HomeMy WebLinkAbout02-1426
BUILDING PERMIT
Permit N~
~
:<5' V
ELECTRICAL
CITY OF ZEPHYRHILLS
(813) 780-0020
IJ -,,yO
r-c?
PLUMBING
1426
(to t tfV
BUILDING
Date 5- ;29- O~
MECHANICAL
Sewer Conn
Water Conn:
Property Owner:
Job Address:
Parcell.D. ,
Zoning: ~~:e:g: C.o~e()
Descriotion of Work ~~ ~
t:!cf;.(Y ~AJ~f~/V ir1/
Water Meter:
T.I.F.'s:
+ki}~'
p~
NO OCCUPANCY BEFORE C.O.
FINAL
-0 Z-
DATE
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
~\? - J8'.~ -,~~
r-'J A 1f'.Cte.J tiR~.F/
#-I() 6 . ;25/
ELECTRICAL PLUMBING MECHANICAL
Permit E
~igna re
Company
Address
>>Iephone#
Inspector
~
Valuation or
Contract Price
1'7, 3S3'ero
City license Registration #
State Certified license#
Ch'lA P ~~ t~
BUILDING
bird
Ft/ J 9 -12 - D L. f2l if
Pre SLB \/ ~ - ('2 -0 2.j?t.i1
lintel
FRM.
Insul. CL
WL
SLB I'''~t ;;~c2 ,!LLf
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compre
Final
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of twenty-five and 00/100 Dollars ($25.00) 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.
CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DEPARTMENT 5335 8th STREET ZBPHYRHILLS, FL 33540
PhoneI813-780-0020 Fax: 813-780-0021 9-7- 0 L.
DATE RBCBIVJlID !/
PLANS REVIBW FBB
OWNER'S NAME
bo..v\d
t De.\oY'es Qc...\\
..v 0< -t'n \Ct K e 'D '(' '\ \J e..
PHONE CONTACT
JOB SITE ADDRESS tDSL\ t.()
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
S ,\U€V' Oc. ~
PARCEL ID # 03 - .,:)u - ).. \ - 0 \ S D - DLf)Ob - 0 ).,LDD
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: 0 NEW CONSTRUCTION
o ADDITION
o ALTERATION
o REPAIR
~ INSTALL
Os IGN
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
o COMMERCIAL
0# OF UNITS
~SWIMMING POOL
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
-:r:: y'\ (A ro lA~ ~ 1 h-e V'"C1 \ n sS \)00\
\ \
DMULTI-FAMILY
o MOBILE HOME
o INDUSTRIAL
o OTHER
DESCRIPTION OF WORK
BUILDING SIZE
SQUARE FOOTAGE
HEIGHT
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REQUESTED
o BUILDING
$-D ,'~S3.DO
I
VALUATION OF TOTAL CONSTRUCTION
o ELECTRICAL
AMP SERVICE
o FLORIDA POWER
o W.R.E.C.
o PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAO YES 0 NO
BUILD.. ~ a COMPANY C'1D.uJl ,~\=to\<:,
STATE CERT OR REGIST # - (."
SIGNATURE . ..~~...~.9........~~~~.~~:~~::~~:.:~:~~~:.~tJs/.4
:::::::1~ k- 0- ~
COMPANY 'FE- 6 E \ ee-.trl'L
STATE CERT OR REGIST #
CITY PROCESSING # \ t){~
******************************************************************
PLUMBBR
COMPANY ~IC~H:U D (),JL{'~~ pi) cO
STATE CERT OR REGIST # ~~- b~51.S1
CITY PROCESSING # '').S\j7J
SIGNATURE
MECHANICAL
***********************************************
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHBR
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
********************************.*****A**************************
CONDITIONS OF PERMIT AFFIDAVIT
A. ~OTICE OF DEED RESTRICTIONS
, The undersigned understands that this permit may be subject to "deed restrictions" which
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accordance with state and local regulat~ons. 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, 813-788-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the "Contraetor SectionsH 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 indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the "owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the "owner" prior to commencement.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone "A" or "A,etc.", it is
understood that a drainage plan addressing a "compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permdt issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced, One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT".
rO ~fJ --A. C~ 2j)
SIGNATURE: OWNER OR AGENT
STATE OF FLORIDA fJ ~
COUNTY OF ,___
The foregoing in~ent w~acknOWledg~8ou
Before me this Q - day of~, ~_
by
(name of person acknowledged)
Dwho is personally known to me, or
o who has produced j)L l{f I{.()O -/(P I ~4-? -/& (- 6
(type of identification)
and, whoD did ~ not take an oath.
fJA/u X I CRA_i<1ff~"
Signature of person taking :~~~t~~t
]) II /1 11. . ~My commilllOll CC85U41
It V / D - L- L.L .>> tM"ifel.~1It 17. ~
'Name typed, print~d or sta ~ d
,<;(J(H~Qo\)elA\\eld GstcJ T~le \)cr1s
SIGNATURE: CONTRACTOR
p~
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was ack~~led~~~~
Before me this J.~ day of /tv j'v ( , ~ ~
by
(name of person acknowledged)
~ho is personally known to me, or
Owho has produced~~
,~~tion)
and who DdC~ ,D)~~""fi'.~h
~ ~ lkdcU-d!~
Signature of person taking acknowledgment
~i(,hAI'-D \)~ \A\.'iFJd
Name typed, printed or stamped
State of
Fl 0((,\ OA
County of
11111I11111111111111111111111111111111111111111111111111111I
2002120208
Yet S~
NOTICE OF COMMENCEMENT
TUB tmOERSIGNED hereby gives notice that improvement will be made to c3rtain
real property, an~ in.accord~nce ~ith .Chapt~r 713, Florida Statutes, the
following infor~at1on 1S prov1ded 1n th18 Not1ce of Commencement:
1. Oescr iption of Property: Parcel No. 03 -)lD - 2. \ - 0\ Sb- DbDDb- 0 :l.\oD
(Legal description of the property and street address if available)
General Description of Improvement ~ lA-.;> ~(Y'.I(Y'\ I-V\~ V 00\
}
2 .
3 .
O\vner Information: Name \\Jet. U I d
llddress lo5<-iCQ U()(~~\c.V-C 'Dr.; City
~ fje. \ cCe<:.
, J
7~~~\t~l1i\',\ \s
1
CC\\J_
State J=L 3~~ I
Interest in Property:
Name of Fee Simple Titleholder:
(If other th~n owner)
Rcpt: 608267
DS: 0.00
08/05/02
Rec: 6.00
IT: 0.00
Dpty Clerk
Address
I'
I
City
State
5 .
Contractor: Name COlLA \ 'r '>\~ Y(")O\~
Address C;C12 S \=--\- \( \1'-[." QJ CityC-l~-r\'L.{ \(\\1 \ \ S State ~ 33S'{b
) )
Surety: Name ~~ ~t fJ \: A a I/Y\ X-;1,- s., IA (l&c- 'yl( e
Address U:"'-'l \ SLI L.,->. City ?e"(1.A--\(~! " State t:'"L ~?FII/
Amount of Bond: S 5 J DOO ~i90~~~T"AN",. P7ASCO COUNTY CLERK
2 0~.2~m 1 of 1
Lender: Name OR BK 502 I PG 839
~R
6.
Address
City
State
7 .
Persons within the State of Florida designated by Owner upon whcm
notices or other documents may ~bc served as provided by Section
713.13(1)(a)(7), Florida Statutes:'
N.nmc
Address.
City
State
8. In addition to himscl f, Owner designates
o~ .,. ., to receive a copy of the
L~enor s Not~ce as prov~ded 1n Section 713.13(1)(b), Florida Statutes.
lJ .
(':xplrnf.J,'m dl'lte at NCJt.lce at Canlmencement. (t.he exp!.cat.!c.n d~te is 1 yeCir
fr?m the ~~tc~of rucording unlessta different date is specified.)
Signature of Owner: I,r()~ J4 Cn. Q ()
( ~
s=~~ to and subscribed-before me this c1 - day of ~~
~ I
Not"ry Public: dJ..4Jt-.a- ~ ~~
My C:>:n',OIj 55 ion Expires: 'X'~ '7/0 3
'~ ~~:~~:::7c.~.1
PC93053D48 l\ '.."..'./ Exp\resAugust 17. 2003
'{-i, L (!. 'to 0 - Iff I -'-(7 - ! (; 1'- it)
'"-
PROPOSAL
Coral Isle Pools
5925 Fort King Road
Zephyrhills. F1 33540
(813) 782-7508
De1afteld Construction
General Const. 8. Plumbing
PL ##002356 GeL #000609
Pro Submitted To:
Date: 7/18/02
Phone Numbers
Home: 783-7659 Work:
Name:
Mr. David Call
Street:
6546 North Lake Drive
Fax:
City:
Ze h hills
State. Zip:
FL. 33541
We hereby submit specifications and estimates for installation of 10 x 20 Fiesta fiberglass
pool, including all filtering equipment a light, an automatic pool cleaner and 4' of decking
all around with acrylic finish.
