HomeMy WebLinkAbout94-4525
BUILDING PERMIT
Permit N~
CITY OF ZEPHYRHILLS
(813) 788-6611
4525&
Date j.;L - 9- 9 Y
~~~
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
:~~:::,~,:n~-sJ!;:,~ Yti!1- kd ax !ilLP
Parcell.D. # JJ. -:26 --d./- &0;;..13- ao-s''{)o'- 0 Oc.-'?O
Water Conn:
Water Meter:
TI.F.'s:
Zoning: Energy Code: Radon Gas:
Description of Work ~./ultJI7 --"'\./r-r'J-rn '--"./-(~ - ..-/~A'~t;~(f_A~V- 4U
NO OCCUPANCY BEFORE C,O,
FINAL ~- dol -
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordarce with City Codes and Ordinances,
C,Q,
DATE
Inspector U'1t
:~~~~::,:e cjt{~
Company
Address
Telephone#
Valuation or
Contract Price
/-9~--o, 1/0
,
City License Registration # ~ ??
State Certified License#
13dt; ~m
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Breakers
Ducts Insl.
Compressor
Final
Tp, Serv.
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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EX TRUSlOO
BlE
liS INTO SCREW SlOTS
JSlOO PER SPAN TABLE
:OOC. SLAB W / 6.6
OR FIBER IIESH
III '..2..0044. PLATE
NC. W/ 1/4.x2 l/t
ANCHORS ~THIN 6'
SIDE or EA. POS T
O. C. IIAXlIIUII
"/S. ANGlE EACH
mACH TO POST
:ooCRmlo POST
l.A T[ NTH 2'I10x
:ORROSION RESlSTI'w{
R HEADED SCREWS
" . 2. EXlRUSlOO
2500 PSI COOCRE TE
IIIN. W/ 6.6 W.W.II.
OR FIBER IIESH COtK
PT
M
:TAIL
STANCE FROM
BEAlt
USE CORROSIOO
::HORED NTH 110
liNG CHANNEL AND
)NNECTlOO TO
IT[ PANELS USE
NTH 1/4. WASHERS
FROIA TOP.
[ IS STRUCTURALL Y
TIONAL CONSTRUCTION)
:R SlABS
'w{R SACRlFlCEO
:NSlTY
NAI.l (8.S.'6 OIU)
IH 1 l'i COOTlNUOUS
IAl SOIL
) '0'-0. O.C.
ALUMI~UM PAN ~ ~
NOTES: ANCHOR ,. x 2" OPEN BA~
TAPCON 0.25" x 2' LENGTH MAX_
or 2'-0. OC_ ANCHOR TO WALL
~TH 1 1/2. 110 SlIS 'MTH
WASHERS 2'-0" O.C. SPACING
ANCHOR BEAM AND COLUMN KNEE
BEAM WITH ANCHOR CliPS AND
110 SCREWS AND WASHERS.
W/2 W 2
1I1N_ SLAB THICKNESS rOR SlAB
ON GRADE 3 1/2' CONCRETE-
2' . ____ BEAM AND COLUlINS MAX.
COLUMNS I.IAX_ COlUlIN SPAONG
SEE TABLES
l' x r x 0 040'
""
~ TO SELECT fROOT WAlLBEAM
R rR()J TABLE USE lARGER 't.
W VALUE or W/2 OR Wj2+0.H
"W" VARIES
~
2'
x _
__ BEAll SEE TABLE 4
O'w{RHANG VARIES
2'-0' MAX. -+
3 1/2" SlAB
ON GRADE OR \
RAISED rOOTING
I
't" "'If'
MAX. BE MAX_ ," x 2"
SPAN UPRIGHT \ I
TABLE lENGTH ---.j..
VARIES NO MAX_ (ElEV_ SlAB OR ON GRADE)
TYPICAl GlASS ROOU IIlTH SOliD ROOL TYPICAL f'ROOT VIEW fRAMING
. (HEIGHT Of' UPRIGHT IS UEASURED rROIA TOP or I" . 2" PLAT[ TO BOTTOII Of' WAll BEAll)
. "H"
TYPICAL SCREEN AND GLASS ROOM
/" SQIO CO'w{R
~
VARIES
=F
urN 2' , 2" xOJ)44"
(TYPICAl)'
UAX. YllDTH 53"
ROUGH OPENING
SHEETING BOTH SIDES
1 1/2' , 2'
SlAB 3 1/2" UIN_ ___
(SEE DETAIL)
2" . 2.
