HomeMy WebLinkAbout95-5300
BUILDING PERMIT .-
CITY OF ZEPHYRHILLS Permit N!
(813) 788-6611
-,- 5300 13
Date
/0 ~//-9r-
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Pmperty Owne, d r-t ~ WaW Mete,
Job Address: 6" 0 -.3' . T.I.F.'s:
Parcell.D. # e2 -~6 'd-/ - 0 i)~t; - 063 (? {).... 0 t)/ 0
Zon;ng' ~,gYCode' Rad~nGa" J...!.'V t~ ~ j_
DescriptionofWork_~ ~ .dY1 ~~~q ~ "-/ ~
NO OCCUPANCY BEFORE C.O.
FINAL 10- 3 J., q
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
c.o.
DATE
Inspector
Permit Fee
Signature
Company
Address
Telephone#
.~
Valuation or
Contract Price
~ y S() ". crv
.J
City License Registration # -ssL
State Certified License#
7,.LeI
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.
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APPLICAfiON FOR PERMIT
CITY OFZEPIIYRIIILLS
BUILDDlG DBPAR'l"KENT
OWNER'S
OWNER'S ADDBBSS ((Jr., -::;)~
JOB ADDRESS (C' (~"J-f/)
BONE 5) I ~'::).~ l'-r SeC)" - (c 1 QCf
-.....
LEGAL DESCRlP'fiON: LOT(S) BLOCIL.-.SUBDIVISION ~~
PARCEL I.D..~~02..l.p-Ol\-CC;iol.o-OO~-<2C>lO (OBTAIN FROM PROPERTY TAX NOTICEl
WORK PROPOSED:~ew Construction ~ition --Alteration Repair _Install
--.J;igo.
--.JIove
->>e-olish
PROmSED USE: .xSingle Faaily
_ec-ercial
---Yt/F _' of Units ---Yt/H
_Indust. -5wia. Pool _Other
____estaurant &: Hea1thAepartaent Approval .
DBSaIIPTIOB OF -, ~. ~I\ oJl QJL;~4~~~
BUlLDDlG SIZE: lOx 3S t ~e Feett~ Height lU UAS
RESIDERTlAL:
COMMERCIAL :
ATTACH (2) PLOT PLAIIS &: (2) SETS OF BUlLDDlG PLANS &: (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUlLDDlG PLANS &: (1) SET ENERGY FOlUlS.
PROPERTY SURVEY BEQUIRED FOR ALL NEW CONSTRUCTION.
-BUlLDDlG
$~ It<;D~
PERMITS REQUESTED
,
Valuation of Total Construction
RT.RcrRICAL
A!IP Service
Florida Power Corp.
W.R.E.C.
--lIECIIAIJICAL
--.J'LUIIBDG
$
Valuation of llecbanica1 Installation
GAS
ROOFDlG
SPECIALTY
TYPE ()F mJlSTJWCrIOB: _B1ocIt _Fraae _Steel
Other
F1IIlSIIBD PI.OOll ELEVAfiOIlS:
Fl.
IS PROJECT DI FLOOD ZONE AREA?
YES NO
.......................................... '
COIlTRACTOR SE~
COMPANY V~,COnotALttJt~
tate Cert. or Regist. .
ty License Registration f .:g'''.J/,.,
...........................
aml.DER
RT .Rr.'I'RTCIAIlI
COKPANY
State Cert. or Regist. .
City License Registration .
..........................................
SignAture
PLlDlBER
Signature
COMPANY
State Cert. or Regist. .
City License Registration f
..........................................
IlECBAIlICAL
Sigoature
COMPANY
State Cert. or Regist. f
City License Registration .
..........................................
nTRRR
Signature
COMPANY
State Cert. or Regist. f
City License Registration f
..........................................
APPLICAfiOIl APPROVED BY
PERMIT OFFICER.
"'_'.fI'''''~fl'',,"'..j"'.,"" ""~""';"l';_lf"\IilJtW.~~-~" "'~-.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
the undersigned understands that tbis perlit lilY be subject to -deed restrictions- wbieb lilY be lOre restrictive than City
regulations. !be undersigned assUJeS responsibility for cmpliance witb any applicable detc1 restrictions.
