HomeMy WebLinkAbout06-5361
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813}780-0020
RESIDENTIAL SWIMMING POOL
~v
5361
Permit Number: 5361
Permit Type: SWIMMING POOL RES.
Class of Work: POOUNEW
Proposed Use: SINGLE FAMILY RESIDENTIAL
Square Feet:
Est. Value:
Improv. Cost: 32,274.00
Date Issued: 1/27/2006
Total Fees: 362.50
Amount Paid: 362.50
Date Paid: 1/27/2006
Work Desc: INGROUND POOL AND ENCLOSURE
Address: 39027 6TH AVE
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 12-26-21-002A-00100-0010
Name: BISSON,RAYMOND
Address: 39027 6TH AVE
ZEPHYRHILLS, FL. 33542
Phone:
MIRAGE POOL AND SPAS CO, INC
REESE ELEC.
KEITH REEVES CONSTRUCTION INC
BUILDING FEE
PLUMBING FEE
ELECTRICAL FEE
JlP
/' (lCV \ ~ / (9"""
y\ LP'
POOL TEEL POOL DECK & FOOT
POOL PLUMBING/PRESSURE_ FINAL
REINSPECTION 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."
SVt'-N( C2~ ~.
CONTRACTOR PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
CI~Y OF ZEPHYRHILLS PERM~T A~~LL~A~~U~
BUIILDING DEPARTMENT 5335 8TH st, Zephyrhills, FL 33542
813-780-0020 FAX: 813-780-0021 ..j ~I'
DATE RECEIVED ~~.:J 'O~
.[~.,;
PHONE CONTACT FOR
OWNER'S NAME
IZ (ill mOA cI
v
J f Ot:2 7 & Y- ^.
IJ /J'J()/)
./ltA{
PHONE
JOB ADDRESS
LEGAL DESCRIPTION: LOT(S)
J ~ - ;)0- ;)/- ()(J cL1-00/()O -{)Old
BLOCK
SUBDIVISION V/~4J;!J9j tf{.{iJ r
V
PARCEL ID *
(OBTAIN FROM PROPERTY.TAX NOTICE)
WORK PROPSED: ~NEW CONSTRUCTION
DSIGN
PROPOSED USE: OSGL FAMILY DWELLING
o COMMERCIAL
o ADDITION
o ALTERATION
[JREPAIR
o INSTALL
[]MOVE
o DEMOLISH
OMULTI-FAMILY
o INDUSTRIAL
O. OF UNITS
o SWIMMING POOL
o MOBILE Hm
o OTHER
DESCRIPTION OF WORK
CJ RESTAURANT &
; 17 q rouA-d
v
HEALTH DEPARTMENT APrROVAL
12 t;D I -l---f 1--. e /O~"/!L-
v _~
SQUARE FOOTAGE ~ /JF
BUILDING SIZE
HEIGHT
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (l) SET ENERGY
IF SIGN PERM~T ONLY (2) SETS OF ENGINEERED PLANS REQUIRED.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
& (1) SET ENERGY FORMS.
FORMS.
~. ',)'Af, lZJ'.l\;~.-\f'-\ "0'('
;c.~," \, (1f:.f'~,<1:_, ,
PERMITS REQUESTED
ttl BUILDING $ .1,;l J] tj. if) VALUATION OF TOTAL CONSTRUCTION
(
~ ELECTRICAL AMP SERVICE 0 Progress Energy 0 W.R.E.C.
~ PLUMBING
o MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION
o GAS o ROOFING o SPECIALTY 0 OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAO YES 0 NO
r"-~-~I,~~~ ':-- ~_~~_=~~_-:_~_~__~~_-~______I~=-=_-~=~~---~=,~-- -',l_:~__l~~~- - -I:'-":\-~~l~~
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COMPANY mt--t~je I'ao4
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.
BUILDER
SIGNATURE
STATE CERT OR REGIST .
SIGNATURE
***************************~~************************************
"'1../' --' r/.1 .
JJ ' COMPANY R--etl;t.t.... LC~{'t /'L~
0:~~l4-e~ C~~ .
STATE CERT OR REGIST #
ELECTRICIAN
PLUMBER
******************************************************************
?, 5 ~D'::- COMPANY In L~l a f{ Pool AljJ<tf t'tJhc ~
~I- .( i,- D2kU L STATE CERT OR ;EGIST #
SIGNATURE
******************************************************************
MECHANICAL
COMPANY
SIGNATURE
STATE CERT OR REGIST #
* * * * * * * * * * * * * * * * * * * * * * * * * * * *'b * * * * * * * * * * * * * * * * * * * *. * * * * * * * * * * * * * * *
OTHER Peel flLe/Nu/!.( q{)~ COMPANY I~(,lfi '€ftt/f! [P.oIIS(.:Jj.C,
SIGNATURE ~J Q C____
~ 'Lj'(/'f:l--/
STATE CERT OR REGIST #
A.' NOTI~E OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to "deed restrictions" which
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable 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 law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, 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 ~Cohtractor Sections" of this ~pplication for which they
will be responsible. It ydu,as ~he 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 contractor that may be an indica~i6n 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 STATUTES, AS AMENDED)
I certify that I, the applicant, haye heen provided with a copy'of "Florida's Construction
lien Law _ Homeowner's.Protection Guide" prepared by the Florida Department of 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 ~owner" 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
development. .
Appliqation is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work wiil be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development 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 to
be in compliance. Such agencies inolude but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetiand 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 abatement
I also certity that, if fill material is to be used in Flood Zone ~A" or ~A,etc.", it is
understood that a drainage plan addressing a "compensa.ting volume" will be submitted which
is prepared by a professional engineer re~istered in the State of Florida prior to permit
issuance.
A permit issued shall.be .construed to be a license to proceed with the work and 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, cons~ruction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for !a
period of six months after the time. the work is commenced. One 90 day extension of time
may ~e 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. IE' YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$~' . IN VALUE DO NOT NEE~ TO RECORD AND POST A. '\NOTICE OF COMMENCEMENT".
~ /J " ~5~J~ t"-- t 'i,t--t:J~
. ?1~~ (~-- -
SIGNA REi OWNE OR AGENT SIGNATURE: CONTRACTOR
STATE OF FLORIDA P IN!.()
COUNTY OF ... .
