HomeMy WebLinkAbout06-5548
I
"
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
5548
Permit :5548
Permit Type: ALUMINUM
Class of Work: CARPORT
Proposed Use: MOBILE HOME PARK
Sq. Feet: Est. Value:
Cost: 6,240.00 Total Fees: 97.50
Amount Paid: 97.50 Date Paid: 3/09/2006
Address: 38756 VULCAN C R.
ZEPHYRHILLS, FL.
Township: Range:
Lot{s): Block: Section:
Book: Page:
Subdivision: VILLAGE GROVE
Parcel Number: 02-26-21-001d-00000-0611
Lic:
CARPORT ON EXISTING SLAB
GIRARD PI R
38756 VULCAN CIR.
ZEPHYRHILLS, FL. 33542
Phone:
,~f) ~
, or ~ 0
\J\ 'b,?O ,tc/
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
. ~
SIGNATU . PERM.
CALL F R INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
CITY OF ZEPHYRHILLS PERMIT APPLICATiUN
BUILDING DEPARTMENT 5335 8TH St, Zephyrhills, FI. 33542
813-780-0020 FAX: 813-780-0021
DA~~E RECE IVED
'3 JtlDG
t
PHONE CONTACT FOR PERMITTING
P /ei'l'e &-;' reV' d
j/uJ~ tifJ t t.~ f.e
LEGAL DESCRI PTION: LOT (S) {p I
Or} ~ -J/- 00 I(D) - o()(Xt)- a(cl/
OWNER'S NAME
PHONI~
-866-824-7f:ijti
Toll FreE
JOB ADDRESS
3 t'T)(,
SUBDIVISION !///lti9l
.
t:/r)// .e
BLOCK
PARCEL 10 #
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: ~EW CONSTRUCTION
OSIGN
o ADDITION
OALTERATION
[J REPAIR
o INSTALL
o MOVE
o DEMOLISH
PROPOSED USE: OSGL FAMILY DWELLING
o COMMERCIAL
OMULTI-FAMILY
o INDUSTRIAL
0# OF UNI'I'S
o SWIMMING POOL
o MOBILE HOME
o OTHER
BUILDING SIZE
c=J RESTAURANT & HEALTH DEPARTMENT APPROVAL
f4..~IJ{)rl ~/) ~X;:S+j/l9_ \f'~6
, SQUARE FOOTAGE v(,,JY' If. f(J..l'fJOl' l J
HEI~HT
DESCRIPTION OF WORK
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILOING PLANS & (1) SE~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.
Cp2 'f 0 PERMITS REQUESTED
fj BUILDING /, S-OO. \Y
$ VALUATION OF TOTAL CONSTRUCTION
0 ELECTRICAL AMP SERVICE 0 Progress Energy 0 W.R.E.C.
0 PLUMBING
o MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION
o GAS o ROOFING o SPECIALTY 0 OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAO YES 0 NO
BUILDER
COMPANY ()Q.1J..l /' - tlt~l're
SIGNATURE
{/uH:l4- A.Jf ^ f-
STATE CERT OR REGIST #
******************************************************k***********
ELECTRICIAN
COMPANY
SIGNATURE
STATE CERT OR REGIST #
******************************************************,'*******k***
PLUMBER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
******************************************************************
MECHANICAL
COMPANY
SIGNATURE
STATE CERT OR REGIST #
*****************************************************************
OTHER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
STATE OF FLORIDA P tl s('()
COUNTY OF .
The foregoing in~~urnent was acknowledged.
Before me,1ihisa . .dall of (f)ll.flCh ,20(X,
by Pt erl'( ~()Ad
~. (name of person acknowledged)
Jf'WhO is personally known to me, or
o who has produced .
(type of identification)
and wtioR rid. ,Odid not take an oath.
~~;f-a-C({ ~
Signature of 1?erson takin~ acknowledgement
NOTARY PUBUC-STATE OF FLORIDA
Stacie Cross
, ~S QIi- DD5aP~814
Expires: OCT. 16, 200'i
Bonded Thru Atlantic Bonding Co" inc.
Name typ
DJ:SCLOstDtB S~ !'OR 0IIlI1BR
CrrY 0:1' ZDBmBD:.Ls BUJ:LDDIQ DBPAll'J:JIID1T
1't.L /"If ~ 1~lLr 01
to the provisions of this instrument.
1:,
agree
have read and fu1l.y understand and
The undersigned states and affirms that he or she is desirous of co.nstructiDg,
renovating, a<'''i1ig' to or reroofing his or her own ck8:i.cil.e, that he or she
actual.l.y occupies, or wil.l. oc:capy by said domicil.e, and same is not fer
rent, l.ease or sal.e. That he or she shal.l. compl.y with the fol.l.owing CODd:i. t:i.ons:
l.. That the owner and he or she al.one shal.l. act as the buil.de:r for al.1 phases of
construction.
2. That the owner wil.l. campJ.y with al.1 provisions of the City of Zephyrhi1l.s
ordi nances and codes pe:rt:i.Dent to the buil.ding.
3 . "!'hat in the event va:r:i.ous phases of construction are subcontracted., he wi1l.
engage onl.y praperl.y l.:i.censed II1Jbcontractors' and wil.l. perscmal.l.y supervise
such work..
