HomeMy WebLinkAbout94-4359
BUILDING PERMIT
CiTY OF ZEPHYRHILLS
(813) 788-6611
P , N'o
ermlt '.
4359 t3
Date / tJ -- ~ --9'/
(;~:~~D
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
P,"perty OW"" . ~~ ~ '
Job Address: <3 i-II ;.0.11- ,
ParceII.D.# J--:;;'~ -;)/- 0/3v - 0 ~ooo- 0790
Zoning: ~Ene7gy Code: Radon Gas: /, /J &;-
Description of Work _cP- ~c:~
Water Meter:
T,I.F '5:
NO OCCUPANCY BEFORE CoO.
FINAL 112- ~o . q
DATE
Complete Plans. Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordarce with City Codes and Ordinances.
DATE
Permit Fee
Signature
Company
Address
Telephone#
Valuation or
Contract Price :;2./;;l.. $I" t). u--v
City License Registration # / ~ 0
State Certified License#
Od:t? 'ok~
--
BUILDING)
ELECTRICAL
PLUMBING
MECHANICAL
Ftr. ./f
Pre SLBf,,J rK V 1
Lintel I 1.r(1 (' C{
FRM. I 0 ~ .
Insul. CL Lv
WL
Breakers
Ducts Insl.
Compressor
Final
Tp. Serv.
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Driveway
~\t)~\Q)~'t4 ~aJ
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.
'.
x
I") ,
_._~..
Ii'
!
,
'ti
~
--
+
-'-
. . r
'.
"
S lTP. "I.AN
,(JlP.SIDENTUL USE OHLY~
1'^llCEL I, D.
3
-
SEe
;Jb
,[WI'
~j
llUG
b~)C /00
~IJ/J;
SUUlJ
P /J(){)O
ULOt:t:.
t2.7'10
Lor
1'/l()I'I~Jln'" UEASUIU~~'f
~6~.
HAlLie' ~
ClJllilElrr U\oltmns
" COWf/I<D_ ..TI1IRJI/6
I>^TE q --,,)7-1'1
^11 drawings shall bo dravn to 8c~1" for all parcols or lots five acras or le~s.
<
10D
>
'1' p
7: .5 5/ Uti: 5/i.T~
~g'
~ 'I f.xi bi' ItJG
~ I
+-- JD ) ~i fYJ D 81 J,..f,
" ..
11 1 HOr1~
t;
if'
}
rq'
AbD t
SHE~ ;.)
.t
/100 l' i
. ,a(l.po~ ~ /" ,
(,r' J.b I v
t- J.l · ..J
wfllCfiLrli
.., t), CP p Ii-
"} 65;
t
EXI J;f71Y6
f {'CJCJf;tRt;.
..J D I
!
LP r- 79 J 7 / [) S" )/CW{>IJI!-1"JJ IC. "
SIIOW ^LL EXISTlNG "NO PROrOSED STRUCTURES GrvWG DIKENSION:J AND SIn'BACKS, /\LlD, lI11HC^TE
idlY BOUJ ES OF WATER AND ROA.UWAYS (INCLUDING NAKES) /illJACEJ-:'f TO TilE pnOP~IITY, lUUIC^TE
TilE SIZE, YEI\ft, Mib N/\HE OF Horn!.!, SUCIl ^S 12' x 60'. 198\, FLEETWOOlJ.
(\ 11 "EASEHENlS", "RIGHT-OF-WAY" llnd ~IJURISDICTIONAL LINES'" m'ull~; be shown on all sHp. plans#
1>0 NOT ENCROACH INTO ANY EASEMENT WITH A STRUCTURE
1I0USE CONSTRUCTION
.,....: tlo. eo'
PROPOSED AOOITIO~
,,&u: I'. .,'
~,DIL( UOME SE TUP I
I""',: ... .\1' .
;~iti.t ,...,'~ th':;'" u.:~":~':'~:;. ~i--r'
:J
..
z
~ _1,"
o
.
:v~, ';,,;,..,
o
u' 2
...
~.
8
-
. .
. .
a ;
.
..
-;
-..
........".
s....
o
.,
...
.
!'
ro'
'0'
I'lL .,J_
eo'
IIOAD HU.'[
1l0AD ......[
..., -,
" N.....[
s i ., (l" \ 011\ ~ C'I~
'----
~
L
. . .
SOLD TO
ADDRESS
SHIP TO
DATE
PHONE
ACE
ALUMINUM
!-/J.,R- ~
J.gf;zJ ~7t:'r H~4>.e:r
PJI HI. ' .P/.~.Jtjl
. ? -...} 7- 9'1./
38545 Palm Grove Drive
Zephyrhills. Florida 33540
Job No,
Phone: (813) 782-2616
.t) I< ,
q)( /,l )( Ii X JJ... s fI~lJ
,
/d.- X II/} t'}!}{UJ/) J) r
-
/1/)/1 IJ Ie /}/ t-
o
PERMIT
PRICE
TAX
The undersigned agrees to pay TOTAL PRICE 02 ~ 1./0. De;
INSTAlLERS IN FULL ON COMPLETION DEPOSIT
tJtI-~
Rep,
C.O.D.
....,
". ,~
APPLICATION FOR PERKIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
JOB ADDRESS
Ef) W/fIUJ V /te.1I1 S
~"r- 79 .;J'J1/Jr
S'Rm ~
PHONE
7Y;J-J27?
OWNER'S NAKE
OWNER'S ADDRESS
AlEp)~.,- lJ~,
Z'cPR'/,e RJ 1J6-~
/Hj H ,P/I,(K
LEGAL DESCRIPTION: LOT(S) BWCK SUBDIVISION
PARCEL LD.t ..] -;)b -.:J / - t//.fL> - t9~o - CJ ?9ZJ (OBTAIN FROH PROPERTY TAX NOTICE)
WORK PROPOSED: ~ew Construction -"ddition _Alteration _Repair _Install
_Sign
_Hove
_De.olish
PROPOSED USE: ~ingle Faaily
_H/F _' of Units _H/H
_eo..ercial
_Indust. _Swu.. Pool _Other
_Restaurant & Health Department Approval
DESCRIPTION OF WORK:
BUILDING SIZE:, tJ
SI..J5f) "
X /..L. Ips
. ,
C 1'1,e PtJ/C. J
Square Feet. 9~/O'Beight
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COHH.ERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REOUESTED
,/
_BUILDING
$
;2;;'10, D&
Valuation of Total Construction
_ELECTRICAL
AtIP Service
Florida Power Corp.
