HomeMy WebLinkAbout06-5498
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CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
5498
~,
Permit Number:
Permit Type:
Class of Work:
Proposed Use:
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Desc:
5498
ADDITION/ALTERATION
434-ADD/AL T RESIDENTIAL
SINGLE FAMILY RESIDENTIAL
Address: 38651 TARR DR LOT 19
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: COUNTRY OAKS
Parcel Number: 35-25-21-0010-11500-0000
7,616.00
105.00
105.00
3/06/2006
SCREEN ROOM ONLY
Name: OVELLETTE, GEORGE
Address: 38651 TARR DR LOT 19
ZEPHYRHILLS, FL. 33542
Phone:
~ ('~ 101;
r ~)itq l~
HE~ B
DUCTS INSTALLED PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB
DUCTS INSULATED LINTEL PRE-METER WATER
SHEATHING FRAME MISC SEWER
MISC INSULATION WALL MISC MISC,
MISC. INSULATION CEILING MISC. MISC.
MISC. DRIVEWAY MISC. MISC.
REINSPEcnON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections 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.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
NO OCCUPANCY BEFORE C.O.
~U{'~ ~ ~~
CONTRACTOR SIGNATURE PERM IT OFFI
CALL FOR INSPECTION - 8 HOUR NOnCE REQUIRED
PROTECT CARD FROM WEATHER
.,
CIrry OF A!iJ!i.t' n ~ .n.U.L.I,J.LIU ... ..........- - --- - --
BUIILDING DEPARTMENT 5335 8~H st, Zephyrhills, FJ, 33542
813-780-0020 FAX: 813-780-0021
~ DATE RECEIVED
~ dO,. ,54 (ckJ~ ~~
PHONE GONTACT FOR PERMITTING <6\3 I<;S~ ~O~
"..> f<, ,~r'",o. ' :;~; :." ':-j;"':"I':r'~ J;:~";~"'.,~(':i. [$I -s,~-",
;JA~"~ ~..;> i;.;..~"t~'~'2il ~~!:;,,~;.:(,j"',\, \51 ~~,~
JOB ADDRESS
c) {/ f / /1- JI-e
Y:a rr. ()1 IU
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PHONE Toll Free
OWNER'S NAME
LEGAL DESCRIPTION: LOT(S) /1
J(- 02S- -~ I - ()J/ () - I P; 00 -rJOaJ
BLOCK
SUBDIVISION CtJuJrj' (Jd{
(OBTAIN FROM PROPERTY,TAX NOTICE)
PARCEL ID it
WORK PROPSED: qlNEW CONSTRUCTION
o SIGN
o ADDITION
o ALTERATION
o DEMOLISH
(J REPAIR
o INSTALL
o MOVE
o INDUSTRIAL
o SWIMMING POOL
o MOBILE HO~
o OTHER
PROPOSED USE: ~SGL FAMILY DWELLING
;J,. _ ..\, .. _ _ 0 COMMERCIAL
f'V\ \)I}l L)l..- rr--IM'F- 5 ii\
u~ L~\.~~'''' ~-.)~~ 0 RESTAURANT & HEALTH DEPARTMENT AP~ROVAL
~S~RI~\:fcJN~~ WORK j:;l)<$L'1... ,~&/)t.{ ~~ L it ,v1 - J- rSC1-i-(J1
i
R 1- 31'
OMULTI - FAMILY
0# OF UNITS
I{YJ/YJ
6N~
BUILDING SIZE
SQUARE FOOTAGE
HEIGHT
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REQUESTED
fJ BUILDING
o ELECTRICAL
o PLUMBING
o MECHAt\lICAL
","
$7, ~~ '-'
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
o Progress Energy 0
W.R.E.C.
$
VALUATION OF-MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAO YES 0 NO
BUILDER
COMPANY otullr -
SIGNATURE
~~I-{i t/~
STATE CERT OR REGIST #
******************************************************************
ELECTRICIAN
COMPANY
SIGNATURE
,
STATE CERT OR REGIST #
******************************************************************
PLUMBER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
******************************************************************
MECHANICAL
COMPANY
SIGNATURE
STATE CERT OR REGIST #
***********************************.********~****~***************
OTHER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
A.' NOTIGE OF DEED RESTRICTIONS
Th~ undersigned understands that this permit may be
may be more restrictive than'City regulations. The
compliance with any appiicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSiBILITIES
If the owner, has hired a contractor or contr~Ftors to undertake work, 'they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by lawr both the owner and contractor may'be cited for a misdemea~or
violation under s~ate law. If the owner or intended contractor are uncertain as to what
licemsing requirements may apply for the intended workr they are advised to contact the
City of Zephyrhills Building Department, 813-780-0020.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign po~tions of the "Contractor sections" of this ~pplication for which they
will be tesponsible. If ydu,'as the owner signs as the contractor,ydU are indicating that
you, rather than the contractor, are responsible for the work. ,If the contractor wishes
you to sign as contract?r that may be an indication that he is not properly'licensed and is
not entitled to permitting privileges in the city of Zephyrhills.
C.' TRANSPORTATION IMPACT FEES AND UTILITY CONNECTI,ON FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STArUTES,: AS AMENDED)
I certify that I, the applicant, haYE;! been provided with a copy 'of "Florida's Construction
lien Law _ Homeowner's ,Protection Guide" prepared by the Florida Department ot Agriculture
and Consumer Affairs. If the applicant is someone other that the "owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the "owneri, prior to commencement,
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the information in this application'is accurate and that all work will
be done in compliance with .all applicable laws regUlating construction, zoning, and land
I development. .
Appli~ation is hereby made to obtain a permit to do wdrk and instaliation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet sta~dards of all laws regulating construction, City
codes, zoning regulations, and land developmerit regulations in the jurisdiction. I also
certify that I ,understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment '
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks .
