HomeMy WebLinkAbout00-9281
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
09281
J lJy /00
, ,
Date
4S.0;
BUILDING
ELECT~CAL
PLUM~G
MECH\NICAL
Sewer Conn
Water Conn:
Property Owner: 'J' ohY"\ L~ Ie
Job Address: b , 0 S I 'f~ .f.,..
.
Parcell.D. # 2- )&- )/- 0 I ~o~ oovoo.
Water Meter:
T.I.F.'s:
os-6o
Zoning: Energy Code:
Description of Work -AI v. ,'V1 Ro c,
Radon Gas:
Ovfl./
NO OCCUPANCY BEFORE C.O,
FINAL #-A -t!> P
DATE
C,Q.
DATE
Inspector ~
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
City License Registration #
State Certified License#
(4
Permit Fee ~ t'~
_ Signature ~ --z::-.-ce
Company
Address
- Telephone# ~ \ -6( 'is
IL1-
r)o~
Valuation or
Contract Price
Y '1 IZ
.)5'
P-PJ",N\U bu.&.../d
BUILDING ELECTR CAL PLU~ BING MEC\ ANICAL
Ftr. Tp. Servo SLB Breakers
Pre SLB Rough In Tub Set Ducts Insl.
Lintel Meter Can Water Compressor
FRM. Const. Pole Sewer Final
Insul. CL Pool Final
WL Pre-Meter
,
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons. a
charge of Fifteen and 00/100 Dollars ($ 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.
APPLICATION FOR PERKIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
OWNER' S NAKE
~~~ Lo~
, 1 ,\4- ~ r
PHONE ; I ~ 2...- b c> l k:,
L ( l-l-lllJ (~ "1 J 5'\.{ 0
OWNER' S ADDRESS ,( 0 S-
J- fNfV.-
JOB ADDRESS
rb
BWCK
SUBDIVISION
LEGAL DESCRIPl'ION: WT(S)
PARCEL LD.' .:2. -J..~~ '\ ~~ \~ - O()OtJ\) -o5'c. t>
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPOSED:_New Construction _Addition LA1.teration --Repair _Install
_Sign -.JIove _DeJIOlish
PROPOSED USE: -LSingle Faaily _M/F _, of Units _M/H
_ec:-ercial _Indust. _Swia. Pool _Other
_Restaurant & Health Departaent Approval
DESCRIPTION OF WORK:
~ \v.....~
~cO (' () tf'4L C'f lh ~ f2L L\ ~.4L (lwF
Square Feet. ;).l, J Height
BUILDING SIZE:
x
RESIDENTIAL:
COMMERCIAL :
ATl'ACH (2) PWT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATl'ACH (3) SETS OF BUILDING PI.t\NS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REOUESTED
_BUILDING
$ l\'\.\ 2..---
Valuation of Total Construction
_ELECTRICAL
AMP Service
Florida Power Corp.
W.R.E.C.
_MECllAlUCAL
$
Valuation of Mechanical Installation
_PLUMBING GAS ROOFING
TYPE OF CONSTRUCTION: _Block _Fraae _Steel
SPECIALTY
Other
FINISHED FLOOR ELEVATIONS:
F1' .
IS PROJECT IN FLOOD ZONE AREA?
******************************************
YES NO
BIITT.DER
CONTRACTOR SECTION
COMPANY Q-e.-~ ~ -L-..J
State Cert. or Regist. , -S CL G ~c..L DS3--('1l(
City License Registration' '71
******************************************
Signature _____ C-- C ~~ l pa TI~
F.T.RCTRICIAN COMPANY
State Cert. or Regist. #
SignAture City License Registration #
******************************************
PLUMBER COMPANY
State Cert. or Regist. ,
Signature City License Registration f
******************************************
MECHANICAL COMPANY
State Cert. or Regist. #
Signature City License Registration #
******************************************
OTRRR COMPANY
State Cert. or Regist. #
Signature City License Registration #
******************************************
APPLICATION APPROVED BY PERKIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this perlit lay be subject to "deed restrictions" which lay be .ore restrictive than City
regulations. The undersigned assWles responsibility for cOlpliance 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 lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing
requirelents lay apply for the intended work, they are advised to contact the City of Zephyrbills Building Departlent, (813)
788-6611.
Furtberlore, 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 wltich they will be responsible. If you, as the owner sign as the contractor,
you are indicating that you, ratlter titan the contractor, are responsible for the work. If tbe contractor wisbes you to sign
as contractor tbat 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 I! ~'
D. CONSTRUC'l'ION LIEN L'I\.W (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien Law - HOJeOWDer's Protection
Guide. prepared by the Florida Departlent of Agriculture and ConsWler Affairs. If tbe applicant is sQl80ne other tban tbe
.owner", I certify that I have obtained a copy of tlte above described doculent and prolise In good faith to deliver it to the
.owner" prior to COllenCelent.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify tbat all the inforlation in lbis application is accurate and that all work will be done in cOlpliance with all
applicable laws regulating construction, loning, and land developlent.
I
Application is hereby lade to obtain a perlit to do work and instailation as indicated. I certify that no work or
installation has cOllenced prior to issuance of a perlit and that all work will be perf oIled to l8et standards of all lils
regulating construction, City codes, loning regulations, and land developlent regulations in the jurisdiction. I also
certify that I understand that the regulations of other goverDlenlal agencies lay apply to tbe intended wort, and that it is
IY responsibility to identify what actions I lust take lo be in cOlpliance. Such agencies include but are not liJited to:
t Departlent of BnviroDlental Regulation - Cypress Bayheads, Wetland Areas and EnviroDlentally Sensitive Lands,
Water/Wastewater Treatlent
t Southwest Florida Water Hanagelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
t ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways
t DepartJent of Health , Rehabilitative Services, EnviroDlental Health Unit - Wells, Wastewater Treattent, Septic Tanks
t US EnviroDlental Protection Agency - Asbestos abatelent
I also certify that, if fill laterial is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan
addressing a .colpensating volUle" will be sublitted which is prepared by a professional engineer registered in the State of
Florida prior to perlit. issuance.
