HomeMy WebLinkAbout98-7662
BUILDING PE,RMIT
7662 L3
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
Date
tj- 9-9r
~IL~ ELECTRICAL PLUMBING MECHANICAL
::::::,~.:~.'t.1J;.~..;, 0
Parcel J.D. # 02 -;;26 -;)...-/ - 0 CJ ~ - n LJ..:3CJ D - 00/ i)
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Zoning: _Ene;,y Code: Radon Gas:
De.cnpt;o" of wo;;7(~r << -" " .L4c:.;,z::.'J ~r
NO OCCUPANCY BEFORE C.O.
FINAL b J ~
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
c.o.
DATE
Inspector
gl,
:~;~~::,:e l~~/
Company
Address
Telephone#
Valuation or
Contract Price
<3 9 9?_ d-D
./
City License Registration # ~ Y
State Certified License#
~~r~
C/
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Ftr.
Pre SLB
Lintel
jjr{7~ 1:1f-
Breakers
Ducts Insl.
Compressor
Final
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
FRM.
Insul. CL
WL
SLB
Tub Set
Water
Sewer
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($~) shall be made for each trip for each trade:
..2.-~-' iiO
Wrong Address
Condemned work resulting from faulty construction.
Repairs or corrections not made when inspection called.
Work not ready for inspection when called.
Permit not posted on job site.
Plans not at job site.
Work not accessible.
a.
b.
c.
d.
e.
f.
g.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
APPLICATION FOR PERMIT t2. '1 ~ \
CITY OF ZEPHYRHILLS /~
BUILDING DEPARTMENT '9 ~ <6
./ If 1,
4)f
OWNER' S NAKE
If' /1 V ~-!q/U
/
~ /30 Ii/) I/Ci/ ff~
/
~Ct Ihl
PHONE ; 7/....5-- 7'..53-/
OWNER' S ADDRESS
JOB ADDRESS
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION cJq IC51~
PARCEL LD.' 02- - 2)0 - LI ~ VoLo -ciQ 300 .-0010
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPOSED :_New Construction _Addition _Alteration --ltepair ,k..Install
_Sign ~ove _Deaolish
PROPOSED USE: _Single Fallily _KIF _' of Units _M/H
_eo..ercial _Indust. _Swim. Pool _Other
DESCRIPTION OF WORK:
_Restaurant & Health DeparbBent Approval
CC(/fbr,1 rf sA j
BUILDING SIZE:
x
Square Feet,
Height
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REOUESTED
_BUILDING
$
3/ /7 /
,.
Valuation of Total Construction
_ELEcnuCAL
AKP Service
Florida Power Corp.
W.R.E.C.
_MECHANICAL
$
Valuation of Mechanical Installation
--YLUMBING
GAS
ROOFING
SPECIALTY
TYPE OF CONSTRUCTION: _Block _Fralle _Steel
,./<1
Other
PDfISHED FLOOR ELEVATIONS:
FT.
IS PROJECT IN FLOOD ZONE AREA? -.L
YES NO
******************************************
BITII.DER
CONTRACTOR SECTION ~
~ COIIPAIIY If J!; Pk",/ :e.t/p..,
~ State Cert. or Regist.' Ii' 60,j,'OO ~
. ~ ~ City License Registration' Aj7'Z: 41v,rl_23-'..r_~,,;
/********* ******************************** ~
Signature
F.I .RCTRICIAN
COMPANY
State Cert. or Regist. ,
City License Registration t
******************************************
SimlAture
PLUMBER
COMPANY
State Cert. or Regist. t
City License Registration f
******************************************
Signature
MECHANICAL
COMPANY
State Cert. or Regist. t
City License Registration f
******************************************
Signature
OTRRR
COMPANY
State Cert. or Regist. f
City License Registration #
******************************************
Signature
APPLIcATION APPROVED BY
PERMIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
'A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this perlit lay be subject to "deed restrictions" which lay be lOre restrictive than City
regulations. The undersigned assUles responsibility for cOlpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CON'l'RAC'l'On RESPONSIBILI'l'IES
If the owner has hired a contractor or contractors to undertake work, they lay 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 aay be
cited Cor a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to what licensing
reguirelents lay apply Cor the intended work, they are advised to contact the City of Zephyrhills Building Departlent, (813)
788-6611. .
Furtherlore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the
"Contractor Sections" of this application for which they will be responsible. If you, as the owner sign as the contractor,
you are indicating that you, rather than the contractor, are responsible Cor the work. If the contractor wishes you to sign
as contractor that lay be an indication that he is not properly licensed and is not entitled to perlitting privileges in the
City of Zephyrhills.
c. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES ~{
D. CONSTRUC'l'ION LIEN L'f\W (CHAPTER 713, FLORIDA STA'rUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien Law - HOIeOWDer's Protection
Guid~" prepared by the Florida Departlent oC Agriculture and ConsUler Affairs. If the applicant is sOleDne other than the
"owner", I certify that I have obtained a copy of the above described doculent and prolise in good faith to deliver it to the
"owner" prior to couencelent.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all
applicable laws regulating construction, loning, and land developlent.