,
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the OIIIler bas bired a contractor or contractors ' to undertake IIOrt, tbey lilY be required to be licensed in accordance ,itb
state and local. regulationa. If tbe contractor is not licensed as required by law, botb the 0III1er and contractor lilY be
cited for a lisdeleallOr violation under state law. If tbe 0IfI18l' or intended contractor are uncertain as to lIbat licensing
reguir8I8Du lilY apply for tbe intended wrt, tbey are advised to CORtact the City of Zepbyrbil1s Building Departlent, (813)
788-6611.
Furtberlore, if the OIfIler bas hired a contractor or contractors, be is advised to bave the contractor(s) sign portioua of tbe
-Contractor Sections- of tbis application for whieb tbey will be responsible. If JOU, as tbe lJIIIler sign as the contractor,
you are indicating that you, rather than the contractor, are responsible for the IIOrt. If tbe contractor wishes IOU to sign
as contractor that lilY be an indication that be is not properly licensed and is not entitled to perlitting privileges. in the
City of Zephyrbills.
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 ,itb a copy of -Plorida's COnstruction Lien Law - lkIIeoImer's Protection
Guide- prepared by tbe Plori4a Departlent of Agriculture and ConsUl8l' Affairs. If tbe applicant is 8OIeODe other than the
-OIIIlerD, I certify that I bave obtained a copy of the above described docUIent and prcaise in good faitb to deliver it to tbe
-OIIIler- prior to COIIIIlC8ll8llt.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all tbe infolliltion in tbis application is accurate and tbat allwrt will-be done in cmpliance witb all
applicable laws regulating construction, loning, and land developElt.
Application is hereby lade to obtain a perlit to do IIOrt and installation as indicated. I certify that no wrk or
installation bas CDIeIlced prior to issuance of a perlit and that all wrk will be perfOlled to .et staDdards of all laws
regulating construction, City codes, loning regulations, and land develO(llBJlt regulationa in tbe jurisdiction. I also
certify that I understand that tbe regulations of other goverDl8l1tal agencies lilY apply to the intended II01't, and that it is
If responsibility to identify wbat actions I lUSt take to be in COIpliance. Sueb agencies include but are not luited to:
I Departlent of EnvirOlll8l1tal Requlation - Cypress Baybeads, Wetland Areas and EnviroDl8lltally Sensitive Lands,
lIater /Wastewater 'I'reatlent
I Southwest Plorida Water Hanagl!l8llt District - lIells, Cypress Bayheac1s, lIetland Areas, Altering lIatercourses
I AllY Corps of Engineers - Seawalls, Docks, lavigable lIatenays
I Departlent of Healtb i Rebabilitative Services, EnvirOl1l8l1tal Healtb Unit - lIells, lIastewater 'I'reatlent, Septic lants
I US Envi1'ODl8lltal Protection Agency - Asbestos abatl!lll!llt
I also certify that, if fllllilterial is to be used in Flood Zone -A- or -A, etc. -, it is understood that a drainage plan
addressing a -COIP8D8ating vol.- ,ill be sublitted ,bieb is prepared by a professional engineer registered in the State of
Florida prior to perlit issuance.
A ~it issued sball be construed to be a license to proceed "itb the work and not as authority to violate, cancel alter, or
set aside any provisions of the tecbnical codes, nor shall issuance of a perlit prevent the Building Official fllll thereafter
requiring a correction of errors in plans, construction, or violations of any code. Ivery pmit issued &ball becoIe invalid
unless tbe work authoriled by such perlit is co.mced witbin sillOl1ths of issuance,. or if work authoriled by the perlit is
suspended or abandoned for a period of sillOlltbs after tbe tile the II01'k is ~ced. One gO day atenaion of tile, lilY be
allowed for tbe perlit witb fee charge of $15.00. the atension shall be requested in writing to the Building Official. An
approved inspection lUSt be logged during eaeb sil IOIltb period, or tbe project ,ill be considered abandoned.