. A perlit issued shall be construed to be a license to proceed with the work and not as autbority to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall is~u~ce of a perlit prevent the Building Official ftOl thereafter
requiring a correction of errors in plans, construction, or violations of any code. Bvery peIlit issued shall beCOl8 invalid
unless the work authorized by such perlit is cOllenced within sil IOnths of issuance, or if work autborized by the petlit is
suspended or abandoned for a period of six IOnths after the tile the work is cOlllenced. One 90 day 81tension of tile, lay be
allowed for the perlit with fee charge of $15.00. The extension sball be requested in writing to the Building Official. An
approved inspection lust be logged during each six IOntb period, or the project will be considered abandoned.
WARMING TO OWNER: YOUR FAILURE TO RECORD A NOTlCR OF COffHENCRHRNT HAY RESULT IN YOUR PAYING !WICE FOR IHPROVEllBllrS TO YOUR
PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORMEY BEFORE RECORDIKG YOUR JialICE OF
COHHENCKHENT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOnCE OF C NT".
sl.l~R .!
~
. I
srATE OF FLORIDA ~
COUNTY OF '-;/ /Is Cc
The foregoing instrpm~nt
before me this oZ~
/
~///V /"), CotE
who is pers~ally known to m, or who has
produced / 'E,f!S6N/"ftt~/ AdCu.//y
as identification and who did/did not
;:~~~~ ---
was acknowledged
, "'..;4.CQ by
K'-<..)-
STATR OF FLORIDA.~ '
COUNTY OF ;"//l/E ~ L..,-Y <:..,
The forego{ng inst~ent was acknowledged
before me this ;2. L/ , ~<.IC by
" ;d '-<)-
bAA-r V~..L~u/~
who is per~al ... known to m~r who bas
produced / rre S6A//f/Cy .A. h(JC-VN
as identification and ,lio did/d.!~.~ot
ta~!:*,~/
(81 ature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
(Name Typed, Printed or Stamped)
NOTARY PUBLIC-,-~~_... A'_~
KARl A. WEBB
Notary PublIC - State of Florida
My Commsalcn expires Aug 5. 2IJCD
Co/m'lIUICln I CC552161
KARl A. WEBB
Notary PublIC - State of RorIda
My CommIUIcn expires Aug 5. 2IJCD
Cor1'V'nIIII<ln I CC562161
~"~~~,,,Jl.d'_~~
STATE OF FLORIDA
COUNTY OF PASCO
THIS IS TO CERTIFY THAT THE FOREGOING IS A
TRUE AND CORRECT COpy OF THE DOCUMENT ON FILE
OR OF PUBLIC RECORD IN THIS OFFIC~~TNESS MY
HA A OFFICIAL SEAL THIS-"1.2. DAY OF
2D.:bl
o PI CLERK OF CI ~UIT 90URT
~EPUTY CLERK
111111111111 1111I1111I11111 11111 1111I 111111111I11111 11111111
2000021971
Rcpl: 393663
DS: 0.00
02/23/00
Rec: 6.00
IT: 0.00
Dpty Clerk
'~92~~~~"AN3 : r~s~o fOUNT:, C1.ERK
OR BK 4316 PG 1104
Permit No.
a. -r:1~ --).J .... b 18 0-1; -ci Ir. C)
KcyNo.
SUte o(
t.
NonCE OF COMMENCEM.F.Nr
CoUDIy 0(
nlE UNDERSIGNED hereby lives Dotke tbat Improvemeat will be made to caula ral propenyl and la aooordance wflb
Chapter 113. Florida SUtutcs. tbe (ollowin& iaformatioa is provided III chis Notk:e o( Commeaa;menc
1. ISesa;ptioa o( Property: Plied No. 6105 17TH ST '2..( \-l~\J
(Lelal description o( the property and sueet address II awilable)
ALUMINUM ROOF OVER NO GAS
2. Oeaeral Description o( ImprovemeDt
3.
.. JOHN COLE 6105 17TH ST
Own" tR~tiolJ.: Name * Address:
CJty I Z/f.h\ls Slate ~ IDtercstJaPIOpenr. Ow I'\.~
Name o( Fee Simple ntleboldet (If other thaa 0WDCr):
Address OIJ
PERMA-GUARD IND. INC 6790
Contractor Name Address
~,-4"
M. '...'
t. .:
. .
SCale
118TH AV N LARGO FL
Oty Slale_
~'<<. ~3
Cry SUIe
cry Stale -
5.
SuretY Name
Amouat of Boad: S
Address
6.
Leader Name
Addreu
7. Persons within the Slate o( Aoricb designated by Owner UPOD whom aolkc:s or olbec documeDu may be sem:d as
provided by Sectioa 713.13(1)(1)(7). Aorida Statutes:
Name Address Ory SUte
&.
In addilion to himself. Ov.tner designates 0{
· copy oC the Uenor'5 Nolke as provided in Sectioa 713.13(1)(b). Aori<U Slatules.
10 receive
9.
ExpintJon dale oC NotJce oCCmnmeocemeot (Lbe apl.raoon <Ute is 1 )'C2I tram I.be dAle of rcmrdln~ unks:5sped1k:d):
-~"'- c.<.:.l~
Signature oC Owner: X j~ .17, (!~
The forq:olng In.5trument ....'AS lCUlOWlcdgcd before me ttill
pcnon~llr lncw.-n 10 me or U who produced ..
: n ~ I h.., .-.
,:2./"//.:.:..: ,by_.v-:"JA/;) C'-c.,::..- wbo!:sU
u K1cnliflOllon Ind ,."bo U did or 0.did oot uk..c
.
.. ~ 6
.. .
'-~-- / / ,f :
./, ~,..~ .' ;"Y ./-;../ .
SIcn2lurc of Noury
_.~... ~--
..,
KARL A. wtB8
Notary PublIC - Staf8 of FlorIda
... ElcpIrea Aug a. 3XD
ConmtuIcn, CC552161
PriOl, l)~ Of SLImp Nlmc of Nou.ry
'p""L
EHC~ .
/ 7 5-1-
, /~ 30 '
K.,,~
1<fI6r
/VJ/~N C-~L;
5"-:
G / ().:::J- 1-;;
2 E;0 .# ,y ,t' ,# / d. s
~
_ ~.a ' _.
