HomeMy WebLinkAbout05-5184
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
5184
Permit Number: 5184
Permit Type: ADDITION/ALTERATION
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: RV PARK
Square Feet:
Est. Value:
Improv. Cost: 32,000.00
Date Issued: 11/28/2005
Total Fees: 373.25
Amount Paid: 373.25
Date Paid: 11/28/2005
Work Desc: ROOM ADDITION
Address: 3508 AQUAMARINE WAY LOT 16
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: EMERALD POINTE RV RESORT
Parcel Number:
N .
JAMES 0 MORTON ELECTRIC CO.,INC. PLUMBING FEE
SHOUPE ROY LEON JR
45.50
00~D
~
1
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: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Thirty-Five Dollars ($35.00) shall be made for each trip for each trade:
(a) Wrong address (b) Condemned work resulting from faulty construction (c) Repairs or corrections not made when
inspection called (d) Work not ready for inspection when called
(e) Permit not posted on job site (f) Plans not at job site (g) Work not accessible
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"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."
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances
NO OCCUPANCY BEFORE C.O.
~~
PERMIT OFFI
R INSPECTION - 8 HOUR NOTICE 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
PHONE CONTACT FOR
DATE RECEIVED i \- d d-05
PASCO p!;RMlT S~RIfICE
PERMITTING 1-'6G;.(Q-g).,Lf-789LJ
OWNER'S NAME
Le ,/1 VI e.- 5Oc-r1'\.-S
PHONE
JOB ADDRESS .3 5 ..tU2,r Iht:U'"I f7e-
LEGAL DESCRIPTION: LOT (S) / f&? Ph-I
PARCEL ID # ;'f-~6-~/-()O;;L()-O(JOO()- 01' 0
WORK PROPSED: ~W CONSTRUCTION o ADDITION
33.S'f 2..-
Ef/neYJri ~(~
(OBTAIN FROM PROPERTY TAX NOTICE)
DALTERATION
o REPAIR
o INSTALL
DSIGN
PROPOSED USE:~ FAMILY DWELLING
o COMMERCIAL
o MOVE
o DEMOLISH
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
o OTHER
DESCRIPTION OF WORK rOt) m
37 S t/:1
CJ RESTAURANT & HEALTH DEPARTMENT APPROVAL
adtlrl,~t1
BUILDING SIZE
SQUARE FOOTAGE
17zk
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
hILDING
e--ELECTRICAL
$
3.:2. () () 0 02-
,
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
o FLORIDA POWER
o W.R.E.C.
o PLUMBING
o MECHANICAL
$
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
"'-- PLUMBER
~R sll:e!ll:t~
BUILDER . 2-~.s ' ~...:> COMPANY Sun 5I~
SIGNATURE ~~~
*******************************~~*********************************
Ll2, ']'J ~/
'- ELEC'l'RICIAN L, /..4~'A ~J COMPANY M~/!Dn Etec/n~
SIGNATURE ~~(./F~U"', - STATE CERT OR REGIST #
**********************J~*. *****************************************
if: . - ') 'C>
Aid.#> ~/ ../ n.tfdj_~';]' COMPANY Roh - ~oDh,(
SIGNATURE ~ STATE CERT OR REGIST #
******************************************************************
STATE CERT OR REGIST #
~<6 - 13b'6
If! tI m In ?-vl'T7
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 Udeed restrictions" which
may be more restrictive than City regulations. The undersigned assumes responsibiJity 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 portions of the UContractor 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 uFlorida'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 Uowner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the Uowner" 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.
Application 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 UA" or uA,etc.", it is
understood that a drainage plan addressing a ucompensating 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 fora
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 COMMENCEMENT. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A uNOTICE OF COMMENCEMENT".
SI~{~# SIGN~~
STATE OF FLO~IRA
COUNTY OF ~ti......s C 0
The foregoing instrument was acknowledged
Before me this r--=-::;, day of Cc--I--DkJJ.+-, 2~
by ""t:;).c..~""'If-".s Do/~~r:C
~~(name of person acknowledged)
~who is personally known to me, or
STATE OF FLORIDA ~
COUNTY OF <( LlJ
The foregoing instrument was actnowledged
Before me t~ day of ~ofP .(?,- , 20~.s:::.
by ~ ~) Z'l Ia-.d,J ~-t:
__/...//(name of person acknowledged)
~ho is personally known to me, or
Dwho has produced
(type
Odid not
Owho has produced
(type of
[Jjid not t
Name typed, printed or stamped
Name typed, printed or stamped
. . F:LORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 6QOC.01 . '. Residential Umited Applications PresQrjptive Me~od C , CENTRAL 4 5 6
SmlBAddiIIons, RenDVlliona & Building Systems. . .
Con1fancewilh Melhod CoI Chapler6011Te f1lIiIa EneIm' ~ Code maybeclemoJUaledby II1e use 01 fam&XX:-011or iDIIiIII5ollKlOSQJlII8leel,.less,sft&. k.raIed ClIqllI1IlIlls oIl11811l1and homes, ani
lllIllMIIiansio' and I1lSiden:es. __meIlIodsare . ferdllilns usemfamaJ8.0l,.6OIIA-01. .
PROJECT NAME: A M ADD ITI D ~ BUILDER: i)..IA c::..
AND ADDRESS: . 5" 0 f> VI1t<(' I n.e..- k) PERMITTING 0 . D' 0
~ :> (' s 3~ OFFICE: ZONE: 4 5 6 .
