HomeMy WebLinkAbout06-5324
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
5324
Permit Number:
Permit Type: ADDITION/ALTERATION
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: RV PARK
Square Feet:
Est. Value:
Improv. Cost: 18,796.00
Date Issued: 1/18/2006
Total Fees: 237.78
Amount Paid: 237.78
Date Paid: 1/18/2006 Phone:
Work Desc: ROOM ADDITION, SHED, PATRIO COVER-EXIST SLAB
Address: 3507 ALABA R DR LOT 119
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: EMERALD POINTE RV RESORT
Parcel Number: 24-26-21-0040-00000-1190
Name: BLIZZARD WILLIAM
Address: 3507 ALABASTER DR
ZEPHYRHILLS, FL. 33542
M.
JAMES 0 MORTON ELECTRIC CO.,INC. RADON
5.28
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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.
REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
NO OCCUPANCY BEFORE C.O.
,,-<\(jli'~ C 'WI>I-- ~ ~
CONTRACTOR SIGNATURE PERMIT OFFI
CALL FOR 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 ./ J
DATE RECEIVED --U 1,_0(17
PASCO PERMlT SISRIfICE
PHONE CONTACT FOR PERMITTING 1-'lSG;.(Q-g}.l.{-7g91f
OWNER'S NAME
.
!() / / /1 ~ m (j //Z2l1/yl
(3,') rJ 7 al aiJ{[J /~r {)l jte
LEGAL DESCRIPTION: LOT (S) /17
rJY. J-It: - J (- oJ 1() - rJoaJo -1/90
PHONE
JOB ADDRESS
BLOCK
PARCEL ID #
...
WORK PROPSED:
NEW CONSTRUCTION
o ADDITION
o MOVE
DALTERATION
o DEMOLISH
o REPAIR
o INSTALL
PROPOSED
DSIGN
USE :~GL FAMILY
o COMMERCIAL
DWELLING
DMULTI-FAMILY
o INDUS TRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
o OTHER
DESCRIPTION OF WORK
CJ RESTAURANT & HEALTH DEPARTMEfT APPROVAL
)'" rJrJ/Yl cd ~~;n J S'~ cI, jo~11 J {' dl<(7 r - y ~sI J{a.j
/
BUILDING SIZE
SQUARE FOOTAGE
HEIGHT
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
rJD c..
€1tL/-. s.;-- _
~ BUILDING
~ ELECTRICAL
(J)
$ Ii'. 7 fIR '
PERMITS REQUESTED
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 AREAD YES 0 NO
SIGNATURE
.. ..... - ,_." .. --- .-.- .~.. .". . - .... . - --. ... _. , ,..... ...... - .' '."
€ONmRAGlmGR.'SECT,I0N
~ "..,..". ; '. .' "',' '_ . .~"'-','-'. ,,' '.. '0 " '",...., ," ,"
I ~7. 50 Sll'1
COMPANY"
"--J~ / {( ~'---. tJ,-1 t
BUILDER
STATE CERT OR REG 1ST #
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ELECTRICIAN . COMPANY /I) IJ r/.-{71) !; ((f jrti p,...)/r...
~~; Ifli,- YJ,,!{ ~ Af~ DO
SIGNATURE ~ STATE CERT OR REGIST #
******************************************************************
PLUMBER
5: L.. B rtftl1 ~r-J
COMPANY
SIGNATURE
STATE CERT OR REGIST #
******************************************************************
MECHANICAL
COMPANY
SIGNATURE
STATE CERT OR REGIST #
*****************************************************************
OTHER
COMPANY
SIGNATURE
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 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.
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 "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 COMMENCEMENT. JOBS UNDER
$2,500 IN VALUE DO N~Tr.NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT".
tP~ E- f:;~"-t
.cJ<1'~ II, G .J3. . tSJi e~ it j{
SIGNATUR~' OWNER GEN SIGNATURE: CONTRAC R
STATE OF FLORIDADA A
COUNTY OF r l{.[ c.{1
The foregoing ins~ument wa
Before me is /~ y of
by t. ) CU~
(name of person acknowledged)
~WhO is personally known to me, or
o who has produced
(type
o did not
STATE OF FLORIDA
COUNTY OF
The foregoing inst~~ent was acknowledge~~/
~;fore me th~~ ;1i!i-"rJ.e.z i2J)T~ f}vtY~ ' 20 0!:.
.~ (name of person acknowledged)
~ho is personally known to me, or
rt. ,y!C
Owho has produced
(type of identification)
~id not take an oath
acknowledgement
erson taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
{M:IlIl/ To Reorder: 1-800-225-6380 or WWW.neDS.com
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'roposal
SUN STATE ALUMINUM, INC.
6154 Fort King Rd.
ZEPHYRHILLS. FL 33542
(813) 788-7308
qlO -557- Cfga,s-
Page No.
of
Pages
JOB PHONE
We hereby submit specifications and estimates for:
.~M..f~"d''':(#'.. ~lJJ. :.ll..
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. ...... 1'_~kJ~L (eff'!'Oo) ... ...... .. ...7. ......... ..... . ... . ............ ... ...).......
.:rQr-:-'itt.k(/()~utf,kllrtuu~n161[t2()tr'{G~M.QJ\uwJ1. ..:hf....J~J. ....
- 3 SOD setle!> " . \ :^ Jaw s .' ..uu...................................uu........
..................-........................................._,............................_.____.._.....~..v...,....,........-...-... ........................--....................................................-.-.....................-......
... I~edmQ[dooc ;] .... ......
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u/}/[u7c1c1~~/Eetf.c!uu
/fffdcl(."= CQct......
.. ... ..u..tAd~Qu$~tfer/
.kre~fvc.
..~~ten~~;b/~TerJkJ=~.