~UN I HAl.; I
STATE CERTIFICATION.
ROOFING CONTRACTOR - CCC055597
ROOFING CONTRACTOR - RC 0061080
SPECIALTY CONTRACTOR - SCC 052644
SPECIALTY CONTRACTOR. SCC 045074
HOME IMPROVE. CONT. - HC 0001 J09
INSTALLMENT SALES. HR 0046544
Improving Your Home For Good
PEAMAGUARD
INDUSTRIES, INC.
FACTORY
6790 118thAve. N.
Largo, FL 33773
(727) 541-6648 Fax 544-3825
Toll Free 1-800-833-5665
FT. MYERS OFFICE
1222 Hemingway Drive
Fort Myers, FL 33912
(941) 267-6833
Fax (941) 267-6887
Toll Free 1-800-833-5665
DATE
;t- O? - () "
PHONE
YIJ ~S;1-- ~t1J
ZIP CODE
JJr '-(1)
tAJ (5h. ;,1)-'7~(;..: './.J'/~) /'1,,,,,., ///'E./f.J1.d~~ .J)
K6tJh"H-I' S/.J.J,,..., ,
(2.) W /16 .:J;}-'j I::h,~ /J.I?S~ fy P'lyjj~~~,.{, .:J;"'J.,),fi',;, f- 1I~"vr~/H;o,~..., Wn .I}) /JJ,r,
I 1/1_ -f~I;f/~ P lit j )-n-T.
(J.) fj\e,.I4.f~.s ),l:,)/J + ;/J-" 6 /'~~';o .$ /~L~
l LJ) I( I/~ 1,11; f~)'-. );,., ~/,,~I '" t 1110' h,,~,'j-, .-
(.f;) }vt".,,- (;,VI}f';'j ..[.. ~,n.A~,,,.hn-;~ .l~t/"')//J
It) 5 ()~.j:.1 . --t III VI. fi,1 /'-" Ie AI J I .r~~,.. j-, I~ ,-1.;#-,,/1-, t HJ.)p_, J;-
7) rr,',./. .;;:., d., ~(J j- A- j. ) Ph.." 'h) ./J,J t ~ ",1, J t I",... -<II') of,'h I,-)} J-,;., .
1/)"..; J-- J- ~., :J
.B r J\grre hereby tofumlsh material and labor ...., complete In accordance with the above specifications for the sum of:
r,ur ~4fJlI.JN.../ IvJ-.,J 1I",,..,kd f 7'I-,.-J);L .l
Paynww to be..- __
tJ/-,~ C; 7- 1/ ~ IJ~ f44'-'Jllb/ &J.#)/d~.J
,.
e.unnJ.J6 j/;~ ,../ ""-4J.-k
,
-- dollars
($ '-I. 9 1.2.. ~
.-
IJI- ~# /~.. a
).
,/;t' /2,;t..1-
W~A.
,..
NonCE: ANY HOLDER OF THIS CONSUMER CREDIT CONTRACT IS SUBJECT TO All CLAIMS AND DEFENSES WHICH THE DEBTOR
COULD ASSERT AGAINST THE SELLER OF THE GOODS OR SERVICES OBDUNED PURSUANT HERETO OR WITH THE PROCEEDS
HEREOF. RECOVERY HEREUNDER BY THE DEBTOR SHAll NOT EXCEED AMOUNTS PAID BY 'THE DEBTOR HEREUNDER.
,. The contract herein written is the ~te understanding between the parties, and 00 oral modifocalions or lIIIlllIldments shan be made, except in writing and signed by both parties.
2. This contract COII8rlI all materials and/or labor specified above but does not lncllde costs resulting from causes not reasonably known to f>ennaguard prior to ~ion 01 this contract including
but oot limited to costs incurred bringing existing struc:tures into COII1JIiance with building codes, costs Incured by COl'I1lIiance with I'llVision in building codes, abnormat site or grading requirements,
existence or location 01 wires, ~s, sewers or utilities. Arry such costs 10 be paid by PURCHASER.
3. In """"t that PURCHASER and Permaguard rrotuaIly agree 10 changes in the work above described, any resulting revision In price, or desa1Jtion 01 work, shaI1 be written and signed by
both parties, and shaD be a part ci this contract as though originally written herein.
4. Uauidated Damaaes M actuaJ damages lor bre8chof the contract prior to commencement 01 work are diffICUlt to ascertain and are uncertain, the parties agree as follows:
(a) Prior to commencement of work or lumishing 01 maleriaIs, Ten Percent( 10") of the cash price staled in the contract (or the maximum mnount lIlIoMd by Florida law) wiD be conaidered
as liquidated damages, and not as penalty or IorIeiture.
(b) Once labor, services ard/or rnaIeriaIs are COITlITIenCed, F'ermaguord Industries, Inc. will be entitled 10 8CluaJ ~s ~ ~'. breach 0I1he contract. (AcIuaJ d8mages .... defined
as the actual cost ci labor, services, and/or rnaIerials to the dale 01 the breac:h 01 cootract. pUs 10'10).
5. Attorney's Fees. In the - n becomes IleCeSSIIry lor Permaguard 10 enIon::e any part of this contract and IIhot*l f'8rmaguard prewil, I'Ilr"'- Q'8eS to ~ Per~'. ~
attorney's lees and all costs 01 this action.
6. This cootract shall be lor the benefit 01 and be binding ~ the respective heirs, administrators, lIUCCeSSora and assigre of the perties.
7. This contract... not binding on Pennllguard IroIeas accepled on behalf oIl"ermaguard, by an otIicer 01 ~
6. 00 NOT SIGN UNTIL YOU tiNE REKl AlL OF THIS AGREEMENT. The undefsigned PlJRCHASER(S) .cknowIedge receipt 01 . true copy 01 this inslrument with aI blanks IIUitabIy lifted.
(IN WITNESS WHEREOF) this contract has been signed by the PlJACHASER and by SAlESMAN, !he dey and _ Iirst III:lowl wrillen.
"BUYERS RIGHT TO CANCEL: This is a home solicitation sale, and If you do not want the goods or services, you may cancel this
agreement by providing written notice to the seller In person, by telegram, or by mall. This notice must Indicate that you do not want
the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement.
