HomeMy WebLinkAbout06-5742
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
5742
Permit Number: 5742
Permit Type: ADDITION/ALTERATION
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: SINGLE FAMILY RESIDENTIAL
Square Feet:
Est. Value:
Improv. Cost: 973.54
Date Issued: 5/08/2006
Total Fees: 52.50
Amount Paid: 52.50
Date Paid: 5/08/2006
Work Desc: REPLACE TWO DOORS SIZE/SIZE
Book:
Section:
REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections 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.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies,
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"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."
NO OCCUPANCY BEFORE C.O.
~ - ~ ~.
":> ~TOR SI~NA URE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
CIn . OB' 91'SnulII.L8 PDia'l' APPL!CUIOH
5UIUlnla D&)U~ .335 .- .\:, 1~1l., n. 3311~ ~'". "
" .13-710-0020 nxl'13-710-0021 ...( .Ut D<.I
' ~ DAft UCK1"VaD
. PJIOIg COII'tAC7 Jal ~ImMO 'lJ'?J,-C]d.fp-99fo S
r:\ ., ,'.' /YJO'I/ / elf
OWWR'S NAME u,..,Tf1ef\j I c.., ,/Yl-A-. 22.11 '. PJIONE &3 . 7~3 -/2/.7 WO::t'sVN
JOB ADDU.. 3~"/tal) CQtto;Jl.)(JocI. P,- 2.e.f>l.yf2.t.,;//s" p,-. 3:55:""',1 2-
LEGAl. DESCRIPTIO)! I LOT(S) / or II" ILOCI( 'SDBDIVIBION DI2[4-u.Jocrd!
p.ucu III t ();;J.~..2t; -2.1-/") ;),,/0 .-l9tt)OO'III./-O In!l!'ll.YW I'R/'IM pRnpJr.R'PY l'iuc NO'PTI"r.\
WORK PROPSZDr C1NEN OON5T~UC1ION
DSIGN
o ADDITION
b NOVI
ClAL'fERATION
[J RlPAIR
D nl8'rALJ.
PrlOPOSto DSI:: DSGL rNlILY DWELLINQ
o COlolNEltCIAL
ONULTI-r>>IILY
. 0 niDUS'l'RIAL W
o D2NOLIsa
0, or DNI'1'S
o S~nlMIalG POOL
o HOBILJ: ROHI:
o OTIU:R ~'AG;~J'n,e;V-r
8DILDINO SIZE
CJ RU1'AOiA>>f . IJ:AI,TIt ~i'AR1'NEN'1' APPROVl\L
p..~pI~ '2.JfY>I?S S(2~/S;'~
SOOAaI rooTAGE HEIGl'!'
oa.c::aunow or woax
RUIDZIlTIALI ATTACH (2) PL01" ,L>>l. . (2) 11:1'8 or aOUDnlG 'WI , (1) AT ENERGY lOl\HS,
CCHtElCIAL: ATTACH 13) SETS or '80ILDINQ ,LAN. , (1) BE! U1EMY 1'01lICS.
If' SIGH PERHIT OILY (2) Si:1'S or U1GI)lltUO 'W,,. UQUIJW),
PROPERTY SURVEY llQaIRZD lOa ALL VZW COalSTRDCTION,
PZma!rS UQUES'1'2D
o tLECTI\ICAL
o PLllfBING
o KECHANICAL
o G.U 0 ROOFING
.
.
AHJI IIDVICE
o ProqJ:en En.rqy 0
tf.R,r;,c,
:t\
VA-llA-€-
7'7 .3 s~
o IDII.DING
,
VALDATIOH or toUI. COH8'rRDC'1'ION
,
o SPECIAL!l'
VAt~TIOH dr N1CJlANCIAL INSTALlAtION
o <n1E1
-
~
npl: or CONS'I'l\OCfIOO: 0 aLOCK
o nwa:
o ''rEEL
'CJOTRta
fINISaxD FLOOR ELEVATIONS
II.PIlOJEC1' nl FLOOD EON! AREACl YEa
o NO
?erep., A~6N \( CA f p..p;o ]If
~CJ:.\)/
t-" . ~A)lY~ 8otv1e ("~J?S_~~
.' tI/.J1f.;t;4 ~!'An cwo Oil RlGIST t. C"<qc.. l S-D ~ l 7
a.AhA-r ._ "~
.. ........... *,.. ............0"'.''"..................................... 5 L ::>
~ ~
COMPANY
,
SIGNA TUJU:
STAn CElt!' OR JU:GIST t
....*...........~.**.*t............*...*..........................
i'LtMIU
51 GIlA TUJU:
COMPANY'
8TAT! Ctat OR RlGIST t
~CA.L
............................................................*......