W.R.E.C.
_MECHANICAL
$
Valuation of Mechanical Installation
_PLUMBING GAS
ROOFING
~
-':"Fraae _Steel
SPECIALTY
TYPE OF CONSTRUCTION: _Block
/It-U!I1 .
Other
FINISHED FLOOR ELEVATIONS:
FT.
IS PROJECT IN FLOOD ZONE AREA?
YES NO
******************************************
Signature
CONTRACTOR SECTION'
, L COMPANY Au.l}J. Ii( ",
/J/? / ,;.-- State Cert. or Regist. I ~CL:> :/J!j,?f)
~ City License Registration I ~~~
******************************************
BUILDER
ELECTRICIAN
COMPANY
State Cert. or Regist. I
City License Registration I
******************************************
SiRnature
COMPANY
State Cert. or Regist. I
City License Registration ,
******************************************
PLUMBER
Signature
COMPANY
State Cert. or Regist. ,
City License Registration I
******************************************
KECHANICAL
Signature
COMPANY
State Cert. or Regist. ,
City License Registration ,
******************************************
OTHF.R
Signature
APPLICATIoji' APPRO'Vim BY-
ii
i ,. '~. -,
:'~"~Oii:l~!.,:c~.:.....
~~l!j,.CER'
.~'..:\'.."IJ ..
......\0. e..' T ;
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this petlit lay be subject to Ideed restrictions" which lay be lOre restrictive than City
regulations. fhe undersigned assUles responsibility for cOlpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner bas 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 ower and contractor lay be
cited fora lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to what licensing
requirelents lay apply for 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
IContractor 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 for 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. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of IPlorida's Construction Lien Law - HOIeOWDer's Protection
Guide" prepared by the Plorida Departlent of Agriculture and ConsUler Affairs. If the applicant is sOleone other than the
lowner", I certify that I have obtained a copy of the above described docUlent and prOlise in good faith to deliver it to the
"owner I prior to cOlleDcelent. -
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the inforaation in this application is accurate and that all work will be done in cOlpliance with all
applicable laws regulating construction, loning, and land developlent.
Application is hereby aade to obtain a perlit to do work and installation as indicated. I certify that no work or
installation has cOllenced prior to issuance of a per.it and that all work will be perforted to teet standards of all laws
regulating construction, City codes, loning regulations, and land developteDt regulations in the jurisdiction. I also
certify that I understand that the regulations of other governtental agencies laY apply to the intended work, and that it is
IY responsibility to identify what actions I lust take to be in cOlpliance. Sucb agencies include but are not lilited to:
* Departlent of Knvirontental Regulation - Cypress Bayheads, Wetland Areas and BnviroDlentally Sensitive Lands,
Water/Wastewater freatlent
* Southwest Florida Water Hanagelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
* Ar.y Corps of Engineers - Seawalls, Docks, Navigable Waterways
* Departlent of Health & Rehabilitative Services, Bnvirontental Health Unit - Wells, Vastewater freatlent, Septic tanks
* US EnviroDlental Protection Agency - Asbestos abatelent
I also certify that, if fill .aterial is to be used in Flood Zone HAl or "A,etc.l, it is understood that a drainage plan
addressing a .cOlpensating volute. will be sub.itted whicb is prepared by a professional engineer registered in the State of
Florida prior to per.it issuance.
A per.it 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 perlit prevent the Building Official frOl thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every petlit issued sball becOle invalid
unless the work authorized by such per.it is cOll8Dced within sil IOnths of issuance, or if work authoriled by the perlit is
suspended or abandoned for a period of sil IOntha after the tite the work is cOllellced. One 90 day eltension of tiae, lilY be
allowed for tbe petlit with fee charge of $15.00. The eztension shall be requested in writing ~o the Building Official. An
approved inspection lust be logged during each sil IOnth period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURH to RHCORD A NOTICB OF COMHBJICBHBHT MAY RHSULT IN YOUR PAYING tWICE FOR IKPROVBHBHTS TO YOUR
PROPERTY. IP YOU INtEND TO OBTAIN PINAHCING, CONSULT WITH YOUR LENDER OR AN ATTORNBY BEFORH RHCORDIHG YOUR NOTICB OF
c::~ :2:1 vn::2~mmMm ~ A .~~~
SIGNATURH: OWHBR OR AGBNt SIGNATURE: 0 RACTOR .
STATE OF FLORIDA
COUHTY OF fA S CD
The foregoing instrument was acknowledged
before me this S E.:PT 1-7, 19...!l..!L by
"Rtf! rJ AR"[) '])A }.)U'::l S
who is personally known to me or whe has
-iJl'cdaced
~ jrlpntificatinn and who did/did
take an oath.
U
(Signature) ,
itA TH ~J .,...1, 13~~~
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
STATE OF FLORIDA
COUNTY OF F Asc-c>
The foregoing instrument was acknowledged
before me this SEPr:J.7, 19~ by
ALt3.:..R-, S/HA/f-S
who is personally known to me or whe has
pcedaced
as idestificatieB and who did/did not
take an 0(1. th ......4.',,(,. "I 'i) ,,2, I
~_CJj_.L--1 \ ~ ~u~
(Signature) . f /72.1" I
I( All-I i .F t:.., I If: ~t'LJ~
(Name'Typed, Printed or Stamped)
NOTARY PUBLIC
THLEEN J. BROWN
State of Florida
Colli1\. ElIIIo April 2, 19l15
ColIIft. . CC ClII6617
~
THLEEN J. BROWN
KA State of Florida
..,=~~~995
NOn:: CONTRACTOR SH~ll PRO\1DE: \1RiF1CA nON THAT THE HOST STRUCTURE IS STRUCTURALLY
COMPARABLE TO T'riE STRUCTURE SHO'liN, (M08ILE HWE OR CCNVENTlCNAl CONSTRUCTION)
HOST
S mue TVRE
OR F AClA
PAN CR CC~POSl T( PANELS. USE CORROSION
RESlSTIVE SC?E'h"5. PANS ANCHORED 'IllrH 110
. '/2" ~ 3/ PA.~ iNTO REC(:i\1NC CHA,~NtL AND
1 1'0 ( 1/2" I) RIOC( CAP COI,NECTION TO
REWw,c CHA.~NEL CCMPCSiT( pA.~m US{
1/4' x (t+l/2"> LAG SCR[.v5 'MT1-i 1/4' '^ASoYERS
TriROOCl1R(W\1NC CHA.~~,El FROY TCP,
CAUU< ALL CONNECTIONS.
