HomeMy WebLinkAbout95-4804
BUILDING PERMIT
Permit N~
CITY OF ZEPHYRHILLS
(813) 788-6611
480413
~ ELECTRICAL PLUMBING MECHANICAL
Property Owner: ,L~._ ~G7-'
Job Address: db cf-.35 -- ~ hr/ {~
Parcell.D. # II -:J6 -;)/.... 0 % - /99'0 ()- all 0
Date J -;:2 f':- ?~
Sewer Conn
Water Conn:
Water Meter:
T,I.F.'s:
Zoning: Energy Code:
Description of Work {'~ r:J-1 T
Radon Gas:
NO OCCUPANCY BEFORE C.O.
/
\3,1 J
J 0 /\
FINAl___
DATE
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
7
.
'J ,.....
Permit Fee c6d ~ {TO
Signature
Company
Address
Telephone#
.-./- ,;Lf'; o-z)
Valuation or
Contract Price ~, t/:zJv . LJ-i/
City License Registration #
State Certified License#
~iJoj ")) O{);"MaL;'~~
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
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.001 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.
CITY OF ZEPHYRlULLS BUILDING DEPAR"l"HEHT
J '
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~=s b P --5 -:1 ;;< VlA--Q 14-L--'-'CJ ,
/ / ~^ ~ ~;AI - 00/0 -,/r'7(j) 0 -0110
OWNER
JOB LOCATION
PARCEL I.D. #
SHOW ALL EIISTIRG & PROPOSED STRUCTURES GIVING DDlENSIOIiS ,. SETBACKS.
ALLEYWAY ACCESS FOR
GARAGE OR CARPORT -
15 FOOT SETBACK
REQUIRED.
(
"JO-,
UTILITY BUILDINGS
HUST SHOW SIZE &
FOUNDATION INFOR-
MATION.
(NOTE EXAMPLES 1 & 2)~ STREET
1. SETBACKS FOR Rl, R2 ZONING
60'
10'
P E-
R X
0 I
10' P S 10'
0 T
S I
E N
D G
20'
FROIft" PROPERTY L:IHE
'f'bl f r
t ~ O~
)--(6 ~ i
/[
'6/
t /
9'
l
~~f, T
~
)LY sl
10
y!,vI
~
SO~
(
/30
1 0'
LINE
2. SETBACKS FOR R3 ZONING
60'
10'
10' EXISTING 10'
PROPOSED
20'SGL FAM 30 'DUPLEX
1 0'
.FROHT PROPERnLZHB
fA tiT ACHED ALUMINUM COVERS
",.
"-..-
DO NOT BLOCK
FIRE EXIT WINDOW
~Sl Sl" V OVERHANG VARIES
U rill J Y SHlD
LLJ
0::
=:J
t-
U
=:J
0::::
t-
(f)
f-
(f)
o
:r:
(')
z
f-=
(f)
x
w
f l).l-1'
"w" VARJES
V
2" x ___ FRONT WALL BEAM
SELECT 'L' FROM TABLE 2
(PAGE 9-13)
USE 'L' = W /2 + O.H.
'---
(f)
W
.....J 0::::
<(
>
3 "x,3 " FLUTED POST MAX. HGT,
V 12'-0" FOR 120 MPH VELOCITY
SEE TABLE
SINGLE CARPORT
[1&lW[J'@Oi]@@ @;o []3@Oi]Oi]@GG>J ~)o@;o
CIVIL ENGINEER AND DEVELOPMENT CONSUL TANT
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 WRITTU,
PERMISSION FROM LAWRENCE E, BENNETT, P.E.
SECTION: :3
PAGE 3~="U3
-42-
/A 1'T /ACHED /ALUM~INIUM COVERS
i AS I LNlD DETERMINED
[M~'[D ON CONSTRUCTION
or HOST STRUCTURE
CONNECTION REQUIRED
(SEE DETAIL) ~
EXTRUDED OR BREAKMETAL HEADER
0.0.32" MIN,
CONNECTION 'TO HOST STRUCTURE
~
PAN OR COMPOSITE PANlLS
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 f::lANELS USE
1/4"x t+1/2" WITH 1/4" WASHERS SCREW
THROUGH RECEIVING CH/'INNEL FROM TOP
CAULK ALL CONNECTION S.
.-----
HOST
STRUCTURE
OR FASCIA
HOST STRUCTURE OR FACIA & SUB-FACIA CONNECTION REQUIREME~ns FOR VARIOUS
LOAD CONDITIONS LOAD CONDITIONS
WIND VELOCITY LOADS DEAD + LIVE lOADS
GLASS ROOMS
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,(.------>2 (g) l' 0,('
2. WOOD FRAME 1/4"x2" LAG SCREWS @ 6" 0.(.-------------->2 @ 1" OC.
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" OC.-------:>2 @ l' oc.
