HomeMy WebLinkAbout94-4217
BUILDING PERMIT
Permit N'~
CITY OF ZEPHYRHILLS
(813) 788.6611
4217 13
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Pmpeny Owne' ~~ -L ~
Job Address: ....s d (:l,u~
Parcell.D. # is '"':. db ' rJJ - (J /./..2... -- 0 ad-C/o -- 0/ /'0
Radon Gas: &-:L $I
('~~~
Date
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Water Meter:
T,I.F.'s:
Zoning: 2 Energy Code:
Description of Work/( ~e:?A? ~
NO OCCUPANCY BEFORE C,O.
FINAL
~~ .q<-f
DATE
Complete Plans, Specifications and Fee Must Accompany Application,
All work shall be performed in accordar<:"e with City Codes and Ordinances.
C,Q,
DATE
Signatur
Company
Address
Telephone#
Valuation or
Contract Price
c:2.J..( 90. c/O
,.
City License Registration # / b 0
State Certified License#
tb /2 llA.hU1
BUILDING
Ft<. 1,-ID.-q~ ~lJ-
Pre SLB i. IV. q l u...
Lintel
FAM. ~ ~
Insul. CL ' _ C1.
WL ~'-' 1JLlY
ELECTRICAL
PLUMBING
MECHANICAL
Tp, Serv,
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
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. '
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APPLICATION FOR PERKIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
JOB ADDRESS
/lrJw/J/UJ vPR.J)/1P
~P'-:/' d72/J )1/AtlE~i.V
..r19 hi 1i
PHONE-Z! ~ - f) J IR
OWNER'S NAKE
OWNER'S ADDRESS
/1 ;iF,
LEGAL DESCRIPTION: LOT(S)
BWCK
SUBDIVISION
/ S"- ;)6-~ /- t)tJ:;p-tJ~ :JOt) -OIl!)
.
WORK PROPOSED: ~w Construction -"ddition ~teration
PARCEL LD.'
(OBTAIN FROM PROPERTY TAX NOTICE)
____Repair ____Install
____Sign
____Move
____Deaolish
PROPOSED USE: ~ingle Faaily
____M/F
____, of Units ____M/H
____~ercial
____Indust.
____Swia. Pool _Other
____Restaurant & Health Departaent Approval
DESCRIPTION OF WORK:
.s c..R E ~ /II .e.L>tJNI.- CLJ/I/ c..,eE ra;.
BUILDING SIZE: Iff' X //1, ..... i'.:lLJ Square Feet, 9-j-p tf ' Height
RESIDENTIAL:
COMMERCIAL :
ATTACH (2) PWT 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 REOUESTED
V BUILDING
$
;;)1./9#,00
Valuation of Total Construction
_ELECTRICAL
AKP Service
Florida Power Corp,
W,R.E.C.
_MECHAlfiCAL
$
Valuation of Hechanical Installation
_PLUKBING
GAS
ROOFING
SPECIALTY
TYPE OF CONSTRUCTION: ____Block ____Fraae ____Steel
/Jt.IA/YI.
Other
FINISHED FLOOR ELEVATIONS:
FT.
IS PROJECT IN FLOOD ZONE AREA?
YES NO
*******************************...********
Signature
CONTRACTOR SECTION
~:L COKPANY /lu /1~u~,
, State Cert. or Regist. , CRc.O..;j>i/b/i"O
City License Registration . /~~
*****************************************.
BUILDER
ELECTRICIAN
COMPANY
State Cert. or Regist. f
City License Registration .
**********************************.**.****
Signature
COMPANY
State Cert. or Regist. ,
City License Registration f
**.******.......*..***..*.**.*...**...****
PLUKBER
Signature
COMPANY
State Cert. or Regist. i
City License Registration ,
**********************.*********.*********
HECHANICAL
Signature
OTHER COMPANY
State Cert. or Regist. t
Signature City License Registration t
***********....**********....*.*..**......
APPLICATION l::=~~""'''1!;~;~:-.':.?''' " r z A__J--;~"-6;hcER.
