HomeMy WebLinkAbout06-6136
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
v
6136
Permit Number: 6136
Permit Type: ADDITION/ALTERATION
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: SINGLE FAMILY RESIDENTIAL
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Oesc:
Address: 37410 DERBYSHIRE DR
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot{s): Block: Section:
Subdivision: WEDGEWOOD MANOR
Parcel Number: 10-26-21-0120-00000-1060
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, n
NO OCCUPANCY BEFORE C.O.
{} ,. ~-~
CONTRACTOR SIG A RE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
CI'1'Y . OF ZJll'SYlUIILL8 PDHr'l' AP1'L%eM'IOH . c..
5UIIDOla PIlPAMWDn' 1335 ,- 't, J~l1., n, 331142 > '~ C~ ,,::..-1-
113-710-0020 1'AX,113-710-0021 (J .. jj. -00 1M. r ,- .
~ !)Aft RJ:CZ1VllP L
. P&oa QQMTI.C7 lOll ~mlMQ ~I 1;, - CJd. (p....Cf9fp S
. M . / / - . (:n - -. 0 . f'nCYV l' CIf
OWER'S NAHi I \.1""liY\ J LA(lY~.J'..I PHONE ~,~ -,,"['it,:). -~ Wat'snN
JOa ADDU.. .314-lo ~5h I (6 bY" ,
LEGAL DESCRIPTION I LOT' (S I I () (. . ILOCk
'UCEL 10 t \()-~tC'-oU-Olab-.~Q()- ld,()
SOBOIVI8ION . ~ood
'nlll'anr nnw PRnPIP..'PY !lU NtwT~r.\
MCl..- Vi, Or"
WORK PROPSEOI C1NEW CONSTRUCTION
o ADDITION
O~'1'ilRA'fION
C lUI'AlR
~ IlISTALL
OSIGN b NOVI 0 DEMOLISa
PROPOStD on: ~GL FIIMILY OWELLINQ OWULTt-rNoIILY 0. or ONI'1'S
DCOHNERCIA1.0taiDUS'1'RI~ DsimemlG POOL
o 1<<>811.1 ROME
o OTIWl
BOILDING SIZE
c:J RU'1'~_ · lIULTH Qi'ARTNEN'l' APP~. k'
/~p(~ -/ ~o~. S~te, . /Z~
SQOAU I'OOTAGI: HElGa!'
tla.c::atnION or WOILK
U8IoaTI~1 A'1'TACH 121 PL01"'~' . (2) .IIT. or aOlLDnlCJ 'WI' (1) RT IINZRGY rol\HS.
CCHfERCIAL: ATTACH 131 SEtS or 'WILDING 'LAlli' (1) SEt &)IIPJ,JY fORMS.
IF SIGN PERHI'1' O~LY 121 SCTS or ZNGX~IElID 'LAll,'alQUIaID.
PRO'ERTY SURVEY llQ01RJ:D roa ALL Vtw OOV8'1'RDCTION.
o 8OILOING
o ~ECTI\ICJ\l,
o PLttf8ING
o KECHAWICAL ,
o GAS 0 ROOFING 0 SPECIA.I.1'l'
,
PmtKI!rS DQt1BS'1'Jm
V~OArIOM or tofU CON81ROCfION
"
AMP IIU:VIO:
o Proqreu Energy 0
If.R.E.C.
VA-I \A-e
:\\ I~ I \ <6Lf, 57
VAtOATION dr WlCJlANCIAL lNST~IA!'ION
o OTBEJ.
-
T'YPE or CONS'lI\OC'l'IOO: 0 BLOCK
o J'1WQ:
o STat.
. [j OTRta
rIWISiEO FLOOR ELEVATIONS
II PROJECT IW FLOOD ZONB AREAO YES
o NO r
!€reg A ~6N 'I CA + P>.p..o .III
SIGNA TUlU:
STATI CER!' OR lU:GIS'J' t
~-
v'
~~d Fa:' /' .
_4:~O 1- '\
4 iLL /';:4' A r !'i.if.('T11 7111i.~- )
--{;~_._---'~..-
u.acnuCXI.)l
COWPAIlY
,
..................****.............**.............................
nasu
IlIGW.TUIU
CONPANY'
STAT! CER~ OR RJ:GI81' .
. .
..........................**......................................
~c.u.
