HomeMy WebLinkAbout93-3223
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit N C?
322313
Date ,-S --:- -r -7...s
G~-')
BUILDIN; , ,
Pmp'''V Own" ~ft ~
Job Address: .3 - (/ ~ ~ ~~
Parcell.D. # 8-- d-t-d-/ - 0/ ~ 0 - 0 00 G) D- O.tJ~ U
EL~.
PLU~,_ MECHA~"Sewer Conn
Water Conn:
Water Meter:
T,I.F.'s:
Zoning:
Description of Work
Energy Code:
L4,~~
Radon Gas:
NO OCCUPANCY BEFORE C.O.
FINAL b -
C.O.
3
DATE
Complete Plans, Specifications and Fee Must Accompany Application,
All work shall be performed in accordance with City Codes and Ordinances,
DATE
Permit Fee
Signalure /.
Company
Address
Telephone#
Inspector LJ
Valuation or
Contract Price
/ r f":s.-' Ob
/
City License Registration # h' J -+- Y'/
State Certified License#
t;'L~4fJ
Ftr. S---7-"Q3 ~ I (
Pre SLB
Lintel
FRM.
Insul. CL
WL
EL~
PLUM~-'
MECHA~
-
Breakers
Ducts Insl.
Compressor
Final
SLB
Tub Set
Water
Sewer
Final
Tp. Serv.
Rough In
Meter Can
Canst. Pole
Pool
Pre-Meter
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 ($15.00) shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
APPLICATION FOR PER1'IIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTl'lENT
APPLICANT I{EN WILEy'~{)'N51 MAoJ,r
ADDRESS 12ft BOEOL/NK sr (!~ys7/k: S,,%A)6S
OWNER A-fl...-rllui...t.. Jf4'Z..EL- J(15LyAJ
JOB LOCATION ~i 76f1 M1!3pnwuJVf.1)") LO;/'?
/NC~
PHONE ar/3' -'70-0 S Jlt
F 1:.2'
LOT S~EJ[LX Ilu i\RSA SQ. FT. ;;{~ OS
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL I.D.lF I~ - 2 b - '2 I 0/ fa - OOODo - 0 () sO
CAA..?oQ.T
WORK PROPOSED:____New Construction ~Addition ____Alteration ____Repair ____Install
rI-- c.. 0 Nc..,
_Sign/Temp. _Sign _~love ____Demolish
PROPOSED USE: ~Single Family
~M/F
____iF of LTni ts
, .____M / H
____Commercial
_Indust.
____Swim., Pool
Other
____Restaurant & Health Department Approval
C AI<...PD!<-T
WI 1.1H 1I C :]1 Zf'; :
2(
x I (
,p( IO'X5'::-
~
Square Feet,
266 f
& (1) SET ENERGY
FORHS.**
'1iJ 8XJS1i,)6
Height<;
RESIDENTIAL:
COM1'1ERCIAL :
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY
**COPY OF CONTRACT REQUIRED.
FOR.'1S . -I: *
l'ERMTTS REOUESTED
4-BUILDING
~?~
____~AL
----P~~
$
I~~S: ~b
Valuation of Total Construction
AMP Service
Florida Power Corp.
_H.R.E,C.
$
Valuation of Mechanical Installation
>
GAS
ROOFING
SPECIALTY
FINISHED FLOOR ELEVATIONS: FT.
AL-fA M / ftJtIJI/l 0 the r
t?-.
C-D/VC~
TYPE OF CONSTRUCTION: ____Block _Frame ____Steel
******************************************
CpNTRACTOR 0ECTION
mlT1.DER /{.. GN IA 1 ( L~(' .rJ,J ";, r Company !< &A) ",,-)LtC- ~ Y CLJ;u ~ /
Signature ~ A. '#. ;~~~\~~~~~e o:;eJ:'~;~~~; i;~n~~ ~ ~:~~f ~
"J._ ******** * * * * *..,1,1, * 1, * 1, ,', 1, ,', ,', ':: "..:..: " {: ,', ~'-:f;:; =: ~ i
ELECTRTCTAN Company
~ /" State Cert. or I\egis t. II
Si!!nature ~ City License I\egistr;:ltion II
, , ******************************************
Signature
~//Jr
Company
State Cert. or Regist. ~
City License Registration II
******************************************
PLUMBER
MECHANICAL
:
Company
State Cert. or Regist. 0
City License Registration #
******************************************
Signature
;Jlk
,J/A-
/
Signature
Company
State Cert. or Regist~ 0
City License Registration 0
DTHER
******************************************
PER~I1T OFFICER.