~
.~?'!:........;,'.".''''-'1'...''.~.,>>;,'.~~t'.....'.l\;,;
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this pertit lay be subject to "deed restrictions" which JaY be lOre restrictive than City
regulations. The undersigned assUles responsibility for COIpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with
state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor lay be
cited for a lisdeieanor violation under state law. If the owner or intended contractor are uncertain as to what licensing
requireJents lay apply for the intended work, they are advised to contact the City of Zephyrhills Building DepartJent, (813)
788-6611,
FurtherlOre, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the
"Contractor Sections" of this application for which they will be responsible. If you, as the owner sign as the contractor,
you are indicating that you, rather than the contractor, are responsible 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 "Florida's Construction Lien Law - HOJeOIDer's Protection
Guide" prepared by the Florida DepartJent of Agriculture and ConsUler Affairs, If the applicant is sOleone other than the
"owner", I certify that I have obtained a copy of the above described docUlent and prOlise in good faith to deliver it to the
"owner" prior to COJJellceJent, -
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the inforJation in this application is accurate and that all work will be done in cOlpliance with all
applicable laws regulating construction, laning, and land developlent,
Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or
installation has cOlleDced prior to issuance of a pertit and that all work will be perfoIJed to leet standards of all laws
regulating construction, City codes, loning regulations, and land developlent regulations in the jurisdiction. I also
certify that I understand that the regulations of other goveruental agencies JaY apply to the intended work, and that it is
IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not lilited to:
t DepartJent of EnviroDlental Regulation - Cypress Bayheads, Wetland Areas and EnviroDlentally Sensitive Lands,
Water/Wastewater TreatJent
t Southwest Florida Water HanageJent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
* ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways
t DepartJent of Health , Rebabilitative Services, EnvirODJeDtal Health Unit - Wells, Wastewater TreatJent, Septic Tanks
t US EnviroDlental Protection Agency - Asbestos abateJent
I also certify that, if fill Jaterial is to be used in Flood Zone "A" or MA,etc.", it is understood that a drainage plan
addressing a "cOlpensating volUJe" will be sublitted which is prepared by a professional engineer registered in the State of
Florida prior to perlit issuance.
A perlit issued shall be construed to be a license to proceed with 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 frOJ thereafter
requiring a correction of errors in plans, construction, or violations of any code. ,Every pertit issued shall becOle invalid
unless the work authoriled by such pertit is cOJJenced within sil IOnths of issuance, or if work authoriled by the perlit is
suspended or abandoned for a period of sil101lths after the tile the work is couenced. One 90 day extension of tile, lilY be
allowed for the pertit with fee charge of $15.00. The extension 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: YOU 0 F COHHENCBHENl' HAY RESULT IN YOUR PAYING TWICE FOR IHPROVEMEMl'S TO YOUR
PROPERTY. IF YOU TO OBTAIN FI CING, CON T WITH YOUR LINDER OR AN ArTORNEY BIFORl RIlCORDING YOUR MOTICI OF
COHHENCEMEM!/1'C S UN $2,500 IN UI DO N NIID TO RlCORD AND POST A IINOTICE OF COHHBNCEMENT".
/ ~~-
SIGHATURE: COHTRACTOR
STATE OF FLORIDA
COUNTY OF fJA5~ n
The foregoing instrument was acknowledged
before me this ~ft5T 1", 19-fr. by
~V ~~AJ/&L.s
wtlo is persona ly known to me or who has
produced
as identification and who did/did not
take~h. ,Jg /3.
;{~~J.-/~ ....~
(Signa u e) ~
kA-rHt.EE~ J. . ~.n.J
(Name Typed, Printed or tamped)
NOTARY PUBLIC
STArE OF FLORIDA ~
COUNTY OF IfI-s tJ 0
The foregoing instrument was acknowledged
before me this ,'a<tu.~r J? , 19~ by
At--l5dr 5fN_S"
who is personally known to me or who has
produced
as identifi ation
take h.
'Ii
KATHLEEN J, BROWN
r; "".,~: :! rlr:~"'''''
My G;; :", (:"0. f"J'.. i~35
Corr:m. , ~': C.;oC :',1
~
KAntlEEN J. BROWN
Stale of Florida
My C;;nm, Exp. April 2. 1995
Ccmm, # CC OSS6~ 7
o
o
o
38545 Palm Grove Drive
Zephyrhills. Florida 33540
ACE
ALUMINUM
Job No,
Phone: (813) 782-2616
SOLD TO
ADDRESS
SHIP TO
DATE
PHONE
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PERMIT
.1/0 .- {;2 S~ PRICE
.:::?' TAX
The undersigned agrees to pay TOTAL PRICE ,,7 'IqO...Ot:J
INSTALLERS IN FULL ON COMPLETION DEPOSIT
BALANCE C.O.D.
