HomeMy WebLinkAbout95-4869
BUILDING PERMIT
Permit N;.~
CITY OF ZEPHYRHILLS
(813) 788-6611
4869 /3
'1-;Lo -9-.!:.-
Date
~LDIN~
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Property Owner: JJ ~~~rk
JobAdd.." t.~/9 ~~~f--K?7?~r
Parcell.D, #
zonin~: , i? /1nerg); Code: , Radon Gas: ,~y D
Description of Work f ~ ~ _. ;:;, A pA-'\ ~
~ /
Water Conn:
Water Meter:
T.I.F.'s:
NO OCCUPANCY BEFORE C.O.
FINAL
0,2.1- J
DATE
Complete Plans. Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
City License Registration #
State Certified License#
/bD
Permit Fee
Signature
Company
Address
Telephone#
Inspector
Valuation or
Contract Price
IJ'?' tJ. C7b
/
Of D.. ai.LM1",
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
Driveway
~ S;'Jb.Jl~7$,LL.
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.00) 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.
SC~~EfEINIEID ENcLOSURES: SCREEN I VINYL 'IN AlLS AND SOLID COVER
TABLE 1 : MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF I:JANELS OF
310S H-14 OR H-2S ALLOY
WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS
O.H. CONDITION NO O. H. 1 ' O. H. 2' O. H. 3' O. H,
1-1/4"x_0.026"
100 MPH W. L. 7'- 2" 7'- S" 8'- 2" ---
110 MPH W. L. 6'- S" 6'- 8" 7'- 6" ---
120 MPH W. L. S'-lO" 6'- 2" 7'- 1 " ---
1-1/4"x_0.032" 8'- S"
100 MPH W. L. 8'- S" g'- 3" ---
110 MPH W. L. 7'- 6" 7'- g" 8'- 6" ---
120 MPH W. L. 6'-10" 7'- 1" 7'-11" ---
1-3/4"x_0.026" -
100 MPH W. L. 7'- S" 7'- 7" 8'- S" ---
110 MPH W. L, 6'- S" 6'-"" 7'- g" ---
120 MPH W. L. 6'- 1 " 6'- 4" 7'- 3" ---
1-3/4"x_0.032" S'- a" g'- 7"
100 MPH W. L. g" g'- ---
110 MPH W. L. 7'-10" 8'- 1 " S'- g" ---
120 MPH W. L. 7'- 1 " 7'- s" 8'- 2" ---
3"x_0.026"
100 MPH W. L. 13'.--'0 1 " 13'- 3" 13'- 8" 14'- s"
110 MPH W. L. 11'- g" 11' -11" 12'- S" 13'- 2"
120 MPH W. L. 10'- S" 1 0' -11" ,,'- s" 12'- 3"
3"x_0.032"
100 MPH W. L. lS'- 6" 15'- 8" 16'- A" 16'_ 7"
110 MPH W. L. 13'-10" 14'- A" 14'- S" 15'- 1"
120 MPH W. L. 12'- 8" 12'-10" 13'- 3" 14'- 4"
LIVE LOAD; ALL BUILDING TYPES
O.H, CONDITION NO O. H. 1 ' O. H. 2' O. H. 3' 0, H,
1-1/4"x_0.026" ...-/
20 #/SF L. L. 7'- a" 7'- 3" S'- 1 " ---
30 #/SF L. L. S'- g" 6'- 1 " 7'- a" ---
1-1/4"x_0.032" 8'- 3" S'- '6" g'- 2"
20 #/SF L. L. ---
30 #/SF L. L. 6'- g" 7'- a" 7'-10" ---
1-3/4"x_0.026"
20 #/SF L. L. 7'- 4" 7'- 7" 8'- 4" ---
30 #/SF L. L. 6'- a" 6'- 4" 7'-11" ----
1-3/4"x_0.032" S'-10" g'- 6"
20 #/SF L. L. 8'- 7" ---
30 #/SF L, L. 7'- a" 7'- 4" S'- 1 " .---
3"x_0.026" 6"
20 #/SF L. L. 13'- 3" 13'- 4" 13'-10" 14',-
30 #/SF L, L. 10'- g" 11'- a" 11'- 6" 12' -- 4"
3"x_0.032"
20 #/SF L. L. lS'- 1 " 15'- 2" 15'- 7" 16' .- 2"
30 #/SF L. L. 12'- 3" 12'- s" 12' -11" 13' -- S"
1 . TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG,
2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS.