SICMATQlU:
CONPlUl! .
afAR CEJ\T OR REGI" t
.................~....................*......~.!...*.............
0'!'HEJl
COMPANY
SI GWA TOll:!
r.
8TATI CEaT 01\ ~GIST t
......f .... H &.VV II ."V" Vl. \,IV 6~. &.."t.L.<6 1.I.....U...41....l.,,1o/ V\llWUHN
r^A nv, OlrIOU-UULl
r. UU,
A. NOT1CE or DEED RESTRICTIONS
Thll under'lIigned understancLe that this permit may be 8ubject to "(i$ed rutrictionll" which
may be more r..triotive than City regulations, Tho undersigned ae8umea reapone~bility for
conplianca with any applicable deed ralltrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
It the owner ha. hired a contractor or contraotore to undertake work, 'thay ~y be required
to be licen8ed In accordancll with state and loc.l regulations, If the contractor i. no~
liollnlled ae required by law, both the owner and oontractor may be cited for a misdemeanor
violation ~der .eat. law. If the'owner or intended contractor are uncertain a. to what
licen.ing requirement. may apply tor tho intended work, they are advised to contact the
City ot Zephyrhlllll Building Deportment, 813-780-0020.
furtherMore. if the owner hae hired a cOntraotor or contractora, he i. advilled to have thll
contractor I.) sign portions of the "Contractor SeotioneN of thi. application tOr which they
will be re.ponsible. It you, as the owner signa a. the contractor, you are indicating that
you, rather than the con~ractor, are reeponsible tor the work. .It the contractor wishea
you to 51gn .11 contractor that may bean ind10a~ion thet' he io not properly liceneed and i.
not entitled to permitting privileges in the City or Zephyrhills.
C, TRANSPORTATION IHPACT ftES AND UTILITY CONNECTION rElS
D. CONSTROCTUION LIi:1'l I.AJo/ (CliAP'l't1\ 713, FLOalDA STATUTES, AS AHENDED)
I certiry that I, the .pplioant, hay. be.n provided with e copy'of -Florida's Construction
lien Law - Homeowner"'~rotection Guide" prepared by the Florid4 Department of Agrioulture
and Consuner Affair.. I f the Applicant ia .__one other that tlle "owner", I csdty that I
have obtained a copy or the abov~ deeoribed document and promi.e in good taith to deliver
it to the -owner" prior to oOll1lllenc_ent.
E. COWTRACTOR'S/OWHER'S AFFIDAVIT
I certify that all the information in thi. application is accurate and that all work will
be done in compliance with all applicable laws regulating conetruotion, zoning, and land
developnent.
Appli~ation is hareby made to obtain a pernit to do work and inetaliation a. indioatgd. I
certify that no worK or installation haa oomm.nced prior to i..uahoe ot a permit and that
all worx will be p~rtormlld to me.t standard. of all laws requlatlnq construction, City
codes, zoninq regulations, and land develo~nt regulations in the jUrisdiotion. I aleo
certify that I understand that the reOulation. ot other governmental agencie. ~y apply to
the intended work, and that it i. my re.pon.ibility to idantity w~t aotions I muet take to
be in compliance. Such agencies include but are not limited to: .Department ot
Environmental RegulaCion-CyprQ$s Bayheads, Wetland Areas and Environmentally Sen.itive
L~nds, Water/Wastewater Treatment
'Southwellt rlorida Water ~anagement District-Wella, Cypress Bayheede, Wetland ~e.s,
Altering Watercourses
'~y Corps of Engineer.-Seawalle, Docks, Navigable Waterwaye
'Department or Kea1th ~ Rehabilitative Service., Environmental Health Onit-Wells,
Wa.Cewater Tre~tment, Septic Tanka
'O.S. Environmental ~rotection Agency-Asbestos abatemen~
I also certify that, if fill m4terial ie to b. used in Flood Zone -AN or ~A,etc.N, it i.
under.tood that a drainage plan addressing a -oompensating volumen will be aubmitted which
18 prepared by a profesaional engineer registered in the State ot Florida prior to permit
lSSuance.