2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" 0.C.----------->2 @ l' O.C.
NO TES WOOD STRUCTURES SHOUlD CONNECT TO TRUSS BUTTS OR THE SUB FACIA
FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE
TRUSS BU TTS/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
OU TSIDE BEAM OR LAP CUT
BEAM SPLICE SHALL BE MIN,
OF d-l/2" HEIGHT AND
2( d-l /2") IN LENGTH .
MIN. SCREWS PER SPLICE
TOTAL / SIDE OF SPLICE
2" x 4" 4 / 2
2" x 5'~ 4 / 2
2" x 6" 4 / 2
2" x 7" 6 / .3
2" x 8" 8 / 4
2" x 9" 10 / 5
'......
SPLICE TO BE LOCATED 1/4 TO 1/3
BEAM SPAN AND STAGGERED EACH
SIDE OF SELF MATiNG BEAM
1" MAX.
d=HEIGHT OF BEAM
1" MAX.
DENOTES SCREW PATTERN
NOT NUMBER OF SCREWS
TYPICAL BEAM SPliCE DETAIL
[1~W(f'@[]D@@ @:o W@[]D[]D@tt11>J ~\]@: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: ~=~3
-46-
A TT ACHED ALUM~NUM COVERS
..-......
~
.q-
N
N
"--
J
16"
~
TOP OF GRJ\DE
.3"x3" FLUTED POST
WRAPPED WI FELT PAPER
.3/8"x3 1 /2" BOLT
80 LB. 2500 PSI
CONCRETE PRE-MIX
.3"x.3" BASE
ALUMINUM CONVENTIONAL CONSTRUCTION
PORCH POST CONNECTION
POST IN CO\JCRETE
W/ #4 DIA. BAR
12" LONG
POURED CmKRETE
NOTE: NO FOOTING REOUIRED EXCEPT WHEN ADDRESSING ERGSION
2'-0" MIN, MIN. 2500 PSI CONC, W/
BEFORE SLOPE 6x6-1 Ox1 0 W. W. MESH OR
r---- t FIBER MESH TYPICAL
-- 1 #5 BAR CONT.
=' ,~~-~- "8" 1 1-
---, 11"",. 1 2"
+-
--
j
L
::y
~
ISOLA TED FOOTING
.3 1/2" *
II II II II 11"11 II II )1-11 II II II II II
NOTE; FIBER MESH CONCRETE DOES
NOT REQUIRED WIRE MESH
"8"
REFER TO TABLE 5
(PAGE 12-1.3)
1 #4 BAR CONT.
II II II Iii
/ NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING
2"/12" 2"/12" - 1'-10' >../'-10'
SLAB DETAILS ADDRESSING EROSION
FLA T SLOPE
o -
[1@W[f'@[jj)@@ @:o []3@UDUD@\J\Jg (;J[]@:o
CIVIL ENGINEER AND DEVELOPMENT CONSUL T,I\NT
P.O, BOX 4368 S. DAYTONA, FLORIDA 32121-4368
PHONE: (904) 767-4774
FAX; (904) 767-6556
--.....
@ COPYRIGHT, 199~) NOT TO RE REPRODUCED IN WHOl E OR IN "ART WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E. BENNETT, PE,
-45-
SECTION: 3
PAGE 5=~3
ATTACHED ALUM~INJUM C VIERS
ANCHOR ALLOWABLE LOADS AND MAX. LOAD AREA FOR ANCHORS
ANCHORS INTO WOOD FOR OPEN BUILDINGS
MLOWABLE LOAD / MAX. LOAD AREA (S.F.) @ 120 M.P,H. WIND LOAD
# OF ANCHORS 1 2 3 4
DIAMETER ANCHORx EMBEDMENT
1/4" x 1 " 264#/13 S.F. 528#/25 S.F. 792#/38 S.F. 1,056#/50 S.F.
1/4" x 1 1/2" 396#/19 S.F, 792#/38 S.F. 1,188#/57 S.F. 1,5;34#/75 S.F,
1/4" x 2 1/2", 660#/31 S,F. 1.320#/63 S,F. 1.980#/94 S.F. 2.640#/126 S,F.
5/16" x 1 " 312#/15 S.F. 624#/30 S.F. 936#/45 S.F, 1,248#/59 S.F.