If ou cancel this a reement the seller ma not kee all or rt of 8n cash down ment. .
,..
PURCHAS;- ~~ P.. C~
PURCIWl.fc~ Cl. ~
SALESMAN J::). --/ . I r 0 /1
PERMAGUARD I\...fI""CA---1I 'V. ~~I
DATE ACCEPTED
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ROOF PANEL LA YOUT
H. r, $.
GENEIW.. NOTeS AND RCOUIRCA/ENTS
,. Al.LOWA8t.C ST1?CSSCS - IKFlIKNCC IS UADE TO mc SPCCIFCATIONS FOR
ALUUINUM STRUCTURES AS PUBLISHEO BY mc A. A., INC. ANO HAS CONSlOEREO
THE ONC THIRO INCRtASC IN ALLOWA8tC STRCSseS FOR WINO.
" DCFLECTION LIMITS - mc VALuE OF V60 fOR ROOFING AND SI()tNG CONFORUS
TO THE STANOARO BUILDiNG CODE AND CL4uSE 81,1.7 OF mE SPECIFICATIONS fOR
ALUUINUM STRUCTURES PUBLISHED BY A.A. INC. mc LIMIT OF U60 fOR TH€
UCUBERS UNDeR WINO L~ HAS BECN SCT FOR THIS {)(XUMENf DUC TO THC
SHORT TERU NATURe OF WINO LCWJ OF A DE5JCN MAGNlTUOC. ANO THC NON-
DAJ.lACJNG EffECTS ON UEUBERS ,w() flNISH€S.
J. DeSIGN LOADS - THE APPROPRIATC PReSURC COCfF'1CENTS. GUST FACTORS.
AND THE 1.0 use FACTOR. AS CMN IN mc STANDARO BUItOlNG COO€ AM
INCLUDeD IN THC DCSICN.
4. CCNCRAl, CONSTRUCTION ReQUIReMENTS - THC IJINUMUU THICKNCSS OF
fORMED ALUMINUM SHECT fOR ROOF' PANtLS SHALL 8C TWENTY-fOUR THOUSANDS
OF AN INCH (O,024? SUBJCCT TO APPROVeO TOLERANCES.
PANCL SHALL 8C DESIGNEO ANO CONSTRUCTED WITH AN APPROVeD CONTINUOUS
EDCE oveRLAP OR SEAJ,/ TO PR(V(NT WA TCR INTRUSION.
THe OPCN SPAN OF ROOFS SHALL 8l A MINIMUM OF ONC OUARTER:
TWrL\It" (I/4:12) OR ONC OUARTCR INCH (1/4) FALL PER FOOT.
NO CONSTRUCTION SHALL CAuse A RESTRICTION OF WATER now so AS TO
CREATe A STANDING WATER CONDITION.
,. FASTCNING APPLICATIONS - ALL FASTCNCRS SHALL BE SPAClO AS SHOWN
ON Pt.N/S. ALL APPl.ICATIONS NOT SHOWN SHALL 8C DESIGNED ANO CCRnnEO
BY A PROFrSSJONAI. ENGINCER.
SCRCW TYPE FASTENERS SHALL HA\It" A HCAD. INTEGRAL WASHCR. OR 8C
PROV7DEO WITH A WASHCR NOT LCSS THEN fIVC-SlXTllNTHS OF AN INCH
(,/16? IN ()IAJ,IETER.
FASTENCRS useo IN CONJUCTlON WITH FASTENING APPLICATIONS RCF(RCNCCD
IN THIS STANDARO SHAH BE CORROSION RCSlSTANT OR PROTECT ItGAINST CORROSION.
STRIPPeD OR NON-HQl.()(N(i fASTENERS ~L 8C RCPv.cCD.
ALL HOST fIWJING SUPPORnNG ANY AJ..UMINUU CDUPONCT SHALL Be seCURCL Y
fASTENED ANO INTEGRAL TO THE STRUCTURAL PORTION OF EACH R()(Y RAFTER.
IF CON()tTIONS OF HOST F1WJING AR( SUSPCCT, ENGINClR SHALL Be NOnnEO
I'OR IN$PEC T1()N.
6, U08I.C HOIJC ROOF OVCRS - PANELS SHALL 8C fASTCNED TO T'HC SUB-
STRUCTURC ON THE PERlMCTCR ANO RlOCE SuPPORTS. FASTCNCRS SHALL BE
STAlNLCSS STCCL, GAL VANIIlO STEfL. IINC PLATEO STEfL. OR OTHCR CORROSION RCSISTANT
MATERIALS AND Be useD IN ACCORDANCC TO OCTAlLS ON PLANS.
ALL Pl.UM8ING. MCCHANICAl., ANO fURNACC VCNTS SHALL BE CXTENDED THROUGH
THC NCW PANELS AND PROPeRty FlASHEO TO PRMNT WATER INTRUSION.
P f\NEL sysrrI~~1
PL1\NS l\ND
I<OOF' OVEI<
S1'f\NDf\I~D SI-IEE1'
~
VI
~~
~
12--20- O.H.
~~~
~e\~
a
~
v(
----~--=-=-t I
------ I
~ ~ I I".
~l~~T~~
~ I I
I I
j I
@II
I '--
-----Tt-
I I ~ I I
__JI ~ 611
..-l--t------- -----,L-
I L 01 I
L __~~ - - ___~____:~_.J J
~~~
~e\~
~
------,
I
'lOW ROOF- I
t
I
I
_____-3
"ALUU.
PAN
ROOF-
SPAN TO
RIOCC
J-
SPAN TO
RtOCE
J
" DiSS/UIt..).R A1AT€RfAl.S - WHERe THC Al.UUIM)U AJ..LOY PARTS ARC IN CONTACT
Wlm, OR ARC FASTENED TO. STEa MEMBERS OR OTHER O/SSIUlLAR 4lATERW.5.
THe ALUUINUU SHALL Be KEPT 1'ROU OIReCT CONTACT WITH THC STClL OR OTHER
DISSIMILAR MATERIAl.. BY PAlNnNG OR OTHCR INSUl.AnNG MCTHODS.