4. That in the event the Buil.d:i.ng J:nspector shal.l. require corrections to be made,
the owner wi1l. asSUJDe fu11 reaponsibil.ity to iDsure they are:made, and upon
comp1et:i.on will. ca1l. for a :reinspectiOD. before proceec!ing with the bui.l.ding.
5. That the owner shal.l asS1UDe fu1l respcmsib:i.l.ity for the constructiOD. and wil.l.
not expect superv:Lsion of his work from the City of Zephyrhil.l.s Buil.ding
Depar1:ment.
6. That pr:i.or to final. inspection any additJ.onal. fees, iD.cl.ud.iD.g rei.nspection
fees, must be paid in fu1l.. A written request froa this office shal.1
constit:ute an official. not:i.ce to pay additi.cmal. fees.
7. That the owner shal.l. compl.y w:i.th al.l. City, State and Pederal. l.awe :in regard to
social. secu:ri ty , workman.' s COIIIpensati.on, l.ien l.aws; etc., where appl.icabl.e.
8. That the owner shal.l. comp1y with al.l. the s~ety codes issued by the Pl.orida
:Industrial. COIIIIBission.
9. State 1av requires construction to be done by l.icensed COD.tractors. You have
appl.ied. for a permit under aD. exeIQption to that l.av. The exemption al.l.ows
you, as the owner of your property, to act as your own contractor with certain
restrictions even though you do not have a l.icense. You IIlUSt provide direct
onsite supervision of the construct:i.on yoursel.f. You may buil.d or improve a
one-famil.y or two-fami1y residence or a faxm. outbui.l.ding. You may al.so buil.d
or :improve a cOlaerCial. buil.ding, provided your costs do not exceed. $25,000.
The bu:i.l.ding or residence must be for your own use or occupancy. J:t Jiay not
be built or subst:antial.l.y :improved for sal.e or l.ease. J:f you sel.1 or lease a
. building you have built or subst:antial.l.y :improved yoursel.f within 1 year after
the construction is compl.ete, the 1a. wi1l. presume that you bui1t or
substant:i.al.1y:i.mprOVed if for sal.e or l.ease, which is a viol.ation of this
exemption. You may not hire an UDl.icensed person to act as your contractor or
to supervise peop1e working on your bui1ding. J:t is your respo.nsibil.:i.ty to
make sure that peop1e empl.oyed by you have 1icenses required by state 1av and
by county or munic:i.pa1 l.icensing ordi"l.nces. You may not del.egata the
responsibility for supe%V:lsing work to a l.icensed contractor who is not
l.icensed to perfO%Jl1 the work being done. Any person working on your building
who is not l.icensed must work UDder your direct supervision and must be
emp10yed by you, which means that you 1Il11St deduct :I'.J:.C.A. and 1dthhol.ding tax
and provide workers' compensation for that empl.oyee, al.l. as prescribed by l.aw.
Your const:ruction must l.y' th al.1 appl.icabl.e l.aws, ord; n~.,ces, bui1ding
codes, and Zoning regul. ti
01IJIBJl' S
ADDUSS
PBORB
SJ:GJIAT02B
,JJ 7S-&1 ~
7 PeJ - el.1/- (,.J 7.1'
~J'iil C{~
DATE 3-3-<::0
WJ:T.NBSS'
c~
PBRIIJ:T #
.
P /~ /"re
t-//Y(/, d
Name
J f7S-~ ~tJ('(i^ CNf...
Addr.z:; A:Jr LJ/-f Fl. J sSW--
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 sign and pick up permits.
~~inCerelY'
/!d,1
signature
..1- (, -(J~
date
NOTARY
STATE OF FLORIDA, COUNTY OF PASCO
The foregoing instrument was sworn to and
subscribed before me this ____ day of
Personally known
or Produced identification
Notary signature
Commissioned Stamp
and Expiration Date
Page 1
'Ocr: mEtE 8IJJJ1!fi
OESCRIP'nON:
lJJt Cl1 ot the plct 01 V' .
11'1 Plot 60Qk 2.3, Page 5
of P'J~-_O County. F!()rid~
CE GROVE F"'lgt, Two ClI e>:Qrdee!
of th& PubliQ Records
. C.ZIZA.e.D
Ot,) - e)(p -c)/ -()OJD -OQ2f)-o /1
Ji7Sr, J/tJUAN cr,e.
1QI.ot
1RACT JO
OIl
..,
i.~
""...
filII
~; -I
!!I ~ I
lCl1l.1 Q
~ 11lCI.
I I
I
J.mr Id;
101M
I
,w.1.
!i".IJi.5/a-
':c '..';10.
.Ol.Q40
lOCI.'"
!L.Q"U" .
3
il
E
==~ftl=- CQUIlt't
~ .T.r~
L'"U
2:0
38 I..:L:lO lSOd
IL
en I
I-
-.--
lD
::a:
(I)
(0
X
I\Y
-
'- L....J
rr
N
(0
Co
---l
~
....
z
o
i=
q;
:>
11.I
..I
11.I
I-
Z
~
LL.