SIGMAroJU:
cacPA>>Y .
STAn: CEltt' Oil IlEGIS'f ,
........*........~........................*.~~.!.....*...........
cmIU
COMPANY
II GNA TOlI.E
r,
8!'A!'1 CEaT o~ ~aIIT t
"'.' .........." -..... .. I' VV ... ......... ~l"H~'I"..o.I""oW 4I\I~WUIIN
l'I\A I1V. OlrIOU-UULl
r. UUL
A. NOtlCE O~ DEED RESTRICTIONS
Thll Wldeuigned understanc\.8 th..t this permit IlIaY be subject to "deed rutriction~" which
may be more restriotive than City requlation.. The undersigned a..ume. re.ponstbility for
conplbnce wi th any applicable deed n~triction~.
a. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
It the owner has hired e contractor or contraators to undertake work, . they may be required
to be licensed 1n accordance with ~tate and local requlations. If the contractor is not
lioensed as required by law, both the owner and aontractor may be cited for a a1sdemeanor
viOl.tion under .ta~e law. If the 'owner or intended contractor are uncertain as to what
licensing reqUirements may apply tor the intended work, they are advised to contsct the
City ot ZephyrhillS Building Department, 813-780-0020.
rurthermore, if the Owner has hirad a cOntraator or contractOrs, he is advised to have the
contractor Is) sign POrtions of the "Contractor Seations. of this applioation tOr which they
will be responsible. It you, as the owner .iqna a. the oontractor, you are indlcating tnet
you, rather than the con~ractor, are responsible tor the work. .It the contractor wi~hea
you to sign aa contractor th~t may bean ind1ca~ion that' he is not properly licQnsed and is
not entitled to permittinq privileges in the City or Zephyrhilla,
C. TRANSPORTATION IHPACT fEES AND UTILITr CONNECTION FEES
D. CONSTIlOCTUION LI~ I.J>.W (CliAPTU 713, FLOll.IDA STATUns, AS AMENDED)
I certify th.t I, the .pplicant, haye been provided with a copy'of "rlor1da'. Construction
lien Law - Homeowner's Protection Guide" prepated by the FloridA Department ot Aoriculture
and Consuner Affairs. I f the Applicant 1. .000one other that tlle -owner", I cerify that I
have obtained a copy ot th" above deaaribed dOCUMent and promia. in qood faith to deliver
it to the .owner" prior to cOll\l1lencement,
E. COWTRACTOR'S/OWNER'S AfFIDAVIT
I certify that all the information in thil application is accurate and that all work will
be done in compliance with all applicable laws regulatinq construotion, zoninq, and land
developnent.
Appliqation is hereby made to obtain a pernit to do work and inataliation a8 indioated. I
certify that no work or installation has oomqtnced prior to isauahae ot a pe~it and that
all work will be pGrtorm9d to meet Itandards of all lawl requlatinq construction, City
cod.., %onin9 regulations, and land deVeloPIMnt re9ulation~ in the :Iur1ecUation, I also
certity that I understand that the regulatIons ot other qove~ntal aqenci., ~y apply to
the intended work, and that it ia my re.ponsibility to identity w~t aations I mu.t take to
be in compliance. Such agencies include but are not limited to: .Oepartment of
Env1ro~ent..l Requl..tion-Cyprgss aayheada, Wetland Area. and EnvironRentally Sensitive
Landa, Water/Wastewater Treatment
'Southwest florida WAter Ma~gement District-Wells, Cypress Bayheads, Wetland ~eas,
Altering Watercourses
'Army Corps of tngineers-Seawalla, Docks, Nav1qable Waterways
'Department or Health' Rehabilitative Services, Environmental Health Dnit-Wells,
Wastewater Treatment, Septic Tankl
'U.S. ~nvironaental Protection Aqency-~bestos abate~en~
I also certify that, if fill meterial 18 to be used in Flood Zone 'A~ or ~A,etc,N, it i.
understood that a drainage plan addres81nq a 'oompen'ating volumeu wll1 be submitted which
18 prepared by a profg$s1onal engineer registered in the State ot florida prior to permit
1ssuance.