I
Application is hereby lade to obtain a perlit to do work and instailation as indicated. I certify that no work or
installation has cOllenced prior to issuance of a perlit and that all work will be perfofled to leet standards of all law8
regulating construction, City codes, loning regulations, and land developlent regulations in the jurisdiction. I also
certify that I understand that the regulations of other goverDlental agencies lay apply to the intended wort, and that it is
IY responsibility to identify what actions I lUSt take to be in cOlpliance. Such agencies include but are not liJited to:
* Departlent of HnviroDlental Regulation - Cypress Bayheads, Wetland Areas and HnviroDlentally Sensitive Lands,
. Water/Wastewater Treatlent
* Southwest Florida Water Hanagelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
* ArlY Corps of Engineers - Seawalls, Docks, Havigable Waterways
* Departlent of Health & Rehabilitative Services, EnviroDlental Health Unit - Wells, Wastewater Treataent, Septic Tanks
* US EnviroDlental Protection Agency - Asbestos abatelent
I also certify that, if .fill laterial is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan
addressing a "colpensating volUle" will be sublitted which is prepared by a professional engineer registered in the State of
Florida prior to perlit. issuance.
. A perlit issued shall be construed to be a license to proceed with tbe work and not as authority to violate, cancel alter, or
Bet aside any provisions of the technical codes, nor sball is~u~nce of a perlit prevent the Building Official frOl thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every perlit issued shall becOle invalid
unless the work authorized by such perlit is cOllenced within sil IOnths of issuance, or if work authorized by the perlit is
suspended or abandoned for a period of sil IOnths after the tile the work is cOllenced. One 90 day eltension of tile, JaY be
allowed for the perlit with fee charge of '15.00. The eltension sball be requested in writing to the Building Official. An
approved inspection lUSt be logged during each six IOntb period, or the project will be considered abandoned.
WARlfING TO OWHER: YOUR FAILURE TO RHCORO A NOTICE OF COHHBHCEHEHT HAY RBSULT IN YOUR PAYING TWICE FOR IHPROVBIIIIl'S TO YOUR
PROPBRTY. IF YOU INTEHO TO OBTAIH FIHAHCIHG, COHSULT WITH YOUR LBHDBR OR AH ATTORIBY BBFORR RBCORDING YOUR NOTICE OF
COHHBHCBKBHT. JO UNO 2,500 IH VALUB DO NEBD TO RBCORD AHD POST A "NOTICB OF COMMBHCEHEHTj'
~;J l/kl-f:J
' SIGHATURE: COHr O~
DA
COUNTY OF A~.J11Ir
The foregoing instrument was acknowledged
before me this ~~~, 19~ by
who i~i :~~ri~ ~ ~h~ has
produced
as identification and who did/did not
take an oath.
~-r~q~- -~~
( ignature) ."
(Name Typed, Printed or Stamped)
NOTARY PUBLlf(<<~~~.<<<<<<<<<<<<<<<<<<<<<<<<<<<<(<<<<<<~<<<<i:
> "~~~~:'~~'<~" Robert Druce MallSpeltker ' ,
~S (r~"') :\ Notary Public, State of Florida ::
~S \~~~~/ Commission No. CC 530694 : '
>~ ...~~~..., My Commission Expires 4/20/00 ' :
~ Bonded Through F1a. Notary Service & Bondilljl Co. :'
> })))))))))))))))))))) )))))>>>))>>))>)))~>)))>))~
, I
STATE OF FLORIDA
COUNTY OF ~~
The foregoing instrument. was acknowledged
before me this ~~, 19 ?Yby
.'
who is P~~il; ~to ~-;-;;boh;s
produced
as identification and who did/did not
take an oath.
tt:n4~~..b---- "2r.---~~
( gnature)
(Name Typed, Printed or Stamped)
NOTARY PUBLI C >~'((((~~~~~((((((((((((((((((((((((((((((((~(((((((:I'
> .,,~~~~~,~~t:' Robcrt Bruce Mallspeak~r . :
> ;' ..... A,":, ... Notary Public State ofFlonda '.
~S i,,~'6.~j Commission No, CC 530694 : :
? "~~~~~~Y My Commission Expires 4/20/00 : .
>~ Bonded Through Fla. Notary Service & Bonding Co. .:
~'>)))>>))))))))))>>)))>)))>>)>))))))))))>)))>)>)))>>
State of
11111111111111111111111111111111111111111111111111
98040709
F~nWf
,
NOTICE OF COMMENCEMENT
A~<:,~
County of
THE \mDERSIGNED hereby gives notice that improvement will be made to c~rtain
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. () 2 - 2~-- 1'- / - (JtJ 20 ...., tYO.-7cJt/ ---a?/d
(Legal description of the property and street address if available)
2. General Description of Improvement ('O~()r7- rI- c;h ~
3.
Ii
1
.$'.
