HomeMy WebLinkAbout06-5531
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
5531
Permit :5531 Issued:
Permit Type: GENERAL BUILDING PERMIT
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: RV PARK
Sq. Feet: Est. Value:
Cost: 15,000.00 Total Fees: 157.50
Amount Paid: 157.50 Date Paid: 3/07/2006
Address: 3433 AQUAMARINE
ZEPHYRHILLS, FL.
Township: Range:
Lot(s): Block: Section:
Book: Page:
Subdivision: EMERALD POINTE RV RESORT
Parcel Number: 24-26-21-0020-00000-0570
Name: KEN LEY CONST. MAINT.
Addr: 37636 CARIBBEAN DRIVE
ZEPHYRHILLS, FL 33541
Phone: 813782-0624 Lic: Phone:
Work Desc: VINYL ROOM/SHED AND PATIO COVER
EM LD 0
3433 AQUAMARINE WAY
ZEPHYRHILLS, FL. 33542
/'~
(/\0(\\olf
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R
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 colTeCtions 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."
~~L'~ ~ ~~
CONTRACTORS SIGNATURE PERMIT OFF I
CALL FOR INSPECTION - 8 HOUR NOnCE REQUIRED
PROTECT CARD FROM WEATHER
CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DEPARTMENT 5335 8D St, Zephyrhills, FL 33542
813-780-0020 FAX: 813-780-0021 ~/_ f
DATE RECEIVED ~
PASCO p~RMtr SE:'RIfICE
PHONE CONTACT FOR PERMITTING r-.g{q(Q-8?z.t-7S9LJ
OWNER'S NAME
5,1- ko
S7
PARCEL ID # {(;2jf- ~-- .;L/- () () .;).tJ- cIOC)()Q
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: ~NEW CONSTRUCTION
DSIGN
o ADDITION
o MOVE
o ALTERATI ON
o DEMOLISH
o REPAIR
o INSTALL
PROPOSED USE: DSGL FAMILY DWELLING
o COMMERCIAL
OMULT I - FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
~OBILE HOME
o OTHER
BUILDING SIZE
o RESTAURANT & HEALTH DEPARTMENT APPROVAL
te WlQqe / I//n:; IO{02::l11-eo1!;/l/- -I Pd/~ CONr
SQUARE FOOTAGE 'IS) JP HEIGHT
DESCRIPTION OF WORK
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. f'JOC
~ILDING
$ J 5:006 69-
I
PERMITS REQUESTED
VALUATION OF TOTAL CONSTRUCTION
o ELECTRICAL
AMP SERVICE
o FLORIDA POWER
o W.R.E.C.
o PLUMBING
o MECHANICAL
$
o GAS
o ROOFING
o SPECIALTY
VALUATION OF MECHANCIAL INSTALLATION
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
~~~~~'tCS~9T(iC)b.l
BUILDER, /57. 5u COMPANY Ken Wi /R(f Gns ..JnehtJ'n
SIGNATUREi~huM~~'Y 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. NOTICE 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 contractors 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 "Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs 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 may be an indica~ion that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been 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.
Appli~ation 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 will 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 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 abatement
I also certify that, if fill material is to be used in Flood Zone "A" or "A, etc.", it is
understood that a drainage plan addressing a "compensating volume" will be submitted which
is prepared by a professional engineer registered 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, construction, 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 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. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEM NT. JOBS UNDER
$2';,--'Z:.!~D AND POST A "NOTICE OF COMMENCEMENT",
SIGNATURE: OWNER OR AGENT
STATE OF FL~DA
COUNTY OF uS LL'>
The foregoing inst/ument was ack?Fwledg~~
Before me tp~s J/'1CT daY'1';Qf fY}d.rc , 2ll::::!e
by Er!.u..'~ \S (lr()
(name of person acknowledged)
~hO is personally known to me, or
STATE OF FWR~--"-
COUNTY OFC 05 .,
The foregoing ins;Jument wa1n
Before me tpis ~C\BN of 1'/
by /Ce}...M 'f 1L it); Ny ,
~ (name of person acknowledged)
~ho is personally known to me, or
'-
o who has produced
(type of identification)
and whoO did Odid not take an oath.
~~~(,-D L~ WJ'~
Signature of person taking acknowledgement
NOTARY PUBUC.STATE OF FLORIDA
Name typed ~ O~~c;H~Ul~~1)
, ommlsslon Tf D510984
Expires: OCT. 16, 2009
Bonded Thru Atlantic Bonding Co,. Ine
Owho has produced
(type of identification)
[llid not take an oath
and wp.o IOd~d
c~Jv, f1{Yi'
(/t{H1A--
Signature of person taking acknowledgment
,,;TA.RY PUBUC-8TATE OF FLORIDA
_~cic ~
Name typ . ' '. si8f.# ~9g4
j ,ExpIres: ,OCT. 16, 2009
. onded Thni Atlantlc Bonding Co., Ine:.
c~ (.,D Zf+
NOTICE OF COMMENCEMENT
State of-.Elo n cd fL"
County of-.Ya<.c 0
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,
and in accordance with Chapter 713, Florida Statutes, the following information is provided in
this Notice of Commencement:
1.
