HomeMy WebLinkAbout06-5665
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
5665
Permit Number: 5665
Permit Type: ADDITION/ALTERATION
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: NOT APPLICABLE
Square Feet:
Est. Value:
Improv. Cost: 4,600.00
Date Issued: 4/10/2006
Total Fees: 82.50
Amount Paid: 82.50
Date Paid: 4/10/2006 Phone:
Work Desc: EXTEND ROOF & REPLACE VINYL WINDOWS
Address: 3412 PYRITE DR LOT 200
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: EMERALD POINTE RV RESORT
Parcel Number: 24-26-21-0050-00000-2000
Name: DAHM, ERNST-OTTO
Address: 3412 PYRITE DR LOT 200
ZEPHYRHILLS, FL. 33542
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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.
REINSPEcnON FEES: Reinspection fees will comply with Florida statute 553.80 (2)(c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
NO OCCUPANCY BEFORE C.O.
<.:::,SVtr. C, {litl'- r~ .
CONTRACTOR SIGNATURE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DEPARTMENT 5335 8R St, Zephyrhills, FL 33542
813-780-0020 FAX: 813-780-0021
DATE RECEIVED
PASCO P~RMll S~IfICE
PHONE CONTACT FOR PERMITTING r - '6(q(q - g).L{ - 7 g <1 Lf
OWNER'S NAME E I~/)\f I - ().JJd
JOB ADDRESS JlJ I J PlJ f'LIe
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PHONE
LEGAL DESCRIPTION: LOT (S) ~()() BLOCK
PARCEL ID # 02LJ - ~.,J./- dUJd - OOaJ)- o1<kXJ
SUBDIVISION7Je lJ~r'tf/cI /i;/~
,€P- RAld/'>{-
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: ~NEW CONSTRUCTION
DSIGN
PROPOSED USE: DSGL FAMILY DWELLING
o COMMERCIAL
o ADDITION
o MOVE
DALTERATION
o REPAIR
o INSTALL
o DEMOLISH
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
D MOBILE HOME
o OTHER
DESCRIPTION OF WORK
D RESTAURANT & HEALTH DEPARTMENT APPROVAL
Jlx./tN:! rOJf a A-cI I'.f'p!t.?ce
. .
J/I/J(.j / tvl/l abu
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BUILDING SIZE
SQUARE FOOTAGE
HEIGHT
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1 ) SET ENERGY FORMS.
IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
~
/
PERMITS REQUESTED
~ BUILDING
o ELECTRICAL
$
t/ !eX. ())
VALUATION OF TOTAL CONSTRUCTION
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
D OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES 0 NO
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BUILDER
SIGNATURE
( ~~flJ--
STATE CERT OR-~EGIST #
******************************************************************
ELECTRICIAN
COMPANY
SIGNATURE
STATE CERT OR REGIST #
******************************************************************
PLUMBER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
******************************************************************
MECHANICAL
COMPANY
STATE CERT OR REGIST #
SIGNATURE
*****************************************************************
OTHER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to "deed restrictionsn 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 portions of the "Contractor Sectionsn 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 "An 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 I~/tA~i DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT".
l)J. t/f2RJ ~ ~
SIGNATURE: OWNER OR AGENT SIGNATURE:
STATE OF FLORIDA:>~ '"
COUNTY OF /'~~~
The foregoing instrlment was acknowledged
Before me this~' day of m (lA-l'.11 , 200t
by
(name of person acknowledged)
Owho is personally known to me, or
r:fWhO has produced o/rltJ{kJ li&.ALL
(type of identification)
and whoO di.?/, qdid not take an oath.
~f'~{lL ~ 2,,(1-----
Signature of person taking acknowledgement
STATE OF F
COUNTY OF
The foregoing instr ent wasAflckngwledge~
Before mELt.hisl dpy,pf /;Jtf1(,/1 20~
by Ke/JA.lI/.. .lLJ/(,
~ (name of person acknowledged)
~ho is personally known to me, or
Name
lWY PUBLIC SLW OF FLOflD.'.
tY,P'ut prgfitd efosS amped
\;~'f1Con:mi~Sion # DDS1 o:,r-~
Expires. OCT. 16, 21.,
~Cl:Jed Thru Atlantic Bonding (,l" ;l"~
Owho has produced
(type of identification)
and who Odi? . DUd not take an oath
\:C{' \L' !i[l~ (/~--v'~
Signature of person taking acknowledgment
NOTARY PUBLIC-STATE OF FLORIDA
t~ri~~Mit'.o~I~~meed
OInmlSSlOn # DD5109t)4
Expires: OCT. 16, 2009
Bonded Thru Atlantic Bonding Co., IL
Name
NOTICE OF COMMENCEMENT
f(' tj ~f' ,
?~1J/,jJlf
State of
, .
