HomeMy WebLinkAbout02-1210
BUILDING PERMIT
CITY OF ZEPHYRHILLS Permit N~
1210
02t(o ' rXI
BUilDING
~S'pV
ELECTRICAL
(813) 780-0020
37 ' .s-~
PLUMBING MECHANICAL
Date
5-.7- CJ~
Sewer Conn
P<opertyOwne, 7?Zru: ~
Job Address: 3 d.. /J
.
Parcel I. D. #
Water Conn:
Zoning:
Descriotion of Work
Energy Code:
7n~~
~r c:l/;/
Radon Gas: /I 'I}'
Water Meter:
T,I.F.'s:
FINAL
C,Q.
).
DATE
- 0 ~
NO OCCUPANCY BEFORE C,O.
Complete Plans, Specifications and Fee Must Accompany Application,
All work shall be performed in accordance with City Codes and Ordinanceso
DATE
)permit Fee
~ignatur
Company
Address
Xfelephone#
f1fO
Valuation or
Contract Price
~ 7;/00" eo
;)517
City license Registration #
State Certified license#
/I fo Z I7kynn.
7JZbtZo/! 8er.
"1f~d-...
BUilDING
ELECTRICAL
(3",tt aul"~
17~1
PLUMBING
Ftro / 5-'2..c1~d;Z foIJo.Etf'Tp. Serv,
Pre SlB V5'~1-02..lff~e{jRough In ~ -;?fj-.o.,< IZU/
lintel Meter Can
FRM. ,/t ..,;23--0':? f<L'( Const. Pole
Insul. CL Pool /
Wl Pre-Meter j 1-/' -01- Qv~
Final. /11 - L( - ():J. 1<J'1
Driveway ..; 5'--;)C;,-IJ')M~RU1 l,kS'O
5N~t~('Y\ ~ (o..tLf-02 (2<-'1 LAJR.f ~ 1-((, ~O"'L
-C::L 11f1/. iU.,,/ Breakers
-O.:J et. Ducts Insl.
Water Compressor
Sewer F=inal
Fina/./lf-if-OI PU'II/-UC)
II; 5"-3 SN-rj// f. C;6
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of twenty-five and 00/100 Dollars ($25000) shall be made for each trip for each trade:
a. Wrong Address
bo Condemned work resulting from faulty construction,
c, Repairs or corrections not made when inspection called,
do Work not ready for inspection when called.
e. Permit not posted on job site,
fo 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.
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ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
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HOST STRUCTURE
SECTION 2
ANCHOR WITH HEADER
CHANNEL
WOOD FRAME SHED WI 2 x 4
PRESSURE TREATED PINE
PLATE ANCHORED TO
CONCRETE WI 1/4" CONCRETE
FASTENERS @ 4'-0" 0, C,
MID-SPAN BEAM (SELECT 'L'
FROM TABLE 2,1,1 AND I OR
TABLE 2,1,2)
FRONT WALL BEAM (SELECT
'L' FROM TABLE 2,3)
SHADING TYPE II
DENOTES INTERIOR POST
MAX, ROOF AREA (SEE TABLE
2,1,1 AND I OR TABLE 2,12)
SHADING TYPE I
DENOTES EXTERIOR POST
ROOF AREA (SEE TABLE 2,2,1
AND/OR TABLE 2,2,2)
M!N, 3" x 3" x 0,060"
THRU-BOL TED TO HEADER
POST ANCHOR TO CONCRETE
(SEE DETAIL REQUIRED POST)
(TYPICAL)
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DOUBLE CARPORT WITH CENTER POST - PLAN VIEW
ROOF CONNECTION DETAILS
(SEE SECTION 7)
MID-SPAN BEAM SIMPLE SPAN
(SEE TABLE 2,1,1 AND I OR
TABLE 2,1,2)
POST TO BEAM (SEE
TABLE 2,3)
POST SIZE AND SPACING
(SEE TABLE 2,2,1 AND I OR
TABLE 2,2,2)
ROOF PANELS
(SEE TABLES SECTION 7)
SEE FOOTING DETAILS
- ---- ._--_._--~-
PAGE 2-15
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DOUBLE CARPORT WITH CENTER POST - ELEVATION VIEW
- PROJECTION VARIES
--- "-
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''',
Lawrence E, Bennett, P,E,
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
POBOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-S556
SEAL
PAGE
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIITEN PERMISSION OF LAWRENCE E BENNETT P E
2-1
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
SECTION 2
Table 2,1,2
Allowable Roof Beam Spans for Carports, Patio Covers,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 6063 T ~
Wind Zone = 102 MPH 110MPH I 120 MPH 125 MPH I 140 MPH
Applied Load = 17# I Sq, Ft. 20# I Sq, Ft. I 2l# I Sq, Ft. 26# I Sq, Ft. I 32# I Sq, Ft.
