HomeMy WebLinkAbout07-6612
I I
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
6612
6612
ADDITION/ALTERATION
434-ADD/AL T RESIDENTIAL
NOT APPLICABLE
Address: 5246/5248 9TH HI TORIC
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 11-26-21-0010-16900-0200
12,000.00
4/10/2007
135.00
135.00
4/10/2007 Phone:
REMOVE & REPLACE WINDOWS & DOORS-APPR. GIVEN PER BJ
ame: M INC.
Address: 5246/5248 9TH ST -HISTORIC
ZEPHYRHILLS, FL. 33542
- .&\) n~~
~~jQ0~W
q~ <~.\ \t\ fL,
~4-\ 1 \~,~\~,
FOOTER LUM
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRI LINTEL MISC MISC.
1ST ROUGH PLU B PRE-METER INSULATION WALL MISC.
DUCTS INSTALLE WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION OLE FRAME MISC. MISC.
REINSPECTI N FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection
trips are n ssary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty nstruction c) repairs or corrections not made when inspections called d) work not ready for
inspection w en called e) permit not posted on job site f) plans not at job site g) work not accessible.
NOTICE: In ad ition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found n the public records of this county, and there may be additional permits required from other governmental
entities such a water management, state agencies or federal agencies.
The payment f inspection fees shall be made before any further permits will be issued to the person owning same
"Warning to wner: Your failure to record a notice of commencement may result in your paying twice for
improvemen to your property. If you intend to obtain financing; consult with your lender or an attorney
before rece ing your notice of commencement."
NO OCCUPANCY BEFORE C.O.
~-~
R SIGNATURE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020
City of Zephyrhills Permit Application
Building Department
Fax-813-7BO-OO21
A.)
f'tV~
I ?. _0/1 ,- ~ 1 '1y
f)'f'ei BI./ OVI"
D~d ~
~,~. ~3~vS-~cn ~~~/v
I
I
I
LOTtI ~1) I
PARCELID#III- ~ f&, - ~ 1- ~/D-I(P('10C - ~ cD
(OBTAINED fROM PROPERTY TAX NOTICEI
SIGN 0 MOVE D
OwnerPhoneNu~r
Owner Phone Number I
Owner Phone Number I
~
Owne~ Address I t:.t CD 3C{
Fee Sllinple Titleholder Name I
Owne
Fee Sl~ple Titleholder Address I
1.5" d4~ - (;e>4'6
I
S',
ED USE
F CONSTRUCll0N
E3
D
D
O_____ADDIALT D
~ REPAIR
o COMM D
o FRAME D
I N~ ..f.- t<et)It'tC~
SQ FOOTAGE I
NEW CONSTR
INSTALL
SFR
BLOCK
DEMOLISH
OTHER I
STEEL 0
OTHER I
IPll0N OF WORK
w ~ (\~L"''L(''
I HEIGHT I
01- beo(l~
I
I
I$/;;~ ~
D ELECTRICAL 1$
D, PLUMBING 1$
D I MECHANICAL 1$
D GAS D
FINIS ED FLOOR ELEVATIONS I
ROOFING
I
I
I
I
o
I
. VALUATIO~F TOTAL CONSTRUCTION
t "2. /' ~\"
t. 'J;:)v
~PSE~CE 0 PROGRESS ENERGY
D
W.R.E.C.
BUILDING
J 1. I) LIt 10/01
;JOG fU-lV
~lil""
~./'~'~~ ~ I COMPANY ID~A\ltUi.>' ~~<<~~'r-
" ~~ ~'" REGISTERED I_N I fEE CURRENT
C ~L JJt~ tt 335"~censetl I (;C~C/S-IIId.~J) I
ELE RICIAN I I COMPANY I I
SIGN TURE , . REGISTERED Y I N fEE CURREIiT ~
I License" I
I ;=~:: Y I N FEE CURREIiT ~ I
I License" I
I
I
I
I
VALUATION OF MECHANICAL INSTALLATION
SPECIALlY D
FLOOD ZONE AREA
OTHER
DYES
DNO
COMPANY
REGISTERED
YI N
fEE CURREIiT
~
License"
COMPANY
REGISTERED
YIN
FEE CURREIiT
~
License ,
Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms
Minimum ten (10) working days after submittal date. Required onsile. Construction Plans. Sanitary Facilities & 1 dumpster
Attach (3) sets of Building Plans; (1) set of Energy Forms.
Minimum ten (10) working deys after submittal date. Required ansite. Construction Plans. Sanitary FaclUties & 1 dumpster
All commercial requirements must meet compliance.
Attach (2) sets of Engineered Plans.
-PROPERlY SURVEY required for ell NEW construc;tion.
tlon",
ill out application completely.
wner & Contractor sign back of application. nolaliZed
f over $2500, a Notice of Commencement Is reqUired. (AlC upgrades over $5000)
ent (lor the contractor) or Power of Attorney (for the owner) would be someone with notarized leller from owner authorizing same
OVE THE COUNTER PERMITllNG (Front of Application Only)
eroofs Sewers Service Upgrades AlC Fences (PlotlSurveylFootage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS The undersigned understands that thiS permit may be .S~bjeCl to "deed" restncbons'
whicrl may be more restrictive than County regulations. The undersigned assumes responsibility for compliance WIth any
app\i4able deed restnctlons.
UNLiENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contr ctors to undertake work, they may be required to be licensed in accordance with state and lo~1 regulations: If the
contr ctor is not licensed as required by law, both the owner and contractor may be Cited for a misdemeanor violation
und r state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
interiled work, they are advised to contact the Pasco County Building Inspection Division-Licensing Section at 727-847-
800. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
porti ns of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
cont actor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
Coo ty.
TR NSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90- 7, as amended. The undersigned also understands, that such fees, as may be due. will be identified at the time of
per itting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
re iving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
fina power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco Courty Water/Sewer Impact
fee are due, they must be paid prior to permit issuance in accordance with applicable Pasco Couhty ordinances.
CO STRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
ce ify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law-Homeowner's
Pr ection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
oth r than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to
del ver it to the "owner" prior to commencement.
C NTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
wil be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
he eby made to obtain a permit to do work and installation as indicated I certify that no work or installation has
co menced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
co struction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
ce ify tI1at I understand that the regulations of other government agencies may apply to the intended work, and that it is
m responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection-Cypress Bayheads. Wetland Areas and Environmentally Sensitive
Lands. WaterMJastewater Treatment
Southwest Florida Water Management Dlstflct-Wells. Cypress Bayheads. Wetland Areas. Altenng
Watercourses
AImy Corps of Engineers-Seawalls Docks. NaVlgable Waterways.
Department of Health & Rehabilitative ServiceslEnwonmental Health Unit-Wells. Wastewater Treatment.
Septic Tanks
US Environmental Protection Agency-Asbestos abatement
Federal Aviation Authority-Runways
nderstand that the following restrictions apply to the use of fill
Use of fill is not allowed in Flood Zone "V' unless expressly permitted
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area. I certify that use of such fill will not adversely affect adjacent
properties If use of fill is found to adversely affect adjacent properties. the owner may be cited for violating
the conditions of the building permit ISSUed under the attached permit application. for lots less than one (1)
acre which are elevated by fill an engineered drainage plan is required.
I am the AGENT FOR THE OWNER. I promise in good faith to inform the owner of the permitting conditions set forth in
t is affidavit prior to commencing construction I understand that a separate permit may be required for electrical work.
lumbing, signs, wells, pools, air conditioning. gas. or other installations not specifically included in the application A
ermit issued shall be construed to be a license to proceed with the work and not as authority to violate. cancel, alter. or
et aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
r quiring a correction of errors in plans. construction or violations of any codes Every permit ISSued shall become invalid
nless the work authorized by such permit is commenced within six months of permit issuance. or if work authorized by
t permit is suspended or abandoned for a period of six (6) months after the time the work is commenced An extension
ay be requested. In writing. from the Building Official for a period not to exceed ninety (90) days and will demonstrate
j stifiable cause for the extension If work ceases for ninety (90) consecutive days. the job is considered abandoned.
/1
I I
. __. .___..I.~.___.__._M__.__"_______.__'-_."....
City of Zephyrbills
BUILDING PLAN REVIEW COMMENTS
ContractorlHombowner:
/)uYtlI'0AJC
~,- 9-0 7
62t/.t - 52 </8 tj/d S'f-
Permit Type: ,(emtFN '6 /e/Jldte tJ;/'dtnJ.J /~/CS
Approved wino comments:J Approved withe bel~ ~ments: 0 Denied withe below comments: 0
ijpf I/;y,<f!. 6c
Date Received:
Site:
This commen sheet shall be kept with. the permit and/or plans.
Date Contractor and/or Homeowner
(Required when comments are present)
I I
1111I11111111111111111111I111111111111111111111111111111111I
2007060483
NonCE OF COMMENC~IIT ~
Stat!3 of {:'{D I<.;...D (:).. County of U::13Sc 0
THa UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with
ChaPter 713, Florida Statutes, the following information is provided in this Notice of Commencement:
1. Description of Property: Parcel No. S;)." I.:, .- 6" ~t.{~ AJ Cf'1---h. 5"T Z e.i>J+\.( (k: 1/> r:: L
I2.i ,.;-r:t: II ~dle .-(ll- 0010 -/ G. f()C - 0 (J.f:jD C ;'t~ l> f Z' -ePA.",,. k: M <.. 33S'-} ~
(legal description of the property and street address if available) fa I Pc:> :;'Lt t...o T de
,} P' ~bU.':
2. General Description of Improvement f (' '2-/V 0 L.V.) 1'-," a r1 0 - :3'\12 u c 1-0 ('=- I ~ q
3.
Owner Information: Name /n e- 'N6. J -Tnc'--
u A ~\t'(
1 {p 31.{ I\J I of<.: j)..q 11 V {~, ,,1 ~ti\"-~
Address City
Interest in Property: j),GS.DtN-r
Name of Fee Simple Titleholder:
Rcpt: 1088936
DS: 0.00
04/05/07
Rec: 10.00
IT: 0.00
Dpty Clerk
{:'I-. 3..3&'D3
Stale
(If other than owner)
JED PITT"AN~ PASCO COUNTY CLERK
04/05/07 1~ : 34pm 1 of 1
OR BK 7451 PG 1725
Slate
4.