A perait issued shall.be construed to be a license to proceed with the work and not as
authority to violate, cancel, a~ter, or set asida, any provisions ot the technical codes,
nor shall issuance ot a permit prevent the BU11dinq O:fioial tro~ thereatter requiring a
correction or errore in plans, construction, or, violations 0: any code. Every permit
iss~ed shall bec~ invalid unless the work author1zed by suoh p.rmit i. commenced within
s1x ~nths or issuance, or it ~ork authorized by the perait 1. suspended or abandoned tor 'a
period ot six nonths after the t~e the work 1s commenced. One 90'day extension of time
m.y be allowed for the parmit with fee charqe ot $15,00, The extension shall be requasted
1n wr1t1nq to'the Building Ottiolal. An approved 1nspectlonmust be loqqad durlnq each six
month period, or the project will be cOn.ldered abandoned,
WARNING TO OWNER: YOUR fAILURE TO AECOaO A NOTICE or COMMENCEMENT HAY RESULT IN rOUR
PAYINO TWICE roR IHPRQVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR ~ ATTORNEY BEFORE RECOIlDING YOUR WOTICE O~ COMMENCEHENT. J09.S UNDtR
$2,500 IN VALUE DO NOT NEED TO RECOIlDANO POST A -NOTICE OF COHMENCENENTN.
SIGAATIJRE i OWNER OR AGENT
SIGNATURE I CONTRACTOR
STArE Of FLORIDA
COONT't Of
The toreqoinq instruaent was acknowledged
Sefon Ill. this _ day of . 2L
by
In4m8 or paraon acknowledglld)
o who 18 IX'reonally known to I>e, or
Owho hAS produced
(type of identifiCAtiOn)
and WhoO did 0 did not t a kg an 0& th.
STATE OF rI.ORIDA
COUNT\' or
The foregoing instrument waa
Before me this -----aay of
by
acknowledged
,20_
(n~ of person acknowledged)
~ho il personally known to De, or
Owho hAS produoed
(type ot identification)
and who Odid O1id not take en oeth
SignAture of person ~~Kin9 aCKnowledge~ent
Signature of person taking aoknowled~ent
w~ typgd, printed or stamped
Nama typed, printed or etamped
2006-04-19
15:04
(1854) 813-838-9008
Ins Sales/CGC1508417
P 4/4
~.
I CONTRACT II
,
29038501
STAT~
rf
rtEMJZ6p.lt1iSl' A~LEp.'$ALES :OoNTRAC'T
'.1 N~~A' . '-t."1
~ I ~:' '1); "5('} .
(I i5%~/ i
ZIP )"),..--,/11
f
I
",/
/ /';''%-.~
[NS~tA~~S ~
STORE.N~)
((~ ,/ 1/
! ~,,!/!,II~
GLt::I-'HONl
I --;!~ ./ /6 7(- L' {./
I DATe II LOWC''; cONTnAcTon. LICt:,N$t: NUMBER u
. . Cc,L-.: V 'X; L-(I'7
. UA. MD - S~18 Lioemil9 Number: Air Ort'\f')r SI:ltP.!t,-:-:-l...oWQ'S Emptoya;;;:Numbef.
.. AL. CT. FL. MA, MD. NV #45450 uol~'ul(.'d, TN M160fle..only. I ,_~ .
This IS a contract between Lowe's (as dlOfinad in the Terms and.Ccndl.iionl') (ULowe's~). and the above-named Customer for It,,, Installation Of goodo; at tho
C......tomBr's.. residential. promisee; (the 'Pram',....,") at the IdltO'Jylng in"taU;'llbh al;l<;l,,~,...,
S~P.EET ADDnE~.~ '-- "/1'- - /.. -. CITY ..