*U.S. Environmental Protection Agency-Asbestos abatemen~
I also certify that, if fill material is to be used in FloC?d Zone "A" or "A, etc. ", 1t is ,
understood that a drainage plan addressing a:;'compensa,ting volume" will be submitted which i
is prepared by a pro,fessional engineer registered in the state of Florida prior to permit '
. ~
J.ssuance.
A permit issued shall.be ,construed to be a license to proceed with the work ~nd not as
authority to violate, ,cancel, alter, or. set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, ~onstruction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within !
six months of issuancer or if work authorized by the permit is suspended or abandoned for \~
period of six months after the time, the work is commenced. One 90 day extension of time :
may be allowed for the permit with fee .charge of $15.00. The. extension shall be requested:
in writing to 'the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned., '
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR ,
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. I~ YO? INTEND TO,OBTAIN FINANCING; CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD 'AND POST A "NOTICE OF COMMENCEMENT",
subject to ~de~d restrictions" which
undersigned assumes responsibility for
~ jae~
f/~
~ . /C?(~Z//d#
81 NAT~ 'CONTRACTOR
SIGNATURE:
OWNER OR AGENT
STATE OF FLORIDA;?aJ~)
COUNTY OF ," . ,
The foregoing instrument was ~cknowledged/_
Before me tij.is ~tJH-- day of p_brl/tJ. ty , 2C12If
by \.5,Y-~ e Ie {' i(1JJ ' '
(name' of person acknowledged)
Owho is personally known to me, 'or
STATE OF FLORIDA Pa.rJ!~
COUNTY OF
The foregoing instrument wa~j~krowl.edged ~
Before me, this/, (J)d f~9.Y 9f..JIL J J 20 f2-
by , r-/CtJ 'Jl w!t-Ife
(name of perso~ acknowledged)
[1ho is personally known to me, or
o who has produced
(type
Odid not
of identification)
ake an oath.
Owho has produced
(type of identification)
and Odidnot take an oath
t.?
t a 1CkI'\:'iJ" R-.cknow 1 edgmen t
, .. . I ~ '7,
Name typed, printed or stamped
Name typed, printed or starnpeci '
REVIEW DATE, ~n.i)~
CITY OF ZEPHY LIj {Ii P'\ fA
BUILDING OFFlCIAL~~
;VEX! VA/IT
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Name v ,)
-3 f&rl ~r'r IJl'ltf. - col /1
Address L
2- (f) 1:; r (/ IS pI., 33S-tJ d
To Whom It May Concern,
Please be advised that:
Stacie Cross, & Debbie Dokendorfof Pasco
Permit Service have my permission until further written
notice to act as my agent to sign and pick up permits.
Sincerely,
~ ~ct2~
. .~/ . ..' /./ ,/
19n ture
.J -tJ(j-(J~
date
NOTARY
STATE OF FLORIDA, COUNTY OF PASCO
The foregoing instrument was sworn to and
subscribed before me this 02DV~day of ~~r~~
, .;2CO~
Personally known
or Produced identification .~
~i ;.
in!.:
~~~.
ta~ature
Commissioned Stamp
and Expiration Date
Page 1
DISCLOSURE STATEMENT FOR OWNER
CITY OF ZEPHYRHILLS BUILDING DEPARTMENT
I, CeOfijf {)t/e//e/le have J:'ead and fully understand and
agree to th provis10ns of this instrument.
The undersigned states and affirms that he or she is desirous of constructing,
renovating, adding to or reroofing his or her own c.omicile, that he or she
actually occupies, or will occupy by saic. domicile, and same is not for
rent, lease or sale. That he or she shall comply ~'ith the following conditions:
1.
That the owner and he or she alone shall act as the builder for all phases of
construction.
That the owner will comply with all provisions of the City of Zephyrhills
ordinances and codes pertinent to the building.
That in the event various phases of constructie,n are subcontracted, he will
engage only properly licensed subcontractors ax.d will personally supervise
such work.
That in the event the Building Inspector shall require corrections to be made,
the owner will assume full responsibility to iI:.sure they are made, and upon
completion will call for a reinspection before proceeding with the building.
That the owner shall assume full responsibilit~. for the construction and will
not expect supervision of his work from the City of Zephyrhills Building
Department.
That prior to final inspection any additional fees, including reinspection
fees, must be paid in full. A written request from this office shall
constitute an official notice to pay additional fees.
That the owner shall comply with all City, Stat,e and Federal laws in regard to
social security, worman's compensation, lien laws, etc., where appliCable.
That the owner shall comply with all the safety codes issued by the Florida
Industrial Commission.
State law requires construction to be done by licensed contractors. You have
applied for a permit under an exemption to that: law. The exemption allows
you, as the owner of your property, to act as }"our own contractor with certain
restrictions even though you do not have a licElnse. You must provide direct
onsite supervision of the construction yoursel1:. You may build or improve a
one-family or two-family residence or a farm outbuilding. You may also build
or improve a commercial building, provided your costs do not exceed $25,000.
The building or residence must be for your own use or occupancy. It may not
be built or substantially improved for sale or lease. If you sell or lease a
building you have built or substantially improved yourself within 1 year after
the construction is complete, the law will preelume that you built or
substantially improved if for sale or lease, wtLich is a violation of this
exemption. You may not hire an unlicensed perelon to act as your contractor or
to supervise people working on your building. It is your responsibility to
make sure that people employed by you have licElnses required by state law and
by county or municipal licensing ordinances. You may not delegate the
responsibili ty for supervising work to a liceneled contractor who is not
licensed to perform the work being done. Any person working on your building
who is not licensed must work under your direct; supervision and must be
employed by you, which means that you must deduct F.I.C.A. and withholding tax
and provide workers' compensation for that employee, all as prescribed by law.