I1&:lW([@UD@@ @:o m@UDUD@(t(tg [;)o@:o
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P.O, BOX 4369 S. DAYTONA, FLORIDA 32121-4368
PHONE: (904) 767-4774
FAX: (904) 767-6556
is' COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E. BENNETT, P.E.
---"
.
SECTION: :2
PAGE: 7~~2
-30-
:sJCWtElE~lED ENClOSU~ES: SCRlEEN I ViNYL 'II AlLS AND SOliD COVER
TAHLE 2: MAX, ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL F~OOMS AND
OTHER OPEN STRUCTURES W/ SOLID ROOFS 6063 T -6 ALLOY
[X/"MPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH = "W"/2 + O.H,
2"x 4"x 0.050" TILT BEAM: LOAD WIDTH = 14'/2 + 2'O.H. __ g'
LOAD WITH = g'; L.L. @ 22#/SF BEAM SPAN = 7'- 3"
BE/1M SIZE BEAM SPAN FOR DESIGN A TED LOADS
[::EAM LIVE LOAD WIND LOAD
LO,"D WIDTH 22#/SF 32#/SF 100 MPH 11 0 MPH -120 MPH
-,.".
2", 3"xO,050" TILT BEAM OR 2"x 3"xO.050" EXTRUSION______________________
5' 8'- 1" 6'- 7" g'- 0" 8'- 1" 7'- 5"
6' 7'- 4" 6'- 0" 8'- 3" 7'- 4" 6'- g"
7' 6'-10" 5'- 6" 7'- 6" 6'-10" 6'- 3"
8' 6'- 5" 5'- 2" 7'- 2" 6'- 5" 5'-10"
g' 6'- 0" 4'-11" 6'- g" 6'- 0" 5'- 6"
10' 5'- 8" 4'- 8" 6'- 5" 5'- 8" 5'- 2"
11' 5'- 5" 4'- 5" 6'- 1" 5'- 5" 5'- 0"
12' 5'- 2" 4'- 3" 5'-10" 5'- 2" 4'- g"
2"x 4"x 0.050"x TILT BEAM
5' g'- g"
6' 8'-11"
7' 8'- 3"
8' 7'- 9"
g' EXAMPLE 7' - 3"
10' 6'-11"
11' 6'- 7"
12' 6'- 3"
2";,: 4"x 0.044"x
5'
6'
7'
8'
g'
10'
11'
12'
2"~ 5"x 0.050"x
5'
6'
7'
8'
g'
10'
11'
12'
@ COPYRIGHT, 1995
--8c-O~---10~1~~----9~-9~-----87~~~-------
7'- 3" 10'- 0" 8'-11" 8'- 1"
6'- g" g'- 3" 8'- 3" 7'- 6"
6'- 3" 8'- 8" 7'- g" 7'- 0"
5'-11" 8'_ 1" 7'- 3" 6'- 8"
5'- 7" 7'- g" 6'-11" 6'- 3"
5'- 4" 7'- 4" 6'- 7" 6'- 0"
5'- 0" 7'- 0" 6'- 3" 5'- 9"
01'1?~~' 02' M. B'l 0-;-=--~'----1~=-4'~---12'-=1()'~---11~=-3'~-------
11'- 8" g'_ 6" 13'- 1" 11'- 8" 10'- 8"
10'-10" 8'-10" 12'- 1" 10'-10" 9'-11"
10'- 1" 8'- 3" 11'-':" 4" 10'- 1" 9'- 3"
9'- 6" 7'- 9" 10'- 8" g'- 6" 8'- 8"
9'- 1" 7'- 5" 10'- 1" g'- 1" Ef- 3"
8'- 8" 7'- 0" g'- 8" 8'- 8" 6'-10"
8'- 3" 6'- g" g'- 3" 8'- 3" 7'- 6"
0.120" S.M.B. ________________________________________
15'- 2" 12'- 4" 16'-11" 15'- 2" 13'-10"
13'-10" 11'- 3" 15'- 6" 13'-10" 12'- 8"
12'-10" 10'- 5" 14'- 4" 12'-10" 11'- 8"
12'- 0" 9'- 9" 13'- 5" 12'- 0" 1()'-11"
11'- 3" g'- 2" 12'- 8" 11'- 3" 10'- 4"
10' - 8" 8' - 9" 12' - 0" 10' - 8" g' - 9"
10'- 3" 8'- 4" 11'- 5" 10'- 3" 9'- 4"
g'- 9" 8'- 8" 10'-11" 9'- 9" 8'-11"
[1@W[f'@!Kl@@ 130 m@!Kl!Kl@{l{lg [;>0130
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P.O, BOX 4369 S. DAYTONA, FLORIDA 32121-4368
PHONE: (904) 767-4774
FAX: (904) 767-6556
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E. BENNETT, P.E.