TYPICAL SCREEN AND GLASS ROOM
NOTE; THE HOST STRUCTlJR( lIUST BE CAPABlE if SUPPORTlHC lliE AlUlolIHUII STRUCTURE TO 8( ATTACI€D TO TII: HOST STRUCTURE. CENERAU. Y THE
c~aTlON if THE EXISTING STRUCTURE lIILl INDICATE THE STRUCTURES CAPAIlIlITY_ THE rOllOVllNC c~aTlONSt\lOST STRUCTURES ARE WAll.[
if SUPPORTINC THE AlUIIINUII STRUCTURE TO BE ATTAOiEO;
'- IIASONRY WAlLS, 2", 4" rRAIot[ CQ/STRUCll<>>l WALLS, PRE ENClN[[RED WOOO TRUSSES WI A 2", 6" SUB rAaA AND A TRUSS O'IERHANC IX t.f'
TO 4', AND/r:Jl ATTAOl\IENT if lliE AlUlItIlJIj STRUCTURE lliROOCH lH[ I" rAaA TO THE TRUSS BUTTS WI A IlAXlII\J\I ()" 4' TRUSS O'IERHANG-
2. 1l0BllE HalES IIANUr ACTUREO AfTER 1984 AND BUILT TO THE 1964 tfJO SHNOAROS MiERE THE ANCHalS ARE INTO TII: TRUSS BUTTS.
3- CONOlll<>>lS NOT CO'IERED .0.80\{ SHAlL BE RE\IIE'II(O BY THE ENGINEER TO ()[TERIIIN[ THE HOST STRUCTURE AOEOOACY_
4. All TRUSS SYSTEIIS SHAlL HA'IE A IIAX1I1UIl SPAONC ()" 24' O.c.
S. 1l00000E HalES NOT CDlFr:Jl\IINC TO THE STOOAROS ABO'IE SHAlL tlA',{ A SELF SUPPr:JlnNG FAIl[ ADJACENT TO THE IIOllIIL H()I[ IN UEU ()"
2'-0' MIN.
BErORE SlOPE
lAIN. 2500 PSI COOC. WITH 6 x 6 l\HDED NRE
OR nBm UESH TYPICAl All SLABS_
J ' 15 BAR COOl
S'
I I" 14 BAR COOl
~t-- ". ---
'-,
8.
STITP SlOPE FOOTING
> l' - 10'
31/2"
NOTE: FIBER l.\ESH WlCRETE DOES
NOT REQUIRE WIRE IIESH
nAT SlOPE / NO rOOTING
o - 2"/12'
t.lOOERA T[ SlOPE rOOTING
2'/12' - l' - 10'
SLAB DETAILS ADDRESSING EROSION
12. PANS OR CONTINUOUS COVER
RIGID INSULATION
JOB NAME
~ ADDRESS
18 . 5/8' CORROSIOO
RESlSTI'w{ WASHER
HEADED SCREWS
12"
L
OArr RE'v1S1()jS CHK
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---:R 1 PERMIT ON 'y'
~
TYPICAL PANEL
MEETS THE REOUlnaeeHTS '
OF GHAPTEP 1205 sec 1991 'ED
()" 3
.-\'0
"I(J/T WAll BfAM SPANS 'OR SCREEN ole GlASS ROOMS
,'LUMINUM AllOY 6063 T-6
l1III!IIIIriJR SPAN. L' ON DRAWING USE: "W" /2 + 0 H_
./- BfAM SIZE EXAMPlE: WIDTH ~ 14' = 14'/2 + 2' OX = g'
IF 2'1 2'10_044" EXl
"L" 100 MPH W. L 110 UPH W L 120 MPH W L
5' 6'- 7" 6'- O' 5'- 7"
6' 6'- 0" 5'- 6" 5'- 2"
7' 5'- 7" 5'- 1" 4'- 8'
8' 5'- 2' 4'- g" 4'- 5'
g' EXAlIPlE 4'- ,," 4'- 6' 4'- 2'
10' 4'- 8" 4'- 6" 3'- 11'
2'1 2'1 0,050'1 EXl
S' - - ~~--------~~-------6C-2~------------