'-
\ 6..-
'J\
(~J
\ i
\'-j
Owner Information: Name T~ rfL/
;J I
Address (of]&; ro/vtl/ ~f City
Interest in Property: ~#
Name of Fee Simple Titleholder:
(If other th~n owner)
Rcpt: 229407 Rec:
DS: 0.00 IT:
04/08/98
/IIclt:('ftf
O/~/~0
6.00
0.00
Dpty Clerk
Stater/
;$~StJZ)
JED PITTMAN, PASCO COUNTY CLERK
04/08/98 02:18pm 1 of 1
OR BK 3912 PG 1001
Address
City
State
Contractor: Name /( J 17./l1r/h1/1J,1/P'1
Address 771/2 7.t/J-1l~ City '3>/..{y/'-I,h
Surety: Name I? L..I::... 5u/-"e f y (0/
)G ltC;- ! 7:L~ 9. Ci~ ~o/~
-
Amount of Bond: $ /{)~tJtJO
Lender: Name /2~ /
stater/ .JJ~-~
~
Address
State Z' /.
Address
ST/\TE 0'- FLORIDA.
CCU;\if',' CF f'J\scn
T: XC: !:; ro CfF;":~ [' Tk\! THr:. FOREGOING IS A
TRUE ..--',;.;n C(\~~;. :~<C.1' :-,:"~:~j\/ (\~ -n.;~ ~tlA~ or,' CfI
OR C( rU~~~h~ r.;:'CC\:;L; j!.l Ti<S OFF!(. ~ L SS MY
whom
by Section
City
Persons within the State of Florida
notices or other documents may be
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
~ienor's Notice as provided in Section 713.13(1)(b), Florida Statutes.
.,i~'-
9. Exp~ratlon date at NotIce at Commencement (the expIratIon date is 1 year
'fr,:>m 'the date of recordii&g unless a differ.=r.t date is specified.)
Signature of Owner:
Sworn to
19 1~.
,
I
. .......,\
Notary Public:
. ...... "" ('E. "f~.,\!S'
'.' ~:~ ..' .,'....
~ q;....... "nY": I
My Commi.ssion Expires:
, (((((t/((l(((((((((((((((((((((((((((((((, (I
~ ""~~~;:'" Robert B~ce Manspeak~r
) : ,i ': -i 0' I
) ',.\ . ':,1 Commission No. CC 530694 . .
\ "~~.. ".;/ My Commission ExpirC' 4120/00. :
?~ ....... ,-, "'_, ,.... "l"f'V;"'. .... n,.rrrn:l' (.0. :).
...::.~
. < '
· .' C ) ~
., , -
)\J'-) .:'.~.
, '"
~~,...< <"v.
, .. ~ r 1
I.~ .
. .
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~ 1~"
CITY OF ZEPIIYRHILLS BUILDING DEPARTMENT
OWNER Je /tlV ~h/Ze
JOB LOCATION ~ fh ( ) rfl f?O/y~ /' ~/-.
Oc... -- 2&~ Z./~ 0020 --00300 -00/0
PARCEL 1.0.' #
SIION ALL EXIST .lNG & PROPOSED STRUCTURE~~.l V LNG DIMENSIONS & SETBACKS.
Xo.
UTILITY BUILDINGS
MUST SHOW SIZE &
FOUNDATION INFOR-
MATION.
"
(
'""
/ I
e)\rjfrP7! 41/# IJ
I---- I <! .-
I 2 xL? 1 fr 0 rOffJ
5/q/;
I !lx5L
r
\) f!dfnre/
C ct( pori
13 X Lf'fo
, /g/
I
! I
L,.___
.
"-
~
FRONT PR~PERTY LINE \
~
STREET
'fl.
I~ (}Vtll .P/-.
,
(NOTE EXAMPLES 1 & 2)
1. SETBACKS FOR RI, R2 ZONING
60'
10'
P E-
R X
0 I
10' p S 10'
0 T
S I
E N
D G
20'
2. SETBACKS FOR R3 ZONING
60'
1 0'
10'
10' EXISTING 10'
PROPOSED
20'SGL FAM 30'DUPLEX
1 0'
FRONT PROPERTY LINE
FRONT PROPERTY LINE
7/5 - '-f _S 5 /
RJ's ALU~NUM
MASONRY CONTRACTOR
PROPOSAL SUBMITTED TO:
37912 7th Avenue
Zephyrhills. Fla. 33541
Phone: (813) 788-3741
NAME:
W'h."bV'"bm;t'oec;f;'''iO~ # Lf ~ ~
3000 ps-r~-
f,ik ~
10 ~M_~5 ,:X ~
({;;LLL ') ~5~~ ~
C (OXIZ
/3 f 0, 0 ,
u ..
:210,
I r 0, () 0
~ 13 X'fr -)~ "J-' p~ /.!l7:l,'
3'1-.3 ~:J-X't'~
f:k t::J:;;;;::: ~~
vk-~
~ fJ~ )5D'F-"-~ ,/50, ~.
, J~ Df'-'- D :;73 ?7?' o~
P7f')-~)....Olt /'
lU
o ~
[Ao1.
We hereby propose to furnish labor and matenals - complete In accordance with the above specifications, for the sum of:
? ?J? ~.
dollars ($ ~ ~ ) with payment to be made as follows:
J'Y?j ~ Ad} q n / .6'14-'7 <Z' t)/C f C-C"A /k.?""/.....-;
A~o_~~ ?~~
ACCEPTANCE OF' PROPOSAL
The above prices. specifications and conditions are hereby accepted. You are
outHned above.