SECTION: 2
PAGE: 9)~~2
-32-
--
'--'"
'-..-/
SGI:~~ElElNllElD IENClOSUlRES: SCREEN I VINYL WALLS AND SOLID COVER
T 1\13LE 4: MAX, ROOF AREA FOR ALUMINUM CARPORT IOPEN BUILDING POST
FOR ALLOWABLE ROOF AREA USE "AREA" = S x (W/2 + O.H.)
EXAMPLE: "S"= 7' , W = 12', & O.H. += 2' THUS: "AREA" = 56 SF
POST TYPE MAX ALLOWABLE ROOF AREA IN SQUAI~E FEET
LIVE + DEAD LOAD WIND LOADS
55#/SF 22#/SF 100 MPH 110 MPH 120
M,\X. HGT. @ MAX. LOAD IN #
3",:,: 3"x 0.040" ROLL FORMED H
8'- 0" 7,200
10'- 0" 5,500
12'- 0" 4,700
3")( 3"x 0.060" ROLL FORMED H
8'- 6" 7,500
10'- 0" 6,000
i 2' - 0" 5,200
3"x 3"x 0.060" SCALLOPED *
'11'-10" 8,640
14' - 0" 7,330
'16'- 0" 6,120
3" x 3"x 0.90" TUBE *
"11'-10" 12,960
"14'- 0" 11,070
16'- 0" 9,180
3")( 3"x 0.125" TUBE *
13'- 3" 13,500
14'- 0" 12,000
16'- 0" 8,000
4"x 4")( 0.125" TUBE *
15'- 9" 23,280
18'- 0" 20,712
:2:0' - 0" 18,430
. ALLOY 6063 T-6
*~ ALLOY 3105 H16
1. THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN.
Ti\BLE 5: ISOLA TED FOOTINGS
MAXIMUM ROOF AREA IN SF FOR CARPORT POST wi ISOLA TED FOOTING
FOR BELOW LISTED WIND VELOCITY UPLIFT LOADS
100 MPH 110 MPH 120 MPH
131
100
85
136
109
95
157
133
111
'.236
201
167
245
218
145
423
376
335
FOOTING TYPE & SIZE
POURED CONCRETE
1'-O"X 1'-O"X 1'-0" 29
1'--4"X l'-4"X 1'-4" 86
l'-6"X l'-6"X 2'-0" 163
l'--8"X 1'-8"X 2'-0" 187
l' -8"X l' -8"X 2'-6" 275
2'-0"X 2'-0"X 2'-0" 346
2'-6"X 2'-6"X 2'-6" 463
PRE-CAST SLAB wi 80# SACK-CRETE
1'--4"X 1'-4"X 2'-4" 117
327
250
213
341
273
236
392
333
278
589
503
417
614
545
364
1,058
941
838
450
343
294
469
375
325
540
458
382
810
691
574
844
750
500
1,455
1 ,294
1,152
25
72
136
156
229
288
386
& BACKFILL OVER
97
360
275
235
375
300
235
432
366
306
648
554
459
675
600
400
1,164
1,034
922
21
61
116
134
196
257
331
SLAB
MPH
300
229
196
312
250
216
360
305
255
540
461
383
563
500
333
970
863
768
.---,'
56
[b@W[[@W@@ @:o ~@WW@~~lJ ~O@:O
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P,O. BOX 4369 S. DAYTONA. FLORIDA 32121-4368
PHONE: (904) 767-4774
FAX: (904) 767-6556
.--"
@ COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E. BENNETT, P.E.