The foregoing ins~ument was ackndWledge~
Before me .tt,is /9 day of JLAtJ~ ' 2~
by d '1-4../ u-c /'OS.s . .
(name' of person aoknowledged). .
~WhO is personally known to me, 'or
Ji1. who has produced r1r'\ v.ev-:c,.. Ll(:..e......~~
(type of identification)
and who id ~d not ta e an oath.
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was aSknowledgeda
Before me this /9';-~day ofP..tt~ , 20.-i....
b . . (J HLCd I'iJSJ .
Y .
(name of person acknowledged)
~hO is personally known to me, or
fJQ'[I!()
Owho has produced
(type of identification)
~idnot take an oath
a.c know I edgemen t
rson taking aoknowledgment
8i
Name typed, printed or stamped
Name typed, printed or stamped
. . STANDARD RESIDENTIAL
. $WiMMING POOl CONTRACT
NSPI, TAMPA BAY CHAPTER
~ ,; :. ;
.,IIIC .
-~
JOHN Me
OWNER
'C~ llNAli
*~ o.c;.
...... Doock
.~..
........,..
*nIMIr 0pIlc:0. .
'Qlo&l1a tbu.otI
.~
.~
.............. .
"Wu~..
'Iaby ~
ThiS contract made as of the date of written acceptance by the ~..bUild$t''''ted.~.
hereinafter termed 'Contractor" and the party named below, hereinafter termed. ~Puteh8ser.. ... ....
.PURCHASER~ ~ "I m 0 ~ (.~ E. ~ l v... ~ \ e.. ~ l ~ ~ 0 D_ __.____.~~e.~~07.~ S~ft., - 3:4--, 3
....'.MAIUNG ADDRESS ~~qoa, lf~ \Orve,...~.u...___~__..__ .. Ph. BUS. ...
2~. ()fly. ST Z.. P \j 'I ~ "'; ~ S. F\ 0 , ;_ d. "'_ _ ___ '.' '. .ZiP~3.5!,j.1... '
..;.coffltactOf agrees to construct a swimming pool and appurtenances thereto as hereinafter provided by the plans. speel1ications and ~ of It1e oontraCl at:
fN$TAlLATION ADDRESS Sn...n),~_.o....S nJo 0 V e.. CITY__._-'--'-____ ZIP _,__~__._._
. . LEGALOESC. . ..' .. .
,,".J'lO()l'SHAPE ^E(.T/hJ t.LE./p.,,,v~O """""MAXWIOTH__tl."Lu...J!f MAX LENGTH. 2.if'lIfWATER ~L9 00 tJf
"PERfMETER 1~:t.<-:E_.. _......__.._.____.. lit DEPTH:..3\~I~..Jt. to..[I~I.~_...ft. .f()~.~_~~_~.,_ft. N$PI TYPE_______...
(~'4J,.".)~'-Y,()M . ... ..... .... ...... .': ... .'-
LEl<<:888 Fill Q""Nli..,( 12 Underw8IerLighling~_L()f. LHANGor. )23 TesfKit_.::_i.J;:.~ _.-'.L... teatN,,-i~......;
2. FiH8f System 'i 8'0 0 ~ 13 Oed. (t;>t-->- v..~r~J.Af.J'L'i':: \~_ .24 VaeUu~ Head . ""=..:...._. Vac. HoH"':':::_..
3. PUmp & Motor -L.r'':' 14 RaisedDeck N/t:t 25. BillSh .:'1E.j .....~.Poht "(EJ
4:MtithodofChIorineIlon ..5Tl'.Ii___.._ 15 [)ecI(Drainage :21\ (JE<.tl .oMIt.:) 26.Start~~~ !:f4~"f Jl'tI.rH
5.SUrieo.Skimmer 'JE.> ' .-_. 16 Reiop ...LQ_L~2F__.'J)! r (z..f~__ 27. Spa.c:;.!S'.Jit.~~__._.._.....___.____...
6. Backwash DiS~1 _'1 g.~ .. ..~T' 17. ladderlGrabrllils ~A 28 Heater _c.:?:cc..:.BTU..,:-- _TYJ'e::::"..__
'''Piping A Inlets ~_c.1. 2" - ~ l'tr; , vAL 18. Steps/Haft~."'" STE.P ~ 29. GlasS SlcCk8 .--,-
a..MairlDrain ~ .. 19. DiVing Board & Stand ~ I A 30. Erectronic EQUlp/nwInt~~ ._
. 9. Therapy Jets ;t - -r.,v ~~~IMQ\J I 20 Cantilaver/Coptng!Tile ~.LK__.. 31AufumaticCl611ner~l\JA.~ I. ~It T.cJL..~_
10. .Tile -~~-~-_....-._---- CoIor._._ # ___.. 21 Electrical Hook Up ,) Eo j GFI_~ .t. .32 ttiveSeaI ~.. .... . 8inI:ltl. '':IE.S
InletiorRnIsh t-J..PCU€,O A(,~,Q1'E" 22 Timer 'I E S ~---_._~.--:J3~~t5 ,?~~S'I
. I\)"t<- ....~'<-. (-'00<.1 J~~/oec...~/"(-roP I ~~1':"~.~~~;r
-"< '. .' . . TERMS. ("1. "Z. ~ ~'C) . .. +l-;..~>;p>"... ..... . .. ........ . .
; '..,yn1esa rpeciaIly 8gfeed and set roan herein, Pu.rctla5ef hereunder agrees to make progress payments b8Sed QI1ih8 total ptlce "UiJItftrn_~.
",..~..._' '.------ -j' .... . ..... i;, .... .
. . CONTRACT PRICE $ ;Z J' '1 Y . ~l\) ~bl :.<<40 _ ~..1 ~ :l 1 ,40
. ---if .J.-t-;'-oo--ii'~ W_--r ..s \-\eu... () 01 Q\ Tiff, 9.bo. -. t. ^ qo 9 ' ~ t?