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FRUiT 'HALL PIjRVJ
EiX<: 80.\1 ~-
l' x 2' x 0 O~4' Of'L~ BAD< A TTACl-'ED
TO f?~T POST 'Mr~ 110 , 2' S'4S \lAX.
5' FRO'" [ACH PVRL!" A.~D 24' DC.
FR~T A.NO SlOE Bono... RAilS rtl~
ATlACFD 10 CCt<CR~T[ 'Mrrl ,,'N, ~r
1/4' x 2 1/4' "ASOiRY I)JICX SET~" ,
l} 5' FRO\l EACH POST A.~D 24' O,C . , .
"AX A.~O NAllS A \liN, Of I' ,
FRO'" [DC[ Of CONCRETE
TYPiCAL CORNER DETAIL
~;, 1/~~4x. ~~NL~2R B~~ERS -f=~- " ' ~
PER 4' P AS(L ACROSS THE
FRC~T 11.'<0 24' O~ c(~:t:R ~ _
ALO'4G l'riE SiCES (MLK ON~ __
2" x 2", 2' x 3" ~ ------
HQlC'N St:E SPAN 0---------
T ABLE HEADER Z__: ~ _____ Z
C!'AJR RAIL A.~D ~ ~
KICK P1.A TE
2'x2'x0044' ~
HQLO'N RAIL ~ L
-c~ t , .-:?--.....
POST ATTACHED TO 301101,1 /,.,'"
M1'rl MIN, 2 110 x 1 1/2" . , , , , ,
,N SCRE N BOSSES . ',','..,'
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1/4- . 2 1/4- ~ASCNR,( A.~KHOR ..
AT 5' FROY EAI)i POST A.NO
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TYPICAL UPRIGH T DETAIL
'NlNDCW FRAMING CAN ATTACH /'
DIRECTt Y TO HEADER
CGN'1t:NnQNAl FRA'-liNG OR
ALI~l.l,~.el.l CO~R Sl"S TEI./
Si1EETING B01'rl SIDES
C.lASS 'NlNOO'1i iNSTAlLE~
PER '-IANUFACTURERS
SPEelFICA nONS
~
~
SWD ROOf
18 x 1/2" SI.IS 15' 0 C.
IN ALU!.IINI,;M S<lEE TING
ALUMiNIjM S<lEETING OR
V1N'1t
~
TYPICAL SECTION GLASS ROCM
NOTES:
SlOE WALL HEADER ATTACHED TO
l' x 2" x 0.044' OR 3ETTERMn~
\In 2 #'0 x " S!.IS
SlOE WALL P\JRliNS An AC11ED TO
I' x 2' x 0044' OPEN BACK
Mrrl ..IN, 2 1'0 xli /2" SlAS
IN SCRfN BOS SE S
3 - " 1'0 SI.IS INTO SCRE'1i stOTS
2"___ EXTRUSION PER SPA.N TABLE
l' x2" EXTR, \ II!", 3 1/2" CCNC, stAB 'II/ 5,5
10/10 W,N,\I. CR F:8E.R l.lESH
F' 9 ANCHOR ,'x2"x0044' PLATE
" " , . ., TO CiY'IG. '/1/ I/4"x2 I/t
VAPOR BARRIER CO"<O, I.N~ORSMl'riiN 5'
Cf EA. SlOE Cf EA. POST
@ 24' O,C. i.lAx:l.Il;\4
ALUI.I1'JI,;M CO'ltR OR
r STRUCTURAL iNSULA 'ED
AlU\lLNl;i.I
POST TO BASE AND
POST TO BEAM DETAIL
2"x2'x1/8' ANGlE [AC'rl
SIDE AlTAC!' TO POST
AND CONCRETE TO POS T
ANO P1.A TE 1Il1'rl 2 I' O.
'/2" CCRROSiON RESiSD'.f:
WA SHER HEADED SCRE<1'5
/ " x' 2" EXTRUSiON
1500 PSI C(}.jCRE TE
:~l ~:!'j. 'N/ 6.5 '/01.1.
. , ' . ' lJ., ' " " '.' DR Fi8ER MESH CONC.