ACCEPTED:
Signeture
Date
~.,/-~
----~_.~,_.. ..
. --I .
I " !
" I
j I
I
j
I
\rA\P
L) \'
r~"~
f\V
(:)J t- c,'~ 3,000 pSI 0/f~ h')e/
\''\/ "
~
---.
1- #3~k
.__.,----_._------._--.,--_.~_."..,-_._.-."- -
-~,
........,,,-
Ii
)(g
( )0 I~+-
(Ct if
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(
. ")
( \ 'I
o I Jj /./ \
J y.J ,O'!o5Cq//~~/P~
/- /
A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS
SECTION 2
DO NOT BLOCK
FIE EXIT WNJOW
F'-=' -.
rv~----
I
eI)
....
eI)
~
~ --- W VARES--~
22
~
OVERHANG VARES
2" x _ FRONT WALL BEAM
SELECT 1.' FROM TABlE 2 . 1 . 1
AN>/OR TABLE 2 . 1 . 2
USE 1.' . W/2 + O.H.
~
L~
.I > ~
2" x 3" WU.N
SEE TABlE 2 . 2 . 1 AN>/OR
TABlE 2 . 2 . 2
SINGLE CARPORT
Lawrence E. Bennett, P.E.
cr1Il. ENaNEER - llE\IELQI'aENT CO'aL TANT
P.O. BOX 4388, SOUTH DAYTONA, Fl 32121
'TBB'HOtE (804) 787-4n4
FAX (804) 787-11658
SEAL
@ COPYRIGHT 1998
NOT TO BE REPRODUCED N WHOLE OR N PART WITttOUT TIE WRITTEN PERMSSION OF LAWRENCE E. BENETT, P.E.
PAGE
49
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2
II II
I ~ ~ ~ I L-w-1
~---W W
II II II /I /I
II "II . II II MONO-SLOPED ROOF II
.... OVERHANG VARES -'----_ ~ II OVERHANG VARES II
N II II II
~ JI 1 II II ! /I II
~ A I rW 12+0.H. f- A nW/2 i A J -W 121?.H. '1TW/2+0.H. i A-W/2+<W-
..J II II ~ ..J :j ~
z ~
4( II II
55
~ II II m
II II
II II II
L II II L II
II II /I
~ U U
.. ..
'j<--- r---
NOTE: FOR BEAM SPAN LENGni oAo FOR SHADING DENOTES MAXIUot ROOF
TABLE 2 EQUALS TIE LARGER OF: A-W OR AREA FOR ca..LU8 AN) FOOTNG
A-W/2+o.H.
DOUBLE CARPORT SNGLE CARPORT
BEAM F RE~ . SLOPE
FOR KN:E BRACING '______
~V21
· SLOPE
..
12
V2 ..
KtEE BRACE
12
-:----:------~==-.-...._==---==========---..-
-- W' FOR BEAM SIZE
W' FOR BEAM SIZE -
W FOR BEAM SIZE
SEE TABLE 2 . 1 . 1
AN)/OR TABLE 2 . 1 . 2
AFTER COt.RJ'TJ<<3 'A'
lARGEST VALlE
. MNMlJM SLOPE SHALL BE V2" PER 12" POST SIZE AN) SPA~ PER TABLE 2.2.1
EXCEPT FOR 0.0260 PANS FOR WHCH AN>/OR TABLE 2.2.2
THE SLOPE SHALL BE 3/40 PER 12"
FOR SPANS EXCEEDN3 12'-00 OR NOTE: IOEE BRACES ARE REQlR3) F POSTS
MANUFAC~ERS RECC>MYa<<lED SLOPE ARE NOT SET ~ ~ FOOTNG
END VIEW DOUBLE CARPORT (GABLED) END VIEW SINGLE CARPORT
Lawrence E. Bennett, P.E.
avI. EHGN:ER - 1E\iEl.OFM:NT CON9lL TANT
P.O. BOX 4388, SOUTli DAYTONA, Fl 3212t
1B..EPHOt>E (804) 787-4n4
FAX (804) 7117-ll55e
SEAL
@ COPYRIGHT 1998
NOT TO BE REPAOOlJCED .. WHOl.E OR .. PART WIlliOUT nE WRITTEN PERMSSION OF LAWRENCE E BENETT, P.E
PAGE
51
A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS
SECTION 2
"r IS ntCKtESS OF
REQUIB) POST
r
~
N'
b--
;:a
~
r
TOP OF GRADE
3" x 3" POST SEE TABLE
(2) 2" x 2" x "t" ANGLE OR
(1) U a-tAYEL x "r
3/a" x 3-112" BOLT
80 LA 2500 PSI CONCRETE PRE-M)(
~.....,---
3" x 3" BASE
1
16"
1
ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION
r
o
L y)
LL-l
POST N CONCRETE
~4 BAR 12" LONG
- POlR:D CONCRETE
REFER TO TABLE 2 . 4
N
;:a
I
N
3" x 3" POST llR4 BOL 1B)
TO ANCHOR RISER
2-314" x 2-314" x 2-112"
~ LONG x lIa" 1UING
WB.DED cc::HECTION
FASTEN PER TABLE 2 . 5
12" x 12" x 114" PLATE
3-112" CONe. SLAB
ISOLA TED FOOTING
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
2'-0" MN. N
BEFORE SLOPE ;::.
f 1 ~
~
(1) ~5 BAR CONT.