2. General Description of Improvement
?:c(eai1 ('oom
II11I111111111111111111111111111111111111111111I1111111II1I1
2006043171
3. Owner Information: Name EdwClrd $; +ko
Address 3133 Arto. flho.rtri~ \~ity h
Interest In Property: 0 (0 {)..e.r--
State R- 335ZfO
Name of Fee Simple Titleholder:
(If other than owner)
Address
4. Contractor: Name .k€' f\ Wi 1":0
Address 31~')3f.:- Cttr.ckbectt'} Dr
5 C" \t'Y) .e.....
Rcpt:975071
os: 0.00
03/03/06
Rec: 10.00
IT: 0.00
Dpty Clerk
City
(-0 n s -tr Uclr ~ Y1
City :JrhrJrt lis
State
State_R-~ 391/
5. Surety: Name
Address
City
State
Amount of Bond: $
JED PITTMAN, PASCO COUNTY CLERK
03/03/06 12: 49~ 1 A~ \.
OR BK 6860 PG 0/'1'
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 recei ve/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 date
of recording unless a different date is specified.)
Signature of Owner: 6-q"~~ ~o
Sworn to and subscribed before me this ,]/lrl day of
~ .
." . ,'lL ~~
Notary PublIc: ~"'PTJBlICS'FAiEorP'I
_____ .' toltillA
" . , , , ' . StaCIe Cross
My CommIssIon ExpIres: CO~mi~!:ioQ 6D:0619964
Expll'es: ocr. 16 2009
PC93053048/ A Bonded Thni Atlantic Bonding Co., Inc.
mtl./L~A
, 20 {)b .
KEN WILEY CONSTRUCTION MAINTENANCE INC.
STATE REGESTERD CONTRACTOR RX0059630
37636 CARIBBEAN DRIVE
ZEPHYRHILLS FLORIDA 33541
PHONE 813-782-0624
FAX 813-782-9835 CELL 813-417-6818
,EMAU.. loyken l@msn.com
Proposal submitted to EOtJAR.b 5ITI<o ,?/-I- Sf)(,-~/2-6(!:/
3 'f:s '3 A-l(Lt4MA/,Je:: W /4' /
Specifications L ~Pf.hfl{j.lfl(.s FL 33 S-t./-o
A- Po N IE tV D t;CI<. ~ 13 >( I t:' ~ !;EM()lJl5L- 0 LlI1J'It. WINDOtJ ROOM.,SlIbb DN
C ~A 0 E P, E SI [):E -r 0 /VL A rc u. ';.x 15n ~ ~ I}DD 'f 'I. r; ^A1.SG/? -.;>rD(j(>
W IT I-/.. C?/Ztck s flEf.s '":<.. /(AH-I N ,/--~~
k :yt.23~ /. We hereby propose to furnish labor and naIs complete\in a cordance with the above
I..L. d or attached specifications, for the sum 5' ~ P s Permits and Engineering.
~ II 0 ) Deposit S- ~ 41~ Draw Sc du1e l) 5" I ~
Balance ,~v-o-n "0 Plus any E
All materials guaranteed to be as specified. All work shall be completed in a workman
like manner according to standard practices. Any alteration from the specifications
involving extra cost will become an extra charge over the above specifications payable at
the time .of change
All agreements contingent upon strikes, accidents or delays beyond our control. Final
payment due the day of substantial completion paid to the installer or authorized
representative. We shall then issue a Wavier of Lien. Amounts past due are subject to
1 ~% per month interest, shou1d collection be required, owner shall pay reasonable
attorney fees. Venue of any suit concerning this proposal shall be in Pasco County,
Florida. This pro osal subject t acc pt ce within,/ days and is void thereafter at the
option of
Acceptance of proposal
The above prices, specifications and conditions are hereby accepted and you are
authorized to perform the work as specified. Payment will be made as outlined above.
Accepted; Signature ~ 7tE~
Date r::: G & .2.. y0 t: Signature
Property description 2.'" -:( t, -:2/- () 0;)" D - ~ 0 () 00 - ;1570
^J 'f>7f:2 A- [:J 0 P4- N C/I-4-s E
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BUIL~G SHALL COII,.1, PLY, WITH
ALL PLICABLE CITY OF
ZEP LS ORDfN,j.NCE.
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REVIEW D:~~ IL
CITY OF Z OFFICIAL
BUILDING W1TII
OMPLY
SHALL C UILDING,
BUILDIN~lCABL~ ~.n,ING AND
ALL APP AL PLUlYLV
CTRlC , CODES.