SECTION: 2
PAGE: ~~~~2
-34-
ATTACH~D ALUMINUM ClOVERS
TOP OF GRADE
~
3"x3" FLUTED POST
WRAPPED W/ FELT PAPER
..q- 3/8"x3 1/2" BOLT
0.j
80 LB. 2500 PSI
CONCRETE PRE-MIX
0.j
"-. 3"x3" BASE
j 16" ~
ALUMINUM CONVENTIONAL CONSTRUCTION
PORCH POST CONNECTION
POST IN CONCRETE
W/ #4 DIA. BAR
12" LONG
POURED CONCRETE
J
y
~
REFER TO TABLE 5
(PAGE 12-13)
o
L
ISOLA TED FOOTING
NOTE: NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION
2'-0" MIN. MIN. 2500 PSI CONC, W/
BEFORE SLOPE 6x6-10xlO W.W. MESH OR
1 t FIBER MESH TYPICAL
-- 1 #5 BAR CaNT. 1 #4 BAR CaNT.
31/?~ "8"
NOTE: FIBER MESH CONCRETE DOES
NOT REOUIRED WIRE MESH
FLA T SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING
o - 2"/12" 2"/12" - 1'-10' > 1'-10'
SLAB DETAILS ADDRESSING EROSION
,_/
Ib@WQ'@(j[)@@ @;o m@(j[)(j[)@(t{1g ~'~@;O
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P.o. BOX 4368 S. DAYTONA, FLORIDA 32121-4368
PHONE: (904) 767-4774
FAX: (904) 767-6556
@ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E, BENNETT, P,E.
SECTION: 3
PAGE: 5=~3
-45-
A TT ACHED ALUMi~UM COVERS
SEE CONNECTION DETAIL (PAGE 6-13)
2" x 4" LUMBER TOP PLATE WITH ROOF
/
L...J U
...;;::: 0
0
:c:
..q-
L.J N
..-j
m @
0 (/)
..-,. 0
Vi =>
I-
..... (/)
too.
U)
;-<- ..q-
Ld X
N
2" x 2" x 0,044" ALUMINUM OR
2" x 4" @ 24" 0.(:. LUMBER
STRUCTURAL GRADE THERMAL PLY
WITH SIDING
---------------
2" x 4" P. T.P. PLATE WITH 3/S"x4 1 /2"
CONCRETE ANCHORS
SEE CONCRETE DETAILS
SECTION THROUGH UTILITY ROOM
SEE CONNECTION DETAIL (PAGE 6-13)
Ld
12" x PAN (SEE CHARTS) USE 'w'
SELECT PAN FOR REQUIRED SPAN
2" x 2" x 0.044" ALUMINUM OR
2" x 4" @ 24" O.C. LUMBER
STRUCTURAL GRADE THERMAL PLY
WITH SIDING
SHED IS FRAMED WALL ATTACHED TO
HOST STRUCTURE
1/2" L-BOLTS FOR 2" x 4" P,T. PLATE
OR CONCRETE ANCHORS @ 4'-0" O.C.
C)
:r::
Ld
_ J
en
o
(CO
j
-';.;'
"W," VARIES
FOR FRONT BEAM USE 'L'=W/2+0,H.
t-.
en
,.....
Ld
---------------
SEE CONCRETE DETAILS
NOTES:
1. ANCHOR PANS TO HEADER CHANNEL WITH (3) #10 x 1/2" S.M.S. W/ WASHER.
~. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x 1/2" S.M.S. W/ WASHER.
~', ANCHOR COLUMN TO CONCRETE FLOOR WITH 2-1/4" x 3" CONCRETE ANCHORS.
4, ANCHOR COLUMN TO BASE PLATE WITH 1-1/4" S.S. BOLT
UTILITY SHED AND CARPORT WALL SECTION
[1@W[(@Oll@@ @:c m@Oi)Oll@QQg [;)c@:c
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P,O, BOX 4368 S, DAYTONA. FLORIDA 321:21-4368
PHONE: (904) 767-4774
FAX: (904) 761"-6556
~I COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E, BENNETT, P.E.