Address
<flrtractor: Name /)0 ('. f-l rV1;(\ It
tJD 60k bLt &--
Address
City
12or:. ~.' ~1e 'i- t':Ot1O"h"L:.<..'t-iot1,
<..J--hlJ Y)D '1nc,iA/~'~
City
.:t/Ul ~
fL
Stale
3?JS<i d--
R
5. Surety: Name
Address
City
Stale
Address
Amount of Bonet $
6. Lender: Name
Stale
7.
pon whom notices or other documents may be served
Name
Stale
Address
City
8.
In addition to himself, Owner designates
of
Notice as provided in Section 713.13(1)(b), Florida Statutes.
to receive a copy of the Lienor's
J9.. Expl",,,," "Ie of Nof;oo of Commenoomem. one"", Oem !he dote of """"''''' ""Ie" . d_ dote ·
. ,peclfied. ~
I . lp'h ~/2.
ST TE OF FLORI~)4SC
C UNTYOF G
Th
diP 't-iL fYl A1'L f.I ~,')
(date), by
NOTARY
. TEEnwEN.
JWINDOWS & DOORS
Premium Wood-Rantoul
PERFORMANCE DATA
PRIMED WINDOWS
r'JFRC CHtlficd
Stt uctln,ll H()tlllq<,
f1ft dlH t
Glcllinq
U f,.l{.tl'l
--1-------
I SflC1C ii /\11 DP
---
Tradition Plus
Primed Casement
IG Clear 0.45 0.53
IG Low-E argon 0.31 0.28 0.02 35
Tradition Plus IG Clear 0.46 053
Primed Awning W ndow IG Low-E argon 0.31 0.28 0.02 35
Tradition Plus IG Clear 0.46 0.60
Primed Fixed Case IGLow-Eargon 0.29 0.32 0.01 35
Tradition Plus IG Clear 0.50 0.57 ".
Primed Double-H IG Low-Eargon 0.34 0.31 0.19 30
Tradition Plus IG Clear 0.47 0.61
Primed DH Fixed IG Low-E argon 0.31 0.32 0:20 30
Tradition Plus IG Clear 0.48 0.60
Primed Sliding Wi dow IG Low-Eargon 0.30 0.32
Tradition Plus Sas Look IG Clear 0.46 0.61
Primed Transom indow IG Low-E argon 0.29 0.32
IG Clear 0.45 0.66
IG Low-E argon 0.26 0.35
IG Clear 0.46 0.67
IG Low-E argon 0.27 0.35
French View IG Clear 0.45 0.52
Primed Transom IG Low-E 0.30 0.28
ZapPak IG Clear 050 0.57
Primed ()H Sash IG Low-E argon 0.34 0.30
It
I WRC Cdtlfl<"d Strt!lTtHc1t RdtlfHJ~
- - -- - -- , - -- - - -- - -
I LJ ~-dtWt - -- -T - ~I r-
Ploch (t Gld21tHl SHG( I r\1r I DP
I I
French View IG Clear 0.44 0.44
Primed In-Swing atio Door IG Low-E argon 0.31 0.24
French View IG Clear 0.44 0.44
Primed Entry Doc IGLow-E argon 0.31 0.24
French View IG Clear 0.46 0.46
Primed Sliding Pa 10 Door IG Low-E argon 0.34 0.25
French View IG Clear 0.46 0.46
Primed Bi-Parting Patio Door IG Low-E argon 0.34 0.25
French View IG Clear 0.44 0.45
Primed Out-Swin Patio Door IG Low-E argon 0.32 0.24
Hallmark IG Clear 0.45 0.48
Primed Hinged P tio Door IG low-E argon 0.31 0.26
Traditional (SPD) IG Clear 0.49 0.62
Primed Sliding Pa ioDoor IG Low-Eargon 0.31 0.33 .
The performance able and its values represent only those glazing options listed. A complete list of optional performance values including optional glazing,
optional grills and other contributing factors, can be obtained by contacting your JELD-WEN representative.
PRIMED DOORS
JELD-WEN reserves the right to change specifications without notice.
I I
, JELD~ WEN : Wood - Premium Wood Tradition Plus Windows & Patio Doors - Double-... Page I of I
~if;if':'~ - '" "'":~ J\! e'(; ~ ~;,,;.y ~ f\;;~
~1IJ- l.) , \ ~ t'
~'; "dblil!!~, ..i '
:( , ,~,'" c~,~'~
. So'd pine AuraLasfrM wood protects against wood decay, water absorption
an tennite infestation.
. Na ural wood interiors ready for painting or staining
. W od exteriors are factory-primed and ready for painting
. Lo -maintenance aluminum-clad exteriors in six colors: Hartford Green,
De ert Sand, Brilliant White, Chestnut Bronze, French Vanilla, and Mesa
Re
. Hi h-perfonnance argon-filled Low-E insulating glass
. C stnut Bronze hardware
. 4- /16" jamb width
. In ulated Flex-Hinge jambliners, which provide consistent ease of operation
. A ombination of TPE bulb and vinyl-covered foam weatherstrip
. Til -in removable top and bottom sash for easy cleaning
. Fi erglass mesh screens available in our six clad colors
. St ndard sizes ranging from l' 9-3/8" x 3' 0" to 3' 9-318" X 6' 4"
. M ny egress-sized units
. D signed to be factory-combined with other Premim Wood Tradition Plus
pr ducts
httn'lllp.ln~wen.com/attrihutes/text tmD1.cfmlattribute id/312
4/4/2007
I I
19.31
Limits of Use (See Other)
Approved for use in HVHZ:
Approved for use outside HVHZ:
Impact Resistant:
Design Pressure: +/-
Other: Tradition Plus Double Hung Window
130-H-607-00 H-R35 46in x 80in maximum size.
Product must be installed in accordance with the
attached installation instructions. Not for use in
HVHZ. Glazing shall comply with ASTM E 1300-
02
5819.32 radltion Plus Double Hung
Window 130-H-607-01
Limits of Use (See Other)
Approved for use in HVHZ:
Approved for use outside HVHZ:
Impact Resistant:
Design Pressure: +/-
Other: Tradition Plus Double Hung Window
130-H-607-01 H-R35 32in x 78in maximum size.
Product must be installed in accordance with the
attached installation instructions. Not for use in
HVHZ. Glazing shall comply with ASTM E 1300-
Tradition Plus Primed Wood
3234 Double Hung Window
130-H-605-01
Limits of Use (See Other)
Approved for use in HVHZ:
Approved for use outside HVHZ:
Impact Resistant:
Design Pressure: +/-
Other: Tradition Plus Primed Wood 3234
Double Hung Window 130-H-605-01 H-R30 37-
\ 1/2in x 76-1/2In maximum size. Product must
be installed in accordance with the attached
t installation instructions. Not for use in HVHZ.
I Glazing shall com I wi 00-02
5819.34
Limits of Use (See Other)
Approved for use in HVHZ:
Approved for use outside HVHZ:
Impact Resistant:
Design Pressure: +/-
Other: WPDH 419-H-749-00 H-R50 3ft 1-1/2In
x 8ft 10-3/4In maximum size. Product must be
installed in accordance with the attached
inc:bll~tinn instructions. Not for use in HVHZ.
ertification Agency Ce
Installation Instruction
Verified By:
Aluminum Clad Double Hl
Certification Agency Ce
Installation Instruction
Verified By:
Double Hung Window
Certification Agency Ce
Installation Instruction
Verified By:
Wood Fixed Mulled Over [
Combination Assembly
Certification Agency Ce
Installation Instruction
Verified By:
Inst~lation Instructions for
Prim d Wood Windows without Applied Exterior Trim
..111012 ( 2/03)
I
I
I
Table 0 Contents
Precautio s & Safety ..... .... .............. .... ....... ........... ......... .......... ....................................................................2
Handling ............ .......... ............ ..... .... .......... .... ...... ...... ....... ...... .................... ......... ......... ....... ... ............. .... ...2
Prepare ill Pan................... ................ ............. .......... ..... ......... .... ........................ ................... ........ .............3
Inspect a d Prepare Window............. ......... ............ ....... .......... .......... .................. ....... .............. ................... 4
Inspect R ugh Opening................................................... ................................................ .............................4
Prepare ough Opening........ .... ......... ................... ...... ........ ....... ...... .... ....... ...................................... ..........5
Install Wi dow....... .... ......... ............ ............. .... .................. .............. .... ........................ .................... ............. 5
Completi g the Installation....... ........................ ............... ...... ....... ............. ....................... ........................ ....7
Finish an Care Instructions........... ............................. ......... ........ ......... .......................... ...................... .......7
Appendi : Prepare Rough Opening for Sheathed or Open Stud Wall......................................................... 9
ThiS uide offers easy-to-follow instructions on how to install your primed wood window without factory applied
exterior .m (e.g. brickmold, Adams casing etc.) for block wall with buck construction, sheathed wall, and open-stud.
Correct i stallation will add to the lasting comfort and energy savings for the life of your new home. Please read and fully
unders d all instructions before beginning. Any local building code requirements supercede these recommended
installati n instructions. If installing in an area of high winds, see the structural engineering report of the product or
applicabl notice of acceptance for specific fastening requirements.
Newer c nstruction methods have led to an increase in air and water tightness in buildings. This can frequently lead to
negative nterior air pressure. Negative air pressure can draw water through very small openings, increasing the risk of
water Ie ge. The installation method seals the water plane of the window to the weather barrier of the structure and uses
a. sill p ,to capture and drain incidental stonn water from under the window.
l:bese inttructions do not apply to bow and bay windows and apply only to windows with a horizontal flat sill. Installation
such tha the window sill is higher than 35 feet above ground level or any window installation into a wall condition not
specific ly addressed in this document must be designed by an architect, structural engineer, or the manufacturer.
i
Degree of Task Complexity
Do-It-Yourself
.