0!4
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,~~J;J~;/~lidj~/~h;J,~
~(~!lflo~~/~pty;~r~,~~~~j~~~~~
Finance cha
All material is guaranteed to be as specified. All work to be completed in a workmanlike
manner according to standard practices. Any alteration Qr deviation from above specifications
involving extra costs will be executed only upon written orders, and will become an extra
charge over and above the estimate. All agreements contingent upon strikes, accidents
or delays beyond our control. Owner to carry fire. tornado and other necessary insurance. te: This proposal may be
Our workers are fully covered by Workman's Compensation Insurance. withdrawn by us if not accepted within
30
days.
Arrrpianrr of 'roposal- The above prices, specifications
and conditions are satisfactory and are hereby accepted. You are authorized
Signature){{V.~ ~ ~
/
to.
~.
I
APPENDIX 13-0
FLORIDA ENERGY EFFICIENCV CODE FOR BUILDING CONSTRUCTION
FORM 600C-ll4 . , Residential Limited Applications Prescriptive Method C NORTH 1 2 3
Small Additions, RenovatIons & Building Systems
Compliance with Method C 01 Sub-Chapl8r 6 01 the Florida Energy Efficiency Code may be demonslraled by the use of Form 600C-Q4 for eddlllons of 600 square feet or less, sile-IflSlBlled components 01
manufactured homes, and renovations to single- and multiple-family residences. AlI8matlv8 methods are provided for addlllons by use of Form 6006-04 or SOOA-04,. .
PROJECT NAME:
AND ADDRESS:
BUILDER: SLUt\. st4.tc...
PERMITTING
OFFICE:
PERMIT NO~:
l.t. r\o'-'
CLIMATE
.ZONE: 1
JURISDICTION NO.:
OWNER:
SMALL ADDITIONS TO EXISTING RESIDENCES (600 square feet or less of condllloned area). Prescrlptlva requirements In Tables 6C-', 6G-2, end 6C-3 apply only to the componel)ls of the addlllon, nollo
the exlsting building. Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment Is Installed speclflcelly to selVe the eddltion or Is baing installed In .
conJuncllon with the addlllon construcllon. Components separating unconditioned spaces from condllloned spacas must meetlhe prescribed minimum Insulation levels. RENOIATIONS (Residential
buildings undergoing renovations costing more than 30% oflhe assessed value of the building). Prescriptive requirements in bias 6C-' and 6C-2 apply only to the components and equipment being
renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site-installed components and features are covered by this form. BUILDING SYSTEMS, Comply when complete .new system Is
installed.. . ....
Please Print
CK
1. Renovation, Addition, New System or Manufactured Home
2. Single-family detached or Multiple-family attached
3. If Multiple-family-No. of units covered by this submission
4. Conditioned floor area (sq. ft.)
5. Predominant eave overhang (ft.)
6. Glass type and area:
.a. Clear glass
b. Tint, film or solar screen
7. Percentage of glass to floor area
8. Floor type and insulation:
a. Slab-an-grade (R-value)
b. Wood, raised (R-value)
c. Wood, common (R-value)
d. Concrete, raised (R-value)
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 (Insulation R-value)
c. Marriage Walls of Multiple Units' (Yes/No)
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, existing, none)
12. Heating system-
(Types: heat pump, elec. strip. natural gas, LP-gas, gas h.p., room or PTAC
existing, none). .
13. Air distribution system-
a. Backflow damper or single package systems' (Yes/No)
b. Ducts on marriage walls adequately sealed' (Yes/No)
14. Hot water system:
(Types: elec., natural gas, qther, existing, none)
, Pertains to manufactured homes with site-installed components.
Single Pane Doub!e Pane
6a. sq.~. ~ sq. ft.
6b. sq. .ft. _---,- sq. tt
7. I ;>, %
8a
8b.
Be.
Bd.
Be.
R=_
R =-----B-
R=_
R=~
R=~
Un. ft.
~55.s'sq. ft.
__ sq. ft.
__ sq. ft.
-----.:_ sq. ft:
9a-1
9a-2
9b-1
9b,2
9c
.R=
R= II
R=_
R=~
sq. ft.
~Lf sq. ft.
sq. ft.
d. 5&" sq. ft.
10a.R = sq. ft.
10b. R = I 3 ~5".5",_o? sq. ft.
11. Type:_
SEE~RIER: _
12. Type: _
. HSPF/CO AFUE:~_
138. ~_
l3b. . _
1~. ~e' . _
DATE: 1- /'3 --Oft;
RllVIew 01 plans and specifications covered by this calculation Indicates compliance wtth the Aorlda
Energy Code. Before construction Is completed, this building will be inspected' for compliance In
accordance with Section 553.906, F.S.
BUILDING OFFICIAL:
the Rorida Energy Code: I I ~ -6(-
DATE: -.10,,;} ~ DATE:
FLORIDA BUILDING CODE -BUILDING
13-0.33
Climate Zones 1, 2". 3
TABLE BC-1' PRESCRIPTIVE REQUIREMENTS FOR SMALUDDmONS (600 Sq. Ft. and Le18), RENOlllTIONS TO EXISTING BUILDINGS AND SITE-INSlllLLED COMPONENTS OF MANUfRCTURED HOMES.
COMPOr.jENT MINIMUM INStILATlON
INSl,ILATlON INSTALLED
Concrete Block R-7 .
~ Frame, 2' x 4' R-ll K-ll
Fnime, 2' x 6' R-19
~ Common, Frame R-ll
.Common, Masonry R-3
Under Attic R-30
(IJ Single Assembly; Enclosed
1:1
Z Frame R.19. f<'-'";
::J Melal Pans A-13
iii Slnlile Assembly; Open R-l0
u
Common, Frame R-ll-
~ SlatJ.on.grade No Minimum . ~-lGj
0 Raised Wood R-19
.~ Raised Concrete R-7
Common, Franie R-ll
ti In unconditioned space R-6 ~-(p
::J In conditioned space No minimum
0
EQUIPMENT MINIMUM INSTALLED
EFFICIENCY EFFICIENCY
1:1 Central AIC - Split SEER a 10.0 SEER a
Z
::; - Single Pkg. SEER e 9.7 SeER c
8 Room unit or PTAC . EER =-8.5- EER. a
U
1:1 Electric Reslstanca ANY
z Heat pump - Split HSPF c 6.6 HSPF c
~ - Single Pkg. . HSPF a 6.6 HSPF"
:I: Room unit or PTHP COP "2.r HSPFI .
w COP a
U AFUE c .78
11: Gas, natural or propana
(IJ Fuel 011 AFUEa.78 AFUE a
AFUE =
..a: Electric Resistance EF " .92 EF"
6~ Gas; nstural or LP EF " .59 EFa
:I:;: Fuel on EF" .54 EF-
.