Your construction must comply with all applic~)le laws, ordinances, building
codes, and zoning regulations.
SIGNATURE {2/7Zfk- %}L~/J;;z2'
3 J;t.ts:/ T rr iJt. Ldf 9
7 f' -3 - .f(H-~
~,~("j & f ~{~
2.
3.
4.
5.
6.
7.
8.
9.
OWNER'S
ADDRESS
PHONE
~~~~c;::
DATE
WITNESS
t~
PERMIT #
NOTICE OF COMMENCEMENT
{( \/) Of'
'7 N( Ii
State of
;-:-/C/'L rlv...
County of
;)/' -f,'
. (..( J c"e
TH~ UNDERSIGN~D hereby gives notic~ that improvement will be made to certain real property,
and III accordance wIth Chapter 713, Flonda Statutes, the following information is provided in
this Notice of Commencement:
1. Description of Property: Parcel No.
3Y -,J 5- .,J/- .)()J()- //s-()()- OO~
3l' hS' / / tiI'F LJl de
(Legal description of the property and street address if available)
2. General Description of Improvement
'e) C/UfA
/1) O/>)
3. Owner Information: Name
Ct, 01'(/(' d/l(, lie Ih
v
11111/111I111111I111111111111I111111111111111111111111111111
2006038989
Rcpt : 973224 Rec: 10.00
OS. 0.00 IT: 0.00
0i/27/06_________ Dpty Clerk
Address 3 <FlC S- I }'(1/,/, ,() t I t.f
7 / I 'j/
City (JpJ-cl/'/U /jj'
/ v
State /-f~ 33';l)J
Interest in Property:
Name of Fee Simple Titleholder:
(If other than owner)
JEO PITTMAN, PASCO COUNTY CLERK
02/27/06 01: 20pm 1 of 1
OR BK 6857 PG 1482
Address
City
State
4. Contractor: Name ! )<.(" /..1- /-
Address
5. Surety: Name
Address
Amount of Bond: $
6. Lender: Name
Address
City
State
City
State
City
State
7. Persons within the State of Florida designated by Owner upon whom notices or other
documents may be served as provided by Section 713.13 (1) (a) (7), Florida Statutes:
Name
Address
City
State
8. In addition to himself, Owner designates
of to receive a copy of the Lienor's Notice as
provided in Section 713.13 (1) (b), Florida Statutes.
9. Expiration date of Notice of Commencement (the expiration date is 1 year from the dsJe
of recording unless a different date is specified.)
Signature of Owner: 0er;:K R ({;" L /Jr?:t:7
Sworn to and subscribed before me this n)JY ^-- day of
Notary Public: ~<~. clit e:L_ ( L<;Lt;L~_/
" . NOTARY PUBUC-STATE OF FLORIDA
My CommISSIOn ExpIres: ~ Stacie Cross
PC93053048/A Con:nussion # D0510984
Exprres: OCT. 16, 2009
Bonded Thru Atlantic Bonding Co., lne.
R/J/YltZ u
,j
,20Uh.
SE'V.E.N ACRESRV SALES
~
~ I .
3 N. Highway 301
Ie City, Fla. 33,525
Phone
(., 567.3510
d':r.;t....
,,'s Name
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ass
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Quantity Number .
F / . ./,, ...- .~ ~:S''t:j)
.. ,,'\ ArtIcle. Purchased
/04' )
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10 GAS
NO ELEl TRIC HOOle UP
ALL APPLIANCES SERVICED
BY MFG. WARRANTY
NOT SevEN ACRES RV SALES "
" L
In conllCl.ra!ion oIlhe IIl/I\ eaptMMd aIlat the -.II. M~:... 'THIS IS A COt!Ql11PNAmS ES CO
P'yaDle In In$I......nlI" and the NCeIpl end cI4IlINIy 01 the _. I~ 'J:y';7 . '~ ~
cn.n~i.. 10 IIIe D...,... AI IlaIN In AIIIc:IN I'uIchaMcf lMteln . It '<J.YVER8, ~ --'7 oJ
'V'",, ,. I_a: NAMES, ./ "HfD.>_
, Buy.r will pay 1... IuD amounl due In PAYIMIIla .. u-n. '. . - '" / ---.
2. U...~ lullll.ym.nl iI mi9t. 1I11e 10 Ihe m"chJlldlM at 1I-.d ,U WIFe
on M.d.. PurCl\ahCl. "'all ,amain In ~ HIIe" ;; FIRST 0 ADO TO 0 TERMS' 0 ADDRESS
J Thl Duyl' will noli... ,_ 01' IIlIClIlIlbIr In lIlY way 11III_. - SECOND ACCOUNT CHANGE CHANGED
C"'ndll. unl.., with II\e wriIl... _nl GIllie ....,.
4, Buy.. a.uume. all "~llIIIly lor lIlY _ Cll' lIunegt.1O Nkl
morchaNlise and upon dllIuIl DlIIIY payn\enl or paYl'llnb. the
'Olle<, III1is Olllion. may clIdar, Ihe tnUr'llI\Clald bal_ clue. may S
'..... '... ....,,:l>anlli... or aIllrm IN.. and holclllle Duy.,-1I1b1,
'0< '''I lull unoeiCl ~~. DAY OF
~ r".. COI\Ir'~1 il IUOjlC\ 10 Ih. IIPllfDVaI or Ill. ""'. c;r,1lI1
0.0''''''"''' &nO when accepled ehaII be bInclIng upon \he heir., S
....onl ano r.""Se.)I.Ii... OlIN p&fIio.. TMr. ar, no aor-.. P^YA8LE AT
'"9<"00nlI4. - lI\aA...... JIlOAlIonocI etIcM or IDIc:hed In wrIIlng.