FltJ/'c~
County of
;a q(j~
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. Description ofProper~: Parcel No. lrJj- ,;loJ 71.e ~j'JJra.. II POlAk /?r RerfOh /
eJ tj -Jh -01./- i) J r-d - OOOOd - 02000 3l// J- P'I /y~ IJt
(Legal description of the property and street address if available)
2. General Description of Improvement R,i. c./e,~ /(JO;: ~ I a ",J I-efLa..ce
tI/~!J J tui06CUf 11111111111111I1111111111111I11I11111 11111111111111111111111
2006070249
3. Owner Information: Name ~rMI - o-/f<l
Address
Jtj/,1 PqrL:)e /JUtt
v
City
,()a h 117
ZepLJrLiiJ-
Rcpt: 986374
DS: 0.00
04/06/06
State ;=--1. 33J<j 0
Interest in Property:
Rec: 10.00
IT: 0.00
Dpty Cl.rk
Name of Fee Simple Titleholder:
(If other than owner)
Address
R Contractor: Name
Address d 7 {,J&
5. Surety: Name
Address
Amount of Bond: $
6. Lender: Name
Address
City
j~.^- /(j/~ ~1AI1~tjl(j/j
{'o.-I,~'ka./J A. City 7 fY~ri.J1r
JED PITTMAN PASCO COUNTY CLERK .
04/06/06 0~: !5!pm 1 lOf331
OR BK 692~ PG
State
Stattf""!. 3JSfl
City
State
City
State
7. Persons within the State of Florida designated by Owner upon whom notices or other
documents may be served as provided by Section 713.13 (1) (a) (7), Florida Statutes:
Name
Address
City
State
8. In addition to himself, Owner designates
of to receive a copy of the Lienor's Notice as
provided in Section 713.13 (1) (b), Florida Statutes.
9. Expiration date of Notice of Commencement (the expiration date is 1 year from the date
of recording unless a different date is specified.)
day of
.,'t~-
NOTARY PUBUC-STATE OF FLORIDA
My Commission Expires: ~ . S. fade Cross
Commission #DDS10984
PC93053048/A Expires: OCT. 16, 2009
Bonded Thru Atlantic Bonding Co., Inc.
SignatureofOwner:./JJ . ~ J.::I.' ..I.
f -
Sworn to and subscribed before me this ()1r3 ,,01.
. J'J.i tL~
111 cVUA
,20 06.
Notary Public:
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
EMAIL ioykenl@msn.com
Proposal submitted to Janet & Eo Dahm
3412 Pyrite Dr.Emeral Pt. Zephyrhills F133540
Specifications Replace existing windows in front room with white vinyl extruded frames
,
And clear insulated glass, add e to existing roof note posts to stay just add 2x6 angle
supports
We hereby propose to furnish labor and materials complete in accordance with the above
or a~~d specifications, for the sum of $ 4,600.00 Plus Permits and Engineering.
Deposift 2000.00_ _ Draw Schedule
Balance _on completion Plus any Extras
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, should collection be required, owner shall pay reasonable
attorney fees. Venue pf any suit co cerning this proposal shall be in Pasco County,
Florida. . op', sub' t to ceptance within days and is void thereafter at the
option of
The above prices, spec. lcations and conditions are hereby accepted and you are
authorized to perform the work as specified. Payme t will bade outlined above.
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BUILDING SHALL COMPLY WITH ~
ALL APPLICABLE CITY OF I
ZEPHYRHILLS ORDIN ANCE. 'i jrt:-! v ~
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BUILDING SHALL COMPLY WITH
ALL APPLICABLE BUILDING,
ELECfRlCAL, PLUMBING AND
MECHANICAL CODESJ-II ole Ie,
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MOTOR HOME PORT EXTENSION
ADD I~Ew
I"" 81
3" COMPOSITE
1
PANELS FL. ~
2X6
KNEE BRACE 51
TYPICAL
ADD NEw
]/lx]/lx.125/1
ALUM POST
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2x9 5MB
EXISTING
POST AND CARPORT STRUCTURE
REMOVE EXISTING POST
~EXISTING CONCRETE SLAB
RE~ER TO CONNECTION DETAIL
I r,ereby certify tnCl t I heve perforMed ond revewed -:r15 plCln o.nel found
i1: to be ir. cOMoliClnce with the F\oriela. BUilding Coele, 2004 edition
LClv,d \j SI"I"":r/=' E:
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SNG = ."""'E:ER
L-I::ENCE -;$53608
D.vV.SNIITH, P.E.