1:=5
_________ EXTRUC€O OR BR[AK\4ETAl
H(AOCR 0032" !.IiN,
FASTENER DE~R\liND
8ASiC eN CCNS T~\jC TlO",
or HOST STRUCTURE
CON~ECT10N TO HOST STRUCTURE
!)
w
a:
2
u
::>
2:
"'
l-
V'>
o
:J:
<.>
z:
<=
c,
X
w
110 ( ("t'+1 1/2") ~~~
1 '/4' WASHER I) 4" DC !.I:,~.
SHADING mE II DU/OTES
INTERIOR POST !.lAX, ROC. AREA
SEE TABLE 4
~-----
:~~
- r- -- ~
~r~>
J" ~~
3 110., 1/2" 9JS PER PAN PA.':El
MTH 3/4" WASHER CR
3 110x' 1/2" WASHER HEADED SCR(',I')
UPLIfT STRAPPiNG EACH ST1JO
O,0425'x1 1/4' !.4O€llE HOME STRAPPiNG
NAILED 'Mf~ IB<J C~\'/\4(Jl 3 PER SiDE
CR ,3d ClJN NAilS 3 PER SIDE
STRAP SHALL BE 5' EACH $lDE AND
corH1NUOOS OVER frlE S TlJO
D\'<A BCtT
NOT'(: 'M1ERE '/2' CJX Pl.Y'/KJOO IS USED FRA!.liNG Si1AlL BE I) 24' OC, !.IiN
wi NAil PATTERN PlY'/IOOO TO STVOS I&J CCMMON 5' oe. 0 EDGE
AN\) 12" oe. F:aD, '.'HERE 3/16' STR'JCT'JR~L !1iERMAL PLY SlDiNG
IS U'XD FR,~:~I~G SiH~LL BE 15' o,e. 'N/ 1 1/2" ROOFING NAilS 0
3" 0', EDCE At4Q 12" oe. Fino
UPLIFT STRAPPINr; DETAIL
2' x ___ EX TRVSlON
~E~T~8lE 2
3 - ,. f10 $),lS ~
IN SeREN StOTS 2'. __ EXTRUSION
IlIN. 3 1/2" eONC. PER SPA.N TABLE
sua w/ 5x5 10/10 \ 1'~2" EXffilJSI(Jl
'^'/N OR F'BER IOESd A."CHCR ,'x2',0044'
?LA rE ro CONCRE TE
'MT'rl '/4"x2 1/2"
FASTENERS 5' EACH
POST TO BASE AND SIDE Of' POST 24'
POST TO BEAtA DETAIL OC. !.lAX.
/
I
24'
1-
3 '/2"
IJ
15'
3" REW<1NG eHI..~':fL
ANCHORS ~TH 3 EACH
i3 5,1,/$ PER F 00 r
"
TOP Of GRAD€:
3'xl' FLUTED POST
\\\lAPPED '/1/ FEU PAPER
3ja' xl '/2' 8et T
80 L3, 2500 PSl
CONCRETE PREM. X
3'xJ' BASE
l
,
ALUl,liNljIA CONV(~Tl0NAL CONSTRUCTION
PORCH POST CONNECTION
-!. ~/ POORED CONCRETE
D~/
1 W'" RUER TO TABLE 5
ISOLATED FOOTING
~'[: -:lit HOST S1'R'JC11JRE ~u'jT BE CAPAatE Cf ::VF'P'J<TINC T'tiE !IJ.~Y:M:Y STR\JC11JRt TO BE ATHO<ED 10 TH( HOST STR\JC11JRt. GENE~!lJ.LY TIi(
COM)lT'CN Cf THE [XlST:N, S11l1"C11JRt IolU I~O!CA T'E n'E S:?UCMES CAPA!31UTY, THE FCUC.,NC CONOITICNS;\'OST STR\JC11JRfS Aiit CAPABLE
Cf ::VF'POH,~C 11<( !IJ.~Y:'llJll SlRUC11JRt '0 BE Ar:ACliED:
1. YASO-Pf 'HAllS. 2". " FRA.\IE CC"ST?<xnO'lI<AUS. PRf EN-:;!'HRtO 'i<<XO Ti?USSl:S '11/ A 2". 6' ::va FAOA A,'iO A T?'JS'> O,':RHA,4C at uP
TO 4', A,<;O!CR ,l,T'Av..(~T Cf T:-;<; ALI;YI,'<\;Y S:R'JCT\:i'E 1liRC\!CH rci( " fACtA TO T'tiE TR\JSS lJl,Jns ''III A YA\:lJ\JY at 4' Ti?USS C,gHA.~C
2. ~OOLE HC\l(S ~A.4I;rACl'J"'l:O AfTH \ge4 ".~o 8I-'LT TO Tl<( 1,54 ~t;O ST/.NC~S '1l\<(R( TH(4.4CliCllS ,lJl( INTO TciE rll1JSS ilIJns.
1 CO'101TIONS ~OT CC'..{RtD AOO,{ ~AlL BE RE''';:.O BY M E~C;NlIR TO ctTERlJi.'.E ;)<E HOST STR\JC11JRf ADEC4..ACY,
4, ALL TR\JSS SysT(!;S SH!lJ.l HA',{ A ~U:lJ\J" srAc;.~C Cf 24' Oc.
S. U(€llE HClJES I'OT COllfOl'mc TO M: ST.\.NCAiltS ABN: SfiALL HA',( A sn; ::VPPCRTINC FA.~E AOJACl:NT TO T\;( ~C€flE HQl.IE :~ liU C(
CON~.(Cl'N-:; TO M: U(BllL
I A,~Qj~M~ hE'D(~ ClH,A,~~<:L
-+
I
L
"2'x___'
cr~ T[R PGR\.''1
BW.c SmCT l'
f RO'.c T A3lE 2
..........