NOTE: NO FOOTING REi)JIRED EXCEPT
V.~~E.N ADDRESSING EROSiCN
2" x ___
SEE T A8\.E 2 "
AL TERN ATE CONC.
ANC,XJR LOCATIO~j\
' 1/8' !.IIN. IN
CONCRE TE
HEADER A T1ACl'ED TO PQST
'.11TH MiN, 2 110 x 1 1/2'
l'l SCREW 30SXS
2' x 2", 2' x 3' OR r x 2'
HCUOII SEE SPAN TABLES
CHAiR RAil AlTAC11ED TO POSTS
'Mr~ !.IIN. 2 1'0 . 1/2' SMS
IN SCREW BOSSES
ALTERNATE POST TO BEAM
AND PLATE TO CONCRETE DETAIL
NOTE: '.It' 1$ T'eI( ROOF SP AN CLEAR DISTANCE FROM
RECEIV1NG CHANNEL TO FACE OF SEAM,
" x 2' x OOH' OPEN BACK
Bonoy RAil
PA."~ OR OO!.lPOSlTE PANUS.. V~CO~OSiON
RESiSTl~t, ~Q/S.: RIltiSANQ10REii "M, 11i #10
x '/2. 031 PA.'i INTO RECEMNG CHANNEt ANO
, ,'0 x '/2. @RIQr.f: CAP cO{iN(~.nON TO
RECEiYlN~ Cfl,\.~NEC' COMPOSiT( ~flNns USE
1/4'i (hl/2') l,i,G SCREWS./tIiH 1/4' '!lASHERS
l'riROVQ-l RECEIVlNGCHA'lNfL F~Y TOP.
CAULK,All CONNECTIONS. .
HOST
S TRUC TlJR't.
OR F AC1.A
_______ (l.TEl:'~O OR BREAXI.IET Al
FASTENER DETERMiNED '!Q.QE~' 0032' I.IIN,
BAxD ON CONSmUCTION
IS HOST STRUCTURE
CONNECTION TO HOST STRUCTURE
NOTE: CONTRACTOR SHALL PRQV1DE ~RlflCAnON T'rlAT T'rl[ HOST STRUCTURE is STRUCTURALLY
COMPARABLE TO T'elE STRUCTlJRE SHOWN (M08IlE HWE OR CON\'ENTlONAL CONSTRUCTION)
AlUWMI ATTACH!04ENT \
3 1/2' CONCRETE stAB 5 x 5
'U.F. OR Fi8ER ,IIESH CONCRETE
. , , ~"It '"
I,1SOOENE VAPCR BARRIER UNDER StABS
HA\1NG smUCTUR[S ABOI'(
'//ELL CCI.IP~CTED O,EA.N flLL O~R SACRlFICED
NA I1;RAl SOIL 90". RHA n\~ DENSifY
1
VARIES
3'
.L~
.~
CONCRETE FillED BLOCK STEI.l WALL (exs,i5 CMU)
" INSTALL RIGID FOAY iNSVLATIONNiO AlUlJlNeM ROC( PA.N
2 COltR INstllATiCNMiri D DIg" PROi1:CTOR PA.NEL 'tilTH OltRLAPPiNG xAI.lS
3. iNstltATlON PANEL 5l'ALL 8E ClOSEO '1<I1'rl A1.UI.l.N\;.... END CAP TO S(C1JRE INSULATION PlAWJENT A.NQ
TO DISCOI.:RACE THE NESTING IS \\1LDUF[ AND OR iNxCTS
4. PROTECTOR PANEL 'Il1LL BE xQ1JREO BY 18 . 5/8' CORR05JON RESlSnI'E WASHER H[ADtD SCRE<1'5
5, S~'N PAlTERN SHALL BE 12' eN ALL PERI!.lETERS A,~D 24' OC. FiELD ON EAC!' PA.NEl
5, ALUl.li,NUY [NO CAP IIlLl SE ATTACHED 'MTH 3 13 x 1/2" CO<R05JON RESiSTlI'E WASHER HEADED SCR('<1'5
7. xA!.. ALL SCRE'N HEADS 'M 1'rl CAULKiNG
5' x 12" CiY'CRETE FOOTING tolTH , IS CONTINUOOS
LOCATE ON UNDiSTURBED NAT\.'RAl SOIL
1 IS ItR TICAL A T CORNERS A. ND 10' - 0' 0 C.
RAISED PATIO FOOTING
NOTES:
'N/2
At""", '" ~
"q""u:<,,~ I
TA?tC~~2S~'t 2'lENG :(.