FLORIDA PROFESSIONAL ENGINEE~ LICENSE NUMBER 53608
Custom Home Plan Service
9909 .ALLASTON DRIVE-DADE C1T~.FLDRIDA 33525
PHONE,352-521-0865 FAX,352-521-0867 ['MAIL' zepryr27@gte.n<>t
PASCO PERMIT SERVICE
SUZANNE BAHR 813-788-5314
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BUILDING SHALL COt-.fPL Y WITH
ALL APPLICABLE BUILDING
ELECTRICAL, PLUMBING AND
MECliAJ\lICAL CODES. ) /'
4 /..;:) "s....
lo/!J
SHEET OF
PORT EXTENSiON
1 OF
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SCALE
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DESIGN/DRA~N
ER!C BAHR
:lATE
4/4/06
CHEeKE D
DWS
~ART NO
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\ EXISTING
\ ROOF
\
~
-:::: .:-:'.:::.. - "-..
llS X 1/2' CORROSION
ALL PURPOSE SCREw
ALUM FLASHING
INSTALLED 6' MIN UNDER
FIRST ROw OF SHINGLES
OR UNDER DRIP EDGE
J'xI2'x.OJ2'
ALUM PANEL ROOF
OR J'x4' COMPOSITE
PANEL ROOF
-"-"
f
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W
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CHANNEL ATTACHED TO FACIA wi
LAGS ~ 12' DC.
STRIP SEALANT BETwEEN FACIA&REC CHANNEL
CoNTRACTER TO VERIFY CONDITION OF HOST STRUCTURE
,
DETAILA
PAN OR COMPOSITE PANEL
ROOF CONNECTION TO FACIA
l-
V!
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r- EXISTING
ROOF
RECEIVING CHANNEL ATTACHED TO HEADER
ATTACH MIN PT 2'X6' HEADER TO HOST STRUCTURE
'JI ill0X3 1/2' LAG SCREwS @12' O.C CORROSION RESISTANT
STRIP SEALANT BETwEEN FACIA&HEADER
-..
ALUM FLASHING
INSTALLED 6' MIN UNDER
FIRST ROw OF SHINGLES
OR UNDER DRIP EDGE
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2'~H' S"B TO HOST STRUCTURE V/REC C"AN~
FASTEN RECEIVING CHANNEL TO HOST wALL
STRUCTURE ''';1 CN) 1l10x2' SMS OR LAG SCRE'JS
2'xH' 5MB
CN=H)
DETAILD
PAN OR COMPOSITE PANEL
ROOF CONNECTION TO FACIA
&RAKE BEAMS TO wALL
ENGINEER'S 'JOTES -
BASIC ',.;IND VE'..oCITY 120 MPH
INPORT ANCE r ACTOR 0.77
EXPOSURE CATAGORY 3
INTERNAL PRESSURE CoE~F!CIENT=OO
DESIGN LOADS FOR SCREEN RoOF= II PSF
DESIGN LOADS ~OR SCREEN wALLS= 14 PSF
MwFRS DES;GN PRESSURE (ON FRAMES)= 23 PSF
BEC;M SIZE POST SIZE i FC;STENERS @17 KSI
I 5MB. DEPTH S.M.B wEB TUBE wALL CORROSION RESISTANT UPLIFT
'H' wAll 'T' 'N' SIZE CAPACITY
4' 045' .06' (3) 3/8' BOLTS, NUTS, wASHERS 11,720 LBS
5' .050' .06' (3) 1/2' BOL TS, NUTS, wASHERS 2,550 LBS
6' .050' .06' (4) 3/8' BOL TS, NUTS, wASHERS 2,550 LBS
]ETA1L E-1 7' 055' .06' (5) 3/8' BOL TS, NUTS, wASHERS 3,500 LBS
~!SER PAN RaOF 7' 055' .09' (4) 1/2' BOL TS, NUTS, wASHERS 3,600 LBS