OWNER: L e JL \ -1'1 €.- c::xa..IM-S PERUJTNO.c:rm=o=rJ URlsDlcnON NO.: c::r=ccIIJ
SMAIl. AOOITIONS to EXISTING RESIDENCES (6IlOSljIIBIi lee! orless 01 cOndiIioned 8II!lI):.l'Iesl:lfj6Ie reqWemanls iI TiIbIes &:-1, ~ and &:-3 apply rrirlDtheClll11lllll8/ll 01.., 8dcIIilIn.1IlIl1o the existilg IIIiIlIng.
Space ~.1:OOIiIg, 8J1dwiler heBiIvJ equIpmenI elficierI:ylBlelsmusl bameionly when ~is iIIBllIIIecIliplIdIicaIIy 10_ thellWon oris being ilslallBdilCOl1uncion wiIh lite addIonClllSlluclion. ComponenIs
separaIing l.I1COIIdiIionedipaces from condiIioned spaces II1IS\meellhe presaIled ninintm InsdaImIevels. R9IOVATKHl (ResileDlalIIIiIdings lIl1dergoing IIIlCIVUons oosIing IIIIIlIlIBImlllflelSSllSSllll vaIiIIlol1he
blikIing). Prescriptive ~ il TalEs liC-l and 6C-2 apply ~ to IheC!llJ1llll1lll1 and eQIipIneItbeing rencMIIed,. replaced. MANUFACTURED HOMES AND BtJIl.DINGS. Only siIe-instIlIIedClOlqlllnlllllS and leaIuIes
arecoveredbyIlisIorm.IlUlLDlNGSYSIEMS~wht!ncomplelenewsystemi5inl1a11ed. . . Please Print CK
1. R.enovation, Addition, New System or M~ufactu~d Home
2. Single family, detached or Multifamily attac~ .
3. If Multifamily-:-No. of. units co~erecl ~ this submission.
4. Conditioned floor area (sq. ft.)
5. Predominant eave overl1artg(ft;)
6" GI8Ss area and typei: .
a. Clear glass
b. Tint, film or solar screen
7. Percentage of glass to floor area
8. Floor ~ and insulation:
a. Slab-On-grade (R-value)
b. Wood, raised (R-value)
c. Wood., common (R-v.alue)
d. Concrete, raised (R.,.yalue)
e'. Concrete, common (R-value)
9. Wall type and insulation:
a. Exterior:
1. Masonry (Insulation R-value)
2. Wood frame (Insulation R-value)
b. Adjacent:
1. Masonry (insulation R-value)
2. Wood frame (Insuiation R-value)
c. Marriage Walls of Multiple Units* (YesINQ)
10. Ceiling type and insulation:
a. Under .attic (Insulation R-value)
b. Single assembly (Insulation R-value)
11. Cooling system*
(Types: central, room unit, package terminal A.C., gas, existi~. none)
12. Heating system.: (Types: heat pUmp, eJec. Slrip,natural gas, LP. gas;
gas h.p.. room or PTAC, existing, none)
13. Air Distribution System.:
.a. 8ackfIow damper or singlepad<age systems. (YesJNo)
b.Ducts on marriaga walls adequately sealed* (Yes/No)
14.. Hot water. system: .
(Types: aIec., natural gas, other,.exisling, none).
. Pertains to manufactUred homes with Site installed components.
1.
2.
3.
4.
.5.
Add i +-1 ,OL---o
.5 \'~I e:..
-
LltfD
I (
Sa.
6b.
7.
Single Pane ..~b1e Pane
.. '-sqAt; " sq.:ft
Lf'i> sq. ft. sq. ft.
II %
Ba. R=. lin. ft.
Sb. R= [I t.f4D sq. ft.
Be. R= sq. ft.
'. , .- sq. ft.
Bd. R=
Be. .R= '. ,. .sq. ft.
9a-1 R:: sq. ft.
9a-2 R= I [ 3L/-7 .sq~ ft.
.9b-1 'R:: sq. ft.
9b-2 R= rt': ,;~~O sq. ft.
9c ..
lOa. R= sq. ft.
:SOb. . R= I? 'f4o sq. ft.
11.
Type:.
SEERlEER: /'
Type: .. /'
,1:I5PFICO~E~
12.
1~.
13b. ~
14. Type: /-
.. EF:. /:.
. Review dlJla!ls:and ~c:cMIIlI!f byllis caII:uIIIIIDn inllil!*S~lCe
wilh!he FIOIIda EnemY Code. Befor8con&\RiC1iD1i lscampleled.1his buiIdiJi!j will be
inspected for comp~'ICll:in accordIInce wIfh ~ 551908, F.s.
BUILDING OFFICIAL: _
DATI;:
FLORIDA BUILDING CODE - BUILDING
13.203
Climate Zones 4 5 6
. .
TABLE 8C-1 PRESCRI'I1VE REQUIIlEIIEN1'S FOR SMALL ADDmONs (&lID Sq. FL IIlCI LtII), IIEl<<)YAlIONS 10 EXISTlNQ BUILDINGS AND SIT&IHSTALl.ED COIIPONi:NTs OF IIAIlIJF6CJURED HOMES..