TO% Down PtYment __n___~Vf''\.b 2. () 0 () , 5 ..... '0. . . ... ''-1''0
""" -. ~....;, in ~.'" --3 J) 2. 19. D l!c "-.-_-L~__':tr--3dLLJCl .' ~~_
35% When plumbing;s completed \. .......-?~~--I_S'~& ... ... ._~.3_!Omt.=:..l~..:~LLS....~:LL.:..L 0 '_'
5% Whenpoolisreadyfoflnleriorflnish ~ . . _....... '.. ,. ......>,~" ....., ... . .'
Construction \>f'09I'&S8 may be arrested between hil1iruJ and receipt of paYTl'"'fl\ foreai::h ,:il'laeeOf oonstrUd1oo.
-,""'",
NOTICE TO PURCHASER . ... ... ...... ."""""".'" .
>. .. DONOTSfGNTHISCONTRACT8EFOREYOUREADITORIFPERnNENTINFORMAtloNISMlSSfNGFAoM'~~;.. ..... ....... .
..;o'i;,;;Thia is a home solIcitanon sale. If you do notwanl the goods or services contracted for. you may c8n<l8I tNs~by ~ .",~""IiiI".j'j1;.",.>.
,:".fIOOce must Indlcate !hat you do not want the goods and services and must be postmarked by mldnlQht the third day after you $ignedfhe ..me.\t
,..-'. '.-, <
.1.) ~oonnct MM o..drIerned lln off~ b;) /JJe Contractor..nd shall be null and void UtHeSS aooepr<<1by /I cJulyllUthorizt1dotftc.rof~~~dIJI!fH"'~"~
,;.....llOaIdMlcw".~.~ ThBSalesmanhasnoauthoritylobindtheConlrac1or.AI and. .-~~.J .II ..~..
i..',"""'''''' thfmUIYUIOl ~ or underskfndlngs oth8r than are set forth in thhI doiIJmtfrrt oIlhe... . ... . CW'l&.....~.~f)JI, ~~t
.'!=-by~ac:opyo'/1Jiscomract"'l1Iems"",..,.ngBCalpt.nceby""'''''''' fiWI lICUtiortol.r.d~duJl'. JIi.li'~~!il.,i!t._".
',';'OATE - ~-~~ '? 9o.C_.....__. PURCHASER . ".Dtttei~; -IlC .
:............. ~t~. DBY ~~N 1'1c."ov(,~LL . PUn-C:"':..;~R . .. ... ......... ...........r~'~~.~O~
"":'~BY-1 1~';'."'h~~=w~:~'::mu=~o_~dflWentfrom~~__~..~' . ..... .
PRIVATE SWIMMING POOLS & SPAS
REQUffiED INFOlUvIA nON FOR
INSPECTIONS &. POOL APPLICA nONS
FBC 2004 CHAPTER R4101
Pasco County requires the following information to process permit applications for
private swimming pools.
Applicants are required to provide a pool layout showing:
1. The pool with a com.l!lete 'Plum~iDI! Dlao showing the location of the
mechanical equipment and the plumbing lines, vent lines, pipe sizes, flow
rates, and pressures.
2. The layout of the pool with dimensions showing steps, swimouts, ladders, and
other features.
3. The spa with a plumbing plan.
4. The deck with dimension showing relationship to the house.
5. Location of windows and doors that have access to the pool from the house.
6. The location of the child barrier fence.
Applicants are required to provide the following information:
1. Pool Y olume /~ OcJO Rallons SPJCVSEE .-92 . ; }/tJ(J/'..[
2, Pump Mfjo. ~""/-s.rodeI No. Hp. / XL Turn Over Rate _ GPM
3. Filter Mfg. Ii tJa/' Model No.ll.f" YPO . Flow Rate 7d- GPM
4. Pool Heater g. Model No.
5. Anti.Yortex Covers, Mfg. 7Il.iJlUurJ Model No. SPJOS~AtI
v
Applicants are required to provide design drawings showing pool and spa
requirements designed to meet the Florida Building Code 2004 certified by a
Florida registered engineer or architect.
+*110 The applicant shall provide two eODies oiall the above information; ***
*** this information shall be supplemental to the normal permitting ***
* * lie materials neCessary at intake. * *' *
RESIDENTIAL SWIMMING POOL, SPA AND/OR HOT TUB SAFETY ACT
NOTICE OF REQUIREMENTS
I (We) aCknowledEe that a new swimming pool, spa or hot tub will be constructed or installed at
,),/0';' '7 hi d!!1..l1t<f , and hereby affirm that one of the fOlloWing
(Please Print Street Address)
methods will be used to meet the requirements of Chapter 515, Florida Statutes:
(Please initial the ~(s) to be used for your POOl)
S C .J Th~ pool will be isolated from access to the home by an enclosure that meets the pool barrier
requirements of Florida Statute 515.29;
The pool will be equipped with an approved safety pool cover that complies with
ASTM F1346-91 (Standard Performance Specifications for Safety Covers for Swimming Pools,
Spas and Hot Tubs);
All doors and windows providing direct access from the home to the pool and located within the
enclosure/fence required by the Pasco County Land Development Code, Section 530.4(0), will
be equipped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10
feet;
All doors providing direct access from the home to the pool and located within the
enclosure/fence required by the Pasco County land Development Code, Section 530.4(0), will
be equipped with self-closing, self-latching devices with release mechanisms placed no lower
than 54" above the floor or deck;
I UNDERSTAND AND AGREE THAT NOT HAVING AT LEAST ONE OF THE ABOVE INSTALLED AT
THE TIME OF FINAL INSPECTION, OR WHEN THE POOL IS COMPLETED FOR CONTRACT
PURPOSES, WILL CONSTITUTE A VIOLATION OF CHAPTER 515, F.S. AND WILL BE
CONSIDERED AS COMMIITING A MISDEMEANOR OF THE SECOND DEGREE, PUNISHABLE BY
FINES UP TO $500 AND/OR UP TO 60 DAYS IN JAIL AS ESTABLISHED IN CHAPTER 775, F.S.