CONNECTION 7' 055' .125' (5) 1/2' BOL TS, NUTS, wASHERS 4,500 LBS
8' 072' 06' (6) 3/8' BOLTS, NUTS, wASHERS 5,500 LBS
8' 072' 09' (6) 1 I 2' BOLTS, NUTS, wASHERS 7,000 LBS
8' 072' .125' ( 6) 1/2' BOL TS, NUTS, wASHERS 7,000 LBS
9' 072' .06' (6) 1/2' BOL TS, NUTS, ',JASHERS 7,000 '_BS
9' 072' 09' (7) 1/2' BOL TS, NUTS, wASHERS 8,900 LBS
9' .072' .125' (8) 1/2' BOLTS, NUTS, wASHF"RS 9,500 LBS
10' I 092'\./EB .389 FLG (9) 1/2' BOL T S, NUTS, wASHERS 1 LOOOL BS
NOTE OTHER BOLT SIZES AND QUANTITIES MAY BE USED
LIMITING FACTOR IS SHEAR STRESS IN THINNNER OF BEAM OR COLUMN 'w'EBS
NOTE COLUMN TO FOUNDATION CONNECTION CAPACITY MUST EQUAL
OR EXCEED BEAM TO COLUMN CONNECTION CAPACITY
~
f-U
V!D
D..-J
IiXl
I 1_
.\ EXISTING
ROOF
\
3'X12' ALUM RISER PANELS
f\ FASTEN PANELS TO BEAM 1,/1
\ ~10 X3/4' HEX HD CORROSION RESISTANT
\ TEKS,wASHER&SEAL
(J) SCREwSI PANEL OR
, \ J'x4' COMPOSITE ROOF PANELS. EUTE OR
! \ STRUCTALL SNAP N LOCK FASTEN wi
I \ 1/4' X4 1/2' LG
I Co.~ROSION RESISTANT LAG SCREw
I \~/1 1/2' D1A FENDER VASHER
(3) PER PANEL ~ BOTH ENDS
& S' DC @RAKES
r \l
llS X 1/2' CORROSION
ALL PURPOSE SCREw
ALUH FLASHI'JG
,INSTALLED UNDER
\ DRIP STRIP EDGE
-"-.--..
'- 3'x12'x032'
RISER PAN ~OOF
"10 X 1/2' HEX HD CORROSION RESISTANT METAL SCRE\,I
~\,IASHER~SEAL
APPRO X 6' DC MAX. <3 SCRE\,IS IPANEL BOTH ENDS>
AS SHO\,lN
FASTEN 3'x.063 RECE1V1NG CHANNEL TO HOST 2x4
\,I (2) ~IOx1/2' SMS @ 12' D.C. MAX
(2) RO\,lS STAGGERED
11/2
12' APPROX-!
J'xI2'x:JJ2'
ALUN PANEL ROOF
OR 3'x4' COMPOSITE
PANEL ROOF
-..
\
\ EXISTING
ROOF
-"-
12
-"-
",OST
2'x4'x.06J' 5MB
~ RECEIVING CHANNEL ATTACHED TO HOST
HOST wALL STRUCTURE wi 3/S'x2 1/2'
TAPCoNS @ 12' O.C CORROSION RESISTANT
APPLY STRIP SEALANT BETwEEN FACIA&HEADER
PANEL ROOF CONNECTION DETAIL B
TO CONC BLOCK wALL
HOST
2'XJ'X063' ALUM POST
wlSCREEN GROOVES TO
OUTSIDE
DETAIL OF POST TO BEAM
&: NEW CARPORT ROOF CONNECTION
3'x12' RISER PAN
~ FASTEN RISER PANS TO FRAME wi
1110 X 1/2' HEX HD CORROSION RESISTANT
METAL SCREw,wASHER&SEAL
,/ APPROX 4' DC r~AX. AS SHOwN 1/2' THRU BOLTS ,/ . m
(3 SCREwS IPANEL BOTH ENDS) PER TABLE BELO\,l ../
& 8' DC. @ RAKE EDGES \,IASHERS~NUTS ''''
CORROSION RESIST ANT
2xl0 S.M.B.
J'CoMPOSITE PANELS
FASTEN TO FRAME 1,/1
lllG X 4' HEX HD CORROSION RESISTANT
METAL SCREw,wASHER&SEAL
APPRoX 8' DC MAX.
C3 SCREwS IPANEL BOTH ENDS)
8. S' D.C. @ RAKE EDGES
DETAILE- 3
2x10 5MB CONNECT ION TO
4x4x125 ALuM POST
xH S.M.B.
HT
t
DETAILE- 2
COMPOSITE PANEL CONNECTION
NOTE DIM HT DEPENDANT UPON
LATERAL LOADING & OTHER
SPECIFIC DESIGN FACTORS.