Pool PrIce
Screen room with 2 doors
Additional Acrylic topping on existing patio
Safety Barrier Fence 27 linear <<
$13,295.00
2,997.00
636.00
425.00
17,353.00
Other OptloDJI:
Heat Pump 2,995.00
Gas Heater 1,795.00
(if choosing gas heater owner is reapcmsible for propane and tank)
..x Water provided by owner
..x $200.00 Allowance for Electrical Hookups (Any e1ectrical over and above paid by owner)
Any materia1a and labor not included in this agreement will be extra. All decking is inataIlecl according to Building Codes any craclas
shall not be c:cmatrwld sa defective wcir1t'onAn.hip or materiala. Guarantee null and void if not paid in run within 10 days after waU:r is in.
Owner is responsible for lawyer fee. and court coats if it becomes oeceuary to collect ~ monies left awing on Pool Contract. Any extra
dirt is at the expense of the customer, sa well sa water problems and aecpagc. This contract does not cover other safety requirements by
Coun1;y or State Agencies, i.e., barriers, alanna, etc.
We hereby propose to fumiah labor and materials - complete in accordance with the above specifications. for the sum of:
Seventeen thousand three hunclred fifty three dollars and no cents ($) With ~t to be made 88 follows:
$1,000.00 upon 8igrling of contract lat draw or 65% $ 10.629.45 upon commencement of work 2D4 draw of$ 5.423.55
upon deck being poured and balance of $300.00 upon COJQplction.
Buyer bas the right to cancel this acreement/propoeal by mailinc a notice to the seller. The notice must say that you do not want the
goods or semces and must be mailed before IIlidniPt the third buainou ~ after you aicn thia propoee1.
All material is guaranteed to be sa apecified. All work to be completed in a work,...nliw. manner accordiDc to standard practices. Any
alteration or deviation from above apecific:ationa involving extra coat will be executed ~ upon written orden, and will become an extra
charge over and above the eatimate. AD asreemeots contiDgent upon atrikea, accidents or deJay. beyond our control. This propoaal
.u""", to """"""'" ........ - .... .... ;...... ........... at tho option "'tho """"U) / I
Au--~~".,.jrJJ~, V
AcceDtaDce of PIoDoAl
The above prices. specifications and conditions are hereby accepted. You are authorized to do the work as
specified. Payment will be made as outlined above. . '"'~. - ....
Accepted: Signature Jo'LI ~
Date: 7 1.30/ Od- signatureL~ fl~
'I I
08;05/2002 14:58 FAX 81~ 715 D82~
ZEPHr"RHILLS OP" CTR
~ Florida Power
,\ '__fo."" c,,,,,,.,,,,
August 5., 2002
Conl Isle Pools
5925 Ft. King Rd
ZephyrhiJls, Florida .13540
SUBJECT: PROPOSED SP A/SWlM'l\' NG POOL CONSTRUCTION AT:
LOT 26- SILVER OAKS UBDlVIS10N
6546 NORTH LAKE DR
ZEPHYRHILLS, FLORD ~
Thank you for notifying us '.If your propose swimming pool cons:mcrion at the above
location,
The pool proposed for constru:tion at the al )ve address does not confI. ct with any
underground or overhead facilL ies of FIoric Power, provided that the po~'l is installed in
the location shown on the attact.,~d site plan >rovided to us by the pool contlJctor
Please call Sunshine State One Ca n of Fiori a (1-800-432-4770) a minimum of 43 hours
before you dig.
If you have any questions or require.. ny ad, tional information, please call our office at
(813) 783-6944
Sincerely,
FLORIDA POWER
~J~'
Stephen F. Bunner
Service Coordinator
Distribution Engineering
SFB/mw
J545J t".",) :"".
l~f;h'i(h:n:i, F~ 33541
!4J 001
08/05:2002 14:~8 FAX S13 715 0824
~~/~l/L~~L _(:j~ ~1~/7943~3
........., ~~ ......
-.,~ ..
'. ...........
~~ q.
""~
.. .... .'lo _
~ '0, .~
~ '."~--'"
. .
. It
· . t# ~
~ ~ "
.
..
Q
.i
~C")
a::...J
Qu.
r;; -
.- (I)
X:;:;
~:.c
u...~
>-
It)JiZ
Ni
~N
~
'- ~
() 0
~ ~
oJ ~
..J -:-:
~ '"
0+--'
IS ""
2---
--
.:'S$.
:7 \
\.t'~
.>
ZEPHYRHILLS OPS eTR
CORAL ISLE
~~
,S ~j
~!; ~.
..);!
c;o
~ I ~
l- I
0 , ~
I
...
'll
~ i ~
--
...~
.. ,.
~
~i
I
>>
I
. ]
~
,'Q
...
--
,...... -.." ... i...
..", ,..... ... ".
. ..-'1
-- .. - ... ~ .---
,
~t;j
~:~Zi
~'''l
~fl~f ~ ~2
~ 1- <! ~&l~
IWi~1 ~~~
-all!" j
glllla)
~~ .i
~
. .Ii
8 J~~
~~!...i
.....'"
I =C;.'lr'l
l::i~;I;
[4: 0 (12-
PAGE 0'
trnu '-.. ~I!
0i~"1'
t .: ;11
:f '-'
dl~l~
~tD
I ~ ..
~ I ~.
'"
r\. 1"i. '1i'~
./f-< ~
.
I
t
'"e I . . LAKE DRiVE
ill' ., NORtt'\ ~~
I" , if I!: ,1ot'~:J:;...~
I , l~ s...,....,..~
II lip _-J~'
\U hI ~ ~ IS
ii' (91, a~ ~ · .......I!
i', I ~ __.J~ - ..... ~
I I. I ~ .....
I' li~li
, ~ll~!
\ \~ 1\11 . ~
1;1 !lI;11 .-
I~ i- ~
'I ~~! ~
II ~
} ~ C III
I-
:. J 1 ~
. J:
· 1
j .
l~.~
~ t
"
..
.
tJIJ' ...... ff/'f-
,.. .upMft "..,.
~
~
\
l
i
~RIS-
,~
- - . - . - - -,- - . - .
'" "l ~~
I l~
I ~
1--,-
~
I
.1
~
_r
116 ,. r
i~e
T.) ~
bb ~!
nt
~~
I.
~ 1
!)' \
.~e::'" r
'/
__ ).\0'1':> --
5~
~
,
,
,
,
,
,
...
'"
...
...
,
...
,
'"
'"
~..
~q,.
~..
.. ..........
............
~~ ......:..:~-
~
f
~
[
~
~
-4--
q
~
J:
~~
~
..J
I
~
~
IUU I f!: I R
eH11 ~ i:~ I
i C~j a. ",'
f Si J,l,
A .
fill! I
fir
.rll ..
n
!~jl: I Ifil! I !:! I
'I. I I ellll i i~ f
..1 I - , s~j ,~
n Ai
i:
"
~ ~~~m~
PJ ~ ~~~I~ r
~ iP~.. ~
~ d!il~~
;:0 lfI~~~~
8 ~ ~ ~ ~:~~~
~ ~ ~ rT1 ~!"'~~
Q ~ ~ ~ ffit",iil
~ ~~ ~!~i~
iif if;!
Q "
6 -<
i~i~
~~
o
"
"\
'"
'" ", N
'" ~
.l: ,
, 0:
"\
":
"n
~~N
0. li:
~e .
I
~ "'
,.,
~-f
too
,"
"\
..
,"
"\
; : ill "Ii II. i; I ~; i ; ~ IS~ ~x~ ,;;~ "i ii~ i
J i A~II~.S U r ! J · " Ii III ,~!lli,Il$' s
; ~ li~ ~~~I il !,! ,!! ~Il I' i:I; if; lIt .
f i l'l,c i! I a ,. ~ ; 1, !i'g iU
! I ~:! ~i J~ I ,'; i a 'fa lJ $ ~~ Iii
~ III %.i: 'I%~ ~ f . i ~ I ~ . ~ill,. ~~l;i.,
~! ~~ d~ !a , lEI e o-iU ;,. /lit
i e 13 ;al U I ~ I !i :h. ~i~ Si!
!I !'! II I I -j Il j!:i 'I' IiI
)>
I
~
'll&:jiiia! I
ll~i!m! !
.. .. .
~t..~ ~
.~l,~ ~
:::I. ~
~ ~;
~ *~
N
~.
I~ x, us ~ ~ I
i Iv ~~I f ~ i
· "a Hi 'J.
I :: IIJ t ! .
I. jl II. II
, ~; f!l i !
x n 'I!' f S
i lit J~8 ~ ~
~!3 .. J~ ~ r
,a rl..~ ' ';)
I~ hili ~ i
::l~ ~M 'I
i F
.i:
g ~i
P
"t'
~
~
..:t'......::"t~u
~8' -..~. ~"8
~~
.
I~i~ U~ is ~
;31 ;=IR f. I
:i, .;1 if i
Ih -, u ~ "-
if i ~i
1M - it II
'I; ~: i
- r~ i ~
- :;! II ~~/
d: ii i
.!<~ !~
rr
i!Un:i: !I
i:tiiii;f .
~j~ !~~2
8"~ .!.
,. i
i rl
'N E E:ti
~~J~
flf'! I Iff' J !i I m
'I. , 111:111,~ ..