:
MINIMUM INSULATION IIINIMUM INSTALLED
..~. INSULATION . INSTALLED . EQUlPIIINT EFFK:leNCy' , EF.FICIENCy
CQncrete Block . R-5 Central AIC ~ Spin SEER = 10.0 SEER' = -
~ Frame. 2' x 4' R-11 " r~-I r. ~'. '" .single Pkg. SEER 9.7 .SEER
~ = = -
...J Frame, 2' x 6' R-19 ROom unit or PT AC EER 8.5* EER
~ Common, Frame R-11 = = -
CorM1on, Masonry R-3
... , 8eclric Resistance ANY
Under Altic R-30 Heat pump - Split HSPF 6.8 HSPF =
rn Single Assembly; Enclosed 0 = -
(!) 'Z . Single Pkg. HSPF 6.6 HSPF
" Frame R-1'9 ~ = = -
Z . e-I'3
::i Metal Pans R-13 'Room unit or PTHP COP. = 2.7. HSPFI = -
W Single Assembly; Open R-10
0 w COP,
Common. Frame. . R-11 ~
Gas, natln or prop~e AFUE = .78 AFUE = -
'SJaboon-grade No Minimum rn
~ R-/1 Fuel 011 AFUe = .78 AFUE =
Raised Wood R-1l -
~ Ral_ Concrete R-5 , . Electric Resistance EF
Common.. Frame R-11 '. 2m EF = .88 = -
u-
~ R-6 \.2 -( " Gas; .' Natural or LP. EF = .54 . EF = -
In unconditioned space ;r:
In condIUoned space No minimum Fuel Oil. EF = .54 EF =
, . See Table 1h1. 6-7 .
-
-
-
-
E Y
Maximum s to IIoor area allowedis seleded and solar heal coelflclenl Maxlmum% - InstaDed % = . II
GlASS TYPE, OVERHANG. AND SOLAR HEAT GAIN COEFFICIENT REQUIRED .FOR GLASS PERCENTAGE ALlOWED
. UP TO 20% UP TO ao% UP TO 40% UP TO 50%
Double
0'-.75
Gel cer1lfied SHGC from the manufaclUrer or use defaults: Single cIear'SHGC = .87, double clear. SHGC = .78; and single tint SHGC = .75.
612.1
612.1
610.1
ENTS
or otherwise sealed.
.ft. doorarea.
to alEl$ of exterior walls must be sealed.
altematives allowed .
MINDIUM REQUIREMENTS FOR ALL PACKAGES
S
6061
606.1
606.1
606.1
606,1
606.1
Combustion
HeatI
Water Heate(S
606.1
612.1
612.1
607.1
GENERAL DIREC11ONS:
1. On Table6C-llndica1e I1e R-vaIue of the insuIalion being added lo each component and lheellitiencylevels ofl1e equipment being inslaIIed. AD R-vaIue:; and eIlidendes inslalled rrusl meetorexceed I1e minimum values &sled.
ConqIOIlI!IIls aiII ecppmem neiIher beingaddednorrenovaled may be IeIlIHnk.
2. ADDIl1ONSONLY. Delemine lhepen:enlageof neW glass loQll1lfitioned IIoor ansin lJeaddilion as 1oIIows. TolaIthe 8I8IlS 01 aD glass windows, s&ding glass doors and.l#asS dooipns. DaOOIe Ihe area 0/ an llllII'vellical roo/
glass and aid illo lhepevbls tolaI. When glass in8llis6ng 8lderiorwals is being 1eI1IlVIld0l en:fosed by.l1iladon, lIIl11l1OU1ltequellolhe llIal ans oIlhis glass may besublractedlmm..lDlaIgIass ilea. DMde Ihe~
glasSlI1llllolalby..tlIl1dicnIdlloorllll801lJeaddiiln MulIipIyby 100logetlJe plIICIlIll Rndll1elqeslglBSSperoenlIlge\lllderwhitlt yourcabllaledjlercenlagelallson TabIe~ ~1I8~ bylhe\ypeofglass
lSiVeor DoItie plII1I) and the overhIItg lOHl peiei!wlIh aaolar hear galnCOlllltlllll(SHGC}. FlJ a given g\ass lyp8and l1WeIIIq lhenininlllnsmar heatg;m coelficisntallowed is speciIi8I. AcIuaI ~ windows and dooIS
preWluslyinlhel!ldllriarwallsollhehouieandbeilJJn!llslaledin8l!addiIiondonolhavelollOP1JlYWIIh lleovedlanganlsolarhliaigabcoellil:lBnlrequilemenlson TaIlIe6C-2. Allnewglassinl1elllklillonl1AlSlmeellherelPiemenl
Iormeollle qions In" glass peR:elllagecategoryyou indicaIed. ThellV!llherv lOHl ~is I)18llSUIed ~ Imm. !fJeIace!ll,lheglass III l! point din!clIy,WIder,IJeOl4emlc1Sledgeo/ Ihe~.
3. fl!:NOVATIONS(JU. ~gliSlneDlDmeell1eldlDlliv ~ Any~lypeand8lllarheal!lllilicuellicienlmaybelllled kr:gIass areas Rhareunderat.a tWalooloverhq antIwhose Iowesl edge
mesnot exlendidler1ll8llB Ieellrom VIe 0Il!Ibang. ~lIll8SbeIng ienovaI8d dtaldo ~~ INs alleria Mile eilherslngle'\l8l181inled, doubJe.pane clear or doubfe.pane Iiited.
4. IIUIlDING S'tSfEMS. Con1JIywhennrmsyslllmis InsllIIed lor syslBn inslaIIed. . . .
5. eorr.-ce lheillbmiillclllucpllllldCIIIhe lop haIi III page\. .
6. RearJ"Miinun RllqIinlmenls IIlrSmal AddiIionsandRenovafons". Table 6C-3, and c:hedI ill applicable iIems.
7. Read,signanrldalelhe"OrmerfAgenr~slalemenIonpage 1. .. -.'
13.204 FLORIDA BUILDING CODE - BUILDING
I
J Co.CfJ .