6. r.... ora.. if nol lullI_ 10 _1IaIIon or c1e1.._ 0I1h1p.
mint IIy 1IUI~1\.u..,
CASH PRICE
SALES TAX
JlTlE
SERVICE FEE
TOT AL
PURCHASE PRICE
uown ",Y"' I
IN CASH
TR,I,OE.IN
C.O.D.
TOTAL OF CREOITS
TERMS OF PAYMENT
ON THe
111_
E.~h & E'.ry
RECEIVED ABOVE ARTICELS IN GOOD GOOD CONOITlON.
lATE
'.''''~J~.) .
, .,
DRIVER
BALANCE
DELIVERED
DATE ..
I-;;;.c -6~
TYPE OF SAl.E
CMH 0 C.O.o, 0 '
C9HDITIOHAL 0
'^'-A .
Ueto
Cash Price TOL
~
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lroo DO
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FMN/ OF THEM
BUN;/, I'ANJ VA/.De.e CEME'NT
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ALL f3LOCIGS 4ll
(P'lll t-EA//E.e rb CE#TEI?
7TE tJOWA/S A R-€ t.; i /I iOA/G-
6ALI//lHTZEO ua:TfJ I3LII~ ;:wr II//
FMIff' OF THEM
BUJa/( j)ANJ tlAI.De..e t,E1I'JE'N'T
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L(;T 19 C()VIVTIlV ()t9J:..S
ENGINEER'S NOTES
BASIC' \<!IND VELOCITY 120 MPH (3 SEe GUST)
IMP:JRT ?\NCE F ACTuR 0.77
EXPOSURE CATAGORY B
INTERNAL PRESSURE COEFFICIENT=+/-O
C&C DESIGN wIND PRESSURE =~2C/-28 PSF
SCREEN PRESSLRE=14 PSF
MAX DEFLECTION =2.46' L/6C=168/60=2.8'
MAX IMOMENT (PANELS):::7)600 IN LBS
MAX FIBER STRESS=MC/I=14,770 PSI
~
.~
2'x]'X.D4S' ALUMINUM COLUMN
C3'x3'X04S' ALUMINUM COLUMN@ 4 CORNERS)
I
~IO TAPCONS X 3 1/2~
-CORROSION RESISTANT 2' )
MIN IMBEDMENT IN 2'x6'
PERIMETER JOISTS
~10 x 1/2' CORROSION RESISTANT
ALL PURPOSE SCREw
I :2' ACPROX--I
..I II -
, r ~ _.::::.-::.':-
,I ~/
. iA ..-.,-
=~ ~ .-,"- ./- .- /,-
ll'
. CONTINUOUS ALUM FLASHiNG
INSTALLED 0' MIN UNDER
FIRST RO'.! OF SHINGLES
DR UNDER DRIP EDGE
CONTRACTER TO VERIFY CoNDIT;oN OF HOST STRUCTURE
FASTEN RECEIVING CHANNEL TO HOST 2x4 MIN FACIA
\.lITH #10x2' SMS OR LAG SCRE\.IS@ 12' D.C. MAX
(2) Ro\.lS STAGGERED
HOST STRUCTURE
eXISTING ROOF ,_
~ ..--
.-":::: .-"
- ::::.::::.-"
-;:'.-
PT 2x4 LECKING
FASTEN TO JOISTS
\.I1"8x3 DECK SCRE\.IS
BASE PLATE CTYP)
3 1/8'X3'X,06'
RECEIVING CHANNEL
FASTENED TO wALL STUDS
OF HOST STRUCTURE AT
EACH STUD wITH ONE
1/4'Xl 1/2'LAG AND 3/4'
wASHER ceROSION RESISTIVE
ENLARGED VIEW @
TYPICAL ROOF CONNECTION
#10 X 5/8' SMS
wASHER/SEAL HEADED
CORROSION RESISTANT~'
--\1"1
\
I
4'Xi6'X16'
CONC PAD
OR E:QUUIV
2'x3'X04S' ALUMINUM COLUMN
NOTE: SEE AL TERNA TE CONSTRUCTION DEl AIL
USING lx2 OPEN BACK w 12X2 TUBE
SEE CONNECTION DETAIL FOR EITHER
wOOD OR CONCRETE DECK
2 1/2' X 1 1/2' RECEIVING CHANNEL
THRU BOLTED TO POST wITH
5/16-18 BOLTS FOR SIDE BEAM
CORROSION RESISTANT BOLTS,
'...lASHERS, NUTS- TYPICAL
SEE CONNECTION
DETAIL
#10 X 5/8' HEX HD CORROSION RESISTANT
METAL SCREw,wASHER~SEAL
APPROX 4' DC MAX, AS SHOwN r-:- - - - - - -
P(3 SCREwS IPANEL BOTH ENDS) I Ix =06 IN41~'-I_
ABOVE L=12' USE (5) SCRE'w'S/PANEL I
__~. _.__.__ ________ I ~lOx2 II;:>' SMS I .
I I ~:: I
,. , I ADD lX2 OPEN ~ACK-;
"'1 :....-- INSIDE
-t ALTERNATE CONSTRUCTIo~
, \AL TERNATIVE FASTENING METHODI ALUM COLUMN DETAIL
_F~Jc1~N#roA:jjI/L1t~HS"'1 I AL V:~RNACTd~0EJ~IJNx3o,sTU
EACH FLANGE I EXIStiNG SCREEN ROOMS
\.lITH 2x2 STUDS
~x;'2- A~ - - ~3-;-X.04S~OLUMN -
/ EACH SIDE O'x3'X04S' e 4 CORNERS
((2) ~10 SMS
( OR A~TERNAT!VE---... CORROSION RESISTANT(2)
I .D6'U CUP c l'x2' ALUM
BASE PLATE CT
,(or-.: I
.....,......
