
Wind Mono-Sloped Roof ",]....."o-Sloped Roof Cantilever
Region 1&2 3 4 1&2 T 3 4 1&2 T 3 4 1&2 3 4 All I
span span span span span span span span span span span span Roofs I
100MPH 21'-4" 23'.10" 23'-0" 20'-4" 22'.9" 21'.11" 13'.5" 15'-1" 14'.T 15'.1" 11'.9" 16'.3" 4'.0"
1110MPH 21 '-4" 23.10" 23'.0" 18'.8" 20'-11" 20'.2" 11' .7" 13'.6" 13'.1 " 13'-9" f5'-4" 14'.10" 4'.0"
120 MPH 20'-4" 22'.9" 21'.11" 11'.5" 19'.5" 18'.10" 10'.8" 12'.5" 11'.6" 12'.6" 13'.11" 13'-6" 4'.0"
~3 MPH 19'.6" 2".10" 21'.1" 15'.11" 18'.11" 18'.3" 10'.5" 11'.T 11'.3" 11'.8" 13'-8" 13'.2" 4'.0" ,
130 MPH 18'.0" 20'.2" 19'.5" 15'.1" 11'.9" 16'.3" 9',10" 10'.11" 10'.7" 11'.1" 12'.11" 12'.6" 4'.0"
1140 MPH 12'-4" 13'.9' 13'.3" 12'-4" 13'.9" 13'.3" 9'.2" 10'-3" g'-11" 10'-3" 11'.5' 11'.1" 4'.3"
150 MPH 12'-4" 13'.9" 13'.3" 12'-4' 13'.9" 13'.3" 8'.T 9'-7" 9'-3" 9'.6" 10'.8" 10'-4" 3'-"1"
3" x 48" x 0.030" Roof Panel , ,,;'';'1 Rooms I
"-
j Open Structures Screen Rooms Partially Encl(t~ 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
~'00 MPH 24'-11" 27'.11" 27'-0" 23'-10" 26'.8" 25'.9" 15'.10" 18'.5" 17'.10" 18'.8" 20'.10" 20'.2" 4'.0" i
~
110 MPH 24'.11" 27'.11" 21'.0' 21'.11 " 24'-5" 23'.8" 14'.2" 15'.10" 15'-4" 16'.2" 19'.3' 18'.8" 4'.0" -i
h20 MPH 23'.10" 26'.8" 25'.9" 20'.5" 22'.10" 22'.1" 12'.11" 14'.6" 14'.0" 14'.8" 17'.8" 15'.10" 4'.0"
! 123 MPH 22',11 " 2S'-T 24'.9" 19'.10' 22'.2" 21'.5" 12'.8" 14',2" 13',9" 14'.4" 16'-0" 15'.6" 4'-0"
r130 MPH 21'-2" 73'.T 22'-10" 18'.8" 20'.10" 20'-2" 11',6" 13',6" 13'.0" 13'.7" 15'-2" 14'-8" 4'-0"
r140MPH 14.5" 16',2" 15'-7" 14'.5" 16'.2" 15'.7" 10',CJ" 126" 11',7" 12'.8" 14'.2" 13'.R" 4'.0"
: 150 MPH 14'.5" '6',2" IS',T 14'-5" 16',2" 15'-7" 10'-0" I' ,3" 1Q'-iD" 11'-2" 13',2" :2'-9" 1'J" ,
,
4" , 48" x 0.024" Roof Panel Glass Rooms
~
Open Structures Screen Rooms Partially Enclosed Enclosed Overhang;
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
, Roofs
I- span span span span span span span span span span span span
~OO MPH 23'S 26'.2" 25'.3" 22'.3" 24'.11" 24'-1" 14'.9" 1 .6' 15'.11" 17'.5" 19'.6' 18'.10" 4'-0" ,
-J
,110 MPH 23',5" 26'.2" 25'.3" 20'.6" 22'.11" 22'.2" 13'.3" 14',10" 14'.4" 15'.1" 18'.0" '7'.5" 4.(''' I
W 20 MPH 22'.3" 24'.11" 24'.1" 19'.1" 21'-4" 20'.7" 11'.8" 13'.T 13'.2" 13'.9" 15'-4' 14'.10" 4'.0"
i123MPH 21',5" 23'.11" 23'.2" 18'.6" 20'.9" 20'.0" 11'.5" 13'.3" 12'.10" 13'.5" 14'.11" 14'.6" 4'.0'
130 MPH 19'.9" 22'-1 " 21'-4" 17'.5" 19'.6" 18'.10" 10'.9" 12'.7" 11'.8" 12'-8" 14'.2" 13'.8" 4'.0"
1140MPH 13'.6" 15',1" 14'-7" 13'.6" 15'.1" 14'.7" 10'-1" 11'-3" 10'10" 11',3" 13'.3" 12'-9" 4'.0"
!1S0MPH 13'.6" 15'.1" 14'.7" 13'.6" 15'.1" 14'.7" g'-5" 10'.6" 10'.2" 10'.5" 12'-4" 11'-4" 4'.0"
L
4" x 48" x 0.030" Roof Panel Glass Rooms
Open Structures Screen Rooms Partially Enclosed 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