ELE,....,y '" llJlCAL
MELo~u
L
Approved Product List
Product Category Sub Category Manufacturer State of FL
Approval #
Roofing Composite Pane Metals USA FL 2291
Roofing 3" Riser Pan Metals USA FL 1793
2" Prime Entry Door Swinging Custom Windows FL 161
Exterior Door Swinging Therma- Tru Corp. FL 1170
Glass Patio Door Sliding Custom Windows FL 157
(9000 Series)
Garage Door Sectional CLOPAY FL 549
Glass Window Single Hung Custom Windows FL 163
(3500 Series)
Glass Window Horizontal Slider Custom Windows FL 153
(7000 Series)
Glass Window Single Hung Phillips Shed FL 2333
Acrylic Window Horizontal Slider Custom Windows FL 5200
(5200 Series)
Vinyl Windows 2 & 4 Track Vertical Custom Window FL 1575
Siding Vinyl Siding Georgia Pacific FL 1606
Struct. Component Wood Connector Anchors Simpson Strong-Tie Co. FL 474
Struct. Component Wood Connector Anchors Simpson Strong-Tie Co. FL 474
Struct. Component Wood Connector Anchors Simpson Strong-Tie Co. FL 1901
Struct. Component Wood Connector Anchors Simpson Strong-Tie Co. FL 474
Struct. Component Wood Connector Anchors Simpson Strong-Tie Co. FL 474
c.:r'.jGINE:..;:('S NOT:..S - ~
3ASIC _'dIND ::!ELOCITY )t'o7 M, ,pP'H, J~SEC GUST~
IMPORiANCc.: rACTeR ~17
EXPOSURE CATAGDRY /D
INic.:RNAL PRESSLR[ ~IENT=+/-O
C&C DESIGN VIND PRESSURE =+20/-28 PS"
SC~[EN PRESSURE=)4 PSr
MAX DEFLE::CTION =2 46" !~/60=168/60=28" ALLO\.JED I
MAX MC,'-1ENT CPANELS)=7,600 IN LBS
MAX FIBER STRE:SS=MC/I=14,770 PSI
~
--r-~
2x2x062 ANCI '" I
EACH SIDE
;-2'x3'X04S' ALU~:NU~ COLU~N
(3'x3'X04S' ALUMINU~ COLUMN@ 4 CORNERS>
OR AL TE?NAT;Vr~
062'U CUP -
~2> #10 SMS
~ CORROSION RESISTANT(2)
,; )'x2' ALUM
PT 2x4 DECKING
FASTEN TO UOISTS
w/#8x3 DECK SCREwS
BASE PLATE (TyP)
!
#10 TAPCONS X 3 1/20
-C,ORROS,ION, RESISTANT 2'
M:N IMBEDMENT IN 2'x6'
PERIMETER JOISTS
i
/PT 2'x6' PERIMETER JOIST
I . (
!~,--I-24'MAX D,C.-__
I TYP:CAL
I
~
ALUM FLASHING UNDER EXISTING DRIP EDGE
TO EXTEND 12' OVER PAN ROOF
'-
'-
~
tOO X 5/8' SMS
wASHER/SEAL HEADED
CORROSION RESISTAtH~.'
\1'1
\ 1
'1
'-
DETAIL OF
POST TO DECK
CONNECTION
HoS T S T Rue ~UR[
[XISTING Ruor _
,::::,~,::::.::::/
:::". -
!l10 x 1/2' CORROSION RESISTANT
~'-- PURPOSE SCREw I
'-12' APDROX--,
I I I i
~I'-I I -':::::'::::
\.II~ .