I FURTHER UNDERSTAND AND AGREE THAT THE OWNER AND/OR CONTRACTOR WILL
COMPLY WITH THE FOLLOWING REGULATIONS CONCERNING SWIMMING POOL, SPA AND/OR
HOT TUB ENCLOSURES, IMMEDIATELY UPON COMPLETION OF THE SWIMMING POOL, SPA
OR HOT TUB, IN COMPLIANCE WITH SECTION 530.4(D), PASCO COUNTY LAND DEVELOPMENT
CODE:
1. Construct around the swimming pool, spa or hot tub a MINIMUM FOUR FOOT HIGH FENCE with self-
closing, self-latching gates. The fence must not have any gaps, openings, indentations, protrusions, or
structural components that could allow a young child to crawl under, squeeze through, or climb over the
fence. Gates must open outward away from pool area. The releasing mechanism of the latching device
must be located on the pools ide of the gate and so placed that it cannot be reached by a young child
over the top or through any opening or gap. No opening in the fence may be large enough to admit a
four-inch sphere.
2. Construct a screen enclosure around the swimming pool, spa or hot tub with self-closing, self-latching
screen doors. latches on exterior screen doors must be minimum 54 inches from the exterior access
standing surface. All screen enclosures require Building Permits.
3. Provide and utilize an approved safety swimming pool, spa or hot tub cover that complies with ASTM
F1346-91 (Standard Performance Specifications for Safety Covers for Swimming Pools, Spas and Hot
Tubs). Such cover must be capable of being securely fastened over the swimming pool, spa or hot tub
when not in use.
I FURTHER UNDERSTAND AND AGREE THAT one of the enclosures described above will be completed prior
to final inspection of the pool, spa or hot tub.
ADDITIONALLY, I FURTHER UNDERSTAND AND AGREE THAT the owner will require his/her pool contractor
and his/her screen enclosure contractor (if applicable) to request and successfully pass a final inspection
immediately following the completion/installation of the swimming pool, spa or hot tub.
IF THE SIGNATURE of the Contractor, acting as agent for owner, appears below, the Contractor promises in
good faHh to make the Owner aware of the above-described requirements and penaHies before commencing
construction.
SWORN AND SUBSCRIBED BEFORE ME THIS
, DAY OF
,20_
~/tfe~ t~
OWNER OR CONTRACTOR SIGNATURE
NOTARY PUBLIC
'S fa e/~ {' nJJJ -1::-ed
PLEASE TYPE OR PRINT NAME AB E
NOTICE OF COMMENCEMENT
~ /(.. ,,/'/
C I c(fct County of jJ{lIf(!
..
THE UNDERSIGNED hereby gives notice that improve t'II b .
a~d in a.ccordance with Chapter 713, Florida Statutes t:~O~~wi~gm.a~e to ce.rtall~ real p~opert.y,
thIS NotIce of Commencement: ' III ormatIOn IS provIded III
State of
tL4 o-/' .
Z-YO{y/lk/lr
1. Description of Property: Parcel No. j,J - ~.~ -,:J/ -(JU~v.J- GO/Od _ 00/ ()
J 100- 7 flY/'" ,41e
(Legal description of the property and street address if available)
2. General Description ofImprovement /~j ratA d ~ / Co I J" ,,1M ILLc
1111I11111111111111111 I1111 11/1111I11 11111111I1/11I//1///11/
200600!5778
3. Owner Information: Name
Address
]90/)7
12 ti J IY! ()/l j
....
h I-/.. A!~
(] /;SS ()Il
Z~fl j{./ rA-L'//I
I ./
StateR 33Yfd--
City
R
Interest in Property:
Name of Fee Simple Titleholder:
(If other than owner)
Address
Contractor: Name /J7 {~tl Cf.{ /b(j/~
v
Address F9 / t .7; tL C L~ I [tJ.Lf
Rcpt: 9!58984 Rec: 10.00
os: 0.00 IT: 0.00
01/10/06 __ Dpty Clerk
City
-A~fjJ(l.[ Ct. he' .
City Zt-/J flf ri{ //1'
f /
State;::1. d,3,rv/
State
5. Surety: Name
Address
City
State
JEO PITT"AN~ PASCO COUNTY CLERK
01/10/06 0" : 0Jpm 1 of 1
OR BK 678=, PG 584
Amount of Bond: $
6. Lender: Name
Address
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
providedin'~e.ction 713.13 (1) (b), Florida Statutes.
9.' Expiration date:-{)f Notice of Commencement (the expiration date is 1 year from the date
_':of recording un~ss' a different date is specified.)
. I
Signat~reofo;;'e:j(~~L~
. I' 'I"
Sworn to and subscribed before me this lfl day of
C;,{:j G.. e~,- ../P\. 1(_
.....1
~j)! u lit
j
, 20 (:0 .
Notary Public:
My Commission Expires:
PC93053048/ A
NOTARY PUBUC-STATE OF FLORIDA
~ Stacie Zullo
Co~ission # D0482036
Expires: ocr. 16, 2009
Bonded Thru Atlantic Bonding Co., Inc.
BUILDING SHALL COMPLY WITH
ALL APPLICABLE CITY OF
ZEPHYRHILLS ORD11"J/\NCE.
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BUILDING SHALL COMPLY WITH
ALL APPUCABLE BUILDING,
ELECfRlCAL, PLUMBING AND
4o.MECHANICAL CODES.
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HORIZ. IIIND V ~ V "'" III 25~
BRACING V:l ...
I..J'"
'- Qf!;l::
PLAN 16'-8' PROJ. PLAN e5' -0' PROJ. PLAN 33' -4' PROJ. V ~ 17 \ ~~
1-r~r ~DRK-~~~--C7 PLAN 41'-8' PROJ.
I~ /7
........- ,,-. ./............ ....-- 1"- ../ ............
ELEV, , ELEV, ELEV, '" ELEV, J/I
- J/I EACH ADDITIONAL
;/'/////// '/// ~l::$ WIND BRACING DETAIL BAY B~YOND 41'-8'
~ ..., MUST BE BRACED
. % . ==-e
% ~Q: ::.:
% ~~ I..J,
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~ ~~ /1\ ~~ J
~2'X2'
'% _lJ" v '" K-BRACE
PLAN ~ L' DF~ /7 _____r x 7' X O. 045 PLA TE
.
-j- . ~ 11/ 6-1110 S. No S.
OVER SCREEN
%' 1/ CABLE DR K-BRACE
~ .. REQ'D FOR IIALLS - I- e' X e' CHAIRRAIL
LONGER THAN 16' -8' .