TABLE 6C.2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN.ADDITIONS ONLY
MaximUm Dercentage Qlass to Iloor area allowed is selected by type, overhang langth, and solar heat aaln coefficlant. Maximum % c .l1.lnstaIlad'%" ~
GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED
(Up.ro 20'i! UP TO 30% UP TO 40%. UP TO 50%
Single ( DoublV Single. Double . Single Double Single.
-
OH-SHGC OH-SHGC OH-SHGC OH-SHGC
/0' - .78 j 2' - .87 l' . .78 NOT
~ 1'-.75 0'-.61 ALLOWED
0'- .57 .
OH-SHGC
l' - .87.
0' -.75
. See Table 13-607.1 ABC.3.2 and 13-608.1.A8C.3.2
Do...ble
OH-SHGC
OH-SHGC
OH-SHGC
3' - .78
2' -.61
1'-.44
0'- .35
Get cerUlled SHGC lrom the manuiacturer or us~ defaults: Single clear SHGC c .7,5('!1OUble clear SHGC" .~nd single tint SHGC "..!l4
2' -.78
1'- .61
0'- .44
NOT ALLOWED
TABLE 6c-3 M1MMUM REQUIREMENTS FOR ALL PACKAGES
COMPON~
Exterior JoInts" CJ'!IC?ks
Exterior Windows" Doors
Sole & Top PI~s
Racnsell L1ghUng
Multlslory Houses
ExhaustFllfle
Combuetlon Heating
Water Hasters
SWimming Poole "l1pas
Hot Wider Pipes
Shower Heads
IfVAC Duct Construction,
Insulation" Instellatlon
HVAC Controls
.
SECTION f{r;:QUIREMENTS
606.1 To be caulkad, gasksted, Weather-stripped or otherwise sealed.
606.1 Max. 0.3 clmIsq.n. window area; ..5 cfmlsq.ft. door area.
606.1 Sole plates and penetrations through top plales of exterior walls must be sealed.
606.1 Type IC ratad with no penetrations (two a1lemaUvas ellowed).
606.1 - Air banier on perimeler of noor cavity between floors.
606.1 Exhauet fans vented to unconditioned space shall have dampers, except for combustion devices with Inlegral
exhaust ductwork. :.
606.1 Combustion space and water heating systems must be provided with outside combustion air, except lor direct vent
appliances.
612.1 Comply with efllCiency requirements in Table 612.1.ABC.3.2. Swlich or cleariy marked circuit breeker electric or
cutoff (gas) must be provided. Extemal or built-In heat trap required for ver1lcel pipe risers.. .
612.1 Spas & healad pools must have covers (except solar heatad). Noncommercial pools must have a pump timer. Gas
spa & pool heatam must have minimum thermal sfflclency of 78%.
612.1 Insulation Is required for hot water clroulatlng syelems (including heat recovery unlls).
612.1 Water Dow must be restricted to no more than 2.5 gallons par minute at 80 pslg.
810.1 All ducts, lIttIngs, mechanical equipment and plenum chambers shall be mechanically altachsd,.seafed, Insulated
and Installed in accordance with ths crileria of Seetlon 610.1. Ducts In altlcs must be Insulaled to a minimum 01 R-6.
607.1 SepatBte readlly.accesslble manual or automatic thermostat lor each system.
v
CHECK
V
V
V
GENERAL DIAECTIONS:
1. On Tabls 6C-llndlcare Ihs R-value 01 the Insulation being added to each component and the effiCiency levels 01 the equipment being Installed. All R-values and elf/clenclss Installed must meet or exceed
the minimum valUBS IIsl11d. Components and equipment nellher being added nor renovatsd may be left blank. .
2. ADDITIONS ONLY. Dstsrmlnsthe perosntags of new glass to condltlonsd floor area In the addition as follows. Total ths ilrsas of all glass windows, Sliding glass doors and glass door panels. Double the
area 01 all nonvertlcal roof glsss and add ft to ths prevlous total. Wher glass In oxlstlng exterior walls Is being rsmoved or enclosed by the addition, an amount squal to the total arsa of this glass may be
subtracted from the lotil giass arsa. OMde the adjusllld gl18s .area total by the conditioned floor arsa of ths addition. Multiply by 100 to get the pelC8nt. Rnd the Isrgest glass percenlllge under which your .
calculallld perosntags falls on Table 6C-2. PrsscrlptiVSs ars given by the type of giass (single or double pans) and the.overheng (OH) palrsd with a solar heat gain coefficient (SHGC). For a glvan giass typa
and OVIlrhang, the minimum solar hsat gain coefflclentalloW9d Is specified. Actual gless windows and doors prsvlously in the extarior walls of the.house and baing rslnstallad In 1I1e addition do not have.
to comply with the OVIlrhang and solar hsat gain coslflclent rsqulrsmenls on lllble 6C-2. All new. glass In 1I1e addlUon must mset the r8qulrsment for one of the options In the gla18 pelOsntags category
you Indlcatad. The ovarhang (OH) dlslancs Is mlSsursd perpsndlculer/y from the facs 01 the glass to a point dlrsctly under tha outarmost edge of the overhang.
3. RENOVATIONS ONLY. Replacamenl glass nseds to mast ths following rsqulrsments. Any glass type end solar heal galn coefflclant may be used for glass araas which are under at least a 2-loot overhang
and whose lowest edge does not axtand further than 8laet from ths overhang. Giass arsas being rsnovatad that do not meet this crltaria must be e~her slngla-pane tinted. double-pane cleer or
doubls-pane Untsd. .