AL :(R~A TE:
'/IIYJ) FiA:.o( SHEDM rrl 2"x4'
?RESSlJP( i?€A:ED PINE
?LA TE ANC-1CR TO CONCRE T(
\v.TH 1/4' CCNC2ETE
FASTp.(RS 4'-0' O,C.
DOC-i
V/(fJ) FRA).,( SiHED ',~~ 2"(4'
PRESSU;;:( i~EA TID P,~E PlA1!
A'IC<CR TO CONOETE 'i1lr~
1/4' CC~iCRET[ FAS~~ERS
.} 4'-0' o,e.
w
a:
;:::>
U
::>
2:
V'>
I-
VI
o
:J:
<.>
z:
<=
V'>
X
u.J
,,'0 9A,~ SEA,i,C
smCT L FRCi.l
i ABLE 2
FRON T:\'All 80M S!:lECT
L fROII TABLE 2
FRO~H Mll BEA'J SELECT
L FRC'.l TABLE 2
SELECT BEA\I /
FRC\A TABLE 2
-
SHADiNG mE I
S!:E TA3lE 4
SHAD''1G TY?E , CENOTES
EXTIR::)R POST ROOf AREA
SEE T ~BlE 4
SHADiNG TY?( II
S!:E P3lE 4
CA, R;ER BEA:.c
l
1
III
k-J
L
,
---1
j 'N
'/1/2 }
'N
/I
2' x !.II) S?A,N
/ BEAM -s[ES:!.IPlE Sf'!..N
TABLE 2
DETAil
2" x ___ !.lID SP A,'l
/ BEAU Si:E Sl1.lPlE 9A."
TABLE 2
REW'liNG ~A.~~iEL
"-
1;:!
G Roor? ANEL S
;g S!:E TABLE ,
V'>
8 SP Acr MAX.
:J:
3 1/2' CONa<tTE StAB
3" x 3" x 0,06' POST
w
'"
G TABLE'
;g ROOF P!..\ELS
~ CARR:ER SEA\l ./
g 3"x3" POST /
d
VARIES
-y
J.
}!
Sf'Acr !;AX.
T ABlU- ---
2500 PSl CQNCRET! '11/
E ,5 \l8.D[o '.~RE !.IESiH
C\tR vAPCR 8ARRi[:l
2500 PSl CONCPm '!I1fM
E,5 '/.fLDD '/liRE I.IESH
O'.{:R VAPOR BAF:R:ER
SPACE IlAX. ___
3 1/2" CO'1CRE TE StAB
j
+
VARIES
SECTION THROUGH CARPORT
SECTiON THROUGH CARPORT
S!:E CON"'ECTION DETAIL
12"x PA." (s(E CHARTS) us{ "I( TO
/ SELECT PA,~ FOR REOOIRED 9A."
SHD IS fRAI,;EO 'HALL
A mCHED TO HOST
STRUC1\JRE
UPI.:FT STRA?PING DETAIL
2'x.' LUl.lB(R TOP PlATE
'IIITH RQ(1' A30\t
DO NOT BLOCK
I FIRE EXlTM~OCII
/"O',{:RHA....G VARit$
8'(12' unuTY /"
SHm 2' ( 4' 2" x F,CtiT 'f/AlL BEA~
w 2"-0' 0 e. SHEeT L FRC'.l TABLE 2
2 DOOR
u
~
V'>
l-
V'>
o
:J:
~
z:
<=
V'>
X
w
w
<3
:J: .
~
~
~jOT[;
1. ANCHOR ?A.~S TO HEADER CHA.~NEL '/1/
J '10 . '/2' '/1/ WASHER.
2. ANCHOR PANS TO ROOF SEAMS '11/
J 110 x 1/2' '/1/ V.ASl-1n.
3. A."CHOR PL~ Tt TO CONeRE TE flOOR '1//
3/8' . J '/2" O)1>lA Bet is 0 30' O.C.
4. S1lJDS TO BE ~ 16' O.C. 3' EDCES
6' O!<I rlELO , 1/4' CAL RCW".liNG NAilS
-!-
~ feR F~C~T BEA~
:J: USE: 'L'='/l/Z+O,H,
2' '2\OC44' ALL'\I. OR '::j
2'x4' i) H" O,C. LL'MBE~ 8
STRUCT1JR,~L GRADE ~
THERMAL PI. Y 'MTH SlOi'1C ~
1/2' L-BOLTS FOR 2",4' B :~
/ PT ~ATE ~R SONCRET[ N
ANCHORS 4 -0 O,C.
US( 'L' = 'N/2 + O.H.
'::j
8
~
<.>
z:
~ ''//,' VAP'ES
1:5 5,5-10/10 'IM.c
"
V>
C
~
V>
"If
VARIES
3',3" FLUTID PCST !;AX.
HGT,=12" FOR 120 \lPH
\\1~O VELOCi TY
2'x4' Pi? i'tAT[
'N/ 3/3\. f/t
CONC. A.~CHCRS
UPUFT S TRA?PING DETAIL
L 'I!..RiES
(Sl:E TABLE)
UTILITY SHED AND CARPORT WALL SECTION
.} '(2' \liS. CONCRET! (5[E DETAILS)
SECTION THROUGH UTILITY ROOM
SiNGLE CARPORT
~i'l, 2500 PSl CONC. '!11TH 5 x 5 '/tUDtD 'MRE:
NOTE: FIBER i.lESH CONCRtTE DCtS
NOT R(CI,;iR( '.l:RE MESiH
FLA T StOP( / ~K) Foont.c
o - 2'/12'
J ' #') BAR CCNT,
a,'~r, ",..'it~~.-~,,':'-
,"" n;,~"''''-='C1!
~ '='~ ~'1fe~i1
94-u0004
S
1.'0-
IJCCERA:E stCft FOCTI~JG
2'/'2" - ,. - 10'
SLAB DETAILS ADDRESSiNG EROSION
~
C A :t Rt<l"Cl<S 0-<
~~
'st, 'st
4:0"'2
"'2:'='4:
i:ii.3~
<'-" VI..,
:5"'~'C~
V'II-X~o.
~~Ba'-!