Load Width 2" x 6" x 0,050" x 0,120" Self Mating Beam
6' 15'-1" 13'-11' 12'-11" 12'-2" 10'-11"
8' 13'-1 " 12'-1" 11'-3" 10'-7" 9'-6"
9' 12'-4" 11'-4" 10'-7" 9'-11 " 8'-11 "
10' 11'-8" 10'-9" 10'-1" 9'-5" 8'-6"
11' 11'-2" 10'-3" 9'-7" 9'-0' 8'-1 "
12' 10'-8" 9'-10" 9'-2" 8'-8" 7' -9"
13' 10'-3" 9'-5" 8'-10" 8'-3" 7'-6"
14' 9'-11" 9'-1" 8'-6" 7'-11 " 7'-2"
Load Width 2" x 7" x 00055" x 00120" Self Mating Beam
6' 16'-11" 15'-8" 14'-7" 13'-8" 12'-4"
8' 14'-8" 13'-6" 12'-7" 11'-10" 10'-8"
g' 13'-10" 12'-9' 11'-11" 11'-2" 10'-1"
10' 13'-2" 12'-1" 11'-3" 10'-7" 9'-7"
11' 12'-6" 11'- 7" 10'-9" 10'-1" 9'-2"
12' 11'-11" 11'-1' 10'-4" 9'-8" 8'-9"
13' 11'-6" 1 0'-7" 9'-11" 9'-4" 8'-5"
14' 11'-1" 10'-3" 9'-6" 8'-11" 8'-1"
Load Width 2" x 8" x 0,072" x 0,224" Self Mating Beam
6' 22'-0" 20'-4' 18'-11" 17'-10" 16'-1"
8' 19'-1" 17'- 7" 16'-5" 15'-5" 13'-11"
9' 17'-11 " 16'- 7" 15'-5" 14'-6" 13'-1 "
10' 17'-1 " 15'-9" 14'-8" 13'-9" 12'-5"
11' 16'-3" 14'-11" 13'-11 " 13'-2" 11'-10"
12' 15'-7" 14'-4" 13'-5" 12'-7" 11'-4"
13' 14'-11" 13'-9" 12'-10" 12'-1' 10'-11"
14' 14'-5" 13'-3" 12'-5" 11'-8" 10'-6"
Load Width 2" x g" x 0,072" x 0,224" Self Ma~ing Beam
6' 24'-5" 22'-6" 20'-11" 19'-9" 17'-9"
8' 21'-2" 19'-6" 18'-2" 17'-1 " 15'-5"
9' 19'-11" 18'-4" 17'-2" 16'-1" 14'-6"
10' 18'-11" 17'-5" 16'-3" 15'-3" 13'-9"
11 ' 18'-0" 16'-7" 15'-6" 14'-7" 13'-2"
12' 17'-3" 15'-11" 14'-10" 13'-11" 12'-7"
13' 16'-7" 15'-3" 14'-3" 13'-5" 12'-1"
14' 15'-11" 14'-9" 13'-9" 12'-11" 11 '-8"
Load Width 2" x 9" x 0,082" x 0,306" Self Mating Beam
6' 26'-4" 24'-4" 22'-8" 21'-4" 19'-2'
8' 22'-10" 21'-0" 19'-7" 18'-5" 16'-8"
9' 21'-6" 19'-10" 18'-6" 17'-5" 15'-8"
10' 20'-5" 18'-10" 17'-7" 16'-6" 14'-11"
11 ' 19'-6' 17'-11" 16'-9" 15'-9" 14'-2"
12' 18'-8" 17'-2" 16'-0" 15'-1" 13'-7"
13' 17'-11 " 16'-6" 15'-5" 14'-6" 13'-1"
14' 17'-3" 15'-11" 14'-10" 13'-11" 12'-7"
Notes:
Above spans do not include length of knee brace, Add horizontal length of knee brace to above spans for
total beam spans,
Lawrence Eo Bennett, P,E,
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
PO, BOX 4368. SOUTH DAYTONA. FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P,E
PAGE
2-21
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Lawrence Eo Bennett, PoE,