(1) 1:5 BAR CONT.
TYPE I
FLAT SLOPE / NO FOO~
0-2"/12"
TYPE II
MODERATE SlOPE FOOTNi
2"112" - 1-10"
TYPE III
STEEP SlOPE FOOTN3
) 1-10"
NOTES: t NO FOO~ RE~ED EXCEPT WI-EN ADDRESSNG EROSION EXCEPT FOR EXlSTNi
SLAB WITHOUT REllFORCEM2NT. TIEN lRBUT ARY ROOF AREA I..MT8) BY TABLE 2 . 4
2. MONOl.IlHC SLABS OR FOOTNGS SHAll BE MN. 2,500 PSI CONCRETE WITIi ax8-1Ox1O
W8..DED WRE W:SH OR FBER W:SH t.1A Y BE USED N LEU OF W:SH.
3. F LOCAL BlJU)NG CODES REQlR:S A W&f..N FOOTNG USE TYPE I FOOTNG OR
FOOTNG SECTION REQURED BY LOCAL CODE. LOCAL CODE GOVERNS.
SLAB DETAILS ADDRESSING EROSION
Lawrence E. Benn,ett, P.E.
aVl. EHGIoEER - DE\lB.GRtEHT CONSU. TAN'(
P.O. BOX 438ll. 80UTH DAYTONA, FL 32121
lB..EPHOtE (lK)4) 707-4774
FAX (lK)4) 787-lSl558
SEAL
@ COPYRIOHT 1998
NOT TO BE REPRODUCED tl WHOlE OR N PART wmtOUT TlE WRITTEN PERMSSION OF LAWRENCE E. BENETT, P.E.
PACE
53
SECTION 2
A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS
INTERNAL OR EXTERNAL RECEIVING CHANNEL
r x r x 0.063" ANGLES
INTERNAL OR EXTERNAL ANGLE CLIPS
CONCRETE ANCHORS PER SCI-EOU..E
<3
EXTRUDED ALl.JMN.H BASE OR
BREAK FORMED U-ClP
CORROSION RESISTIVE STEB.
nAU BOlT PER SCl-EDlLE
ALLt.ft.t.t TUBE COL~
~
CONCRETE SLAB OR FOOThlG
TUBE COLUMN"SASE SCI-EMA TIC
INTERNAL BASE
NOTE: ATTACHMENT DET ALS SHOWN REQLW:tE
DIAGONAL BRACJ.JG FOR FREE-STAN:lN3
COVERS
SEAL
Lawrence E. Bennett, P.E.
QVL ENC3IIEER - 0E\'El.0PaEHT CONSU.TANT
P.Q. BOX 43ll8, SOUTH DAYTONA, FL 32121
T1:l.EI'HOtE (llO4) 7f17-4n4
FAX (llO4) 7f17-85l58
PAGE
54
@ COPYRIGHT 1998
NOT TO BE REPRODucED N WHOlE OR N PART WITHOUT TtE WRITIEN PEfMSSION OF LAWRENCE E. BENETT, P.E.
SECTION 2
A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS
~ ROOF PAN3... SEE SECTION 7
>
ANCHOR PER DETAL FOR PAN
OR eot.POSITE PAN:J..
SEE TABLE 2 . 3 FOR N.NBER OF
BOLTS AN) SIZE OF POST
BEAM AN) POST SIZES SEE
TABLE 2 . 1 . 1, TABLE 2 . 1 . 2 AN)/OR
TABLE 2, 2 . 1, TABLE 2 . 2 . 2
COLUMN NOTCtED TO SlIT
SIDE NOTCH POST TO BEAM CONNECTION
~
>
ROOF PAN:J.. SEE SECTION 7
ANCHOR PER DETAL FOR PAN OR
Cot.4'OSlTE PAN:J..
SEE TABLE 2 . 3 FOR N.NBER OF
BOLTS AND SIZE OF POST
-it
BEAM AN) POST SIZES SEE
TABLE 2 . 1 . 1, TABLE 2 . 1 . 2 AN)/OR
TABLE 2 . 2 . 1, TABLE 2 . 2 . 2
COLUMN NOTCtED TO SlIT
CENTER NOTCH POST TO BEAM CONNECTION
Lawrence E. Bennett, P.E.
avl. ENGIIEER - DeVELClPI.ENT CC1N8U.TANT
P.o. BOX 43IS8, BOUTli DAYTONA, f1. 32121
'TB.S'tlOfE (804) 7f17-4T74
FAX (804) 7f17-85l58
SEAL.
PAGE
56
@ COPYRIGHT 1998
NOT TO BE REPRODUCED tI WHOlE OR tI PART WITHOUT nE WRTTBI PER~ OF LAWRENCE E. BENETT, P.E.