>"t7-.........-'-<'- /1-<, . /:p....~
". c~
0/i/()v/
, ,. I~,( Is
7/;
I UANK
CARe>
RT^TC~/
Cl'lbl-i
JZI ~7
I
L(;(;
I
STATF
ZIP
r~~: ~'::-lt() ..
i L"hm ! Ii '/1'7
I .Tax I
L~f-# 17"5. ';,-~I
. Whey-e"eppllo8ble,labqr Is tB-lC'Sble:
cheek I~~}'all: ,.eatr!ctj,qfl~._.__~
__I
----z:r--~-
\ -~-l
~ Additional SpecIfIcations:
: prior to 1978. See pamphlet EPA 747-K-99-001 for details.
I_~ ~ I~. (/ ? j:z; - ~;j' ~~. /; L( 1--;1;;" ~
____ --? I I ! 1..-7 "TI
I . ...C. ~I ~ ~r ('- J<-.Vf-A"'-"/' /~. '-- Y_~ l~" "'?
The Environmental Protection. Agency .(EPA) has requested that
r,/
i
I
I Work Is to commence upon reasonable availability of Contractor which is anticipated to be
Estimated completion date is [fill in date].
L_
[fill in date].
NOTICE TO CUSTOMER
All Items listed in thiS contract rind loipacltlcatlon shcct(~) are to be installed unciar conditions agreod upon at time of purcnftse and fl,t thp- price Appeaflng on thIS
contract torn"'!. This assumes sound exiSlir'l(l suhstructures. superstructure and points of flUfl.chrnents. EXlrn labor or matenal Incident to InstttllatlufI necessitated
(l,/ oAlpr.tiv8 ~lJbstructurcs. ,!;uperstructure. points of ~rt(1chment, or the moving of fixtures or applitUI(~e~ 10 he billed al 8xtrC) cost to custornel
WITNESS OUR HAND(S) AND SEAL(S) BELOW THIS
DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE REAO THE TERMS AND CONDITIONS CONTAINED ON THE
REVERSE SIDE OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ. UNDER-
STAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON THE REVERSE SlOE OF THIS CONTRACT. YOU ARE
ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE.
DAY 0> L'fp,J l
)~'k.&_~
OWfH3r
14'
:;;;\" C't.??
/ // A<~7
~~~4>:_____7 !;/
- / ~ (Seal) (Seal)
SpeclBy6t 0 ~ ~7 /~/ Spouse
CU5~.r ","knowledg_ receipt of a true copy of mill. ~o.,tr..c' wlroloh was CO;"';I?I~~eIY 1Jllecl in prior.to Cu..tom..r.... exec\Jtipn h!"roof'_. "oredltl",
extended 11:> you. you the buy"'r mllY cane..1 this trlltns.ctioo at anr' 'tlnw a;rltn '0 midnight of tho third' business dayafj:er the date of this ttan....otlon.
See the atbtch.ed notice of cancellation .form for anllxplaniBtiQfJ'!> ".is right.
J
~~7?'~- ~
_ (Scal)
FILE COpy
PROJECT NAME
MAllA
PROJECT ADDRESS 38460 COTTONWOOD PL
LOWES STORE #
1854
STATE OF FL
PRODUCT APPROVAL
CATEGORY SUB CATEGORY MANUFACTURER NUMBER
EXTERIOR DOORS SWINGING MASONITE FL 4904
Florida Building Code Online
Page 1 of 5
I I
".."111/1?1
1)1l0J)IJ(~1' i\PPUOVAt Product TypE' Detail
...
-, r- .., r- ~ r-
Product Search Organization
Search
.,
Overview
Product
, Appli~ati?np
~,>","","
."./,.,;;.,..,-,.,.:
User: Public User - Not Associated with Organization-
Application #:
Date Submitted:
Code Version:
Need Help?
FL4904
07/25/2005
2004
Product Manufacturer:
AddressIPhone/email:
Masonite International
One North Dale Mabry
Suite 950
Tampa, FL 33609
(615) 441-4258
Category :
Exterior Doors
Subcategory :
Swinging
Evaluation Method:
Certification Mark or Listing
Referenced Standards from the Florida Building Code:
Section
Standard
TAS 201
T AS 202
T AS 203
ASTM
E1300
ASTM
E1300
Year
1994
1994
1994
1998
2002
Section
2612 HVHZ
PI
Certification Agency:
National Accreditation &
Management Institute,
Quality Assurance Entity:
Validation Entity:
Authorized Signature:
Steve Schreiber
sschreiber@masonite.com
http://www.floridabuilding.orglpr/pr _ detl.asp?IPT=4904&RV=0&fm=ROSrch
10/9/2005
II
II
.