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
POBOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-<;556
SEAL
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, PE
PAGE
7-15
SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
Table 2.202 Allowable Attributable Roof Area per Post for Carports,
Patio Covers, and other Open Buildings - ALUMINUM POSTS
Aluminum Post
Wind Load = 102 MPH I 110 MPH I 120 MPH 125 MPH I 140 MPH
Applied Load = 17 #/Sao Ft.1 20 #lSao Ft.1 23 #/Sa. Ft. 26 #lSq. Ft.1 '32 #/Sqo Ft.
Maximum Allowable Roof Area in Sauare Feet for Various Loads on Post
Heiaht Load in Lbs 3" x 3" x 00090" Hollow Extrusion - Aluminum Allo~ 6063 T-6
11'.10. 5,184 305 259 225 199 162
13'.10. 3,888 229 194 169 150 122
15'.10. 3,024 178 151 131 116 95
17'-10. 2268 133 113 99 87 71
Height Load In Lbs 3" x 3" x 0,125" Hollow Extrusion. Aluminum Allo~ 6063 T-6
13'.9" 6,912 407 346 301 266 216
16'.1. 5,184 305 259 225 199 162
18'-4 " 4032 237 202 175 155 126
20'.7" 3,024 178 151 131 116 95
Height Load in Lbs 4" x 4" x 0,125" Hollow Extrusion. Aluminum Allo~ 6063 T-6
15'.9. 9,312 548 466 405 358 291
18'.5. 6,984 411 349 304 269 218
21'.0. 5,432 320 272 236 209 170
23'-8" 4074 240 204 177 157 127
Steel Post
Wind Load = 102 MPH 110 MPH I 120 MPH 125 MPH 140 MPH
ADDlied Load = 17 #/Sq, Ft. 20 #lSq, Ft.1 23 #/Sq, Ft. 26 #lSa, Ft. 32 #/Sa, Ft.
Maximum Allowable Roof Area in Square Feet for Various Loads on Post
Height Load in Lbs 3" x 3" x 14 Gauge Post. 46 k,soi. Steel
19'.10" 10,050 591 503 437 387 314
21'.9. 7,430 437 372 323 286 232
23'.9" 5638 332 282 245 217 176
25'.9" 4,371 257 219 190 168 137
.Heiaht Load in Lbs 3" x 3" x 11 Gauge Post. 46 k,s.i. Steel
19'-8. 15,870 934 794 690 610 496
21'-7" 11,730 690 587 510 451 367
23'.6" 8,970 528 449 390 345 280
25'-6. 6900 406 345 300 265 216
Height Load in Lbs 4" x 4" x 14 Gauae Post. 46 kos.i. Steel
26'.8. 12,650 744 633 550 487 395
29'.3" 9350 550 468 407 360 292
32'.0" 7,150 421 358 311 275 223
34'.8" 5,500 324 275 239 212 172
--
Lawrence E. Bennett, P,E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
PO BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
PAGE
@ COPYRIGHT 2000
2-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P,E.