.,f i . '" 1
n -.. ..~ . ~
~-f
1I1N'lIUlI 8"
U~ S
~n '
"'~ 5 ~
;n~ ~ i
· il~~
:2i; ~ji
~U "' i
':l, ~~s:l
~ ~o
-
~
~
I
PETTIT FIBERGLASS POOLS
6651 INDUSTRIAL AVENUE, SUITE B
PORT RICHEY, FLORIDA 34668
TEL 727-847-7665
FAX 727-845-7665
i
~
I
~.
"
,"
~
,
.:f..
1
I~c
~lfI~"
~... Z
~~ 8
"' ~
..,
J..) ~ It.):q
,,;0
;p~~~
1;", ..,
g~~
"-
~
~
;;l
..,
~Ilii~
S~\
i!~! ~
~J~e
Ii
I~
i~~l:I ~ ~
;J! ~ ~
;D~ rri:-
i Ii ~;;j
m
~
'-
::n
-
!: II , ,
"\ "1
~lt
a"
yl(
~ ~~
, If It! I
e:
IIU: J
, .1
IIII! I
'. ,
~Ji .'
In
J-~
I
r-~I
,
~
.
~
~~
.
r
~J
\.
t~
-.
m @
~ ~
:t> . ~""
~ I
!0-
j
i
- ._~.. .
II! ~
I ,
~ ~
...
"!
~
~
,"
e:
'III! I Ifll! I J~ i I
Ii." I IIIII I S~ I
.11 . . I III ~~
~ I A
..
,"
a.
..
,"
e:
N c..
~.,,)>
oS;:3:
Ci" m
~hjl~
- -. 0" "'0
......?aZm
CA)l1tDCZ
q>,os::s.n
(,.)cectDm
~Oi~!Bz
<<>In ...&. G>
(X) a f\>z
- Nm
Ol...&.m
~""':D
...
,"
..,
~ ~~I:~ r
~ '~:i ';:
;0 lfllil~~
('5 ill-j!Ol
- (';
< ~i~ ~
~ g!Fljiil
.i~li~
:;; iJi~1II e~~
- ;1:1 !~;~
~~ I~i~
1IINIIIUIoI S" f
I~I
~j !~
~!a "!II
..
~~ S~
.!ar~
~ ~
~ i:!
J
1:1'
., I-f
't ! ~ ~~ 1:"
! ~, 4lij~
1 .. -n I Jitl
~ BI IIII
hI
!ifJ .
Q~S~
~~~~
~~~~
\~~l
~'n
o >~
\\i~
; : ili '1Ij IBi I; I P; i ; "'I'" ~~,. 'I;'" "i ~r I
J i j'lt!: h I" ! J -,' ."U Ilfl,I, /I~' 8
; pi; lia il 'I ! ~ , ! ! iilll: ild i!i '"
I, !: 1!~1 Ii J iI q d'i :'.'/I!' III ~J5
:,. ~~ ~~l a! J ! ~. r I dj. ;11 :~!
II :1 !Il II I I ! ,I !nill ~lll!
!i !lj II I I I" ,: iJ:i 'f! Iii
IIJI!fiii&1 I I~ i, .., ~ ~ I taji IIi i~ ~
It:~mlll ! Hill" i I ill ~II · I
I :: "I t ~ . I if .;1 iI i
~ ".. J f jl U.'I Iii -,:' ~
JI~:l :l
. ~, ~
:l. . S .; n; i ! III !lli
~ ;j ! I '1 'III '1 IIi !: :
.:! i Ii Il:!!
aJ S i, .I~ . !
:!. .1, ., .
J , Ii i:i ~ : :1, I g
J ! J ~
i fo d; il i
~...t O"'~"''''_'''& ~ Ii
.;' ~"~ri:~
01;: I Ii - I-
I
III
;fl
g
rr
12ir;:I! !j
1::":I:j ~I
:~~ (i:
F .
..
.
~
~
-
~
t
I
~Ij~
ib!
B~fl~
-Jl~~
J!
15
~ PI
~
PETTIT FIBERGLASS POOLS
ji!!:! Si ~
iJI ~ ~
;2l~ n:I r
i ,i ~;d
--.. m
~
6651' INDUSTRIAL AVENUE, SUITE B
PORT RICHEY, FLORIDA 34668
TEL 727-847-7665
FAX 727-845-7665
i
~
~
j
i I
c...
;:0
,.
~ -
~I ii -.
I
J 0,
!~ I E
10,. .
~
0, I
tUft I ":
I~~ I I
elU) I ~Io, I
I ~~ . ja-
M _r:
~l I 410,
... ~ UU! I ...
": ~
Ujl~ I I
:: ilfl~ i ~
...
II~ I I "!. i Iii
~ff I .. r
~
n fill! I
Ii. S I
, ~If I ..
"\
---. n
'~~ .'
;.
-
II
~I
t~
I
00.
...
":
ll-
- - - -
N N N N
~~-=-:
I\) ~.
~!1);
o s;: ff::
Q.GJ:o' ~:~
.....cs:u ~.
'-J :J '< m -i
I\) (1) fg. G) =-6
'-J Q. o' -~1
:-. s' .., Z "'-1
,,- (1) I.
~II(DCZ
,r-o~(f)
W (D-
~~~mm :
0> 0> < :n ,.
CO ro ... G.
c:oal\)Z
- I\)
O1...m
O>'-Jm ~
... JJ
J;~
I t
'~..
~
,
~
'I
~
~i
~
...
"
'" ~
.... ~(')...
I !il...
~ ?~f
::
r
:'1
~
"!.
I
~
!~ll! I I~II! Ii!;' e
II~ , I ~III; i i~~ -
.If ~ - i I~~ ~~
n Al
...
'"
"
".
~ 1~lm~
o ~;l!"'l" r
(J) lSJ;;'"
lJ "rn'" .
8 ~ ~ ~ 2~!il~~
tr1 ~ :;0 ~~~j:l1Q
~ ~:2 0 ~~: I:~
~ ~. 0 < ~i';:;~~
"t1 ::i ~ ~ Si ~!~e;!i
\% ~ ~ ~ ii~~;
\Y' (') ~ ~;Al!ll!l
i~ r= ~~~a
o ~ ~~~a
~ -<: F- i'~
\\\\ ""
I
r- ~--;
...
,"
e;
; = X~I II Ii ~~i i~ ~ P; i ; - ts- ~X~ ~;:- ~'i ~i~ i
J i I~I ~I;E ~~~ _I ~ ! ~ · Illsi Ih J~J Ifl !l~1 ~
1111: ;iiI !J J: ! i j ! J IiI II} JJ;j jJi Ju
! / !n!!1 Ii I if <l i if: :d:!/Ilhl!
~ ~ Xx g l ail i i ~. t AI Il~i~ ;;i ':~~
1 \ J,\ ~\\ l\ i \ \ 1\ 1i ~~l}\ ~1~ ll~
!i !'Il! I I I -, II Hi -hi!
UINIWUU 8-
pg~ -
~~Q~ ~
~~~o
:~~~ ~
",Mr:. ~
~~f~
;;l IJ
'"
~
~
,.,
,.,
M~~
~d
~l\
~
~
,Jr---- -; ~
I
'115!UUiJ , i~ ~; u, ~ ~ I lai: IIx Is ~
. i II ij~ I i 1111 illi · I
I!I!~!!!!III a.. Ui J lif -II II ..
~ :: "! t ! . " i I
ig ~ ~ ~ j I jl nIl j In · u .
; ~~ ~
. . -II; !!i i ! if l 9J
~ ~!. ! h if Ii
x ~i "lr! XI i Ii ~! i
p ~ III J::.>!
~; · ia ~ r
':- I i c.~ I ::. .Ij 'I '
~ ,i >>;1 ~ ~ ~a. ~ ~
. f i I .
i F d: ~I i
~fll~:~~~:::;:f X ~i
'8 ~~ ~.l! i i
~.!. 1$
-
I
rrt
~;:
:!>i
~8Ui~~I~ II
I~~ I~~~;a lS~
~~!~~~~I~ ~M
at lll~~ ~
"'I ~~;lj
:!>~~ E 3!f
a,~ I ~~
~ i
~
~
]I
~
f&~
ia~
zi~
~i'I~
c~-
~~~
~~
i~
m @ ~ . i ~ i PETTIT FIBERGLASS POOLS
~ ~
.. 2
)> l ~ 6651 INDUSTRIAL AVENUE, SUITE B
r
. 1.
w ! ~ PORT RICHEY, FLORIDA 34668
!'< TEL 727-847-7665
I F!\X 727-845-7665
Co.-
;::0
i
~
~
~
r
I~~
~lJl ~:S
n2~
r..l~ NQ
~~ ~~
I'i... ,.,
.0~~
"
~
1;11
I~I,
6 r~
,; a~~ 8
9~ l::6~P
r~ !d!
Ii UI;
~ifl
- '
1~~5 50 ~
~18 (") C
el m ;!; -0
2" ~-fr-
.... ;:!I m.
~ I ("), -f
~ 3'i -f;::O
'" m
1?J
"
. . :. (. ~.7tJ.. &(1 J--.; d:2:':qJ-/49-
.-. ./I~ ___ __ ..
~
c <:;vUi:\;~_ r::LiL (tiiLs
o )<fb )JcYL.fil lif-(l.tL })(2 .
..
'0 !&
-=. JIlI!!!T ~-~
.- ...au.... --- ~
..
C1J&:IlIl~ f~"I!FJ. .
..
..