~ / ~ . NOT~
~ V l' X e' X O. 045' .
€LEV. .~ 11/ 6-1110 S. No S. X l'
~ UPRIGHT ../ ON INSIDE OF K-BRACE
I .
~
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K-BRACE:
K-BRACE
DETAIL
. .
SEE TABLE FOR ROOF BEAMS FRAMED TO POST
POST SPACING f! BUILDING SHALL COMPLY WITII
~~V~LK ~ ~ ALL APPLICABLE BUILDING,
-- ~CREE~ rPOSr--- ~ ELECfRICAL, PLUMBING AND
(SEE MECHANICAL CODES.
TABLE> -
e'xe' "
~ ~l . CHAIRRAI
~ / ~---- ".>-'K' BRACING'
ALSO
~ PERMISSABLE
NOm A T ALL CORNERS NOT FULL Y
ATTACHED TO EXISTING STRUCTURE
IIIND BRACE EACH DIRECTION 11/
1/8' S. S. CABLES AND 3/8' EYE BOL TS . THESE STRUCTURES DESIGNED WITH
EACH END -OR-
e' X e' X 1/8' ANGLE 11/ 4-#10 X l' S. H. S. THE 2004 FLORIDA BLDG. CODE
INTO EACH FRAMED MEMBER CROSSED &- CHAP. 6 OF ASCE 7 FOR 110-135 MPH
BY BRACE (SEE K-BRACE DETAIL ABOVE) WIND VELOCITY (3 SEC. GUST) EXPOSURE A-B
1(010 AFTeR 2-1-07 Iw=.77
TYPICAL DA V10 NORRIS ENGINEERING
POOL ENCLOSURE ELEVATION 112 COLEMAN RD.
WINTER HA VEN, FL 33880 Pg. l-A
(863) 299-1048 P.Co 32186
"f:Jj
I 2- I
2' x2' PATIO
IwACIM COLUMN HEIGHT . ~~~~
If1H 110 120 130 110-135
3' 8' -0' 7' -8' 7' -4' 8' -8'
4' 7'-4' 7'-0' 6'-8' 7'-11'
5' 6' -9' 6' -4' 6' -0' 7' -4'
6' 6' -3' 5' II' 5' -7' 6' -10'
7' 5'.-JO' 5' -6' 5' 2' 6' -6'
8' 5'.-6' 5'-2' 4'-10' 6'-2'
9' 5'-3' 4.'-11' 4'-7' 5'-10'
tsx~~ 11 mQj ~j
I 3" I I 3- I I 3" I
2' x 3' PATIO
IwACIM COLUMN HEIGHT !~~~
W'H 110 lea 130 llD-T3S
3' 11' -6' 10' -8' 10' -0' 11' 9'
4' 10'-6' 9'-8' 9' l' 10'-9'
5' 9' -6' 8' -11' 8' -3' 9' -If/'
6' 8'-10' 8'-3' 7' 7' 9'-0'
7' 8' -3' 7' -8' 7' -1' 8' -5'
8' 7'-9' 7'-2' 6' 8' 8'-1'
9' 7'-4' 6'-10' 6'-4' 7'-10'
,
15" ~
~
_ .-Q50
SX=. 55
~
I 2"
. . 2' x 4' T I L T
'p>ACIM'J COLUMN HEIGHT ~~~~
11'1/ 110 120 130 110 135
3' 14'-5' 11'-4' 9'-11' 12'-11'
4' 12' -9' 10' -0' 8' -9' 12' -0'
5 . 11' -8' 9' -2' 8' -a' 11 ' -2'
6' 10' -10' 8' -6' 7' -5' 10' -4'
7' 10' -2' 8' -0' 7' -0' 9' -8'
8' 9' -9' 7' -8' 6' -8' 9' 2'
9' 9'-6' '-6' 6'-6' 8'-10'
,,-
- -:i00
J
SX=l. 35 1
r050 ~
I, .
2' x 5' S. M. B.
~"ACl'. COLUMN HEIGHT BEAM
)M l/'It SPAN
I#'H 110 120 130 110-135
3' 20'-0' 19'-4' 18' 8' 21'-6'
4' 18'-6' 17'-8' 17'-0' 19'-10'
5' 17'-1' 16'-3' 15' 6' 18'-4'
6' 15'-9' 14'-10 14'-0' 17'-0'
r 14'-7' 13'-8' 12'-9' 15'-10'
8' 13'-8' 12'-9' 11'-10' 14'-10'
9' 12'-1112'-0' 11'-2' 14'-0'
3' x 2' PATIO
SPACIM COLUMN HEIGHT !~~~
1I'H 110 120 130 110135
3' 10'-10'9'-6' 9' 0' 10'-8'
4' 9' 4' 8'-10' 8' 4' 9' 9'
5' 8' -8' 8' -2' 7' -6' 9' -1'
6' 8' 0' 7' -5' 6' -10' 8' -6'
7' 7'-4' 6'-10' 6'-5' 8' 0'
8' 6'-10' 6'-5' 6' 0' 7'-6'
9' 6'-6' 6'-1' 5'-8' 7'-2'
,.,
ll.;
:
:
_~50
SX=. 70
~
I 2-
2' X .4.# PA TIO
!S'PAClMi COLUMN HEIGHT ~~~~
JI'H 110 120 130 110-135
3' 13'-10' 12'-2' 11' 2' 14' 6'
4' 12'-13' 11'-2' 10'-4' 13'-8'
5' 10'-10' 10'-2' 19'-6' 12'-10
6' 10' -0' 9' -4' 8' -8' 12' -0'
7' 9' -3' 8' -7' 8' -0' 11' -3'
8' 8' -8' 8' -0' 7' 5' 10' -7'
9' 8' -2' 7' -7' 7' -0' 10' -0'
4"
.1~hJ
SX=. 9~044 .1
1
2' x 4' S. M. B.