~
(I)
::a: ~
<<(
ll:l 0(1) ~
(I) ~ w~
Z ....J ~(I) 0
<<( t= ....JO Co
c.. "'" Ii.. c.. N
0:: X (Y) X In
m N X <<(
= (Y) ::a:
q; (2
..I lD
/,/) N <<(
11.I (Y) uJ
I- q
~ N w
~
~ .... w
_x 0::
M U
U z
0 z
z u 0
0 C) i=
~ z ~
0 t=
8! (I) 11.I
X ..I
q; w w
U 11.I
Cl
C;;
BUILDING SHALL COMPLY WITH
ALL APPLICABLE BUILDING,
ELECTRICAL, PLUMBING AND
MECHANICAL CODES
'1)q \ t~
~f)
~
~
....
lD
::a:
(I)
(0
x
N
N
::a:
<<(
M:l
~
....J
t=
"'"
X
N
Co
00
lil
~
'U
'U
<<(
<<I
0)
E
III
Z
.n
o
-,
~
e
.. .Ql
Glltllil
~I~
o:I-91f1
~~~
I ltI 0)
~N(.)
~ltIe
:!MJil
a.
E
o
(.)
.~~
0)0
..Q~
.sw
""u
'UUl
co:(
5-g
-Ill
'Uu
~lD
elL.
Ill"'"
0.8
.~N
:5~
'O~
~ ~Ii..
(0 >0
(Y) ,~
I.LI 1.1) >0'
u ~ ~(Y)
_ '0 0::
~Y:ie....
w ~ ~~
/,/) ~ 0)'0
!::i:E~
iI i 2:0
w /,/) lii.~
a. ~ o.~
o Cl ~li
U_ Ill"..
/,/) :> ..c '"
~g i~
..c....
.... ....
.. ~.E
>..n'Elil
.n '0 0) 'E
lil 0) (.) 0)
0'0 .... >E
.~ ~ .n ~
~ e ~.-
III '- 0) 5-
CiJJ~~
u.i
a.:
J:
~
~
s:
o
:>
0:(
o
Co
a::
=
q;
=
w
Z
Z
q;
N
::l
/,/)
~
);
Cl
q;
w
i
11.I
:>
o
State of
NOTICE OF COMMENCEMENT
T !o/L;,.{ County of Pti vet
({.~ (+ /~;(/!r
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 of Property: Parcel No. L 01 ~/ 1// /I{j~ 6-r&{ ~;':5/ 7S~
I / C C( n L Ire J...e. t:ct~ r. t 5 CJ d - ~ -{,6jC}. -6d066-{i, /1
(Legal description f th pr erty ancVstreet address if available)
2. General Description of Improvement Cti./L;J!i1'1 -1- (!1Ji.-f ..rle'th
I
1111111111111111111\11111111111111111111111111111111111\1111
2006050370
R3.
Owner Information: Name
.
fJ / elV"f
&-//'6.rcl
City ~f~~I'~llj.
Statef/- 3.351).-J..-
Address
3f7f~ l/tc/ttVt t(A_;~
Interest in Property:
Name of Fee Simple Titleholder:
(If other than owner)
Address
4. Contractor: Name o /J.) f..L r
Address
5. Surety: Name
Address
Amount of Bond: $
6. Lender: Name
Address
Rcpt:918159
os: 0. 00
03/13/06
Rec: 10.00
IT: 0.00
Dpty Clerk
City
State
City
State
City
State
JEO PITTMAN, PASCO COUNTY CLERK
03/13/06 02: 28pm 1 of 1
OR BK 6882 PG 790
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 III SectIOn 713.13 (1) (b), Florida Statutes.
Sworn to and subscribed before me this /d VA day of
Notary Public: ~,SJ6- (: [ (2tJ.-iJ~-
in_I{ 1_('/~
,20 o?
My Commission Expires:
PC93053048/ A
NOTARY PUEDe-STATE OF FLORIDA
aCle ross
COlI}mission # DD510984
Expires: OCT. 16 2009
Bonded Thni Atlantic Bonding Co., Inc.
STATE OF FLORIDA
CUUN I Y VI- t" AS",U
THIS IS TO CERTIFY THAT THE FOREGOING IS A
TH D CUMENT ON FILE
OR OF PUBLIC RECORD IN THIS OFFI~TNESS MY
HAND AND OFFICIAL SEAL THIS . . DAY OF
/)'71912. ~
JEO ~A~R~ OF C~RCUIT COURT
BY ~ x.i1ltL) DEPUTY CLERK
'-"
lI8 x 1/2' CORROSION
ALL PURPOSE SCRE~
ALUM FLASHING
INSTALLED 6' MIN UNDER
FIRST RO~ OF SHINGLES
DR UNDER DRIP EDGE
-"-
"-"
-"-
v
-"-
w
:=)
f-
U
:=)
~
f-
(/)
f-
(/)
o
I
CHANNEL ATTACHED TO FACIA ~I
LAGS 12 12' D.C.
STRIP SEALANT BET~EEN FACIA&REC CHANNEL
CONTRACTER TO VERIFY CONDITION OF HOST STRUCTURE
,
DETAIL A
PAN OR COMPOSITE PANEL
ROOF CONNECTION TO FACIA
RECEIVING CHANNEL ATTACHED TO HEADER
ATTACH MIN PT 2'X6' HEADER TO HOST STRUCTURE
r EXIS ING \ 'I lIIOX3 1/2' LAG SCRE~S 1212' O.C CORROSION RESISTANT
ROOFT w
STRIP SEALANT BET~EEN FACIA&HEADER
ALUM FLASHING
INSTALLED 6' MIN UNDER
FIRST RO~ OF SHINGLES
:.....~..-.._ OR UNDER DRIP EDGE
'-"
-"-
"-.