..~xa;iX5
O"'i]!>-
80ar: ~.
'~w~w
3t::~>~vi
<5~",...'-~
u,~)-o;:J::
"JiX5~~t;o
~ -<,..
",'..J~o"'i?5
~!jo;:::5'-'
ozbi~< 4:
ZW:J ~
<~ ..,
o:5i3,-o~
;::: ~;!;o:J
aO ..~5
<:51:: og",
'2"'~"'~
::;~~~~~
<g;,31t~_
l;/lti"l
-c..I
~E
t3~
z-
~el
25'-
bi~
....0
,Ei3
;;'li
]!3
9~
~8
OW
g:~f
<'>:j 0
5!.,z 5~
t::l"'''''
<:aW
(}~~
zo~
~~ei
a:t;V"
en
ex:
LlJ
>
o
o
o
:J
o
en
~
@,
~~
J--'
O!
.5
, W
DO ~ ~
~ ~ t{
~...<
~~ij~
'~<i.
~ .....
...Cj....
. , , ~ l'
~::' s;e
~ r~
~'
9-<([11
~
Cf 3
HOST Sf.<\.ICjl~$t ~ F!iJA t 9J8-F.l.GA C(X-(CiOf C'(~,()4rs F~ VARWS
LOAD ca-QXt1'S
LCo'D can 11\..."'1S
~ 'vUOOTY LOJ.DS OC~ .. U',( LOl,OS
ClASS ROO<4S
HOST Sl'f';tJCn.;f1; 100 '..FH 111 mi 1<'1 ~ mf1 321/~ 571/SF
1. iXtlCREiE '/.'xH/a- rom:r ~!".IS j 12M o.c.------>2 0 l' O.C.
2. ',1:jjJ F'FY;( 1/.'x2' LI,G $CF{'li$ ~ 6' o.c.------------>2 ~ " O.C.
SU1tN, 'tIN.It,,l..40 ~rs
ilOST SIT-1.JClt,,:( 100 ~1i 110 ~ I~!SH Z211~ W/~ 571/SF
1. ccr~Tt 1/4"II-lllf Cm1;!1! ~(.<;ns! 12" o.C.------>2 ') l' ~.C.
2. "ff.Xj) ~}.k.( '/."xl' L!,G SC.;:('A') r) 12 0.c.----------->2 ~ 1 O.c.
NOTt$: ~ Sfil'JCit~S 'KU.D Wl-(CT ro TRUSS ElJTTS CR 11<( $l,'9 FAQA
nVJd~ ;W! F'C$'SaE c:.t Y , ~l ~ Sv'OS C,V4 fX CIJ TSiC€ 1HE
~ 8l.JTTS;'SV3 F/>I).A ~....() rrlC~ MtAS Si-lN.L HAVE co.:aE .A.'ia~
AlL ~~il'S :tHO i1f.: H0'ST STR'JI:TtR! Si1m. rm~ ~N t-I/.' '~A:}~
CR ~m '3(;fASl-1€R HEAOCO SCff>iS.
12" X 3" x 3105-HH RISER PANEL
.1 r l~" t
~[7
1
12" X 3" X 3005-H28 RISER PANEL
1 r m' t
[7
!
PR\fERl1($
It"
?
---.J
1
OOJZ'
0024'
?ll(:f(x r,(S
12'"
1
1
Q.OJt'
12" x .r x 3105-H14 RISER PANEL
-j r ~~" t
[7 ~
1 i2'" 1
~uns
0. 0-10"
4 . i).~,,) ....2 rt . '1564 pH
I . +O.U/-<l271 n"
4 . ,),600 n.2 'tT . o.~ pH
I . +J.610/-0..2J .....
A . 0.50 ....1
'fl . 0.717 ~1. .
I . +O.5n/-0.~ ilL
A . 0.7& iA.1
'IT . 0.717 pH .
I . +<1781/-0.71' ....
T,'ai I ~u. ~ ?,~ S'.l,.;'S F~ C,!W'~ rs. ~ j: ~'rt ~
Al.L~ :~m STNC.%"S mol' J1CQ H-I. .!t H-25
pm Sit F~ p,l,.... 7~ U~ ,. 0,"/2 ~ OK' ~E c.-t4.~'K;S .
lO"X In o.O'2S" _~JO O.It____,' Ol-t_-.1 O.H._S O.H._
leo ~ I. LCo,,!) Ii'. J' 14'- S. 14'-)' ;5'- 5'
110 'Ji.1i 'l. lo;.u It- 1\" 13'-1'!. 13". s" 14'- t
120 ~1i 1. LC,~ 11'- 1\' It- I" It. I)' 13'- S'
10"'< 12"X ilOJ2" __
100 !J:'l'I ':{ LC.'~ IS' - s'
110 ~'1iI. l~ 15'- (t
120 I.f"rit Lo.\D lS - 10"
15'- ,,-
15'- 2'
1)'- 11'
If- .J
15' - 5'
1~'- ."
If- 5"
16'- l'
IS'. o'
NeTt; snra-~c (1 fr'E ?AN 'i,{se<~~ is ~ro~lJENC{D. f snrcr;'~(j IS ~or
PllO"lOO) 'II I lOx '/2" $O(f',..s ;J t o.c. i1i(~ ?iW(! !liE t..ec~{
~,o,;..s BY 20t tX}~L lO"X 12'X o.02S'MI NO ox 7,"'~ 11'- J"x
(100,~ . ~~ = 1125'10.00 = lO' = 9'. 0'.
~ANUFACruRERS PROPRIETARY SlJPPUES
1 A&tE 1 UAX. R<n SYS ~ ':.l',"~S Fffi ROY,Il .ltIJMlNlJ~ Sl"ffR P,I,.'iS U$EJ eN
sc.:<ID/":N'it KW4S ~ C.~TS{CH:i ~;~.ciJiCS)
~'ROOJt:T P,'\DtT I 4,91a893S
AlWNl:1I.\l .ll.lOY ~105 H-2a !JiNilotl.i\l ':'\(1....!) 3Q,OCQ ?'.iI
PA~ SIZE: F~ P~ S''''' U2: 2 ";(/2 + O.H: :U CP.,l.'~j(,S I
\1W LC.4DS CN ~ ruW,NGS SlJOi ,4.5 ~/~:;':t R(<~S 1: CAA?CRTS
B"X 12"X a..02L_'JO OH.__t' O.H,_J O,H___3" O,H_
100 l.If'H ... LCJ4) is'. S' IS'- S' 11)"- 10' If-.'