STEEL SURFACCS TO 8C IN CONTACT WITH THE Al.W1NUU SHALL 8C PAJNTED WITH
COOO OUALITY, NON-LEAD CONTAJ/INAnNG PRlUlNG PAINT. Al.UA/INIIEO, HOT ()tP
CAl.VMlIICO. OR CLCCTRO-GALvAN/reO SrcCL PVrCCO IN CONTACT WITH THe
AJ.UMINUM NECO NOT Be PAlNTCO CXCCPT IN HIGH CLORIOC CONTAINING CIMRONJ,/(NT$.
UNPAINTED Al.UU/NUU SHOULD NOT 8C !'L4CCD IN ()tReCT CONTACT WITH ttOOO.
nBERBOARO OR OTHER POROUS MATERIAl. ni4T 4lAY A8SOR8 WATCR ,w() CAUSE'
CORROSICN. ALUUlNUM SURFACCS SHALL Be ClVCN A HEAW CQ4T OF R(SJSTNiT
81TUUlNOUS PAINT OR OTHER CQAnNGS PROVIDING COUtVALlNT PROrrcTION BCFORC
INSTALLATION. ALUUlNUM IN CONTACT WITH CONCReTe OR A/ASONRY SlKM.D Be
SIMILARlY PROTeCTEO IN CASeS WHCR( A/OISTURC IS PReSENT MID CORRODCNTS
CAN Be CNTRAPPeO BE1W(CN TH( SURFACCS.
WATCR THAT COUCS IN CONTACT WITH THE Al.UUlNUU AFTER fIRST RUNNING MR
A HEAW METAl. SUCH AS COPPfR U4Y CONTAIN TRACe QUANnncs OF' TH(
OiSSlUIWl UCTAL OR IT'S CORROSION PRODUCT WHICH WltL c.wsc CORROSION
OF THe ALUIrIINUIrI. PROTeCTION SHALL Be OBTAINED BY PAINTING OR Pl.ASTIC
CQAnNG THC OiSSlUJI.AR UCTAJ. OR BY DCS/CNJNG THl STRUCTURC so THAT THE
ORAINACC FROU TH( OiSSlA/ILAR UCTAJ.. IS ONCRTCO AWAY FR()I,J THe Al.UIJlNUIrI.
CCNEJW.. NOTES: IAW'4T(O PAHn
I. PANCl ARC LAM#lATEO POt.ysrmcNt AND Al.UI/INUIJ SHCers 8ONDlO TOCETHCR
WITH STRUCTURAL ADHES/V($ WHICH CONFORtI TO IC80 APPROVAl..
~, 'A<;IN{J 4641<<,,",. ,()~4 - -"'UJIJINUU ALLOY .J 103 1I,Z4
CORe: POt.YST't'RCNC (CPS) DENSITY EQUALS 1.0 Pre.
J. Al.LOWABlE STRESSlS FOR Al.tJIJINfJfI: Al.LOWA8lE COIJPONCT UNOCR UNlFORItI
TENSION. Al.LOWABtE STRCSS . IJ,' KSI. R(.F(R TO SP!CIF1CAT'IONS fOR
ALWlNUIrI S TRUCTURCS 1rIANfJAl..
4. Al.L Al.UIJIMJU SHCers CONSIOCRCO CONTINUOUSLY BONOCO WITH NO Al.LOWANCe
FOR UNSUPPORTeD EDCES.
,. CONOiTlONS FOR USE OF ROOF oveR PANns. CONFORIJ TO WINO LOAD
RCOUtRCWNTS AS SET FORTH IN TH€ STANOARO 8U/U)ING COOC CHAPTCR 14 SECTION 1604
4. L040 reST Wl't)Rl.lAT'ION FOR PNIfi SPANS WltL Be IJADC AVAlLA8tC IF REQUlRCO.
~L
.
S
8OTTOf,I SHaT ALLOY- JI~-HI'" OR COUAl.
CLut ADHESNr- 079 WHlSPCR SPRAY BY 'I/PCR#AI. ADHCSMS.
INC. OR EQUAl.
-
~E
IlJt..L I.AJJINA TEO
TOP SHeET
cpsr
" -
"'- l.AAIW4rrD 180"OU
W SHCCT S~
4'-
P~fJ3: NO.
CXAMPlc: 0
80"011 SHeET I W CORe DCNS(fY (PCI')
.024 . 16.7J 1.0/
~~
, -0
lOP SHEET
.024
- set ROOF PANel. LAYOUT fOR 1l'PJCAL PANCI. ItIARI( NUflBCR
TYPICAL PANEL SECTION
$CALC: t t/z.. t '- o.
I~I/2" $lIS . J- o.C.
WITH CONT. Sf.AU,NT
1/4- . 4- LAG SCRCW WITH I 1/"-_
NCOPR(Nt WASHtR INTO ROOF RHTcR
(SEE Wi SCRCW SCHCDUlE)
!L RrSlR ANO CLeAT
CPS PMlCL
I 1/2-
ROLL FORJ,I ALWINUf/
COCC.T:hll
eXISTING ROOF IW7(R
OR TOP CHORO OF' TRUSS
~l
/10 . , 1/2- svs
. 24- o.c.
'/2 - pc')"WOOO (UIN.)
cx/SnNG ttOOO FASa4
SECTION A T FASCIA
$CAUl 1 I/Z.. 1 '- 0-
~- - -----
~ CXISTING ROOF DeCK
ROOF JOr5T OR
TRUSS CHORO
1/4 - Wi SCRCW WITH I 1/8-_
*4SHER ANO NCOPfWIC StAL
.
s
1
~~
\.
I 1/2- RlSCR WITH CAP,
f1t.L ~TH S&J..ANT, SECURe
WITH /8 II 1/2- SUS 0 12- O.C.
.~
-
.- -
J- CPS WITH .026
ALUMINUM SKIN
ALL LAG SCRews SHALL
seCURe TO JOISTS
(SEC SCHOo fOR PANCL
SPAN SHE€T S-2)
J
12- - ",- SPACINC (U.N.O.)
f1ELO VCRlFY CXlSnNG JOIST SPACING
NOTE:
use PlLor HOLCS WHCN INSTALLING 1/4- LAG SCReWS.