Contractor
Proper asse bly and installation of window/patio door products is critical to ensure proper operation and performance of our JELD- WEN family of products.
Because stru ture design, construction methods and products can vary, we strongly recommend consultation with an architect or structural engineer prior to
the: installati n of any JELD-WEN brand products. JELD-WEN disclaims any and aJlliability associated with the use and/or provision of these instructions.
Any relianc upon the information or advice is at the risk of the party so relying. The installation information contained herein may be changed from time to
time witho notification.
\0 2003 JEL -WEN, inc. JELD-WEN, Caradco, Norco, Pozzi, Pozzi Wood Windows, Summit and Wenco are registered trademarks ofJELD-WEN, inc.,
Oregon US . Donat F1amand, DF, United Windows and Willmar are registered trademarks and JELD-WEN is a trademark of JELD-WEN of Canada, Ltd.,
Manitoba C ADA.
Fully Sheathed Wall Installation
The wall framing is c:overedby sheathing, and
the window sits flush inside the rough opening.
Open-Stud Installation
Open-stud Installation is common in the
SouthweSt and typically used with traditional
stucco exteriors. Wall framing is not covered by
sheathing.
Block Wall Installation
n assumes that a framework of 2x studs
buck) are fastened and sealed to the
my wallwith threa beads of sealant (use
mended for concretelwood joints and
ref's instruations). The comer joints of
k must also be sealed. We will refer to
of studs as the rough opening.
PrecaiJtions & Safety
General P ecautions
~ Do not work alone; we
reco end using at least two
people for installation to avoid
person I injury or damage when
workin with windows
~ Use ca tion when handling
glass; ~roken or cracked glass can cause serious
injury
~ Wear necessary protective gear (gloves,
clothi~, goggles, etc.)
~ Avoid ~earing rings, jewelry or loose clothing
~ Secure tools when working on a ladder or
scaffol ing
~ Secur ladders or scaffolding; follow equipment
manu cturer's operation instructions, warnings, ~
and ca tions
~ Secur and properly support the window until
compl tely fastened
-
Materials I
~ Alwa~ read and understand all manufacturer's
labels. efore beginning
~ Heed II manufacturer's warnings and cautions
~ Care lly follow manufacturer's application
instru tions
~ Prope ly dispose of unused products and waste
materi I per federal, state, and local
enviro ental protection rules
Handling
Materials
~
Protect exposed adhesive surfaces from dust/dirt prior to
application
Note: Temperatures below 320 may cause adhesive flashing
materials to shrink and buckle away from backing paper. If this
happens, make sure adhesive surfaces are protectedfrom debris.
Do not expose adhesive flashing materials to direct sunlight for
more than six weeks during storage
Apply self-adhesive flashing to surfaces that are dry and frost-free
After removing backing paper from adhesive flashing materials, do
not allow them to fold over and adhere to themselves
Press adhesive flashing materials onto surfaces with a j-roller
Cut and roll flat any adhesive flashing edge buckle
Do not allow any gaps or bubbles beneath adhesive flashing seal
(remove and replace flashing if necessary)
Avoid "over-spraying" adhesive onto surfaces not to be covered by
adhesive flashing (e.g. glass)
~
~
~
~
~
~
Door Product
~ Handle in vertical position
~ Do not drag on floor
~ Do not put stress on joints, comers, or frames
~ Store window in dry, well-ventilated area in near vertical, leaning
position and allow air circulation; do not stack horizontally
Protect from dust, water, and other contaminates
Protect from exposure to direct sunlight
Protect from accidental damage from wind and other job-site
damages
~ Install only on vertical walls
~ Install only in dry conditions and when sheathing is completely dry
~
~
~
I
I
I
nI012 InstJlation Instructions for Primed Wood Windows without Applied Exterior Trim
Page 2
Prepare Sill Pan
The sill pwi is a three-sided box made of thin, bendable, rigid sheet material that is not water
degradable (such as sheet metal .flashing) that the window sits in on the rough opening. It is designed
to catch er that infiltrates into the rough opening and divert it to the outside. This prevents
damage fro water collecting on the rough opening sill. Refer to Diagram 2: Sill Pan Preparation.
1 Prepar the sill pan as follows:
. Fo concrete/block wall, and for 2"x4" sheathed and open-stud walls
idJh of sheet material should be at least 6" (or at least 1/2" wider than the framing)
ength of sheet material should equal the length of the rough opening + 1"
a 2"x6" sheathed and open-stud walls
idJh of sheet material should be at least 9"
ength of sheet material should equal the length of the rough opening + I"
2 Creas. lines in the sill pan as follows (1A: concrete/masonry wall, or, 2A: sheathed/open-stud wall):
. L. ghtly crease a line inset 112" along both ends and one side of the sheet metal flashing
. easure the width of the side jamb (fig. 1) and add 9/16"
te: For double-hung product, be sure the back dam is sufficient in height to be sealed to the
in erior face afthe window sill.
. T ke this distance and measure out from the back side; crease a line the length of the flashing
For c ncrete/mosonry wall,
. Cpt the sill pan at the solid lines as illustrated in 1A
3 Fold t~e sill pan as follows:
. F~ld the three 112" sides up; using pliers, fold corners to outside of pan on short sides (IB, 2B)
. F~ld down at remaining crease line (1 C, 2C)
_Materials/ToolS
o Sheet metal f18~ I
~~~~:; roof valley i
g Metal CUtting sheers
Straight edge
o DUCk-biUed pliers (to
folding sII, pan r
comers)
Fig. 1. Jamb width
Diagram 2: Sill Pan Preparation
Ii\.
lB
IC
2A
2B
2C
JIlO] 2 Installation Instructions for Primed Wood Windows without Applied Exterior Trim
112"
112'
Page 3
Prepar Window
1 Remo e shipping materials such as plastic wrap, comer covers,
shippi g blocks or pads
Note: or double-hung windows, if there is banding on the interior of
the un t, leave it attached until the window is secured in opening to
preve t sashfromfalling out and to help keep the unit square.
Wipe e clean with a dry cloth
Secur window locks (if applicable)
Seal y gaps or openings at end of horizontal mull joints with neutral cure 100% silicone
sealan
5 For c ncreteJblock wall only, cut a piece of drip cap the length of the window frame plus
114" to allow for liS" overhang past the ends of the header; apply as follows (fig. 2):
. C t off the vertical leg of the drip cap
. ply a bead of silicone across the top of the head jamb inset 1/4" from the exterior
e ge and extend along the side edges
nter drip cap on head jamb with lIS" overhang past the ends of the header
echanically fasten drip cap to frame with appropriate sized nails or screws; be sure
t e fastener length will not completely penetrate the frame header
. r sheathed/open-stud wall, the drip cap will be installed later
Note: Drip cap may or may not come with new window, but can be purchased at a local
har~are store. It should be galvanized or pre-painted
6 Appl~ window sill supports to bottom of window frame sill; depending on sill bottom,
place ~upports under side jambs and center; position as shown in fig. 3 to support sill
and ptevent crowning or sagging of sill
!
Inspe t Rough Opening
Confirm e rough opening has the following minimum characteristics.
.. Shou d be 112" larger than the actual measurement of window frame; for mulled units,
shoul be 3/4" larger
.. Shou d be square, level, and plumb; the allowable deviation for level and plumb
is 111 "for every 2" of rough opening length (not to exceed lIS"); adjust as needed ~)
.. The ougb opening sill must be level, not crowned or sagged; adjust as ~j
need d TIP
.. The xterior face ofthe rough opening must be in a single plane with less than
liS" . st from comer to comer
For stud aming only
.. Dou Ie studs should be used at all rough openings
.. The ugh opening header should be supported on trimmer Gack) studs and
desi ed to assure no load is transferred to window unit
Inspec Window
Before begi ing installation, inspect the window for the following:
.. Correc product (size, color, grid pattern, correct operation
handin , etc.)
.. Obvio s damage and defects such as:
. C smetic damage
. Pr duct squareness
If any ofth above discrepancies exist, do not install the window; contact
your dealer distributor for recommendations. If the expected
environme tal conditions are likely to exceed the performance rating of
the windo , please contact us or your dealer/distributor for further
recommen tions. Installation of the window indicates there are no
viewable d fects, damage or expected environmental conditions that will
exceed the erformance rating of the window.
2
3
4
.
.
I
mOl2 Instabation Instructions for Primed Wood Windows without Applied Exterior Trim
MaterialsfTools
-
[J 2112'" #10 corrosion-resistant, pan heed screws (length of screws must allow
penetration of at least 1" into framing)
o Shtms
[J 6" wide self-adhesive flashing (unle&S lacel code reQuires 9")
D For masonl}'. primer as recommended by self.adhesive flashing manufacturer
for masonry
o For sheathecVopen stud wall. spray adh86ive such as Protecto Tak, Bostlk@
Mist Aerosol Adhesive Supertek, MFM Spray Adhesive. or 3Mnl Super 77
Adhesive Spray or equivalent.
[J Polyurethane sealant (use 100-;. slllcone for any joint exposed to sunlight)
[J Norrcompressible, non water-degradable window sill supports, such as self.
adhesive hard plastic furniture glides (If.... thick)
D GetvaniZed drip cap (or fad0ry.5upplled)
o Sheet metal flashing for sin pan (6" wide for 1"11-4" wall or 9" for 2":t6H waU)
For rady or curved windOwa,
a Conformable seff-adhesive flashIng.
For open-stud wall construction,
o Non water-degradable, thin sheet material (for backing suppolt max. 11'" thick) I
such as ahninum fl88hing, hard ptastic sheeting, tile board, or B similar
material, wide enough to span studs
Approved Self-Adheatve Flashlnga: I
For OSB shl!lBth1n9, For all other substrates I
DuPont Tyvek<<l Straight Flash DuPont T~ Straight Flash or Flexwrap-
DuPont Tyvek<<l Flexwrap- Protecto Wr1IpIl BT20 XL or Protecto Aex*
MFM Window Wrap
Nmc: lfthere is (J conflict fx.lWUft Ihne ;nstruct;ml$ QM rhese1f-adhesi'wi!j1tuhing
1fUIAllfacwrer's iPIGrructioflS,follo'W IhejIashlllg mQ1tU!aclllrer's ;1tSlt1JcliotUfor
appliCation.