APPLICATION APPROVED BY
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
Th~ ,und~rsign~d und~rstands that this permit may be subject to "deed restricti~ns. which ~ay be oore restr,ictive than City
regulations. The undersigned assu~I!S nsponsibilitf;forcollpliancl! with any applicable deed restrictions.
.
"
B. UNLICENSED, CONTRACTORS ANt> CONTRACTOR RESPONSIBILITIES
\ , .
If the owner has hired a contractor or contractors to undl!rtake wor~{'they may bl! re~u'ired tu bl! licensed in accordanc~ with
~tate and local regulatiuns. If the con~ractor is not licensed, as ,required by law, bc,th the C'llner and contractor flay b~
cihd for a misdemeanor violation under sta.tlt laM., If the OKnl!r c"r intendl!d contractc.,-api unc;ertain as tu, what liceT)sing
r~Quire.ents lay apply fc.r the in-tended wo~k,. they are advised to cc~ntad the Ci ty (,f Zephyrhi lIs ~ui Iding\ Depdrtaent', (813)
788-6611.
Furthermore, if the owner has hired a contractor or contract~rs, he is advised tu have the contract~r(s) sign portions uf the
"Contractor Sections' of this application for" wkith they will be respons~ble.. If you, as the ~wner sign as the c~ntractor,
you areindicatinq that you, rather than the contractor, are resp~nsible for the w~rk. If the ~ontrilctor wishes y~u to sign
as contrach.r that lay be an indicatic,n that he is not prcoperly Hcen'sed and is not entitled tc. permitting privileges in the
City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D.
CONSTRUCTION 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 - HOJleowner's Protection
Guide" prepared by the Florida Departlent of Agriculture and Consumer Affairs. If the ~pplicant is soeeone other than the
"ollner", I certify that I have (.btained a, co'py of the above described dc,cument and prc.rr.ise in gc,od faith to deliver it to the
"oHner" prior to cOI~ence~ent.
:1',,:: '
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the infor~ation in this application is accurate and that all wor~ lIill be dene in co~pliance with all
applicable laws regulating construction, zoning, and land development.
Application is hereby ~ade to obtain a perait to'do MorK and install~tion as indicated. I certify that no work or
installation has cOlmenced prior to issuance of a perlit and that all work lIill be performed to roeet standards of all laws
regulating construction, City codes, zoning regulati&ns, anrl land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies ~ay apply'to the intended work, and that it is
ay responsibility to identify what actions I lust take to be in compliance. Such agencies include bill ~Ie nDt li~ited to:
. J.~ .>
I Departsent of Environ~ental ReQulation - Cypress Bayheads, Hetland Areas and Environmentally Sensi tive L3nds,
\later/Wastewater Treatment
I Southwest Florida \la'te~. ManaQe~ent District - Wells; Cypress Bayheads, Hetland ~reas, Al tering ~aterc'jurses
I Any Cc,rpsof EnQineers - Seawalls, DoCKS, Navigable Haterways
f Depart.ent of Health'L R~habilitative Services. Environmental Health Unit - Wells, Wastewater Treal~en~. Septic Tanks
f US Environmental Protection AQency - Asbestos abatement
I also certify that, if fill laterial is tD be used in FIMd Zc.ne "1\" c.r "I\,etc.', it is underst(,e,d U.,t a drainage plan
addressing a 'coapensating volule" will be subtitted which is prepared by a professional engineer fegi5t~led in the state of
Florid~ prio-r tn per~i"t)ssuance.
A perlit issued shall ~e construl!d to be a license to procl!l!d ~Iith the we,rk and nc,t ilS il\iH,c.rity tc, \'ico\"te, cancel alter, or
set aside a~y prc'YlS,i('~:~ 'of the tf!chnical cc.des, nor shall issuance of a permi t prevent the flUi Iding Official frc." thereafter
requiring a cc.rrection c.f 'errors in plans; construdit.n, (.f violations of any c(,de. Every per~it issll,~j "hall bece'le invalid
unless the wc.rk authc.rized by such permit is cC'lIl1enced within six Illonths (,f issuance, c,r if liC.1 k aul1,('\ lzcd by the perlit is
suspended or abandoned feor a period c.f six lonths after the ti.lll' the u()rk is (['Klmemed. One 9(; day e~\~;,5ioll of tiae, /lay be
allowed for the per~it with fee charge of $15.00. The extension shall be requested in writing to the 8uilding Official. An
approved inspectic,n I!>ust be lc,gged during each six lIlonth period, Of the prcoiect Iii 11 be considered abdl,dc,j,ed.