... /1/ ..;>01 -
. 3)-~
....
.
-- t /10. 00
. tJ[ft ....
. ..-- ,,0
L~_
. . - s z~~c
>.
.. rJ!vt.
t. N I ()
,
Tl11'J..
. J
~.
. . ~e)# '~~
/ -"
----...
------"
-
..
I
/
~
{
/
~
~ D/
\ i;)
"""Iv
(u~
L-.
~
~
~
~
\..,
f'
9X-<
9fr t
.....
~
\
~
I'
::'J
~
\..
t"
/
~
~
~ )JJ.- c/;
/~ f; ./
K-~~
,
~f
~
rL
,..
~
~
~t
~
~
~-~
~ .
~
.~
\j
'\
~ ~
~ ~
~ ~
~ ~ ~
. ~ \()
'S.
"-
'"
-
.....
" ~
-."d
t4
J
"'-
~\
~
~
~
"::E
~
s
I ALUMINUM
IMARK I
EXTRUSIONS
1. D.
CHART
I 'vIT 1FT I AREA I 'vi ALL t \-FLGE t I
STRUCTURAL ITEMS DESCRIBED
ALLOY
DESCRIPTION
(A) b(2 OPEN BACK 0,276 0,230 0,044 0,044 6063-T6
(B) bc3 OPEN BACK 0,384 0.320 0,050 0.050 6063-T6
(C) 3x2 PATIO BEAM 0.681 0,579 0,050 0.050 6063-T6
(D> 2x2 PATIO BEAM 0,518 0,441 0.044 0,044 6063-T6
(D 3x2 SNAP BEAM 0.542 0,461 0,041 0.041 6063-T6
(F) 2x3 PATIO BEAM 0.681 0.579 0,050 0.050 6063-T6
(G) 2x3 SNAP BEAM 0,680 0.578 0.045 0,045 6063-T6
(H) 2x4 PATIO BEAM 0.799 0.679 0.050 0,050 6063-T6
(l) 2x4 SNAP BEAM 0,786 0,668 0,045 0,045 6063-T6
(J) 2x4 5MB 1.008 0.857 0.044 0.135 6063-T6
(K) 2x5 5MB 1,092 0,952 0,050 0,135 6063-T6
(l) 2x6 5MB 1.342 1.141 0.054 0.135 6063-T6
(M) 2x7 5MB 1.515 1,288 0,057 0,135 6063-T6
(N) 2x8 5MB 2,147 1.826 0.072 0,224 6063-T6
(0) 2x9 5MB 2,317 1.970 0.072 0,224 6063-T6
(P) 2xl0 5MB 3,504 3,028 0,092 0,389 6063-T6
(Q) 3x2 POST BEAM 0,800 0,680 0,070 0.070 6063-T6
(AU> 3x3 SCALLOPED TUBE 0,596 0,507 ,044-.078 .044-,078 6063-T6
(AV) 3x3-0.093 TUBE 1.256 1.068 0,093 0,093 6063-T6
(A'J) 3x3-0,125 TUBE 1.691 1.438 0,125 0,125 6063-T6
(AX) 4x4-0.125 TUBE 2,279 1.938 0.125 0,125 6063-T6
(AY) 4x4-0,250 TUBE 4,41 3.75 0.250 0,250 6061-T6
(AI> 6x6-0,125 TUBE 3.46 2,94 0,125 0.125 6063-T6
,
1 i
;1 !
1'1. i
I, I
~i:ll...
. I
l\
t!
ANGLES DESCRIBED
(AA> 2x2x.125 ANGLE 0,569 0.484 0,125 0,125 6063-T6
(AB) 2x2x.093 ANGLE 0,427 0,363 0,093 0.093 6063-T6
(AC) lxlx,062 ANGLE 0.141 0.120 0,062 0.062 6063-T6
(AD> 1x2x.062 ANGLE 0.214 0.182 0,062 0,062 6063-T6
(AD lx3x,110 ANGLE 0.323 0,275 0.110 0,110 6063-T6
RECEIVING CHANNELS DESCRIBED
(CA> l,5x2,125x,062 0.362 0,308 0,062 0,062 6063-T6
(CB) 1.5x3.125x,062 0,438 0,372 0.062 0,062 6063-T6
(CC) 1.75x3.23x,110 0,834 0.710 0.110 0,110 6063-T6
(CD> . 2x4.125x,125 1.157 0,984. 0.125 0,125 6063-T6
SUPER GUTTERS DESCRIBED
(GA> 4'x4' EXTRUDED 1.270 1.080 0,070 0,070 6063-T6
(GB) 4'x5' EXTRUDED 1.358 1.155 0,075 0.075 6063-T6
(GC) 4'x7' EXTRUDED 2,342 2,012 0,100 0.100 6063-T5
NOTE. THESE EXTRUSIONS ARE AN 'OVERVIEw" or "HAT IS READILY AVAILABLE L DOES NOT
HID CONSTITUTE A COMPLETE LISTING or "HAT IS AVAILABLE.
ALUlllNUII STRUCTURZS ItUSTKR PLAN
g; IE. @ COPYRIGHT AI. KNCJMD:RtNG, me, 2002
AI- ENGINEERING, INe. F\.ORIOA UCENSE 17<<1
3871 TAM1AMI TRAIL. SUITE E
PORT CHARLOTtE. F\. 33952
PHONE: (941) 627-4901
FAX: (941) 624-2382
PAGE 38 OF 266
II
--
II
II
I
J
I
I
I
I
I
.
IBEAM TO BEAM CONNECTION DETAILS I
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
BTBt
3871 TAWIA&.l1 TRAIL. SUITE E
PORT QiARLOTlE. F1. J311112
PHONE: (1141) 1127-4901
FAX: (1141) 12+-2382
.
SPACING BETVEEN SCREVS SHALL NOT BE LESS THAN 3d,
HINIHUH DISTANCE FROH SCREV TO EDGE OF HEHBER SHALL NOT BE LESS THAN D,S".
GUSSET THICKNESS HUST BE GREATER DR EQUAL TO VALL THICKNESS OF BEAM,
TOTAL''''
FASTENERs TO
BEAIorI COUPlETE
SIZE CONNECTlON "0" "b"
2x4 SHB 20 - lID SHS N/A N/A
2x6 SHB
2x6 SHB
2x7 SHB
2x8 SHB
2x9 SHB
2xl0 SHB
20 - lID SHS N/A N/A
26 - 110 SHS N/A N/A
28 - 110 SHS N/A N/A
36 - IUD SHS N/A N/A
44 - 110 SHS N/A N/A
46 - 110 SHS N/A N/A
22 SCEVS
PER SPLICE
DET AIL €) (44 TOTAl)
DETAIL SHOWN AS 2x9 5MB, OTHER BEAMS ARE SIMIlAR,
TOTALfOF DISTANCE FASTENER FASTENER DISTANCE
FASTENERS TO
BEAIorI COWPlETE FROW VERTlCAL HORIZONTAL FROIrrl
SIZE CONNECllON "0" "b" SPLICE SPACING SPACING EDGE
2x4 PB 16 - 110 SHS B.7S" J" 1,5" 0,57' 2,28' D,S'
2x4 SB 20 - IUD SHS 8.75' J" D,S' 0,57" 2,5' D,S'
2x4 SHB 24 - IUD SHS 8.75' J' 1,5' 0.S7" 1.41' D,S'
2xS SHB 24 - lID SHS 8.75' 4,2S" 1.5' 1.71' 1.41" D,S"
2x6 SHB 28 - lID SHS 9' 4,7S' 1,5' 1.14' 1.14' 0.5'
2x7 SHB J2 - 110 SHS 9' 4.75' 1.5' 1.14" 1.14" D,S"
2x8 5MB 40 - lID SMS 12' S.2S' I.S' 1.14' 1,14' D,S'
2x9 5MB 48 - IUD SMS 12' S.2S' 1,5" 1.14' 1.14' D,S"
2xl0 5MB S6 - 110 SMS 12" 6,25' I,S' 1.14' 1.14' I'
o .00 0
o 0 0 0 00. 0
. .~~~O.
- .......
EXTERIOR GUSSET PLATE
DETAIL @
DETAIL SHOWN AS 2x9 5MB, OTHER BEAMS ARE SIMILAR.
~ .u.UJaNUII STRUCTUR8S JUST~R PUN
EJliDURIlfi. DC @ COPYBIGHT M. D'CDfBRlNC. me, 2002
AI.. ENGINEERING, INe. F1.ORIDA UCENSE 17441
PAGE 45 OF 266
I PURLIN/BEAM TO BEAM CONN.