Tool_
[J Molal <:uttJng she...
[J Clean rag
[J Utll1tyknlfo
[J lovel
D Tape measure ~
D J~roUer ~ ...
o Hammer
D Construction stapler with 311" staples
~
Ai!' +
;=
~ .tiT
-
~ I-t
Fig. 2. Apply drip cap
Fig. 3. Place window sill support on
window sill
How to CheCk for square:
Measure from upper left comer to lower
light corner of frame with tape measure
Measure from upper light comer to
lower left comer of frame with tape
measure
Compare measurements
If both measurements are the same,
the window frame is square
If not, maximum difference for square is
lIB" for opening equal to or under 20 sq.
fl. (e.g. 2'dO'. 4'x 5') and U4"for
opening larger than 20 sq. fl. (e.g. 4'x
6',5'15')
Page 4
I I
~ Rough opening sua. 3" ~
~ ~1112'
Prepar. Rough Opening
This section applies to concrete/masonry wall only.
For sheathe wall or open stud wall, refer to
Appendix: repare Rough Opening for Sheathed or
Open Stud Wall. The appendix also addresses radius or
curved tran om top window preparation.
1
2
Clean ough opening and surrounding sheathing
with a lean, dry cloth beginning at the top
Coat t e buck and surrounding concrete/masonry
with s If-adhesive flashing primer according to
manuTI cturer's instructions
Cover he exterior wall/buckjoint at the sill with
self-ad esive flashing as follows (refer to fig. 4):
. idth should be 6"; cut length to sill length + 3"
. C t flashing as shown in fig. 4
. C efully apply flashing to face of buck and onto the block wall, making sure
to cover the joint between wall and buck
. Sooth out any bubbles or creases with a j-roller
Place ill pan in rough opening so the open side faces the exterior (fig. 5); if necessary,
staple fill pan through the exterior, vertical face only; do not staple through bottom of
pan
Note: indow sits inside sill pan; the back dam of the sill pan should just clear the
back ge of the window frame sill when it is placed in the rough opening.
Coat e sill pan and 3" up the side jambs with primer (refer to manufacturer's
instru tions for tack time)
Apply self-adhesive flashing to the sill pan as follows (refer to fig. 6):
. idth should be 6"; cut length to the sill length + 6"
. C t flashing as shown in fig. 6
. C efully apply to sill pan (flush with back dam) extending 3"
u rough opening sides
. F Id onto the sides of the buck
. P ess flashing tightly into corners; smooth out any bubbles/
c eases with a j-roller
Cove the exterior wall/buck joint at the sides with self-adhesive
flash~g as follows (refer to fig. 7):
. idth should be 6"; cut length to rough opening height + 3"
. ut flashing as shown in fig. 7
. arefully apply flashing to the buck and masonry
Cove the exterior wall/buckjoint at the head; this piece should be
cut a 'd applied as described in step 6 (refer to fig. 6)
Appl polyurethane sealant to the following locations (fig. 8):
. ack comers of sill pan
. ront comers of sill pan
cross flashing/masonry joint at comers of masonry opening
cross back dam of sill pan
diamond lath to all flashed surfaces to be covered by stucco
3
Fig. 4. Flashing at rough opening sill
and head jamb
4
5
6
7
8
9
10
.
Instal Window
The illus tions in this section show concrete/masonry walls, but also apply to
sheathed d open-stud walls. Install only in dry conditions and when everything
is comple ely dry. Wall must be erected in a vertical position.
1 Insta I window as follows:
. ake sure window is right side up and right side out as follows:
Locks on the inside
Operator (if applicable) on the interior and at bottom of window
I
mo 12 Insta/!ation Instructions for Primed Wood WindDws without Applied Exterior Trim
Fig. 5. Set sill pan in rough opening
Fig. 6. Flashing over sill pan
3"
Fig. 8. Apply polyurethane sealant
Page 5
. Plice window into the rough opening
. I Rough sill must be level; do not shim sill
. , Be sure to hold window in place until fully fastened
. Sh m side jambs 3" -6" from top and bottom of each side jamb
an at approximately 8" intervals in between (fig. 9); shims
sh uld be snug, not excessively tight, and provide a parallel shim
su port; side jambs must be straight
N, te: For double-hungs, place shims at the point where the two
sa hes meet to ensure proper operation.
. In pect window for square, level and plumb; square window by
m . g diagonal measurements of window frame the same
. F ten one lower comer of window 3" -6" from sill into side jamb
as follows:
N, te: Be careful not to penetrate any operating hardware in side
ja bs.
. Fastener must go through shim
. Drill screw hole and countersink (for wood putty or plug cover) through
the window frame jamb, shim, and into rough opening side jamb
. Insert #10 screw long enough to penetrate at least I" into the structural
framing of the rough opening
. C eck unit for proper operation while holding window securely; if the
w ndow does not operate correctly, remove and reinstall
. S cure shims with sealant or structural adhesive
te: Do not apply fasteners through window sill.
window 3"-6" from the remaining ends of both side jambs
or double-hungs, insert fasteners and shims at the point where the two
sashe meet.
lfwin w is tailer than 3', fasten the side jambs at 30" maximum intervals as follows:
. D 11 screw holes and countersink (for wood putty or plug cover) through window frame jamb, shims, and into
ro gh opening
. In ert #10 screws long enough to penetrate the rough opening or buck at least I" (fig. 10)
Note: For high wind areas, refer to structural engineering reportfor fastener schedules.
Ifwi ow is wider than 3~ fasten the head jamb as follows:
. In ert shims at 30" maximum intervals at the head jamb
. D'll screw holes and countersink (for wood putty or plug cover) through the window frame and rough opening
be ide the shims (not into the shims)
Insert #10 screws long enough to penetrate header at least 1"
Remove shims from header
Note: For high wind areas, refer to stroctural engineering report for fastener schedules.
Ensu that the sealant on the back dam of the sill pan fully seals to the inside face ofthe window sill; apply more
seala t if necessary
On t exterior, apply backer rod and a 1/4" thick bead
of sil one sealant underneath the sill, leaving a I" gap
appr imately 6" from each end and at intervals not to
exce 18"; incidental water caught in the sill pan
shoul be able to drain to the exterior through these
weep channels
Note. Sealant should not come in contact with the edge of self-
adhe ive flashing.
On e exterior, seal gap on sides and across the header with
back r rod and polyurethane sealant; if this sealant joint is to
rema n exposed, use high quality 100% silicone sealant
On e interior, seal the lower 6" of the gap between the rough
open ng and the side jamb using backer rod and polyurethane
seal t on both sides of the window; for locations with low
expo ure to rain, the use oflow expansion foam as a sealant is
acce table
2
3
4
5
6
7
8
JIIO 12 Inst lation Instructions for Primed Wood Windows without Applied Exterior Trim
Fig. 9. (interior view) Shim 8" apart between rough
opening jambs and window frame; do not shim sill
G.)
~~
How to check lor square:
TIP
. Measure from upper left comer to lower
right comer of frame with tape measure
. Measure from upper right comer to
lower left comer of frame with tape
measure
. Compare measurements
. If both measurements are the same,
the window frame is square
. If not, maximum difference for square is
1/8- for opening equal to or under 20 sq.
n. (e.g. Z'dO', 4', 5') and 1/4"lor
opening larger than 2D sq. ft. (e.g. 4',
6', S'x 5')
Fig. 10. (interior view) Support head jamb and side jambs
Page 6
Compl ting the Installation
~ Inspec installed window for any damage caused during remaining construction
~ Ensur weep holes or channels are clear of debris and/or sealant for proper water drainage; do not seal weep holes!
chann Is
The folio ng steps may be performed by others:
~ For s eathed wall, before installing exterior wall surface,
. A ply exterior trim as desired
. A ply drip cap on header exterior trim as follows:
. Cut a piece of galvanized drip cap the length ofthe window frame plus 114" to allow for 118" overhang past the
ends of the header; apply as follows:
. Apply a bead of silicone across the top of the head exterior trim inset 1/4" from the exterior edge
. Center drip cap on head exterior trim with 118" overhang past the ends of the trim
. Mechanically fasten drip cap with appropriate sized nails pr screws
te: Drip cap may or may not come with new window, but can be
p rchased at a local hardware store. I
. C a piece of self-adhesive flashing 6" wide and 24" longer than the
h ader; center over the vertical leg of the drip cap to seal to the wall
~ If pri ary building wrap is applied after window installation, be sure it is
applie in a shiplap manner
~ Instal exterior wall surface within seven days of window installation. if
applic ble
~ Maint'n gap of 114"-318" between window and final exterior wall surface (siding,
stucc , etc.) unless otherwise specified by local building codes orlwall surface
manu cturer I
. Se I gap on sides with backer rod and polyurethane sealant if painted, or
sil cone sealant ifleft exposed (fig. 11) i
~ Insul e void between rough opening and window frame with loo~e-fill
fiber ass insulation; low/minimal expansion foam sealant may bb used if
requi d by local code
Appl interior trim as desired
Adj window for best operation (if applicable) .
Prote t recently installed units from damage from plaster, paint, etc. by covering the units with plastic film
If ins ling an alarm system, do not penetrate the sill or side jamb within 3" of the sill; seal all penetrations ofthe
wind w frame with an appropriate waterproof sealant
. I
Finish and Care Instructions I
~ All e posed wood surfaces must be painted or clear finished immediately after installation; failure to promptly fmish
and aintain the window units may void a future warranty claim!
arefully caulk all joints 'I
et all nails below wood surface; fill all nail holes .
rimed surfaces must be top coated within 21 days of delivery or the surfaces must be reprimed; finish bare wood
s aces immediately after installation
e sure that all edges of the sash are sealed, but minimize the thickness of the paint or fmish film on the edges of
ouble-hung window sashes in contact with the jamb liners
o not paint or varnish the weatherstrip or operating hardware
e absolutely sure the sashes are completely dry before installing the sashes and/or closing the window
~ Seek e advice of a local paint professional for finishing methodS and products you select. The following represents
typic I approaches:
. staining (recommended only for interior surfaces),
Apply stain and let dry
Apply a sanding sealer I
When dry, sand all wood surfaces with a fine grit (180-220) sandpaper to remove raised grain and provide a
smooth surface for the finish coats
shlplapl shiplatY adj
the layering method in which each layer overlaps
the layer below it so that water runs down the
outside and cannot get behind the layers
Fig. II. Seal gap with backer rod and
high quality caulk
~
~
~
~
.