IlARlfIlfG '1'0 0IfIIR: YOOR PAILURB '1'0 RlCORD A 10UCK OF CCIIlDCBIIIHf MAY RlSUL'I' III YOOR PAYlIfG NICK FORIHPROVIIIII'I'S '1'0 YOOR
PROPIRIY. IP YOU IftDD '1'0 OB'IIII PIUlICIlfG, CONSULI IUD YOOR LIRDIJl OR All A'I'IORIIY BBPORB RICORDIIG YOOR IiOfICK OP
COHMIM JOBS UNDER $2,500 III VALUI DO 101 mD '1'0 RECORD AID POS'I' MIIOIICK OF CCJIIDCIIIIIII..
S'I'A'I'I OF FLORID1~
COOllY OP :s C!- c::>
The foregoing instrument was acknowledged
before me this /.?ef, .Q- , 19 9s- by
}UY/itJI.4 14~
who is personally kn 0 me or who has
produced I( /l.I tJ tV J1J
a. ift:1ion and who did/did ot
an ~. ~
/ "'- ~
igna ure)
I
/
(Name , Printed or Stamped)
NOTARY PUBLIC
S!A!I OP FLORIDA ()
coum OP rJ/5 t:! 0
The foregoing instrument was aCkn9Wledged
before me ~is tJt!-I 5' , 19 tJ6 by
Lv. Y/l/ll J} J.. A JlJ ~
who is personally knmril to lie or who has
produced K iJ (J oJ d
as iden . 1C tion and who did/did not
'o.~
L5,nze
atur I . A /
L ;' /J/ [/ A -::] t:A' /II JII&r /1/ ,,-tJ.5CJ M~
(Name Typed, Printed or Sta.ped)
NOTARY PUBLIC
.~~\riJ;;;" LINDA JEANNEm NEWSOME
I . :.~ MY COMMISSION' CC 482467
{<Ii EXPIRES: July 20. 1_
R~" BondId ThnI NolaIy PublIc ~
"'~~'&:" LINDA JEANNmE NEWSOME
.~,. . -"'3/'
i.:" :;; MY COMMISSION' CC <482467
\~. :,;i EXPIRES: July 20. 1999
".')i,Rf. .' BondId nvu NolaIy PublIc UnderMIIIre
/' .~~ "-
.
Aluminum & Concrete
6017 Gall Blvd,
Zephyrhills, FL 33541
Proverbs 22:29 (813) 782-7497 1-800-308-8274 Beeper
PROPOSAL SUBMlnED TO PHONE I DATE
Mr. & Mrs. Foster 780-6799 Sent 1995
STREET JOB NAME
6038 Pearl Street Oaks ide Mobile Park
CITY. STATE AND ZIP CODE JOB LOCATION
Zephyrhills, Fla. 33540
AnENTlON: I JOB PHONE
We hereby submIt scec,fu::"lIons and estimates for:
4x5 sidewalk
remove wooden steps and install concrete steps in screenroom
handrail on steps
1 awning 72 inchs all white
inslated screen roof area only
install vinyl windows in screenroom walls
extra door with vinyl windows
existing concrete and roof already there.
JUt Jroposr hereby to furnish material and labor - complete in accordance with above specifications. for the sum of:
Two Thousand Four Hundred Fifty dollars and nO/100 dollars ($2 4 5 0 . 0 0 ) .
Payment to be made as follows:
Unon comn 1 ei" ; on ~nd acceotance
All matelta' is luaranCeed to be as specified. AU work to be completed in a workmanlike Authorized
~nner accotdinl to shindard practices. Any alteration or devWilion from above specific..
tlonS Involvinl edr. CoCKts wll' be .aecuted onty upon Wfitten orders. and win become an Signature
..tr. char._ over and above t.... estimate. All aSI.ements conlinl_"! upon strikes. accidents Note: This proposal may be
or delays beyond our control. Owne, to carry fire. tornado and other necessary Insuranc..