A permit issued shall.be construed to be a license to proceed with the work and not as
authority to violate, cancel, a.lter, or .et a tide, any provisions ot the techniClll codea,
nor shall issuanCe ot a permit prevent the Buildlng Otr10iel tro~ thereatter requiring a
correctlon oC errors in plans, conetruotion, or violations ot any code. Every pernit
iSllued $hall bec~ invalid unless the work author~zed by such permit is commenced within
six ~nth. ot issuance, or it work authorized by the permit i. suspended or abandOned for 'a
period ot six Ronth. after the t~e.the worx 1s Co~enced. One 90.ctay extension of time
may be allowed tor the permit with fee charge of '15.00, The extaneion shall be requested
1n writinq to'the Building Offioial. An approved inspection'mu.t be logged during .ach six
Month period, or the project will be oon.idered abandoned,
~ING TO O~ER: YOUR ~ILURE TO RECOaO A NOTICE or COMMENCEMENT HAY RESULT IN YOUR
PAYING TWICE FOR INPROVEHENTS TO YOOR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT
WIT/! YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE or COMMENCEMENT. JOS'S UNDER
$2.500 IN VALUE DO NOT HEED TO RECORDAHD POST A "NOTICE OF COMMENCEMENT".
SIGNATURE I CONTRACTOR
SIGNATURE: OWNtR OR AGENT
STATE or rLORIDA
COONn Of
The tore going instrunent wall acknowledged
Sefore me this _ day ot r '2L
by
lnAme or pereon aoknowledglldl
Owho is personally known to Re, or
o who has produced
(type of identification)
and whoO did Odid not take an oath.
StATE OF FLORIDA
COUNTY or
The toreqoing instrument wee
Before me thie ---Siay ot
by
aclcnowledged
,20_
(n... of person aoknowledged)
~ho i8 person.lly known to Dei or
o who has Produoed
(type of identification)
and who Odid QUd not take en oath
Si9nature of person taking acknowledgeMent
Signatura of person taking aCknowledgMent
N~ typed, printed or .tamped
Nama typed, printed or 8tamped
PERMITS R US
1 7 12 8 DOWNS DRIVE
ODESSA, FL 33556
813-926-9965 (PHONE)
813-926-8536 (FAX)
FACSIMILE TRANSMITTAL SHEET
TO:
Permitting Dept.
COMPANY:
City of Zephyrhills
FAX NUMBER:
FROM:
Monica Watson
DATE:
September 21, 2006
TOTAL NO. OF PAGES INCLUDING COVER:
PHONE NUMBER:
SENDER'S REFERENCE NUMBER:
RE:
YOUR REFERENCE NUMBER:
~RGENT 0 FOR REVIEW 0 PLEASE COMMENT 0 PLEASE REPLY 0 PLEASE RECYCLE
'. .' 0,
Please find the enclosed permit application for 37410 Derbyshire Dr. Please
call if you have any questions.
Thanks,
Monica
,..
-
~
-- -2Utl'O- 09..:"'B - -o9:3~
(1854) 813-838-9008
Ins SaLes/CGC1508417
P 4/4
.. ''''''~.::~,":...~~*;':-:::::.ti...: ~::~~{+i.
Exterior .:;:....... I.nterl~r " Prehung Unit
Item Number ....~ .i :., ..",. 'j ('/ RH 0'" LH 0
# _. . .. Ooor(s) Size D 36 x 80 0 32x80 ,9 Ot~~~.~.i~
Item Number I (./ ,'/ ~7 "l / RH 0 LH 0 .::::', .7C-'~'~" ( /_-6CJ,/L.
# Door(s) Size 0 36 x 80 0 32x80' 0 other Size
Delivery of Door Yes g---. No 0 (check one)
Haul away of any debris related to Installation; Yes r:a--- No 0
B..lc lnatallatlon Includes -". following:
-Nonnallnstallatlon of door in same size square opening in good condition
-Installation of hardware with pre-bored door
-Reinstallation of present casing or customer provl~ed new casing
-Clean-up of job-site
Ba.ic Installation doetl not include the following: . .
-Reframlng or alterations to existing structure or carpentry work resulting from old .o.r damaged structure
-Any reinstallation of Burglar Alanna .
-Any. painting or staining or finishing of new door unit
-Reinstallation of Screen or Stann or Security Door
-Reinstallation of vinyl or aluminum covering on exterior molding
With the exception of Burglar Alarms and finishing. any of the above labor items can be contracted at an additional cost and must be
specifically listed In the additional specifications block on this contract.
. Slab
For warranty. t() be valid -
customer must finish frame
and all six (6) sides of door
Immediately (within 5 days)
idter InsteIllation.
Cu.tomer Initial.