Of 2' -Q' 9~A~ifi~J (
~:a,,'.,l '''11-ll~~1J,)" 'II. l.
WA$(J(RS 2,.,.0 \lC.~Ag.NG
ANQ-l It ~'IQ.C\\'iYt'4 K~.EE
BEA,lI< 'jQ-jQ~ ~'..t.\'1l
I" ,J,.Nil':'NASHERs"l'
TO St:lECT FRCNT 'NALL8EA,1I
FROM TABLE UX LARC1.:R "L'
VALUE Cf '11/2 OR w/2+0H,
w 2
l~:' 8b.\n,N~16JN~! MAt
,.(~Jb~", .'-CQt'\;('fSPA~iNG
'j;',SEt TA" ES
UN, Sl.~~.i;jIl;KN~SS- fOR SlAB
ON OODE 3. 1/2' C~CRE TE,
tJ
"It VAR:ES
" x 2" x ONO'
J.
~~~*~7_;;it~'~~i\i~$[1'~mc( 4
OltR'riA'.G VARIES
2'-0' MAX. -+
3 1/2" StAB
ON GRADE OR \
RAixO FOOTING
-r
"L' "If
MAX. BEAMj MAX, \' x 2"\
SPAN UPRIGHT I
TABLE LENGr~ -1.-
VAR:ES NO MAX. (ELEV. StAB OR ON GRADE)
'Nl'lCAL ClASS ROCM 'M1'rl SOlID ROOF. TYi'ICAl FR'JNT ITN FRA'AiNG
. (HEICl1T OF UPRICl1T IS !.IEASURED FRQM TOP CF l' . 2' PLATE TO 80TTOII Cf WALL BUI.I)
TYPiCAL ~~W AND GLASS R~l1'
/" SOliD COltR -+.,,"~
-Ft
MAX, '/I1011i 53"
ROOCl1 OPENiNG
. -H-
UIN, 2' . 2' xC.OH'
(TYPICAL)
VARIES
=F~
SHEETING 80TH SIDES
, ,/2' x 2'
2"x2"
SUB 3 , /2" 1.1 iN, ____
(SEE DETAil)
TYPICAL SCREEN AND GLASS ROOM
NOTE: THE HOST STRVCNR( WST B( C'&p"8lE rJ SUP?DR~NC 1\<( Al~I.l:NL'1I S:R\JCNRE TO 8( mA~EO TO M: HOST STRVCNRE, GENER.A:.LY ~E
CONOInQN CF THE EXISTI/1G STRVCNRE 'MLL INDICATE ~E SrRUC11JRfS CAf'ABI\JTY, ~E FQLO'MNG CCti0l11OOS~OST STRUCNRES Ail!: C.AJ'''8lE
rJ sup~mlC ~E ALI;YINtll S TRVCNRE TO BE A mCl<EO;
1. II.ASOORY WoIl.LS, 2", 4' fRAl.<€ CONSiR\.K;nOH WALLS, ril!: O.ONHREO 'HOCO T1lIf>'S<S VI/ ~ 'tx 6' SUB fAOA AND ~ TRUSS O\tRliI\..'IC CF UP
TO ", I\.NO/OR A1TACl<II.ENT CF ~( ALI;II.NL'lol STRVCNiI!: ~R(\)CH T',<E " FAOA TO ~E T1lIf>S B\Jl1S '/1/ ~ IIAX:WII :E c' 1RVSS O"tRH"I4C.
2, I.lOSH H()I,l(S I.lANur AC11JREO /.fTtR 1984 AND BUIlT TO ll<E 1984 I<\JD STI\.~OA,'CS 1Ii'(RE 11<E AN~S ARE INTO M: TRVS; B\Jns.
1 CONOlnONS NOT CO"tREO A601t: SHAlL BE R(\lE'~D BY M: ENGINEER TO DE f[RII.INE ll<E HOST STRVCNiI!: Io[)(iJJACY.
4, IIlL 1\lIJSS S'f'>T!:I.IS SIVLL HAiti: ~ I.l~Xl)jI;\l SFAONe CF 24' O.c.