'-"-
"-.
'-"
y
--::: @
...::: @
.-::: @l
--::: @
W
::l
r-
u
::l
ex:
..~w 5MB TO HOST STRUCTURE ~/REC CHA~
'ASTEN RECEIVING CHANNEL TO HOST ~ALL
:TRUCTURE ~I (N) lIIOx2' SMS DR LAG SCRE~S
2'xH' 5MB
(N=H)
DETAIL D
PAN DR COMPOSITE PANEL
ROOF CONNECTION TO FACIA
&RAKE BEAMS TO ~ALL
-"-
::::,:::
f-U
(/)0
O--.J
Ir:r:l
-"-
HOST
2'x4'x063' 5MB
--
lI8 X 1/2' CORROSION
ALL PURPOSE SCRE~
ALUM FLASHING
INSTALLED UNDER
DRIP STRIP EDGE
12' APPRO X
-"
3'xI2'x.032'
ALUM PANEL ROOF
DR 3'x4' CoMPOSlTE
PANEL ROOF
EXISTING
ROOF
-"-
-"-
"-.
~ RECEIVING CHANNEL ATTACHED TO HOST
HOST ~ALL STRUCTURE ~I 3/8'x2 1/2'
TAPCoNS 12 12' D.C. CORROSION RESISTANT
APPLY STRIP SEALANT BET~EEN FACIA&HEADER
PANEL ROOF CONNECTION DETAIL B
TO CONe BLOCK ~ALL
HOST
2'X3'X063' AbUM POST
~/SCREEN GR OVES TO
OUTSIDE
ET AIL C
DETAIL OF POST TO BEAM
& NEW CARPORT ROOF CONNECT/ON
3'x12' RISER PAN
FASTEN RISER PANS TO FRAME ~I
#10 X 1/2' HEX HD CORROSION RESISTANT
METAL SCRE~,~ASHER&SEAL
APPRO X 4' DC MAX AS SHO~N
(3 SCRE~S IPANEL BOTH ENDS)
& 8' O.c. 12 RAKE EDGE S
2xl0 5MB CONNECTION TO
4x4x125 ALUM POST
2xl0 S.M.B
1/2' THRU BOLTS
PER TABLE BELO'ol
'oIASHERSI!.NUTS
CORROSION RESISTANT
DETAIL E - 3
3'XI2' ALUM RISER PANELS
FASTEN PANELS TO BEAM ~I
lIl0 X3/4' HEX HD CORROSION RESISTANT
TEKS, ~ASHER&SEAL
(3) SCRE~SI PANEL DR
3'x4' COMPOSlTE ROOF PANELS ELlTE DR
STRUCTALL SNAP N LOCK FASTEN ~I
1/4' X4 1/2' LG
CORROSION RESISTANT LAG SCRE~
~/I 1/2' DIA FENDER ~ASHER
(3) PER PANEL @ BOTH ENDS
& 8' O.c. @RAKES
12
11/2
'- 3'x12'x 032'
RISER PAN ROOF
#10 X 1/2' HEX HD CORROSION RESISTANT METAL SCRE'oI
l!.'oIASHERI!.SEAL
APPRO X 6' DC MAX <3 SCRE'oIS /PANEL BOTH ENDS)
AS SHO'olN
FASTEN 3'x063 RECEIVING CHANNEL TO HOST 2x4
'01 (2) #10xl/2' SMS Ii! 12' DC MAX
(2) RO'olS STAGGERED
3'CoMPOSlTE PANELS
FASTEN TO FRAME ~I
1110 X 4' HEX HD CORROSION RESISTANT
METAL SCRE~,~ASHER&SEAL
APPRO X 8' DC MAX.
(3 SCRE~S IPANEL BOTH ENDS)
& 8' DC. @ RAKE EDGES
BEAM SIZE POST SIZE FASTENERS @17 KSI
S.M.B. DEPTH S.M.B. 'WEB TUBE 'WALL CORROSION RESIST ANT UPLIFT
'H' 'WALL 'T' 'N' SIZE CAPACITY
4' .045' ,06' (3) 3/8' BOLTS, NUTS, 'WASHERS 1,720 LBS
5' .050' .06' (3) 1/2' BOL TS, NUTS, 'WASHERS 2,550 LBS xH SM B
6' .050' 06' (4) 3/8' BOLTS, NUTS, 'WASHERS 2,550 LBS
7' 055' .06' (5) 3/8' BOLTS, NUTS, 'WASHERS 3,500 LBS
7' .055' .09' (4) 1/2' BOLTS, NUTS, 'WASHERS 3,600 LBS HT 3x3xT
7' .055' .125' (5) 1/2' BOLTS, NUTS, 'WASHERS 4,500 LBS ALUM POST
8' .072' ,06' (6) 3/8' BOLTS, NUTS, 'WASHERS 5,500 LBS t
8' 072' .09' (6) 1/2' BOLTS, NUTS, 'WASHERS 7,000 LBS DETAILE- 2
8' .072' .125' (6) 1/2' BOL TS, NUTS, 'WASHERS 7,000 LBS
9' .072' .06' (6) 1/2' BoL TS, NUTS, 'WASHERS 7,000 LBS COMPOSITE PANEL CONNECTION
9' .072' .09' (l) 1/2' BOL TS, NUTS, 'WASHERS 8,900 LBS
9' .072' .125' (8) 1/2' BOLTS, NUTS, 'WASHERS 9 500 LBS
10' .092''WEB .389 FLG (9) 1/2' BOL TS, NUTS, 'WASHFRS l1,OOOLBS NOTE: DIM HT DEPENDANT UPON
NOTE: OTHER BOLT SIZES AND QUANTITIES MAY BE USED LATERAL LOADING & OTHER
LIMITING F'ACTOR IS SHEAR STRESS IN THINNNER OF' BEAM OR COLUMN 'WEBS SPECIFIC DESIGN F'ACTORS.