.
.
Florida Building Code Online
Evaluationtrest Reports Uploaded:
Installation Documents Uploaded:
Product Approval Method:
Application Status:
Date Validated:
Date Approved:
Date Certified to the 2004 Code:
Page:
IGol
pp/Seq
#
904.1
904.2
Product Model # or
Name
ood-edge Steel Side-
inged Door Units
ood-edge Steel Side-
yage ~ or :J
PTID 4904 I Insta1168 WE
Glazed. pdf
PTID 4904 I Insta1168 WE
Opaque. pdf
PTID 4904 I Install 80 WE
Glazed. pdf
PTID 4904 I Insta1180 WE
Opaque. pdf
Method I Option A
Approved
09/27/2005
10/06/2005
Page 1/1
Model
Descri tion
Limits of Use
Evaluated for use in
ocations adhering to the
Florida Building Code
ncluding the High Veloci
Hurricane Zone, and
here pressure
equirements as
etermined by ASCE 7,
inimum Design Loads
r Buildings and Other
tructures, does not
xceed the design
pressures listed. 3'-0" x 6'-
" max nominal size. Max
DP = +/- 76.0. When large
issUe impact resistance
s required, hurricane
rotective system is NOT
required. See installation
rawing DWG-MA-
L0128-05 for additional
nformation.
6'-8" Opaque liS
nd O/S Single
Door
8'-0" Opaque liS
nd O/S Single
Evaluated for use in
locations adhering to the
lorida Building Code
ncluding the High Velo .
Hurricane Zone, and
here pressure
equirements as
etermined by ASCE 7,
inimum Design Loads
r Buildings and Other
tructures, does not
http://www.floridabuilding.orglpr/pr_ detl.asp?IPT=4904&R V=O&fm=ROSrch
10/9/2005
Florida Building Code Online
904.3
904.4
Hinged Door Units
ood-edge Steel Side-
inged Door Units
ood-edge Steel Side-
inged Door Units
.l:"age j or :>
Door
xceed the design
pressures listed. 3'-0" x S'.
" max nominal size. Max
DP = +1- 70.0. When large
missile impact resistance
s required, hurricane
protective system is NOT
required. See installation
rawing DWG-MA-
L0129-05 for additional
nformation.
Evaluated for use in
oeations adhering to the
lorida Building Code
neluding the High Veloei
Hurricane Zone, and
here pressure
equirements as
etermined by ASCE 7,
inimum Design Loads
r Buildings and Other
tructures, does not
xceed the design
ressures listed. 12'-0" x
'-S" max nominal size.
ax DP = +1- 55.0. When
large missile impact
esistanee is required,
urrieane protective
ystem is NOT required
n opaque panels, but is
required on glazed
panels. See installation
rawing DWG-MA-
L0128-05 for additional
nformation.
Evaluated for use in
oeations adhering to the
lorida Building Code
neluding the High Veloei
Hurricane Zone, and
here pressure
requirements as
etermined by ASCE 7 f
inimum Design Loads
or Buildings and Other
tructures, does not
xceed the design
ressures listed. 12'-0" x
'-0" max nominal size.
ax DP = + 45.0/-50,0.
en large missile impact
resistance is required,
hurricane protective
ystem is NOT required
~ opaque panels, but is
required on glazed
anels. See installation
rawing DWG-MA-
L0129-05 for additional
6'-S" Opaque I/S
nd OIS Door wI
r wlo Sidelites
S'-O" Opaque I/S
Door wI or wlo
idelites
http://www.floridabuilding.org/pr/pr_ detl.asp?IPT=4904&R V=O&fm=ROSrch
10/9/2005
Florida Building Code Online
904.5
904.6
904.7
ood-edge Steel Side-
inged Door Units
ood-edge Steel Side-
Hinged Door Units
ood-edge Steel Side-
8'-0" Opaque
IS wI or wlo
idelites
6'-8" Glazed liS
nd OIS Door wI
r wlo Sidelites
8'-0" Glazed lIS
Door wI or wlo
Page 4 of 5
nformation.