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 08TAI~ FINANCING, CONSULT WITH YOUR LENDER OR AN Al'TORNEY
BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER $2,500 IN VALUE
DO NOT N~ RtCORD ANDPDST A "NOTICE OF COM:;EMENr~. /;
SIGNATURE~~=:~R-AG-.J--,-~--;;&-~I.SI NATURE~-~~~,TO~R
A~;~1~/-tD8N/ /1',)(flf/-< '
DA TE_.LDdLt3t-L'l'l..3.- .. ____________ ATE _jtL _31-~'l1-?>.nnnnn--
NOTARY AS TO OTARY AS
OWNER OR AGENT CONTRACTOR
MY COMMISSI
MY COMMI
s____~~~~~----
~,.~~
:.tJa. 'fi
MELVIN JAMES MARSHALL
Notary Public. Stote of FIorldo
My Comm. Expires Sept, 3. \996
, No, "c<:;'225i60 . ,
00
'-."
MELVIN JAMES MARSHALL
Notclly P~. State of FlorldQ
My ~tflo Elipl,. Sept.3. 1996
Hi, gS &8760
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397 b?J 1V1E:4Pow WOOD L- DO P - z..e?/fe/2/f/LL.S rL,
lA-x ?-4I<u;:.L 13-26 -:2/ -01'1-0 - 00000- 0050
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KEN ~ ~EY CONSTRUCTION-MAINTENANC~ INC.
1214 Bobolink Crystal Springs Fl.
, 782-0546 /J '_)
. '~,'~, ~~~~AL~ ,SU~~I~~,EDT:;":[~~~'~~D 4:~E1:7~- DATE, Aft; i(
( CI TY, ~ ,fi u< !fIll' 1 <;, - PHONE, _ __ _ -2_ Jj _ J OB# / /.;? CJ
" -";-57'76 ~ IV1F/~POW L-<Jod P (d7)F
^e ~ereDY submit specifications and estimates for:
-j::y
5Q/{
/' A-{( PoRT
.
;:- - !.) /<
r; /)4'- As 'f?;:::!?, A71 ACI-/C:;p" [? ~~-~L(.II II;' {~
I
A L - (j M ( ;0' ('] ,"'" '3 ;-:?b~7 d,e F' () '::C;/ (-AJ F I ~\
7 () !? ~
(~I ill II--
.
-'[1
.
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r
rNh(^J~/,AJh ~
(),'I '\ (. /) .--,-;, __
, U 10.1 _ 1<....J::' -
UNDE>~
t-
T to ( 7-#-'
N( k~- /J i]<t) f0
/"',', '.\ \ "'-," /J r--r- ,-
, (-' /.J '- ^-- fL _/ +-
~-#A"L (
I'? c /--/ /?.r=~?=l'"/ ,(:r;;b FiJi: rAA)K S' ')
('05/ /?y e/TY
- r
AJ n T r=:c .'
.
PF/<lvfrT- /:1.7
accordance
/xx Dollars
A~~ material guaranteed to be as specified. All work to be completed In
a workmanlike ~a~ner according to, standard practices. 'Any alteration
~rom the specifications involving extra costs,will become an extra
charge over and above the estimate. All agreements contingent upon
strikes/accidents or delays beyond our control. Final payment due the
day of substantial completion/payed to the installer or authorized rep-
resentative. 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 of any suit concerning
shis proposal shall be in Pasco County, Florida. All accepted proposals
over $1/000.00 may require a Notice of Commencement in accordance with
Section 713.13 of the Florida Statues. The contractor carries all In-
surance required by Federal/State,county and City Statues/all other lia-
jilities shall be the responsibi~~y of the owner. This proposal sub-
Ject to acceptance within _-days and is void thereafter at the
option of the undersigned. p
(
_ ~/ JJ . ,({Lir/,
ACCEPTANCE OF PROPOSAL
~he above prices/specifications and conditions are hereby accepted.
