HomeMy WebLinkAbout95-4685
BUILDING PERMIT
Permit N.C?
CITY OF ZEPHYRHILLS
(813) 788-6611
4685E
Date. :2-9-9~
CWiLDIN~l
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
:~~:::,~:.~e'_~-:;".'7?fb --LI r
Parcell.D, #
Water Meter:
TI.F.'s:
Zoning: Energy Code:
Description of Work .--fiA 17t:J~--L ~~
~
---(../.
NO OCCUPANCY BEFORE C.O.
FINAL d- /8- S
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
Permit Fee ~
Signature~
Company
Address
Telephone#
Valuation or
Contract Price
/ /'<-5 -0. 0-0
:.;
City License Registration # 2ry
State Certified License#
,6"j~ t1A~
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Breakers
Ducts Insl.
Compressor
Final
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.00) 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.
APPLICAnON FOR PERKIT
CITY OF ZEPHYRBILLS
BUILDING DEPARTKENT
OWNER' S ADDRESS
8'; 3 - 7tff'" u,tsZ; I
OWNER' S
JOB ADDRESS
LEGAL DESCRIPTION: LOT(S)
BI.OCI....--.SUBDIVISION
PARCEL LD.'
WORK PROPOSED: ew Construction ---^ddition --Alteration __..Jlepair _Install
_Sign ---..JIove _Deaolish
PROPOSED USE: v(ingle Faaily --.Jt/F _' of Units --.Jt/H
_~rcial _Indust. _Swia. Pool _Other
-Restaurant &: Health Departaent Approval \ \ _
DESCRIPTION OF WORK: 6Cre eh :Kcom ~ \5
BUILDING SIZE: ;lO X 10. ;)-00 Square Feet. g I Height
RESIDENTIAL:
COMMERCIAL :
ATTACH (2) PLOT PLANS &: (2) SETS OF BUILDING PLANS &: (1) SET ENERGY FORMS.
A'l'TACII (3) SETS OF BUILDING PLANS &: (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
~UG
$~ 7 '5o~
PERKITS REQUESTED
Valuation of Total Construction
RT.RCTRICAL
AIIP Service
Florida Power Corp.
W.R.E.C.
----1IECllAllICAL
$
Valuation of Mechanical Installation
~UtlBING GAS ROOFING
SPECIALTY
TYPE OF CONSTRUcnON: ~loclt _FraJIe _Steel
Other
FDlISBED FLOOR ELEVAnONS:
F'I' .
IS PROJEct IN FLOOD ZONE AREA?
YES NO
..........................................
Signature
~ ~=Aft~h6 IU~
~ State Cerl:. or Begist. . - & '07/'
City License Registration . O{o
.. .. .......................................... ?
RIITIJlD.
RT.RCTRICIAII COMPANY
State Cert. or Regist. .
SiDnAture City License Registration .
..........................................
PLUMBER COMPANY
State Cert. or Regist. .
Signature City License Registration .
..........................................
tlECllANICAL COKPANY
State Cert. or Regist. .
Signature City License Registration .
..........................................
OTRRR COMPANY
State Cert. or Regist. .
Signature City License Registration .
..........................................
APPLICAnON APPROVED BY PERKIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
'l'be undenigned understands that this pemit lay be subject to 'deed restrictions' wbieb laY be lOre restrictive than City
regulations. tbe undersigned asSUles responsibility for cmpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner bas hired a contractor or contractors to undertake wort, they lay be required to be licensed in accordance with
state and local regulations. If the contractor is not licensed as required by law, both the c:nmer and contractor laY be
cited for a lisdeJeanor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing
requireJents laY apply for the intended work, they are advised to contact the City of Zepbyrbills Building DepartJent, (813)
788-6611.
FurtheIlOre, if the owner bas bired a contractor or contractors, he is advised to bave the contractor(s) sign portions of the
'Contractor Sections' of this application for whieb 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 pemitting 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 - lkIIeoImer's Protection
Guide" prepared by the Florida Departlent of Agriculture and ConsUJer Affairs. If the applicant is SOIIl!OIle other than the
lowner", I certify that I bave obtained a copy of the above described docUJent and pr..ise in good faith to deliver it to the
"owner" prior to co.enCeJent.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the inforaation in this application is accurate and that all IOrk will be done in cOlpliance with all
applicable laws regulating construction, loning, and land developll!llt. .
Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no IOrt or
installation has co.IeDced prior to issuance of a pemit and that all work will be perfolJed to .Het standards of all laws
regulating construction, City codes, loning regulations, and land developleDt regulations in the jurisdiction. I also
certify that I understand that the regulations of other goverDleDtal agencies lilY apply to the intended wort, and that it is
Ii responsibility to identify wbat actions I lUSt tate to be in COIpliance. Sueb agencies include but are not luited to:
t Departlent of EnvirOlll8Dtal Regulation - Cypress Bayheads, Wetland Areas and EnviroDleDtally Sensitive Lands,
Water IWastewater 'l'reat:lent
t Southwest Florida Water ManageJellt District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses
t AIIY Corps of Engineen - Seawalls, Docks, Navigable Waterways
t DepartJent of Health i Rehabilitative Services, EnvirOlll8Dtal Health Unit - Wells, Wastewater 'l'reatlent, Septic 'l'ants
t US EnviIODlelltal Protection Agency - Asbestos ahatl!lellt
I also certify that, if fill laterial is to be used in Flood Zone 'A' or lA, etc.', it is understood that a drainage plan
addressing a 'co.pensating volute' will be sublitted whieb is prepared by a professional engineer registered in the State of
Florida prior to peIlit issuance.
A penlit issued shall be construed to be a license to proceed with the IOrt and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor sball issuance of a penlit prevent the Building Official frOJ thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every petlit issued sball beCClle invalid
unless the IOrt authoriled by sueb pemit is ~ced within slllOntbs of issuance, or if IOrt authoriled by the pertit is
suspended or abandoned for a period of sillODtbs after the tile the wort is co.enced. One 90 day l!Itension of tile, lilY be
allowed for the pemit with fee charge of $15.00. the l!Itension shall be requested in writing to the Building Official. An
approved inspection lUSt be logged during eaeb sil IODth period, or the project will be considered abandoned.
WARRING '1'0 (MER: YOOR FAILURE '1'0 RECORD A NOIICH OF C<IIMDCBIID'I' MAY RESUL'I' IN YOUR PAYING '!'IIICH FOR DIPROVIIID'I'S '1'0 YOUR
PROPERlY. IF YOU IJIUIlD '1'0 08'1'111 FIIlUCIIG, CONSULt WID YOOR LEIIDER OR IN I'I"I'ORIIY BBFORI RECORDING YOUR DICH OF
<mmNCEMEII'I'. JOBS UNDER $2,500 IN VALUE DO NOI NEED '1'0 RECORD AND POS! A -NOIICH OF ClJIIDCEIIBI'I'".
.~
StA!E OF FLORIDA
coum OF
The foregoing instrument was acknowledged
before me this t 19____ by
S'I'A!E OF FLORIDA
coum OF
The foregoing instrument was acknowledged
before me this , 19_____ by
who is personally known to me or 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)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
---- _4 ourn.nn~hh~ VULLULNG DKPARTHRNT
OWNER f/1.4Cb-lttiu'Y'J<4)
JOB LOCATION ~ ~ ~ 0/
PARCEL 1. D. #
SHOW ALL BnST~1fG & PROPOSED STRUC"I1JRES GIVING DIHRHS~OHS & SETBACKS.
ALLEYWAY ACCESS FOR
GARAGE OR CARPORT _
15 FOOT SETBACK
REQUIRED.
UTILITY BUILDINGS
MUST SHOW SIZE &
FOUNDATION INFOR-
MATION.
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J..TNE
(NOTE EXAMPLES 1 & 2)
1. SETBACKS FOR R1, R2 ZONING
60'
10'
P E
R X
o I
10' P S
o T
S I
E N
D G
20'
2. SETBACKS FOR R3 ZONING
60'
10'
10 '
10'
EXISTING
10'
1 O'
1 0'
PROPOSED
20'S(JL FAM
30'DUPLEX
FROIIr PROPBR'n LINE
FRON"l' PROPBRTY LINE
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GLASS ~OOMS: SOLID WALLS AND COVER
TABLE 3: MAXIMUM HEIGHT OF UPRIGHTS FOR SCREEN AND GLASS ROOMS
EXTRUSTIONS AND SELF MATING BEAMS OF 6063 T -6 ALUMINUM ALLOY
USING SCREEN PANEL WIDTH "w" (SEE TYPICAL GLASS ROOM DRAWING), SELECT
UPRIGHT REQUIRED FROM THE MAX HEIGHT ALLOWED FOR EACH EXTRUSION
WIDTH "w"
36" 42" 48" 54" 60" 66" 72" 78"
EXTRUSION
2"x 2"x 0,044"
9'- 2" 8'- 6" 7'-11 " 7'- 6" 7'- 1 " 6'- 9"
2"x 2"x 0,050"
10'- 2" 9'- 5" 8'-10", 8'- 2" 7'-11" 7'- 6" 7'- 2" 6'-11"
2"x 2"x 0.093"
12'-10" 11' -11 " 11'- 1 " 10'- 6" 9'-11 " 9'- 6" 9',- 1 " 8'- 8"
3"x 2"x 0,050"
10'- 8" 9'-11 " 9'- 3" 8'- g" 8'- 3" 7'-11 " 7'- 6" 7'- 3"
2"x 3"x 0,050"
12'-10" 11'-11" 11' - 1 " 10'- 6" g' -11" g'- 6" g' -- 1 " 8'- 8"
3"x 2"x 0,070"
13'- 8" 12'- 8" 11'-10" 11'- 2" 10'- 6" 10'- 1 " g'- 8" g'- 3"
NOTES: GLASS ROOMS THE ADDITION OF AN ALUMINUM FRAME WINDOWS WI GLASS
PANES THAT ARE DESIGNED TO 110 MPH WIND LOAD REQUIREMENTS TO THE
ABOVE UPRIGHT SIZES INCREASES THE STRENGTH SO THAT ADDITIONAL
FRAMING IS NOT REQUIRED.