Our workers are futly covered by WORmen's Compensation Insur.nce. withdrawn by us if not accepted WIthin days.
'\,. ~
, U_~..tjV\ '-t-" L>___ >-t <1./", "
Arr.rptanr.r pf Jrpppsal- The above prices, speCIfications -)
and conditions are satisfactory and are hereby accepted. You are authOrized Signature
to do the work as specified. Payment will be made as outlined above.
Date of Acceptance: Signature
~ -#
Jlrnp.osa:l/ OInnfrarl
Page No.
of
Pages
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SCIREEINIED ENClOSUIRES: SCREEN I VINVL WALLS AND S9UD eOV~R
",-....,
"x BEAM SEE TABLE 4
OVERHANG VARIES 4-
2'-0" MAX.
"w"
~I
3 1/2" SLAB ON
GRADE OR RAISED
FOOTING
MAX.
UPRIGHT l"x 2"
LENGTH
VARIES NO MAX. (ELFV. SLAB OR ON GRADE
* "H"
-----~.
TYPICAL GLASS ROOM WITH SOliD ROOF. TYPICAL FRONT VIEW FRAMING
* (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1 "x2" PLA 1"E TO BOTTOM OF WALL BEAM)
ALUMINUM PANEL COVER
/
o H.rf w/2 W/2 j./ ~
_ /, u
-_________.. / / :::J
-~== //: ~
// (J
1 "x2"xO.040"
"w" VARIES ~
,--
Ul
/"""'..
2"x_3 BEAM AND COLUMNS
MAX. COLUMNS, SPACING
SEE TABLES
~-- ----
tt
~
J
-<
l.LJ
TYPICAL GL.ASS ROOM
NOTE S:
1. ANCHOR 1" x 2" OPEN BACK E'xTRUSION WITH T ;\PCON 1/ 4"x2 1 /4" U:.NG Iii OR fOllAl
MAX. OF 2'-0" O.C.
ANCHOR TO WALL WITH 1 1/2" #10 SMS WITH WASHERS 2'-0" Oc. SPAClNC
ANCHOR BEAM AND COLUMN KNEE BEAM WITH ANCHOR CLIPS AND #1 0 ~;cr\[w~; 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/7+0H
4. "w" IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM
@ COPYRIG
~OOW[],Cil(]i)@@ [3", W@(]i)fJi)@tt~\J n'\J[?1,,,
CIVIL ENGINEER AND DEVELOPMENT CONSUL TAN r
P.O. BOX 4369 S. DAYTONA, FLORIDA 32121 45liFi
PHONE: (904) 767-4774
FAX: (904) 767-6556
/"""'..
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,.,)
l?-..
REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
FROM LAWRENCE E. BENNETT, p.E.
PAGE.
~"= ~ ~;~
-23-
~l~~lE[-~iNJlED ~NClOlSURES: SCR~EN I VINVl WALLS AND SOlLlD COlVER
~)" ^_ LX;rf~USION PER TABLE
(SITTION 5 PAGC 8~~9)
,--"
ANCHOf~ 1" x ~" xO.044" PLATE
10 CONCRL !F'WlfH 1/4" x 2 1/2"
CONCRUE ANCHORS WITHIN 6" OF
[ACH SIDE OF EACH POST @ 24"
ClC MAX OR THROUGH ANGLE @
24" o.c MAX
l>.
3 #10 x 1" SMS IN TO SCREW SLOTS
1" x,J' EXTRUSION
/ .1 1/8" MIN. IN CONCRETE
", fi
VAPOR BARRIER
MIN. .3 1/2" SLAB 2500 PSI CONC.
6x6-lOxlO W. W.M. OR FIBER MESH
'l
POST TO BEAM DETAIL
. 5MB POST
---./
ANCHOR 1" x ~' xO.044" PLATE
TO CONCRETE"'WITH 1/4" x 2 1/2"
CONCRETE ANCHORS WITHIN 6" OF
[ACH SIDE OF EACH POST @ 24"
o.c. MAX. OR THROUGH ANGLE @
24" oc. MAX.