4. 81:11LDlNG SYSTEMS. Comply when new system Is Installed lor syslsm Installed.
5. Complete the Informalfon reqUBSlsd on the top hall of .page 1.
6 Reed 'MInimum Rsqulrsmenls for Small Additions and RsnilvaUons,' Table BC-3. and check all applicable Items.
7. Raad, sign and data the 'Ownsr/Agent" csrtlflcatlon stateinsnt on page 1. ...,
13-D.34
FLORIDA BUILDING CODE - BUILDING
"
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BUIWING SHALL COMPLY WITIi
ALL APPLICABLE CITY OF
J ZEPHYRHILLS ORDINANCE.
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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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BUILDING SHALL COMPLY WITH
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Permission-OwnerBuilder.txt
~
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Name
p.O. /jOY
Addres~ I "1
~.jC) r M/a
I
~ (Pc {/nie
IS3]
;-- / .13S3'j
To Whom It May Concern,
Please be advised that:
Stacie Cross, & Debbie Dokendorf of Pasco
Permit Service have my permission until further written
notice to act as my agent to secure permits for
ifP/~~
date
NOTARY
7?z.se-o
STATE OF
Florl'de...
- COUNTY OF -
The foregoing instrument was sworn to and
subscribed before me this /<g4J... day of .:TCinL<.arj , ,200t.e .
Personally known /' or Produced identification__
Commissioned Stamp
and Expiration Date
Page 1
"
CeO & o/, Z-JI{ Ii
1111111111111111I111111111I1111111111111I1111111111111111111
2006005777
. .
County of
Rcpt: 958984
DS: 0.00
01/10/06
1)( [[It
Rec: 10.00
IT: 0.00
Dpty Clerk
S tate of
F k~/L;,{
.. J.
NO~ICE OF COR~lliNCEPillNT
~HE tillDERSIGNED hereby gives no~~ce that improvement will be made to cartai:
real property f and in accordance ,,'lith Chapter 713 f Florida Statutes th
following inforr:1aLion is provided in this Notice of COI"n1Tl0DCcmcnt; f
L Descr iption of Property: Parcel No. ~tj -6l~- J 1- OJfd- OOO()()- II tJU
.jS-()7 c41(jtl.~tr ~, 1~1- 119 "/it ?ANYl!/ /J/~k Zt/,tfJJ/,f
(Legal descr~ptlon of the property and stree~ address if available)
t l)CLI/J
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Ge:~eral
Description or
.1..mprovement
-'
...
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dS-07 4/aiJd"J,r 12{
k';;/Iam IJIJ~2tlrrl
City 4~;{1f"J..L JiJ
,,_ .J
stater/, 33Sfd
OwncrInforTIlat~on: Name
llddress
Interest in Pr.operty :
Name of Fee Simple Titleholder:
:'If other tn0D owner)
JED PITTMAN^ PASCO COUNTY CLERK
01/10/06 0~: "!Pm 1 of 1
OR BK 678~ PG 583
Address
City
State
R
Contra.ctor: Na.me ~.[ ~ \'J~~ At(/)t. ...7J....c2
.~;ddress (PIS-V HI'I /(c';y eel City.Zep0ri.l//f
StateR. ,33JY~
- Surety: Ndme
.i:\ddress
City
State
l~lloun t of Bond: _.
6 . Lender: Name
Address
(~i tv
State
7 .
Persons wi thin the State of Florida
notlces or other documents may be
713.13(1)(a; (7); Plorida Statutes;
designated by O\Vner upon i:VhOl
served as provided by Sectio:
Name
Address
City
State
8., In addition to hirrtself r Or.:..~ner designates
of to receive a copy of thE
Lienor's Notice as provided in Section i13413(1}(b); Florida Statutes
9 . t:){Dl.rl'1~_.ion d,at.e o! Not.Lce o:r Commencement. (the expLr:atl.on date is 1 yea.J
fr?m thed"n:.(!:'ei of recording unless a different date is specified.)
'"
,"" ..
,,"'- . . ~
c: ~ 0'''''-"-''''''''''' "'-T ;'.l.,",n:"';. /.~ 7f1!. ~ ~ <t Ilftt!:
....,.J.::JoLJ.Ci..-l.Lt,,_t: '-f_..,,__~~.~_~..lo-. w.~ c. n IL:.
Sworn to and' subscribed befor: me.,~sA 9VL day
of
Ta /l t/ u/1j
~-? .J) (X(' .
. r. I "
\:.~"cC:Y V' ti. C"-
~/(
~. Tot D.r"{./ 1:;' tll.") J_ i. c.
:":..,. Com"ini.ssi,Ofl E:j-:D~~Lres;
- -
NOTARY PUBIJC-STATE OF
Stacie Zullo
Commission # DD482036
Expires: Ocr. 16, 2009
L..;nded lmu ArliUltic Bonding Co., Inc.
ENGINEER'S NOTES:
,j
UHE BASIC DESIGN \JIND SPEED= 120 MPH, 3 SEe GUST
- THE 'JIND 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
!j]0 x )/2' HEX HD CORROSION RESISTANT METAL- SCREw
8.wASHER8.SEAL
APPRO X 4' DC MAX. (3 SCREwS /PANEL BOTH ENDS)
AS SHOWN
ALUM r~_ASHING
INSTALLED 6' MIN UNDER
;-IRS-:- RD'.; OF SHINGLES \
OR UNDER DRIP EDGE \
r ALUM Fi_ASHING
I iNSTALLED 6' MIN UNDER
118 X 1/2' CORROSION RESISTANT I FIRST ROW or SHIN9LES _.-:-_
ALL PURPOSE SCREw {l1'MIN-l OR UNDER DR,P ED~:.....:,"",-:::;::.::;::-:'-
j;~~~~~83A~tM032TE:sLIt~=~~~s~9~rE(DA=NHK~ rl l' I .-...:,"",-:::;:::,:;:::,:::~.:.:;::::;::-.,-.