.
.
.
JIlOl2 Ins lation Instructions for Primed Wood Windows without Applied Exterior Trim
Page 7
.
. Follow this with at least two coats of high quality, polyurethane finish
If painting,
., Apply an appropriate primer for the type of paint being used
. i When dry, sand all wood surfaces with a fine grit (180-220) sandpaper to remove blemishes and provide a
i smooth surface for paint
.! Follow this with at least two coats of finish paint
.. All painted/stained surfaces must be inspe
. Clean the exterior surface witlia sponge"
. Repair any cracks or damage toethe,painti' "" ""'
.. Inspect all caulkedjoints annually andrepaiusi'necd' ",""
.. Clean glass with mild soap and water , ' ""," '
Note: Never use a garden 'hose or Fdghpressure;sp,ayer:t.
.. Lubricate hardware as needed
.. Replace deteriorated or damagedweatherstrip~aS;.nec
Askfor your copy of the complete guide. to care'and;ma;
mOl2 Instaltation Instructions for Primed Wood Windows without Applied Exterior Trim
Page 8
Appen~ix: Prepare Rough Opening for Sheathed or Open-Stud Wall
Sheathed all
For radius r curve windows, see diagram AI.
1 Clean ugh opening and surrounding sheathing with a
clean, ry cloth beginning at the top
2 If buil ing wrap has not been applied prior to window
install ion,
. Si jambs: cut two strips of IS" wide building wrap
12" longer than the rough opening side jambs
. He der: cut one strip of IS" wide building wrap 24"
Ion er than the rough opening header
. Ap ly side jamb pieces as follows (fig. AI):
. ut side jamb pieces as shown in fig. Al
. taple one side jamb piece to the face of the rough
peningjamb wrapping out onto the exterior face
fthe sheathing as shown in fig. AI; the wrap
hould extend 6" past the head and 6" past the sill
. taple flat to the exterior face of the rough opening
. epeat on other side jamb
. Ap Iy header as follows:
. Cut header piece as
!shown in fig. A2.
. Staple header piece
to the exterior
sheathing above the
head jamb
extending 12" past
bothjamb comers
(fig. A2)
. Wrap onto the
inside face of the
rough opening head
jamb; staple flat
If bui ding wrap was
appli d prior to window
instal ation,
. ut the wrap over the rough opening in a modified "Y" shape, as shown in fig. A3
. rap head and side pieces onto the inside face of the rough opening and staple
. rim the excess building wrap beyond the interior side of the rough opening
3 Place sill pan in rough opening with the open side facing the exterior; if necessary,
stapl sill pan through the exterior, vertical face only; do not staple through bottom
ofp
Note: Window sits inside sill pan; the back dam of the sill
pan s ould just clear the back edge of the window frame sill
when it is placed in the rough opening.
4 Coat e sill pan with adhesive spray extending 3" up the side
jamb on both sides; refer to fig. A4 (follow manufacturer's
ins ctions for tack time)
5 Appl self-adhesive flashing to lower comers of window as
folio s (fig. A5):
. ut two pieces (one for each comer of the sill) 6" x
all thickness + 3"
emove backing paper from one piece
Diagram A1. Radius or Curved Window Preparation
~tientaround curved perimeter to allow for
njogin same manner as for standard window
n sarl1lunanneras for regular window but apply
Pias,follows:
ICIlhg)wrap has been applied, cut as shown in fig.
d;~.tathejns.ide
II1Q,'VHlIP:has,not.been applied, cut three 18"
.. .' .... ... p$ofbuilding.wrap and apply in a shiplap manner
atI';shollllnlnfig.B;: cutllush with rough opening
Fig. AI. Apply side jamb pieces
Fig. A2. Apply header piece
-g -
Fig. A3. Cut building wrap
Fig. A4. Apply adhesive spray to rough
opening
mOl2 Ins lation Instructions for Primed Wood Windows without Applied Exterior Trim
Fig. AS. Apply self-adhesive
flashing to lower comers
Page 9
9
. A$ere to one bottom comer tightly at 900 about 3" up the side, and overlap the exterior face of the structure
(fi. . A5); do not stretch or tear flashing
. Pr ss flashing tight into the comers; eliminate wrinkles as best as possible with j-roller
. R eat in opposite bottom comer
Apply elf-adhesive flashing to the sill pan as follows:
. C t self-adhesive flashing to the sill length
. Rove backing paper
. C efully apply to the rough opening sill, flush with back dam
of e sill pan; fold the flashing that extends over the sill flat
o 0 the sheathing
. 8 ooth out any bubbles or creases with a j-roller
Seal b ck comers of sill pan with polyurethane sealant
Apply bead of silicone across the back of the sill dam as shown in
fig. A
Apply lastic drain screen as follows (fig. A6):
. C t screen to the length of the sill plus 2"
. S cure to the exterior sheathing surfuce 112" below the sill edge
e ending down the wall; be sure to staple only within 1 112" of
si I edge
. E sure all fasteners are flush against sheathing within 6" of
r gh opening all the way around
Building wrap
6
7
8
Fig. A6. Cut-away view showing corner installation sequence
Open St d Wall
The differ nce between open-stud and sheathed wall installation is that open-stud needs
backing s port for the building wrap/building paper and adhesive flashing (fig. A 7). This
backing s port should be:
. A no water-degradable, thin (max. liS" thick) sheet material such as aluminum or
galva ized flashing, hard plastic sheeting, tile board, Energy Brace@, or other thin
sheet aterial
. 8uffi ient width to span from the rough opening to the nearest stud that is not a part
of the rough opening
Backing ~' pport may be attached by any method (staples, tacks, construction adhesive,
etc.) and ust completely surround the rough opening as shown. Backing support must
be applie before building wraplbuilding paper.
After appJ)ying backing support, follow instructions for sheathed wall and interpret
reference{ to sheathing as being the backing support.
Fig. A 7. Backing support over studs
JlI0l2Ins lation Instructions for Primed Wood Windows without Applied Exterior Trim
Page IO
I I
. ern OF' Z.EPHYRHI ., D.
~ H'III,I1lN';0WlrIA' .....~ =::~E~~=~~~~~
Bun.DIN CODE COMPLIANCE OFFICE (BCCO) V 140 WEST FLAGLER STREET. SUITE 1603
PROnDC CONTROL DIVISION MIAMI, FLORIDA 33.130-1563
(305) 375-2901 FAX (305) 375-2908
NOTI E OF ACCEPTANCE (NOA) www.buildingcodeonline.com
Jeld-We ~ Ine.
31725 H ghway 97 North
Chiloqu n, OR 97624
SCOPE:
This NO is being issued under the applicable rules and regulations governing the use of construction materials.
The doc mentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted
by the B ard of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Auth rity Having Jurisdiction (AHJ).
This N A shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have thi product or material tested for quality assurance purposes. If this product or material fails to perform in
the acce ted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, odify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revok this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This pro uct is approved as described herein, and has been designed to comply with the Florida Building Code,
includin the High Velocity Hurricane Zone.
DESC ION: The Jeld-Wen Series "Premium Wood Doors" - Single Inswing Glazed Wood Doors w/wo
Sidelit and w/wo Surface bolts
APPR VAL DOCUMENT: Drawing No. S-2038, titled "Wood stile & rail door" Sheets 1 through 9 of 9,
prepare by manufacture dated 07/24/00 and last revised on 08-22-2005, signed and sealed by James Dobrowski,
P,E., be 'ng the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and
expirati n date by the Miami-Dade County Product Control Division.
MISSI E IMPACT RATING: None: Approved Hurricane Protection devices, complying with FBC, as
applica Ie, are required
LABE ING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
followi g statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein.
RENE AL of this NOA shall be considered after a renewal application has been filed and there has been no
change n the applicable building code negatively affecting the performance of this product.
TERM NATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materi' s, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with an section of this NOA shall be cause for termination and removal of NOA.
AnVE TISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by
the exp'ration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
he don in its entirety.
INSPE TION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and sha I be available for inspection at the job site at the request of the Building Official.
This N A renews/revises NOA # 02-0722.09 and, consists of this page 1 and evidence pages E-Iand E-2-, as
well as proval document mentioned above.
The su mitted documentation was reviewed by Ishaq I. Chanda, P. E.
NOA No 04-1025.05
Expiration Date: September 20, 2010
Approval Date: September 22, 2005
Page 1
i I
JeldjWen, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. S-2038, titled "Wood stile & rail door" Sheets 1 through 9 of 9, prepared
by manufacture dated 07/24/00 and last revised on 08-22-2005, signed and sealed by
James Dobrowski, P.E.
B. TESTS (transferred from file #02-0722.09) Test conducted per SFBC, PA202-94, now
termed as FBC, TAS 202-94.
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, T AS 202-94
3) Water Resistance Test, per FBC, T AS 202-94 (Not performed)
4) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202-94
Along with marked-up drawings and installation diagram of single glazed Inswingl
outs wing wood doors with sidelites, prepared by Certified Testing Laboratories, Test
Report No. CTLA572W, and 572WB dated July 10-11,2000 and August 10,2000
respectively and both revised on May 17th, 2001, signed and sealed by Rarnesh Patel,
P.E. (Note: The above test reports have been revised by addendum letter dated July 12,
2005, issued by Certified Testing Laboratories)
2. Additional test report No CfLA 701W for muntin qualification dated June 08, 2001,
signed and sealed by Ramesh Patel, P .E.