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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
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2005251117
NOT,I CE OF COH.MENCE~.ENT
State of
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County of
fCi S (; 0
7HE trnDERSIGNED hereby gives notice that improvement will be made to c3rtai:
real property,. and in accordance with Chapter 713? Florida Statutes i th.
following information is provided in this Notice of Comlm::~nCCm0.nt:.:
1.
Deser iption of Property: Parcel No.
- .;26 - d / - OcJ d{) - cJcJO::2f-tJ/60
~ 335-7/0
available)
General Description of Improvement 1-7c1c1
~U~
Rcpl: 946050
DS: 0.00
11/28/0l5
Rec: 10.00
IT: 0.00
~~~,,~~ Dpty Clerk
O\'JDcrInformation: Name I -P?<"/I7~
.
Ilddress 3.5Q 9 A!cta n1 ~ r, /"-<:- t);l,! City
!
Interest in Property:
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2-e/PA/rh, //<;
C:i-~-!-= -.-
l-I__al.-,-
- -..~
3 U
Name of Fee Simple Titleholder:
(If other thgn owner)
L.Q,)(/;'~/ AI~ 5~ ,.,.,-3
Address 960 iJ"s f..erYl /iw KJ City )1850/// Cl:k;o
S-tateO It (-v
750'/ffJ
Contractor: Name ju /1 \.. S J" a/- e
.\ddress ~/.54 ~rl- ~'J/1/ Kd City 2'rA;/J- A/lis
St:ate r'/a~
Surety: N<lzue
.
Address
City
State
Amount of Bond; ~
JED PITTMANA PASCO COUNTY CLERK
11/28/05 1~:22pm 1 of 1
OR BK 6713 PG 72
Lender: Name
Address
City
State
Persons \'vithin the State of Florida
notices or other documents may be
713.13{lj{a)(7)r Florida Statutes:
designated by O'dner upon who]
served as provided by Sectio:
Name
Address
City
State
8. In addition to himself, O,,-Hler designates.
SignatureOfowner:~~~<:f .J~~
51-'/orn to and subscribed before me this rJ./d
~) ..
of to receive a copy of thE
Lienor's Notice as provided in Section 713.13(1)(b)f Florida Statutes
I;:xpl.ra{-..ion ded:.e of Notice of Commencement. (the expir:at-Lon date is 1 yetu
ir?m the date of recording unless a different date is specified.)
day of
f)iJ~/;,
}7 02-00 f '"'1 (J
'Yot<.1.rv Public: \f....(;,r!- ;1,_
<::>SG.' V' ~IL NO'll'JII' _ 8'IWi'!! 61' I'LOIllDA
<'7 ("'O"".~J' 5S; on "C'XD': -es . ~ Stacie Zullo
: _"'11'. ..l.... "'-'. ~ .J.....L . ..,Commission # DD4B20J6
Expires: ocr. 16 2OOc,
Bonded Thru Atlantic Bonding c:,-" , ;'i,~
ENGINEER'S NOTES:
EXISTING
ROOF
1" t:.~::::X~~~
l'x12'x.03 '
COMPOSITE ALUMINUM PANEL
DR RISER PAN W'/INS&PROTECT
1/4' X4 1/2' LG
CORROSION RESIST ANT LAG SCREW' (CoMP. PANEL ROOF)
( FOR RISER PAN ROOF USE #!OXl 1/2' LG HEX HD>
CORROSION RESISTANT LAG SCREW'
W'/l 5/S' DIA FENDER W'ASHER
(3) PER PANEL&6' D.C. @SIDE W'ALL
3'x4' STRUCTAL DR EQUIV. INSULATED ALUMINUM COMPOSITE ROOF PANELS
DR 3'x12'x.032' RISER PANS W'ITH INSULATION&.019'MIN PROTECTOR PANEL
PAN ALLOY 3105 H-28 24KSI YIELD MIN 28KSI TENSILE UL T
CLOSE INSULATION PANEL W'ITH ALUM. END CAP
SECURED W'ITH 3/8 X5/8 LG CORROSION
RESISTANT W'ASHER HEADED SCREW'S.