NOTE: COLUMN TO F'DUNDATION CONNECTION CAPACITY MUST EQUAL NOTE: SEE SIGHT SPECIFIC D'WG
DR EXCEED BEAM TO COLUMN CONNECTION CAPACITY FOR ALLO'WABLE DIMENSION HT
DETAIL E-1
RISER PAN ROOF
CONNECTION
BUILDING SHALL COMPLY WITH
ALL PPLlCABLE BUILDING,
ELECfRlCAL, PLUMBING AND ,
MECHANICAL CODES. I I
~/11 ~~ 8f;
ENGINEER'S NOTES ~r___-.._~
BASIC ~IND VELOClT: 120 MPH)
IMPORTANCE FACTOR .zz... ~
EXPOSURE CATAGORY B'
INTERNAL PRESSURE CoEFFICIENT=OO
DESIGN LOADS FOR SCREEN RooF= 11 PSF
DESIGN LOADS FOR SCREEN ~ALLS= 14 PSF
M~FRS DESIGN PRESSURE <ON FRAMES)= 23
PSF
PATIO & CARPORT
CONNECTION DETAILS SHEET 1
Do. vid 'W. Sr'lith,P.E
PASCO PERMIT SERVICE
SUZANNE BAHR 813-788-5314
I hereby certify tho.t I ho.ve perforr'led o.nd reviewed this plo.n o.nd found
it to be in cOr'lplio.nce with section 1609 of the F'lorido. Building Code, 2004 edition
o.nd ASCE 7-02 8. section R301 of F'BCR 2004.
PATIO & CARPORT
CONNECTION DETAILS
SH[ET OF
SHEET 1
D.W.SMITH,P .E,Jl53608
fURIDA Pfl(J"[SSIOOAt. ENGlft:[R VCENSl'tUtll:R 53608
Custom Home PLan Service
9909 'ALLASTON DRIV(-DADE CITY.rLORIDA JJS25
P1Q€' J52'5?1'0865 rAX' J"j2-':i'H186J (-MAil: zf'~yr27@Vtt. rt'1
ENGINEER LICENCE .53608
SCALE
1 4"= 1 FT
DESIGN/DRAWN
DW.SMITH.PE
DATE
03 6 06
CHECKED
PART NO.
lliDx3/4' CORROSION RESISTENT
~ASHER HEADEJ TEKS
@ RAKE EDGES @6' O.C
,\YP 30TH SIDES
A-----
]'xI2'x.032' ALUM PAN ROOF
FASTEN TO FRAME ~I
lliD X ;/2' HEX HD CORROSIONRESISTAW
METAL SCRE~,~ASHER&SEAL
APPRO X 4' DC MAX AS SHO\';N
(] SCRE~S IPANEL 30TH ENDS)
V@
@
\
\
~
/
(N) /16 HEX HD BOLTS THRU,
~ASHERS &,NUT
CORROSION RESISTANT
(N=H/2) ROUND UP FOR
ODD SIZES
2'xWS1'1 B.
]'x]'xT"
ALUM COLUMN
DETAIL OF
SIDEBEAM
CONNECTION
, ,
DET AlL G
CONNECTION DETAIL OF
POST TO 2"xH" 5MB
_IQ % 1/2'" ~[X HD CORROSlON R(SlSTI\NT
METAL SCR(I,t.I.iASrt:R"st.....
APPROX .. DC /'lAx. AS SHOVN
(J seR(VS (PANEL, BOTH E~nS)
o'x6',,063'ALUM. 5MB
ALUMINUM R1SER PAN ROOF PANELS
ALUMINUM DR EQUVALENT
POST TO BEAM CONNECTION VI
(3) 3/8' TKRU BOLTS .I.IASKERS&.NUTS
CORROSION RESISTANT TYPICAL
2',,3',,044'
KNEE BRACES
TYP BOTH ENDS
CONNECT KNEE BRACE TO COLUMN VITK
050' 'U' CKANNEL OR GUSSET PLATE
FASTEN I.IITK S,M.S.AT EACK CONNECTION PT.