(check one)
. '.' ............................................................. ........ ..1IIl'........
~~~:E:Ea:i==:!:!!:::~:=:::E!:::!:!:;::::~1::;$:::!:::!:::--.~
. . .
'/' '.~. ...- -'
~
.::
"
;;..
..~
Wcwk Is to-.:ommence upon ~abl. availability of Contractor which I. antIcIpaI8d to be
EstImaliad hItIDn d._ I., . (fill In cIa_J.
(filii" ~].
NOTICE TO CUSTOMER
All /toms 118tQd In this contract and apeolfloallon eheel(s) are to be Installed under conditions agreed upon at tlmo of purchaae and 8t the prloe appearing on this
contract fonn. Thl. _...mes eovncl existing sub5tructures. superstructure IUld points of attach~U1. Extra labor or materlallncldent to Installation necessltatod
by deleotlve substruotures. super3tructure. points. 0' attachment, ot the moving of fbctur_ or appliances. to be billed at extra cost to customor.
DO NOTSION THIS CONTRACT UNTIL COMPLETE AND YOU HAVE RE.CLD~~ ~RMS AND CONDITiONS CONTAINED ON THE
REVERSE' SIDE OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLI!DGING THAT YOU HAVE READ, UNOER-
STAND AND AGREE TO THE TERMS AND CONDiTiONS SET FORTH ON THE REVERSE SIDI! OF THIS CONTRACT. YOU ARE
ENTITLED TO A CO~y OF THIS CONTRACT AT TI;:IE TIME OF SIGNATURE.
WI"tNESS Oun HAND(S) AND SI.:AL(S) BCLOWTHIS _ IL.{ DAYOF <:7'C.::;.i. 1-7;:... '"/:."'_ .' '~::;.:o...~, Y:-,. ...,-.-- ..'
.-.- '..v" ~' .< ./:..J'~"",,,,__ ",.,. ,.;,J.--'?"........ ,/
WITNESS ....-. .-- ...~~='-~-l -:;.... "" './ ~:1~ ..,' ~.-;?.., ...... .~.", ~ - (Seal)
\ ~",. . .~:..-:~.:.,..",..'.... ._._,~.._ ._/<:.;:-:~"'-:~ ~r..,.)- '. .~~ . . ~~)' " ",' ./....,,"'.
,_, C' ,j~~.. . ~- ..'- -'iC7"'-\.- (Seal) /" .. (Seal)
~1Ilriii'Abov& "-'''' . . SpoUR&
;,,;.~ .. '.io ~....~w -.it. . ~ 0; :.; t.... '..ap' . of triaa' COiitfact WiUc'H WU.~ 'e~ fa' pHdr'.fQCU~a: ....;~;~L7".-;;.....It:t. '
~1:iJfOYOU. :Oit=~r mitVe.i1~ .~tNri~rion;.ai#ii_~~~Of~'fJiid~._ .,..,ttMt4... Ofu.i.Mai'f~idri.: '
'$eje:d1a8lt801Nid ilotl".c'e o'oano8Jr.lIO~'btft1 forll.n:,,~p!-~~ot'~~I"~: ~ ~.::- ".. ,.,.~:....:. ",".' ,..
FILE COPY
PROJECT NAME
MILTON
PROJECT ADDRESS 37410 derbyshire dr
LOWES STORE #
1854
PRODUCT
CATEGORY SUB CATEGORY MANUFACTURER FL PRODUCT APP #
EXTERIOR DOORS SWINGING MASONITE FL 4904
Florida Building Code Online
:;;'11 f:: NA'VIGA110N
I
"."."1111:(1
PIIOnlJCT APPIlOVAI" Prodllet Type Detail
"r- ''If I"'""
Overview Product Search Organization Product
Search Application
User: Public User - Not Associated with Organization -
Need Help?
Application #:
Date Submitted:
Code Version:
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.org/pr/pr_ detl.asp?IPT=4904&R V=O&fm=ROSrch
Page 1 of 5
I...
~
II
-
.
'.
.
.
.