span span span span span span span span span span span span Roofs
100 MPH 27'.9" 30',11" 29'.11" 26'.5" 29'.6" 28'.7" 18'-3" 20'-5" 19'.9" 20'.8" 23'.1" 22'-4" 4'.0"
110 MPH 27'.9" 30'-11" 29',11" 24'-4" 27'.2" 26'.3" 15'.9" 18'.6" 17',11" 19'-1" 21'.5" 20'.8" 4'.0"
120 MPH 26'.5" 29'.5" 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'-5" 28'.5" 21'.5" 21 '.11" 24'.7" 23'.9" 14'.1" 15'.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" 11'.11" 16'.3" 4'.0"
140 MPH 15'.11" 17'-11" 11'.3" 15'.11" 11'-11" 11'.3" 12'.5" 13'.10" 13'.5" 14'-0" 15'.8' 15'.2" 4'.0"
150 MPH 15'.11" 17'.11' 11'.3" 15'.11" 11'-11" 11'.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
POBOX 214368. SOUTH DAYTONA. FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767,6556
~
BTRUCTALI:
.UILDINII .V.T.M.
350 BURBANK. OLDSMAR. FL 34677-4906
LOCAL (813) 855.2627
NA TIONWIDE 1.800.969.3706
FAX 813 854-2802
PAGE
7-42
@ COPYRIGHT 2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E
to
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
SECTION 2
::"1:
'f~
3-1/2" (4" NOMINAL)
ALL SLABS
(1) #50 BAR CONT.
2'-0" MIN.
~ BEFORE SLOPE
"
.-.-.,.-.-
8"
TYPE I
FLAT SLOPE / NO FOOTING
0-2" / 12"
C/) .
w'<t
(2"7
<(N
>-r-
TYPE II
MODERATE SLOPE FOOTING
2" / 12" - 1'-10"
(1)tflS0 BAR CO NT.
" 4
_'-'-'-'-z!
/"
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 VERIFIED, 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 TANT
PO. 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
State of
NOTICE OF COMMENCEMENT
4.2,? ''?-
1111111111111111I1111111I11111111111111111111111111111111111
2003169934
hSC8.
.
fl//~h
.
County of
THE tmDERSIGNED 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.
2.
3.
R.
Description of Property: Parcel No. ;/1/- ;?~- ZI-Ot1?~.It!7tptPP- 2~~ LJ
_5'S-Q/ lCt.!rrnc;/lt(L_ tJ(I, 2- It/Is n' 3:3 5f'ZJ
-(Legal description of the property and street address if available)
..:#:-- ~ (; z,
General Description of Improvement
I-CI t-1~ I
Rcpt: 715372
os: 0.00
09/12/03
Rec: 6.00
IT: 0.00
Dpty Clerk
5.35'fl)State ;=:z..
Interest in Property:
Name of Fee Simple Titleholder:
(If other th~n owner)
~~91~~~~MA~ : Grs;O fOUNToYf C~ERK
OR BK 5535 PG 1931
Address
City
State
CJli Ifj'
contracto'jJN~me /1 7iZ " )tru1 Ie. / !lL
Address /ftJ., 86X, /12- City z... #tl(S
,
State r~ 33S5,
5. Surety: Name
Address
State
City
Amount of Bond: $
6. Lender: Name
7.
Address
City
State
Persons within the State of Florida
notices or other documents may be
713.13(1)(a)(7), Florida Statutes:
Name 5"> C? tit e- i::: r5e V\
designated by Owner upon whom
served as provided by Section
Address Sa :....1 'e-
City ...:5Cr WI ~
State S~t4<:::.-.
"
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. Exp~ration date 01 Notice of Commencement (the expiration date is 1 year
fr0m the date of recording unless a different date is specified.)