5. II.OSH HC'JES NOT CONf~I~C TO 1HE S1A!lOAPOS ABO'( SHAlL 1iA'i( A snr SUPPOR~NC FAJ.lE Io[)JACl:NT TO 1HE 1I000LE H()I,lE [.'I UEU CF
NOTE; Fi8ER l.lESH CONCRETt: DotS
NOT REQUIRE 'MRf: UESH
f1A T StGPE I NO FOOTING
o - 2" /12'
MOOERA i[ StOPE FOOTING
2"/12" - " - 10'
SLAB DETAILS ADDRESSiNG EROSION
STE(? StOP!: FoonNG
> " - 10'
12" ?A'lS 00 C~T'.N\JOOS CO~R
RiGiD INS:'.IlA nON
~ #8 x 5/8" CORROSI~
RESiSTIlt WASHER
HEADED SCR[/!S
12'
1
9 4 - 0 0 0 6 ~.\
. ,.\.... ,'"
'~I-. .:
TYPICAL PANEL
~EE1S me RWJ1~ 1
CF ~A?TE~ I2'JS SSC 19')1 m
CA It .~E'IISl(NS ClCK
1 94
~b
~t 'sf
::toza
~1f~1o
l:iij"'~
< '..J 0' '-'
15"'~~B
~o~1-5
",z88g
5~a:a:
R~:"2;
2~,-,~U
~--~>:jv(
5w.:l~G:~
u2>-0."'.
",,-,~zi::'b
;lcrJ ~":.2>-
~w!!;5.:1~
15/joC5U
ocs:;'<<
~~"'~~~
~~f5'ZiX~
= o-p~
~'OS~~5
~cuV\g'Q
\2~~.311:
::;<3H~aw
~g:g~~a:
"''''
g~
~:!
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2:""
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ai:i
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o
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o
:J
o
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~
@,
gf~
~~
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@) ~ ~
~1l ~ ~
L!.!.J s1 ....:
~ 15~g
~ I VIe;:.
@ ~~tJ~
~ a~~~
...~
'"
2
':l<([T I
~
CF 3
HOST STRlJcrUF1; ~ FJ.l::.A 1: ~-F,l.ClA C(:K-tCXN R(((:F1).{)41'S F~ vm)JS
LO,I.D CQO r1CNS
Lc)o ceo n.)o(S
~ \UOOfY LOM CVD + U',( LOADS
CUSS ROOiS
HOST STRlJC11JF! 100 'JNi 110 \flH 12O!PH mt; 3211~ 57//SF
l. CCtlQ\'(;( '1."11-1/8" roJl:nlt sans. 'z" o.c.------>z ., l' O,C.
2, '1IXf) fR).1lf: 1/."12" LAG SCREWS ., s" o,c.------------>2 ~ ," o.c.
~, 't1.'frt, AI<O ~rs
il0ST STRUC~ 100 l~ 110 ~ 120 l~ nlfJ m/<:J 57//SF
l. I~Tt 11."11-1/3" cum!! so<(,fS ) lZ' O,c.----.;->2 .,,' O.C.
2, '!t)OO f"P}lj( 1/."12" LIoG SCREtS ,) 12" 0.c.----------->2 ) I' o,c.
NOTES: ';'t)((J Sf?l.JCMlS '}1Ct.1..O W<<CT TO TRUSS OOTiS ffi :tiE m F~
fR)~ ;W! ~ CH. Y I s..t CI $($(1$ C."'l ~ CI.I1SJC€ ThE
1RIJS) 8lJTTS/'3le FAOA m:> J}IO~<: ,IJ\!.~ ~,1U HA~'i: OOJiH NlO~
.lU SO<i"IOS :iHO itl HOST Sffi'J..;nJRf Sl1~L rW,~ ~N HI" 'it~
~ JV.u 8(~As;,(R H(ilC(:) $C9('l"$.
12" x 3" x 3105-H14 RISER PANEL
.1 r ).~" i
~[7
!
lY x 3" x 3005-H28 RISER PANEL
1 r)'~'i
[7
!
PRCHRnrs
12"
?
~
1
O.OJt
0024'
i'llI:1'ER r.rs
12"
1
1
Q.CJt'
12" x 3" x 3105-H14 RISER PANEL
1 r 'l~" i
[7 ~
1 ;2" 1
f"iII)?U 11{ S
o.~
A . \1.400 ",!., . 1).5&4 pH
I . +<l.4.38/-\1.211 ;,.4
A . 0.600 ",! 'fT . o.M pH
I . +0.610/-0.423 n.4
A '" 1160 ..2
'fT . 0.117 pJ. I. 4
I . +o.5nI-a.~ ill.