C. CALCULATIONS (transferred from file #02-0722.09)
1. Wood strength referenced properties data from, "w ood Handbook" and table prepared
by manufacturer
2. Photocopies of anchor verification calculations, dated 7-26-00 prepared, signed and
sealed by Mark Fetherman, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. None
E. STATEMENTS (transferred from file #02-0722.09)
1. Addendum letter dated July 12, 2005; issued by Certified Testing Lab, clarifying in-
swing bolts installation for test reports # CTLA572W, CTLA570W & CTLA572W A.
2. Statement letter of conformance, "No financial interest" and manufacturing remains
the same as original dated July 24, 2000, signed & sealed by James J. Dobrowski, P.E
3. Photocopies of Statement letter of conformance, dated October 2, 1999, signed and
sealed by Mark C. Fetherman, P .E.
\ ~~'l ). L~1It~
Ishaq I. Chanda, P. E.
Product Control Examiner
NOA No 04-1025.05
Expiration Date: September 20, 2010
Approval Date: September 22, 2005
E-l
I I
Jeld-ren, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMl'lTED
E STATEMENTS: Continue (transferred from file #02-0722.09)
4. Statement letter of compliance, as part of test reports No. CTLA572W, and 572WB
dated July 10-11,2000 and August 10, 2000 respectively, issued by Certified Testing
Laboratories, signed and sealed by Ramesh Patel, P.E.
5. Letter of explanation dated May 22, 2001, issued by Certified Testing Laboratories for
test reports CTLA-570 W, CTLA-570 WB, CTLA-570 WC and CTLA-572 W A,
signed by Jim Blakely.
6. Letter of explanation dated May 23, 2001, issued by Ramesh Patel, P. E., witnessing
engineer Certified Testing Laboratories for test reports CTLA-570 W, CTLA-570
WB, CTLA-570 WC and CTLA-572 W A, signed and sealed by Ramesh Patel, P. E.
7. Letter of clarification for laboratory data, issued by Certified Testing Laboratories,
signed by Christopher Benett (Lab Manager) for test reports CTLA-570 W, CTLA-
570 WB, CTLA-570 WC and CTLA-572 W A, signed and sealed by Ramesh Patel, P.
E. (witnessing engineer).
8. Statement letter dated July 15,2002, issued by Jeld-Wen for the extent of revision to
the approved NOA# 01-0410.05, signed by Steve Frey.
G. OTHER (transferred from file #02-0722.09)
1. This NOA revises/renews # 02-0722.09, expired on September 20, 2004.
2. Addendum letter dated July 12,2005, issued by Certified Testing Lab, clarifying in-
swing bolts installation for test reports # CTLA572W, CTLA570W & CTLA572W A
3. Jeld-Wen proposal letter dated May 09, 2002 and BCCO response dated 05-18-02
4. Revised test reports CTLA-570 W, CTLA-570 WB, CTLA-570 WB, CTLA-572W
and CTLA-572 W A, issued by Certified Testing Laboratories, signed and sealed by
Ramesh Patel, P. E.
5. Faxed Laboratory Worksheet data dated July 05, 2001 supplied by Certified Testing
Laboratories and thru manufacturer, for test reports CTLA-570 W, CTLA-570 WB,
CTLA-570 WC and CTLA-572 W A.
6. Various letter of explanation and addendum letter referenced above.
7. Manufacturing plant address of Jeld-Wen series "Nord I Morgan".
8. Glazing complies w/ASTME-1300-98.
~ 7Utt'i ,. Ch~wk
Ishaq I. Chanda, P. E.
Product Control Examiner
NOA No 04-1025.05
Expiration Date: September 20, 2010
Approval Date: September 22, 2005
E-2
'1~
~~
J{r'
"-..J..
,
I
...I:r ~
~s "
~;~i~i'
~"'- v,:r
':!!~
LgOCn:BL' ~ yg 'Hd
vZ9L6 '!:IO 'NlnOOllHO
'N L6 A VMHE)IH gZL ~S
'ONI 'N3M-Ql3f
,
~i~
~ 10
i.
.....
E9'-
EB
AS IIN \3~ 31't0 'ON
5310N 1VI:I3N3a ~ N 1:13N3D li5790 vO L
'i 5NOIlVA313 Hf1 N 1:13N3a LO/r~ BO ~
:.l.lBI'I3SSV ~O l~Vd 1M>i 1:13NJa-w7Lt/90 r
531113015 O/M 'i 1M :n~NI5 I:IVM SNOIS lVI:I3N3a ~O-9( L ..
DNIM5NI 03ZY1~ O-B l$' 9-9
1:1000 11'11:1 'i 31115 DOOM
: l:JnaO~d
1'",,'3H 3rMUEB''''''3/IO .nll I
1 5~
~'" ~j .
~h~ '
:.~ ~~
r.
\ ,HOI'H 3"~BJ'nVll3/lO .G'Zg I ~
EB-or ,. 1- t-ffl ~
l
1 ~l. ~ ~_~~
~ i
..... I-t-ffl!
!
~
;:;-
"
I- (d.U) 'OTO 'xm ../1 99-
r-= ,",,'3H 3rMU '7; S'." I
r-: I "'"'~
, ,. E ~,. ,. \J.I g
t- ~
~i5 ~~ T ~ ~ li
~:~~~ . \:;i~ ~ 1- -& l
~~;~ ~ I 0 ~ ~
ill .... .... ,!;.... E~"'" - G)!
~ 3 ED. ol
';;:rei V
~ ~i ~ (d.U) 'OTO 'xm .011
[ r= ,",,~H 3rMU '$ SII"
~ ;r;- l~b
I_I LI:I.:c- ~:r;;;i ~. \:;i~
reo i ~ i ~~ ~ ~ 10
l.&. I w;1: :n-
~ ~~-
1- rEB I ~I
"
J:
~
Er- .....
ffi
i- (d",l '0"'0 'xm ../1 119-
I-- 'Hll13H ']NWd 'xm SOIl -
I
\..fj
~Nlci
~ b
.lfr=~~-=';f.~'^ ,
",' I I I b "
t~li ~ ~ LI:I.~
~i ~~. \..i~ - iW ~
~L4=i!l I ~NIO r ~ ~
l!;
"
I I EBLd.U .g/nt I J:
L-.:" d.U .g/G .. ~
.....
. d
; a
i
6 .:l0 ~ 133HS 33S 's~ooa 9-9 1:I0.:l
aNlb'tdS lN3V'lH8'tll't NOl11nV'l 'i I:IOH8N't
~
~
~
I~
~~
~t!l
~~
~~
i5~
~~
~1lI
:z~
CIl
(; ~
:lQ8~i
ul:!~~!i
~~~~~
~~~S~
~~~~~
~ i5~~~~
I- ~\I!O:_",
~ ~~~15~
-.J S1~~2~
~ ~l~i~
w Q~i: Lo.I
Z ~15f;j~<=
w~~a.~~
<-? Q~:;/;:;'"
!!l~~t;;;ltS
....~14.1;:,~~
~;d:58~~
li1~@5!f~Q.
a.~'~NI
~~~~.~~
...:
~
150
~ ~ ~
~ ~ iu'
~~ ;:;
~; ~
~ ~ ...: 8
In;: ~ '"
~ ~ ~ Q
~ ~ ~ i
@ ~ ~ <
~ ~ iil ~
~ '" ~ <:l
~ ~ ~ ~
~:i lo! ~
~ ~ ~ ~
~ Q f ~
:r _ Q
~ ~ ~ ~
g~ is !Q
~~ e i
IE
~
e
I
i
~
~
:::II
<ri
15
g~
1a6
~~
~~
~~
'"
.....; .,:. ui
Fr j,HOI3H 3WWJ ,1Intl^O ,,;.8.6
lHOI3H 13~d ')(WI ~9&
(dAIl '0'1'0 'mOll
1,
.....
-EBLd.U~/nt I
\--- d.U .g/G g. ~
'0 - .....
'.3
~ci
-E,
(d.U) '0"0 'xm .Og
.1H01]1-l 13NWd "XWI ..~.96
~i
wll
! i:l
:"i5U '0
-tl, i
.., ill
:;;\ I
1
~i~
~Nld
~
~
.....
E'..... EB......
~~
G ~~ 1 ~ R
'" ... z
gEb~~~
o~z1i~
~ eJ ~
~ ~ ~
z ~ WJ
.,::.. lJJ~
'-' '" '"
g ~~
~ ~ ~
WJ~ ~""
~ ~~ g ~
"'" ~'>~5~
'-L7 '" ,.... WJ 0 ~
~,~~~~~
Q: '" '-." a;) -' 0
~ ~Vi~.b8~
~ ' ~0 ~ l' I .~
I\~ ,i, 10 1.1
~V
~
~
'"
~
a
l=!
~~
\.V~
~
r~
~
--
~
\J.I
.g/G
~
r
6 .:lO 9 133HS 33S 's~ooa O-B I:IO.:l
~NI8'tdS lN3V'lH8\111\l NOl11nV'l l\' ~OH8N't
l ~'li!.!Iii~ t
'~~ ~ ~ ~ i l! 1 ~ ~ i
~l!1~ ~!li'~8!
ai~ .;I.ri.fih
'i~~ ~~i~~'l!I~
ie ~ Ug;i~ ~~j
&~ft' B"S-a-ld.
i21~ ~l~!!~~H
~,b ~~I31~h..:
HI ~li;:>i~~~~
l~,. ,.t~8"9i!~
:lj'"i ~'a;t~hiY~
il~ Q;'8~Hll'~8
'"-;~..: [~~~8.~,~ft'
i~-~ "~:g~~.!S~"
~t,;;<! !:o;',9"'~~
~~~9 ,~~ii'i~~'"
t~'i!) nl:I~!! ~
.. ~'" l.) l!! ~..,!Il~ "s~
ol'!g~ ~ B'a~~'U~
" n ~ ~ ~ iij" ft'JIl ~ ~ l!:
~ U.l !~~~~lj'U
It
~I
~~~
:a'8~
I~i
8t~
E~"-
P'~
B 0 "
e ~~
'811>
~~}
~h
.. <:: '"
"'31Jll
,!!!! "
~! [
~~~
Iii
C/).m .s
S t1:le
o{i!5
~-ia
leI}
<Jj!:,.
z
o
;::
""
~ tnVi
...J "''''
WJ 00
88
~ 5 coo""
~ a:: I 1....1
~ Z ~ """""'co~::i
8 g tnt/155:j::foQ
u.. ~~~55c(c{::iCD
o ~ ~5~~~~~.:d
~ ~ ..Jtx~~~~~~
~ g",~~55~'2!
ffi~uugg~~~
'-'5;i;it:>t:>~:lE~
~'"""'z:z 00
5~55~~~~:lE
2-~~:I::I:-:20::.