LUMINUM COLUMN (5) PLACES PER PLAN
3' X 3' X 093' STRUCTURAL
"J"
DETAIL
TYPICAL KNEE BRACE CONNECTION
NOTE
coU
:x:
::>
f--
U
:::l
:x:
f--
Vl
ALUM 2'x ' 5MB PER SPECIF1C DESIGN
FASTEN III 1112x3/4' SMS
CN) PER SIDE OF CONNECTOR
Vl
9
r-ASTEN CONNECTOR TO PT LEDGER
\"/1 (N) 1/4xI 1/2' LAG SCRE',,/S
I
P'" 2X_I_EDG[R \"/1 :/4xl 1/2' '_AG SCRS e12' DC MAXi
" l/"
DETAIL 1'1 BEAM TO KOST STRUCTURE
I
I
i
I
I
CONN~CTIOi'i~t s:"
~:/-) tJ), I < I~ D. ~.,~.M!:!:n.f..c1iijl~~!l.08 I PAT,D & CARPORT ~
\ ,,-' ;> \ I Custom Home Plan SerVlce I CONNECTION DETAil::,
\ vIlli ,i 9909 'AlLAlrON DRIV(-DADE CITY elDRIDA, 33525 i SCALE I DAlE
I ~I PI{lCJ5'?'1.'1'006; "'dl."I.'I'Oll6) [AAIL "",,,,/~\,"'t I '/4"=1F- '2/12/05
: I, PASCO PERMIT SERVICE ! DESIGN/CRA"N CHECKED
I ENGINEER LICENCE '5360811 SUZANNE BAKR 813-788-5314 ID.W.SMITH.PE.I
]'X12' ALUM RISER PANELS
FASTEN PANFLS TO BEAM wi
lllD X3/4' Ht::X f-<D CoRROSICN ,RESISTANT
TEKS,wASHER~SEAl
(3) SCREwSI PANEL OR
3'x4' C[jMpoSITE ROOF PANELS ELITE OR
STRUCTAlL SNAP N LOCK FASTEN wi
1/4' X4 ;/2' LG
CORROSION RESISTANT LC\G SCRE~
~ II 1/2' DIA rENDER ~ASHER
(3) PER PANEL @ BOTH ENDS
8. 8' DC @RAKES
~ALUM RIDGE CAP '''/1
#10x 5/8' SMS
e 12' DC
CORROSION RESISTANT
\
\-- ,
/
-.....
,...~
..,~\
\
(4) 3/8 THRU BOLTS
wASHERS,NUTS
CORROSION RESISTANT
2'x9' 5MB
RIDGE BEAM !
3/8' THROUGH BOL TS~
~ASHERS8.NUTS (4) \
\ H
\
\
\.
@
@
@
@
3'x3'x12S' TUBIN
TYP KING POSTS
/
DETAIL H
ROOF BEAM TO CARRIER BEAM
USING KING POSTS
CARRlER BEAMS) I
/
5MB
FASTEN PANELS TO BEAM VI
~IO X3/4' HEX KD CORROSION RESISTANT
TEK METAL SCREV.I.IASHER&.SEAL
(5) SCREVSI PANEL
~
3'XI2' RISER PAN ROOF
OR COMPOSITE PANEL ROOF
-'
/
I
I
3'XI2' RISER PAN ROOf
OR COMPOSITE PANEL ROOF
PTONAL GUTTER&DoI.INSPoUTS
I
(N) 5/16 ~~X HD BOLTS THRU(
\"/ASHERS &NUT
CORROSION RESISTANT
(N=H/2) ROUND uP FOR
ODD SIZES
(
/
/
/
~
I
! /
I ~ ~
.L----"
/
---
" L' ,
DETAIL
CARPORT/MOTORHOME PORT
: hereby certify tho. t I ho.ve perf"or"ied:).nd reviewed ths pio.n o.nd found
,t ":0 be in COMollo.nce .vith section 1609 of -:he teor'cio. BUIlolng Cede, 2004 edition
o.nd ASCE 7-02 & section R301 of F3CR 2004.
Jo.VlcJ .,../. Srdh,P E.
3'XI2' AI_!.JM RISER PANELS DR
FASTEN PANELS TO BEAM wi
;;10 X3/4' HEX HD COR.ROSIoN RESISTANT
EK S, \.; ASHE R& SE AL
(3) SCREwSI PANEL DR
3'x4' COMPOSITE ROOF PANELS
STRUCTALL SNAP N LOCK FASTEN wi
1/4' X4 1/2' LG
CORROSION RESISTANT LAG SCRE''';
wll 1/2' DIA FENDER wASHER
(3) PER PANEL @ 30TH ENDS
8. 8' O.C @RAKES
ALUM RIDGE CAP IJ!
\lllOX 5/8' SMS
@ 12' DC
CORROSION RESISTANT
\\
\
2'x'W 5MB
RIDGE BEAM
3/8' THROUGH BOL TS~
wASHERS&NUTS (4)
3'x3'x125' TUBIN
TYP KING POSTS
"~I"~
DETAIL
ROOF BEAM TO COLUMN
TO FOUNDATION CONNECTION
r. ".
.. . *,
. . ,
'", . '1
. .... . "
0, ...., " .Of', :' >..: 0' :.
. ~ . . . . . . . . . .
, "
. .. .