SECTION: 3
PAGE: 31b~~3
-43-
A iT ACHED ALUMilNlUM COVERS
r A~; fENED DETERMINED
BASED ON CONSTRUCTION
OF hOST STRUCTURE
HOST
STRUCTURE
OR FASCIA
~
PAN OR COMPOSITE PANELS.
USE CORROSION RESISTIVE SCREWS. PANS
ANCHORED W/ #1 OXl /2" @ 3/PAN INTO
RECEIVING CHANNEL AND 1 #1 Oxl /2" @
RIDGE CAP CONNECTION TO RECEIVING
CHANNEL. COMPOSITE PANELS USE
1/4"x t+l/2" WITH 1/4" WASHERS SCREW
THROUGH RECEIVING CHANNEL FROM TOP
CAULK ALL CONNECTIONS.
....J
cormECTION REOUIRED
(SEE DETAIL)
EXTRUDED OR BREAKMETAL HEADER
0.032" MIN.
CONNECTION TO HOST STRUCTURE
HOST STRUCTURE OR FACIA & SUB-FACIA CONNECTION REOUIREMENTS FOR VARIOUS
LOAD CONDITIONS LOAD CONDITIONS
WIND VELOCITY LOADS DEAD + LIVE LOADS
G_ASS ROOMS
HOST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF
1. CONCRETE 1 /4"xl-l /8'" eONCRETE SCREWS @ 12" O.C.------ >2 @ l' O,C.
? WOOD FRAME 1/4"x2" LAG SCREWS @ 6" 0.C,------------->2 @ 1" O,C,
SCREEN, VINYL, AND CARPORTS
HOST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF
1. CONCRETE 1/4"xl-l/8" CONCRETE SCREWS @ 12" 0.C.-----.->2 @ l' O.C,
:? WOOD FRAME 1/4"x2" LAG SCREWS @ 12" 0.C,----------->2 @ l' O,C.
NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB FACIA
FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE
TRUSS BUTTS/SUB FACIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS
ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN 1-1/4" WASHERS
OR SHALL BE WASHER HEADED SCREWS.
PLATE TO BE SAME WALL
THICKNESS AS BEAM
PLA TE CAN BE INSIDE OR
Ol: TSIDE BEAM OR LAP CUT
BEPdv1 SPLICE SHALL BE MIN.
OF d-1/2" HEIGHT AND
2(d-1/2") IN LENGTH
Mlr-J, SCREWS PER SPLICE
TOTAL / SIDE OF SPLICE
2" ;< 4" 4 / 2
2" x 5" 4 I 2
2" x 6" 4 I 2
2" x 7" 6 / 3
2" x 8" 8 / 4
2" x 9" 10 / 5
'..J
SPLICE TO BE LOCATED 1/4 TO 1/3
BEAM SPAN AND STAGGERED EACH
SIDE OF SELF Mf~ TING BEAM
d-l/2" d-l/2"
" r "
1 ' 1
1" MAX.
d=HEIGHT OF BEAM
1" MAX.
DENOTES SCREW PATTERN
NOT NUMBER OF SCREWS
TYPICAL BEAM SPLICE DETAIL
[b@W[(@[il)@@ @;o m@[il)[il)@tdJg ~ 0130
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P,O, BOX 4368 S. DAYTONA. FLORIDA 32121-4368
PHONE: (904) 767-4774
FAX: (904) 767-6556
J
@ COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PARl WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E. BENNETT. P,E.
SECTION: :3
PAGE: ~~~3
-46-
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SlIm-l hLL EXlS"l'lHC AND PROPOSED STRUCTURES CIVlNC DDi!.HSIONll AND Sln'UAC~. I,L~~ .'" 1 IIIH ell TE
MiY UOUJl::S Of "'ATf:R MIP RO.wWA'iS (INCLUDINC NAMES) IillJAC~'r TO TilE PIlOPEItTY. 1lI111CA'rE
l"E $J,ZF., YEJ~Il, Nib tiN1E Of t10rHJ.E, SUCIl AS l1' x 60', l~8l' FLEE"I"WOQU,
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1l0U$E CONSTRUCTION
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11040 If....'
1II0AD ....ut
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,
~1'f\I" ''''Il
38545 Palm Grove Drive
Zephyrhills. Florida 33540
ACE
ALUMINUM
Job No.