110 '1f'H.I. Lo.'O 14'- 10" 14'- 11' 15'- J' 15'- 10'
120 !S1i,f, LCJ4) 13'- I'" 14'- I' If- '/ 15'- o'
2.5"X 12"X 0.028_________________________
100 l.Pti 1. Lo."i:l 1a'- I'" 19'- O' 19'-." 19'-r
110 ~ J. w.o If- ," If- 2' If. 5" 18'- o.
12'J'Jf'H'illo.o 10-" IS'- J 10'- r IT-,"
2~"X 12"'< a.o~
100 l~ ... LONl
110 ~ 'f, Lo.\D
120 !.Ai *- L C,Ai)
2.~"X In 0.0S6
100 !.Jf'H .". LC)Q
110 IIfH 'If. Lo.4D
120 1jf'H 'ii, LO.\D
19'- !Oo;---,g'_ 11'
1T- 11' 18'- o.
16'- 10. 1T - ~
'N- 2'
13'. r-
IT- r
-2-1 --?------
13'- if
IT- 10"
------
21'- r 21'- 0
Ig'- s" 19'. 8'"
13'. 5" 18'. s"
2"- ,,'
19'- II"
la' - 10.
------
rt- ."
7d. .'
19'. J
48" x 3" x 3105-H14 COMPOSlfE PANEL
r ~ r
;=:lilllllllllllllilllllil:IIII'III,lilll'l.'1','IIII,'I'i'I'I'I!;j (
~
0024': '.11 '" 0.7<<n.'/ fl. P,IMl ca"~Ci1(,tj CHid. l1~T,I(.
0.0.32' : ~if 2 ,1871 'n. '/11. 10 <;' AA
1.5 I EPS CCI\t cc.~ TY
48" x 4" x 3105-H14 COMPOSITE PANEL
r w, r
;=: fiTiTi 11'1 'I'I Illi 111,1, '1'1 'III', !"i'i'lli 1"111 '1'11illl i 'tlJ <
'.
0.02.' : ~ . 1~2 ...../ It Foal C'Clf,{C~ C(1.111 JiCOCNT.Il
0.0J2"::.t1'21.l<))'t\.'/11. TO'J'~
1.5 I Er"S on CUo'Si TY
lJANIJf'ACruREHS ~~;ETAr<'( SUPPUES
T,I.[U I: !.I).~~", P.<<1' ')','..-.s FCR El.m: PH.$]. ?:"~TS :iC. CR
ST?l..'r.ll.it~ P,.."us. NC,
,~Ul..'H.:'" w.:PC'JiE ?.I.,'.flS ST......,~ pgU 'f/,!i,I!..i.......: Sli(ArrliNG
jl05-nI4lH5 NlOY 1.0 I EYS COt evGrt
,s,"O LOADS
SCflt'i tic Y'.'f'rt R~S. C.I,R?CRK N() 01'r~ ~ LUCJ....S
3"IO.013'_-,'iO_O.H. .1'_O.H. 1.0.H._--:-}'.'J.H..
100 '-lr"HIf. L 14'. r 14'-" I)'. I" 15'- 3'
110 !OfHII. LIS. 4" IS-). lJ'- 11" '4'. r
120 10i1l. I.. 12'-." !2'- SM It- II" 13'- a-
J.x 0.02.'_
100 I.O?ri 1/. L If- 9"
110 lJr>H II. l. 16' - r
m ~PH 'If. L 15'- ,)"
3"x 0.1)32"____
100 ~!#. L 20'- r
110 ~!i '1#. 1_ Ia'. 10'
120 14ti '1#, L If - ~.
If. 11'
16" - ."
15'. 2'
If - J.
16'. 't
1~'- r
'tJ' - 3"
10- 11M
17- 0
21' . l'
11- 4"
It- 10'
to. 9'
IT- .'
16'. 2'
21'- S'
19'. 10'
Ia' - S'
CS'JD + U',{ lO,'-D ~ ~/:}lO'lllCAO (n<tL({S 2 117 c('^D LO~O)
All ElJ ilCCiG 1Tft S
3.10.019.____
2211'<iF 12' . 0" 12'- 2" It- ~ 13'- j'
32f1~ 10'- o' 10'- 9' 10'- g" 11' - 8"
57f/<;F f- 0 f- 'I a'- 6' 9'- r
3"x 0.024'_
m/7 '4'- ~ 14'- Iff 15'- J" 15'- 10"
321# " - 2" It- ." It- 10" 13"- r
5711~ - " " 9'- .." '1- 11' 10'- I"
S'I 0.032"_________
221 /<;F 11- o' If. 2. It- 6' 18'- "
321/7 14'. 2' 14'- r- 14'. 8'" 15'- ~.
57/# 10'- 3. 10' - 10M 11' - j" 12'- ."
POST:
f' x l" I o.."p{ ~ 0.12 1.19
SOtlCffO .'. f$
f' I ')" I '1 cs.f 5C1J l.~ l.Ii
SOUCKD rI
f' I l' I o.'~. ~ u. 1.17
SCt.U.CKD rI
4' I 4' I Qla' nJ 1$4 t~
SOUCffO '$
MEETS THE R!:OU!REMENTS
OF CHAPTER 121),5 sec 199t ED
9 4 - \.) 0 0 ti t~
CA'.I ,;t\<"X..'IS \H
~ ;t:~
~ 6,,_
~~ ~~~~s
~~ ~~~"lj
~~ ~~"'':d
j a~~1g
:s 5 .f:J :i >-
~~ i1~ ~
~~ ~=~~~..;
~ a''1~i~~
i ~ ;~~<J~~
~~ gg;g,~~
~' ~:rl~~:t~
<.>~~ ~!~,~~~
~. ;~~ ~~, ~'5~~
:3 ~ ~ '1?~~C3~
'>I ~ ~ ,-1~d ~~~!i
~....'\(...") .(~a~..il-
(,')
0:
W
::>
o
o
a
:i
()
0)
~
@:
~...