.......;-~.:.:.~-
"-"1"- ~lO T~PC~N'S 3 ;/2'1
I " ;Z-CORROSIDN RESISTANT
tI 2' MIN IMBEDMENT
I ~ ~~ 2'x3'X 045' " ~' -2~'~tI~AtC--
~r1~ ~~ " '---------- pDo~VIio A~LAB
Cl' l'x3'x 045' - - __ CONNECTION
2'x3'x 04S': E:;.... CAULK BETwE:::N FRAME --
I (./) MEMBER AND HOST STRUCTURE - - -
ATTACH TO HOST STRUCTURE
Z:; \.11TH #10x3' LAG SCRE\JS
2'x3'XO~
ALUM COLUMN
r-
Vl
o
I
~
DETAIL OF
SIDE BEAM
CONNECTION
ENLARGED VIEW @
ALTERNATE ROOF CONNECTION
L1--
NOTE, STAIRS !.RAILlNGS TO
CONFORM TO F.BC 2004
SECTlDNS R311 !.R312
RESPECTIVEL Y
1
I
z'x
-<I
:;;::;;:
;"'0-.
3'x12'x,032'
RISER/:
CONNECTION DETAIL OF
POST TO 2"x3" 5MB
ONe. SLA
2'x2' MIN SCREEN BEAM
tlJ
ALGM TERMITE
SnIELD @ II
EACH PIER - ~
8ux8'x8' ~ ~liSCREEN ROOM
CCNC BU~CK
OR EQUIV
,..,
'---'
I
Yi&' ~
l~EV''F:W DATE:_ 113 do
CIT. :'l~lE'HY LL. "-~,12
8UILD:' ':.OP'FICIAL_ 'LQ I')-~ '>
ATTACHED SCREEN ROOM
WITH RISER PAN ROOF
OR COMPOSITE PANEL ROOF
ON DECK OR CONCRETE SLAB
MAY ALSO HAVE ACRYLIC OR VINYL "BLOW OUT"
WINDOWS THAT SHALL BE REMOVED WHEN WIND SPEEr
EXCEED 75 MPH, 3 SEC GUST
GRADE
Vl
w
0::
<!
>
CJ.C.
NO'[
AUGER ANCHOR @ EACH
32' I,'0BEDtvlun JF36' AUGER
SECURI,NG PERIMlTE:R GIRDERS
wI~H ASTM#123-89A STRAP DR EQUIV
-.L---<_ = 14 'MAX
iTX6'-8'
I ;:>REHUNG TYPICAL
L l'x2'x.04S' SIDE ELEVATION
NOTE NO rOOTER REQ'D EXCEPT \JHEN ADDRESSING F'RRoSIDN
4' 3000 PSI NDM1NAL S,-AB \.110 f'OOiTR MAY -
3E USEJ ON LEVE,- GROUND UP TO SL-OPES OF' 1'1;;:>'
HI\.\"/12'x12 F'OR GRAJE SLOPE GREATER THAN :'/12;- uP TO 2'/12' / [
HI\.\J.=12'x16' F'uR C~Aj)E SLOP~S GREATER THAN 2'/1C:~ ~ji) I
,'..J[w SlABS 7C HAVE ::;THER 6'x6'-i:!!O/lO\J\JM \ ~
OR rIBERMESH ) \}l, ~: 'l.. .o!
r-;J SNG;"'SSR '
. IV '-Ie-NeE *=*536081
VARIOUS LENGTHS
UP TO 36'
FRONT ELEVATION
NOTE MAY ALSO BE CONSTRUCTED ON 3000PSI CONCRETE
SLAB 4' THIcr<: wi 6x6/IO-IO wwM OVER 6 MIL POL yrIL'1
rIBER MESH IS ACCEPTABLE AL TERNATIVE TO \"/\,,;M
OVER CLEAN COMPACTED TERMITE TREATE~ SOIL,
SMith ~ ~
D,vV.SNIITH, P.E,
fLOR:OA PROfESSIONAL [NGiN[ER.IC[NSE NU~B[R 5360B
Custo7n Home Plan Service
9909 "ALLASTON DRIVE-DADE CITY.rLORIDA 33525
Di-C/{:J52.SCI-0B65 iAX,]2-52I-08b] [-MAil' z!?p/",yr?~~gtt,~t
PASCO PERMIT SERVICE
SUZANNE BAHR 813-788-5314
AT~ACHED
SCREEN ROOM
SdEEr JF
1 0"'
I he~eby ce....t;fy ";ho.t I ro.ve pi?rforl"1i?cl :).ncl revlewi?c:I this :Jien o.rcl founa
;t -:0 be in COf"1plio.ncE' Nitr, section :6C9 Ot tr:E? :""',c)r-ictO. 3l..Ai~()lng :ooe, 2004 e~itior
:).rcl ASCE 7-02 8. Si?ctlon R301 of F3CR 2004
Do. VIO...!
SCALE :
lie-1FT i
! ,DE S ~ GN~p~6'~ I
,QWSAI, M" '~'I
DATE
12/20/05
PART NO.
120
CH(CK[ 0
SCRN -02L~
I
~L:jM, F_ASHING UNCER EXISTING [RIP EDGE ~ "-
TO EXTEND ]2' eVER PAN RCef:" "-
l-1?'-\ ~
;:1;0 X 5/8' SMS I .- I" "- '-.
\,.; ASH E R / S E ~ L HE AD E J I I E X I S TI N G
- - -. - ,M
--1.. I ~\ -.,-..-",=,.=,.=,.-=-" "-
\ I F"="="=';- .,-..-..- '-. ~
'1 ~~r5" I
J: ::;j w !