You are authorized to do the work as specified. Payment will be
~ade as outlined above.
."-.CCEPTED: ')
".'. n, (()f'<' ( :5 a
? R 0 PER T Y DES C RIP T I ON: 1'5, - 2. 6 - .2/
~ '
. 'I , '
",' -- / /
SIGNATURE (d~L' ;/'o'<!{; .:.~
\--....(... J'
SIGNATUREX$2-Ji'-f':- ~~-,Jv~~,,\
!/ / i' ,1 J
- 0 I 'i-n ~ ()(')()()() Or-I C;-J
r----
TIUlLB l' PIAl, ROO' PIJI SPA~S POR SCIlEU OR VINYL Roo.'IS . CAJtPORTS
OPEl BUILDING SPAX USB 'A' . AS SHowN ON DRAWINGS RBAD SPAN BELOW
PAN SIZB PlAII~v~ srANS or PA~S vNDER LOADS AND 0, H, BPEClrllD
H!1tl!!!!!1tl !!Q!1H!I H!>@!>!!Q! 310,-HI4 OR H13
h~:1 n:! 2~2H ~Q Q...!:h 1 'o-:-ii-:- -3' -0: H,
9S ~H ., LOA>> II'. l' 11':- '" 11':-10"
110 ~H ., LOAD 10'. 3' 10'. S' 10'. 11'
DO ~H ., LOAD 9'. 8' 9'. II' 10'. 6'
h~:J n:J 2~Jm
9' /lPH ., LOAD II'. 9'
110 ~PH ., LOAD 10'. 9'
110 /U'H ., LOAD 10'. l'
W~! n:J 2~030
9' ~PH W, LOAD 11'- O'
110 ~PH W, LOAD 10'. II'
~'O ~PH ., LOAD 10'. 4'
h~:1 n:J 2~QH
U /lPH ., LOAl)
110 ~H ., LOAD
DO ~H ., LOAD
M~J n~J 2~Q!6
U /lPH ., LOAD
11 0 /'\PH ., LOAD
DO ~H ., LOAD
M:I n:J 2~Ql~
9' /lPH ., LOAD
110 ~H ., LOAD
DO ~H ., LOAD
hQ:J n:J 2~Q~6
U /lPH ., LOAD
110 /lPH W, LOAD
110 ~H ., LOAD
hQ:J H:J 2~Q~0
U ~PH W, LOAD
110 /lPH W, LOAD
DO ~H ., LOAD
3' 0, H
1)':- ii'
II'. 10'
11'- 4'
4' 0, H,
n ':- 9"
13' - II'
13'. P
...
11'. 11'
10 '. 11'
10'. 4'
14' - l'
1 J' - ,,"
11'- 11'
11'- P
II'. "
10'. II'
13'. ,.
11'- 3'
11'- 10'
l3 '- l'
II'. l'
10'. l'
14' - ~..
13' - 6'
13'. I'
Ii,. 6"
11'. 4'
11'. 9"
13'. 8'
11'. 6'
II'. II"
16'. 3"
_1 ,,~ ~,,--'J.....'}
IY-' 11'
14'- )"
13'. II'
13'. 3'
14'. 1"
13'- I'
11'. 4'
16'- ,.
14 '. 10'
14'. O'
16' - 4'
, 14 '. II'
14 '. 3'
l3 '-
11' -
II'.
14' - I'
13'. O'
11'- ,.
14'. 10'
I)'. 6'
13'- 10'
16 '. a'
13 '. 4'
14'- P
a'
a'
1"
13'-
n'.
11' -
,.
6'
O'
13 '- 9'
14 '- 9'
14 '. l'
la'. I'
16'. 10'
16'. l'
11'.
16 '.
13'.
17'- a'
16' - 3'
1". 4'
l'
I'
4'
19'- 3"
17' - II'
11'. l'
l'
0'
l'
la'. 0'
16'. 6'
I". a'
14'. 10'
13'- 9'
13'- ,.
~'.7'
1 ..-
13'. 6
'17' - 3'
13'. II'
14 '. 10'
la'.
17 '.
16'.
19'. 10',
la'. I'
11'. l'
19 '. 11'
18'. ,.
11'. 3'
!1~~:J ~~~:!Q~Q.!:
U /lPH W, LOAD
110 /lPH ., LOAD
130 ~H ., LOAD
!1~!:1 ~~~:!Q...Ql4'
U ~H ., LOAD
110 /lPH W, LOAD
130 ~H W, LOAD
'W' PA^ILS
NO 0, H,---I'-O:-H.