6' 6'- 8' 6'- l' 5'- 8'
7' 6'- 2' 5'- 8" 5'- )'
8' 5'- g" 5'- 3" 4'-10"
g' 5'- 5" 5'- 0" 4'- 7"
10' 5'- 2" 4'- 8" 4'- 4"
2'1_2'1_0-093' _OR_2" I 3"1_0-050" _EXT _________________________
5' 9'- 3" 8'- 5" 8'- 0"
6' 8'- 5" 7'- 8" 7'- J"
7' 7'-10" 7'- I" 6'- g"
8' 7'- 3' 6'- 8" 6'- 4'
g' 6'-11" 6'- 3" 5'-11"
'a' 6'- 6' 5'-1'" 5'- 8"
J'I.,2'I_O,050' I-IXT ________________________________________
5' T- g" 7'- 0" 6'- 6'
6' T - O' 6'- 5" 5'-11"
7' 6'- 6" 5'-11" 5'- 6"
8' 6'- ," 5'- 7" 5'- 2"
9' 5'- 9' 5'- 3" 4'-10"
10' 5'- 5" 5'- 0" 4'- 6"
J"1.,2'I_D.070'I_EXT _ _
5' 9'-10' 9'- 0' --- 8':-.;-------------
6' g'- O' 8'- )" T- 7"
r 8'- 4" 7'- 7" 7'- 0"
8' 7'- g' 7'- " 6'- 2'
g' 7'- 4" 6'- 8' , 6'- 2'
10' 7'- 0" 6'- 4" 5'-lr
2'1_3'1_0,050'1_ T1l TJl[AM________________________
5' g'- 3" 8'- 5" 7'-10'
6' 8'- 5' 7'- 8" 7'- l'
r T-l0' T- I" 6'- 7'
8' 7'- 3' 6'- 8" 6'- 2"
g' 6'-10" 6'- 3" 5'-10"
10' 6'- 6' 5'-11" 5'- 6"
2'1_4'1_0.050'1_ T1l TJl[AU________________________________
5' 11'- 1" 10'- 3" g'_ 6"
6' 10'- 3' 9'- 5" 8'- 8"
1 g'- 6" 8'- 8" 8'- 0"
8' 8'-11" 8'- 1" 7'- 6"
f 8'- 5" 7'- 8" 7'- ,"
10' 8'- 0" 7'- J" 6'- g'
TABLE J UAXIMUU lENGTH Of" UPRIGHTS 'OR SCREEN OR ~ASS ROOMS
ALUMINUM ALLOY 6063 T-6
USING SCREEN PANEl WIDTH "W" f'R0I0f DRAWING, SElECT UAX LENGTH or.
UPRIGHT "H' f'R0I0f TABLE BElOW
WIDTH "W" = ,36" 42" 48" 54' 60" . 66" 72" 78'
EXTRUSION
2'1 2"x 0044" g'- 2" 8'- 6' 7'-11" 1- 6' 7'- I" 6'- g"
2' x 2" x 0.050" 10'- 2" g'- 5" 8'-10" 8'- 2" 7'-11' 7'- 6' 7'- 2" 6'-11"
2'x 2"x 009)' '2'-10" 11'-10" 11'- ," ro'- 6" g' -11- g'- 6' g'- l' 8'- 8'
O"
)-x 2-x 0.050" 10'- 8- g' -11- g'- 3- 8'- g- 8'- 3- 7'-11-'''7_ 6- r- J'
2-x 3'x 0.050" 12'-10" 11'-11" 11'- r 10'- 6- g' - II" 9'- 6- g'- 1- 8'- g-
)-x 2'x 0070' 13'- 8- 12'- 8- 11'-10" 11'- 2- 10'- 6" 10'-"- g'- 8- g'- 3-
NOTES: GlASS ROOI.IS: lHE ADDfnON ~ AN ALUMINUII f'RAME/GlASS PANE "'NOOW 10 TH( A9
fRAME SIZES INCREASES THE STRENGTH ~ THE UPRIGHTS TO THE POINT THAT THE TOTi
STRENGTH O. THE WINDOW AND UPRIGHT MlL HANDlE MND LOADS_ THE MINtNlN EXTR\r.
.OR 100 AND "0 UPH WIND lOADS IS 2- x 2- x 0.044" AND 2- x 2- 1 0_050-
ADDITIONAL 2- x 2' 0.044" STUDS SHAll BE ADOED UNOER lHE CHAIR RAIL . 2' O.C.