Evaluated for use in
ocations adhering to the
lorida Building Code
neluding the High Veloei
urricane Zone, and
here pressure
requirements as
etennined by ASCE 7,
inimum Design Loads
or Buildings and Other
tructures, does not
xceed the design
ressures listed. 12'-0" x
'-0" max nominal size.
ax DP = + 50.0/-45.0.
en large missile impact
esistanee is required,
urrieane protective
ystem is NOT required
n opaque panels, but is
equired on glazed
anels. See installation
rawing DWG-MA-
L0129-05 for additional
nformation.
Evaluated for use in
ocations adhering to the
lorida Building Code
neluding the High Veloei
urricane Zone, and
here pressure
requirements as
etennined by ASCE 7,
inimum Design Loads
r Buildings and Other
tructu res, does not
xceed the design
pressures listed. 12'-0" x
'-8" max nominal size.
ax DP = +1- 50.5. When
arge missile impact
resistance is required,
urrieane protective
ystem is required. See
nstallation drawing DWG-
A-FL0130-05 for
dditional information.
Evaluated for use in
locations adhering to the
Florida Building Code
neluding the High Veloei
Hurricane Zone, and
here pressure
equirements as
etennined by ASCE 7,
inimum Design Loads
or Buildings and Other
tructures, does not
http://www.floridabuilding.org/pr/pr _ detl.asp?IPT=4904&RV=0&fm=ROSrch
10/9/2005
J:<londa BUlldmg Code Unlme
Page ~ ot ~
Hinged Door Units
904.8
ood-edge Steel Side-
inged Door Units
idelites xceed the design
pressures listed. 12'-0" x
'-0" max nominal size.
ax DP = +40.0/-45.0.
en large missile impact
resistance is required,
urricane protective
ystem is required. See
nstallation drawing DWG-
A-FL0131-05 for
dditional information.
Evaluated for use in
ocations adhering to the
lorida Building Code
ncluding the High Veloci
Hurricane Zone, and
here pressure
requirements as
etermined by ASCE 7,
inimum Design Loads
8'-0" Glazed OIS or Buildings and Other
oor wI or wlo tructures, doe~ not
idelites xceed the deSign
ressures listed. 12'-0" x
'-0" rnax nominal size.
ax DP = + 45.0/-40.0.
en large missile impact
resistance is required,
hurricane protective
ystem is required. See
nstallation drawing DWG-
-FL0131-05 for
dditional information.
Next
;\>i
Copvriaht and Disclaimer; C2000 The State of Florida. All
rights reserved.
~-
http://www.f1oridabuilding.orglpr/pr_ detl.asp?IPT=4904&R V=O&fm=ROSrch
10/9/2005
9' lel :IN '31101~VJ-j:J
'O~ S3VVV3~ oor L
'dl:JOa 1VNOIIVNl:J31NI31INOSVW
lVO
NOtS ~
AS
iR>l---j I I
.2: ! i I I I
i~ .
I
:n~
...:
.... j I I
It
L II.
i!: ! ] I ,
i
~
I 1 I I
i i;;~ I !
! . i~ .
~...~ I ,
.......
...~~
....0.:
iq I ! , ,
-I
~ci
....
L= VT. ~ r J Ii
.lM'/ .1:9 ..
SLlns JJf.DH 3/MU "M I f
I .. r II
ffi
E !'-
u:j 0 r I
l::Q ~ I: ~~ t;1
U fl w ^ 0
f? i ",5l !;ll-'-aae!
~ ~ ~ ~~~ .ln3;r;:~
. ....~ liiil ! i: I & ~-
~, ~~~. H' -IUi~d r I i
~~
~~J~S ~!i: ~~~~~~.
mg I J
~~ ii~~~~ i I ~ Do . ~~
~ .dB ~ ~ II ~ h ~ :;;
~ ~co
~g i~il~~ u II I~~ ~I~ II i
~~ l!: w J ~
~o ~!~S~ ! ~~ ~mu~. II
~~
1iiCl ..
~
s
. N ~ CIi ~ ~....I
- --: . ~ l!I
- 2: S! , _I
to.. .. ~ i
is;MI*i
9 L GBG IN '31101~VHO
'Q~ S3YVV3~ oar L
'dHOO IVNOIIVNH31NJ ~.uNOSWI
SlYlJO~
StKlUY.lOl ~
....,g"3SSV 1IO .1.Wd
IIllOlI nlls 3OOl-OOlll
IBM9 .f-,J 3lIIIllO
.J:XIOI1II./ IIOOIIlIlllIOIX1
:J.:l(l(JOlld
, <( ,
~:" ~'.,,~
-j .Str'l
~
I
-,-
--L
I
~:u
.