5/16" x 1 1/2" 468#/22 S.F, 936#/45 S.F, 1.404#/67 S,F. 1.872#/89 S,F.
5/16" x 2 1/2" 780#/37 S,F. 1.560#/74 S.F. 2.340#/111 S.F, 3,120#/148 S.F.
3/8" x 1 " 356#/17 S.F. 712#/34 S.F. 1,068#/34 S.F. 1.4:24#/68 S.F.
3/8" x 1 1/2" 534#/25 S.F. 1,068#/51 S.F. 1,602#/76 S.F. 2.1 ::',6#/1 02 S.F.
3/8" x 2 1/2" 890#/42 S.F. 1.780#/85 S.F, 2.670#/167 S.F. 3.560#/169 S.F.
ANCHORS IN TO CONCRETE FOR OPEN BUILDINGS
AL LOWABl.E LOAD / MAX. LOAD AREA (S.F.) @ 120 M.P.H. WIND LOAD
# OF ANCHORS 1 2 3 4
DIAMETER ANCHORx EMBEDMENT
1/4" x 1 1/2" 757#/36 S.F. 1.514#/39 S.F 2.271 #/1 08 S.F. 3,028#/144 S.F.
--.
3/8" x 1 1/2" 1,050#/50 SF 2.114#/53 S.F. 3.171#/151 S.F. 4.228#/201 S,F.
~.
1/2" x 2 1/4" 1,443#/69 S.F. 2.886#/137 SF. 4,329#/206 S.F. 5.772#/275 S.F.
THROUGH BOLTS POST TO BEAM FOR OPEN BUILDING
----~--
AUOWABLE LOAD / MAX. LOAD AREA (S.F.) @ 120 M,P.H, WIND LOAD
# OF ANCHORS 1 2 .3
DIAMETER ANCHORx (LENGTH = POST THICKNESS + 1/2")
1/4" x t+l/2" 2..356j1/112 S,F. 4.712#/21.3 S.F. 7.068#/.3'.:.;6 S.F.
..."
.3/8" x h1/2" 5..300#/252 S.F, 10,600#/505 S.F.
1/2" ~ hl/2" 9.426#/449 S.F,
[1&:lW[(@[jjJ@@ ~o m@[jjJ[jjJ@UU<l [;\~o
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P.O, BOX 4365 S, DAYTONA, FLORIDA 32121-4365
PHONE: (904) 767-4774
FAX: (904) 767-6556
@ COPYRIGHT, 1995 SECTIO,'-:: "'"
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN V
PERMISSION FROM LAWRENCE E, BENNETT, PE PAGE 1=t3\
-47-
q'1 rfl
<;)- q ),'
APPLICANT d ~ 4~/I/< 0/ ~'r-~
ADDRESS .3 fo S- 3:? ;J V1 j
OWNER /~ s:.R.~ ~
,
JOB LOCATION. ~ ~~:1 J... ~ /4~ _
LEGAL DESCRIPTION: LOT (S) / ( ()
.
PARCELI.D.# //-~0-.l I-(JO'/o -=/'?Yi:JC)-C5//L)
,- .
WORK PROPOSED:~New Construction ____Addition ____Alteration ____Repair ____Install
APPLICATION FOR PE~lIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
qu..-P-
PHONE
7P-:1. -5YY~
~...t ' "
LOT SIZ~x.r::-a AREA SQ.FT~/?(!.7CfC!
BLOCK
SUBDIVISION
____Sign/Temp.
____Sign
_Move
____Demolish
PROPOSED USE: ____Single Family
____M/F
____IF of Uni ts
,____M/ H
____Commercial
____Indust.
____Swim. Pool
Other
BUILDING SIZE:
____Restaurant & Health Department Approval
j.?; ~~;' ~'~...square Feet, ~~ ~~
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FO~lS.**
**COPY OF CONTRACT REQUIRED.
/
~ Height
RESIDENTIAL:
COMMERCIAL :
ENERGY FORMS.**
PERMITS REOUESTED
____BUILDING
$
Valuation of Total Construction
____ELECTRICAL
AMP Service
Florida Power Corp.
_H.R.E.C.
____MECHANICAL
$
Valuation of Mechanical Installation
____PLUMBING
GAS
ROOFING
SPECIALTY
TYPE OF CONSTRUCTION: ____Block ____Frame ____Steel
Other
FINISHED FLOOR ELEVATIONS: FT.