~' ~' _/- /- - - -
........---! .. '-
I' l' CONTINUOUS ALUM FLASHING
iNSTALLED 0' "IN UNDER
! rIRST ROI.' or SHINGLES
---lJ, DR UNDEr< DRIP EDGE
CONTRACTER TO VERIFY CONDITION OF HOST STRUCTURE
FASTEN RECElVlNG CHANNEL TO HOST 2x4 MIN FACiA
'w'ITH #IOx2' SMS OR LAG SCRE'w'S@ 12' DC, MAX
(2) RO\.lS STAGGERED
ENLARGED VIEW @
TYPICAL ROOF CONNECTION
#10 X 5/8' HEX HD CORROSION RESISTANT
METAL SCREw,wASHER&SEAL
APPRoX 4' DC MAX, AS SHOwN r-:- - - - - - -
f-o SCREwS IP?>NEL BOTH ENDS) \ Ix;=O& IN4 ,H ,...-j-,
' ABOVE L=12' USe:: (5) SCRE\./S/PANEL x~ " ! i
---1' -------r------- \ : #,ox~ ~.20~MS ~l
... I ADD IX2 OPEN BAG( e
....._ INSIDE
c. I ALTERNATE CONSTRUCTIO~
\ Al TERNATIVE FASTENING METHODI ALUM COLUMN DETAIL
~FAST[N CAPRI CUPS 'w'1 I AL TERNATIVE 10 2x3 STUD:
\.1/(2) #10x3/4' TECHS FOR CONVERSION DF
EACH FLANGE \ EXISTING SCREEN RODMS
I IN'ITH 2x2 STUDS
~ - ~37X,04S~L CO-LIJM-N-
/2x2x~2- A~ -
! EACH SIDE (3'x3'X04S' @l 4 CORNERS)
r(2) \\10 SMS
( DRo~~1cjR~~pVE~ CORROSION RESISTANT(2)
I l'x2' ALUM
I BASE PLATE (TYP
I: . . ~
"~;:-~l~'~:- m T~PC~N'S 3 ;/2,1" 'J' . , '~ONC SLAB
'- -CORROSION RESISTANT,
, ~2; MIN IfoIBEDMENT '
I 'r; ~~ 2'x3'X 04~'~ i--6' -2V~tI~RC--
2 ~~~ ..., '- " DETAIL AT
u .' ~ _______ POST TO SLAB
2'x3'x,045' ~ ~~J~~O~E~\';EEN FRAME - - ______ CONNECTION
V) I MEMBER AND HOST STRUCTURE - - - -
: ATTACH TO HOST STRUCTURE
6~TH *110x3' LAG SCR['.JS 12' k~
REVIEW DATE::=-? ~ ck
ClTY OFZEPHVRl L }.
BUILDING OFFICIAL 'jtlL2J:.~
ATTACHED SCREEN ROOM l~
WITH RISER PAN ROOF (3105 H2B)
OR 3" x ,032" COMPOSITE PANEL ROOF
ON DECK OR CONCRETE SLAB
'11 A Y ALSO HAVE ACRYLIC OR VINYL "BLOW OUT"
WINDOWS THAT SHALL BE REMOVED WHEN WIND SPEED
EXCEED 75 MPH, 3 SEC GUST
3'x4'x,032' COMPOSITE PANEL
ROOF FASTEN'w'1 #14x4 1/2'
@ 12' DC AT ENDS AND RAKES
OR
12'x3' x,032' RISER PAN ROOF
3105 H28 Ys =23KSI I'-~"
FASTEN 'w'1 (3) *110x3/4' VASHERI I !i
SEAL HD TECH SCRE'w'S@ BOTH ENDS :: @
!,. o' D.C. AT RAKE EDGES · '0
W
Q::
:J
r-
U
:J
CL
r-
(/)
i
3 1I8'X3"X.06' I
RECEIVING CHANNEL I
FASTENED TO VALL STUDS I!!'
OF HOST STRUCTURE AT
EACH STUD '~ITH ONE 'i
1/4"Xl 1/2'LAG AND 3/4" !
'~ASHER COROSION RESISTIVE!
i
ENLARGED VIEW @
ALTERNATE ROOF CONNECTION
r-
(/)
o
"1
2'x3'X,045
2'x3'x06
ALUM COLUMN
I
-----~
2 1/2' X 1 1/2' RECEIVING CHANNEL
THRU BOLTED TO POST '~ITH
5/16-18 BOL TS FOR SIDE BEAM
CORROSION RESISTANT BoL is,
\t/ASHERS, NUTS- TYPICAL
LL-
CONNECTION DETAIL OF
POST TO 2"x3" 5MB
2'x3'X045' ALUMINUM COLUMN
~' OTE SEE AL TERNATE CONSTRUCTION DETAIL
USING lx2 OPEN BACK \,./ 12X2 TUBE
SEE CONNECTION DETAIL FOR EITHER
VOOD DR CONCRETE DECK
\
"
3'xI2'x.032'
RISER?
SEE CONNECTION
DETAIL
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NOTE STAIRS &RAILINGS TO
CONFORM TO FB,C, 2004
SECTIONS R311 &R312
RESPECTIVE\... Y
~
"
~
2'x3'x,045' I
,
2'x2' MIN SCREEN BEAM
ZX
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1/1
w
.:>:
<!