TABLES UAY BE INTrRPOlATED .OR ODD DlUENSlONS THAT ARE BE'!Y.fEN THE WIOTH5 5H
SITE PLAN
(RESIDENTiAL US~ ONLY)
PARCEL 1. D,
RNG ( SUllO I
50 X gS
BLOCK
LOT
SEC TWl'
PROPEHTY HEASUREHr:NT
lWfE
CUIUlE,NT OWNEHS
All drawings shall
scale
acres or less.
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A'~nt-H-q jt'ree.
SHOW ALL EXISTING AND PROPOSED STRUCTURES GIVING DlJiENSIONS AND SETBACKS, ALSO, INDICATE
M'Y BODIES OF WATER AND ROADWAYS (INCLUDING NAMES) ADJACENT TO THE PHOPEHTY, INDICATE
THE SIZE. YEAR, ~~D N~~E OF MOBILE; SUCH AS 12' x 60'. 1981. FLEETwOOD,
All "EASEMENTS", "RIGHT-Of-WAY" and "JURISDICTIONAL LINES" must be shown on all site plans.
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APPLICAnOB FOR PBRKlT
CITY OF ZEPIIYIUIILLS
BUILDING DBPARl1IEHT
OWNER'S
770-07;0
OWNER'S ADDRESS
JOB ADDRESS
LEGAL DESCRIP'llOB: LOT(S) BLOCK SUBDIVISION
PARCEL I.B.' -X -;;ll, -.7-( - 00 2P:,-PP"it1thOCVO (0111611I PRflM EIlIIlIlJTY )"AX IIllIIliIl
WORK PROPOSED:~ew Construction ---..Addition ---Alteration ---Repair _Install
_Sign ~ve -Deaolish
PROPOSED USE: ~le PaUly --.Jt/F _' of Units --.Jt/B
_ec-ercial _Indust. _Swia. Pool _Other
Jleataurant . IIea1th Bepertolent Approva1 ~ ~ , , J \
DESCIUPTIOR OF WORK: Sc."'eeh RooM lMl\5 L~/5ftl1<j W-r:5h)y
BUILDING SIZE: 3D X / t:?, -300 Square Feet, ~ I Height
RESIDEIITIAL: ATrACR (2) PLOT PLAliS &: (2) SETS OF BUILDING PLANS &: (1) SET ENERGY FORMS.
COMMERCIAL: ATrACB (3) SETS OF BUILDING PLANS &: (1) SET ENERGY FORKS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
~LDING
$
/3"::' 110
I .50 '-
f
PERMITS REQUESTED
Valuation of Total Construction
RT.RCTBI.CAL
AIIP Service
Florida Power Corp.
W.R.E.C.
---"BClWlICAL
$
Valuation of lIecbanica1 Installation
-PLUHBIRG GAS ROOFIRG
SPECIALTY .
TYPE OF CORSTRUcnOR: -B1oclt ----Yraae _Steel
Other
FINISHED FLOOR ELEVAnORS:
FT.
IS PROJEC'I' IB FLOOD ZORE AREA!
YES NO
..........................................
RUTT DRR
CORTRACTOR SECTION
.. . .. ~k t /tL'
~ .... ',. . 'CliIlPAIIY _ \..- ~ UN)) '11.1"1
-;J~ State Cert. or Regist.' CBC-D.::l.~D1'"
City License Registration . ;2~t1'
..........................................
Sisoature
RT.RCTRICIAR
COMPANY
State Cert. or Regist. .
City License Registration .
..........................................
Si-ture
PLUMBER
COMPANY
State Cert. or Regist. ..
City License Registration .
..........................................
Sisoature
IIBCBANICAL
COMPANY
State Cert. or Regist. t
City License Registration f
..........................................
Signature
OTRRR
COMPANY
State Cert. or Regist. .
City License Registration .
..........................................
Signature
APPLICAnOR APPROVED BY
PBlUIlT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
Tbe undersigned understands that this perlit lay be subject to "deed restrictions" wbich JaY be lOre restrictive than City
regulations. !he undersigned assUles responsibility for COIpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner bas bired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with
state and local regulations. If the contractor is not li-censed as required by, law, both the- owner and contractor JaY be
cited for a lisdeleanor violation under state lal. If the owner or intended contractor are uncertain as to what licensing
reguireJeDts JaY apply for the intended work, they are advised to contact the City of Zepbyrbills Building Departlent, (813)
788-6611.