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS, SECTION 2
Table 2,3 Schedule of Post to Beam Size and Number of Thru-Bolts Required
Aluminum Alloy 6063 T-6
Beam Minimum # Thru.Bolt (Ql L-D+'/,' Minimum Mln, # Knee
Size Post Size 1/4" I1l 3/8" I1l Knee Brace" Brace Screws
2" x 3" x 0,050" Hollow Tilt 3"x 3"x 0,060" Scalloped 2 - 2" x 3. x 0,050" (3)#8
2" x 4' x 0,050" Hollow 3"x 3"x 0,060" Scalloped 2 - 2" x 3" x 0,050" (3)#8
2" x 4" x 0,038" x 0 100" Self Mating Beam 3"x 3"x 0,060" Scalloped 2 2" x 3" x 0,050" (3)#8
2" x 5' x 0.050" x 0 100 Self Mating Beam 3'x 3"x 0,060" Scalloped 2 - 2" x 3" x O,OSO" (3)#8
2" x 6" x O,OSO" x 0 120' Self Mating Beam 3"x 3"x 0,060" Scalloped 2 - 2" x 3" x O,OSO" (3) #10
2" x r x 0,055" x 0,120' Self Mating Beam 3" x 3" x 0,093" 3 2 2" x 4" x O,OSO" (3)#10
2" x 8" x 0,072" x 0.224' Self Mating Beam 3" x 3" x 0,093" 3 2 2" x 4. x O,OSO" (3) #12
2" x 9" x 0,072" x 0224' Self Mating Beam 3" x 3" x 0,125' 4 3 2" x 4" x O,OSO" (3) #14
2" x 9" x 0,082" x 0,306' Self Mating Beam 3" x 3" x O,12S" 4 3 2" x 4" x O.OSO' (3) #14
The minimum number of thru bolts is (2)
. Minimum post/beam may be used as minimum knee brace
Table 204 Footings - Maximum Roof Area for Carport Posts
Wind Zone = 1102 MPH I 110 MPH 120 MPH I 125 MPH 1 140 MPH
Applied Load = 17 #/Ft.' 20 #/Ft,' 23 #/Ft,' 26 #/Ft. 2 32 #/Ft~
Existing Slab on Grade with unknown 20 17 1S 13 10
reinforcement
Isolated Footing Rating # Uplift
Dimensions~ Maximum Attributable Roof Area In Square Feet
1'.0" x 1'.0" x 1'-0" 520 30 26 22 20 16
1'-4" x 1'-4" x 1'-4" 1000 59 50 43 38 31
1'-6" x 1'-6" x 1'-6" 1320 77 66 57 51 41
1'.8" x 1'-8" x 2'-0" 2040 120 102 89 78 64
1'.8' x 1'.8" x 2'-6" 2540 150 127 111 98 80
2'-0" x 2'.0" x 2'-0" 2640 155 132 115 102 83
2'-0" x 2'-0" x 2'-6" 3300 194 165 143 127 103
2'-6" x 2'-6" x 2'-6" 4000 270 230 200 177 144
2'-6" x 2'-6" x 3'-0" 4800 324 276 240 212 172
UNotes:
Isolated Footing is a poured concrete rectangular solid (Length x Width x Depth),
Slab on grade must be new or in good condition.
Pre-Cast Block Footing
-Pfoe-<:ast footing block ( 16" x 16" x 4") at 24" below grade with 80 # bag pre-mix concrete and backfilled to grade,
Dimensions Uplift Ratina # Maximum Attributable Roof Area In Square Feet
(1) 80# Bag 1,734 102 87 76 67 54
(1) 80# BaQ 1,819 107 91 79 70 57
(1) 80# BaQ 1,904 112 95 83 73 60
Note Maximum uplift on post is determined by multipying maximum attributable roof area x applied load,
Example: Post tributary roof area = 77'
Applied load for 110 MPH wind zone = 20#/Sq, Ft.