Phone: (813) 782-2616
SOLD TO H if" P-
ADDRESS ).J) r-S (;D /'1 -:z.6/'/1'/ riG 12/ /)t7 ~ j) 12-
SHIPTO 2-c~)I-rte. f//I...LS ~/. J.J S"t(/
DATE <j.- jJ- 9.s-
PHONE 7&-...2.. .-..::);). 7k
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,
, ).2 X p- X' ).2.. <:,H-ED
----L2 X L/f:, L-11~I'J~r
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--
--.
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PERMIT
PRICE
TAX / P/Jt:J.DO
The undef$igned agrees to pay TOT At PRICE _
INSTAllERS IN FULL ON COMPLETION DEPOSIT
;:/V~ @-k
BALANCE C.O.D.
'----
APPLICAnON FOR PERMIT
CITY OF ZEPIIYRBILLS
BUILDIHG DBPARTHENT
r-,fA -S-:Y ()
?~ oZ5~ dV
'lfrtf:., 11/ 1-10/11$ ~ PHONE
~fA/ r: S'Lf
clE/JII rk. R./ot;e PI<..
7f'o1-:;~ 76-
.
BlDCK
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SUBDIVISION
(OBTAIN FROM PROPERTY TAX NOTICE)
)n ---..Addition -..Alteration ~epair _Install
----Kove
->>eaolish
PROPOSED USE: v"'Single Faaily
----Jf./F _' of Units ----1l/H
_ec-ercial
_lDdust. _Swia. Pool _Other
~estaurant 6: Health Departaent Approval
DESCRIPTION OF WORK: ..SHED. Cri;;?/J{);e.::;-
t.l ~~ Ie R.b{~p a. , ~
BUILDING SIZE: /dYfx/J. . S-'1~~~Square Feet, 4"ro 9' Height
RESIDEBTIAL: ATTACH (2) PLOT PLANS 6: (2) SETS OF BUILDIHG PLANS 6: (1) SET ENERGY FORMS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS 6: (1) SET ENERGY FORKS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
V" BUILDIHG
$
PERMITS REOUESTED
/ A'~LJ,oo Valuation of Total Construction
_ELECTlUCAL
AIIP Service
Florida Power Corp.
W.R.E.C.
----.tIEClWlICAL
$
Valuation of Hechanical Installation
~mtBING GAS ROOFING
SPECIALTY .
TYPE OF alNSTRUC'l'ION: ~1ock _Fraae _Steel
Other
FDIlSHED FLOOR ELEVAnONS:
FT.
IS PROJECl IN FLOOD ZONE AREA?
..........................................
YES NO
CONTRACTOR SECTION
BIITTJlER
d!ld--~ ..
/J?i: /JLU PJ t
State Cert. or Regist. . C$!:_co ..f~," ~O
City License Registration . / b 0
..........................................
COtIPANY
Signature
ELECTRICIAB
COMPANY
State Cert. or Regist. ,
City License Registration ,
..........................................
SiQDAture
PLUMBER
COMPANY
State Cert. or Regist. .
City License Registration ,
..........................................
Signature
MECHANICAL
COHPANY
State Cert. or Regist. .
City License Registration .
..........................................
Signature
OTHF.R
COMPANY
State Cert. or Regist. '.
City License Registration , _
...................................*......
Signature
APPLICATION APPROVED BY
PERMIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
!he undersigned understands that this penit JaY be subject to 'deed restrictions' which JaY be lOre restrictive than City
regulations. !be undersigned assUIeB responsibility for COIpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner bas hired a contractor or contractors to undertake wort, they JaY be required to be licensed in accordance with
state and local regulations. If the contractor is not licensed as required by lill, both the owner and contractor JaY be
cited for a lisd_anor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing
requirelents JaY apply for the intended wort, they are advised to contact the City of Zepbyrbills Building Departlent, (813)
788-6611.
FurtheIlOre, if the owner has bired a contractor or contractors, be is advised to have the contractor(s) sign portions of the
.Contractor Sections' of this application for wbieb they will be responsible. If you, as the owner sign as the contractor,
you are indicating that you, rather than the contractor, are responsible for the wort. If the contractor wishes you to sign
as contractor that JaY be an indication that be is not properly licensed and is not entitled to peaitting privileges in the
City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, bave been provided with a copy of 'Florida's COnstruction Lien Law - HOIeOWner's Protection
Guide. prepared by the Florida Departlent of Agriculture and ConsUIeC Affairs. If the applicant is SOIeone other than the
-OlIDeru, I certify that I bave obtained a copy of the above described docUleDt and prolise in good faith to deliver it to the
.owner' prior to couenCl!lellt. -
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify tbat all the inforaation in this application is accurate and that all wort will be done in cOlpliance with all
applicable laws regulating construction, loning, and land developlent.