A . a.~ ",I
wT . 0.717 pH 4
I . +\1.781/-0.711 ift,
T.Aa! 1 WAX. R<<1 pm ~,"'6 FCR C,~TS. mrn Jc \'~Tt ROO.IS
.AJ.Lw.tUiI ~TRY ST.I....,~ AU.OY 3:05 H-1. 3: H-25
pm 'lZE FCR P..~ '1,1.14 IJ~ '" "_/2 + 0Jt" ~ OAA~~~ ,
10":( It'x o.m- _'fO O.H.__" 0.H.---2' O,H._S O.H._
100 lof'H 'I, LCJD t.'-}" 14'- S" 14'- g" IS'-~"
110 ~~ f. LO/oD It- II" 13'- I" 13'- s" 14'- 2"
120 b<PH ... LC)O 11'- II" 12'- I" 12'- 6" 13'- r
10":( 12":( 0.032"__
100 !S'H ... LCo\O IS' - 6" 16'- 8" Ir - 0" 1 r - 5""
110 ~ t. l~ 15'- a" 15'- 2" I~'- 6' \6'- \"
120 '..'f'1i '( LQ..lD IS- 10" IS- II" i~'-." 16'- a"
NOT!; sm~G (:J' 11"( ?....~ V'{rel~1G is R(i))./!.I(N({O. if snTCHiNG IS NOT
PRQ\<<D'I"Cx 1/2" ~ .) t o.c. j};(!'l ?EiX!(:( l11E AOO\t
~^,\Q BY 20.t [X)j,jpt[; lO'X 12"X 0.025" 'It/ NO a.H. SPA.'1 11'- 3"x
(1~~ - m) '" IU5'x 0.00 : 9.0' : 9'- 0",
~ANUFACruRERS PROPRIETARY SUPPUES
T A5LE , UA.( P;<';iJ S~ TEY SP ,1.'1S Fal ROY At '-lU~.'lt;l.I SlJftR PANS US[::J ('f4
SQ;ID;\llit RC0.IS !c C.WffiTS{~H ~ltr.iltCS)
. PRWJCT P"ltNT , .,918,893S
AlUUiNl:-il1,l AU.OY ~105 H-Z8 IJINI:4l,,\1 '1(l.D .30,000 ~
P.A.~ SlLt fCR P~ SPf.... U~ '" "'/2 + O.H: ':tI DRA',IHCS .
llL'() LOADS CH Cf'(N WIlDiNGS SUQi AS Sq;l:EN!,~NY1. ROC!olS ,It CAR?CRT$
15""X 12":( a.02L~~ OH__" Q,H._J O.H ____J' O.H _
100 Yf'H t. LQ,I.D 1S'- 5" IS'- s~, 15'- 10" 11-."
110 ~ 'I, LO/oD 14'- 10" 1.'- II" 15'- j" 15'- 10"
120 !S'H( LO/oD lJ'- II" 14'- ," 14'.~" 15'- 0"
2.5":( 12"X 0'0'Z8___________
\00 ~ I. LCID 1a'- I'" \9'- 0"
110 \4PH .... LQ,I.D IT- ," 'T- 2"
120 !.If'H t. LQ.AD 15'- ," IS'- r
2,5"X '2":( 0.0})
100 )S'H .". LQ.I.D 19'- 10~---,9'- II"
"0 lolPH" LQ.AD 1 T - 11" 18' - 0"
120 UPHl. lC)O 16'- 10" lr- 0"
2.5":( In o.o'~__________
100 lJf'1-I 'fI, LQ.AD 21'- r 21'- ~
110 ~ ., LQ.AD 19'- S" 19'- ~
120 1Jf'H w. LON) la'- 5" 18'- s"
19'- .;---l'r - --r-------
IT- s" 18'- 0"
is'. r IT- ,"
'N- 2"
18'- r
IT- r
-20' --r------
18'- 9"
IT- 10"
21'- ,,"
19'- II"
1S'- 10"
-~4"--
'N - ."