RUtR TO Pf.Ni 01' ROOF LA't'OUT FOR LAG SCReW
LOCATION ANO SP~INC REOUtREM€NT$.
SECTION AT PANEL ATTACHMENT
SCALE: 1 1/2- . 1'- o.
'/4- LAG SCRCW . 18- O.C WITH
1 I/lJ- NEOPR(NC WASHeR INTO RAFTER
CPS PANeL
PI. rwooo SHeA THING
2114 GA8t.( RAFTER
OYCRHNIG
'/2- DeCKINr;
.
/8111/2- SMS 0 J- O.C.
WITH CONT. SCAU,NT
ALUAJlNW TAPERED
CAStC TRIM
/10 It I 1/2- SIIS
o 2"- O.C.
RAKE EDGE DETAIL A T END GABLE
CUT BACK SHlNGLC AND COUNT[R lUSH
WITH 16- WIDe . 0.024 ALUUINUU COIL
SCAL WITH CONnNUOUS BEO OF ROOFING
CCI/CNT
NCW go/ ROLL R()()f)N() FLASHtO
IN BED OF R()()1)NG CCI.ICNr
(COCS UNOCRNCATH €XISTING 90/)
1& 1/2- SA/S 0 J- O.C.
wrfH CONnNUOUS SCAU,NT
DATE: REV.
~ ...." CENtRAL NOTCS. SPAN. AN() OCT..ws
. PROJECT :
D ErrAIIJS
PREPARED FOR THE EXCLUSIVE USE OF:
PERMAGUAHD INDUSTRIES INC,
18.'/2- S4IS . J- O.C.
WItH CONTINUOUS SCAU,Nr
STANOtNG SEAM
use 12- . .02" ALI.NINW
aM. TO COUNTER FlMH
BeNeATH EXlSnNG go/
CXlSTING TILE COURSE CXlSTlNG go/
TO Be RaIOVCO ANO
REINSTALLCD -
TOP SHCCT OF
Al.U1rIINUM PANEL
STANOING SOJ,I
STCPPCO Cfj ~E&7J
~ -~-~----~----~---- -~-~--~--------~-~------
jJ
12
-------------,
I /
: x x :
I
I
I
I
I x RAFTER OR TRUSS UCAJ8CR '\.
: x
,
CXTENDCD TOP SHECT OF
ALUIJINfJIJ PAHCL NIO SECURe
TO CXlSnNG DCCK WITH 2-
ROOfflG IWLS . 6- o,e.
8. WINO L~ DCSJCN CRITERIA IS BASEO UPON THE STANDARD fJUI({)IN(J COOlE (S8C). STCPPCD CPS SHecrs
CHAPTER 1604 OF TH( 199" CDlTION wrTH 1996 RCVrSIONS fOR THe fOLLOWING: AS NUDCD
WINO LG4D PReSSURES ON ROOF COIrIPONCNTS AND CtADDING.
ROOF SLOPe BCTWCCN , AND JO DeCReCS.
BASIC wrHO SPEED. V. "0 1rIPH.
HEIGHT ()I' BUILDING · 0 - I' n. (IJEAN R()()F HeIGHT).
uPt./FT PRCSSURE AT INTCRIOR . JO PSI', CCP . 1.2
UPl.ln PReSSURe AT COC[S · ", PSI', CSP · 1.8
9. resTS fOR OCTERUlNING STRUCTURAL PCRfORJ,WlCE ARC BASCD ON PROCEOURCS
OUTl./NCO IN seCTION 8 OF THE Al.U4IINUU OCSICN AWItW.. SPCCJI'1CA.TIONS
GUiDeLINE fOR ALUUINUM STRUCTUReS.
10. AJ.UMINUM COiL SHCCT ALLOY TEJ./PCR: JI~-H"4
IJONOING A()H{SIV{ fOR BONDING rxPNIOfo POC. YS1YR{N( TO M.IJMN. SHErr: 07tJ WH/SPCR
SPRA Y BY luPCRIAL ADHtSMS.
EPS CORE IAATERIAl.: DCNSirf · II'CF PeR ASTII CJOJ ROOF JOIST
SPeCIFICATION RCfCRENCC fOR CXPANDeD POt.YST'r'Rf:NC INSUUT'ION IKcr ASTII STAN(}AR() C"6-~
I I. HCPCnTIVC USE OF PINiS MAY Be USCO FOR PCRIJITT1NG UNLESS SITE SPtCIFIC CONOI1'1ONS.
ARC fOUND WHICH DO NOT CONFORIJ TO THE TYPICAL CONDITIONS. DfSICN INTENT OR DCTAA.S
CONTAJNCO ON THcst DRAWINGS.
CXlSTWG BtARlNG PlA TE
ROOF TIE IN DETAIL rlL~l
ZEPHVRHILLS
lPlL
BY:
DESIGNED BY:
C.E.O.
6790 119th A,. No
Lo.rgo. rlorido. ))77)
(9))) 54).6649
rl ToH rru 1-000'8))-5665
rc).)" (913) 544-)825
CHECKED BY:
C.EO
.
$HINCLC ROOF
coveRING
(UlN.) 12
12
(XTCNO TOP SHCCT ()I' Al.UUINUIJ
PANEL AND seCURe TO EX/SnNG
DECK wrTH 2- ROOFING NM..
o 4- O.C.
r ------------,
I I
: x x :
I I
I I
I I
I I
: : RAFTE:R OR TRUSS IJCUBlR '\
' x X I
I I
...~
ROO/' JOIST
CXlSnNG BCARtNG PlATe
./
~_ ROOF TIE IN"DETA-'6,jl~H!~~~_~_
$-1 SCALE:' 1/2- . , '- O.
DATE:
02-26-96
DATE:
03-12-96
STRUC1tIRAL EHOIHEIR
C, E. ODELL AND ASSOCIATES
~- G4 UI A \llltn.... North.
Suite A
SL P.l.enbu.... ~ 33"108
,....pboM (813) Me - SUll
Fax (813) 6'18 - ?'G18
SHEET N ~
S-l
", . I(/10/Q?