!i 5
3 I/B"X3'X06' ii ~
RECEIVING CHANNEL I ~
FASTENED TO ~ALL STUDS ~ ~
CF HOST STRUCTURE AT ! ~
EACH S-;-UD ',JITH CNE II
1/4"Xl 1/2"LAGAND 3/4' i i ~
I,JASHER C~ROSIc:!N ,RESISTIVE!i : c
Ii i =
ENLARGED VIEW @
ALTER~ATE ROOF CONNECTION
~~~:~IES~'~ ~~~E~~CIIY 120 MP~ ~3 SEC:uS'; / i
!tJ:P=R-:-~,\iCE F~C-O;R C 77
[XP::';SU,RE CATAGJRv B
:N~ERNAL PRESSURE COEF~lC1ENT=,/-C
C&C DESICN WIND PRESS~RE =~20/-28 PSF
SCREEN PRESSURE=:4 PSF
M6X =EFLC::CTICN =246' L/6C=168/60=2.8u ALLiJ\vEJ
MA:< ,'-1JME,NT (.CJA,',E_S;=7,6CC IiN LBS
,'vi A X F = B E ,R S if< E S S = M C / I = 1 4 , 7 7 0 :> S 1
2'x3'X,04S' ALl.i,"1j,'~UM COLUN,"!
'\ NOTE SEE ALTERNATE:: CONSTRUCTION DETAIL
\ USING lx2 OPEN SAC.l( 1,.//2X2 TUBE
\ SEE CO,\JNECTION DETAIL FLJR EITHER
WOOD DR CONCRETE DECK
i
'~~I"
I: I,
! I II
I,
(~ I I \ I \ I I
/ L II JJ ;.1-
1f1_11
I 'I Ii
,.,' II I
I l, ~ ,II
II
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S:-dC=i_D @ ill!
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.-',-' -01 I;
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/
/
~"X:6'X:6"/
,:;: CJ '-1
\(~KtCUS L[NGTriS
'J,=' -0 361
FRONT ELEVATION
'~C-E "',ilY ALSC=
3E CCNST~UCTED CN JOOC~S:
=,=\~C ?~=:
R := :,1,....:.-1:
-~-, ---.. '-"'''''''''T
~'t..,--..:., I =-..:..,; --,I_~'i_i
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3'.),l :),r;
:'0:;l
.;:.==::
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p- 2x4 DEC.<:~IC
cASTEN TO JOIS'S
~/~8xJ DEC~ SCRE~S
~~,
, "
'j
- - 0"- ^Nrl~ I
::X::X,..Joc r-.. ..J ~
-A~' -'~i
:.. 1_14 ~L.i:' ~
OR A'-'E?'<ATI'iE-I'~ ~~_~:O,S,'1S _ _
C62':J CC;P <' / C.~"RCS,ON R[~IS, ANT(2)
:::. ::'. -'
HJS- SiRUC~UR[
eXISTING Roor
'"" -" _.".-"
.-.:::.:,:::'-'
.-.:::. ::"..-'-
~'x3'XC4S' ALU,'1INUM COLU,,!f;
/ (3'x3'X34S' ALUM:NUM C::JLU:"'N@ 4 C:::RNE:RS)
~~C' X :/2" :ORRCSrON ~[:;:SIANT
~ ALL PURPOSE: SCRE:.:
" 1--:2' APPRCX--
"'" I I I,
:... !..I. ,
,-. I I-I I
'{ ,
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~
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HIN :MBEJHE.'H :N 2'x6' I
PERIME:TER uOISTS
2"xc' ?E,~IM[T:::C( JCIS7
I
I I' iNSTALLED 6' MIN ur,DER
I rIRST RO\.! :or SHINGLES
~ i OR uNDER DR:P eDGE
"r--'---....
CONTRACTER TO VERIFY CON2IT;ON Of HOST STRUCTURE
fASTEN RECE:VING CHANNEL TO HOST 2x4 MIN fACIA
\,JIT'1 i110x2' S,'1S OR LAG SCPE,JS2 12' DC. MAX
(2) RO\JS STAGGEREJ
!-----<6.--!- 24'MAX O,C.-__
I TYPICAL
DETAIL OF
POST TO DECK
CONNECTION
ENLARGED VIEW @
TYPICAL ROOF CONNECTION
3'x4'x.:)32' CCMPOSJE PANEL
ROor- fAST[,'J ''/1 ;;I4x4 112'
@ 12' O.C AT ENDS AND RAKES
CR
i2'x3' x032' RISER PAN ROOf
F".ASTE:\J 1'/1 (3) lliOx3/4' \JASHERI i--iT--------'I
SEAL ~D TECH SCRE\JS@ 30TH ENDSI ~ \
& 6' D.C. AT RAKE EDGES ; @ '. \
#10 X 5/8' HEX HD CORROSION RE:SISTANT
METAL SCREW,WASHER&SEAl
APPRCX 4' DC MAX, AS SHOWN ~ - - - - - -
r C3 SeRE \.j S /Pb"NE l BO THE NDS) I r =06 rN4 1-2,-1
/ABCVE L~12' USE (5) SCRE\,S/PANEL' '" t~l
\--1/------ -------- ~ : lllOx~ ~.2~ ': ! T
\ v-~ I ~i"lnr-~I
k ADD IX2 OPE" 3ACK e
\T oWt .__ INSIDE
\ t ~ j\ AL TERNA TE CONSTRUCT ION
1 '\ AL TE,RNATIVE cASTENING METHOD! ALUM COLUMN DETAIL
/" fASTEN CAPRI CLIPS I,j/ I AL TERNATlVE 10 2x3 slUr
2'x3'X,04'5' 1...\,j/(2) ~lOx3/4' TECHS FeR CONVERSiON Of
ALUM COLUMN EACH flANGE I [XlSTlNG SCREE," ROQ.'-1S
_ _ _ _ --L- \~T~ 2x2 STUE,S _ _
i'-r 2'x]'X.C4S' AL COLUMN
I / (J'x3'X04S' 2 4 CORNERS)
r(2) 1110 SMS
CORROSION RESISTANT(2)
r \' x2' AL'.Ao\
3ASE PLATE CTY:
I
I
-----~
2 1/2d X ; 1/2' ,~U:E::VING CHAN>i[L-
THRU BeLTED TO POST ',.;ITH
5/16-18 BCl -;-S F'JR SI~E BEAM
CORROSION RESISTD.I'JT BCl TS,
\"/ASi--TRS, NUTS- TYPICAL
(~ '.: ~
~10'TAPCONS 3 1/2~ i \---C:ONC. SLAB
..... -CiJRROS10N RESI.STANT I I'
':;<.....;;. ~IN :HBE::;M[NT '
',----s.--:-24.~AX JC.--
2'x3'X.045' I I TyPICAL
.....