DETAILS I
rtP. SUB OR SNAP BEAU
I
W
DETAIL 0
UINIUUU 1" CENTER-TO-CENTER SCREW SPACING
UINIUUU 1/2" EDGE DISTANCE
8" x ,062 RECEIVING CHANNE rtP,
(SECONDARY)
PURUN/BEAU
o
o
o
(SECONDARY)
PURUN/BEAM
2 x 4 5MB. sa OR PB
2 x 5 5MB
2 x 6 5MB
2 . 1 SMa
2 x 8 5MB
2 x 9 5MB
2 x 10 5MB
112 SMS INTO
PRIMARY BEAM
(BOlli SIDES)
4
4
5
e
7
8
8
SEE SCHEDULE FOR FASTENERS
DETAIL @
o SMS EACH SIDE
SE1~2m.1/BEAt.A
J
J
4
IS
5
6
1
rtP. 5MB
DETAIL @
NOTE: IllUSlRA TED AS 2x4 5MB SECONDARY
PURUN / BEAM
(1) - 110 SMS OR (2) - IS SMS
INTO EACH SIDE OF PURUN
UINIUUM 1" CENTER-TO-CENTER SCREW SPACING
UINIUUM 1/2" EDGE DISTANCE FOR 112 SMS ar: 1" EDGE DISTANCE FOR 110 SMS
rtP. SUB OR SNAP BEAM
DETAIL @
rtP. 5MB OR SNAP BEAt.A
PBC
NOTES: UINIMUM ,~ ~NTER TO CENTER SCREW SPACING.
t.AINIUUIoA 1/2 CENTER TO CENTER DISTANCE FROt.A SCREEN TO EDGE OF t.AEIoABER,
3871 TAWIAUt TRAIL. sum: E
PORT CHARLOTTE. Fl 331152
PHONE: (1141) 827-41101
FAX: (1141) 824-2382
~ M.UJIlNUJI STRUCTrlBZS JaSTER PUN
~ 9I&IIZIN.1NC. @ COPYRIGHT .AI. ENGINBDIlfG. ore, 2002
At ENGINEERING. 1Ne. flORIDA UCEHSE 11441
PAGE 49 01' 266
,
- i
i I
i
i
;
Iii
-'j
I ~~.j:
~-1)
)~
I ~!_.f.ji
IIi
l,.i
i :\11
Ii
'(,I
Iii
;1
:1
1/
~
ROOf BEAM "" ~ ~~CIHG ROOf BEAM "'-
~G/rvlr )1~ /' .., ~""" '"
r.~K ~ /lW 7= r\ - i~ ~ ~1ww
-LJ... '\~~/ rn_ /1 1 RIXE)~.rcr\~g~ J=
:::1l / (~I ~ 1)1> ~
=--r:.::.: .- ~ _I
I ~~~ I I ~~~,
GABLE MANSARD ~,
DETAIL 0 DETAIL @ .~~ACING
SPACING
3'.().
4'.()"
5'.().
8'.()"
7'.().
8'.()"
9':.0.
.....",..'"
~'.
4'.0-
5'.()"
8'.()"
7'.()"
, 8'.()"
9'.()"
srCT3'
3871 TAWIAWI TRAIL. SUITE E
PORT QiARLOTTE. Fl 3J1l152
PHONE: (1141) 827-4901
FAX: (1141) 824-2382
FOR
(D)
2x2 PB
9.40
8.50
7.90
7.40
7.00
6.70
6.40
..<,Dkll
940
8.50
7.90
740
7.00
6.70
8.40
SIDE WALL COLUMN
SCREEN WALL/SCREEN
ROOF
NON - LOAD BEARING WALLS
~~
· CABlE BRACING TO BE INSTAlliD FOR EAOl 9' (OR FRACTICll lHEREOF) IF \f:RTICAl WAlL HEIGHT
MAXIMUM COLUMN HEIGHT
IN DECIMAL FEET
SCREEN WAlLS. SCREEN ROOF
WIND LOADS UP TO 130 MPH.EXPOSURE C
DEFLECTION LJ80 SPAN<:I2'
DEFLECTION U160 SPAN >12'
'i
SIDE WAlL COLUMN CHART FOR USE IN CONJUNCTION WITH 2x2x.o.w PB PURlIN
(E) (F) (G) (H) (I) (J) (K) (L) (M) (N) (0) (P)
3x2 PB 2x3PB 2x3SB 2><4 PB 2><4 SB 2><4SMB 2><5 5MB 2x6 8MB 2><7 5MB 2><8 5MB 2x9 5MB 2xl0 5MB
11.10 13.20 14.30 16.60 17.40 ~40 2230 24.00 24.00 2400 24.00 24.00
10.10 12.00 13.00 15.20 15.90 17.70 20.30 24.00 24.00 24.00 24.00 2400
9.30 11.10 12.00 14.10 14.80 1850 1900 22.30 2400 24.00 24.00 24.00
8.80 10.50 11.30 13.20 13.90 15.80 17.90 21.10 23.80 24.00 24.00 24.00
830 9.90 10.70 12.80 1320 14.80 17.00 20.10 22.80 24.00 24.00 24.00
7.90 9.50 10.30 12.00 12.80 14.10 16.30 19.30 21.70 24.00 24.00 24.00
760 9.10 9.90 11.50 12.10 13.60 15.80 18.60 20.90 24.00 24.00 24.00
INTERPOLATION BETWEEN VAlUES IS PERMISSIBLE.
VAlUES IN DECIMAL FEET.
SIDE WAlL COLUMN CHART FOR USE IN CONJUNCTION WITH 2><3x.05O PB PURlIN
;'eft)
~.
;~j
~
,
r
..~E~. ..!r~.
11.10 13.20
10.10 1200
9.30 11.10
880 10.50
8.30 9.90
7.90 9.50
7.60 9.10
..\Gk.
14-:30
13.00
12.00
11.30
10.70
1030
9.90
...~Hk. .S~II I "4(-:1MII ..nMB I .....(~MB
16.60 17.40 19.40 22.30 24.00
15.20 15.90 17.70 20.30 24.00
14.10 14.80 16.50 1900 22.30
13.20 13.90 15.60 1790 21.10
12.60 1320 14.80 17 00 20.10
1200 12.80 14.10 1630 19.30
11.50 12.10 13.60 1580 18.60
INTERPOLATION BETWEEN VAlUES IS PERMISSIBLE.
VAlUES IN DECIMAL f'EET.
MUL TlPL Y THE COLUMN HEIGHTS BY THE FOLLOWING FACTORS TO GET AlLOWABLE HEIGHTS FOR DIFFERENT WINDSPEEDS
WIND SPEED FACTOR
140 095
120 1.05
110 1.10
NOTE: COLUMN HEIGHT MAY NOT BE EXTENDED FROM A VAlUE LESS THAN 12 FEET TO A VAlUE GREATER THAN 12 FEET
THROUGH THE USE OF A MULTiPliCATION FACTOR DUE TO THE CODE SPECIFIED CHANGE IN DEflECTION LIMITS.
2A~~B "~~B .J~MB
24.00 24.00 24.00
24.00 24.00 2400
24.00 24.00 24.00
2380 2400 24.00
2280 2400 24.00
21.70 2400 24.00
2090 2400 24.00
2><1g'~B
2400
24.00
24.00
24.00
24.00
24.00
24.00
~ J.LUlUNUJI STRUCTURlS JU.STZR PUN
~ EJIlWBIIt6.IHC. @) COPYIUGHT M. ENGIHDRING, mc, 2002
At. ENGINEERING, INC. flORIDA UCENSE 174-41
PAGE 51 OF 288
I CHAIR RAIL CONNECTIONSl
2x PB. SNAP OR
5MB COLUMN
2x SNAP OR
5MB COLUMN
2x2x.062
RECEIVING
CHANNEL
2x PI. SNAP OR
5MB COLUMN
2x PD. SNAP OR
5MB CHAIR RAIL
INTERIOR fASTENIN
(04) 110x 1 112" SMS
INTO SCRE....BOSSES
EACH SIDE
I.S"x2.12S"X.062"
INTERIOR "U" RECEIVING
CHANNEL ..../(4) 110x3/4" SMS
2x2 PI
CHAIR RAIL
EXTERIOR
CHAIR RAIL
CONNECTION
INTERIOR
CHAIR RAIL
CONNECTION
HIDDEN
CHAIR RAIL
CONNECTION
DET AIL @)
DET AIL @
DET AIL @
2x2x,062
RECEIVIN
CHANNEL
DBL 2"x 5MB
INTERIOR fASTENIN
(4) 110x 1 112" SMS
INTO SCRE....BOSSES
EACH SIDE
DBL 2"x 5MB
2x PB. SNAP OR
5MB CHAIR RAIL
l.S"x2,12S"X,062"
INTERIOR "U"
RECEIVING CHANNEL
..../(4) 110x3/4" SMS
2)(2 PB DR
2)(3 PB
CHAIR RAIL
(4) 110x3/4"SMS
EXTERIOR
CHAIR RAIL
CONNECTION
HIDDEN
CHAIR RAIL
CONNECTION
DETAIL @
INTERIOR
CHAIR RAIL
CONNECTION
DET AIL @
DETAIL @
CRCD
3871 TMtAMt TRAR.. SUITE E
PrRT tHARLDTTE. Fl. 33952
PI-IlNE, (9041> &27-4901
fAX. (941) 624-2382
~ ALUJIDfUJI STRUCTURES JlASRR PLAN
r.I ENIiIIDIIIG, INC. @ COPYRICHT & DCDfDRINC, me. 2002
AI.. ENGINEERING. INe. Fl.DRIDA UCENSE 17441 .
PAGE 52 OF 266
...
II
.
III
.