SCREW' PATTERN TO BE 12'O.C. @PERIMETERS
AND 24' IN FIELD
VALENCE CAP
#SxI/2' CORROSION RESISTENT
W'ASHER HEADED SCREW'S ~,
1/21
LTHE BASIC DESIGN W'INDSPEED= 120 MPH , 3 SEC GUST
2 THE W'IND IMPORTANCE FACTOR IS 10
3 THE W'IND EXPOSURE CATAGORY USED IS .B'
4. THE INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS +18/-18
5 DESIGN W'IND PRESSURE =+201 -23 PSF
6. ALL W'INDOWS AND DOORS TO BE RATED FOR 110 MPH WIND SPEED AND INSTALLED PER
MFGR'S SPECIFICATIONS
7. STAIRS AND RAILINGS TO CONFORM
TO STD BUILDING CODE
SECTION 1007
8. SEE NAILING SPECIFICATION NOTE FOR WOOD PANELS BELOW'
NAILING PATTERN SPECIFIED PROVIDES 850l*/FT UPLIFT
DBL 2'X4' TOP PLATE
DBL 2.XIO' HEADER
W'/1/2' PL YW'OOD SPACER
OVER W'INDoW'S&DooR
W'INDoW'S PER SCHEDULE
1/2' CDX DR OSB
OVERLAP BOTTOM PLATE AND
PERIMIETER JOISTS NAIL
6' DC @EDGES&IN FIELD
SEE NAILING NOTE
f
I +23.5 PSF
-29.5 PSF
C-24
37'x50 5/8
LASHING
UNDER DRIP EDGE DR
INSTALLED 6' MIN UNDER
FIRST ROW' OF SHINGLES
VINYL SIDING
TO MATCH EXISTING
2.x4' STUD CONSTRUCTION
R-l1 INSULATION IN ALL 2X4 W'oOD W'ALLS
CONTRACTER TO VERIFY CONDITION OF HOST STRUCTURE
FASTEN RECEIVING CHANNEL TO HOST 2x4 MIN FACIA
l*10x2' SMS DR LAG SCREWS@ 12' D.C. MAX
(2) ROWS STAGGERED
ENLARGED VIEW @
FACIA ATTACHMENT DETAIL
STRUCTURAL PANELS NAILING NOTE:
NOTE: NAIL 6' DC. @ VERTICAL EDGES&12' IN FIELD
W'oOD STRUCTURAL PANELS SHALL
OVERLAP THE TOP MEMBER OF THE
DOUBLE TOP PLATE AND THE BOTTOM
PLATE AND THE PERIMETER JOISTS W'HEN APPLICABLE
(CONSTRUCTING ON A W'OoD DECK)
ROW'S OF 10d NAILS @ 3' De. SHALL BE 1/2'
MINIMUM FROM PANELING EDGE&. OF BOTH MEMBERS
OF DBL TOP PLATE&BoTToM PLATE.
USE TW'O STAGGERED ROW'S OF NAILS ON 3' O.C
@BOTTOM PLATE W'HEN BUILDING ON CONCRETE SLAB
I TO PERIMETER JOIST W'HEN
SINGLE PT 2'X4' PLATE
FASTEN TO PERIMETER JOIST
W' /(2 ST AGGGERED ROW'S)
16d NAILS 12' DC.
(SEE NOTE BELOW' IF CONSTRUCTING
ON CONCRETE>
ALUM TERMITE SHIELD @ EACH PIER
S'XS'XS' CoNC BLOCK PIER
4'XI6.XI6.CoNC PAD
OR EQUUIV.
AUGER ANCHOR @ B'oe MAX FASTENED TO
DBL 2XS GIRDER W'/FLAT SIMPSON CS-16 STRAP
OR EQUIV. ASTM#123-S9A MOBILE HOME STRAP
ALUM FLASHING
INSTALLED 6' MIN UNDER
FIRST ROW' OF SHINGLES
16' MAX COMPOSITE PANELS
13' MAX 'It! / 3'X12'x.032' PANS
HOST STRUCTURE
~
~",--=",,--=,"'--=""~ -.,-
-..-
.-.-
-.---...--
ROOF
12" APPRO~
12
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I
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2
u
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C>:
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t:- ct) 0 ',;
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>-
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Cl
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:.IJ "'",....
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9~:j Z '
:$~~~
......I ,;;> c; : ~
...J c:2 0 ...
<t. r.. :J
.
co
I
o
+22.5 PSF
-245 PSF
36'x6'-8' PREHUNG
f-
V)
D
I
3/4 PT PLYWOOD
R-25 MIN INSULATION
UNDER FLOOR
NOTE STAIRS &RAILINGS TO
CONFORM TO F.Be. 2004
SECTIONS R311 &R312
RESPECTIVEL Y
ROOM ADDITION
TYPICAL SECTION
NOTE: WINDOW&DOOR MFGR'S TO CERTIFY THEIR PRODUCTS
WILL WITHSTAND THE PRESSURE RESULTING FROM A 120 MPH
WIND SPEED (3 SEe GUST) AS INDICATED ON PLAN.
WINDOWS AND DOORS TO BE INSTALLED PER MFGR'S
SPECIFICATIONS
SEE TYPICAL DECK DETAIL
SHEET
I hereby certify tho. t I ho. ve perforMed o.nd reviewed this plo.n o.nd found
, I' 'th th Fl 'd Bid' C d 2004 d't'
DR ALTERNATIVELY N it to be in COf"",p,io.nce WI e orl a. UI, Ing 0 e, e I Ion.
BUILDING ON W'OOD DECK NOTE: SHOWN BUILT ON WOOD DECK, MAY ALSO BE
CONSTRUCTED ON 2500PSI CONCRETE SLAB 4" THICK Wi )~t~ Do. vid 'vi. SMith,PL
NOTE W'HERE \JINDO\JS DR DOORS 6x6/10-10 WWM OVER 6 MIL POLYFILM OVER CLEAN DESIGNED FOR 120 MPH WIND ZONE David W. Smith, P.E.
INTERRUPT THE W'OOD STRUCTURAL COMPACTED TERMITE TREATED SOIL, FOOTINGS WILL BE PASCO COUNTY, FLORIDA MECHANICAL ENGINEER DEVELOPMENT CONSULTANT
SHEATHING AND \JITHIN 4 FT OF EACH REQUIRED IN SITUATIONS WITH SLOPING GRADE. D.W.SMITH.P.E. SHEET Of'
CORNER AND ATTACHMENTS TO EXISTING FASTEN BOTTOM PLATE TO SLAB Wi 1/2"X5" WEDGE ANCHORS :7 . \-0)'),"/ ~1 FUll/IDA PRIHSSIIJNAL [NGINEER lIC(N;E NUI1B(R ;3608 ROOM ADDITION 1 OF 1
STRUCTURE USE SIMPSON SP2&.SPl @24" O.C. MAX@ EACH SIDE OF DOORS& WINDOWS&WITHIN Custom Home Plan Service WOOD FRAME
DR EQUIV APPLIED PER MFG'RS 6" OF CORNERS 9909 "ALLASTON DRIVE-DADE ClTy,rLORIDA 33525 D( S I GN/DRAIJN 1oA7T}05 PART NO.