ENGINEERS SEAL
.J
/8xI/2- SAlS 0 J- O.C, \ "4 SUS 0 12- O.C. WI"., I I/~-
WITH CONT. SQ.U.NT NCOPReNe WASHCR J/"- UlNIWU
PCNETRAT'ION TO ALU/JIIJUN 8CAJJ
=, x xxxx
I x xxxxX
~ x xxxx
ROI.L FORlI AWUlNUU I ~I VX:~IEx:nNG A/.UUlNUU .\I(TA/. PAN
coct TRtM - l . VARlCS (I 1/4- TO J?
/ lax I 1/2: S4IS / . - i PRessURe TReA TCO ..000
o 24 o.e. =-- I CONnNUOUS ..000 StOCKlNG/
I I~ BEARlN() A"ACHIJENT PtATt
tXIsnNO SCLF MAnNO I I
8CAAJ (UIN. O. O<f~) TYP. I
~: ALUIJINUIJ COLUIJN/POST FOR
_L-_ "r.L- CXlSnNG 8CAJ,I SUPPORT
@SE.CflONAr EDGE -
5-2 SCALE: I 1/2.. 1'- o.
"'ALUMINUM PAN ROOf-'"
18xl/2- $US 0 2- o.e.
WITH CONT. SEAlANT
NCW .024 VALLEY GUTTCR
II(hl 1/2- $US 0 12- o.e.
(XTCNO PANCL SHCeT oveR VALLEY
curTCR COUNTCR-FlASHING
/ r '.1" - LAC SCRCW WITH
. 'L 2" "'N. ~NETRA/l()N
"'-I-J x x X x
x
"'" '" x x
, I.
10-~
~
.. I
^ '~-.
;lx x x x '11'" :J 'ICONT.
'X xxx .
X -x::> ~ SEAlANT
"-[ I r- r~ T
.... X ~2J 2x4 PT
CONT, SLCEPeR
\
~[
1/2-j /
1 1/8" - NEOPRENE / ,? J
WASHCR W/ SEAL (TYP,)
J - CPS CORe
"7
t
1/4- LAC SCReW INTO
JOIS r/Pl. 'I'WOOO WITH
2- UIN. PeNETRATION
EXIST1NC ROOF' JOIST
OR TRUSS CHORO
(?\SECTION AT VALLEY
'~.::V SCALC: I 1/2... I '- ~.
~~7
~~/~~ ---------
-
ROOF TRUSS
1
&
/8 S4IS 0 6- o.e.
W/ CONnNUOUS SCAl.NiT
--------
use .024 ALUUINU/J COIf. ~ /
FLASH TO WALL WITH RCGt.ET I' ; /
(IN UASONRY) COUNTCR FlASH I
WITH ttOOO (.024 ROU FORU) 1/ /
/ /
><
BONDeD PANCL 1\
/
X "K X X X X X X':T/
x 'x x x x x
x x x X X X X X y/ "-
XXXXXXXX)f "
?
(.
~~
/8 SAIS 0 J- O.C. '/iITH
CONnNUOUS SEAlNiT
><
/
~
I
<'t
...
I
d
8t.OCIt OR
/ WOOD STUO
/ / / 8().R1NG WALL
/ //
/ ~
/
~
~
....-
a
(j
ij
~
....-
(j
/
/ /
~
'll
t7:\,(~!!J!qAtW~~tP.f[~.!L_
~SCAl.c: , '/2-. ,'- o.
,.
,
PANEL SYS1'EM
PLANS AND
DErrAILS
I~ 0 0 Ii' 0 V r~ I~
srrl\ND1\I~D SI-IEE1'
.'
PHEPAHED FOH TilE EXCLUSIVE USE OF:
PEHMAGUAHD INDUSTHIES INC.
1/" - LAG SCRfW (2 PER PNlCL) WITH
2- MIN. PCIKTRATION INTO SLCCP(R NIO
DlCKm (lISt , '/~... NeOPReNe WASHeR)
x xxx
x x~ xx~
'x x x x x x
x~x~x~x XXX)( x: x x ~ , 1/2-
~. t' /' ~ f~' f
'/ ~ \V~~
2x4 PRESSURE TRCArro/ /2- MIN. \ .\.ISTCPPfO CPS SHECTS
CONT1NUOUS SLCCPCR AS NEEOCO
'L4., LNJ SCReW
INTO tACH RAFTCR 1/2- PI.)'WOOO DCCIt
OR I. SHCcnNG
New .024 x 16-
VALLC'f Fl.ASHING
/IJXI/2- SAIS 0 2- o.e.
./ CONnNUOUS SC.ALANT
1/4- LAG SCRCW WI""
i- IJIN. PeNETRATION
/ EXTCNO PANEL SHeeT (NCR VALLC'f
/ _J cvmR COUNTER-1'L4SHING
NOT!:
FOR PANCl.S UNOCR 24"'wIDTH,
ONI. Y I LAG SCRCW IS RCOU1RCO.
12- U4X
:"[xx~x~
)( y Xx I~ ........
I/2,;,r- ./
, 1/8-" NEOPReNC /~ / '"
WASHeR w/ SCAJ.. (TYP.)
~r---...
J- CPS CORe
---
\ .1~
J (2) "2.' PT
'^ teNT. Bf.OCKING
\
1
t
1/" - LAC SCR(W INTO
JOIST/PI. rwooo WI".,
2 - MIN. PeNt TRA TION
CXISTING ROOF JOIST
OR TRUSS CHORO
NeW J- 8ONDCO CPS PANCt
rz--,SURFACE VALLEY DErAIL
\!::!/ SCALE: , '/2.. , '- o.
{J,FASTENER LINE DETAIL - SINGLE 2x4 SLEEPER
\!::.!J SCJ.LC: "ll. · ,'- o.
1/"- x 6- LAC BOt.1$ WITH
I I/~.' NCOPRCNC WASHeR
CONT. StAl>>iT BCAD
! ,02~ ALWlNUIJ RIOCE
/ j III 0 J- o.e. tACH SlOE (TYP.)
J- CPS 80N0CO PANCL \
... .. ~
xx Xxxxx
xxxxxxx
\Xx xxx
X xx xxxx
x
2x2x 1/8 ANCLE 0 tACH -..__~
Slot OF' 8CAM 0 tACH IW1CR
t
.."~ ...