~AClMi COLUMN HEIGHT
W'H 110 120 130
3' 16' -0' 15' -6' 15' -0'
4' 14' -10' 14' -3' 13' -9'
5' 13' -10' 13' -2' 12' -7'
6' 13' 0' 12' 3' 11'-7'
7' 12'-3' 11'-6' 10'-9'
8' 11' -7' 10' -10 10' l'
9' 11' -0' 10{ -3' 9' -6'
. llF;AH
SP~N
10-135
17' -4'
16'-6'
15'-6'
14'-6'
13' -7'
12'-9'
12'-0'
BillLDING SHALL COMPLY WITH
ALL APPLICABLE BillLDING
ELECTRICAL, PLUMBING ANn
MECHANICAL CODES.
TYPICAL ALUMINUM COLUMN & BEAM D~TAILS
TABL~S FOR SCR~~N ROOMS & ROOFS ONLY
NOTD 1) Bf:AH SPANS MAY Bf: INCRf:ASf:D 207. WHf:N CONTINUOUS OVf:R
INTf:RIOR COLUHN SUPPORT
2) ALL Bf:AH SPANS ASSUME: LA TE:RAL PURL INS (2' x2') (! 90' FRAHf:D
ACROSS ROOF (! E:ACH POST IN SCRf:f:Nf:D SIDf: VALLS
3) VALUE:S HAY BE: INTE:RPOLATE:D FOR INTE:RME:DIATE: LE:NGTHS OR SPACINGS
OR WIND RE:GIONS.
DESIGN LGADING
CGLUMNSI 110 MPH - 11 PSF
120 MPH - 14 PSF
130 MPH - 16 PSF
135 MPH - 17 PSF
BEAMSI 110-135 MPH - 10 PSF
THEst STRUCTURES DESIGNED WfTH
THE 2004 FLORIOA 8LDG. CODE
4c CHAP. 6 OF ASCE 7 FOR 110-135 MPH
WIND VELOCITY (3 SEC. GUST) EXPOSURE 8.
VOID AFTER 2-1-07 Iw=.77
DA VlD NORRIS ENGINEERING
112 COLEMAN RD.
WINTER HAVEN. FL. 33880 Pg. 1-8
(863) 299-1048 P.E. 32186
, ~ ~
6" 7"
. "
j '. V ~ 8
.12JL f- 2'.x 6' S. H. B. .1~ r- 2' x 7' S. H. B.
~ SX=l. 97 tOSS SX=2. 541062 A
\\
k. I
2' X 6' M. B. 2' X 7' S. M. B.
WAClNi. COLUHN HEIGHT BEAH !wACINt.i COLUMN HE:IGHT l!.;,AH
SPAN SPAN
1I'H 110 120 130 110-135 HPH 110 120 130 110-135
3' 26'-6' 22' 6' 22' -10' 25'-0' 3' 26' -9' 25'-8' 24' -7' 29'-0'
4' 21'-8' 20'-8' 19' -8' 23' -6' 4' 24'-6' 23' 5' 22'-4' 27'-1'
5' 19'-11' 19' 3' 17' -11' 22' 0' 5' 22' -6' 21'-5' 20'-4' 25'-3'
6' 1'8' -6' 17' -6' 16'-6' 20' -7' 6' 20' .-10' 19' -9' 18' -8' 23'-5'
7' 1 7' -4' 16' 5' 15'-4' 19' -3' 7' 19' -6' 18'-5' 17' -4' 21' -9'
8' 16'-4' 15' -5' 14'-4' 18'-1' 8' 18' -5' 17' -4' 16'-3' 20'-5'
9' 15' -6' 14'-6' 13'-6' 17' -:]' 9' 17' -6' 16' -5' 15' -4' 19' -4'
10' 14' 9' 13' -9' 12' -9' 16'-2' 10' 16' -8' 15' -7' 14' -6' 18'-4'
9" 9"
\
.224- U ,8 j
2' X 8' S. H. B. .2a E?' X 9" X . 07E? X . E?E?4 S. H. B.
-
SX=4. 44 1072 SX=5. 47 t072
I I
2' X 8' S. M. B. 2' X 9' S. M. B.
WACI'" COLUHN HEIGHT ~~~~ WACINt.i COLUHN HEIGHT ~~~~
1I'H 110 120 130 110-135 If'H 110 120 130 110-1~
3' 33'-4' 32' -a' 30'-8' 36'-0' 3' 37' -2' 35' -8'. 34'-2' 40'-0'
4' 30'-4' 29'-0' 28'-8' 34'-3' 4' 34' -4' 32'-10" 31'-4' 38'-0'
5' 28"- 27' -0' 25' -8' 32' -5' 5' 31'-10' 30' 4' 28'-10' 36'-0'
6' 26'-8' 25'-4' 24'-8 30' -7' 6' 29'-8' 28'.,..2' 26'-8' 34'0'
7' 25'-2' 23'-10' 22'-6' 28' -9' 7' 27' -11' 26'-5' 24'-11' 32'-0'
8' 23'-10' 22' -6' 21' 2' 27' -I' 8' 26' -5' P4'-l1.' 23'-5' 30'-0'
9' 22'-8' 21'-4' 20'-0' 25' -7' 9' 25'-1' 23' -7' 22'-1' 28' -5'
10' 21'-8' 20'-4' 19' -0' 24'-4' 10' 23' 10' 22'-4' 20'-10' 27' 0'
g" 10"
.31..!L - E?' X 9' X . 07E? X . 310 S. M. B. 3 .3~ - 2' X la' x . 09E? X . 389 S. H. B. 8
SX=6. 77 1012 SX=8. 53 1092
2' 9' t. B. 2' 10' S. M. B. I
x S. '/'1. X
pACI"" COLUMN HE:IGHT ~~~Z SPACINfJ COLUHN HEIGHT '~~~H
PAN
1I'H 110 120 130 110-135 1I'H 110 120 130 1/0-135
3' 39'-2' 37' -6' 35'-10 42'-0' 3' 45' 6' 43'-6' 41' 6' 48'-6'
4' 36' -10' 35'-2' 33'-6' 39'-8' 4' 42'-8' 40'-8' 38'-8' 45'-2'
5' 34' -7' 32'-11 31'-3' 37'-10' 5' 40' -0' 38'-0' 36'-0' 42'-6'
6' 32'-5' 30' -9' 29'-1' 36' -I' 6' 37' -6' 35'-6' 33'-6' 40'-4'
7' 30'-3' 28' -7" 26' -11 34'-6' 7' 35' 2' 33'-2' 31'-2' 38'-6'
8' 28'-6' 26'-10 25'-2' 33' 0' 8' 33'-2' 31'-2' 29'-2' 36' 10
9' 27'-0' 25'-4' 23'-8' 31'-6' 9' 31'-6' 29'-6' 27'-6' 35'-2'
10' 25'-8' 24'-0' 22'-4' 30'.,..D~ L Y WITH 10' 30'-0' 28'-0' 26'-0' 33'-6'
BUILDINU ~
.ALL APPLICABLE BUILDING, DESIGN LOADING
ELECTRICAL, PLUMBING AND COLUMNS, 110 MPH - 11 PSF
MECHANICAL CODES lE?O MPH - 14 PSF
130 MPH - 16 PSF
I 135 MPH - 17 PSF
, BEAMS, 110-135 MPH - 10 PSF
TYP ICAL ALUMINUM COLUMN & BEAM DETAILS THESE STRUCTURE:S OESlGNED WITH
THE 2004 FLORIDA BLOG. CODE
TABLES FOR SCREEN ROOMS & ROOFS ONLY 4c CHAP. 6 OF ASCE 7 FOR 110-135 MPH WIND
VELOCITY (.3 SEC. GUST) EXPOSURE 8.