BOTH ENDS ',II lil0x3/4' TEKS _":'"".>.;::-.'-. _.,--
(3) SCREI.'S PER PANEL EQ SPACED ~ .,<.--. _..--.
CORROSION RESISTANT "-.. I ..-..-.' .'
--=::', __.-..- EXISTING
.'- ROOF
VALENCE CAP \
1l8x1/2' CORROSION RESIST EN: \
wASHER HEADE:D SCREwS \
\
,
1 ;::lIt
"'-
\
I \ I HOST STRUCTURE
APPROXi1 -,,~,~,,~
I =....~ -.
I .T....-..-..-..-..-..
ROOF
12
~ 3/8-16 HEX HD BOLT, ''';ASHERS 8.NUT
CORROSION RESISTANT (2)
I~,-
I flAX
3'X3 1/8'xI0' BREAK FORM CHANNEL
ATTACHED TO HOST STRUCTURE
wi #IOX3' SMS CORROSION RESIST ANT
e16' DC TO HOST STUDS
STRIP SEALANT BETwEEN FACIA&HEADER
w
I'"
, =>
i~
I'" '
,..1
I;
o
I
2'x4'x044'
ALUM. TILT BEAM
FASTEN RECEIVING CHANNEL
TO HOST 2x4 MIN FACIA ,,.//
lil0x2' SMS OR LAG SCREWS
@ 12' o.c MAX (2) ROWS STAGGERED
NOTE CoNTRACTER TO VERIFY
CONDITION OF HOST STRUCTURE
4X VIEW @
FACIA ATTACHMENT DETAIL
I
I
131
MAX
w
~
~
~
u
~
~
r-
Vl
x
<[
L
11 GA INTERNAL ALUM BASE
PREDRILL VERT FLANGES
(2) 1/2' THRU BOLTS
1/2-13 HEX HD BOLT, WASHERS 8.NUT
CORROSION RESISTANT (2)
(6) 1/4' TAPCDNS/'w'ASHERSB.NUTS 2' MIN
IMBEDMENT. CORROSlDN RESISTANT
:Ox
1<[
'L
r
3'x3'x.063'
ALUMINUM COLUMNS @8' DC. MAX
TYPICAL
r-
Vl
o
I
,
o
I
3/8-16 HEX HD BOLT. ~ASHERS &NUT
CORROSION RESISTANT (2)
3/8-16 HEX HD BOLT, wASHERS &NUT
CORROSION RESISTANT (2)
4' CONCRETE SLAB OR FOOTING
\.lITH 6X6 JOl10 W',/M OVER
6 MIL POLY FILM OVERLAPPED 6'
OVER CLEAN COMPACTED SOIL
WITH EDGES TAPED
DETAIL OF
END POST TO CONCRETE
CONNECTION
REVIEW DATE: JJ rJq
CITYOFZEPHY LL~,
BUILDING OFFIClAL~
r2?,"YJ
Al
3'x3'x.063'
ALUMINUM COLUMNS @8' D.C. MAX
TYPICAL (3) IN FRDNTe 8' O,C.
GRADE
t
4
i
11 GA INTERNAL ALUMINUM BASE
PREDRILL VERT FLANGES
~(2) 3/8' THRU BOLTS
COLUMN FASTENED \.11TH
3/8' XS' EXPANSION BOLT
2 1/2' MIN, ENGAGEMENT wITH SLAB
- t
4"
\ 2'x4'x.063'
ALUM TILT BEAM
J
.
,
ENLARGED VIEW @
I COLUMN TO 5MB
1- - - - - -- - -- - - - --- - - - - - - - - - - - - - -- -"-l
ALTERNATIVE I
: 062'IN0E2U~~ 3'x)'X063' ALUMINUM COLUMN :
\
I
I
3000 PSI CONCRETE c'Xc.Xi?' F"OOTiNG
OVER CLEAN COMPACTED SOIL
)'X)'X 06' M!,N ALUM COLUMN IMBEDDED c' MiN IN
PIER '..[TH I ~ 5 X :i?' REBAR MOU~TED cRoss~rSE
&CENTRAL THRU COLUMN APPROX. 4' FROM COLUMN END
(3) PIER ;OOTINGS LOCATE:) PER PI_AN
1 f
1\ ~ \
I \ ! '--?T 2'x8' PERIMETER ~OIST
TYPICAL DETAIL ~~' \ I 2\~Ap~C~~ -
ALTERNATIVE WOOD DECK \~lO TAPCONSX 3 1/2'
POST TO DECK -C::;RROSIDN RESISTANT
CONNECTION 2' MIN IMBEDMENT iN c'x6'
PERIMETER JOISTS
&NUT
I ~ NOTE NO FOOTER REQ'D EXCEPT wHEN ADDRESSING ERRoSIoN
-'vi /~~ ~~OEODPJ~ ~~~}~tLG~6eJD WJpO loO~l~RpE1AYOF 1'/12'
I H1.\.I=8'x8' FOR GRADE SLOPE GREATER THAN }'/12' UP TO 2'/12'
H1.I.'=12'xI2' FOR GRADE SLOPES GREATER THAN 2'/12'
/ ~~wFISBLE~iMSESTHo HAVE EITHER 6'x6'-lilO/lOW'WM COVE RE D AD D ITI 0 N
SFF FooT'R NOTE 1
2500 PSI \,// 1 \15 RE3AR CONTINUOUS TYPICAL SIDE ELEV A TrON
cu
I
t
f' ,
. i I
i I
~
BASE PLATE (TYP)
,. I
I i
j--2/--1
PT 2x4/DECKING
FASTEN TO JOISTS
w/~8x3 DECK SCRE'w'S
NOTE: ~AY ALSO BE CONSTRUCTED ON WOOD DECK
It -:0 oe
I hereby eer tiry tho.", I
,n COMpliance with SE:'e tiC
.")1 \\\f\;-
V~\\\() 1
ho.ve pertorMed o.nd reviewed thiS plan and round
]609 of the Florcla Building Code, 2004 edition.
Do.v'd \j SMith,P E.