Ii':. ii" Ii':- i"
II'. S' II'. ,.
10'. 10' 11'- 0'
14'. 0'
13 '. 9'
13'- I"
14'. l'
13'. 11'
11:'- 1-
10' .
18'.
17'.
l' 0, H,
Ii':- F
11'. I'
11'. 7'
14 '. 6'
13'. 4'
13'. 9'
,.
6'
1"
10'-
19'.
18'.
a'
0'
l'
11 '. .-
19' - 9'
18'. 11'
4' 0, H.
1":-10"
13'- 11'
13'. 6'
16'. I'
13' - O'
14 '. 6'
lOTI' l' ROOII PlAY BI INCLOSED WITH GLASS !1~Q2!~ !.~ lli! E1!T\1Y
----- If I~-8g~Q~~~Q~~-fH~!-r8!-8QQ!-f~~~ ~ ~g~!2I~ [S~
ItiI GLA~~ ~~ ~!>! 16~~g~...
!!Q!l>~ ~~!1tl!!~ ~!1Eg!!=E~! f~~g~~ ~!'Q~=~.~
PA. SIZI PlAII~vll srANS 0' PANS
h~:J U:J lL.QH ~Q Q...!:h 1:' Q~ !!...
U /lrH W, LOAD 16'." 16'. 6'
110 /lrH W, LOAD 14'. 10' 14'. P'
110 /lPH ., LOAD I". II' 14'. I'
h~:J U:J 2~Q.~
U ~rH W, LOAD 18'. II'
II 0 ~H W, LOAD 11 ' . 1 '
DO ~H ., LOAD 16'. I.
~:I U:J 2...Q~!1
9S IIPH ., LOAD
110 ~PH ., LOAD
110 ~rH ., LOAD
h~~J n:J 2~Q~~
U IIPH W, LOAD
110 ~PH W, LOAD
110 ~H W, LOAD
19'. O'
11'. ,.
16'. ,.
19'. 10
11'. 11
16'- 10.
19'. 11'
la'. 0'
11'. 0'
11 '. , II
19'. 6'
11'- ,.
11'. a'
19'. a'
18'. 6'
!1.:.~:J ~~~'IO~Q.!:
U IIPH W, LOAD
110 IIPH W, LOAD
110 ~H ., LOAD
!1~~:J ~~~:J2~Q~!'
U /lPH W, LOAD
II 0 III'H W, LOAD
130 ~H W, LOAD
... PANELS
NO 0, H,---I'-O:-ii.
11':- F 11':- F
1". 10' IS'. II'
IS'. 0' IS'. l'
3' 0, !l
H':-II'
11'. 11'
11' - ,.
13 '- 3'
I" - l'
13'. 6'
E~! t !LH~LH~
UNDER LOADS AND 0, H,
1: Q~!!~ l: Q... ~
16'- 10' 11'- 4'
1"- )' IS'- 10'
14'-" I". 0'
19' - 4'
11'. 6'
16 '. l'
30'. ,.
18 '- 3'
11'- )'
31'- II'
19'. 11'
18'. 10'
l' 0, K,
17 ':- F
16'- ,.
13'. 6'
19'. l'
11'. 6'
16'_ .,.
liO:--)~i'- 7'
11'. l' 11'- II'
16'- a' 11'. 0'
19'- 9'
18'. O'
11'- l'
10'. l'
18'. 9'
11'- 10'
1)'- 4'
20 '. '"
19 '. 3'
3' 0, H
Ii':- 4'
16'- 11'
u.t_ )-
10' - l'
la'. 6'
11'. l'
~ t,~ H~!!n Ql QHm!l>!H!~ IQ :!: ~! IQB~ ~~SfQ!!I !!.mh
mli !~ ~QQIj ~! ~I ~~2~QgQ !!TIl H~~~ !!'~QQH !~ lli! E~I\...'Y
1I a Sg~QM~~!m~ ~! TIll !!QQ! E!>l!~ ~! g~~IH I!!Qtl
TIll GLASS ~~ ~fl>! H~1!!...