NOTD 1> BEAH SPANS HAY BE: INCREASED eOy. /lHEN CONTINUOUS OVER VOID AFTER 2-1-07 IW=.77
INTERIOR COLUHN SUPPORT DA VlD NORRIS ENGINEERING
e) ALL BEAM SPANS ASSUME LATERAL PURL INS <e'xe') e 90. FRAHED
ACROSS ROCJF ~ EACH POST IN SCREENED SIDE IIALLS 112 COLEMAN RD.
3) VALUES HAY BE INTERPOLATED FOR INTF:RHEDIATE LF:NGTHS OR SPACINGS WINTER HA \lEN, FL. 33880 Pg. 1-C
OR IIIND REGIONS. (863) 299-1048 P.E. 32186
L
VARIES
2 X __ SLOTTED OVER 2 X ___
OP T/ON 1 DETAIL
N. T.S.
L
L-3Xh
2 X _'s BUTTED TOGETHER
OP T/ON 2 DETAIL (INTERNAL 'GUSSET)
N. T.S.
BEAM SPLICE DETAILS
L
L=3Xh
. .
\... .
"2 X ~'s BUTTED TOGETHER
OPT/ON 3 DETAIL (EXTERNAL GUSSET)
N. T.S.
l' X2' TOP PLA TE
110 X 2' S.M.S.
INTO SCREW BOSS
2 X _ POST
2' X2' CHAlRRAlL
l' X2' BOTTOH PLA TE
110 X 2' S.M.s.
INTO SCREW BOSS
'..,
. .
.
...:
'4.,
3'x3' ALUM. POST
!:-3 1/2'x1/4'" THRU BOLT
APPROX 4' ON POST
E 3' ALUM. CA$nNG W/ 2-3 1/2'x1/4',
~ THRU BOLTS AND 2-1/4"x2 1/2'
00
~ 4" 3000 P.S.I. CONe. SLAB
10'x1'x1/8'
ALUM. FLA TBAR
STRAP
1/4'''x2 1/2'
TAPCON
o 0
FOOnNG
POST BASE W/ STRAP A TTACHMENT DETAIL
N.T.S.
Foamer Schedule I- x .1/4' 1EKS - roTAL REtlt1j!A. SIDE/BEMI
Beam SIze {S."'.B. OPTION 1 OPTION 24<3
#10 "2 "4 "0 "2 #14
8 6 " 5 16 12 10
~ 9 7 H ~ H
16 12 9.12 24 18
20 15 12 40 30 24
24 18 14 48 38 28
28 21 17 56 42 34
32 24 19 64 48 38
.2 X 4
2'X6
2X7
2X8
2X9
2 X 9X310
2 X 10
NOTE:
GUSSET MA TERIAL '" MIN. FASTENERS STAGGERED
THICKNESS SAME AS 5.M.8.. AND EVENL Y SPACED.
TOP PLA TE
(TYP. > l' X I' X 2'
ANGLE CLIPS EACH
SIDE OF POST V/ (4)
#8 X 1/2' S. H. S. OR
[ 2 1/8' (DASHED)
OPTIONAL
[2l/B'X2'
IN LIEU OF
(2) L I' ~ r X 2'
2 X !:f.- POST
2;X2' CHAIRRAIL
l' X2' BOTTOH PLATE
'..,
." ..
" 1/4' .if 2 1/2'
. . · CONe. A.B.
o 24' O.C.
..
...:
.. .
THESE STRUCTURES DESIGNED WfTH
THE 2004 FLORIDA BLDG. CODE
&: CHAP. 6 OF ASCE 7 FOR 135 MPH WfND
VELOCITY (3 SEC. GUST) EXPOSURE A-D.
VOID AFTER 2"'-1-07'
DA V1D NORRIS ENGINEERING
112 COLEMAN RD.
WfNTER HAVEN. FL. 33880
(863) 299-1048 P.E. 321B6
Pg. 1-E
"\ .<
BEAM TO POST CONNECTIONS
['1 1/2- X 2 1/8- X .050- RECEIVING
CHANNEL SECURED TO 2- X _ POST
w/ 110 X 3/4- TEJ<S 0 1" O.C. .
STAGGERED AND SECURED TO BEAM W/
110 X 3/4- TEKS 01" O.C. . STAGGERED.
EACH SIDE.
(OPTIONAL) (2) L 2- X 2- X .050- MAY BE USED
IN UEU OF RECEIVING CHANNEL
2 X ~ TOP PLATE
w/ (2) 110 5.M.S.
NOTCHED 2- X 'P 5.M.8. I I
TELESCOPED OllfR 2- X 3 POST
AND SECURED W/ 110 X 3/4- TEKS
o 3/4- o.C. STAGGERED Of' EA. SIDE
t:JDlE; 5.M.8. USED AS POST MA Y
TELESCOPE OVER S.M.B. USED' AS
BEAM
OP T10N 1 DETAIL
N. T.S.
OPTION 2 DETAIL
N. T.S.
2 X 3 INTERNALL Y
SCRE'KD W/ 2- X 110.