I~~~~*******************************~**
) / /J /, CONTRACTOR SECTION / 1 J
. ~ ~~ ~ Company ~
State Cert. or Regist. #
Signature City License Registration
*************************************
ELECTRICIAN
Company
State Cert. or Regist. #
City License Registration #
******************************************
Signature
PLUMBER
Company
State Cert. or Regist. #
City License Registration #
******************************************
Signature
MECHANICAl
Company
State Cert. or Regist. #
City License Registration #
******************************************
Signature
OTHER
Company
State Cert. or Regist. #
City License Registration #
Signature
APPLICATION APPROVED BY
******************************************
PERMIT OFFICER.
DATE
CUIlOIN6 DEPT APPROVED
_ , CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this perlit lay be subject to 'deed restrictitns" which lay be .ore restrictive than City
regulations. The undersigned assules responsibility for co.pliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they lay be r~quired 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 lay be
cited for a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to what licensing
requirelents lay apply for the intended work, they are advised to contact the City of 2ephyrhills Building Departlent, (B13l
7B8-6611.
Furtherlore, if the owner has hired a contractor or contractors, he is advised to have the contractorls) sign portions of the
'Contractor Sections' of this application for which 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 work, If the contractor wishes you to sign
as contractor that lay be an indication that he is not properly licensed and is not entitled to perlitting 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, have been provided with a copy of "Florida's Construction Lien LaM - HOleowner's Protection
Guide' prepared by the Florida Departlent of Agriculture and Consuler Affairs. If the applicant is SOleone other than the
'owner" , I certify that I have obtained a copy of the above described doculent and protise in good faith to deliver it to the
'owner" prior to cOllencelent.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all
applicable laws regulating construction, zoning, and land developlent.
Application is hereby lade to obtain a perlit to do MOrk and installation as indicated. I certify that no work or
installation has cOllenced prior to issuance of a perlit and that all work will be perforled to leet standards of all laws
regulating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also
certify that I understand that the regulations of other governlental agencies lay apply to the intended work, and that it is
IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not lilited to:
f Departlent of Environlental ReQulation - Cypress Bayheads, Metland Areas and Environlentally Sensitive Lands,
Water/Wastewater Treatment
f Southwest Florida Water "anaQelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
f ArlY Corps of EnQineers - Seawalls, Docks, Navigable WaterNays
f Departlent of Health ~ Rehabilitative Services. Environ.ental Health Unit - Wells, Wastewater Treatlent, Septic Tanks
f US Environlental Protection AQency - Asbestos abatelent
I also certify that, if fill laterial is to be used in Flood Zone "A" or "A,etc,", it is understood that a drainage plan
addressing a "colpensating volule" will be sublitted Nhich 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 Nork and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall issuance of a perlit prevent the Building Official frol thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every pertit issued shall becole invalid
unless the work authorized by such perlit is COllenced Nithin six tonths of issuance, or if work authorized by the perlit is
suspended Dr abandoned for a period of six lonths after the tile the Nork is cOltenced. One 90 day extension of tile, lay be
alloNed for the perlit with fee charge of $15.00. The extension shall be requested in writing to the Building Official, An
approved inspection lust be logged during each six lonth period, or the project Nill be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COH"ENCEHENT HAY RESULT IN YOUR PAVING TWICE FOR IMPROVEHENTS TO VOUR
PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
CO..... 'T. lOBS ~ 1M VIlDE DO NOT NEED :0 RECORD AND POST "OOTICE OF CO'NENCE' T",
E: OWNER OR AGENT SIGNATURE: CONTRACTOR
was acknowledged
, 19____ by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument
before me this
was acknowledged
, 19_____ by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument
before me this
who is personally known to me Dr who has
produced
as identification and who did/did not
take an oath.
who is personally known to me or who has
produced
as identification and who did/did not
take an oath.
(Signature)
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
---..-- -_..
-;..
". "be .. for addr6..
R 1'~a,rr~
3 PART
carbonlp!>!>
FORM tJC 3872
INVOICE
-
H. W. ALUMINUM & CONCRETE
38430 South Ave.
Z€:phyrhills, Fl 33541
(813) 788-3044
.A
INVOICE DATE
No" II Y
-;Lr-9~
~
CUSTOMER'S
ORDE:R NO.
SOLD TO: / .'. S'J1...
-- _.L.t2 ~L.J. . ... . "0. ". I_el_~__.._____._______
:3 ~ !C3.?. 2_!::Ll:L.~~ _
o/~ -t"" "- ~,
Sf'lIlP TO:
a-p
.C7l.~,-
~
-~
.OTY. SHIPPED
At.1OUN~
'-
I
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Br-o~....
CA,J,Jm:)
~c 3872
Invoice
C6
..
------"~~,_. -.--.----...-...