PlO(, J:iZ-52J.Q865 F~ J:iZ-521-Q867 ['HAll' ,..,.,yr27@Yt.net D.W.SMITH,PE. RA-01x16'
SPECIFICATIONS PASCO PERMIT SERVICE SCAL E CHE CKED ROOM ADDITION
ENGINEER LICENCE M5360a SUZANNE BAHR 813-788-5314 AS NOTED WOOD FRAME
DBL 2X6 PERIMETER JOIST ------ .
0' OD MIN x 1/2' \JALL PVC
:ONCRETE FILLED EMBEDDED
\S SI-,o\JN
DBL 2X6 GIRDE
GRADE
3'X3. ALUM POST OR
PT 4x4 POST '\JI
1 #5 REBAR MOUNTED
RoSS'\JISE THRU POST &
500 PSI CONCRETE MIN FILLED
VC TUBE EMBEDDED 2 1/2' MIN
IER FOOTING
500 PSI CONCRETE MIN 1500# UPLIFT
ALTERNATIVE POST CONNECTION
PIER FOOTER
X
<I
2:
GRADE
C\J
DBL 2X6 PERIMETER JOIST
PT 4x4 POST '\J I
1 #5 REBAR MOUNTED
CRoSS'\JISE THRU POST
EMBEDDED IN CONCRETE
PIER FOOTING
2500 PSI CONCRETE MIN
18' DIA APPROX x 2' DP
CONCRETE PIER FOOTER
18'-
APPRO X
3000# UPLIFT
ALTERNATIVE POST CONNECTION
PIER FOOTER
DBL 2X6 PERIMETER
PERIMETER JOIST
3'X3' ALUM POST OR
PT 4x4 POST 'viI
1 #5 REBAR MOUNTED
CRoSS'vIISE THRU POST
EMBEDDED IN CONCRETE
FILLED BLOCK FOOTING
2500 PSI CONCRETE MIN
R JOISTS ~16' O.C FASTENED TO DOUBLE
DBL 2'x6' GIRDERS \JITH SIMPSON JOIST BUCKETS
x
<I
2:
,
r
1
<I
2:
1
I MAX-
DBL 2X6 PERIMETER JOIST
.. '\ORKSH,\LLCOMT-'LYWffiiALL
~- \ ,\lLI:\G CODLS, F1.ORlDA BUILDr<.
,J:.L \1\ TIO:-";r\;_ L:LECTRlC CODE /._'-
,A
-,
I
r- ': 7--
t ,\v \~
~ALUM (\ n)
TERMITE ,"Y
SHIEL D
CONCRETE
BLOCKS
4' x 16' X 16' PAD
GRADE
TYPICAL
CONCRETE SLAB & FOOTING
MINIMUM '\JITH 6X6-10XI0 \J'\JM DR FIBER MESH
AND ONE #5 REBAR CONTINUOUS
IN 8x12 MIN. MONOLITHIC FOOTING
OVER 6 MIL POLY FILM OVERLAPPED 6'
\JITH EDGES TAPED
OVER CLEAN COMPACTED
TERMITE TREATED SOIL
ALTERNATIVE EARTH CONNECTION
AUGER ANCHOR @ 6' DC MAX
STYLECREST #48364634 DR EQUIV
32' IMBEDMENT OF 3' AUGER ANCHOR
SECURING GIRDERS
1,.11 ASTM#123-89A STRAP DR EQUIV
I'"oted 3000# UPLIFT
STYLE CREST
3904 BUILDERS CIRCLE
PLANT CITY, FL. 33567
1-800-945-4440 (JAMIE \JITHEM)
I
-:
A
I .
OL LENGTH AS REQ'D
AUGER TIE DD\JNS @l 6' MAX D.C.
DBL 2X6 PERIMETER JOIST
TYPICAL FLOOR JOIST/GIRDERS LAYOUT
VARIOUS ALTERNATIVE FOOTER/TIE DOWN METHODS
FOOTING/PlER/ANCHOR@ 6' O.C. MAX
PT 2'X6' JOISTS ~16. D.C. FASTENED TO DOUBLE
PT 2x6 GIRDERS \JITH SIMPSON JOIST BUCKETS
TYPICAL BOTH ENDS
SIMPSON H5 CLIP
DR EQUIV ~ EVERY 3RD EACH
TO MIDDLE GIRDER CONNECTIO
AS INDICATED' C'
DBL P.T. 2X6
MIDDLE GIRDER
..- .
I
of '..