C;J~
ill
g
~~ ~
~...~
I~~, ~..
~i1~
~~-I
o=~~
SE.~L
roT I
~cc"
,~ 3
QAl( F:l~ 1).1(
TMtE Z: li..l,X. R<Xf ((.I~ ~"1o'S f~ ~rt x:m a:'~ ~
,.~~ ona ~ S1RlXl'..$IS "1 sew FU.fS 006J T-$ ,~. f
l,l>1-iUF AC1lJREHS ~CPR:ET AAY $lJPPUES
!.lAHUF ACruRERS PRCPR1E fMW SUPPUES
T,laE I: WlfH.'U>; ~\U.W Rt~ S?~
~ LC.'-OS
~ t tIN'rt ~ ~TS. tiC Olr{R ~ t.l....c~m
.'10.01'1' !lO_O.'i 1'_O.H. t _O.H.___S _O.~._
100 ~9H:t L 18'. V 13' - l' 13' -~. 1-5' - I"
lIO l~H I. L 15'- 5' 15'. f6" 15"- II" If- 0
12O!k'1i1t. L 15'- r 15'.." IS'- ~ Is'-.'
.'1 0.02.'
100 ~~ 1. L
ffO ~ .f. L
120 ~.. L
.'1 0.032"
100 ~1i 1. L
ffO '.s'H 'If. L
1 ~-J '.FHM. L
TAal I: Wll1UO; ~ ~ ~~.;'$
[(.l},f ')Z! ,'OrE: F~ S?".... t" (~ CRl.lI<lC IJ5t ','()~~ -";2 + ox
Z"x J"xOiJ...<{)" iU ct.1.... EX.I#'"\L .;J):H" 14'/2 + t. t
',~rrl 100 li1i .. L I~ L?i ',," L 1'20 lS1i I. L
5' '1'- 'J' t. S" ~- O'
o 8'- 5" f- a'" t- ..
f f- Iv 7- \" 5'- '1"
~; f- ." 6'- 8" 6". ."
t (Vbf'lE I)'. 10" 1)'- 'J' 5'- 11'
10" 6"- 6' 5". 11' 5'- ~
\1' r,- 'J" 5"- ,f 5'- S.
It 5'- 11' S'. 5" 'j'- 2.
2'"x ."x 'lOSO"x 11.T W.'A
5' 11' - j"
5" 10"- 'J.
f 9' - 6"
I! 15'-11"
9' I! - 5'
10' a' - V
II' f- I
It f. 'J"
2"r 4"x o.OI."x Q.12Q" $..'H, _
5' 14'-10'
pl 13"- s'
f It - 5'
r 11'- ~
'1' 11'- 0"
10" 10"- 5'
11' 10"- o'
It go. o'
tl s'x a.O~<>"x 0-'2'; $..l.I3. __
S' If - 6' .
6" 16'- 0"
f 14' - iO'
3' I.s'-Iv
r IS- V
11)' It- l'
\1' 11'- iO"
It ,1'- )'
2"1 0"1 O.w.lx Q.12'rt' $..;(.6.
5" 13'- '1'
6' 13'- g'
f If. .'
a' 10- 'J"
'1' IS'. .'
la' 14'- o'
II' 13"-10'
It 11. r
2"x Ix Oif.<t x 0.1 ~ S.....3.
f 11- "
a' If -10'
3' 1~'-lv
la' 15'-\1"
II' It- 2'
It 14'. o'
IS' 1.'- V
I.' 1.r- s"
tx ~x o.07Q"x 0.2'2.' s..Y.a
7 25'-10'
r 2.'- 2"
t It- '3'
10" ~~ I
11' 2<1- I
It 13'- a-
15 la'-II'
14' 1a' - J.
Z"X 'l'x o.07Q'x 0.21.' 5.i4.a _
f 2'3'- 0"
~ 2'6'. z"
r 24' - a-
I~ 25. ~.
II' 22'- .'
It n~ .'
15 2<1- o'
14' \'1'-10"
':".H) L c.'-OS
SO\'!DI k '(~1t ~ CJfK..~TS. ,~ 011-(~ CftN EtU;C;
'6".0.01)" :1O_O.H. "_Oli t _'J.H.___r _O.H._
re<) ~ 'M.. L -a - t ~o'- "r ,1'- " 21' - I
110 l.f'H '~ L 18'. 11' It- 0" 19'-.' 11- 10"
m ~ 'Ii. L lr- S'" It-:J I!. '0" l~- S"
o"x 0.02.'
100 lJ1i J.. L
110 ,~ \t L
m ~.rll L
S"l 0.032'_
100 lE(/ 1. L Lt- ( u- d" 21- Il'
110~;t L Z'J- I 20'- 3" 21'- o'
12O!~ '*, L 11- I' 19"- 2'" 19'- 6"
C{}D + i.l~ l~ .t CJI./SI(;'1l0D (u:u<<s 2 1/7 c{.&~ lel-D)
N..L oc,'!.Cm r~s
S't 0) 01'1'_
Z21/7
321N
~71j:F
6.x 0.01.'
mN "- 11'
321/7 14'- I~
571j:F 11'- l'
ox 0.032'"___
Z21N 18' - a-
J2tf.t 15'- 5'
571f.t 11'- f
~~ I~~g~
10'",,' \l'j~g
~~ 'oJ ''1
:J~ ",~~'~2~
ti & ~~~~i
j ~ ~~'i"'..
g~ i'1,,,:1~
~~ ~~'~j~v~
r ~'t"'" ~
i5 "'i>-i~,
'A~ ~',~'<2f~
~~ ~'"':~~,J
~8 ~i~~i~
I. ~~ ~~~'_ri;>j~,~
J.... 1~3~ ,~~
' ~~ ~i;.~~J, ;:i~
1~ l~~;!~
~t;~, ~~1~l~
N- }.
18". s"
If- I'
[(1- 5'
Id' - ).
If- S'
~'. "
IS' - .'
,7- rt
21' - O'
11- 4'
18' - O.
2t- 6'
:-<;' - ~
13'- r
Lt- ,"
[(1- 2"
13' - g'
21'. 0-
11- rt'
13' - .'
~1'- 3'
\9"- ,,'
18'- 5'
21' - .'