SPBClrlED
4' 0, H,
Ii':- F
16'- 6'
I". II'
20' - , ~
la '- a'
11'- 10'
31'- 3'
19'. P
la'- 6'
"'. 11"
31'. 0'
19 '. II'
4' 0, K,
19':- I"
11'. a'
17'- 0'
10'- 9"
19' - l'
18 '- "
I~~~g !.~~l IIAI, ROOF PA~ SPANS fOR SCREEN OR VINYL ROOMS' CARPORTS
OPE~ BUILDING SPA. USB -A' . AS SHOWN O~ DRAWINGS READ SPA~ BELOW
PAN SIZB MAIIMUM SPANS OP PANS UNDER LOADS AND 0, K, SPECIFIED
~~~~!~!~~tl l>~~Q! ~!Q~=~~~ Q~ ~Q,l>~ ~!~ r!g~Q '~LQQQ E~!
3,D-I 13-1 0,026'
--9'-MPH-W,-LOA6~-~"---rs':-il-
11 0 ~I'H 1/, LOAD 11' - 3" 11 '.. )"
12 0 ~I'H w, LOAD 16 ' - ) " I 6 ' .. ~ '
),0"1 13'1 0,0)3-
--9'-~PH-W, -iOAO'----rr>-=o---w:-' 1-
110 MrH 1/, LOAD 19'.. 1" 19', 3.
120 ~PH W, LOAD 18'- 1- 18', 3-
3,0-1 12'1 0,036"
--95'lIpin, -iOAO'---E'-::-'"-'lF,-e"
110 ,MPH 1/, LOAD 19'- 8" 19'- 10"
130 ~PH 1/, LOAD 18'- 8' 18'- 9'
),0'1 12'1 0,040'
--95-~PH-W,-iOA6-
110~I'H., LOAD
120 MI'H 1/. LOAD
19'-
17'-
16'-
9'
3 "
, -
30' - ~.
18', 11-
18'- I'
)'
7-
9'
19' -
la'-
11' -
21'-
19'-
1 a'-
)-
7"
7'
21' - 10-
30'- I-
19'- 1"
21' - II'
30'. I'
19'- I'
n'-
30'-
19' -
22'- '"
30'- 9-
19' - 10-
,-
7"
7"
2~O-;
21' - )..
20'- ,..
34' - 0'
"'- 0"
20'- 10-
34' - l'
'" - 1-
20'- 11-
" ' - ---..
3)' - '"
23'- .-
11,"1 l.S'IO,038'
--i'-MPii-w~-iOAD'-
110 /U'H W, LOAD
120 MPH 1/. LOAD
12,"12,S'IO,O)4'
--9'-MpH-w:-ioAD'-
110 ~rH 1/, lOAD
120 ~rH 1/, lOAD
"1/" PANELS
NO 0, H,---I'-5:-ii,
1":-)" 1":- 4"
13'- II' 1"- 0'
13'- 3' 1)'- 4'
34 '-
32' -
21' -
l' 0, H,
15':' 9"
14'- S'
13', 9'
6'
4"
3 '
34' - ID'
22'- 9-
31' - 8'
..' 0, H,
17':- i"
16'- 0-
IS'- ,-
17'- 0'
!j'- 6'"
14'- a'
11' - l'
1~'- a'
1"'- 10'
la'- 10"
'" - ,..
16'- 9-
'.......
-
11'. 6'
16'- 0'
1"- 3'
" 0, H
16':' ii-
IS'- 3'
1.'- 6-
18'- 0'
16'- 1"
IS' - II'
TABLE 3: MAl, ROOF BEAM SPANS :ATTACHED CARPORTS 606) T-6 ALLOY
h_n - Alvlll~UI1 UTRU310N3
oEM SlZI POR SPAN, LON ORA.ING USB 'A' . 1/ + O,H, OR .....
)", )'.0,01" TILT BEM !lA/1PLS: 'A'. 1'. 3'. 9' SEB 9' .IOTH .".
iiIDTH-",F--iiA[ini.-ii:/130 MPH w. L, 9' ~PH W, L, 110 IIpH W, L.
" 8'- 0' 9'- ,. 8'- S'
6' 1'- 4' 8'- " 1'- a'
7' 6'- 9' 1'- 10' 1'- I'
8' 6'- 4' 7'- 4' 6'- a-
9' g~EH S'- II' 6'- 10' 6'. )'
10' ,': '8~ 6': -6~ ,': II"
11' S'- ,- 6'- "S. "- a'
11' "- 2' "- 11' "- ,.