[1@W[]'@UD@@ @:o m@ouou@l1l1g !;)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: 5
PAGE: ~O=~~
-83-
GLASS ~OOMS: SOliD WALLS AND (cOVER
, --..
TABLE 2: MAX, ROOF BEAM SPANS FOR SCREEN & GLASS ROOMS, UTILITY ROOMS,
SHEDS AND OTHER ENCLOSED STRUCTURES wi SOLID ROOFS
ALUMINUM BEAMS OF 606] T -6 ALLOY
EXAMPLE FOR SPAN "L" ON DRAWING USE LOAD WIDTH = "W"/2 -I-
2"x 4"x 0,050" TILT BEAM: LOAD WID TH = 14'12 -I- 2'O.H.
LOAD WITH - g'; L.L. @ 22#/SF BEAM SPAN = 4'- 4"
SIZE BEAM SPAN FOR DESIGNATED LOADS
LIVE LOADWIND LOAD
22#/SF ]2#/SF
EXTRUSION
5'-10"
5'- 4"
4'-11"
4'- 7"
4'- 4"
4'- 1"
]'-11 "
EXTRUSION
6'- 1" 5'- 0" 5'- 1"
5'- 7" 4'- 6" 4'- 7"
5'- 2" 4'- 2" 4'-.]"
4'-10" ]'-11" 4'- 0"
4'- 6" ]'- 8" ]'- g"
4'- 4" ]'- 6" ]'- 7"
4'- 1" ]'- 4" ]'- 5"
OR 2"x ]"xO,050" TILT BEAM OR
8'- 0" 6'- 6" 6'- 8"
7'- 4" 5'-11" 6'- 1"
6'- g" 5'- 6" 5'- 7"
6'- 4" 5'- 2" 5'-]"
5'-11" 4'-10" 4'-11"
5'- 8" 4'- 7" 4'- 8"
5'- 5" 4'- 4" 4'- 5"
]"x 2"x 0.050" EXTRUSION
7'- 5"
6'~ g"
6'- ]"
5'-10"
5'- 6"
5'- ]"
5'- 0"
...---.
BEAM
BEAM
LOAD WIDTH
2"x 2"xO,044"
5'
6'
7'
8'
g'
10'
11'
2"x 2"x 0.050"
5'
6'
7'
8'
g' EXAMPLE
10'
11'
2"x 2"x O,Og] EXT
5'
6'
7'
8'
g'
10'
11'
5'
6'
7'
8'
g'
10'
11 '
r-,
4'- g"
4'- 4"
4'- 0'"
]'- g"
]'- 6"
]'- 4"
]'- 2"
6' - 1"
5'- 6"
5' - 1"
4'- 9"
4'- 6"
4'- ]"
4'- 1"
100 MPH
4'-10"
4'- 5"
4'- 1"
]'-10"
]'- 7"
]'- 5"
]'- 3"
6'- 2"
5'- 7"
5'- 2"
4'-10"
4'- 7"
4'- 4"
4'- 2"
110 MPH
4'- 5"
4'- 0"
3'- g"
]'- 6"
]'- 3"
]'- 1"
2' -11"
O,H
= g'
120 MPH
4'- 1"
3'- g"
3'- 5"
3'- 2"
3'- 0"
2'-10"
2'-- g"
4'- 7" 4'- 3"
4'- 2" 3'-11"
]' -11" ]' - 7"
3' - 7" ]',- 4"
]'...... 5" 2'- 2"
]'-]" ]'- 0"
]'- 1" 2'--10"
2"x ]"xO.050" EXTRUSION
6'- 0" 5'- 7"
5'- 6" 5'-- 1"
5'- 1" 4'- 8"
4'- g" 4'- 5"
4'- 6" 4'-. 1"
4'-]" ]'-11"
4'- 0" ]'--10"
5'- 7"
5'- 1"
4'- g"
4'- 5"
4'- 2"
]' -11"
]'- g"
5'._ 2"
4',- g"
4'.- 4"
4'-- 1"
]'-10"
]' -- 8"
]'-- 6"
[b@w[)'@[][)@@ ~D [ID@[][)[][)@DDg lPD~D
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: 5
PAGE: 9Sl~~~
-81-
SCREENED ENCLOSURES: SCRIEEN I VINYL 'IN AllS AND SOLID COVER
2"x____ BEAM SEE TABLE 4
OVERHANG VARIES +
2'-0" MAX,
"wit
I
.3 1 /2" SLAB ON
GRADE OR RAISED
FOOTING
MAX.