>
I
ALU,M 7ERMITE
SHIELD @ I I i
EACH PIER /:J1 ' '
8' x8"x8' I'SCREEN ROOM MAY BE BUILT
:ONC, BLOCK
nR cQUIV VARIOUS LENGTHS
- ~ i FRONr ~EE~~TlON ~
4'X16'X16' NOTE MAY ALSO 3E CONSTRUCTED IN 3000PS; CONCRETE ~
CCNC PAD SLAB 4' ThICK VI 6x6/10-IO ''/'NM OVER 6 MIL PO!_YC'lU~
::JR EQl.JUIV FIBER MESH IS ACCEPTABLE Al TERNATlVE TO ''/wM
'=lVE? CLEAN COMPACTED ERNITE TREAit::D SOlL,
2'x2'x04S'
NOTE
AUGER ANCHOR @ ~ACH
32' IMBEDMENT JF 36' L\UG['!~
SECURING PERI,MITER GIRDERS
wITh ASTM#123-89A STRAP OR [QUIV
TYPICAL
SIDE ELEVATION
NOTE NO rOOTERREC'D EXCEPT 'w'HEN ADDRESSING E,RRDSION
4' 3)00 ~Sl NOl"lNAL SLAB 'w'/0 FLJiJTER MAY
BE USED eN LE\lE_ GRour~D UP TO SLOPES SF'" 1'/12'
H8.'.J12'xI2 ,"'01<' GRADE SLOPE ,::;I<'EATER THAN 1'/12' UP TO 2'/12'
'-'!"'w'=12'xI6' FOR GRAiJE SLOPES GREATE THAN 2'/12'
,\;E'w' SLABS TO HAVE EI,' "R 6'xo'-1I10/1' 'w'\JM
2R "':3ERMESH \
W\)), p-
l-
V)
o
I
: her?by :::er"':if'y tho.-: : hove ::;e..-;orrH?O o.nd reviewE':l -:h!S pl~n o.nd round
~ .to ce In CDr'1p':ilnce With sectiDn 1609 d' the "'lcr"clc. 3wi'd:ng Code, 2GO~ ed,tlDn
:end AS:::E 7-02 1,. sectiD(', R301 of FBCR 2004
O:NGINO:E:R I
I ! C~N,-E ;:tS36C8 i
~o. VID/,:
S'"1i"tri,D~
D.vV.SMITH, P.E.
rLORIDA PROFESSiO~AL E~GiNEER ~iCENSE NUMBEi< 53608 ,
Custom Home Plan Service '
9909 .,AlLA\TCN CRIV(-)AD( CiTYJlCRIDA 335:5
P..{lt{. J'52.S2i-CB65 rA1.: j52-52!-JS67 [-HAIL: le?hyf'27@gtt.nf't
PASCO PERMIT SERVICE
SUZAN,NE BAHR 913 788-53:4
$H([7 ~f
ATTACi-<ED
SCREEN KOOM
1 OF
SCAl[ I
. 1 '4."-1'-i
I / ; i ' i
i )(StGN/DRAIJN I
!D.NSMITH,PE I
;">ART "jO.
i :0
~ATE:
CJ2/27/06
cH[CK;: C
SCRN 02LSb
ENGINEER'S NOTES:
1110 X 1/2' HEX HD CORROSION RESISTANT METAL SCREW
&\../ASHER&SEAL
APPROX 4' DC MAX (] SCRE\../S IPANE~ BOTH ENDS>
AS SHD\../N
~~ 3 S~~
1 THE BASIC DESIGN ',JIND SPEED= ~.7I c..~
2 THE WIND ]V,PCRTANCE FACTeR IS U.n
3 THE WIND EXPOSURE CATAGORY USED IS 'B'
4 THE INTERNAL PRESSURE COEFFICIENT cOR OPEN
5 C&C DESIGN ',JIND PRESSURE =+18/-27 psr
GUST
BULDINGS IS 0.00
ALUM FLASHING
INSTALLED 6' MIN UNDER
FIRST ROW OF SHINGLES"
- \
OR UNDER DRIP lOGE \
\
12' APDRDXl-i
ROOF
VALENCE CAP \
1:l8xl/2' CORROSION RESISTENT
VASHER HEADED SCREVS
\
\
118 X 1/2' CORROSION RESISTANT
ALL PURPOSE SCREV
ALUM FLASHING
;r INSTALLED 6' MIN UNDER
FIRST ROW OF SHINGLES ,_
i OR UNDER DRIP EDGE ,/_:.:,~.-:.:::::
I'MIN- j - ...-,..::.::,-:;::::...-.....-
: .--..~~;:..~:..-..
1- I' ...-"...-.-:."-:;:::;::::,--~"
." --.- ." --
---......-:-~:::::::--.. -- ..-'- --..-"
.-.,
,...-'
/,/' EXISTING
ROOF
2'x4'x,044'
ALUM TILT BEAM
CASTEN 3x12x032 ALUM PAN ROOF PANELS
l05-H28 ALUM TENSILE=28KSI/YIELD=24Ksr
BOTH ENDS IJI 1l10x3/4' TEKS
(3) SCRE'..'S PER PANEL EQ SPACED
CORROSION RESISTANT
--..-
FASTEN RECEIVING CHANNEL
TO HOST 2x4 MIN FACIA WI
1l10x2' SMS OR LAG SCREIJS
@ 12' DC ,"1AX <2> ROWS STAGGERED
NOTE CoNTRACTER TO VERIFY
CONDITION OF HOST STRUCTURE
4X VIEW @
FACIA ATTACHMENT DETAIL
1/2-13 HEX HD BOLT, WASHERS &NUT
CORROSION RESISTANT (2)
11 GA INTERNAL ALUM BASE
PREDRILL VERT FLANGES
<2> 1/2' THRU BOLTS
(6) 1/4' TAPCONS/'..'ASHERS~NUTS 2' MIN
CORROSION RESISTANT
I.~\.