II
II
II
II
,
,
I
J
l2x3 PB POST/COLUMN TO CONCRETE DETAILS \
DETAIL 0
2')(3')(,050' PB COLUMN
NOTCH COLUMN FOR BASE PLATE
SCREEN
2')(2')(,125' ANGLE EACH SIDE
2 EACH 114 )(3/4' SMS EACH SIDE
1.)(2.)(,0..... OB BASE PLATE <TYP,) (SPACED l' O.C. MINIMUM)
3/8' PO~ERS ~EDGE BOLT CONCRETE ANCHOR
THRU ANGLE (3 1/2' MIN, EMBEDMENT>
2500 P.S.I. CONC.
~ JI
4 4 .,
~ 4 4
~ ~. .~
.d'
.. - -4
~.A
SIDE VIEW
SCREE
~ 2')(3')(.050' PB COLUMN
\I (2) 114 )(3/4' SMS EACH SIDE
\I (SPACED l' O,C. MINIMUM)
1\
1\
2')(2')(,125' ANGLE
4 EACH 1/4' )( 1-112' lID S,M.S.
THRU BOTTOM PLATE INTO COLUMN
SCRE~ BOSSES
1/4' )( 2 1/2" CONCRETE ANCHOR
3/8" PO~ERS ~EDGE BOLT CONCRETE ANCHOR
1/2" EMBEDMENT>
O/B BASE PLATE (TYP,)
1 1/4" MIN, CONCRETE
. ANCHOR EMBEDMENT
'L\ . L\ ~
6"~MAX SPACING
MAX. 24' O/C
<1
2500 P.S.I, CONCRETE
L\
MAX SPACING--L
- 2..' O/C
~ NOTCH L
COLUMN
6' FOR
MAX. BASE
FRONT VIEW
NOTES. (1) ALL 1/4" CONCRETE ANCHORS TO BE PO~ERS PO~ER-BOL TS <OR EQUIVALENT>
(2) CONNECTION IS GOOD FOR 3.400 POUNDS OF UPLIFT. SPECIAL ENGINEERING IS REQUIRED
TO EXCEED 3."00 POUNDS.
(3) CONNECTION IS BASED ON 3' MINIMUM EDGE DlSTANCE AND LIMITATIONS OF SPACING
BET~EEN FASTENERS (MINIMUM 4' SPACING)
PCCD23
3871 THoll*' -mAIl. sum: E
PORT OiARLOTlE. FL 33952
PHONE: (941) 627-4901
FA)(: (941) 824-2J82
~ ALUJlJ:NUII STRUCTUR8S IlASUR PLAN
_IIBIIIIIG. IE. @ COPYRIGHT AI. D'GIMURlNG. INC. 2002
AL ENGINEERING, INC. nORlo... UCENSE 17441
PAGE 54 OF 266
.
.
.
I
-
I
I
I
t
1
I POST/COLUMN TO CONCRETE DETAILS I
DETAIL 0
2'x2'x.125' ANGLE EACH SIDE
OF COLUMN IJITH 112xJ/4' SMS
SPACED A MINIMUM OF I' O,C.
(SEE SECONDARY ANGLE SCHEDULE)
2'x4' SB, 2'x4' 5MB OR 2'x5' 5MB COLUMN
SCREEN
2'x2'x,125' ANGLE EACH SIDE
(2)-IU2x3/4' SMS EACH SIDE
(MIN, l' O,C, SPACING>
J/8' POIJERS IJEDGE BOLT CONC. ANCHOR
THRU ANGLE a. 1'x2' OB INTO CONCRETE EACH SIDE
(MIN, J.5' EMBEDMENT>
1'x2' DB BASE PLATE <TYP.)
J/8' POIJERS IJEDGE BOLT CONCRETE
ANCHOR THRU ANGLE INTO CONCRETE
A T AN EMBEDMENT OF 3,5' MINIMUM
(SEE SECONDARY ANGLE SCHEDULE)
~
A
A
<1
<1
J' MIN,
2 .. FROM
MIN. EDGE,
OF SLAB
· NOTE. DETAIL ILLUSTRATES TYPICAL ...
2'x4' 5MB COLUMN CONNECTION
I SIDE VIE\./ I
Cu
.
.
· NOTE. DETAIL ILLUSTRATES TYPICAL
2'x4' 5MB COLUMN CONNECTION
SB, 2'x4' 5MB DR 2'x5' 5MB COLUMN
(2)-112xJ/4' SMS EACH SIDE
(MIN, l' O.C, SPACING)
2'x2'x,125' ANGLE
SCREEN
(2)-1110x1-1I2' SMS
EACH SIDE
VJ/S' POIJERS IJEDGE BOLT CONC. ANCHOR
THRU ANGLE a. 1'x2' OB INTO CONCRETE
EACH SIDE (MIN. J,5' EMBEDMENT>
1'x2' OIB BASE PLATE (TYP,)
<1
~'1 1/4' MIN. CONCRETE
~ ANCHOR EMBEDMENT
L'MAX SPACING_
24' OIC
ITEI DETAIL ILLUSTRATES TYPICAL
2'x4' 5MB CONNECTION.
PRIMARY
2'x2'x,125' ANGLE
SECONDARY ANGlf: SCHEDULE
CONCRETE
SCREEN--......... ' ,~~"", as
",,' ,x
iu z ..
~ ...... ('I')
.'
"!'
TOTAL
11~(o4-
COlUt.AN
SIZE
St.AB OR
sa
2-. 4-
2-. 5-
TOTAL
CONCRElE
ANCHORS
. ' A
,.4:
(TYP,)
J/S' POIJERS VEDGE BOLT CONCRETE
ANC DR AT 3,5' MINIMUM EMBEDMENT
(2) 3/8-
2) 3 8-
.
l\J
~
SECONDARY
2'x2'x,125' ANGLE
(SEE SECONDARY ANGLE SCHEDULE)
NOTES, mALL 114' CONCRETE ANCHORS TO BE POIJERS POVER-BOL TS
112xJ/4' SMS (OR EQUIVALENT>
24' O.C: FOR 5MB (2) CONNECTION IS GOOD FOR 3,475 POUNDS (]f' UPLIFT.
SPECIAL ENGINEERING IS REQUIRED TO EXCEED 3,475 POUNDS,
(J) CONNECTION IS BASED ON J' MINIMUM EDGE DISTANCE
AND 2' SPACING OF FASTENERS,
! SMS TYP,
~ACED I l' O.C. MINIMUM)
~CDt
2'x4' SB. 2'x4' 5MB
DR 2'x5' 5MB COLUMN
I
VIE\./
TOP
'1 TAArlJAMl 'TRAIL. SUI1t: E
n a-tARLOTTE. Fl 33952
JNE: (941) 627-4901
k (I"') 114-I.a
...... .
~ .n.UJIlNUJ/ STRUCTU1I8S JUSTJR PUN
DGDIIIIIIIG. IIC. @ COPYRIGHT .u.. DfGIND:RDfG, INC. 2002
AL ENClND:RING, INC. P\.CIftIDA UClHR "....,
PAOli 158 01' 2ee
I'
TOP RAIL/PURLIN/COLUMN CONNECTION
SCREEN WALL/SCREEN ROOF
1.1II.....0~~. 01
2')(2')(.044'
SIDE....ALL
PURLlN
(4) 4110 SMS EA, SIDE: DF" PURL IN THRU
2-1/8')(2')(1/8' RECEIVING CHANNEL
CliO Ii'll TO 81: IPACED l' D.C. MIN,)
.062' REC.
CHANNEL ..../ (4)
lID SMS INTO
EDGE BEAM AND
COLUMN (BIJTH
SIDES)
110)(1-1/2' SMS
@ 24' D,C. AND
....ITHIN 6' EA.
SIDE Df
COLUMN
2')(3')(.050' PB COLUMN OR
2')(3')(.045' SB COLUMN
DET AIL @
2')(2')(.044' PB SIDE....ALL PURLlN
EDGE BEAM
(2) - lID SMS EA. SIDE Of PURLlN THRU
1 1/2')(2 1/8'xl/S' RECEIVING CHANNEL
NOTCH COLUMN TO fIT
PURLIN ANGLE
1')(2')(,044' O/B
..../ 2 lID )(3/4'
112 SMS THRU CHANNEL INTO 2')(2'
2')(3' SB COLUMN
lID )( 1 1/2' SMS @ 24' D.C.
AND ....ITHIN 6' EA, SIDE Of COLUMN
DETAIL @
I
i
,
I
\ ,
CPCO
~ ALUIIINUII STRUCTUBS lUSTER PLAN
BBIl:I:Il_. II:. @ COP1'RIGRT AI. DGIND:RING. INC. 2002
Al ENGINEERING, lNe. FtORlDA UCENSE 174-41
3871 TAMIAMI tRAIl.., sum: E
PORT a-IARLOTlE. Ft 33952
PHONE: (941) 827-4901
FAX: (941) 82.4-1382
PAGE 72 OF 266
III
111
-
.
-
II
I
I
I
I
I
I BEAM TO COLUMN CONNECTIONS 1
rASTENERS SHALL. BE PLACED A MINIMUM Of 1/2' rROM EDGE or BEAM AND A MINIMUM
SPACING AS PER THE CONNECTIONS BELOV rASTENERS SHALL NOT BE PLACED LESS THAN
3d APART. IF THESE SPACINGS CANNOT BE ACHIEVED. THEN GUSSET PLATES SHALL BE
INSTALLED OR AL ENGINEERING, INC. MUST RDiIEV AND PROVIDE APPROVAL.