((4) / COL)
110 X 3/4- 0 3/4-
D.C.. STAGGERED ON
EA SIDE.
170 X 3/4" 0 3/4-
D.C.. STAGGERED ON
EA. SIDE.
NOTCH' 2 X_S.M.8. TO
OVERLAP 2 X---POST
2 X 3 SPEOAL
2 X 2 X .040-
1 X 2 TOP PLATE
170 X 2- INTO 2")(2-
o 24- O.C. (MAX)
2 X 4- (MIN.)
POST
2 X 4- (MIN.) 5.M.8.
NOTCHED: TO RECElVE
ROOF BEAM.
OPTION 3 DETAIL
N.T.S.
2 X _ S.M.B.
OPTION 4 DETAIL
N. T.S.
BUILDING SHALL COMPLY WITH
ALL APPliCABLE BUllDING,
ELECfRlCAL, PLUMBING AND
MECHANICAL CODES.
[ 1 1/2- X 2 1/8- X .050- RECEIVING
CHANNEL W/ 110 X 3/4- TEKS, 0 1- O.C.,
ST AGGEREO ON BOlH SIDES.
.CONNECT [ CHANNa TO FASOA
W/ #10 X 1 1/2- S.M.S. 0 1" O.C. STAGGERED
NOTE:
MIN. 1 1/2- FASOA lHlCKNESS, SECURED TO
END OF TRUSSES W/ (2) 110 X 3- S.M.S.
N. T.S.
THESE STRUCnJRES DESIGNED WITH
. THE 2004 FLORIDA BLDG. CODE
& CHAP. 6 OF ASCE 7 FOR 135 MPH WIND
VELOCITY (3 SEC. GUST) EXPOSURE A-D.
VOID AF1CR 2-1-07
DA VlD NORRIS ENGINEERING
112 COLEMAN RD.
WINTER HA VEN. FL. 33880
(863) 299-1048 P.CO 32186
Pg. 1-F
BEAM
TO FASCIA
CO.NNECTION
SUPER GUTTER CONNECTIONS
2- KfOE" X .050- Da'RUDBJ STRAP' 0 EA. BEAM CONNE"CT1ON
W/ 1/4-_ X 2- LAG SCREW THRU STRAP INTO FASCIA.
(2) "0 X .1/4- m<S
(2) "OX.1- SCREWS.O E"A. RAFTfR (TYP.)
(PRE-DRILL TO E"NSURE" HITTING RAFTER TAlL)
S.M.B. & GUTTER CONNECTION
OPTION 1 DETAIL
OPT1ONAL STRAP CONNFCT1ON
.CUO- X 1 1/2- STRAP
o EA. ALUM. RAFTER' iJB.
[ 1 1/2- X 2 1/8- X .050- sECURED TO GUTTER
W/110 X 3/4- TEKS. 0 1- O.c. STAGGERED
AND TO BEAN W/110 X 3/4-
lEKS. 01. O.C. (STAGGERED ON EA. SIDE)
P.T. LUMBER BLOCKING
(COOT.) IF REO'D.
2- KfDE" X .050- CXTRUDBJ
STRAP 0 f'A.. BEAM .
CONNECT1ON W/ 1/4- 'X 2-
LAG SCRE"W THRU STRAP INTO
FASCIA W/ (2) "0 x .1/4-
m<S INTO SUPE"R GU77CR
7/8- FERRULE KfTH .1/8- X S-
. LAG SCREW 0 24- O.c.
MOOD FURRING 0
EA. RAFTER IF NEEDBJ
S.M.B. & GUTTER CONNECTION
OPTION 3 DETAIL
ALL DETAILS SANE AS OPll0N 1 EXCEPT AS SHOWN
S.M.B. & GUTTER CONNECTION
OPTION 2 DETAIL
ALL DETAILS SAME AS OPll0N 1 EXCEPT AS SHOWN
BUILDING SHALL COMPLY WITH
ALL APPLICABLE BUILDING,
ELECTRICAL, PLUMBING AND
MECHANICAL CODES.
THESE STRUCTURES DESIGNED WITH
THE 2004 FLORIDA BLDG. CODE
.to CHAP. 6 OF ASCE 7 FOR 135 MPH WIND
VELOCITY (3 SEa. GUST) EXPOSURE A-D.
VOID AFTER 2-1-07
OA VlD NORRIS ENGINEERING
112 COLEMAN RD.
WINTER HA YEN, FL. 33880 P 1 G
(863) 299-1048 P.E. 32186 g. -
NOTE: STRUCTURES DETAILED 'IN THESE PLANS WERE DESIGNED WITH
THE 2004 FLORIDA BLDG. CODE & CHAP. 6 OF ASCE 7 FOR 110 up to 135 MPH
~SEC. GUST) (DEFLECT/ON = 1/80 MAX.) REVISED 10/1/2005
2006-Jan-23 04:39 PM PROGRESS ENERGY 8137150824
1/1
a ~resS Energy
January 23, 2006
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Mirage Pools & Spa's
6440 Fort King Road
Zephyrhills, FL 33542
Phone: 866-824-7894
Fax: 866-824-7894
............ -----------
SUBJECT:
PROPOSED SWIMMING POOL CONSTRUCTION AT:
Bisson Residence
39027 6th Avenue, Zephyrhills, Florida
Dear Valued Customer:
Thank you for notifying us of your proposed swimming pool construction at the above
location. We have checked our facilities for this location and there does not aooear to
be any conflict with the location of the pool.
Therefore, we have no obiection to the proposed construction.
Please call Sunshine State One Call of Florida (1-800-432-4770) a minimum of 48
hours before YOU dia.
If you have any questions or require any additional information, please call our office at
813-780-6944.
Sincerely,
PROGRESS ENERGY FLORIDA, INC.
~~~
Darryl Foshee
Distribution Engineering
DF/atn
SOUTHCOAST DIVISION ENGINEERING. 4121 St. Lawrence Drive. New Port Richey. Florida 34653
Telephone (727) 372-5159 Fax. (727) 372-5117
PROGRESS ENERGY