NOTE SEE SIGHT SPECIrIC DwG
rOR ALLOwABLE DIMENSION HT
PATIO & CARPOR-:-
CONNECTION DETA!LS SHEET
HUILlJlNU SHALL COMPLY WITH
tLL APPLICABLE BUILDING,
ELECTRICAL, PLUMBING ANr{
.... __ I
If I'"' C:.
~
I hereby certify tho t I have pe>"forMed and reViewed thiS plan and
it to be in cOMoliarce with sec":,on 160'7 of the 'lor'1oo. BUilding Code,
o.nCl ASCE 7-02 & sec":,on R301 of FBCR 2004
PASCO PERMIT SERVICE
SUZANNE BAHR 813-788-5314
PART NO.
D.W.SMITH,P .E.!J53608
rLURIOA P~ESS1ONAL ~NtIN((R lIC[NSl'~I'lI8(1l S3t>>Oa
Custom Horne Plan Service
9909 'ALLASTON DRI'(-DADC CITvCLCRIOA 33525
P'O(: )5Z.sel"0865 r,o\l; J"X.'X'I'086i (-Mil !t"phyf?7PQ1.~,nft
SHCO Of
SHEET 1
Do. VICl N SMlth,P E
6) 1/4' TAPCONS/'w'ASHERS8.NUTS 2' MIN
IMBEDMENT CORROSION RESIST ANT
3'x3'x,T'
ALUMINUM COLUMNS
'T' PER SPECIFIC
DESIGN REQUIREMENTS
I ~(2) 3/B' THRU BOLTS
/ ~11 GA INTERNAL ALUMINUM
~ PREDRILL VERT FLANGES
'~'i~". ".:.:,::',::,.'<:':,.....: ~,~:~',\.,':/,~' r
:",\ "'~'~:':.\ r'~\.:~;):.:':~' ~~~:;'~:';~' ':: ':'" .:'..: -
:, ~..~: ~':".' ~ :..:.;.:'.: 'w' I (1) # 5 RE BAR CON TIN UO U S
.. ..:,,',';'.'.,. X8.Y=B' UNLESS
~~~ DESIGN SPECIFIES OTHER
TYPICAL 3000 PSI FOOTERISLAB
'w'1 6x6-#10/10'w''w'M DR POLY FILL
OVER 6 MIL POL YFILM 'w'/EDGES LAPPED 6'8. TAPED
OVER CLEAN COMPACTED TERMITE TREATED SOIL
y
.5 RE BA
CONTINUOUS
" M"
DETAIL OF 3"x3"
POST TO CONCRETE CONNECTION
3000PSI CONCRETE PIER FOOTER
AT COLUMN LOCATIONS
:'-.. to
.'
o. .... "..0. .:
" '0,.. :. .'
, "
'.II. " .
." .... 00
. "
" . " .
. " . .
.' . '0' .,
.. :'
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0, '.
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"
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o. '.'
{ ....
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, "
..
: .
, "
'.' ,
.... .
. :, :.: .~ '
. .
. , ,
" .
3'X3' ALUM COLUMN EMBEDDED 21' MIN IN 'D' DIAx2' DEEP
PIER ~I (1) #5 x 12' REBAR MOUNTED CROSS~ISE
&CENTRAL THRU COLUMN APPRO X 12'
FROM COLUMN END
" T)"
DETAIL .1 OF 3"x3"
TYPICAL PIER COLUMN CONNECTION
~
~
J
6) 1/4' TAPCONS/'w'ASHERS8.NUTS 2' MIN
IMBEDMENT CORROSION RESIST ANT
BASE
BASE
3'x3'x,T'
ALUMINUM COLUMNS
T PER SPECIFIC
DESIGN REQUIREMENTS
I ~(2) 3/8' THRU BOLTS
/ ~11 GA INTERNAL ALUMINUM
~ PREDRILL VERT FLANGES
TYPICAL 3000 PSI FOOTER
'w'1 6x6-#10/10'w''w'M DR POLY FILL
OVER 6 MIL POL YFILM 'w'/EDGES LAPPED 6'8. TAPED
OVER CLEAN COMPACTED TERMITE TREATED SOIL
NOTE: NO FOOTER REQ'D EXCEPT 'w'HEN ADDRESSING ERROSION
4' 2500 PSI NOMINAL SLAB 'w'/0 FOOTER MAY
BE USED ON LEVEL GROUND UP TO SLOPES OF 1'/12'
H8.'w'=B'xB' FOR GRADE SLOPE GREATER THAN 1'/12' UP TO 2'/12'
H8.'w'=12'xI2' FOR GRADE SLOPES GREATER THAN 2'/12'
NE'w' SLABS TO HAVE EITHER 6'x6'-#10/10'w''w'M ' N'
DR FIBERMESH DETAIL OF 3"x3"
POST TO SLAB CONNECTION
062'lNTERNAL U cUP
'..JI (6) 1/4'x 3 1/2' TAPCONS