UPRIGHT 1 "x 2"
LENGTH
VARIES NO MAX. ELEV. SLAB OR ON GRADE
* "H"
-l
TYPiCAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING
* (HEIGHT OF UPRIGHT is MEASURED FROM TOP OF 1 "x2" PLATE TO BOTTOM OF WALL BEAM)
o Ht 11'1I2
ALUMINUM PANEL COVER ~IT
W/2
W
0:::
::J
t--
U
::J
0:::
t--
U1
C)
Z
;=
U1
X
W
2"x___ BEAM AND COLUMNS
MAX, COLUMNS, SPACING
SEE TABLES
it 1 "x2"xO.040"
=t-
J "W" VARIES ,~
TYPICAL GLASS ROOM
NOTES:
1, ANCHOR 1" x 2" OPEN BACK EXTRUSiON WITH TAPCON 1/4"x2 1/4" LENGTH OR EQUAL
MAX, OF 2'-0" O,C.
ANCHOR TO WALL WITH 1 1/2" #10 SMS WITH WASHERS 2'-0" O,C, SPACING
ANCHOR BEAM AND COLUMN KNEE BEAM WITH ANCHOR CLIPS AND #10 SCREWS AND
WASHERS
2, MIN, SLAB THICKNESS FOR SLAB ON GRADE IS .3 1/2" CONCRETE
3. SELECT FRONT WALL BEAM FROM TABLE USING LARGER "A" VALUE OF W/2 OR W/2+0.H,
4. "w" IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM
[b@W[(@[]iJ@@ @:o rn@[]iJ[]iJ@1l1lg [?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: ~~t2
_')':11_
'\----
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To
ALUM~ft~UM HA:il';H;tw
37827 FOUNTAIN RD.
ZCPHYPHL.2' ~B5<}
(813) 10<:<$5 j.3
ESTIMjnE & AGREEMENT
1059
DATE: //?~(P/95
BID: We hereby propose to furnish material and labor
to complete the work outlined herein for the sum of: . ,
~.
I'> ,.J I ^ (\ A,'\. fl.-I. tt"., .. I Co
c)/iL \)'l\JJUt/dM'0.:JQt.>en fJJ.l.l1Llnu.cv.cf, '~ollars
00
($ i7,Jj'r-.--
-~ l...-/ ) Payment to be made as follows:
.CL_~~_I
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We hereby submit specifications and bid for:
FOLD HERE
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CONTRACTOR'S GUARANTEE
We guarantee all material used in this contract to be as specified above and the
entire job to be done in a neat, workmanlike manner. Any variations from plan or
alterations requiring extra labor or material will be performed only upon written
order and billed in addition to the sum covered by this contract. Agreements made
with ou, workm are not recogn~e,q. /1
DATE I SIGNED / /.. j___
, "1' -" /' /,,;.."j /.'
l t."i/" '/U":~'
FOR IDFORMS, INC, THOROFARE, NJ 08~9499
ACCEPTANCE OF BID
The above specifications, terms and contract are satisfactory, and
(I) (we) hereby authorize the performance of this work,
j
DATE / C/ C:.-'
f (,-.)
,
/ rA':_-'~:_'~. t:~/~~_~!
THIS CONTRACT IS VOID 30 DAYS FROM DATE UNLESS PINK COPY IS SIGNED AND RETURNED TO BIDDER
WE COMPLY WI' 'L WORKMAN'S COMPENSATION & PROPERTY DAMAGE L1ABll" 'SURANCE LAWS.
/Ii
1289
CONTRACTOR'S FILE COPY . SIGN WHITE & PINK COPIES & DELIVER TO C:USTOMER