2". 4",0,0'" TILT BEM
---,,-------------'9':--9;------------11':--3.--------10':-).-
6' 8'- 11" 10'- )' 9'. S'
7' 8'- 3" 9'- 6' a'- a-
8' 7'- 9- 8'- II' 8'- 3'
9' 1'- )' a'- )' 1'. a'
lO' 6'- 11" 8'- 0" 7'- 3"
II' 6'- l' 1'- 7' 6'. II'
13' 6'- )' 1'- 3' 6'. a'
2'~ 4'~ 0,120' 3.11,8,
---,,-------------ii<:-io.------------i40:-io;-------I)':--a"
6' 11'- a' 13'- 6' 11'-'"
7' 10'- 10" 12'- 6" 11'-'-
8' 10'- 1- 11'- 8" 10'. 8"
9' 9'- 6' 11'- 0" 10'. I'
10' 9'- 0- 10'- ,.. 9'- 6'
11' 8'- 7' 10'- 0- 9', I'
12' a'- 3' 9'. 6' a'- 8'
2", ''', 1,'''- S,/1,8,
---5 ,------- -- ----15>:- i ;-- ------i' ':-- ii' ------- i 67:'-0'
6' 13'- 10" 16'- 0- 14'. 7"
l' 11'- 10" 14'- 10- 13'- 6-
a' 12'- 0" 13'- 10' 11'- l'
9' 11'- l" 13'- 0- 11'- II"
10' 10'- B- 12'- I" 11'- 9-
II' 10'- ).. 11'- 10' 10'- 9'
12' 9'- 9' II', 3- 10'. 4'
2",6', 0.1)'" S,/1,8,
'--,,-------------170:-10'------------20':--6.-------18':--9"
6' 16'- 6' 18'- 9- 11'- 1-
l' I)', 0- 11'- 4' IS'- 10'
&' 10'- I" 16'- 3' 10'- 10.
9' 13'- 3- 15'- 4- 14'- 0-
10' 12'- ,.. 14'- 6' 13'.)'
11' 11'. 0" 1J'- 10" 12'- a-
12' II'" 6- 13'-)' 13'. I'
J", 7", 0,1)0" S,/1,8,
'--,,-------------i90:--6'------------22':--6.-------20':--'.
6' 11', 10- 20'- 1" 18'- '9"
l' 16'- 6- 19'- I- 17',~"
8' 1)'- '" 17'- 10" 16'- 3'
9' 14'- 6" 16'- 10- 1"- 4"
10' 13'- 9" 1"- II" 14'- 6-
II' 13'- 2" I~'- 2" 13'- 10'
12' 11'- 7" 14'- 6" 13'. 3'
l", 8'" 0,230- 3./1,8,
---5'---~---'----260:--~.--.---------)O':--6.-------27':-Ii~
6' H'- 2" 21'- 11- B'- S'
7' )1'- 4" "'- 10' 13'. ,.
a' 20'- 11- 14:- 1- "'- 0'
9' 19'- 8" 21'- 9' 20'. 9'
10' 18'- 8" 21'- 7' 19'- a'
II' 17'- 10" 20'- 7" 18'- 9'
13' 17'- I' 19'- 8- 18'. O'
l", 9", 0,224" S,/1,8.
---,,-------------280:--8.---------'--))':--I'-------i8':--9"
6' 26'- 2" lO'-)- 21'- 1',
l' H'- J" 28'- 0" 1"- l'
8' 21'" 8" 26'- 3' 2)'. II'
9' 21', 4" 14'- 8" 22'- 6"
10' 20'. ).. 2l'-'" 21 '- 4'
11' 19'- 4" 21'- 0" 30'-'"
12' 18'. 6- 21'" 4' 19'- 6'
LAWRENCE
CIVIL ENGINEER
PO Box 4368
Phone no:
E.