'I Signature of Owner: a ~ 4. iJ jiJ
Sworn to and subscribed before me this I 0
~.3 .
Notary Public: ~~. I~~'-;t-c
My Commission Expires: --' d. L:> <is -().::5
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PC93053048
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1fioftJ 3
Ufi L-tl'i P-t>>.V\.
SQ.E_
PRlCE
Main
Ollie::- Area
Unoer Roor
,; :tiuallOn:
~/1 L:.i , -; I..f
Building:
//2..,50
Secn:ic:
P'umomg:
Ivlech:unc:tl:
!Urian:
ScilOOi Imnacr
:::;ees:
C.>uuecncn
~~:
Tr.ms.. ~
Fees:
CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DEPARTMENT 5335 8th Street, Zephyrhills, FL 33542
813-780-0020 FAX:813-780-0021 Olr!
DATE RECE IVE~-f-t?....3---
PLANS REVIEW FEE
"Y,'i~;ER':: rlp.r'lE
&1/klLf L.
JlI/
PHONE 70"(- r z 9~/C!..~,
JOB ,i\DDRESS
~~3(
7?J (/ I'!.~ I9-llu -e. ,0 /L
I, ;i"ES:'F~F'iL)ij: UH(S)
B j(X' K
S lJ B [J I V I S I Ol'i
PARCEL ID #
2c..f ~ U -2/ - OOIl:>O ,- ?JC/O~O-2~U;) (OBTAIN FROM PROPERTY TAX NOTlJ'::EL_
HI '<f< ?PClp~;Er,: ~'lEVi -'\JNSTRUCTlill,J
o AUf)!TFiI:
o i\ lTF.RAT ION
o R F: P A I R
[J IllSI'll.!,!
[J ,;!')
o [Ji(l\! E.
n IJE:MOLISfi
,,'F' 'f'U,SE.
(;t: [JS!;! ~i\I'1ILY DWELL1I'i<;
b!"1IJLTL-FJlJvj] I,Y
o C\i["1I''1E RC I AI,
o HmlJ~;TR r Al
0# OF ImI'1'5
o SWH1MHlG POOL
o l'lCi[3T LE
o OTHER
(il:'
D RESTAURAIJT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK
/6 X L Z
L-;fl;L/PI-~
BriT IDING SIZE
/OK Z 2..
SQUARE fOOTAGE',
'2-20
HEIGHT
t' /
C?-/o
-~-----~..-
"USTDPITIAL:
"(:lvlHFRCIi\L:
ATT1\.CH (2) Pl:n PLANS & (2) SETS OF BfJILDING PLANS & (1) SFT FNFRC;Y ['IIR!d,;
ATTACH (3) SET~ OF BUILDING PLANS & (I) SET ENERGY FORMS,
PROPERTY SlJRVEY REQUI RED FOK ALL NE\tJ '=OtlSTEIJCTION.
M1P SERVICE
o t~; ()P,'; DA POWER
l){ pi ; ! 1 r Ih~
?1 ~ ~ 2L
PERMITS REQUESTED
VAUIATImJ OF TilTAL CONSTRUCTlC)l~
1"1
,_J
~'l"-: j\PJ(~'r;l
o W. R, E,C',
o ::l' !I~Bn]c.;
[] ii Hi\1 i~'r,j
VALUA TI OI.J m~ ~~r.:C HAIre r A L I ['JST ALLATT OIJ
[1 ,;I.,S
o ROO E' I !ll:;
o SPECTJl.LTY
o (Yi'IlER
11 E F C\l!]STRljC'T rot!: 0 BLOCK
o E'RAHE
o STU:I
o OTHER
E i 111 SHED Fil)(JK EI,EV,i\TIClNS
IS PRO,1E:CT IN fLOOD ZONE: Jl.READ YES
o !JC'
1'--'
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CC:.jPJl.lIY /1ro Z /"IkH1..LL(u.cvr AD4.c.-6",z.(c.
,STJlH (ERT OR RE:C; t S1' iI Cl!3L/zr~t?z~.__,
,'lTY PROCESSING #
BUILDER
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ELECTRICIAN
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ST1\1'E CERT OR REGIST #
!'ITY PROCESSING #
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PUJMBER
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STATE CERT OR REGIST #
ITY PROCESSING #
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:;n\TE ('ERT Cif{ REC;JST #
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STATE CERT OR REGIST #
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