ALUM FLASKING UNDER EXISTING DRIP EDGE
TO EXTEND 12' OVER PAN ROOF
~IO X 5/8' CORROSION RESISTANT
VASHERISEAL HEADED SCREV
I ,---j EXISTING
1 \ 2 \ .._..L.~:~.-
'~
3 1/8'X3'X06' I
RECEIVING CHANNEL i
FASTENED TO VALL STUDS ,
Dr KOST STRUCTURE AT I
EACH STUD VITH ONE
1/4'XI J/2'LAG AND 3/4'
VASKER CORDS ION RESISTIVE
3'XI2'X032 ALUMINUM PAN ROCF\
~ \
4X VIEW @
ROOF ATTACHMENT
ENGINEER'S NOTES -
BASIC VIND VELOCIT
iMPORTANCE FACiOR,
EXPOSURE CATAGORY,
:NTERNAL PRESSURE COEFflClENT=OO
DESIGN I_DADS FOR SCREEN RooF= II PSF
DESIGN LOADS FOR SCREEN \JALLS= 14 PSF
MVFRS DES1GN PRESSURE CON FRAMFS)
= 23 PSF
BUILDING SH.ALL COMPLY WIT}
A.LL APPLICABLE BUILDING, I
ELECrRlCAL, PLUMBING AND I
MECHANICAL CODE' I
1h~~ ·
r I
SH(ET::IF I
SHEEi 2
PART NO.
~O) 1/4' TAPCONS/'w'ASr'ERSs"NUTS 2' MIN
IMBEDMENT CORROSION RESISTANT
,~
~
3'x3'xT'
ALUMINUM COLUMNS
'T' PER SPECIrIC
DESIGN REQUIREMENTS
/ ~(2) 3/8' THRU BOLTS
1/ _____:1 GA INTERNAL ALUMINUM
I~ PREDRILL VERT FLANGES
, ':'. '..'~', '.' , . ' . . , t
"":"',..;.'~
~~ I",",' .,..--.:..: .' ~'~~E':-':" ',.. --L
# 5 RE BA . .. -', , '"..'... I
CONTINUOUS I":",. . .' ..; \..I/(j) #5 REBAR CONTINUOUS
X2,.Y=8' UNLESS
I-'../-j DESIGN SPECIFIES OTHER
TYPICAL 3000 PSI FooTERISLAB
\..I / 6x6-J;10/1O\..I\JM OR POLY FILL
OVER 6 MIL POL YFIlM \..I lEDGES LAPPED 6'& TAPED
OVER CLEAN COMPACTED TERMITE TREATED SOIL
" ~;("
DETAIL .LVi OF 3"x3"
POST TO CONCRETE CONNECTION
6) 1/4' TAPCONS/'w'ASHERS&NUTS 2' MIN
MBEDr-',ENT CJRROSION RESISTAW
jl
BASE
~. . ,.'
~ 4' JOOOPSI CCNCRET::: SLClB 'W I PIE:RS ,;/ IPCL y
\ 6"X6u-RI0/I0'w";/M OVER 6 MIL POL YFIU--1
\ OVER CLEAN COMPACT TERMITE TREClTED SOIL
\ PE:RS @ CCLUMN L[JCA T IONS
,
\
\
\
\
\
FIL OR
I~
I
i
+ 1
1
3'x3'xT'
ALUMINUM COLUMNS
T PER SPECIFIC
DESIGN REQUIREMENTS
" '.. '. ,. ' .' " .' '. "1
: . .':.', ..' ...... :1
, ':,'. '. :,: I
I' , .'. . 'j'
.. . .
I :,' :: . :.: '; . ':, ' ".
I : , :' ':, '
r' , .
l' . : ", ".
': . , : '. .'. , '" ", .
. . .' ~ ....',
, '.
. ., .
'. . .
.' . .
/ ~(2) 3/8' THRU BOLTS
/ _____11 GA INTERNAL ALUMINUM
~ PREDRILL VERT FLANGES
BASE
.. . "
.... '. ...' ..
. .
. , . .
\ ',.,': ',."
~
4'
.,'., ---L
, . .. .
, .
. .
'.. .,. ,.
::;:
C).J
, .., .',
", , .'~, .:
.,"" . . "
r . ," , ,
" '" I
r :. _ ..' .. '.
'.' .
, ,.
"., ....
TYPICAL 3000 PSI FOOTER
\..II 6x6-J;10/10\..l\..lM DR POL Y FIll
OVER 6 ,'1IL POL YFIL,'1 \..I/EDGES LAPPED 6'2,. TAPED
OVER CLEAN COMPACTED TERMiTE TREATED SOIL
NOTE NO FOOTER REQ'D EXCEPT 'w'HEN ADDRESSING ERROSION
4' 2500 PSI NOMINAL SLAB 'WID FOOTER MAY
BE USED ON LEVEL GROUND UP TO SLOPES or 1'/12'
H8.'W=8'x8' FOR GRADE SLOPE GREATER THA.N 1'/12' UP TO 2'/12'
H8.';/=12'xI2' FOR GRADE SLOPES GREATER THAN 2'/12'
NEW' SLABS TO HAVE EITHER 6'x6'-j:\10/10W'\./M ' V'
OR F IBERNE SH DETAIL J OF 3"x3"
POST TO SLAB CONNECTION
J'XJ' ALUM COLUMN E,"1BEDDED 21" MIN IN 'DN DIAx2' DEEP
PIER 'WI (1) #5 X 12N REBAR MOUNTED CROSS\../ISE
&CENTRAL THRU COLUMN APPROX. 12'
rROM COLUMN END " 0"
DETAIL OF 3"x3"
TYPICAL PIER/SLAB COLUA1N CONNECTION
3000PSI CONCRETE PIER rOOTER
AT COLUMN LOCATIONS
,I ~
\1/ ~l I
i
]
I' ",!