I ['~GiNEER L1CENC .536081
;:JESIGNED FOR 120 MPH IJIND ZONE
PASCO COUNTY. F"LORIDA
D . 'V . S NI I T H , P . E .
rlQRIOIIi PRQITSS!ONAL eNGiNeER l/C[NSt: ~{JMB(R 53608
Custom Home Plan Service
9909 "ALLASTON :;RIVE-DADE Un.fLDRIDA 33525
?HJ(, Js.?S<1-0965 'Af., J'52-521-0867 [."'Il. "",,..17'9". cot
PASCO PERMIT SERVICE
SUZANNE BAHR 8J3-788-53:4
,CUSTOMER
I
I
SH((T Of"
COVERED ADDITION
OF '
ENLARGED VIEW
ALTERNATIVE PIER FOOTING DETAIL
SCALE
AS NOTED
D(S I GN/DRAlI'N
DWSMITH,PE
PART NO.
CARPORT .;<
I :20
ENGINEER'S NOTES:
3"x4' STRUCTAL DR EQUIV INSULATED ALUMINUM COMPOSITE ROOF PANELS
DR 3'x!2'x032' RISER PANS \.lITH INSULA TION&.Ol':nlIN ~ROTECTOR PANEL
PAN ALLO" 3105 H-28 24KSI YIELD MIN 28KSI TENSILE UL T.
CLOSE INSULATION PANEL \.lITH ALUM END CAP
SECURED \.11TH 3/8 X5/8 LG CORROSION
RESISTANT \.lASHER HEADED SCRE\.IS
SCRE\.I PATTERN TO BE 12'OC @PERIMETERS
AND 24' IN FIELD 7
16' MAX COMPOSITE PANELS
I 13' MAX \./ / 3'X12"x.032" PANS
I NOTE STAIRS &RAILlNGS TO
CONF"DRM TO FB.C 2004
SECTIONS R311 &R312
\ RESPECTIVEL Y ,
~"E ""'<C DE" ll.RVIEW DArE: J//i3/""
SHEET ClTY OF ZEPHY L~ Y2 .
BUILDING OFFICIAL)7/rJ 17v~6~t
I hereby certify thO. t I ho. ve oerforMed o.r,d reviewed this Dlo.n and fount
it to be in cOMpliance with the Florido. BUilding Cede R30L 2004 edition
2xASCE ]-05
1/4" X4 1/2' LG
CORROSION RESISTANT LAG SCRE"'; (COMP PANEL ROOF)
( FOR RISER PAN ROOF USE #IOXl 1/2' LG HEX Hm
CORROSION RESISTANT LAG SCRE\.I
\,.1 /1 5/8' DIA FENDER ',.lASHER
(3) PER PANEL8.b' DC @SIDE
J
LTHE ?,p.SIC DESIGN \J!NDSPEED= 120 NPH , 3 SEe GUST
2 THE \./IND IMPORTANCE FACTOR IS 10
3 THE: \.JlND EXPOSURE CATAGoRY USED IS 'B'
4 THE INTERNAL PRESSURE COEFFICIENT iCoR ENCLOSED BUILDINGS IS "'18/-18
5 DESIGN \.IIND PRESSURE =+20/ -23 PSF
6 ALL \./INDo\JS AND DOORS TO BE RATED FOR 120 MPH \JIND SPEED AND INSTALLED PER
MFGR'S SPECIFICATIONS
7. SEE NAILING SPECIFICATION NOTE FOR \.1000 PANELS BELO'v,!
NAILING PATTERN SPECIFIED PROVIDES 850#lFT UPLIFT
\.IALLS
I
I
\
i
\ I
\ ,
I I
\ I
\1
II
il
1/21
12
VAI_ENCE CAP
#8x1/2' CORROS10N RESISTENT
\.lASHER HEADED SCRE'v,!S ~
+ I
I
DBL 2'X4' TOP PLATE
f
I
~8 X !/2" CORROSlON RESISTANT
ALL PURPOSE SCREV
EXISTING
ROOF
111 t126 APPROX ~:..;:::::::::.
....-:....-' ~
-".-
_.:-"
..-:::::;::::.::..--
DBL 2'XIO' HEADE:R
\.I /j/2' PL Y\.IOOD SPACE:R
OVER \.IINDO\.lS&DOOR
\.IINDO\.lS PER SCHEDULE
1/2' CDX OR OSB
OVERLAP BOTTOM PLATE AND
PE:RIMIETER JOISTS NAIL
6' O,C. @EDGES&lN FIELD
SEE NAlLlNG NOTE'
z
~
L
f
I +235 PSF
-295 PSF
C-24
376><50 5/8
2'x4' STUD CONSTRUCTION
R-25 MIN INSULATION
UNDER FLOOR
.
co
I
3'x12'x03
COMPOSITE ALUMINUM PANEL
DR RISER PAN \.I/INSI\.PROTECT
LASHING
UNDER DRIP EDGE OR
INSTALLED 6' MIN UNDER
FIRST RO\.l OF SHINGLES
,
r
I
V1NYL SID1NG
TO MATCH EXISTING
R-11 INSULATION IN ALL 2X4 \.IOOD '"jALLS
SlNGLE PT 2'X46 PLATE
FASTEN TO PERIMETER JOIST
l"j /(2 ST AGGGERED RO\.lS)
16d NAILS 12' DC.