2' MIN IMBEDMENT IN 2'x6'
PERIMETER JDlSTS
-CORROSlDN RESISTANT
AL TERNATIVE
2'x2'x062' ANGL~
EACH SIDE
::'::=;::1::
PT 2,,4 DECKING-........ ~
FASTEN TO JDlSTS ~
'..J1.8x3 DECK SCRE'..JS
',,3'X.045' ALUMINUM COLUMN
"Q"
DETAIL
POST TO DECK
CONNECTION
-24'MAX O.C,---
TYPICAL
062'INTERNAL U cuP
AL TERNATIVE,
FASTEN COLUMN TO~
l'x2' BASE CHANNEL '..J I
~~xl~"sOI~rS ANGLE """"
'x3' S.M.B. AL COLUMN TYPICAL
/16-18 HEX HD BOLT. '..JASHERS &.NUT
CORROSION RESISTANT(2)
I'x2' ALUM BASE PLATE <TYP)
....... . ..........~....~:. '....:..~...-.~ ,..:,..., :.., ~
. .1"'.- ',' -,f, j. j: '..' " "f. "" ,'.
/'.V....... ,'; 'v'.""". \ '.
': ; :....., ~.:: ., . ". ,.' 't... ~. ".;' .
#1/4' TAPCONS x 2 II
I 1/4' MIN IMBEDMENT IN 3000
PSI CONCRE TE
"R"
DETAIL
SCREEN ROOM
POST TO SLAB
CONNECTION
'-- 24'MAX D.C. --
4' 3000PSI CONCRETE SLAB I.NI PIERS I.N/POL Y FIL DR
6'X6'-#10/10I.NI.NM OVER 6 MIL POL YF"ILM
OVER CLEAN COMPACT TERMITE TREATED SOIL
PIERS @ COLUMN LOCATIONS
. . ". 0' . .
. ..
. '. to .
.... .
. .. . ..
, .
. '.
, "
" . . J j
, " . , T
~
J
',.
. . . . .
. . "
, .'
...., t'
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: : :' : ~.
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.. . .' :
'. . .
. . '0
. .. . ,
'. .
, -'
. .,
. . :
't' .
0' . ."
, '.
,,'. .1'
3'X3' ALUM COLUMN EMBEDDED 21' MIN IN 'D' DIAx2' DEEP
PIER I.N I (1) #5 X 12' REBAR MOUNTED CROSSI.NISE
&CENTRAL THRU COLUMN APPROX, 12'
FROM COLUMN END " 0"
DETAIL OF 3"x3"
TYPICAL PIER/SLAB COLUMN CONNECTION
062'INTERNAl U cUP
'x3' ALUM S.M.B.
/16-18 HEX HD BOLT, '..JASHERS &.NUT
CORROSION RESISTANT(2)
l'x2' ALUM BASE PLATE (TYP)
PT 2,,4 DECKING
FASTEN TO JOISTS
'..J1.8x3 DECK SCRE'..JS
.10 TAPCONSX 3 1/2'
-CORROSION RESISTANT
2' MIN IMBEDMENT IN 2'x6'
PERIMETER JOISTS
'--24'MAX O,C,---
TYPICAL
"s"
DETAIL
SCREEN ROOM
POST TO DECK
CONNECTION
BUILDING SHALL COMPLY WITH
ALL APPLICABLE BUILDING.
ELECTRICAL, PLUMBING AND
MECHANICAL CODES II I
?f (~~.,.
(sA
ENGINEER'S NOTES. -
BASIC '..JIND VELOCITY, 120 MPH
IMPORTANCE FACTOR. 0.77
EXPOSURE CATAGORY. B
INTERNAL PRESSURE COEFFIC1ENT=OO
DESIGN LOADS FOR SCREEN ROOF= II PSF
DESIGN LOADS FOR SCREEN '..JALLS= 14 PSF
M'..JFRS DESIGN PRESSURE (ON FRAMES)= 23 PSF
D, W,SMITH,P ,E.Jl53608
FU:RltIA PR!JTSSICJoW.. (N(jIP€[i ~IC(NSl'rt.JHa:R '53608
Custom Home Han Service
9909 "ALLASTON DRIVl:.DADE CITy.rLDRIOA 33525
_. JS?':i1-ll1I6S fAX. JS?':iHlII61 ['MAIL "pI>l'/~\t...,
PASCO PERMIT SERVICE
SUZANNE BAHR 813-788-5314
PATIO & CARPORT
CONNECTION DETAilS
SHEE T or
SHEET 3
I hereby certify thot I hove perforMed ond reviewed this plon ond found
it to be in cOMplionce with section 1609 of the F~~ Builoling Code, 2004 eolition
and ASCE 7-02 & see t ;on R301 0 r F BCR 2004:->~ .j?, p>-"
-~~f Doviol 'w'. SMith,P.E. ENGINEER LICENCE ~53608
SCALE DATE
1 4"-1FT 03 06 06
DESIGN/ORA~N CHECKED
DW.SMITH,PE.