4'
CONCRETE SLAB
DBL P.T.2X6 PERIMETER
ALUM TERMITE SHIELD______
@ EACH PIER
AL TERNATIVE FOR
EXISTING 4'
CONCRETE SLAB
, MAX
1/2'(\JEDGE ANCHOR @ 8' O.C MAX
4' IMBEDMENT INTO SLAB CTHUNDERBOL T
SECURING GIRDERS
1..'1 ASTM#123-89A STRAP DR EQUIV
I'"oted 3000# UPLIFT
DR EQUIV)
ENLARGED VIEW @ A-A
TYPICAL DECK SECTION
WITH VARIOUS ACCEPTABLE FOOTER SYSTEMS
ALTERNATIVE POST CONNECTION
W /DECK ON EXISTING CONCRETE SLAB
(KNEE OR OTHER LATERAL BRACING REQ'D)
PT 2'X6' JOISTS @16' DC FASTENED TO DOUBLE
P.T. 2x6 GIRDERS \JITH SIMPSON JOIST BUCKETS
USE (2) 5/8 THRU BOLTS, NUTS
& I..' ASHERS <CORROSION RE S 1ST ANT>
@ PT PERIMETER JOISTS TO
PT POST IN CONC CAST FOOTER
SIMPSON ABU44
1..'/1/2' \JEDGE ANCHOR
EMBEDMENT (2000# UPLIFT>
EXISTING 4'
CONCRETE SLAB
AL TERNATIVE FOR
PT POST IN STOCK
CONCRETE PIER FOOTER
3000# UPLlFT,f1
./
./ I hereby certify thot I ho.ve 'perforMed o.nd reviewed this plo.n o.nd found
, it to be In eOMplio.nee with the FLORIDA BUILDING CODE,2004 edition
for 0. 120 Mph wind speed, j see gust.
Do. vid 'vi. SMith.PL #53608
David W. Smith, P.E.
MECHANICAL ENGINEER DEVELOPMENT CDN$LA. T ANT
~~T~EST .48364634 OR EQUIV
AUGER ANCHOR e 6' O.C MAX
32' IMBEDMENT OF 3" AUGER ANCHOR
SECURING GIRDERS
1,.11 ASTM#123-89A STRAP DR EQUIV
D.W ,SMITH,P .E.:il53608
FLORIDA PROftSSIIJ<"- ENGINEER L1CE.cllI<Jl<BER 53608
PROJECTS CONSULTING ENGINEER
9909 "ALLASTDN DRIVE-DADE CITY.rLORIDA 33525
PH:N:,352-521-0865 Fill, 352-521-0861 HAil' """yr/7~gt.. "t
PASCO PERMIT SERVICE
SUZANNE BAHR 866-824-7894
SHEE T CT
TYPICAL WOOD DECK
ALTERNATIVE CONNECTIONS
1 OF 1
ENGINEER LICENCE 153608
DESIGN/ORA"" DATE
DW.SMITH.PE. 10-27-05
SCAlE CH(CKEO
AS NOTED
PART NO.
WOOD DECK
DECK D02
ENGINEER'S NOTES:
lTHE BASIC DESIGN 'WIND SPEED= 120 MPH, 3 SEC GUST
2 THE 'WIND IMPORTANCE FACTOR IS 0.77
3 THE 'WIND EXPOSURE CATAGoRY USED IS 'B'
4. THE INTERNAL PRESSURE COEFFICIENT FOR OPEN BUILDINGS IS 0.00
5 C&.C DESIGN 'WIND PRESSURE =+18/-27 PSF
FASTEN 3x12x032 ALUM PAN ROOF PANELS
3105-H28 ALUM TENSILE=28KSI/YIELD=24KSl
BOTH ENDS VI 11lOx3/4' TEKS
(3) SCREVS PER PANEL EQ SPACED
CORROSION RESISTANT
~,
2'x4'x.044'
ALUM TILT BEAM
ALUM FLASHING
INST ALLED 6' MIN UNDER
FIRST Ro'w' OF SHINGLES
OR UNDER DRIP EDGE
~IO X 1/2' HEX HD CORROSION RESISTANT METAL SCRE'w'
8.'WASHER&.SEAL
APPROX 4' DC MAX (3 SCRE'w'S IPANEL BOTH ENDS)
AS SHO'w'N
VALENCE CAP
~8xl/2' CORROSION RESISTENT
'WASHER HEADED SCRE'WS
12/1
APPRDXl-
,
HOST STRUCTURE ROOF
~
.~"~..,~..,~"=..,~..~.-
-- ..-
..--..--..~
~8 X 1/2' CORROSION RESISTANT
ALL PURPOSE SCRE'W
ALUM FLASHING
INSTALLED 6' MIN UNDER
FIRST RO'w' OF SHINGLES ._
_1 DR UNDER DRIP EDGE __---.;..::3::::::
l' M I N- ___".-:->:::::::--"
I I' . ,,_,;,:-:-,;,:::::,::::'3::':::::~'::::::"-' ._..-
~ .:::-::-..-- ..-"--"
--.._0'
II -.---.. EXISTING
1 .._..-..- ROOF
12
~ 3/8-16 HEX HD BOLT, 'WASHERS 8.NUT
CORROSION RESISTANT (2)
3'X3 1/8'x10' BREAK FORM CHANNEL
ATTACHED TO HOST STRUCTURE
'WI 1110X3' SMS CORROSION RESISTANT
@16' O.C TO HOST STUDS
STRIP SEALANT BET'WEEN FACIA&.HEADER
w
Cl'
:0
....
U
:0
'"
Vi
11 GA INTERNAL ALUM BASE
PREDRILL VERT FLANGES
(2) 1/2' THRU BOLTS
13'
MAX
W
0:::
::J
f-
U
::J
0:::
f-
(/)
, '-,.;
~f~
::c ~ DJ
fo, -"" Cl
?;ro8
>t3Sd
~ E: ~"-:
....