Uplift on post = 77 x 20 = 1,540#
Lawrence Eo Bennett, PoE,
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
PO BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767 -6556
SEAL
PAGE
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E, 2-25
SCREEN, VINYL & GLASS ROOMS
SECTION 3
Table 302,2 Allowable Upright Heights Screen, Vinyl and Glass Rooms
Aluminum Alloy 6063 T-6
3" x 2" x 0,045" Hollow Extrusion
Wind Zone
Load 102 M,P,H, I 110 MoP,H, 120 M,P,H, I 130 M,P,H, I 140 M,P,H, I 150 M,P,H,
Width Applied Load
8 # 150, Ft. 9 # ISo, Ft. 101# 150, Ft, 12 # 150, Ft. 15#/50, Ft. 16#/50, Ft,
36" 12'-6" 11'-8" 10'-8" 9'-10" 8'-11" 8'-6"
42" 11'-7" 10'-9" 9'-11" 9'-1" 8'-4' 7'-11 "
48" 10'-10" 10'-1 " 9'-3" 8'-6" 7'-9" 7'-5"
54" 10'-3- 9'-6" 8'-9" 8'-0- 1'-4' 6'-11"
60" 9'-8" 9'-0" 8'-3' 1'-7" 6'-11" 6'-7"
66" 9'-3" 8'-7" 1'-11 " 1'-3" 6'-8" 6'-4"
72" 8'-10" 8'-3" 1'-7" 6'-11" 6'-4' 6'-0"
78" 8'-6" 7'-11 " 7'-3" 6'-8" 6'-1" 5'-9"
84" 8'-2" 7'-7" 7'-0" 6'-5" 5'-10" 5'-7"
90" 7'-11 " 7'-4" 6'-9" 6'-2" 5'-8" 5'-5"
2" x 3" x 0,045" Hollow Extrusion
Wind Zone
Load 102 M,P,H, I 110 M,P,H, I 120 M,P,H, I 130 M,P,H, I 140 M,P,H, I 150 M,P,H,
Width Aoolied Load
8 # 150, Ft. 9 # 150, Ft. 10 1# 150, Ft. 121#/500 Ft. 15 # 150, Ft, 16 # 150, Ft.
36" 14'-3" 13'-3" 12'-2" 11'-2" 10'-3" 9'-9"
42" 13'-3" 12'-3" 11'-4" 10'-4- 9'-6" 9'-0"
48" 12'-4" 11'-6" 10'-7" 9'-8" 8'-10" 8'-5"
54" 11'-8" 10'-10" 9'-11" 9'-2" 8'-4" 7'-11 "
60" 11'-1" 10'-3" 9'.5" 8'-8" 7'.11 " 1'-6'
66" 10'-7" 9'-10" 9'.0" 8'-3" 1'-7" 1'-2"
72" 10'-1" 9'-5" 8'.8' 1'-11 " 1'.3" 6'-10"
78" 9'.8" 9'-0" 8'-4" 1'-7" 6'-11" 6'-7"
84" 9'-4" 8'-8" 1'-11 " 1'-4 - 6'-8" 6'-4"
90" 9'-0" 8'-5" 1'-9" 7'-1" 6'-6" 6'.2"
Load
Width
36"
42"
48"
54"
60"
66"
72"
78"
84"
90"
150 M,P,H,
8 # IS ,Ft.
19'-7"
18'-1 "
16'-11"
15'-11 "
15'-2"
14'-5"
13'-10"
13'-3"
12'-10"
12'-4"
Notes:
Glass Rooms: The addition of aluminum frame windows wilh glass panes that are designed
to 110 M,P,H, wind load requirements to the above upright sizes increases the strenglh so
that additional framing is not required,
Using screen panel width "W (See typical glass room drawing,), select upright required
from the maximum height allowed for each extrusion,
Screen Splines on 3" side, extrusion turned with 3" side parallel to sole plate
Lawrence Eo Bennett, P,E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
PO, BOX 4368, SOUTH DAYTONA. FL 32121
TELEPHONE (904) 767-4774
FAX (904) 76Hi556
SEAL
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E
PAGE
3-21
I.