~l;;1515<.l<.l5~8
<.l~:I::I:~~'-'''''Cl
""
...
~ _N,.,,"It'tnW,....CO~
:I:
""
;:;
c'
~
..- -~~.__.__._.._'"._."_._._-~._--.....----~-- - ,.-.--.---...----
8 ("oj J: (J) "'\
1""~V1 ~~
. '. 0 0
';' - if ';' I
..... , Iii Iii!i"" -
~~~~~
~
e~ l~t
~, o,~-=.
i11t'I:1
..9 . I
*
"-
~
is.:i
000
~~g
+ + +
~ ~
~ ~
~ ~ ~
i: b ....
~ l" 5
~ @ CO
~ \'3
~ ~~~
:lI j::j::::>
o ~Cl:~
If ~UJf2
fJl oo:!S...
;t ~~tij
~ ~g:~
~ g~~
CI) ~~:
i;:l ",Qtij
~ l€ffilll
.. ::>J:'"
... ~~~
;! ~~~
--+- --..<-----..-<--...--
.
"''''
f'"1e:
n
f'"1;><
:z
C1....
zc:J
f'"1""
f'"1e:
Al""
f'"1V1
""....
enAl
f'"1J>
."....
f'"1""
Al..,
J>J>
....en
'....
-c,..,
:z
Z
C1
.~ .
..
..
... .'
o
:z
r-
-<
0>
0>
OJI
0-
,'-
OJ"'.
1 .
00>
I
;::OJ
~;::
. 3>
0:><
SEE GLAZJNG r- 0
70'
, r-
9
"'00
0>0
o'Soz
000>
I I
000
~~
xX
j;j;
:z:z
f'"1f'"1
r-r-
o
IDQl1QB
'"
'"
"i
~
f'"1""
;:: ,
~;::
;z
'"
"i
~
t
v....
."
<4
4
CD VERTICAL CROSS SECTION
2 THRU SIDELlTE
G) VERTICAL CROSS SECTION
2 THRU ACTIVE DOOR
PRODUCT:
-WaD STILE & RAIL DOOR
6-8 & 8-0 GLAZED INSIoIING
SINGLE loll & via SlDELITES
PART OR ASSEMBLY:
VERTICAL CROSS SECTIONS
~ !~~~~
~ '" ili ~ ~ .. .....
lru~~ -ri,
~w V)--t..t
t\O co VI 3: ru 8
JELD-WEN, INC.
31725 HIGHWAY 97 N.
CHILOQUIN, OR. 97624
PH. 541.783.2057
4
.3 06
2 08
1 04
NO.
..
....
0-
,""
1I1 '
z;::
"':Z
6
;::
:z~
f'"1""
;:: ,
~
;::
z-
.~
,..,,,,,
;:: .
~
."
~
I,
~ ~
~t
i
1 I SEE GLAZING
DETAILS
1.75" MIN.
r PANEL THK.
'" N
Cll '"
lIJVl
"":J:
,.",....
b.. 3:: CJl
." :Z:-< rn
,.,,<.11 ~
3:: , ill
. !Jl
b
b .
tn,
3::
:z.
AS
Hr1
H 1
~'tM
SN
NOI
NI
SN I
ISI^3l:l
~ ~ N ~
~ ~ N
~ lt~ N!J
31VO 'ON
109 va
I ~ eo
c; -I.
L:so,rsenvs 'Hd
VG9L:6 'l::/O 'NInOOl/HO
'N L6 ^ lIMHEJIH SGDS
'ONI 'N3M-Ql3f
viE: '8 'v12 'p/I SN0I1J35
5S0~J l\flNOZ1~OH
:^ 18n35SV !lO .L!lVd
531113a1S 0/1'1 '8 11'1 31!JN1S
9Nl1'15Nl 03Zl119 0-8 '8 8-9
<:iooa 11I1<:i '1l 31115 ao!:li1...--
: l:JnOOlld
.~~
1~
~ \
~_._~.
I
I
I
"1
LJ
,-
~E ~
LiJ"":
lu :r.
"""
f- L 1H5 511';1130
DNIZI/1D 335
l::
...0
Z
f- L 1H5 51/';1130
~NIZVlD 335
OJ co a:: 2: ~
~@ ,~~ ~0~8~ ~~c ~~ u
~~ ~o .~ ~~:r.CL~CO~~~~O d
g<e ~:E~er')(g~;55~~2to~~5'
c5~ (:> -.....z N t:::......1:S.;:) " 1-' IX)
~~ z ~~~~~~~~~ ~~~~~~~ ~
_~~ ~ ~Oa~N~~~~~~~gx~~~
._ ~ (:>zu-' ~ 0 -...;~
~z~ ~ Z~OCLx~Q NUx<~~::E~x
QQ~ ffi G~~~oNo~x~~:r.~~~~0
~::j.:at ..... ~ffil.Ua,~~:t:= t/')~t::~t ~~...J
0::;:)0.. ~ t.n~a..Q)_""'Q~,(J') :I: coa:.::ll-t ~
5~0 ~ ~~~~o-<O_~~~~~O~N
~~~ ~ zu~~~~t:::z~ "~z o~x ~
z:r.~ CL ~ 00 l::~~m~-(:>~cio~ ~
8:@ ~ ~~:~~a6~::E~~~~c5~Q~ ~
~~~ ~ ~g~~~~z~~~~~~~::~
~~~ ~~~~~~~~~~:r.S~;:)(:>~O~~ ~
~~g ~~~i~~~ ~ .i~go~~~~~ ~
-J~2: ::E~~<oc.:>,=~V'ltJ ~z-:;-(.:)lLJf5o~ ~
...J-~ ~~~ ~zzz9~~ ~~-~z~- -
<~ ' I~CLU~;:);:)O<OOZ~N~~~~ ~
ee"~~'~E~~~~~~~~:8~<~8~~ ~
- -~ ~ t:::(:>(:>~ -~ z ~~~
~~Z~Z~l::0~<~~~~~~~i-~~8~~~
~G ~ ~a~~Z~~~~~0~5~(:>~CL~CLG
~ I... 100' >~ZZ'1!QOZCL~O~~OO>!~
~(J') - ~~~~~oo.....t.n~~<<~...J.....~~(J')t/')
~ .
0-
z
~ L 1H5 511\f13G
I ,DNIZ\f1D 335
'>lH1 13N'td J
'NIY'I .c;L'L
511';1130 ~ f-
DNIZ\f1~ 335
c.,j
..;
..,:
g {\J :t: Vl C"[
~ .. ~ ~ .. ~ ~
'\' ~'\' \
i~;:I""~
~~
, '9~ ~ ~
~i~" ~8
;'~"ll ji
;;:! <:)... .....
""~lW-',t
191111
><
~
~
"'
<6
.. ---,.._...._-_._._---_._....__...__._~-_._---
AB SNOISIA3!:l 3.LVO 'ON
Hr OISIA3!:l 1't!:l3N3~ LO 90 1'0 I
Hr1 0151113 1~3N3~ LO rz gO z
!:l'tM O/SIA3!:l 1't!:l3N3~ 50 90- L r
g ocr J: (/) (Xl C'J1
.J. ~ ~ lI) ., d ~
N dC\l I
I ;Z , l.t')
" .. ii ii" VI
~a~gl i
r.i
.\ ~ ~
I Q~ 1
-~
511't.L30 ON't 5NOIlY.JOl
~NI/:JOH:JN't /:Jooo g-9
:A,sn3SSV !l0 .L!I'o'd
531/130/5 aiM 'l' 1M 31~NIS
aNIMSNI 03ZVla O-g 'l' g-9
/:lOaD 1/~ 'l' 3111S oa~
: lJnOO!ld
Llio,resnvs 'Hd
vZ9L6 '!:iO 'Nln001/HO
'1'1 L6 A'v'MHE>IH SZL ~e
'ONI 'N3M-Q13r
f ~~~ ~I
.l ~~ ~.
!~ d- ~ .
iiBi1l1
r--G
..
-...
.. L
L
00
u
-I
",,,,
~~~
i:~ ~
~.. Cl:;
Qe~
...",~
Cl:;E:\....
Qt'J~
lS '"
:t&-:Cl:;
"'s= <0;
~::'::l
"'''' .
.c::a..:j~
1lIl~~
Js(j;
CD
1-
:1
",,,,
-
w
-I
...
...
r-
...
-...
~
...
(j
~~
c.,~
~e~
~
tif:l&-:
Cl~~
~
",..
~
~
co
L
1-
'"
.
I?
...J
~
o
~!ol
C)t~
(::;;2
~"'Il:
~iij~
1l:!:!I~
"'CiI~
It: '"
~&-:Cl:;
...s='"'
Cl:;::' Cl
"'",I:
~~~
ClQ ~ t..
J,'"
-
~
rn
...
:::
~
'"
illCl
...
:::'"
"'5
1;;",
Cl",
'"
'"
5:
-1g
g/~ Ot
..
"1 g18/~ Ot = ,,~lt'vl 41 S3J'o'dS si.
r . i~
po
l~----1
-1g
-L
I '"
...
-...
..,
"
4=
= ..SlL'vl 0 S3:JVdS ~
",
~~~
i::::::JQ
~~O!
C).....~
"'''':0:
Cl:;~""
~ ~
'-'&-:'"
:o:....~
...~
llC Cl
"''''I:
"'.....
,.. :~s:
I",......