A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS
SECTION 2
Table 2.1.1:
Allowable Roof Beam Spans for Carports, Patio Covers,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 6063 T~
',--
Wind Zone - 102 MPH T 110 MPH r 120 MPH I 125 MPH I 140 MPH
Applied Load = 17# I Sq. Ft T 20# I Sq. Ft I 23# I Sq. Ft J 26# I Sq. Ft J 32# I Sq. Ft
Load Width 2" x 3" x 0.050" Hollow lilt
5' 9'.9" '9'-0" 8'.5" 7'.11" 7'.1"
6' 8'.11" 8'.3" 7'-8" 7'.2" 6'.Q"
7' 8'.3" 7'.7" 7'.1" 6'-8" 6'-0"
8' 7'.9" 7'.1 " 6'-8" 6'.3" 5'-8"
9' 7'.3" 6'-8" 6'.3" 5'.11" 5'-4"
10' 6',11" 6'-4" 5'.11" 5'.7" 5'-0"
11' 6'.7" 6'.1" 5'-8" 5'-4" 4'.10"
12' 6'-4" 5'.10" 5'.5" , 5'.1" 4'.7"
Load Width 2" x 3" x 0.050 Hollow
5' 11'.1 " 10'-3" 9'.7" 8'.11" 8'.1"
6' 10'.2" 9'-4" 8'.9" 8'.2" 7'-5"
7' 9'.5" 8'.8" 8'.1" 7'.7" 6'.10"
8' 8'-9" 8'.1" 7' . 7" 7'-1" 6'.5"
9' 8',3" 7'-8" 7'.1 " 6'-8" 6'-0"
10' 7'.10" 7'.3" 6'.9" 6'-4" 5'.9"
11' 7'.Q" 6'.11 " 6'-5" 6'-1" 5'.Q"
12' 7'-2" 6'-7" 6'-2" 5'-10" 5'-3"
Load Width 2" x 4" x 0.050 Hollow lilt
5' 12'.3" 11'.3" 10'.Q" 9'-11" 8'.11"
6' 11'.2" 10'-4" 9'.7" 9'-0" 8'-2"
7' 10'-4" 9'.7" 8'-11" 8'-4" 7'-7"
8' 9'-8" 8'-11" 8'-4" 7'-10" 7'-1 "
9' 9'.2" 8'-5" 7'-10" 7'-5" 6'-8"
10' 8'-8" 7'.11" 7'-5" 7'-0" 6'-4"
11' 8'.3" 7'-7" 7'-1 " 6'-8" 6'-0"
12' 7'-11 " 7'.3" 6'-10" 6'.5" 5'-9"
Load Width 2" x 4" x 0.050" Hollow
5' 13'-9" 12'-8" 11'-10" 11'-1 " 10'-0"
6' 12'.7" 11 '-7" 10'-9" 10',2" 9'-2"
7' 11',7" 10'-8" 9'-11" 9'-5" 8'.Q"
8' 10'-10" 1 0'-0" 9'-4" 8'-9" 7'-11 "
9' 10'.3" 9'-5" 8'.10" 8'-3" 7'.Q"
10' 9'-9" 8'-11 " 8'-4" 7'-10" 7'-1 "
11' 9'.3" 8'.Q" 7'-11 " 7'.Q" 6'-9"
12' 8'-10" 8'.2" 7'-8" 7'.2" 6'.Q"
Load Width 2" x 4" x 0.038" x 0.100" Se'f Mating Beam
5' 14'.Q" 13'-4" 12'.Q" 11'-9" 1 0'-7"
6' 13'.3" 12'-2" 11 '-4" 10'-8" 9'-8"
7' 12'.3" 11'.3" 10'.Q" 9'.11" 8'-11"
8' 11'-5' 10'-7" 9'.10" 9'-3" 8'-4"
9' 10'.10' 9'.11" 9',3" 8'-9" 7'-10"
10' 10'-3" 9'.5" 8'.10" 8'.3" 7'.Q"
11' 9'-9" 9'-0" 8'.5" 7'-11 " 7'-1"
12' 9'-4" 8'-7" 8'.1" 7'-7" 6'-10"
Example:
For 2" x 4" x 0.038" x 0.100" Self.Mating Beam; Beam span between uprights use load width to enter table
For 12' Roof Panel + 2' Overhang, Load IMdth = LW = 12' / 2 + 2' 0 H, = 8' ; Enter table on left at 8' read
allowable span under required load; Thus for 100 MPH wind load/live load or 17 #/Sq Ft. and Load IMdth = 8'-0"
Maximum BeamSpanfor2"x4"x0038"xO 100"= , 11'-5" I
Spans do not Include length of mee brace Add horizontal leng Of knee brace 10 above spans for total beam
spans.
'-.
Lawrence E. Benn&tt, P.E.
ava. EM>>EER - DEVa.~ CON8U.TANT
P.O. BOX 4388, 80Uni DAYTONA, FL 32121
TB.EPHotE (1104) 767-4n4
FAX (904) 767-6558
@ COPYRIGHT 1998
NOT TO BE REPRooucEo .... WHOlE OR .... PART WITHOuT TIt: WRfT11:N PBNSsION OF LAWRENCE E. BENETT, P.E.