19'- r
48:;;~~j~"~~~31 Q-5:;;H14,.. COMROSI fE" PANEL
f ~ r
~ '
r-1i1111'1'1'1'I'I'III'j"'I"Jj'dl'jlll,I,'111'1'1'1/1'1','111'1] <-
l-,
0024': r.f1" 17<< n.41 [l, P,I,'l(t ca"~c:1Ctl ctTM,l1(U)1T,It.
o.OJ2" : :ell", 0.871 ",4 I It. TO :;,1Jf
l.~ I EPS o::f! 006 \Y
48" x ,f' x 3105-H14 COMPOSITE PANEL
I ~ r
~ fiTiTI1"i II 'I'll, !,',1111'1'1111111','I'I'IIIII'II,'I'I'II,',IU <
r-
'..
0.02." : ~ . lOJ2 iI. 41 It. P,I,'tJ,. C11*C1'ICN c.tT.IA. :N(((.ltT,l(.
0.0Jt'; :.II'" 1,100 ",41 It. 10 <J'Nf
l.~ I EPS WI{ CCGi \Y
YANUFACruRERS F'RCf'RJETAAY 9JPf'UES
TAaf 1: ~'A R<<I' SP,....s FOR ruT[ P.'H1, ~TS ~ OR
SfRIXlU1W. P,I..NUS. oc
.ij,1;1.GHI.:l.I CC'..lPro!! P.4.o;ns sm..,Nil) P,I,'*l, 't/~I.U,.~'1A ~EArHlNG
3'05-i1t4~-25 AU.OY 1.0 1 EPS Coot ~TY
,;!NO L CADS
SCfUN <l: Vi.~it R~S. ~rs. A:() Q!l-tR ~ [).u'~.;s
~. o.Ql~~ ____'lO_O.H, ,,:1,,~0fl...: t _O.H._--:-}' _O.H._
.,OO;-......-'H II, L. t4'- r<ff:t::~-' I~'- I" 15'- 9"
110 I,jf'H 'II. L. IS- 4" ,3'..:. . 5" IJ"- I'" 14'- r
120 J.IPH '/I, L. It-." It- s" It- II" IS- ~
J"l 0.02."_
100 \Jf'H1I.. LIT - 9"
110 f.lPHI/, L. IS' - r
120 I.IP.-t 'N, L. 15' - 0"
}"x 0.032"____
I 00 lJF1i1/. L 20' - r
110 UPH ';I, L. 18' - I:t
120 o.IF1i 'ii, L. IT- 5"
coo + U\{ LON) ,t (j?/~Ofl LOAD (fKtt<<S 2 1/7 CVD LOAD)
AU. 8U1lD~1G T'tffS
}"x 0.019"___
221i~ It - 0"
321/~ 10'- 0"
5711~ T - S"
J"10.02."_________
ml'J 14'- 8" 14'- 10"
3211~'- 't 12'-."
57'# - ," ,9'-."
rx 0.031'________
Z11/~ IT- 0"
3211<j 1.'- 2"
57'# 10'- g"
lr- II"
16' - ."
15'- 't
2<f - )"
la' - I'"
'T- s"
11'- t'
10'- 'f
T- 'f
IT- 2"
1.'- r
10' - 10"
18' - J"
Is' - )"
1~'- r
21' - 0-
11- ."
'T- 10"
12' - a"
10'. 9"
a' - 6"
15'- }"
It- 10"
'1- 11"
11 - s"
t4'- 8"
11'- 5"
la' - 9"
IT- ."
16'- 2"
~~
Y"....
~~
~~
j~
g",
bl~
:;
~:2
o
:g~
~~l
~~~
g~~
~~~
21'- 6'
19'- 10"
la'- S"
13' - 5"
11' - a"
T- r
15'- 10"
IJ'- r
10'- ,,"
1,3'- \"
15'- 5"
It - ."
9 4 - U 0 0 0 ,1
POST:
J x J" x a.cm' ~ 0.12 1.19
~CffD r1
S' 1 J" l a. 09J" 5C&J 1.08 1.19
SCAU<HO r1
S' 1 J" I O.l~" e<6J 1.44 1.17
SOol.LCffD r1
4" I ." 1 0.1~" 00 U4 1:.8
SCAUCffD :1
MEETS THE RF.OU!REMENTS
OF CHAPTER 121)5 SeG 1991 EO
0Al( ~ Q-x
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~ 3