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TUr"S ~s
'1 ~J1.J.lf ~r~5<'c;:L t:r--i
CITY OF ZEPHYRHILLS PERMIT APPLICATI~ ~
BUILDING DEPARTMENT 5335 Sth STREET ZEPHYRHILLS, PL 33540
Phone:S13-780-0020 Pax:813-780-0021
DATE RECEIVED
PLANS REVIEW FEE
U-d-tJ-V~
OWNER'S NAME L)ectU PeLhr
JOB SITE ADDRESS 3f??32- pm erh v5T
/
LEGAL DESCRIPTION: LOT(S) BLOCK
PHONE CONTACT
SUBDIVISION
PARCEL ID # 2 ~2?-2(-oo6CJ_ t')CJa?l/ro 02/ (OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: ~W CONSTRUCTION 0 ADDITION o ALTERATION 0 REPAIR 0 INSTALL
DSIGN
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
DMULTI-FAMILY
0# OF UNITS
o MOBILE HOME
o COMMERCIAL
o INDUSTRIAL
o SWIMMING POOL
o OTHER
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK ~-h7' .fl;/"T
,
BUILDING SIZE /L;( 2-:3 SQUARE FOOTAGE ,I I'ILj
I' -;;>1/ (I
HEIGHT ...? loP
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,
PERMITS REQUESTED
o BUILDING
0'ELECTRICAL
$ -;:;> ~ /tJlJ, ~~
/
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
o FLORIDA POWER
o
W.R.E.C.
~UMBING
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
~_#~
COMPANY
STATE CERT OR REGIST
CITY PROCESSING #
BUILDER
******************************************************************
SIGNATURE
COMPANY fJ1CJf1!b~ FleL-
STATE CERT OR REGIST #
CITY PROCESSING # 2 't-~L--
*****************************************************************
f / CI /1/1 b /14 to
vf;//( M
ELECTRICIAN
~ -d
C-GN;~~ p~
COMPANY .131./ I (
STATE CERT OR REGIST #
CITY PROCESSING # ;;2. /(2-
******************************************************************
MECHANICAL
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to ~deed restrictions" 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, 813-788-6611.
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 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 indication 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
acknowledged
1!L-
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
19
(name of person acknowledged)
Dwho is personally known to me, or
(name of person acknowledged)
C1ho is personally known to me, or
of identification)
take an oath.
o who has produced
(type of identification)
and who Ddid [}:lid not take an oath
o who has produced
(type
and whoD did Ddid not
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
\
\.
,
;qTb- 2~-
~ropo~al
1/) ,
If-! I u} t11 / 11l/ lYl
,~ ' 7_ (-;!
/ i/ i>U 1,17,/ 1\',--/
I
Page #
of
pages
.".....-~.\
-;: <? /1 (./ ','1 A
____/'/ T! / ' ---)
! - '-;
j-c.)j I
.--
c::;1
)/ eLk'":" r
Proposal Submitted To:
Job #
Address
/J'5
, ' .
lie 2k;c ~ a r (""5
Date of Plans
l)
i~.
Architect
We hereby submit specifications and estimates for:
/ 'j)t;, ".".. . T___.~);>~~.... . . /2Z>;
L.';,.[ .....C6~".., .... mkZ~?/ - -_
~ .
,t:!f'bb/,*m "',.,''f/,L'''c,6<':/,..,.~
c.-j
)'
,r Cy'/I:t}j>-
[&<:1
/
· ,---':;:('1"7'--1 ~- ,
/ C.-/ - '-- ~ t.--
,$1.... ... ;>)i~'? j/; /)i?t?
"""" ".,. .. f .. ~" fL<./.J_C.L
f)~ l1:GL2~Z;Q
We propose hereby to furnish material and labor - complete in accordance with the above specifications for the sum of:
$
Any alteration or deviation from above specifications involving extra costs will be
executed only upon written order, and will become an extra charge over and
above the estimate, All agreements contingent upon strikes, accidents, or delays
beyond our control.
-,,'" ---~
/
,
/ / ///
Respectfully /1 -:/. /: /~~ ~ _ , /1
I '/ ~ - / /..."....;:~--fA:
submitted G \,.-'.- /<L'('~'
Note - this proposal may be withdrawn by us if not accepted within
Dollars
with payments to be made as follows:
)
I~!