SEAL
PAGE
59
SECTION 2
A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS
Wind Load =
Applied Load =
Maximum
Table 2.2.1: Allowable Attributable Roof Area per Post for Carports,
Patio Covers, and other Open Buildings - ALUMINUM POSTS
Aluminum Post
102 MPH ! 110 MPH . 120 MPH r 125 illip~f [ '140 MPH
17 #/Sq. Ft,;20 #/~qJt. 123 t!!$g. FtJ~6 #/Sq.f(t!2 #/S9. Ft.
Allowable Roof Area in Square Feet for Various Loads on Post
2" x 2" x 0.044" Hollow Extrusion or
121 103' 90
91 77 67
71 60 52
53 45 39
2" x 3" x 0.050" Hollow Extrusion or
161 137 119 105 86
147 125 109 96 78
94 80 69 61 50
70 60 52 46, 37
3" x 2" x 0.070" Hollow Extrusion - Aluminum Allo'y 6063 T-6
200 170 148' 131 . 107
150 128 111 98 80
117 99 86 76 62
88 ,75 65! 5L 47
3" x 3" x 0.040" Roll Formed - Aluminum Alloy 3105 H-14
140 . 119 I 104 ! 92' .. .,
1 05 89' 78 . 69
82 69 60 53
61 52 45 40
3" x 3" x 0.060" Roll Formed - Aluminum Alloy 3105 H-14
212 : 180 I 157 '138 113
159 ' 135 '117 1 04 84
124 105 91 81 66
93 79 68 61 49
3" x 3" x 0.060" Fluted Hollow Extrusion - Aluminum 6063 T-6
200 170 148 131 107
150 128 . 111 98 80
117 99 86 76 62
88 75 65 . 57 47
Height
7'-4"
8'-7"
9'-10"
11'-1"
Height
8'-2"
9'-6"
10'-11"
12'-3"
Heig,ht
8'-2"
9'-6"
10'-11"
12'-3"
Height
10'-0"
11'-8"
13'-4"
15'-0"
Height
11'-0"
12' -1 0"
14'-8"
16'-6"
Height
11'-10"
13'-10"
15'-10"
17'-10"
Load in Lbs
2,064
1,548
1,204
903
Load in Lbs
2,736
2,502
1,596
1,197
Load in Lbs
3,408
2,556
1,988
1,491
Load in Lbs
2,381
1,786
1,389
1,042
Load in Lbs
3,600
2,700
2,100
1,575
Load in Lbs
3,408
2,556
1,988
1,491
79
60
46
35
65
48
38
28
..j
74
56
43
33
---...
Example:
Find Roof Area Needed; Area = 'A'; Post Spacing ='S'; Structure Projection = 'W':
A = S x (W/2 + O.H.); If'S' = 7', W = 12', and O.H, = 2' then: 'Area' = 56 Sq. Ft.
For a 10'-11" post and 120 m.p.h. wind load or 23 # / Sq. Ft. post choices are:
1) 2" x 3" x 0.044" Hollow Extrusion
2) All post sizes listed below the 2" x 3" x 0.044" Hollow Section
Note:
Where job conditions dictate a post height of 10' in a 120 MPH wind zone, a 3" x 3" Roll Formed
COULD NOT BE used because when it is more than 10' tall it can only support 39 SF of roof. On the
other hand, a 3" x 3" Fluted Post with a post height of 10'- T' can support an area of 128 square feet of
area. Thus, design must satisfy both height and area requirements.
Lawrence E. Bennett, P.E.
011I. ENt3INEfER - DEVB.OPIEHT CONSU..TANT
P.O. BOX 4368, SOUTH DAYTONA, FI.. 32121
TEl.EPHOIE (90<4) 787-4n4
FAX (90<4) 787-8558
SEAL
PAGE
62
@ COPYRIGHT 1998
NOT TO BE REPRODUCED ,. WHOLE OR ,. PART WIl1iOUT Tl-E WRITTEN PERMSSlON OF LAWRENCE E. BENETT, P.E.
SECTION 2 ATTACHED & FREEST ANDING COVERS AND UTILITY SHEDS
Table 2.3: Schedule of Post to Beam Size and Number of Thru-Bolts Required
Aluminum Alloy 6063 T-6
I Beam Minimum # Thru-Bolts @ L=D+Y.'
Size Post Size 1/4" 9 3/8" 9
2" x 3" x 0.050" Hollow Tilt 3"x 3"x 0.060" Scalloped 2 -
2" x 4" x 0.050" Hollow 3"x 3"x 0.060" Scalloped 2 -
2" x 4" x 0.038" x 0.100" Self MatinCl Beam 3"x 3"x 0.060" Scalloped 2 -
2" It 6" x 0.050" x 0.120" Self Mating Beam 3"x 3"x 0.060" Scalloped 2 -
2" x 7" x 0.055" x 0.120" Self Mating Beam 3" x 3" x 0.093" 3 2
2" x 8" x 0.072" x 0.224" Self Mating Beam 3" x 3" x 0.093" 3 2
2" x 9" x 0.072" x 0.224" Self Mating Beam 3" x 3" x 0.125" 4 3
2" x 9" x 0.082" x 0.306" Self MatinCl Beam 3" x 3" x 0.125" 4 3
Table 2.4: Footings - Maximum Roof Area for Carport Posts
Wind Zone = 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH
ADDlied Load = 17 #/Sa. R. 20 #/Sa. R. 23 #/Sa. R. 26 #/Sa. R. 32 #/Sa. R.