PART NO.
llIOx3/4' CORROSION RESISTENT
~ASHER HEADED TEKS
@l RAKE EDGES @l6' DC
TYP BOTH SIDES
3'x12'x032' ALUM PAN ROOF"
FASTEN TO F"RAME ~I
lil0 X 1/2' HEX HD CORROSION RESISTANT
METAL SCRE~,~ASHER~SEAL
APPROX 4' DC MAX AS SHOI./N
(3 SCRE~S IPANEL BOTH ENDS)
/
(N) 116 HEX HD BOLTS THRU,
~ASHERS &NUT
CORROSION RESISTANT
(N=H/2) ROUND UP F"OR
ODD SIZES
2'xH'SMB
3'x3'xT'
ALUM COLUMN
DETAIL OF
SIDEBEAM
CONNECTION
, ,
DETAIL G
CONNECTION DETAIL OF
POST TO 2"xH" 5MB
1\0 x 1/?~ HEX Ht) CORROSIOtl RES\S.~M4i
ME: TAt SCR('W ,'WASt-f:R\S(AL.
APPROX 4~ OC MAX. "S StCWPol
() SCR(V'$ IPAN[L BOTH ENDS>
2'x6'x063'ALUM. 5MB
PANELS
\~~~12'X 032' ALUMINUM RISER PAN ROOF
\'-" 32 """"" DR E!lW"'"
POST TO BEAM CONNECTION VI
(3) 3/8' THRU BoL TS .\,IASHERS~NUTS
CORROSION RESISTANT TYP1CAL
2'x3'x044'
KNEE BRACES
TYP BOTH ENDS
CONNECT KNEE BRACE TO COLUMN \,11TH
050' 'u' CHANNEL OR GUSSET PLATE
F" AS1EN \,lITH SM.S.AT EACH CoNNEClION P1
lUMINUM COLUMN (5) PLACES PER PLAN
3' X 3' X .093' STRUCTURAL
"J"
DETAIL
TYPICAL KNEE BRACE CONNECTION
NOTE: CONNECTOR MAY BE (2) 2'x2'xl/8'xH ANGLES
DR INTERNAL 'U' DR EXTERNAL 'U' CHANNEL
.......................l......................................0
NOTE (N=HEIGHT OF 5MB) H N=H i
m_....m........__..t..m....u..... ................... Q
ALUM 2'x ' 5MB PER SPECIFIC DESIGN
FASTEN 'viI li12x3/4' SMS
(N) PER SIDE OF CONNECTOR
w
Cl::
:::>
f-
u
:::>
Cl::
f-
Vl
f-
Vl
o
I
FASTEN CONNECTOR TO PT LEDGER
1./1 (N) I/4xl 1/2' LAG SCREI./S
PT 2X_LEDGER 1./1 1/4xl 1/2' LAG SCRS @12'
3'XI2' ALUM RISER PANELS
FASTEN PANELS TO BEAM ~I
1*10 X3/4' HEX HD CORROSION RESISTANT
TEKS, ~ASHER&SEAL
(3) SCRE~SI PANEL DR
3'x4' COMPOSITE ROOF PANELS ELITE
STRUCTALL SNAP N LOCK FASTEN ~I
1/4' X4 1/2' LG
CORROSION RESISTANT LAG SCRE~
~/l 1/2' DIA F"ENDER ~ASHER
(3) PER PANEL @ BOTH ENDS
~ 8' DC @RAKES
ALUM RI DGE CAP ~ I
1*10x 5/8' SMS
@ 12' O.c.
CORROSION RESISTANT
'-
"
...............................\
...,.."....... .
, ................
...., ...... ,.