2x2 INTERNALLY rASTENED
TO BEAM V I (2)
IIOxl 1/2' SMS
1110 SMS @ 24' O,C.
(8) IIOx3/4'
EACH SIDE
2'x3' PB
DETAIL ([)
ALUMINUM END CAP
(OPTIONAL>
InOxl 112' SMS
6' EACH SIDE OF
POST AND I!! 24'
D.C. MAX.
2x2 INTERNALLY rASTENED
TO BEAM V I (2)
1I10xl 1/2' SMS
110 SMS I!! 24' D.C.
DETAIL @
ALUMINUM END CAP
(OPTIONAL>
IlOxl 1/2' SMS
6' EACH SIDE OF
POST AND I!! 24'
O,C. MAX.
(2) IIl0xl' SMS
INTO SCREV BOSSES
OF lx2 OB
(13) 1I10x3/4' SMS
EACH SIDE
2x2 INTERNALLY FASTENED
TO BEAM V I (2)
1I10xl 1/2' SMS
1110 SMS l! 24' D.C.
. .
.
2 X 7
5MB
BTCCI
DETAIL <D
ALUMINUM END CAP
<OPTIONAL>
IIl0xl 1/2' SMS
6' EACH SIDE OF
POST AND I!! 24'
O,C. MAX,
(2) IIOxl' SMS
INTO SCREV BOSSES
OF b2 DB
(15) IIOx3/4' SMS
EACH SIDE
2x2 INTERNALLY rASTENED
TO BEAM V I (2)
'lOxl 1/2' SMS
(9) .10x3/4' SHS EACH
SIDE VI GUSSET PLATE
(MIN. THICKNESS EQUAL
TO OR GREATER THAN
POST THICKNESS)
1110 SMS l! 24' D.C.
ALUMINUM END CAP
<OPTIONAL>
IIl0xI 1/2' SMS
6' EACH SIDE Of
POST AND I!! 24'
O,C, MAX,
(2) #lOxl' SMS
INTO SCREV BOSSES
OF lx2 DB
2'x4' PB, SB OR 5MB
DETAIL @)
2x2 INTERNALLY fASTENED
TO BEAM V I (2)
#lOxl 1/2' SMS
#10 SMS I!! 24' O.C,
DETAIL @
ALUMINUM END CAP
(OPTIONAL>
'lOxl 1/2' SMS
6' EACH SIDE or
POST AND I!! 24'
D.C. MAX,
(2) #lOxl' SMS
INTO SCREV BOSSES
OF b2 DB
(14) #IOx3/4' SMS
EACH SIDE
2x2 INTERNALLY fASTENED
TO BEAM V I (2)
#lOxl 1/2' SMS
1110 SMS I!! 24' O.C.
. . 4B
4B .' 4B
2 X 8
5MB
DETAIL CD
3871 TANIANI TRAIl. sum: E
PORT OiARlOTTE. Fl 33952
PHONE: (941) 827-4901
FAX: (941) 112+-2382
~ M.UIIINUII STRUCTUIUS JaSTER PLAN
EMliKEJlItG, INC. @ COPYRIGHT AI. DGJMJD:RING. mc. 2002
AL ENGINEERING. INC. FlORIDA UCENSE 17441
ALUMINUM END CAP
(OPTIONAL>
#lOxl 112' SMS
6' EACH SIDE Of
POST AND @ 24'
[],C, MAX,
(2) #lOxl' SMS
INTO SCREV BOSSES
Of b2 DB
(17) #IOx3/4' SMS
EACH SIDE
PAGE 78 or 266
.
II
.
"
I
I
GUTTER
SCREEN
TO FASCIA DETAILS
WALL SCREEN ROOF
I
I
5
I
BEAM 4
IU4x3/4' SMS
...-/
I
...-/
...-/
I (REf. BEAM TO
GUTTER DETAILS)
DETAIL 0
I
I
2 CONTINUOUS ANGLE 1"x2" DB OR ....OOD ....EDGE
TO PLUMB GUT ER ....HEN REQUIRED
4', 5" DR 7" SUPERGUTTER
I
I
...-/
I
fASTEN fASCIA
RAfTER MIN, 2"
I
3/B"xB" LAG THRU SPACER fERRULE ! EACH BEAM
(fERRULE SHALL BE RIGID ALUMINUM DR PVC PIPE> 4
/"
I
...-/
I (REf, BEAM TO
GUTTER DETAILS)
DETAIL @
I
2
4', 5" OR 7" SUPERGUTTER
I
NOTEI
1,) AL ENGINEERING, INC, DOES NOT ....ARRANTEE DR GUARANTEE, EITHER EXPRESSLY DR IMPLIED, THE STRUCTURAL INTEGRITY [)f"
THE EXISTING STRUCTURE.
I 2,) CONTRACTOR SHALL VERIfY STRUCTURAL INTEGRITY Of HOST STRUCTURE.
I
3,) CALCULATIONS ARE BASED ON THE EXISTING STRUCTURE HAVING A 2' MAXIMUM OVERHANG ....ITH A MINIMUM lJf" 2x4 TRUSSES
SPACED 24" O,C.. SPECIAL ENGINEERING IS REQUIRED IN DRDER TO EXCEED THESE PARAMETERS.
4,) GUTTER MAY BE REVERSED USING SAME fASTENER PATTERNS,
5,) 0 DENOTES ORDER OF INST ALLA TION PROCEDURES.
8(;1
I
3871 TAMIAMI 'TRAlL. SUITE E
PORT CHARLOTTE. Fl 33952
PHONE: (1141) 827-4901
FAX: (1141) .Z+-2382
~ ~UMINUJI 8TRUCTUM8 JUSTZR PUN
Blil&Jllt6.I1:. @ COPYRIGHT .u. .DfGlNDRDfG, INe, 2002
At ENGINEERING, IHe. flORIDA UCENSE 11441
PAGE 85 OF :aee
I
BEAM TO GUTTER
SCREEN WALL/SCREEN
DETAILS
ROOF ONLY
II
.
I
I
I
I
-
SQ:" - ~
GUTTE" -_
.......... TO F, -
u~ TAILS ASCIi;'f
(4) .14x3' LAG
SCRE'WS 'WI 3/4'_
ST AINLESS STEEL
'WASHER I EACH
CLIP
i
I
I
I
I
--------1...
s -
Q: GU~r-_
DE:T AIlZ F" ASCIi;'f
(4) .14x3' LAG
SCRE'WS 'WI 3/4'_
ST AlNLESS STEEL
'WASHER I! EACH
CLIP
I
I
--- -I
----~
STRUCTURAL GUTTER
(2) 114x3/4' SMS INTO GUTTER
(1' MINIMUM SEPARATION)
SQ: ~-=--
TTtR TO - -
DE:TAIlS F"ASCIAT
(4) 114x3' LAG
SCRE'WS 'WI 3/4'"
STAINLESS STEEL
'WASHER I! EACH
CLIP
l.'....'
r\:
Ii
H
3,5')(,100' ALUMINUM ANGLE CLIP
(1) I! EACH BEAM LOCATION
STRUCTURAL GUTTER
NeTE'
s -
tt GUT~r-_
DtTAILZ F"ASClAt
(4) 114x3' LAG
SCRE'WS 'WI 3/4'" I
ST AINLESS STEEL I
'WASHER I! EACH
CLI!:... _ _ _ _ _ j
STRUCTURAL GUTTER
(4) .14x3/4' SMS INTO GUTTER
(1' MINIMUM SEPARATIDN)
DETAIL 0
2' 5MB (SEE ROOF BEAM SPAN CHARTS)
(4) 112x3/4' SMS EACH SIDE ~
(3) 'B SMS THRU CHANNEL INTO BEAM MAX 45'
2 1/B'x1 1/2'x,062' REC, CHANNEL
OPTIONAL BEAM CUT
3,5'x.100' ALUMINUM ANGLE CLIP
(1) I! EACH BEAM LOCA TIIlN
(4) 114 SMS 2' 5MB (SEE ROOF BEAM SPAN CHARTS)
l'x2' DB @
2'x2')(.093' ANGLE DETAIL B
(2) 112x1 112' SMS INTO OIB AND GUTTER
(4) 110x3/4' SMS INTO BEAM (EACH SIDE>
(2) 112x3/4' SMS EACH SIDE ~
(3) IB SMS THRU CHANNEL INTO BEAM MAX 45'
2 1/B'x1 1/2'x.062' REC, CHANNEL
OPTIONAL BEAM CUT
I
I
I
DETAIL @
I
2' 5MB (SEE ROOF BEAM SPAN CHART4)
2'x2' INTERNALLY FASTENED TO MAX, 45'
BEAM 'WITH (2) 110x1 1/2' SMS
(4) 112x3/4' SMS EACH SIDE
(4) tU4x3/4' SMS INTO GUTTER
(1' MINIMUM SEPARATION)
2 1/B'xl 1/2'x.062' REC. CHANNEL
I
3.5'x,100' ALUMINUM ANGLE CLIP
(1) I! EACH BEAM LOCATIDN
(4) 114 SMS
DETAIL @
2' 5MB (SEE ROOF BEAM SPAN CHARTS)
DOOR JAMB INTERNALLY FASTENED TO
BEAM 'WITH (2) 110x1 1/2' SMS 4
(4) 112x3/4' SMS EACH SIDE
(4) 114)(3/4' SMS INTO GUTTER MAX. 45'
U' MINIMUM SEPARATION)
2 1/B'x1 1/2')(.062' RECEIVING CHANNEL
1.) AL ENGINEERING, INC. DOES NOT 'WARRANTEE qR GUARANTEE. EITHER EXPRESSLY DR IMPLIED, THE STRUCTURAL INTEGRITY OF
THE EXISTING STRUCTURE.