"- DETAIL AT
~ POST TO SLAB
I'x3'x84S' - -------.... CONNECTION
CAULK 3E~\JE:N fRAME _
MEM3ER ANJ nOST STRUCTURE ----- - -
ATTAC~ TO HOST STRUCTUR[ ,
"'-,,-< 4'^ " AC' SN-ViS ,~, ~
W L " ~lr....X....,; _: U \...,.,,1:. 'tV ~=:
C,C. REVIEW DATE: . Q...
CITY OF ZEPHY- LJ&,l)o,
BUILDING OFFICIAL~6
ATTACHED SCREEN ROOM
WITH RISER PAN ROOF
OR COMPOSITE PANEL ROOF
ON DECK OR CONCRETE SLAB
~fAY ALSO HAVE ACRYLIC OR VINYL "BLOW OuT"
WINDOWS THAT SHALL BE REMOVED WHEN WIND SPEED
EXCEED 75 MPH, 3 SEC GUST
DETAIL OF
SIDEBEAM
CONNECTION
2'x3'X.045
~L-L-
CONNECTION DETAIL OF
POST TO 2"x3" 5MB
ALJMl(;C::< P!j. TE
,
,
,
I~ I
:'---1 I" III!
I'II--=.'
2'x3'X :)45))1 I~;!
/11 'I
2'X]'X:)4SJ II ~ I II
'.0 112'x3'xC45' \ II
- II 'I 1\1
I I I
I I 111\1
2'x2' M],\J SCREEN 3E~M
"
I
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ZX
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\
2'x3'x04S' ii
I
I
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I NOTE SiAIRS 3.RAILINGS TO ]
i co,,<rO.:;;:M TO r3C, 2~04 I
' SECTIONS RJIl 3.,R312
i i?ESP[CTIVEc.. Y
-,..,
.11.1.111.!I'..i.I.II'.I.~.!lj.'.,..:.'
I': I Ii '1'11
l,i I ~II'II'
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- - _ - _ I_UI,~l.-l'-' ~c..:-<
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\ SC=CL:KI>~C 1~,~:=<:r'-1I-[R G:,9DE~S
I-~ ~S7~~:23-3SA S~~AP ~R ~:LIV
-]'X6-8'
:)'<Lc<!.;~G
TYPICAL
SIDE ELEVA TIO:-J
:., :<2'x :~ 5"
= ':;'......r'':)
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~~ ^~O~C~~:2~ :~~'~r~:;~~~;~t1~:fp~-~~:~t~i~~~~~S.~~72'::::S~::~ _
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:-:_J~l:A ;)ROt~SS::;NAL ~NGj~l~? ,_j:cr~sc 'IL.:I-1B(~ 536C8
Custom Home Pian Senn.C2
;909 'JALlAS~~N :~Iv€:-Cl>.G( ::~",;-LCRiDA 3J'325
=--{JJ.(: JS2-2i-oj865 ~^l :52-521.,)367 :-"A~~. ;'??"'Yr2~~,;tt ."'4!t
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c.'-,
PASCO PER.lfIT SERVICE
:l...'Z':"",,"'h: 3t,r~ :;:3-783-=3;4
:[s: ~N/L:~A"'N
,:J,'N.SVi~:-',~ ::.
,::~[CK[ J
~ - -
...) --., ~........, -'
DBL 2X6 PERIMETER JOIST ---- '
PT 2'X6' F;LooR JOISTS @16' DC FASTENED TO DOUBLE
PT 2'x6' GIRDERS 'WITH SIMPSON JOIST BUCKETS
DBL 2X6 PERIMETER JOIST
ENGINEER'S NOTES -
BASIC 'WIND VELOCITY 120 MPH
IMPORTANCE FACTOR: 0.77
EXPOSURE CATAGORY B
INTERNAL PRESSURE COEFFICIENT=O.C
DBL 2X6 GIRDE
10' oD MIN x 1/2' 'WALL PVC
I CONCRETE FILLED EMBEDDED
AS SHO'WN
1
<[
L
3'X3' ALUM POST DR
PT 4x4 POST 'WI
1 #5 REBAR MOUNTED
CROSS'WISE THRU POST &
2500 PSI CONCRETE MIN FILLED
PVC TUBE EMBEDDED 2 1/2' MIN
PIER FOOTING
2500 PSI CONCRETE MIN 1500# UPLIFT
,
r
w
~
-
:::J
C3
W
~
(/)
x
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L
ALTERNATIVE POST CONNECTION
PIER FOOTER
GRADE
I MAX-
DBL 2X6 PERIMETER JOIST
r
PT 4x4 POST IJ I
I #5 REBAR MOUNTED
CROSSIJISE THRU POST
EMBEDDED IN CONCRETE
PIER FOOTING
2500 PSI CONCRETE MIN
18' DIA APPRO X x 2' DP
CONCRETE PIER FOOTER
DBL 2X6 PERIMETER JOIST
18"-
APPROX
3000# UPLIFT
ALTERNATIVE POST CONNECTION
PIER FOOTER
IA
... .