"'\ ,:~, .'-'0:'.,.- ;/-;0;" ~:::-"
3/8-16 HEX HD BOLT, VASHERS ~NUT
CORROSION RESISTANT (2)
I' CONCRETE SLAB OR FOOTING
lITH 6X6 10/10 WWM OVER
; MIL POLY FILM OVERLAPPED 6'
JVER CLEAN COMPACTED SOIL
..'ITH EDGES TAPED
2'x4'x063'
ALUM TILT BEAM
DETAIL OF
END POST TO CONCRETE
CONNECTION
3'x3'x063'
ALUMINUM COLUf',NS @8' O.c. MAX
TYPICAL (J) IN rRONT@ 8' O.C
GRADE
~
I ~ : 6
I" U"
r I. 06
f I
! 21 I
1-- -l
ENLARGED VIEW @
I COLUMN TO 8MB
1- - - - -- - - - -- - - - - - -- - - - - - - -- - - - - --I
ALTERNATIVE i
:062'INJE2~~L 3'x3'X063' ALUMINUM COLUMN ,
" ' I
2'x2'x062' ANGL~' \ 4/16-18 HEX HD BOL T, VASHE'RS ~NUT ,
EACH SIDE CORROSION RES1STANT(2) ,
,c="1 l'x2' ALUM BASE PLATE (TyP) I
'I' PT 2x4/DECKING
F'ASiEN TO JOISTS
v/~8x3 DECK SCREVS I
I
-'
(\j
I
,
...,
I .
I g
1\
- {
~\\ I 'PT 2::::~ POE;IMETER JOiST
TYPICAL DETAIL OF \, i TYP1CAL
ALTERNATIVE WOOD DECK \ ~10 TAPCDNSX 3 1/2'
POST TO DECK -CORROSION RESISTANT
CON~ECTIO~ 2' M!N 1l<lBEDMENT IN 2'x6'
PERIMETER JOISTS
3000 PSI CONCRE';: 2.x2'X2' 'DOTiNG
OVER CLEAN COMPACTED SOIL
3'X3'XOE, MIN ALUM COLUMN IMBEDDD 2' MIN I.N
PIER '.ITH i ~ 5 X :2' REBAR MOUNTED CROSSIoiISE
~CENTRAL THRU COLUMN APPRO X 4' FROM COLUMN END
(3) PIER rOOTINGS LOCATE D PER PLAN
ENLARGED VIEW
ALTERNATIVE PIER FOOTING DETAIL
HOST STRUCTURE
~
'T.=':':.:':'~
12
~ 3/8-16 HEX HD BOL T, WASHERS &NUT
CORROSION RESISTANT (2)
w
'"
::l
U
::l
'"
r-
I/l
r-
I/l
Cl
'I
W
0:::
::)
l- X
U
::) <1:
0::: 2:
l-
(/) -
0
I- ,.--<
(/)
0
I
! ---,:>'
I MAX
3'X3 I/8'xl0' BREAK FORM CHANNEL
ATTACHED TO HOST STRUCTURE
V/ 1:l10X3' SMS CORROSION RESISTANT
@16' O.C, TO HOST STUDS
STRIP SEALANT BETVEEN FACIA&HEADER
1T
MAX
~D X
1<1:
-2:
c:p
3'x3'x.063'
ALUMINUM COLUMNS @8' O.C, MAX
TYPICAL
3/8-16 HEX HD BOLT, VASHERS &NUT
CORROSION RESISTANT (2)
II GA INTERNAL ALUMINUM BASE
PREDRILL VERT FLANGES
(2) 3/8' THRU BOLTS
If COLUMN FASTENED VITH
3/8' XS' EXPANSION BOLT
2 1/2' MIN ENGAGEMENT VITH SLAB
,t I
I' .'; ',c: -" ~ --- - - - 4\ '-------- ------- ----------~~i~~~ ~::~~~I?_ J2.