TABLI 3: SCHEDULB OP
8EAifsiil------- --
2'1 )'1 0,0" TilT
2'1 4'1 O,OS' TILT
1'1 "I 0,120' 5118
1'1 5'10,154' S/1B
1'1 6'1 0,1)5' 5/18
1'1 1'1 0,130' S/1B
1'1 a'l 0.234' 5115
1'1 9'1 0,114' S~B
THRU 80LTS REQUIPED
--j-oi'~U-BOLfs--
1/4' 1 d + In-
2
1
1
1
3
)
4
4
POST TO BEAM SIZB . , OF
-MiNIMUIl---- ---- . - --
roST S lZB
"I J'I 0,06' Scolloped
"I 3'1 0,06'
"I "1 0,06'
"I )'1 0,06'
3'1 3'1 0,093
)'1 3"1 0,093
3'1 3'1 0.115
"I 3'1 0,11)
I~tl!! !: PIAl, ROOF AREA POI ATTACHEO CARPOH POST
FOR ALLO.IUlL'1 RO(lr AREA USE 'AJl::A' . S I (./2 + O,H,)
EXAMPLE: .5". l' I W. ll', . O.H. .. l'
'AIlEA' . '6 sr
/1Al1/1UM ALLOWAalE ROOF AREA POR VARIOUS ALU/lINv/1 POST IN SF
POST nn
3'~ ",0.060' SCALLOPED' DESIGN LOADS AND WIND VELOCITY lCADS
POst-HGt------POst-~i-,--.A[i6N----95-MPH- --ITO-MPH---~20-MPH
[i'-IO'. --i:,60- - -'i~- -518-- --'a2-- --41)--
12'. D' ',)31 366 3" 196 2'4
IJ'- O' 3,311 161 1/4 118 1'3
l;~~~-2~~~~~OffiME~500-------667----~'ii--------4'6--
a'- O' 1,'01 310 '94 '1, )'2
9'- 0' ',926 196 39' )39 .al
10'- O' ',Ias 1'9 )., 28a 246
11'. O' 3,704 la' "'6 206 116
~~:~ij~Q~:-~~~i80______,29-------9,l-------_oiO-------69.--
11'. 0' 7,99, .00 '33 '44 3al
13'- 0' ',"00 110 360 300 3~7
~~~i~ Q.:.!1}:-f%~r4g~AM~--972------i196-------IOeO--------9l6--
13'. O' 14,400 120 960 aoo 686
I)'. O' 10,080 '04 611 '60 .eo
~i~~i! ~11:_il~f9~~l>^~-riIO------i'4ii----~4,,__--~241-
la'. O' 16,490 al' 1099 916 1a,
30'- O' 10,610 534 1/1 '9) S08
, ALLOY 606) T-6
~ AL[oi liH m
TA8LB ,: ISOLATED FOOTINOS
~iiMUa.R06!-6S~ foi'CARPORT POST ~L !~Q~~I~Q fOOTINO
--- --Foi-BEiow- LISTED 'I~D VEiOCITY UPLIfT LOADS
fOOTING TYPE' SIZE --- ~~-BE~ ,----- '1lQ BrH----- ---!1Q-~H---
POURED-COHCRETB----
1'=OOi I':O"i'I' -0- 19
1'-4'1 1'-4'1 1'-6' 86
1'-6'1 1'-6'1 1'-0' 16)
1'-a'l 1'-8-1 1'-0' 181
I'-a-I I'.a-I 1'-6" 21S
2'-0'1 3'-0'1 1'-6" )46
1'-6'1 1'-6"1 ,'-6" ..63
PRB-CAST SLA8 ./ 80' SACK-CRETE ON TOP
1'.4'1 1'-4'1 3'-O'ITO SLAal 117
"
71
136
136
139
'3&a
386
21
61
116
IH
196
2S7
311
91
56
~
r~
,(/)
,
M
(')
NOTE' All ,pons ond Copocities ore based on wors!
case of uplift loods due to WM vele-cltles,
92-00018
AlL [NFO"~ATl()N ANO VETAI1-S CONH1NlO ON THIS DR^"I~G IS THE
PROPERTY OF LAWRENCE E, BE~~ETT AND MAY NOT BE REI'RODVCED/COPIEO,
OR USEO IN ANY MANNER WITHOUT HIS WRITTEN PEh/11SSION, 1,_FORMATION
13 NOT VALID WITIIOUT Mr. BENNETT'S SIGNATUPE AND E~OOSED SEAL DN
A MASTER FilE CO~Y BELONGING TO THE I'E"SON USING A CO~Y OF THIS,
BENt\JETT
8 DEVELOPMENT CONSULTANT
South Daytona I FI,32121-4368
(904) 253-9960
ACp:
DRAWN
LWB
SHEET
;:"",.'
FEB 1 8. 9?
2
2
OF
SEAL