Existing Slab on Grade
with unknown 20 17 15 13 10
reinforcement
Isolated Footing
Dimensions** Maximum Attributable Roof Area in Square Feet
1'-0" x 1'-0" x 1'-0" 30 26 22 20 16
1'-4" x 1'-4" x 1'-4" 59 50 43 38 31
1'-6" x 1'-6" x 1'-6" 77 66 57 51 41
1'-8" x 1'.8" x 2'-0" 120 102 89 78 64
1'-8" x 1'-8" x 2'-6" 150 127 111 98 80
2'-0" x 2'-0" x 2'-0" 155 132 115 102 83
2'-0" x 2'-0" x 2'-6" 194 165 143 127 103
2'-6" x 2'-6" x 2'-6" 270 230 200 177 144
2'-6" x 2'-6" x 3'-0" 324 276 240 212 172
**Notes:
Isolated Footing is a poured concrete rectangular solid (Length x Width x Depth).
Slab on grade must be new or in good condition.
Pre-Cast Block Footing.
Pre-cast footing block ( 16" x 16" x 4" ) at 24" below grade with 80 # bag pre-mix concrete and
backfilled to grade.
Dimensions Maximum Attributable Roof Area in Square Feet
1'-4" x 1'-4" x 2'-4" 102 87 76 67 54
Lawrence E. Bennett, P.E.
avL ENC>>EER - DEVB.0PrENT CONStL TANT
P.O. BOX 4388, SOUTH DAYTONA, FL 32121
'TEI..EPHOI'E (1104) 787- Ion 4
FAX (1104) 787-8S58
SEAL
PAGE @ COPYRIGHT 1998
64 NOT TO BE REPROOucED N WHOlE OR N PART WITHOUT TtE WRITTEN PEJNSSION OF LAWRENCE E. BENETT, P.E.
.-.."
~
ATTACHED & FREEST ANDING COVERS AND UTILITY SHEDS SECTION 2
Table 2.5: Allowable Spans I Heights for Aluminum Pans
Utility Shed Roof or Walls
1-1/4" x 12" x 0.026" Panel. 1-1/4" x 12" x 0.032" Panel
Wind Overhang Condition Wind Overhang Condition
Region NONE 1'-0" 2'-0" Region NONE 1'-0" 2'-0"
102 M.P.H. 7'-4" 7'-7" 8'-4" 102 M.P.H. 8'-1" 8'-4" 9'-1"
110 M.P.H. 6'-9" 7'-0" 7'-10" 110 M.P.H. 7'-6" 7'-9" 8'-6"
120 M.P.H. 6'-4" 6'-7" 7'-6" 120 M.P.H. 6'-11" 7'-3" 8'-0"
1-1/2" x 12" x 0.026" Panel 1-112" x 12" x 0.032" Panel
WIND Overhang Condition Wind Overhang Condition
REGION NONE 1'-0" 2'-0" Region NONE 1'-0" 2'-0"
102 M.P.H. 8'-S" 8'-8" 9'-4" 102 M.P.H. 9'-4" 9'-6" 1 0'-1"
110 M.P.H. 7'-9" 8'-0" 8'-9" 110 M.P.H. 8'-7" 8'-10" 9'-S"
120 M.P.H. 7'-3" 7'-6" 8'-3" 120 M.P.H. 7'-11" 8'-3" 8'-11"
3" x 12" x 0.026" Panel 3" x 12" x 0.032" Panel
Wind Overhang Condition Wind Overhang Condition
Region NONE 1'-0" 2'-0" Region NONE 1'-0" 2'-0"
102 M.P.H. 13'-11" 14'-1 " 14'-6" 102 M.P.H. 1S'-S" 1S'-6" 1S'-11"
110 M.P.H. 12'-10" 12'-11 " 13'-S" 110 M.P.H. 14'-2" 14'-4" 14'-9"
120 M.P.H. 11'-11" 12'-1" 12'-7" 120 M.P.H. 13'-3" 13'-S" 13'-10"
Room Roof Panel span ="W' as shown on drawings.
Note: To double span install 2" x 2" x 0.036" Extrusion at Midspan.
Lawrence E. Bennett, P.E.
avL ENGN:ER - DEVELOAENT CONSU.TANT
P.O. BOX 4388, SOUT1i DAYTONA, F1. 32121
TB.EPHONE (g()4) 7ff1-4774
FAX (804) 787-8558
SEAL
@ COPYRIGHT 1998 PAGE
NOT TO BE REPRODUCED ... WHOlE OR ... PART wmtOUT TtE WRTTEN PERMISSION OF LAWRENCE E. BENETT, P.E. 65