," ." ~-
~-~
1/4 - . 4 - LAC SCR€WS-'
INTO tACH IW7CR
.028 A/.IJ1JINUU RlOOC
CONT. St:AU.NT 8CAD
i
18 0 J- o.e. tACH SIOC
f~'
x
)ICy
xxxxx xxx
xxxxx xxx
If t~. x }{~
~~. CPS SICIWD./ ?
1"10 1U)OQ ~
'~ ..
211....-,c. LUJ/BER BASCO ON
SL~ RCOUIR!IICNT$
'/4 -,J. LNJ BetH
tAcH ANCtE CUP
f'
\
ROOI' OCCK
\
\ (XI$1'ING ROOF RAFTER
~ - \
...
--=:
I
"1
t.
~f ~?
\ . \.. 1/2- PI.)'W()OO
\ I/~ INJ SCRf:W ItIIH 1 1/8"
NeOPRCNC WASHCR INTO ROoF' JOIST
LAC SPACING SlWL Be BASEO
UPON JOIST lOCATIONS.
(SEE SCHCDfAE)
\
ROOF JOIST OR TRUSS TOP CHORD
(SEE F1WJING PUrN)
fl\8UILT UP RIDGE DETAIL
\!::y $CAl.E: 1 1/1.. 1'- o.
N{W J- N>PUCD (Jy(R
CXlSTING RISER PAN
1&1/2- S4IS 0 J- o.e.
WITH CONT. SlAU.NT
"4 S4IS 0 12- O.c. WITH I 1/3-
NEOPReNE ~ VINI1EO WASHER
J/"- ""IN. PeNtTRA1?ON TO ALUM. /KNJ
ROt L I'ORIJ AL UIr/IN.UII
CO<< TRIll
~..,.
.
. ' (XISTING RISER HC/CHT
_ VAR/{S (t 1/4- TO J?
-
x
.
><
.-
~:\ N€YI ~ ~TEO MOOO
--, CONTINUOUS tOOO 8f.OCK1NG/
ROOF PANCL (TYP.) ::D I
1\
CXIS T1NG SCI.I' IJA TIN(; I
8EAJ"I (IJIN. 0.04') TYP. I
~ I ALWINW C<<fJIrIN/I'OST FOR
't CXISTING 8OJ/ SUPPORT
1'0 x , 1/2- SAIS
. 2"- o.e.
10 SECTION AT FASCIA - "ALUMINUM PAN ROOF"
$-1 SCALE: 1 ,/,. . ,'- o.
DATE:
REV.
PROJECT:
ZEPH'VRHILLS
lPl.La((>>~~U rr))~
\
(1\SECTION A T RIDGE
\!::.!J SCAlE: I I/Z.. 1'- o.
DESIGNED BY:
C.E,O.
BY:
DATE:
02-26-96
INDUSTRlR.. INC.
In;? H[.:i~AT DR
rOt"t M).~s, rloric:lo ))912
('141> c6'-~)J
6190 118th A.. No
Lo~go, no~klo )In)
(81l> 541-664a
rtoric:lo Toll rru I- 900-IUJ-~65
ro'" <813> 544-J6C5
CHECKED BY:
C.E.O.
DATE;
03-12-96
-"""""'~~-""";."~'''''''''-~-~.'''''''''' ~''''. J
1/"- UrG SCRCW (2 PeR PANEL) WI""
2- /JIll. PeNCTRATION INTO St.CCP(R AN()
OCClONC (USl I I/~"" NeOPReNe WASHCR)
NOrt:
FOR PNlCl.S UNDeR 24'lMOlH,
ONL Y I UrG SCReW IS RCOUIReD.
"){XX}{
Xxx
xxx
xxxx
~~, l./
:~~. ./1, ../
(2) 2114 PR($SURr TRCArtO
CONnNUOUS SLCCPeR
1/..41t~ LA6 SCR€'r'l
INTO eACH RAFTER
4 FASTENER LINE DETAIL -
$-2 SCALE: , '/2.. ,'- o.
J - BONDeD PNlCL
\
NCW J- 80N0CO CPS PNKI.
x)t' XXXX)4
xxxxxxx
x
1S~'._)t; fl 'I f\,
~'\. \ fl ~~
\j/ ROOF' JOIST OR
,. TRUSS CHORO
5rtPPCD CPS SHeCTS
TO ntL YOlO
1/2- PL'r'WOOO OCCIt
OR '11 SHCEnNG
DOUBLE 2x4 SLEEPER
1/" - Wi SCRCW (2 PER PANeL) WITH
2 - IJIN. PENETRA TION INTO SLCCP€R AND
OCCKING (use I 1/8-" GALVIN/lED
NEOPRENe W.4SHCR)
NOTE:
FOR PANCLS UN()fR 2" iMom,
ONL Y 'LAG SCReW 1$ RCOUIRCO,
~ r- xxxxx xxxxxxx)(, xxxxxxxxx ~ _
L- x x x x x x x x x x _ 2 UIN, PeNeTRATION
!,' ~ I L---
. STCPPCO': f-l
CPS 1'1I.L : _ - 211 _ PeR SLOPe
a~Ma(~ ,~ ~ RCOU~IJ~~
2x2xl/811 J 1/2- ~ ~II ~
(EACH SlOt) 1.~ ~f-l'" t I/"-xl 1/2- lA(j /J()(.T
~ . ~ tAcH NKJLc CLIP
~j\,
,~ PeNCTRAT1()N ,\.. CXlSnNG /lAT ROOF'
/,{,.~. ~ = DeCK (1/2- IrIIN.)
\
\ EXISTING ROOF JOISTS
(VeRIFY SPACING IN nao)
(i\SECTION A T SUB-FRAMING
~ SCAl.E1 , '/2. . , '- o.
8TROCTURAL ENOINIIR
C. E, ODELL AND ASSOCIATES
0007- 64lh A"n\M North.
Sull.. A
Sl. ,."'nbu.... P1or1d. 3'3?08
TeltpboM (813) 64e - Illl
hx (813) 6'nt - 1918
.-
HEET NG
S-'