(SEE NOTE BELO~ IF CONSTRUCTING
ON CONCRETE)
CONTRACTER TO VERIFY CONDITION OF HOST STRUCTURE
FASTEN RECEIVING CHANNEL TO HOST 2x4 MIN FACIA
1l10x2' SMS DR LAG SCRE\JS@ 12' DC. MAX
(2) Ro\JS STAGGERED
ENLARGED VIEW @
FACIA ATTACHMENT DETAIL
STRUCTURAL PANELS NAILING NOTE:
NOTE NA1L 6' D.C. @ VERTICAL EDGES&12' IN FIELD
WOOD STRUCTURAL PANELS SHALL
OVERLAP THE TOP MEMBER OF THE
DOUBLE TOP PLATE AND THE BOTTOM
PLATE AND THE PER1METER JOISTS \.IHEN APPLICABLE
(CONSTRUCTING ON A \.1000 DECK)
RO\.lS OF 10d NAILS @ 3' D.C. SHALL BE 1/2'
MINIMUM rROM PANELING EDGE& OF BOTH MEMBERS
OF DBL TOP PLATE&BDTTOM PLATE
USE T\.IO STAGGERED RO\.lS OF NAILS ON 3' O.C
@BOTTOM PLATE \.IHEN BUILDING ON CONCRETE SLAB
OR AL TERNATIVEL Y INTO PERIMETER UOIST \./HEN
BUILDING ON '../OOD DEC:<
ALUM TERMlTE SHIELD @ EACH P1ER
-..-----
--..-"---
8'XS'X8' CONC BLOCK PIER
4'X16'X16'CONC PAD
OR EQUUIV
AUGER ANCHOR @ 8'O.C. MAX FASTENED TO
DBL 2X8 GIRDER Iv,!/FLAT SIMPSON CS-I6 STRAP
OR EQU1V ASTM#123-SgA MOBILE HOME STRAP
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 SEC GUST) AS INDICATED ON PLAN.
WINDOWS AND DOORS TO BE INSTALLED PER MFGR'S
SPECIFICATIONS
NOTE: SHOWN BUILT ON WOOD DECK, MAY ALSO BE
CONSTRUCTED ON 2500PSI CONCRETE SLAB 4" THICK W/
6x6/10-10 WWM OVER 6 MIL POLYFILM OVER CLEAN
COMPACTED TERMITE TREATED SOIL, FOOTINGS WILL BE
REQUIRED IN SITUATIONS WITH SLOPING GRADE,
FASTEN BOTTOM PLATE TO SLAB WI 1/2"X5" WEDGE ANCHORS
. @24" O.C. MAX@ EACH SIDE OF DOORS&: WINDOWS&WITHlN
6" OF CORNERS
AL.UM FLASHING
INSTALL[] 6' MIN UNDER
FIRST RO\.l OF SHINGLES I
I
12" APPRO:+ ~
HOST STRUCTURE
~
~. ..-..,""'..,""'.... ""","'" '...-,.-
--0'-
ROOF
~
L~~
H
0
S
T
S
T
R
U H
C
T 0
U
R S
E T
S
T
(/) R
w U
~
C1::: C
<[ T
> U
R
E
3/4 PT PL Y\.IODD
+225 PSF
-245 psr
36'x6'-8' PR[HUNG
STAIRS
~r--
~b\~
4 II /"t.,t)5
I ENGINEER ClCENCE '53608 I
Do. Vld ~ SMith,PL
/1 DESiGNED FOR 120 I>1PH \./IND ZONE David W. Smith. P.E.
.\\ ! PASCO COUNTY, F''-.ORIDA MECHANICAL ENGINEER DEVELOPMENT CONSUL1ANT
D . ~v .. S l\tI I T H , P .. E .. II' SHEET or
FlORIDA PRIJrtSSIOIW. [NtI'l:ER LICENSE N\.t<!l(R 53608 ROOM ADDITION , OC- ,
Custom Home Plan Service WOOD FRAME > r ,
9909 'AlLASTON DRIVE-DADE CITY,rLDRIDA 33525 DEl I oN/ORA'" DATE I PART N3.
?IQ(')""5<H)965 ["')52-5<1'0867 [-'-'\1[, "",,../7'9\"0\ D.W.SMITH.P[. 11/27/05 RA-Ol x 16'
PASCO PERMIT SERVICE SCALE CHECKED ROOM ADDITiC
SUZANNiC 3AHR 813-788-5314 AS 'JOTED ! WOOD F'RAM
NOTE \.IHERE 'w'INDO\.lS OR DOORS
INTERRUPT THE \.IOOD STRUCTURAL
SHEATHING AND \.IITHIN 4 rT OF EACH
CORNER AND ATTACHMENTS TQ EXISTING
STRUCTURE USE SlMPSON SP2&SPI
OR EQUIV APP!..IED PER MFG'RS
SPECIFICATIONS
ENGINEER'S NOTES:
/
/
!
~t
~~3
:::: I
ill0 X 1 1/2' HEX H:J CORROSION RESISTANT METAL SCRE',(
~wASHER~SEAL INTO DEL 2x4 TOP PLATE
APPROX 6' DC MAX. (TYPICAL BOTH SIDES)
DEL 24 TOP PLATE
wi CORNERS LAPPED
\ /
\ DETAIL F /
~N FASTENING /
---- --
--
TYP wINDOw MAY BE
LOCATED AT ANY SIDE
I--l~-
SP2
TYP
HEADE,~
,
-D
I
i7'
SH 3030
+20 PSF
-22 PSF
SPl
TYP
o
. . "
EXTERIOR FINISH
EXTERIOR FINISHED PER OwNERS
SIDING DR STUCCO AS SPECIFIED
16' MAX
SPECIFICATIONS
BY OwNER
STRUCTURAL PANELS
NOTE 1/2' CClX OR OSB STRUCTURAL PANELS SHALL
OVE~LAP THE TOP ~EMB>R OF THE
DOUBLE TOP PLATE AND -THE PT BOTTOM PLATE
RO'w'S OF IOd NAILS E!3' DC SHALL BE 1/2'
~LNID'kULM !~8MAfDg~TgbMB~~~T~EMBERS OF TOP PLATE
PAN(_LS ShALL rlAVE NAILS Ai SPECIFIED SPACING OF 6' ':lC
e V~RTICAL EDGES AND 12' MAX IN rlELD
~OTE IIHERE IIINDOIIS DR DOORS ;NiERRUPT THE
'w'ODD STRUCTURAL SHEATHING AND 'w'ITHIN 4' 0>
:ACH CORNER AND ATTAChMENTS TO EXISTING STRuCT~RE
JSE SIMPSON SP2~SPI OR EaUlve iOPUOTTOM PLATE/SiUD
:ONNECT10NS APPL!ED ~ER MFG'RS SPECIFICATIONS
orE
HEcOUNDATiON SrlO'w'N IS BASE:; ON
MINiMUM SOIL 3EA~INC PRESSC;R(
F lOOOPSF
NOTE NO FOOTER REQ'D EXCEPT ".'HEN ADDRESSING
4' 2500 PSI NOMINAL SLAB "';;0 FOOTER HAY
BE USED ON LEVEL GROUND UP TO SLOPES OF 1'/12'
H8.'w'=12'xI2' ,DR GRADE SLOPES GREATER THAN
NE'.! SLABs 10 HAVE EITHER 6'xo'-~IO/10'w',,,,H
OR FIBEF~HESH
~T ?:x4'~ BASE PLA~E~
, f-\S I t.N 10 "
PT 2'x6' PERIMEER JDIS-;- \
wi (2) 16d @ 16' O~
STAGGERED ~
'"
/ALL 2'X4' STUDS, AST, NFD Te
P'R MFTFR FC:..M wITH - -
SrM~SON-::M~T 11'~R 'QUlV
App, lED -'FR WGR::, "P=-CS
OR EQUIV - . ~ -
SIMPSON HD5 OR EQUIV
'@ALL EXTERIOR JOlS; Ti] GIRDER
CONNECTIONS
SCRE.JS/PANEL
~.