I
TYPICAL
CONCRETE SLAB & FOOTING
MINIMUM 'WITH 6X6-10X10 'W'WM OR FIBER MESH
AND ONE #5 REBAR CONTINUOUS
IN 8x12 MIN. MONOLITHIC FOOTING
OVER 6 MIL POLY FILM OVERLAPPED 6'
'WITH EDGES TAPED
OVER CLEAN COMPACTED
TERMITE TREATED SOIL
4' x 16' X 16' PA
GRADE
ALTERNATIVE EARTH CONNECTION
AUGER ANCHOR @ 6' DC MAX
STYLECREST #48364634 OR EDUIV
32' IMBEDMENT OF 3' AUGER ANCHOR
SECURING GIRDERS
'WI ASTM#123-89A STRAP OR EDUIV
rate~ 3000# UPLIFT
STYLECREST
3904 BUILDERS CIRCLE
PLANT CITY, FL 33567
1-800-945-4440 (JAMIE 'WITHEM)
I
"i
A
I'"
oL LENGTH AS RED'D
AUGER TIE Do'WNS @ 6' MAX DC.
DBL 2X6 PERIMETER JOIST
~'~)
TYPICAL FLOOR JOIST/GIRDERS LAYOUT
VARIOUS ALTERNATIVE FOOTER/TIE DOWN METHODS
FOOTING/PIER/ ANCHOR@ 6' O.C. MAX
AL TERNATIVE FOR
PT POST IN STOCK
3000# UPLlFT~ CONCRETE PIER 'DOTER
/ I hereby certify tho.t I ho.ve perforl"ied o.nd reviewed
I it to be in COl"iplionce with section R301 of the Florido.
, &ASCE 7-05
S\:~~EST "B364634 OR [QU!V
AUGER ANCHOR @ 6' DC MAX
32' IMBEDMENT OF 3" AUGER ANCHOR
SECURING GIRDERS
'WI ASTM#123-89A STRAP OR EDUIV
PERIMETER JOIST
3'X3' ALUM POST OR
PT 4x4 POST IJI
1 #5 REBAR MOUNTED
CROSSIJISE THRU POST
EMBEDDED IN CONCRETE
FILLED BLOCK FOOTING
2500 PSI CONCRETE MIN
PT 2'X6' JOISTS @16' O.C FASTENED TO DOUBLE
PT 2x6 GIRDERS 'WITH SIMPSON JOIST BUCKETS
TYPICAL BOTH ENDS
SIMPSON H5 CLIP
OR EDUIV. @ EVERY 3RD EACH
TO MIDDLE GIRDER CoNNECTIO
AS INDICATED' C'
DBL PT 2X6
MIDDLE GIRDER
~ .' .
,
.' ...
4'
CONCRETE SLAB
3000# UPLIFT
DBL P.T2X6 PERIMETER
ALUM TERMITE SHIELD________
@ EACH PIER
AL TERNATIVE FOR
EXISTING 4'
CONCRETE SLAB
G' MAX
1/2'('WEDGE ANCHOR @ 8' DC MAX
4' IMBEDMENT INTO SLAB CTHUNDERBOL T
SECURING GIRDERS
'WI ASTM#123-89A STRAP DR EDUIV
ra te~ 3000# UPLIFT
OR EDUIV)
ENLARGED VIEW @ A-A
TYPICAL DECK SECTION
WITH VARIOUS ACCEPTABLE FOOTER SYSTEMS
REVIEW DATE: ~
CITY OF ZEPHYR L
BUILDING OFFIC AL_
JOISTS @16' DC
FASTENED TO DOUBLE
PT. 2x6 GIRDERS 'WITH
SIMPSON JOIST BUCKETS
ALTERNATIVE POST CONNECTION
W /DECK ON EXISTING CONCRETE SLAB
(KNEE OR OTHER LATERAL BRACING REQ'O)
NOTE: STAIRS &RAILlNGS TO
CONFORM TO F.B.C. 2004
SECTIONS R311 &R312
RESPECTIVEL Y
USE (2) 5/8 THRU BOLTS, NUTS
&'WASHERS <CORROSION RESISTANT>
@ PT PERIMETER JOISTS TO
PT POST IN CONC CAST FOOTER
SIMPSON ABU44
'W/l/2' 'WEDGE ANCHOR
EMBEDMENT <2000# UPLIFT>
EXISTING 4'
CONCRETE SLAB
this plo.n ond found
Building Code, 2004 edition.
Do. vid IJ. SMith,PE.
()fv
l~fJ
1"
ENGINEER LICENCE 153608
D. W.SMITH,P .E.JJ5360B
PUll/IDA PR(J"(SSIIJNAl ENGINEER lICEN{{ "'-"OCR 53608
PROJECTS CONSULTING ENGINEER
9909 ~ALLASTON DRIVE-DADE CITY.PLORIDA 33525
1'10(':152'521-0865 rAX> 352-521-0861 E-!'All. "pI\"'/I@Gt..rot
PASCO PERMIT SERVICE
SUZANNE BAHR 813-788-5314
TYPICAL DECK
ALTERNATIVE CONNECTIONS
SHEET rY
OF 1
O(S] GN/DRAWN DATE
D,WSMITH,PE. 02 16 06
SCALE CH!:CKE D
AS NOTED
PART NO.
DECK D02
120