2,) CONTRACTOR SHALL VERIFY STRUCTURAL INTEGRITY OF HOST STRUCTURE,
3.) CALCULATIONS ARE BASED ON THE EXISTING STRUCTURE HAVING A 2' MAX. OVERHANG 'WITH A MINIMUM DF 2)(4 TRUSSES
SPACED 24' O,C.. TO EXCEED THESE PARAMETERS SPECIAL ENGINEERING IS REQUIRED.
BTC
3871 TANIANI TRAIL. sum: E
PORT a-lARLOTlE. FL 33952
PHONE: (941) 827-4901
fAX: (941) 824-2382
~ ALUMINUM STRUCTURlS IlASTZR PLAN
D<<iiIfiRItG.INC. @ COPYRIGHT AI. ENGIMURING. INC. 2002
AL ENGINEERING. INC. FLORIDA UCENSE 11441
PAGE 86 OF 266
~>>LI 3SN3:>n VQIHOL:.l ':>NI ~NRI33N~N3 lV ri
ZOOZ ':>Nl 'mmIDNl~D "It' J.H:)llUdOO @) 'JNI '9tIHBEN3 ~
NrIJ 'IlnSYlf Snl.cu:Jn'll~S 1IJJN11fn7Y
tlK:t-t>l9 (~;.6) :xv:!
L06;.-L7:S (L;.6) =3NOHcI
tS6~ 1.:1 "3.U01WH:> 1HOd
3 3llns "rtHl. 1n't'lftV1 ~LlK:
gel .i0 el6 anVd
'03~Imn~ 3H -nVHS SdV~1S d[]l ONV
I:lV~H TlV" 'dV~lS .B/l V HlI" S9NIN31SV.:I .91/S 0"1 ~O S9NIN31SV.:I ..,/1
33HHl H1I" HVIS 3Hl 01 03N31SV.:I 3B IIVHS 3IBV:l 3Hl JO HOllOB 3Hl
1U.!JN3HlS .1$31. SIDOld OSH l.S~:n 1~ 3ll '1"NHS 31&~:l U31S SDINl'ilS
SIHl '9NIN3S001 lN3A3Hd 01 :r.:ll^30: 9NDOrrl 3^,1H i1'dHS S~
'S3I)13nBN~n1 JO 3Sn 3Hl AH 031SnrOV 311 alnOHS NDISN31 '~3N~03
HJV3 HO~J A llVN09VIa aN31X3 llVHS S31HV3 3S3Hl 'OVOlaNI^ 01 3nO
S3SS3H1S lVN09VIO lSIS3~ 01 H30HO NI 3SnOH 3Hl 01 03N31SVJ AI1:l3HIO
10N llV" ANV NO a3Sn 3B llVHS 9NI:lVHH OI9IH HO S31HV3 H3NHO:l
iDlllR
SdV~lS dOl
SdV~lS dOL
!lNIJV~H IIV"
31!lNV .B/EK.~K.~
SdV~lS dOL
!)NIJV~H IIV"
r
b:l
031HV!)
~O.:l NOlld3JX3-V3~V SIHl
NIHlI^ SI 3~nSOI:lN3 IOOd
.:II 03~Imn~ SI !)NI:lV~1I ON
^D1311 S310N 33S
'1 VI.:I .. dIH '3111V!) ~O.:l
a3~InI:l3~ !)NI:lVHH IIV" .. ..:IOO~
i1ItlR
all3
II NOlldO - M31f\ 301S
11V130 ~NI~V~B lWM lV~ldll
NnHnd 3^V3
M31f\ NVld
DNI~VHB dVillS dOL lV~ldll
'lX3 'H'O .~K. I
SHS DIll (;.)
Hlt3H
S1IVL3G DNI8VHH 3DV8
992: .m 96 :!IDVd
ZIltZ~l9 (Ito6) :xv.:!
106to-LZ9 (lto6) ::3NOHd
Z!ilitt L:I "31.101~"H:) ll:1Od
3 3Uns 1I'Iw. IlWlWVl ILIlt
1>>1I 3SN3::m "al~OL:l 'ONI ~NRlDNI:)N3 1"
2002 .ONl ':>NIlCDNl:>la 'IV .1H:>llIAdOO @ ':MIl :lIII
Nf'lJ i/Z.r.Sf1f snllU:Jnus IfnNl1fn7Y
Olr-3~
s:xz
tD(Xl~
Ol~~
s: _. s:
tD~~
~~?
tDOl~
~~~
tD01~
Ol~~
~~.=::
C:CD::O
Ol~O
0s:~
(Xl
Ol .
'1l ~
~ )>
r-
:Z r-
G)
'1l~~
tD~':;
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
qqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqq
'1lr-3~
~~~~~~m~~~~~~~~m~~~~~m~mNww~~mO==Nw~tD~~
~~~~~~~888~~8~~~~~~8~~~8~~~~~~~~~~~~
~~~N~~~NNNNN~~~~NN~~~~~~~~~~~~~~~~~~~~Q
W~01Ol(XlO~O~r-3W01---l---l(Xl~Or-3~0101Ol---l~r-3WW~01Ol~~r-3r-3W~-~~
~~~~~~~~g~~~~8~~8~~~8~~~~~8~~~8~8~~~
r-3r-3r-3r-3r-3W~r-3r-3r-3r-3r-3~~~r-3r-3r-3~~~~~~~~~~~~~~~~~~~~I
W~01~(XlO~O~r-3W01~(Xl~O~W~01Ol~(Xl~WW~0101~~~r-3WW~-~~
~~~8~~~~~~8~~~88~88~~~~~8~~88~~~~8~8
NNNNNW~NNNNN~~~NNN~~~~~~ ~~~~~~~~~~~oo~~
W~01~(Xl~~O~r-3~Ol~(Xl~O~W0101Ol~(Xl~WW~01Ol~~~r-3WW01tD~~
~m~~~o~~~m~omw~~rn~om~~~~~~W~~~~~~~W~
000000000000000000000000000000000000
r-3r-3r-3r-3r-3Wr-3r-3r-3r-3r-3r-3~~~r-3r-3r-3~~~~~r-3~~~~~~~~~~~~~~~
~~~~~~pp~~~~~~~p~~~~~~~p~~~~~~~~~~~~tD~~
g8og~~g~~gg~8~gg~g~8~g~~~~g~~~g8~~~~
r-3r-3r-3r-3r-3Wr-3r-3r-3r-3r-3r-3~~~r-3 r-3~ ~~~~~~~~~~~~~~~~~~~
~~~~~~p~~~~~~~~~~~~~~~~p~~~~~~~~~~~~tD01~
~~~g~og~~gog~g~g~~~~o8~~~~8~~8~~~~~~
Ol~~
NNNNWWNNNNNN~~NNNN~~~~~N~~~~~~~~~~~~~ r
~~~~p~~~~~~~~~p~~~~~~~~~~~~~~~~~~~~~tD ~
oo~~~gg~8~~~~~g~g~8~g~~o8g~8o~ggo~~~
r-3r-3r-3r-3WWr-3r-3r-3r-3r-3r-3~~r-3r-3r-3r-3~~~~~~~~~~~~~~~~~~~~~
~~~~~~~~~~~~~~p~~~~~~~~~~~~~~~~~~~~~tD---l~
~~~~~~~~~~~~o8~~~~~8~~~~o~~~~~g~~~~g
~~~~~~~~g~==~~~~~i~~;;;~'~~;~;'~~i~;~~3
Oltll~
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~wg
~~8g~~o8o~8g~~~g8~~~o8~~~8~gg~~~~ogo
r-3r-3r-3WWWr-3r-3r-3r-3~r-3~r-3r-3NNN~~~~~N~~~~~~~~~~~~~~~
~~~~~~~~~~~~~p~~~~~~~~p~~~~~~~~~~~~~CDO~
o~g88~~~~~~~~~~~~8~~~~~8go~~~8g~oo8~
x x x x ~ x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
~O);
~(IJ::o
r- ~
~ . ~ ~ x X M X ~ ~ x x X x x x x x x x x x x x x x x x x x x x x x x x
a:iij
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
r-30~
~lE~
^
\
c:
'1l
-t
OOl
~O s:
~~ ~
s::m -
O'1lZ-~
m:I:::XJZS::
~~g~::o
g~:'~8
OlOl)>"T\
Oz '1l 0 r- tD
m::O"T\~
C0mm~
~~Z~Ol
'1l~ ~
gF ~
c:Ol
::0
m
o
o
o
r-
c:
s::
z
c
Ol
m
o
I
v
~~
12s::
m'1l
zlii
0.,
r-
o
Ol
c:
::0
m
.~
: ~
i ':
, ,
j'l
I ~ !
n
\,.1
'j
i I'
:f
:J
'~
, ,
I fj
i ~':
1 :
II
\1