Application is hereby Jade to obtain a perut to do work and installation as indicated. I certify that DO wort or
installation bas ~ced prior to issuance of a perlit and that all wort will be perfoIJed to lleet standards of all lills
regulating construction, City codes, loning regulations, and land developll!Jlt regulations in the jurisdiction. I also
certify that I understand that the regulations of other goveIDleDtal agencies JaY apply to the intended wort, and that it is
IY responsibility to identify what actions I lust take to be in COIpliance. Sueb agencies include but are not It.ited to:
* Departlent of Knvironaental Regulation - Cypress Baybeads, "etland Areas and KnviroDlentally Sensitive Lands,
"ater ",astewater !real:lent
* Southwest Florida "ater Hanag8lellt District - "ellS, Cypress Baybeads, "etland Areas, Altering "atercourses
t ArlY Corps of Engineers - Seawalls, Docks, Navigable "aterways
t Departlent of Health i Rehabilitative Services, EnvirODlental Health Unit - "ells, "astewater Treatlent, Septic Tanks
* US Environaental Protection Agency - Asbestos abatelent
I also certify that, if fill Jaterial is to be used in Flood ZOne -A- or -A,etc.', it is understood that a drainage plan
addressing a lCOIpensating volue' will be sublitted wbich is prepared by a professional engineer registered in the State of
Florida prior to perlit issuance. .
A perlit 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 peait prevent the Building Official frOl thereafter
requiring a correction of errors in plans, construction, or violations of any code. Kvery peait issued shall beCOl8 invalid
unless the work authoriled by such penit is COII8Ilced within six IOnths of issuance, or if work authoriled by the penit is
suspended or abandoned for a period of six IODths after the tiae the wort is co.enced. One 90 day utension of tile, JaY be
allowed for the perlit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An
approved inspection aust be logged during each slllODth period, or the project will be considered abandoned.
"WING TO OWNER: YOUR PAILURI TO RECORD A NOTICE OF altHBHCBHm HAY RESUL'1' IN YOUR PAYING fiICE FOR IHPROVEHBK!S TO YOUR
PROPERTY. IF YOU IITBKD TO OBTAIN 'PUWlCIKG, CONSULT IIITH YOOK LBHDER OR AM Anomy BEFORE RECORDING YOUR NOTICE OF
COKMENCEHBIIT. JOBS UNDER $2,500 IN VALUE DO NOT IfEID '1'0 RECORD AND POST A 'NOTICE OP COHHEKCEHBIIT'.
f2!M-L' ~~~
SIGNAtURE: OVKIR OR AGBJI'l SIGllATURE: COJItRA OR
S'1'ATK OF FLORIDA ()
COUH'l'Y OP (fJ .l. C 0
The foregoing instrument was acknowledged
before me this L-j- n , 19 &/ J by
H/ ~e~.+
who is perso~ally known to1fme or who has
produced & /I .sc/lt9-llc J:-/[U1ANI
as i entification and~ho did[did not
take oath yt._~
(5i e)
IIO'1'AAX PUBLIC STATE OF FLauna
Mr CXMoITRr.:T}lM~=
(Name Typed, Pr.... 8U ~.~~:~MS
NOTARY PUBLIC .~
STATB OF ~A
coum OF ttr CO
The foregoing instrument was acknowledged
before me this '-/-li , 19 '1.r- by
who is personally known to me or who has
produced Pe.It..J'o"..,...t/~, k::/?,.,iJ/,,-?
as identification and who did/did not
take an h.
.Jc:",{ 1/%5'/1:-.> h_
(5ignat IIOTAAX PUBLIC ST TE OF FLORIDa
. C<MUSSION EXP. JULY 14,1H5
(Name Typed, p~~n~:P'!tB~.)Db. uau...,J
NOTARY PUBLIC \