'"
-L
1..
1..
,tx:.n..
-J <9 ~
~p
O~c1S A TlYn03 31101'1 ..
.
..,
III
1- ,
~
o
w.
lijp
:.,
1{;~';f' ~ i~
-----..------.--
'N
.
S l-
I -'
<"'l 0
Cl:J
><~ w
e5~
Cl:J ~~
ID ~:"(
e: ~~~
~~5?
· :'jVl ..
~QVl If~
liiw<
<l!:
. ::r::e:
~ UVl
~ 0
I < ~
><
Cl
...
~ .-1 l-
ll!
01 0
0
lLJ
...J
o lLJ
:r:r:r
~"":r
':J::> ~
ooe5
Cl:J~~z~
11::.... wO
lLJo.l!l II::
~lLJofui!=
~;j5~'
1I::l5~lLJ~
--l lLJlI::"1
~~~~-
~....J-g<
....~lLJQCII::
fi
>< ><
Cl >< >< 0
-
... 0 Cl ....
.... ....
S S
I I
<"'l <"'l
>< ><
i~;
31
8
~ '!Q ~ ""II
_ ~ Iii a ~
-~ ~'t ~J
..... . 5 ~ ,',
gi~glKi
I
(::
I
"
~.
-I:"I-~
"
'"
9 ~ zez ~N '3.LlOl~VH~
.a~ S3VVV3~ aart.
'dOOO 1VNOIlVNI:B1M 3l1NOsvn
S1N13C1 ~
SNOUrJOl ~
:A~1I0llf\ld
./11II lIOOO J"Ir1OIl
G3M? UiIS ~ .t-.f
~ lIOOO l<<lIlm.Q.
:lonOOlld
),9
-I
.9
.~'l+
- .9 ~ ;
en
~p
030VdS A11Vn03 3~O" t
..L
..,
---1.
I
W"~t,
000:
-IN
~.
Q~
~.
fIlP
~. ." .~
o
.._._...,__..__----...._--~---.-..._-----_.-
..,
SN IS
.t:
~8
Eg
OJ~
!5w
OJ
1')0
wI--
.0
~w
~~
<0
~~
~:.: ~
Ul c..> ::::l
zo m
<-ILJ w
w~z Ul
fil 0 ii! ~
:Eo~ ~
c..>zZ """
Ul<~ j
25~~ 2
HE::::-'
Wo I -ot
~~I/) X
--I
~G< Z-ot
-= N
'ON
Ul
W
~
Z
:E
~~
o~
I
W ~
g 0
ci -I-I:I:
W c..>(3c..>
~ Ul !:iii~
~ e:iot::f:J:
o.w ~~~o.~
Ulo.-p~ "Ul<
6&"~ I.:~~ .<
i=::::l-ll-:r: Ulw
B """'z ~z
Z~I-waioo~
8LJ13f5~lJ..~l};
~o~!!;:-"81-'::lE
~6-1o .~'lo:r;
o~w WlJ:j<i!~Ul
g:c iE iE ::::l ~ ri-~
~~j!::::!:~Ul~O
o ~ ~lJ..Ct:ow
lJ..O lJ.. ~Ulj
!Q~li)'~8~~0.
UlWr<}Zf5Ul~
~Ul~i=o~c..>~
~O';'~~OUlI-
<~ ~O-l8Ul:z
~o~wugo~o
Owlt: i5~Ul~ J::::
5zol-~~o~~
~~~~~j:!:..Vjg
~z
..:~
~
::lE~~
o~_
~,..,:c
lJ..~U
wo<
::::E<1n
OO::::l
c..>Z::::E
Ul<
W~Z
==>wO
...Jmc..>
~:::lE~
z31-'
~ w
iii~iE
w_
oo.
~z~~
~ffi~~
UliEOI
::::lW~
~0~lJ..