(4) 3/8 THRU BOLTS
~ASHERS,NUTS
CORROSION RESISTANT
2'x9' 5MB
RIDGE BEAM
3/8' THROUGH BOLTS
~ASHERS&NUTS (4)
3'x3'xI2S' TUBIN
TYP KING POSTS
/
/
DETAIL H
ROOF BEAM TO CARRIER BEAM
USING KING POSTS
SHB CARRIER BEAMS)
FASTEN PANELS TO BEAM VI
"10 X3/4' HEX HD CORROSION RESISTANT
TEK METAL SCRE\,I.\,IASHER~SEAL
(5) SCRE\,ISI PANEL
~
3'XI2' RISER PAN ROOF
OR COMPOSITE PANEL ROOF
"
/
I
I
!
\
3'X12' RISER PAN Roor
OR COMPOSITE PANEL ROOF
3'x3'x093'MIN AL POST
PTONAl GUTTER&DO\,lNSPOUTS
I
(N) 5/16 ~X HD BOLTS THRU(
W'ASHERS ~NUT
CORROSION RESISTANT
(N=H/2) ROUND uP FOR
ODD SIZES ~
I
I
/
/
"
/
--
DETAIL "L"
CARPORT/MOTORHOME
I hereby certify tho. t I ho. ve perforMed o.nd reviewed this plo.n o.nd found
it to be in cOMplio.nce with section 1609 of the Florido. Building Code, 2004 edition
o.nd ASCE 7-02 8. section R301 of FBCR 2004.
Do.vid w. SMith,PE
ENGINEER LICENCE '53608
3'XI2' ALUM RISER PANELS OR
FASTEN PANELS TO BEAM ~I
#10 X3/4' HEX HD CORROSION RESISTANT
TEKS, ~ASHER~SEAL
(3) SCRE~SI PANEL DR
3'x4' COMPOSITE ROOF PANELS
STRUCTALL SNAP N LOCK FASTEN
1/4' X4 1/2' LG
CORROSION RESIST ANT LAG SCRE~
~/l 1/2' DIA FENDER ~ASHER
(3) PER PANEL @ BOTH ENDS
& 8' O.c. @RAKES
ALUM RIDGE CAP ~ I
1110x 5/8' SMS
@ 12' DC
CORROSION RESISTANT
3'x3'x.12S' TUBIN
TYP KING POSTS
2'x'W 5MB
RIDGE BEAM
3/8' THROUGH BOL TS~
W'ASHERS8.NUTS (4)
" 1"
DETAIL
ROOF BEAM TO COLUMN
TO FOUNDATION CONNECTION
., ~ -.
. . .
..
:; "'~:" '. ...... " '.:" ~
.. ....,'.. .
. f' ~ # '.
. ,
. .
. '.
. " .
ALUM FLASHING UNDER EXISTING DRIP EDGE
TO EXTEND 12' OVER PAN ROOF
3'X12'X.032 ALUMINUM PAN Roor
~IO X 5/8' CORROSION RESISTANT
\,IASHERISEAl HEADED SCREV
EXIST1NG
.._..L.R:F._
3 1/8'x3'X.06'
RECEIVING CHANNEL
FASTENED TO \,IALL STUDS
OF HOST STRUCTURE AT
EACH STUD VITH ONE
I/4'XI 1/2'LAG AND 3/4'
IJASHER CORDS ION RESISTIVE
4X VIEW @
ROOF ATTACHMENT
ENGINEER'S NOTES -
BASIC VIND VELOCITY' 120 MPH
IMPoR1 ANCE F AC10R 0.77
EXPOSURE CATAGoRY, B
IN1ERNAL PRESSURE CoEFFICIENT=O.O
DESIGN LOADS FOR SCREEN RooF= II PSF
DESIGN LOADS F"OR SCREEN IJALLS= 14 PSF
MWRS DESIGN PRESSURE (ON F"Rf'Mfj)PSF BUILDING SHALL COMPLY WITH
ALL APPLICABLE BUILDING,
ELECTRICAL, PLUMBING AND
MECHANICAL CODES. Lfj - ~
7
D. W,SMITH,P .E,Jl53608
rUJRlDA PR[J"(SSII)Ul(. ENGII€:U LlCENSl'fU1Il.R 53608
Custom Home Plan Service
9909 _AlLASTON DRIVE-DADE CITY,rlORIDA 33525
f'1{)('J5i.l.~J-C1865 fAX:3"JC-521-0967 (.MAll' zf'pI'1yr2~tr,nrt
PATIO & CARPORT
CONNECTION DETAILS
SHEE T Dr
SHEET 2
PASCO PERMIT SERY1CE
SUZANNE BAHR 813-788-5314
PART NO.