/
/
2" x 2" x 1/8" ANGLE EACH SIDE
ATTACH TO POST AND CONCRETE
A T LOAD BEARING WALL WI TH
2 #'0 x , /2" SMS EACH SIDE
MIN. .3 1/2" SLAB 2500 PSI CONC.
ESx6-10xl0 W.W.M. OR FIBER MESH
, "x';' EXTRUSION
, 1 /8" MIN. IN CONCRETE
l>.
r:.
r:.
VAPOR BARRIER
AL TERNA TE POST TO BEAM AND PLA TE TO CONCRETE DETAIL
l1@w[J'@!KJ@@ @:o [;l@!KJ!KJ@ttttf) (;J(~o
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
PO. BOX 4369 S. DAYTONA. FLORIDA 32121-4368
PHONE: (904) 767-4774
FAX: (904) 767-6556
@ COPYRIGHT. 1995 NOT TO BE REPRO;:JUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E. BENNETT, P.E.
SECTION: :2
PAGE: 2~112
,,--/
..
-24-
SCIRElElNJlED ENClOSUIFlES: SCRlEEN I VINVL '1M AllS AND SOUD COV~R
..
~
EDGE BEAM
1 "x2"xO.044" OPEN BACK
A TT ACHED TO FRONT POST.
WITH #10 x 2" SMS MAX.
6" FROM EACH PURLlN
AND 24" O.C.
FRONT WALL PURLlN
'1
'1
'oJ
SIDE WALL HEADER ATTACHED TO
1" x 2" x 0.044" OR BETTER WI TH
MIN. 2 #10 x 1 1/2" SMS
SIDE WALL PURLlt'-JS ATTACHED TO
1" x 2" x 0.044" OPEN BACK
WITH MIN 2 #10 l 11/2" SMS
IN SCREW BOSSES
FRONT AND SIDE BOTTOM RAILS
A TT ACHED TO Cm~CRETE WI TH
1/4"x2 1 /4" MASONRY QUICK SF r
@ 6" FROM EACH POST AND 24"
O.c. MAX. AND WI\LLS A MIN. 1"
FROM EDGE OF CONCRETE
TYPICAL CORNER DETAIL
/'""'.
4 - 1/4"x4" LAG BOLTS
W/ 1 1/4" FENDER WASHERS
PER 4' PANEL ACROSS THE
FRONT AND 24" O.C. ALONG
SIDES (WALK-ON)
2" x 2" OR 2" x 3" HOLLOW
SEE SPAN TABLE HEADER
CHAIR RAIL AND KICK PLATE
2"x2"xO.044" HOLLOW RAIL
POST ATTACHED TO BOTTOM
W/ MIN. 3 #10 x 1 1/2"
IN SCREW BOSSES
,. " ?if
----~-
TYPICAL UPRIGHT DETAIL
1/4" x 2 1/4" MASONRY
ANCHOR @ 6" FROM EACH
POST AND 24" O.C. MAX.
ALUMINUM COVER OR
3" STRUCTURAI_ INSULA TU)
ALUMINUM
HEADER ATTACHED TO POST
W/ MIN. 2 #10 x 1 1/2"
IN SCREW F,OSSCS
2"x2", 2"x~Y'. OR 3"l2"
HOLLOW SEE SPAN TABLES
FOR SNAP [x1f<lISION~
CHAIR RAIL An ACHED TO
POST w/ MIN. 2 #1 (I )I : 1/<".
SMS IN SCF?E W ~JO:.;C;F (',
1" x 2" x () 0/),1" OPE~J i',,\CK
BOTTOM RAIL
[1t[)\'!i:!l[],@rruc~@ ~D m@ODIJD@{J{tp Q~r]r4(J
CIVIL ENGINEER AND DEVELOPMEN T CONSUL TAN T
PO. BOX 4369 S. DAYTONA. FLORIDA 32121--4368
PHONE, (904) 767-4774
FAX: (904) 767-6556
r--
@ COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E. BENNETT. P.E.
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