LJEf
I-+w
I
ERROSION J
(DBL
/
I
I
I
I
--I' ~
I
--j
I
2'n2'
1/2' PLYwOOD SHEATHING
FASTEN PER STRUCTURAL PANEL
AUGER ANCHORS
STYLE CRESTil48364634
BRANDON, FLORIDA
OR EQUIVAL[NT
UPLIFT CAPACI;Y=4,700 LBS
8' DC MAX
FASTEN TO UOISTS @8' DC
MAXw I (2) 1/2' x3 1/2'
LAG BOI_ TS. PREDRILL BEAMS
4uxS'x16'
SOUD CCNC BLOCK
DR EQUIV
! -I HE DESIGN \.Jl~D SPEED = 120 MPH , 3 SEC GUST
THE wIND IMPORTANCE FACTOR IS 0.77 J
THE '.JIND EXPOSURE CATAGORY USED IS 'B'
THE INTERNAL PRESSURE COEFFICIENT=+/-018 ENCLOSED
CATAGORY I BUILDING MINOR STORAGE SHED
5 COMPONENTS&CLADDING DESIGN PRESSURES ARE PER
FBC TABLE 1609.63 DR R3012(2) FOR A MEAN ROOF HEIGH,
LESS THAN 30 FT
ROOF +12/-21 PSI'" ZONE IE
wALLS +25/-27 PSF ZONE 4B
ALUM TERMITE
SHIELD C'YP)
'"
1~
I
I ~ I
r
'..1=12' MAX
xLENGTH TO 24'MAX
TYPICAL WOOD DECK ALTERNATIVE
FOUNDATION
-'I"
i
~
2X10 w/l/2' OSB
3'x12'x032'MIN ~
ALUM RISER PAN ROOF
1--1/-
#10 X 3' HEX HD CORROSION RESISTANT MFTAL SCREw
&wASHER&SEAL INTO DBL 2x4 TOP PLATE
APPROX 2 1/2' D.C MAX. (3 SCREwS /PANEI BOTH
AS SHOwN ABOVE @ DETAIL F -
2x4 STUD CONSTRUCTION@lo'OC
USE SPI HURRICANE CLIPS AT
BOTTOM PLATE 8. SP2 AT DBL
PLATE TO STUD CONNECTIONS
@ LOCATIONS SPECIFIED IN
STRUCTURAL PANEL FASTENING NOTE
DEL
SIMPSON MST
DR EQUIV.AT
LOCATION
o
+18 PSF
-20PSF
o 0
SPH4 R EQUIV
\ ~'
~'GTH TO SUlT
72'X7S' PRE HUNG
DOOR
NOTE INSTALLATION OF DOOR TO BE
PER 11ANUFACTURERS SPECIFICATIONS DEL
TO COMPLY wITH 110 MPH ',(IND SPEE;)
REQUIREMENTS
CAULK AND SEAL DOOR BEFORE FASTENING
PT 2'X4' BOTTOM PLATE
SECURE TO SLAB wi
1/2' EXPANSION BOLT
3' IMEEDMENT h 2 1/2' MIN
2C,' DC APPRuX, wITHIN
l' OF CoRNERS&EACH SIDE
[lrJORS!,.'w'lNDOIJ OPENINGS
EDGE DISTANCE
OF
TYPICAL SIDE ELEV A nON
I r,ereby certify t~Clt I hove ~erc8r"'1eCl end reviewea ,hiS :Jlan ord found
t -:0 be in cOMplionce ''11th sec-tlon 1609 of the clo'--'dCl Building Code, 2004 edition
ena ASCE 7-02 & sec:ion R3C1 Ot 'BCR 2004
1\ J 1) ~
\11)\
. D.vV.SwlITH.P.E.
I FLORIDA PRorESSiO~Al ENGiNEER L:CENSE NUMBER 53608
i Custom Home Plan Service
:9909 ~ALLASTON DRIVE-DADE C:Tv, ,LORIDA 33525
PHOM:J52-52i-0865 rAx,J52-52I'0867 ['~All ~r<;f:p€@~Qr\hl,nk.ne\
PASCO PERMIT SERVICE
SUZANNE 3AHR 813-788-5314
PAN ROOF 11/ STUD '.ALL CONST. SHEET Jr
WOOD FRAME SHED
16' W X LENGTH TO SUIT 1 OF
SCALE DATE I PART NO.
AS NOTED 12/12/05 ISHED01-16'
D(SIGN/DRA~N C~(CK[D
DW.SMITH,P E . 120
Dovia ',.j SMith,? E
::NGINEER_IC[NC::: ~53608 :