</l
D
:I:
FASTEN RECEIVING CHANNEL
TO HOST 2x4 MIN FACIA 1,11
~10x2' SMS DR LAG SCREVS
@ 12' DC. MAX (2) RO'w'S STAGGERED
NOTE, CoNTRACTER TO VERIFY
CONDITION OF HOST STRUCTURE
4X VIEW @
FACIA ATTACHMENT DETAIL
(6) 1/4' TAPCoNS/\v'ASHERS8.NUTS 2' MIN
IMBEDMENT. CORROSION RESISTANT
~x
l<t
'L
CO
X
<t
L
. .
i". ...
~ ~5 ; .
~) ...) Ci :
./ 0 " ,
.; % ~
"'~ -~ ,-:
-.-' =. Z~-
~ - ~.j;.
~.~ "" "-"'1
: :;,~ ~')
1/2-13 HEX HD BOLT, 'w'ASHERS 8.NUT
CORROSION RESISTANT (2)
3'x3'x,063'
ALUMINUM COLUMNS @8' DC, MAX
TYPICAL
f-
(/)
o
I
o
.---<
3/8-16 HEX HD BOLT, \v'ASHERS 8.NUT
CORROSION RESIST ANT (2)
3/8-16 HEX HD BOLT, 'WASHERS &.NUT
CORROSION RESISTANT (2)
4' CONCRETE SLAB DR FOOTING
'w'ITH 6X6 10/10 V'w'M OVER
6 MIL POLY FILM OVERLAPPED 6'
OVER CLEAN COMPACTED SOIL
'w'lTH EDGES TAPED
DETAIL OF
END POST TO CONCRETE
CONNECTION
/16-18 HEX HD BOL T, 'w'ASHERS "NUT
CORROSION RESISTANT(2)
l'x2' ALUM BASE PLATE CTYP)
11 GA INTERNAL ALUMINUM BASE
PREDRILL VERT FLANGES
(2) 3/8' THRU BOLTS
(f COLUMN FASTENED 'WITH
3/8' X5' EXPANSION BOLT
2 1/2. MIN, ENGAGEMENT 'WITH SLAB
. t
4/1 '____"_"_"_"_"_"_"_"_"_"_"_"_"_"_"_"_
t
. .
... ..:-..-....: 7" -:-.- ---
2'x4'x063'
ALUM TILT BEAM
3'x3'x.063'
ALUMINUM COLUMNS @8' O.c. MAX
TYPICAL (3) IN FRONT@ 8' O.c.
GRADE
. . ,
, .
;. .
~2'-~
ENLARGED VIEW @
I COLUMN TO 5MB
~ - -- - - - -- - - - -- ----- - - - --- -- - - - ---I
AL TERNATIVE I
: 062'IN(/~D~L 3'x3'X.063' ALUMINUM COLUMN I
I
I
PT 2x4/DECKING I
FASTEN TO JOISTS I
'w'/#8x3 DECK SCRE'w'S I
I
I
I
I
I
I
I
I
I
I
I
...
~ NOTE, NO FOOTER REQ'D EXCEPT 'w'HEN ADDRESSING ERROSION
Y4' 2500 PSI NOMINAL SLAB 1,1/0 FOOTER MAY
--'vi BE USED ON LEVEL GROUND UP TO SLOPES OF 1./12'
H8.'w'=8'x8' FOR GRADE SLOPE GREATER THAN 1./12' UP TO 2'/12'
H8.'w'=12'x12' FOR GRADE SLOPES GREATER THAN 2'/12'
~~'w'FtBLtRBMSESTHO HAVE EITHER 6'x6'-~10/10'w''w'M COVERED ADDITION
~~~oF~gTEJ/NI0~E5 REBAR CONTINUOUS TYPICAL SIDE ELEVATION
T
r
6
NOTE: MAY ALSO BE CONSTRUCTED ON WOOD DECK
it to be
ha. ve perforMed a.nd reviewed this pla.n a.nd found
1609 of the Florida. Building Code, 2004 edition,
(' Da. viol IJ, SMith,P,E,
CUSTOMER,
DESIGNED FOR 120 MPH \v'IND ZONE
PASCO COUNTY, FLORI DA
D.'W.SMITH. P.E.
fUllllDA PR(HSSIIlNAL ENC.INI:Ell L1Cl:NSE NU"BEII 53608
Custom Home Plan Service
9909 WAllAS TON DR I YE, DADE CITY, flOR IDA 33525
P!O<.lS2'5i?1-01165 rA.<lS2-5i?1'1l867 ('HAll. ze""yr~7f9" "'"
SHUT or
COVERED ADDITION OF 1
SCALE: DATE PART NO.
AS NOTED 11 11 05
OCS1GN/DRAIJN CHECKED CARPORT ' E
D,W.SMITH,PE 120
3000 PSI CONCRETE 2'x2'X2' FOOTING
OVER CLEAN COMPACTED SOIL
3'X3'X.06' MIN ALUM COLUMN IMBEDDED 2' MIN IN
PIER IoIITH 1 # 5 X 12' REBAR MOUNTED CROSS\v'ISE
8.CENTRAL THRU COLJMN APPRDX, 4' FROM COLUMN END
(3) PIER rOOTINGS LOCATED PER PLAN
TYPICAL DETAIL OF
ALTERNATIVE WOOD DECK
POST TO DECK
CONNECTION
24'MAX DC -
TYPICAL
ENLARGED VIEW
ALTERNATIVE PIER FOOTING DETAIL
#10 TAPCONSX 3 1/2'
-CORROSION RESISTANT
2' MIN IMBEDMENT IN 2'x6'
PERIMETER JOISTS
PASCO PERMIT SERVICE
ENGINEER LICENCE *53608 SUZANNE BAHR 813-788-5314