~UlWO
z~
iiio:::lE~
lJ..::::lw
~<~::::E
~ozo
uZ:iW
Ul <. ~
oQ.(',lW
g~~:::lE
~~I::::l
_~::lE
WUllJ..Z
iE~o:i
N
:gvi~
'"'~
:::~
".5i
'~ ~ ~
~ .,
. ~ \Is
i 1 .,
: I; i
j
If~
z
o
3
..J
;;i.~
uln
_z
0.-
~~
o
:r:
c..>
z
<
o
I-
~
~
w
a.
o
~
a.
o
w
~
o
:c
c..>
z
<
ui
:9
,....
...
Ul
~
o
:r:
c..>
z
<
lJ..
o
~
I-LJ 5
~~ Z
::lEt> ~
Ul::::l Iii
~~
win w
:r: ::::l
bg ~
lii:g z
Ul <5 ~w-
:O<:...J
U 0
::::l~
m~ ~
8~ ~
~g :i
,...; ~
X
Glazed Outswing Unit
COP-WL-MA4161-03
APPROVED ARRANGEMEN~
WOOD-EDGE STEEL DOORS
--Hotav
---
6-..
Note:
Units of other sizes are covered by this
report as long as the panel used does not
exceed 3'0" x 6'S".
rest 0Ita RIYiew Cer1licalel3026447A.
13IXl6447II. 13026447C IJId COP/Test
Report Yalid1l1on Matrix 13026447A-001,
1302IloU7&OO1,13026447C-001
flIIl'/ldes addlional infonnaIion .
ivallabIe from the I"'IllrWH we"'e
=-~.::~~~~t
Maonile technlcal_r.
Single Door
MaJcimum unR aia . 3'0" x 6'8'
Design Pressure
+50,5/-50,5
LImi1lld water unless special threshold design is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED,
AcIuaI design pmsure and impact reli8lanlrequlremen1s lor a spec.1c building design and geographic location Is det8rmlned by ASCE 7-nat1ona~
stale or local buldinQ codes specIy the ed.ion requied.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed - see MAD-WL-MA0011-02 and
MAD-WL -MA0041-02.
MINIMUM INSTALLAnON DETAIL:
Compliance requires that minimum installation details have been followed - see MID-WL-MAOO01-02,
APPROVED DOOR STYLES:
1/4 GLASS:
[I I I I [I
DD
no [I[] 00 00
100 Series 133, 135 Series 136 Series 680 Series 822 Sefies
112 GLASS:
I] IJ I I I I U I
00 00 O[] DO
105 Series' 106,160 Series' 129 Series' 200 Sefies' 12 RII.. 23 RII., 24 RII. 107 Sefies. 108 Series 304 Series
Series'
'TlU QIaaa tI may also be used in the loIIowlllQ door atyllll: 5-tlInel; ~I wIh 1CrOI~ Eyebrow 6-paneI; Eyebrow 5-plIleI with scrolL
..
June 16. 2003
au. _IIIV PIIIlIIlUI II poadudl"",_ __............. doofun ond_
-UIIoo:llD......._noICI.
'FL
.
X
Glazed Outswing Unit
COP-WL-MA4161-03
APPROVED DOOR STYLES:
3/4 GLASS:
WOOD-EDGE STEEL DOORS
FULL GLASS:
I
I,
DD
I
11111
109 Series 114,120. 122 152 Series 149 Serios 3CO Series
Series
0104 Serios
410 Serios
450 Series
CERTIFIED TEST REPORTS:
NCTL 210-2930-7
Certifying Engineer and License Number: Gerry Ferrara, P.E. / 11985.
Unit Tested in Accordance with Miami-Dade BCCD PA202.
Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from wood. Top
end rails constructed either wood or steel. Bottom end rails constructed from either wood or steel.
Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted
in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum bumper threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CllY. STATE
\.
--""'-Y
---
.-s-..
Tes1ll1ta RlYiew Cer1ilical'13026oI47 A.
130264478. 13026oI47C and COPfTesl
Report VIlidttlon Motrilc 13026447 A-001.
130264478-001. 13026oI47lXXll
provides addllonal In1or..lIon .
iYallablt from the ITSoWH Milt..
(WWW.tlIsemkO.com). lhe Mason..
we/lsi1t (www.malOnila.com) or th.
MalOnila technical center.
a
Jun. 16. 2003
O"lXIlllInUnv P"'I/IIIR d prDlluct ,_ .......llIIdIICltIonl. dooIgn IIld PlOd""
do... Uljoct .. cI1o'lll_ noli""
.