10/5/2005
Florida Building Code Online
Evaluationffest Reports Uploaded:
Installation Documents Uploaded:
Product Approval Method:
Application Status:
Date Validated:
Date Approved:
Date Certified to the 2004 Code:
Page:
~
pp/Seq
#
Product Model # or
Name
904.1
ood-edge Steel Side-
Hinged Door Units
904.2
ood-edge Steel Side-
Page 2 of 5
PTID 4904 I Install 68 WE
Glazed.pdf
PIID 4904 I Install 68 WE
Opaque. pdf
PTID 4904 I Install 80 WE
Glazed.pdf
PIID 4904 I Install 80 WE
Opaque.pdf
Method I Option A
Validated
09/27/2005
Page 1 J 1
Model
Descri tion
Limits of Use
Evaluated for use in
locations adhering to the
Florida Building Code
ncluding the High Veloci
Hurricane Zone, and
here pressure
requirements as
etermined by ASCE 7,
inimum Design Loads
6'-8" Opaque I/S or Buildings and Other
nd O/S Single tructures, doe~ not
or xceed the deSIgn
o pressures listed. 3'-0" x 6'-
" max nominal size. Max
DP = +/- 76.0. When large
missile impact resistance
s required, hurricane
protective system is NOT
required. See installation
rawing DWG-MA-
FL0128-0S for additional
nformation.
8'-0" Opaque I/S
nd O/S Single
Evaluated for use in
locations adhering to the
Florida Building Code
ncluding the High Velocity
Hurricane Zone, and
here pressure
requirements 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
10/5/2005
J:<londa tlulldtng Code Unllne
904.3
904.4
Hinged Door UlJits
ood-edge Steel Side-
Hinged Door Units
ood-edge Steel Side-
Hinged Door Units
.page j or :>
Door
xceed the design
pressures listed. 3'-0" x 8'-
" max nominal size. Max
DP = +1- 70.0. When large
missile impact resistance
s required, hurricane
rotective system is NOT
required. See installation
rawing DWG-MA-
FL0129-05 for additional
nformation.
Evaluated for use in
locations adhering to the
lorida Building Code
ncluding the High Veloci
Hurricane Zone, and
here pressure
requirements as
etermined by ASCE 7,
inimum Design Loads
or BUildings and Other
tructures, does not
6'-8" Opaque lIS xceed the design
nd OIS Door wI pressures listed. 12'-0" x
r wlo Sidelites '-8" max nominal size.
ax DP = +1- 55.0. When
large missile impact
resistance is required,
hurricane protective
ystem is NOT required
n opaque panels, but is
required on glazed
panels. See installation
rawing DWG-MA-
FL0128-05 for additional
nformation.
Evaluated for use in
locations adhering to the
Florida Building Code
ncluding the High Veloci
Hurricane Zone, and
here pressure
requirements as
etermined by ASCE 7,
inimum Design Loads
or Buildings and Other
8'-0" Opaque liS tructures, doe~ not
xceed the deSign
pressures listed. 12'-0" x
'-0" max nominal size.
ax DP = + 45.0 1-50.0.
en large missile impact
resistance is required,
hurricane protective
ystem is NOT required
n opaque panels, but is
required on glazed
panels. See installation
rawing DWG-MA-
FL0129-05 for additional
Door wI or w/o
idelites
http://www.floridabuilding.org/pr/pr _ detl.asp?IPT=4904&RV=0&fm=ROSrch
10/5/2005
Florida Building Code Online
904.5
904.6
904.7
ood-edge Steel Side-
Hinged Door Units
ood-edge Steel Side-
Hinged Door Units
ood-edge Steel Side-
8'-0" Opaque
IS wI or wlo
ide lites
6'-8" Glazed lIS
nd O/S Door wI
r wlo Sidelites
8'-0" Glazed liS
Door wI or w/o
Page 4 of 5
nformation.
Evaluated for use in
locations adhering to the
lorida Building Code
ncluding the High Veloci
Hurricane Zone, and
here pressure
requirements as
etermined by ASCE 7 J
inimum Design Loads
or Buildings and Other
tructures, does not
xceed the design
pressures listed. 12'-0" x
'_0" max nominal size.
ax DP = + 50.0/-45.0.
en large missile impact
resistance is required,
hurricane protective
ystem is NOT required
n opaque panels, but is
required on glazed
anels. See installation
rawing DWG-MA-
FL0129-05 for additional
nformation.