FurtherlOre, if the owner has bired a contractor or contractors, he is advised to have the contractor(s) sign portions of the
"Contractor Sections' of this application for which they lill 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 JaY 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 UTILI~ CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided lith a copy of "Florida's Construction Lien Law - lIoIeoImer's Protection
Guide" prepared by the Florida Departlent of Agriculture and ConsUJer Affairs. If the applicant is SOJeORe other than the
"owner", I certify that I have obtained a copy of the above described dOCUJent and prOllise in gooa faith to deliver it to the
"owner" prior to COlleDCl!leDt.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the infoIlation in this application is accurate and that all work will be done in cOJpliance with all
applicable laws regulating construction, loning, and land developleDt.
Application is bereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or
installation bas COIIeDCed prior to issuance of a petlit and that all work will be perfoIJed to Jeet standards of all law8
regulating construction, City codes, loning regulations, and land developleDt regulations in the jurisdiction. I also
certify that I understand that the regulations of other goveI1lleDtal agencies laY apply to the intenc1ed IIOrk, and that it is
IY responsibility to identify wbat actions I lust take to be in COJpliance. Such agencies include but are Rot lilited to:
t Departlent of EnviroDleDtal Regulation - Cypress Baybeads, Wetland Areas and BnviroDleDtally Sensitive Lands,
Water/Wastewater !reatJent
t Southwest Florida Water HanageJeDt District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses
t ArlY Corps of Engineers - Seawalls, Docks, lavigable Waterways
t DepartJent of Health & Rebabilitative Services, BnvirODJeDtal Health Unit - Wells, Wastewater rreatJent, Septic ranks
t US EnvirODleDtal Protection Agency - Asbestos abateJent
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 'cOJpenSating VolUle" will be subJitted which is prepared by a professional engineer registered in the State of
Florida prior to peIlit issuance. .
A perlit iSBued shall be construed to be a license to proceed with the IIOrk and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall issuance of a peIlit prevent the Building Official fIOl thereafter
requiring a correction of errors in plans, construction, or violations of any code. Bvery perlit issued shall becoIe invalid
unless tbe work authoriled by such perlit is COIIeDced within sil IOnths of issuance, or if work authoriled by the perlit is
suspended or abandoned for a period of sil JOnths after the till! the work is cu.enced. One 90 day atension of tile, Jay be
allowed for the peIlit with fee cbarge of $15.00. 'l'he atension shall be requested in writing to the Building Official. An
approved inspection lUSt be logged during each sillOnth period, or the project will be considered abandoned.
WARIIING TO OIOIBR: YOUR PAILURI TO RECORD A 10rICE OF C<IIMENCBIIIIlI MAY RESUL! IN YOUR PAYING nICE FOR IHPROVIIIDtS TO YOUR
PROPER'fY. IF YOU III1'BIID !O ODIUM FIlWIClltG, CONSUL! WITH YoUR LBIIDBR OR AI AnomY BBFORE RBCORDIJfG YOUR MICE OF
COHMIHCBHBIfI. JOBS OlDER $2,500 1M VALUE DO HOT HBID TO RECORD ARD POST A 'HOTICE OF C(JIIJ(CBIIIIlI'.
~#~
~~~~
STATE OF FLORI~ . '
coum OF --t1fSW
The foregoing instrument was acknowledged
before me this D~' (nTh. , 19~ by
f OJ.); 1'I1l/l~/V
who is rsonall known to me or who has
produced
as identification and who did/did not
take~ Q,'~
(~
(Name Typed, Printed or Stamped)
NOTARY PUBLIC ~~.. JAMES A. STONE
Notary Public, State of Florida
My comm, expires May 16, 1995
CC110274
STATE OF FLO~
COUR'lI OF 5(!..D
The foregoing instrument was acknowledged
before me this hee. lorn" 19~ by
(f\Ar2..tic lYl-otJbA MP,v
wbo is pe onally known to m~ or wbo bas
produced
as identification and wbo did/did not
~Q.~~
Sig ature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC .
~.., JAMES A. STONE
Notary Public, State 01 Florida
My comm. p,(",ir,M' '1 G: i %~j