II I NOTE NO FOOTER REQ'D EXCEPT WHEN ADDRESSING ERROS:ON BUILDING OFFICIAL~~ ll) )}.., t
Y4' 2500 PSI NOMINAL SLAB WID FOOTER MAY f-~
!-W-j BE USED ON !.-EVEL GROUND UP TO SLOPES OF 1'/12' (
I H8.W=S'xS' FOR GRADE SLOPE GREATER THAN 1'/12' UP TO 2'/12'
H8.W=12'xI2' FOR GRADE SLOPES GREATER THAN 2'/12'
~~'WFISBLtRBMSESTHO HAVE EJiHER 6'x6'-1l10/10W',..:M COVE RE D AD D ITI 0 N
~~50F~f?E~/NIOTi5 REBAR CONTINUOUS TYPICAL SIDE ELEVATION
NOTE: MAY ALSO BE CONSTRUCTED ON WOOD DECK
hereoy cer'tify thot I hove perfor!"',ed ond reviewed thiS pion ond found
it to 02 in cOi"'lplionce with the F'lorido BUilding Code, 2004 editicn
~~/
~\,-J ~,Jp
V\~ ! \ ,. ')..
Dovld 'vi Si"'lith,P E
[CUSTOMER
DESIGNED rOR 120 MPH \.IIND ZONE
PASCO CO:JNTY, FLORIDA
"B2"
D . 'V. S:\.-1 I T H , P . E .
rLDRI~A PROHSSliJNAl [~iN(ER U:ENSE NUHBtR 53b08
Custom Home Plan Service
9909 "^LLASTON DRIYE-DADE CITY, rLCRJDA 33525
~X' J'X-S,I'CB65 'A.X: 352-,)()-0867 (.~lL: z~pn'f!"D~g\t ilE't
PASCO PERMIT SERVICE
SUZANNr 3AHR 813-788-5314
SH([ T or
COVERED
OF 1
SCALE
AS NOTE!)
I OCSIGN/t::RAlJN
ID'NSMITH,P!::,
p^n:,:,o
~ '- I..i
I ENG1~EER c.;CE~CE '536C8 '
ENGINEER'S NOTES:
/
/
~J~
J~~\-3
SCREdS/PANEc.
PT 2'x4' BASE PL.ATE~
cASTEN TO \
PT 2'x6' PERIMETER JOIS-
\..11 (2) 16el @ 16' O~ \
STAGGERED ~
rALL C"X4' STUDS ,ASre-N:::D : C
/ P'RIWTER ~rAM \.I;TH -
/ S iN P S :,", N ~ V1 '" . l' 0 R ' Q L 1 V
APPutD :::>E, MrCRS SPECS
OR EQUIV
r
SIMPSON HDS OR EQUIV
I~A!...L E:XTEC;:IOR JOIST TO GIRDER
CDNN[CTIONS
~../..
THE D:::SiGN \>IIND SPEED 120 MPH "3 SEC GUST
2 TH[\>I!ND IMPORT AN:E r ACTOR 1 '),77
::; THe: 'diND e:XPOSURE ~ATAGORY USEiJ IS '13'
4 THE INTERNAL PRESSURE COEFTICIENT=.,.1-018 ENCLCSED
CATAGORY I BUILDING M[.NoR STORAGe: SH[D
5 COMPDNENTS&~LADDING DESIGN PRESSURES ARE PER
rBe TABLE 160963 DR R3012(2) rOR A MEAN Roor HEIGHT
LESS THAN 30 tT
Roor +12/-21 psr ZONE 13
\JALLS +25/-27 PSF ZONE 43
\
\
DETAIL F ;1
~N rASTENING~
--....
AUCt:R ANCHORS
STY!...E CREST~48364634
BRANDON, rLORIDA
DR EQUIVALENT
UPUrT eAPACITY=4,700 US
8' DC, MAX
F'ASTEN TO JOISTS @8' DC
MAX \J/ (2) 1/2' x3 1/2'
_AG BOLTS PREDRIL!... BEAMS i
,
ALUM TERM]TE
SHIELD CTYP)
4'x8'xI6'
SOLID CONC BLOCK
OR EQUIV
\>1=12' MAX
xLENGTH TO 24'MAX
TYPICAL WOOD DECK ALTERNATIVE
FOUNDATION
1/2' PL Y'dOOD SHEATHING
rASTEN PER STRUCTURAL PANEL NOTE
DBL 24 TOP PLATE
\.II CORNERS !...APPED
TYP \./INDO\.l MAY BE
(LOCATED AT ANY SIDE
2x4 STUD CDNSTRUCTIONi!!16'OC
USE SPl HURRICANE CLIPS AT
BOTTOM PLATE & SP2 AT DBL
PLATE TO STuD CONNECTIONS
@ LOCATIONS SPECIFIED IN
STRUCTURAL PANEL FASTENiNG NOTE
"
, .