" .
. ..' .
'. .' '.' . ~.
l ~.' ': ':,' '~':'"
" .
... ..". .
, '
. '.: ", '.' .,
. ..', ~. ',...
. . .: I
t' . I
. ," .
"
, .
o. "
. "
: ."~ . '.
. , '
'. ..... " """'j
'. '.,
" . .
j.. :.' :.', . 5~LJ': ' '.:" ": "'.' '., :: ~I
~;:"""""':"':"'I
3'X3' ALUM COLUMN EMBEDDED 21' MIN IN 'D' DIAx2'
PIER \U (j) ;oj5 x 12' RE3AR MOUNTED CROSSwISE
&CENTRAL THRU COLUMN APoROX 12'
FROM COLUMN END
DEEP
DETAIL" POF 3"x3"
TYPICAL PIER COLUJJN CONNECTION
OSc'INTERNAL U cUP
VI (6) 1/4'x 3 1/2' TAPCONS
c' MIN IMBEDMENT IN 2'x6'
PERIMETER JOISTS
-CORROSION RESISTANT
f-
'x3'X.04S' ALUMINUM COLUMN
I
I
z
::;:
"Q"
DETAIL -
POST TO DECK
CONNECTION
----t, ,
24 'MAX DC.~-
TYPICAL
DETAIL'R"
r
I
'x3' S.MB AL COLUMN TYPICAL
ObC'INTERNAL.. U CUP ~
AL TERNATIVE
FASTEN COLUMN TO~
j'x2' BASE CHANNEL 1,11
~~xl/sOI~rs ANGLE , ;,~,
/16-18 HEX HD BOLT. VASHERS ~NUT
CORROSION RESISTANT(2)
".
:. .:. :.~:'..':J..t"..':."" ': .~~:.
. ~'~ -"":1' = =' .,... .J: .
I . . = .' l:' .' = . =" .'<<', .
'1 /~". '; ': " }" ..r" {'l....,. .' "~.' ....... . SCREEN ROOM
- . -'. i' , . -" POST TO SLAB
11#1/4' TAPCDNS x 2 1/2 I I,' CONNECTION
I 1/4' MIN 1MBEDMENT IN 3'000 !
! PSI CONCRETE I-------L '-f-
I j-----u 24'MAX C1C
I
- I hereby certify thot I hove ce"'forMed ond reviewed thiS plon Cl.nd
,t to K)en cOr'1piiorceNlth se:::tior 1609 of -:re ;'"londo Builoing Code,
Oriel ASCE 7-D2 8.. section R30: of F'BCR 2C04
Dovicl 'w'. SMith,P F
I
I
I
(TYP) I ENGINEER'S NOTES - g'
I', BASiC 'JIND VELOCITY, \20 MP
IMPORTANCE FACTOR 07
, eXPOSURE CAT AGORY, B
\ INTERNAL PRESSURE COEFFlCIENT=QO
DESiGN LOADS FOR SCREEN ROOF= II oSF
I DESIGN LOADS FOR SCREEN 'JALLS= 14 PSF
i ~ f :dJ/;; DES!" "me" '" "^''''" 23 ?S,
'ourd 1'2~~1 D')~..,;:;,~H:r.~.,~..,~,.tI~'t~!:08 PATiO & CARPO"T
:::J0"4 ,'.,. Custom Home Plan Service CONNECTiON DETAilS
- u (. dl _Ion 990Q 'AlLAS10N CR\V~-DAD~ CIH.>LORICA 3l~2~
~ ~, "I 5 r ~, 0' SCALE I DATE
'~'M-~'086 'h~'~I'086' [-!<AIL "",,../;~""'t '/4"=IFT' 12/12/05
PASCO PERMIT SERVICE D(sIGN/DRA" I CHECKED
SJZANNE BAHR 813-788-S314 QWSM.ITH.PF i
062'INTERNAL U CUP
'x3' ALUM S.M,B.
~/16-18 HEX HD BOLT. IJASHERS ~NUT
CORROS!DN RESISTANT(2)
I'xc' ALUM BASE PLATE OYP:
PT 2x4 DECKING-.........<--.- ..
FASTEN TO JOISTS -........:
I,I/~8x3 DECK SCREVS
#10 TAPCONSX 3 1/2'
-CORROSION RESISTANT
2' MIN IMBEDMENT IN 2'xb'
PERIMETER JOISTS
----t, .
j
-24'NAX O.C.---
TYPICAL
"s"
DETAIL
SCREEN ROOM
POST TO DECK
CONNECTION
BUILDING SHALL COMPLY
ALL APPLICABLE BUlLDINC
ELECrRlCAL, PLUMBING AJ
MECHANICAL CODF') ,
'1/' ,f;b
flD
SH[€: T or
SHEET 3
PART "40.
,
[NGiNEE? "ICENC[ '53608 I