~"'-- ---< .,I
days,
The above prices, specifications and conditions are satisfactory and are
hereby accepted, You are authorized to do the work as specified,
Payments will be made as outlined above,
Signature
/
/ ,/ )'
I, ;.C. /~./ ./
U~~...-; ;~~~/ ~~'
-r-E:~-V-';""'/ >o.J ./ ''-<2.--' ~
~tCtptante of -JropoS'al
,!
'-----
Date of Acceptance
Signature
ax NC3819 MADE IN USA
NOTICE OF
II11II11111111111111111111111111111111111111111I1111I11II111
2002091091
COHMEHCBMENT ~
County of L!!:Jc--CJ
State of
a~
.
TUB ImDERSIGNBD hereby gives notice that improvement will be made to c~rtain
real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement:
1. Description of Property: Parcel No. !2 v- 2&-.- JI-005o - c;>O,??O '0- Z/ -:If CJ
(Legal descr1pt1on
2. General Description of Improvement
l~ddress 31'&3 ~
State A .
3. Owner Inforrnation: Name
Interest in Property:
City 2--
tJtI//fpr
Name of Fee Simple Titleholder:
(If other th~n owner)
Rcpt: 595764
DS: 0, 00
06/12/02
Rec: 6.00
IT: 0,00
Dpty Clerk
~~ ~~,
Address City
, t4 7fJ Z !/II (/H?
Contractor: Name S#-UJt f;? -#.5.j{) fl" I. 1~ .,
Address ,t/$~ ,7';;':"~,1 ~-H.Y 1bA",~
Surety: ~arne ,~ 130.x /12..' 2-, 16
State
'~,>:;:'~"''1,~O 4
~<" :-.
5 .
State&--, 31'~<7
J"353(
City
Address
State
"i~ 1~~11"A~3 : :::;0 fOUN~Yf C1ERK
OR BK 4976 PG 323
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.l3(1)(a) (7), Florida Statutes:
Name
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. Fxp.lra1, .ion dt'lt.e ot Not.ice of Commenc~ment. (the expiration date is 1 year
fr~m the date of recording unless a different date is specified.)
~ Signature of ~wner ~
Sworn to and subscri
1:9" 2.CD2 .
, ~
Notary Public: tff,lJ\C\UJ. (1 ~
My C on>;nj s s i.on Expir.es , \ . 2 ~, !.l2
,"':J'M::"".. cANDICE A. CROSS
!:'f>>i/'i':'i'~ MY COMMISSION' DO 061058
~" :~i EXPIRES: JanU8IY 28, 2006
~~.." . Ila1dId 1lIU NoIIIy PIda lIncIIrWIIlIn
,Nr.. .
PC93053048
CITY OF
ZEPH~;'R'HILLS
"NOTICE"
OF ADDITION OR CORRECTION
BlJl,LDING
DEPARTM'ENT
~:o ~ An
ADDRESS DATE PERMIT ."
..~ Cj b :s l '1 / ,,71 "I L- I 2 I G
THIS JOB HAS NOT BEEN COMPLETED, .e following additiqns or corrections shall be made before the job
will be accepted,
..
POl.-vtr SJ...t\,lI be Q,'\ Jo," -i-'"",~( 'T''lspec ,.f,'v'1
DO NOT REMOVE
;)'
~ l \.(,~,6 ,/\ L) .....,c:.o,) re , 0 c,(tec/ "0, ..\-L., o,;",~
k/1 St)e c .(-: (h'l5
,
II i. unlawful tor any Carpenter, Canlraelar, Builder, or olher peraon., 10
cover or eau.. 10 be covered. any port of Ihe work with flooring. loth, earth
or olher material, unlll Ihe proper Inlpeetor hal hod ample lime 10 approve
Ihe Inltallallono
, AFTER CORRECTIONS ARE MADE CAll
788-6611 FO~ RE-INSPE~~r
~/ f1- 11_
INSPECTOR '.., jU.(';'
/
OfFICE HOURS 8 - 5 MON,-FRI.