. ' ,
rDBL
I
SCREV I
2XIO \.111/2' OSB
'-SP2
TYP
IlIO X I 1/2' HEX,",D CORROSION RESISTANT METAL
&'JASHER&SEAL INTO DBL 2x4 TOP PLATE
APPROX 6' DC MAX (TYPICAL BOTH SIDES)
#10 X 3' HEX HD CORROSION RESISTANT METAL SCREw
&wASHER&SEAL INTO DBL 2x4 TOP PLATE
APPRO X 2 1/2' O,C, :vlAX, (] SCREw'S /PANEL BOTH
AS SHOwN ABOVE @ DETAIL F
. , ,
DBL 2XIO \.111/2' OSB
I'
2x HEADER
SIMPSON MST
DR EQUIVAT
LOCA TION
I
0'
SH 3030
+20 PSF
-22 PSF
o
+18 PSF'
-20PSF'
o 0
I
SIMPSON SPH4 mR EQUIV-
STRUCTURAL PANELS
NOTE 1/2' CDX OR OSB STRUCTuR4l PANELS SHALL
OVERLAP THE TOP KEMBER or THE
DOUBLE ~OP PLATE 4ND ~HE PT, BOTTOM PLATE
RO'.lS or 10d NAILS 23' DC, SHALL BE 1/2'
"LNWBU~ toR81\fD~BdbM B~~~T~EMBERS or TOP ?LATE
~ANELS SHAll HAVE NAilS AT SPEC1"IEJ S?ACiNG or 6' DC
~ V[i<TICAL EDGES AND 12' MAX IN "IELD
,NO~E '.HERE '.IINDO'.lS JR DOORS iNTERRUPT ~",E
'.000 STRUCTURAL SHEATHING AND '.ITHiN .' JF
E4CH C:RNER AND ATTACHMENTS TO EXISTING STRUC~GRE
USE SIMPSON S?2~SPI OR EOUIV ~ TOP~30TTO"l ?lATE/STUD
CJNNE:.1JNS AP:>,-:E:D ~~R MrC'RS SPE:lrl:ATIONS
NOTE NO rOOTER REQ'D ExCEPT \';HEN ADDRESSING EPROSION
4' ~500 PSI NOMINAL SLAB \0110 FOOTER MAY
BE USED ON LEvEL GROUND UP TO SI_OPES OF 1'/12'
PT 2'X4' BOTTON PLATE
SECURE TO SLAB wi
1/2' EXPANSION 30L T
3' IMBEWENT h 2 1/2' NIN
2<1' DC APPRuX,\>I!THIN
l' or CORNEf?S&EACH SIDE OF'
DLJORS&'vilNDO',; OPENINGS
EDGe: DISTANCE
\ "
\ 0
\\LENGTH TO SUIT
~72'X78' PREHUNG
DOOR
,NOTE INSTALLATION Dr DOOR TO 3E
PER MANurACTURERS SPEClrICATIONS DBL
TO COMPLY \.lITH 110 MPH \JIND SPEED
REQUIREMENTS
CAULK AND SEAL DOOR BErORE rASTENING
o i
EXTERIOR FINISH
EXTERIOR FINISHED PER OwNERS SPECIFICATIONS
SIDING DR STUCCO AS SPECIFIED BY OwNER
16' MAX
o
!
I'
~ 0
I io
j
I
.'11.\';=12',,12' FOR GRADE SLOPES GREATER THAN 2'/12'
NE',; SLABS TO HAVE EITHER 6.,,6.-~10/10\.;wM
OR rIBERMESH
TYPICAL SIDE ELEVATION
Do.vlci,J SMi:h,::::> E
lllf,V/~
D . VV . S 2\11 I T H . P . E. PAN ROOF '';/ STUD,;AlL CoNST I S~(E~ or
FLORIDA PROFESSIONAL E'iGINEER LICENSE NUMBER 53608, . ~VOOD F~AME SHED :. n~ .
Custom Home Plan Service 116 W X LENGTH TO SUITI ' oJr
9909.ALLASToN DRIVE-JADE CITY,,~LoRIDA 335251 SCALE : DATE I >ART NO
PHONfJ52-521-C665 fAXJ52-52,-G867 ,-MAIL o.sfl eNrthlir.kr.et! AS ,",OTED '2/~2 05 'SHED 01-16
PASCO PERMIT SERVICE I DU :GN/DRA','N C~(CKED I'
SUZANNE BAHR313-788-S3\4 1,0 \V,SMITH,P E'I I 120
NOTE
-HE rDUNDATIO'l S.HO'';N ;S BASED ON
A r-IINIMU"I SOIL 3EARING PRESS'JRE
Dr 'OOOPSF'
: 'le....eby cer'''cif'y "cr':o. t I ""o.ve De"''::-or'Med o.r'() r'ev,ewed ths :]10.(' and '::-Ol-<nd
it to ce In C::)Mpl,io.ncewI'"Ch sec':lon :609 of' the "Ior':)o. Bulo,ng '::ode, 2004 edition
:)rd '-'IS::::E 7-02 & section R301 of' :-BCR 2004
, E'IGI'IEER '_!:::':CE -S3S08