11- 5'
l;r - 0"
21'- 5'
t,t- 6-
la' - "
21'- if
11- lO'
'lf - 5'
rt- 2'"
7!t - ..
17- 0"
2J' - .'
,1'. S'
7fJ' - o'
7- g'
8'-11.
a' - .r'
t. g'
7- }"
0-11'
0- I
0- )'
10"- J'
9'- S"
I! - a'"
8'- 2"
7- ~
T- 'J'
5'-1"
,- 3"
C(}.O + U'.{ LO,l() l (9./%"; lC.\D (lKttC(S 2 IN OC'D LOM)
N..L fU.C.tIG rrffS
4'1 0.01':"_
Z2if1 14'- Iv 15'- 0" \5'. ." \5". rt
321f1 It- j 12'- ~. It- II' 13"- a'"
57/t:1 9'. Z" 9"- 5' 10"- Ij 11'- O'
.'1 O.02i'
2211'1 IS"- .,. 10- ~. If- " If- .f
J21f'J IS- ~. 13" - II' 1"- ." l~'- 0"
511/7 10'. ." 10'- s. 11'- " 11'- I'.
... 0.)J2'_
LlI/; 'f- I Ir. a" la" - f 18' - .,.
S21l'1 14'- I 14'- g' 15'- l' '5'. rt'
571fJ 1<1- II' 11'- " ,,'- f rt- )'
It- .,.--,i=-y------
'4'- t 15'- 5'
11'-." ,t- 2'
17'- "
'4'- t'
!u- f
,f. .r
,4' - .'
10" - 10"
IS- o'
1/- .'
11'- 5'
10' -3"
10'- l'
t - o.
'1 - l'
8'- ~
ft -10'
\1' - 3"
'I<!-ltJ
1'1- ,.
1. S"
'1- if
!- f
(- J
1~-13':-~----
15'-.' is' - o.
,.'- It' It- f
1~' - o.
15'- If
11'- 'J"
1'1 - ,"
IS'. II'
It- j
1'1- f
15'- r
15- o'
18' - 9"
15'. f
II' - rt'
a>
ffi
:>>
o
o
G
..J
o
II)
ft.W: 4: 'J.M.. R<X$ !$(A r~ ,.....(..I!.:H.U CA!\f'~T P<)ST
r~ NlC't.A.a! ~ ,'H..' 1!-1: 'TF.8.JTA.~Y'i.EA ~ ?(ISl"l
~ S/2 · f Ie '1/2 · 5', + t O.H. ;, fX 8' · A.!<!A fA ~ 7
POST rtff; \Ll.X. N.J.C'it RCn ,tofU FC.~ v~OO.l) rrrt ?OST H 7
ttS1.14..lCl-'DS......m .~ _ \UOCI TY,..lQ.l{)S_
POST flGT POST ~ , ~..\CH 100 tf'H 110 U1i 120 ~
}"I.J".1<J.oo)".J\(U f()I\{D..
It- V 5100 ,00 :'41
16"- v 3,&,.10 1,$2 24J
2.xJ'x_O.WS JJl...r.y._rxM' ..DiW....c.~.
f- 9" s.~~ 316 ~4
It- Ij ..C~ 203 270
~".J'._a.070" ..EXTl<VSiQI.
!- 2" 7,100
,t - 0" 4,970
'J.d.xO,OSO. _SC/111~
11'-;0' 8.&40
ls'- ~ 5.120
J.X_J.l_O,3Q" _lV'X.
11'-lv 12.~
Is' - v ~IOO
'J'._'J.l OJ~" _1'-t(..
15- .r' 1J,m
10- v s.coo
.'It_.'l o.l~' _M.(._
15' - rt' 23.200
2<1 - ~ 1S-0)
. AilOY 006'J T-~
It AilOY 3105 HiS
~- 2"
t! -10"
't-Iff
it. 0"
,(- j
'if- a"
';1- i
'f- '1"
lS'- O'
I.'. I
IS- 6'
It- I
11'- \ l'
n' - g.
10' - g"
j(j - .'
289
m
2~
115
j.31
22S
JJI
193
~-5"
w-S-
~5' - r:t
14'. ,"
I$'. j
12' - 5.
'2'- o.
11'- 6.
'7 -10"
It- ,.
'5'-11j
14'-10"
14'- 0"
IS- j
It- ~
It- "
.~
2(9
~7
~,
m
276
~
2J6
m
XIS
576
40a
...~
310
411
~,
$.~
4,,"9
86.
012
no
510
Sl7
m
16'- s"
15"- 5.
14'- 6"
If - g.
0.'-2"
It- r-
If-H).
It' - ~.
17 - ).
16'- )
15'. .'
14'- s"
11-10"
,s- r-
It- g.
It. .r'
Sl5
m
x-J
~7
i~
~
5-43
475
I~M
I~"'J
1m
102.
1~4
W
1109
378
,
tr- 4"
20'-11.
~- ~
13' - If'
IT-10.
IT- I.,
16'- 0"
~'- ~.
23'- .,..
n- o'
7!t - ~.
''1'- a"
Ia' - ~.
la' - J'"
If- j.
16'. 3.
!
T,lJli 5: rsaAfU> roo w:.-s
. ~'W RtXl ,Ij.tJ. ~ <j FI1t C.~T P(JST *1 is(U TED FOOrnc
r~ 00.01 usrm '1iK) ;(t0ClT'r t..fUT LO~S
100 W'H 110 ~ 1 n !.Ai
FOOl}(; M t ~lE
F<U<lO com 1'(
l' -O-X " -'J"X ,.-rt'
1'-.-X 1'-4""( 1'-.'
1'-6"X J'-ox t-1"
1'-0 1'-0 t-rt'
,'-8"X 1'-0 1-0
t -0"'1. t -0-'1. t-rt'
"-6"X t -6"X t -6'
21
M
16.3
187
m
)~
46J
25
72
l~
156
m
2t-1
~
21
61
115
1~
1'36
m
JJl
25'. I
23'-1"
2t - 6'
21'- .'
z<r. .'
11- 5"
13'. ~.
SlUT ,
ScoJ
~ 3
P9.(-CAST ~\8 1/ :JJI 5J.a(-c=t1! Jt BA01U O\(R sua
l'-n I'-.-x 1-." 117 'l7 56