Evaluated for use in
locations adhering to the
Florida Building Code
ncluding the High Veloci
Hurricane Zone, and
here pressure
requirements as
etermined by ASCE 7,
inimum Design Loads
or Buildings and Other
tructures. does not
xceed the design
pressures listed. 12'-0" x
'-8" max nominal size.
ax DP = +1- 50.5. When
large missile impact
resistance is required,
hurricane 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
ncluding the High Velocity
Hurricane Zone, and
here pressure
requirements as
etermined by ASCE 7,
inimum Design Loads
or Buildings and Other
tructures, does not
http://www.floridabuilding.org/pr/pr _ detl.asp?IPT=4904&R V=O&fm=ROSrch
10/5/2005
Florida Building Code Online
Page 5 of5
Hinged Door Ur:lits
idelites xceed the design
pressures listed. 12'-0" x
'-0" max nominal size.
ax DP = +40.0 I -45.0.
en large missile impact
resistance is required,
hurricane protective
ystem is required. See
nstallation drawing DWG-
A-FL0131-05 for
dditional information.
Evaluated for use in
locations adhering to the
Florida 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
Do I wI tructures, does not
. or.w or 0 xceed the design
Idelltes pressures listed. 12'-0" x
'-0" max nominal size.
ax DP = + 45.0 1-40.0.
en large missile impact
resistance is required,
hurricane protective
ystem is required. See
nstallation drawing DWG-
A-FL0131-05 for
dditional information.
904.8
ood-edge Steel Side-
Hinged Door Units
Next
CopvriQht and Disclaimer; @2000 The State of Florida. All
rights reserved.
I"'~-
http://www.floridabuilding.org/pr/pr_ detl.asp?IPT=4904&R V=O&fm=ROSrch
10/5/2005
2006-07-24
13:49
(727)725-7009
LOWES1714CGC1508417_
P 2/6
X
Unit
IVlID-WI. .MA0001.02
SINGLE DOOR
~
. . + .
.
1 1 1 1 t.ttc
.... ---4 - ..
I-
... - - -~
31'
TYp.
BUILDING SHALL COMPLY wITH
ALL APPLICABLE BUILDING,
ELECTRICAL, PLUMBING AND
MECHANICAL CODES
.... -4
l\'linil11um fastener Count
..- -
"-
· 6 per vtnlcll frImIng member for
7'0. _I and _Ier .
· 8 per vertical hnlno member 'or
heIGhts grutlt' than 7'0'
. 4 per horlzontll 'ramlng member
- -~
HI. .ad IIItb ,lata ..qa... two
2.1,'Z"loIg ICI'IWIptr IGcatIoI.
.... --
-- -...
... -
- ...
. WIdth of door unit plus 1/r
. H./olrt of door unit plus 1/4-
Rough Opening (RO)
-
............, 1IIl1lD1W/IIW........ ~lall2$Mr7C IlId ClJ'/TMI ~ ~1lII'"
-7- =~~~~InIIII"'~ 1===I~ClO4=-
....... ~~orh MIIanlIIIchDI_.
latching Hardware:
· Compllance reqlirn IfIat GRADE 3 01 better (ANSIIBHMA A 156.2) cylindrical Md deadloek hardware be Installed..
. UNn1 COVStEIJ IV COP DOCUMENT lUG" , lI268" , 1241' , at48, US1" or use
Compliance requires that 8' GRADE 1 (ANSIJBHMA A158.18) surface bolts be Installed on latch side of active door pantl_ (1) ., lop
and (1) It bottom.
"Based on required Destgn Pressure - see COP shut fO( dttalls.
Notes:
1. Anchor calculltlons have betn carried oul with the fastener llting 'rom Ibe dlfflrtfll 1a$t.nera being consldtlld fOr use. Jamb and \lQd fastlneB
~ for IhIs unlllnclude lOcI cornmon 11III1:1. Thrabold 'utlnere .naJyzed 'or lhls unlllnclud' Uquld Nals BuildlQ Choice 490 (or equal
ltI'uctlIra/ adlItsIYt).
2. The common nail single shur dnlon values come from AHSVAF & PI. NOS for southern pine lumber wItfJ I side member IllIekneSS 011-1/4" and
Ichltvement 0' minimum embedment of H/4..
3. Wood buclcS by orhets. must be IUIchored properly to trans'er loads to Ill. SlI'UCture.
'.--'
II
~ 10, 2OQ3
Illr-.._...____.
.....---.............--
Date:
Address:
Type:
0t - d-d.-oCa
Review Comments By: B. Burgess
30 L\-l 0 D Q.A h'-r::"'~'-" ~
r~\("\~o ~ ~
ND
(OM~~-r~