'"
,-
~
~
~e
.. ~'"
:O:Q!:>I
~~<:t
~Ct)~
~~~
l:
"'~
~
",
g/~ g~1
<C
:<
...J
~ 19
8/~ Ot = "SlL'1>l 0 S30'o'dS s-J I
(SIlOOO 8-9) dAL III l8~
l. AB SNOISIt\3~ 31VO .ON
SlI~13a aN~ SNOI1'tJOl Hr OJSIJ\3~ lit N3 ~O 90 vO I
L90G'S8L'~VS "Hd 9NI~OHJN't ~ooa 0-8 Hrl OISIJ\3~ lVCJ3N ~O I:'G' eo G'
1 \l\ vC:9LS "~O 'NlnOOl/HO :A 181'1355\1 !lO !!I'fd ~M OISIA3I:i 1't1:i3N3 <;0 90 I r
0 'N LS A'v'MHE>IH 9ZL ~S S31!l3GIS 0/1'1 '8 11'1 31!JNIS
I 'ONI 'N3M-Q13r !JNII'ISNI a3Z'tl!J 0-8 '8 8-9
a 1 \ ~ooa lI~1:i '8 31IlS GOIUL-
:l:)nOO!id
~ II. t--@ ...
4".--J ~ :::J
~ ~~ 8 vii 98 = .SLL'vl i!l S3:J\ldS 9 ~ '"
8 ~ r---G ~~
... ' ..
L ...1-0
U m ~~
rn -I ..
Ol~
",,,, \:
~~2- ",
w (::>oo:Ie
:1 ~~Q;
Q"'I:: ~
"'''',.,
a:: a'" ~ ~
- <:0 1II
~ <:0 ' 0
~~e: 011-0
, ..
a::~ 01 :::!i-
:, I <:0 .. ~~
<:0.... ",0..
=-~~
m m Q~c '"'..
!!!
~~ \:
",
... -I
r- u .-
...
~
"'I
ex>
'" l5
ci ~ I
Z I '"
~ ~ ~ '"
~ g ~ ~
o 'Ilt::I: VI
!~~V)
C\J
,-
"
w ~
~ ill
~
...
...
'"
.~~
"t.)~
~e~
E::fI1~
~~~
\::::.
"'..
~
Cii
L '"
'" ~~...,
p \u e..... a:
"'~a
~,",a::
- sCiiI::
~~
~ 1II
:1 <.Io.;~
~~r..
m a:::::'0l
g..i:
~~~
~E$c
-1 ...'"
r- .-
...
~ -19
... viI 98 = .SLL'vl i!l S3:J""dS 9
"191 all 98 .L.LI i!l S3:J\;IdS S !
,. i-G
8/1 0
:::J
~
..
",'"
. ..
:::J'"
:oo:~
ti",
'"'",
~
~
<:01::2-
i::=3~
~~~ ~
...",1-0 CIl
~~ W ...
~ 1II ...
u <1:1"
0 <t 1IE::=
"'0.;<:0 M -l
~~e: a. :<~CI)
Q;:::'", (\j :!~~
0"':: ~tI'J~
15i3"l ~~~
.- <:)!:~
,'" '- a:
... 1-0"
"'...
<.:>
'<.
0;
rt
...
"
M
....
It
191
all 98 .C.L I i!l S3:J""dS 5
<S!iooa 0-8) dAl 2/1 86
___.._____._._..__...4.-----.-.... ~,..---.-.-.-._--...."-.----,.-_..-.--'''..--.-.^..-- "...-.-..".-."...-.-....--. - ..-
J~1
. \1\ vZ9L6 '1::10 'NlnOOllHO
Q I 'N L6 A VMH~/H szns
_ ~ ~ iON1 'N3M~13r
S1l1i13a 1/\1~ 'I
SIN 13a !JNIZ\ll!J
:A lBVl35SY ~o ltIYd
S311l3U1S D/I". '8 /1". 31!JN1S
9NII".SNl U3ZII19 0-8 'I 9-9
~DOU llll~ 'I 3111S UOLUL-
:l:lnOO~d
LSOZ'SS[~pg 'Hd
'ON
~ ?<\l~~ "'\
ttl
..,. - ... '"' 15
.. '"
t\J_ i';' "'I
I
"' S S~""
~ ~ ~ I;;
5 ~ *
i'
I ~ 1~
~ -s!
c:.~ \ -..l
~ It .
i d-
~; Illl~ I
~
::e
Q
o
...
?:
g-g
.
o
N
o
w
'"
[:J
0::
Q.
o
:z:
<
Jl
~o
00
:z:
,
Ii)
"'
:n
"'
..:
L
L
,<
::i
i5
8~
~it
. '"
Iilcl
.....
ce.
8~
~m
~>::
~:s
a.
.
~:<( ""
<( .'"
J:::!1i)
u - .
o
.
:too::
o
:Z:"-<.:l
o -
Ul~N
i5:l'-
:::tW-
-0..
00
:c:
Cl
8~
3t....
~~
a:\!i
8;'
Cl~
::;;~
:::>....
~~
ceO
a.Cl
;~
:::l! ..
W
....
15
'"
..liZ'Z SZ'Z
..liZ'S = g-g
..sLg'S = a-g
0'"
w'"
"':5
:5<.:l
~~
~o::
. W
. a.
~~
....
0'"
w'"
"':5
:5<.:l
~~
~o::
~tt
",:::t
-:~
0::
~
:z:
;::
:z:
:::>
:::l!
....
15
;::
es
- >
.....CJi
C:om
ilia.O!:
~:::>t::
~u.o<l.l
~Cl<l.l
~~:s
l::!!/l~
::;Qjfil
':O!:~
...1~_
I!!~ce~
~~@~
0::
<tw
.U
. <(
1i)Q.
"!,,,
'"
'"
S'"
<.:l...
'.-05
'"
"1
'-
1....[[l1
....g~~
!~..:
'a ~
~..m.JL
r"..r:L
L~~
!~..:
I
'0
o
"1
1 ",Zg',
t=bY
~ -l l- ..LrZ'
0:: ..
W
.......
1515
u'"
~
::>
~
J.. SNOISI ~ 31'10 'ON
Hf NOJSIA3~ 1';/;13N3a .0 90 vO ~
Hf NOISIA3~ N3a W >1: 0 Z
I:J'IM NO'S I:J 1';/;13N3~ ;0-;0-.0 ·
1.1 L90G'oe:SL', V9 'Hd
. ,. J vG'9L6 '1::/0 'NInOOlIHO
I.f\ ~'N L6 AltMHEJIH 9G'De:
~oONI 'N3M-Ql3f
li \
~
1'111:J311M ;0 11HI aN'I
SlN3NOdWOJ JW~l:Jj
:). 18"355'" ~O l~"'d
SJ1IlJaIS O/f't '9 /f't J19NIS
9Nlf'tSNl aJZ~19 0-8 '9 8-9
1:J00a 11'11:1 '9 3111S GOIllL-
: l:lnOO!ld
:; ILl ILl
::>
~ ~J ~...J ~ ~ ...Jej ...J...J ...J ...J
VI VI ...JO 00 0:; ...J I~$ 8!i ILl ILl ILl'" I~Gj ILl'" ...... 8>!
" ~~ ..,... VI VI :;... l::J1,1 go 00<: ... ... ILl... ~ ~~ ~~
~~ ::>~ >-~ ~...J ::iE ~>- ~~ ~~ OZ
"0 ~~ >-= io~ ~e a:~ ->- era:: io>
::l! c:c: "'''' <iVl VI VI Vlll. Il.VI Vi" VlVl Il.Vl VlVl VlVl VlVl
~
f- "i~ 115 Ie; P"-
i:: ~~ ...... VI ~ 1- ...J
a: z~ G' .....
~2 ~~ VI If) >- 15 1!i c;j I~
ll.ll. ii:ll. ~ '" 3:2 3S I~ fJl ~
<1i<1i 0.. '" I 0:: S VI'"
~t~ <1i<1i ll. VI ,&12 l2 VlU Vl
'_ 0 ~ ~~ U ~
II ~o >- :gO 0 GJ 0 u'" , 0 VI '" :sVl :.,
...ffi ~ u 0 VlO 0..'" '" :;Vl ",0 ..
~ ~ .0 VlO 0 '"
00 ~;t ~ ....> ~ 00 0<:, I '01 8 fJl:>< ~~ ~ VI
z~ ..... 0
~~i ~ ~s ....0 0 ~: 01 Vl 0 0>- fJliE 8
00 ::SO ...J ~
ll.ll. ~8 I u fJl 100 ;t...J ~ J: ~ ~
~ 0 ll.:," ~Il. ~~ UJ..... ... :s lii Clio 0 >-~ ~
~~ -i:li . . u::> 0 0 olD "'If) ...J
. '" ",'" ",Il. i!: ~e: ~~ ...J -x '" ..... ll.
~ej ~i ~~ .'" ~~ ... ~
~ . "01 "'- -- 0>- I~ :s Il. VI ....i If) ~- It 12
0 ~'" ~~ '" VI 3 '"
'" ",'" ~~ ~ ~a:l ..... ~ .... ;:!:o iE' .s i::
;:: "':5 >-= Q"- a: 0:: ~ Q C)~
0.. :S... s.), Ci! J:' ~~ P:: P::'" '"
Ci! ~r ~ ....... ........ ILl VI m~ <0 ~ ... o If) >-~ U -';t , 0 e:r If) ll. I ~...i ~~
I ~ ~ a. VI >- "'...J VI 0:: U'l'" ..J~ l~
u x" " x :;:s ~ ~~ ..... go:: o- Il. UJ ILl
VI .~ '0 ~ :r~ 0 '" VIes ~o.. 0..::; '_Vl '" I~ !!:~
..... i~ -~ .....~ ~'" =~ 3a: ;tlj ~- 0 ~~ 0= ~ "'''''
0 VI ~ ~<id 0 z s,fJl '0 ...J~ ~ ;;;1..., VI@
s- ~- l..::!! il~ ~ ...J ~t; >-z
00 .....0. ...,.~ ~z 0::= ::> fJlll. Vl g it...J Sii1
~..... !~ ...JO:: UJ: fi:~ fJl e~ 0 d;;j =z ~g >-
oil\<! ~ -I~ -- ~ffi ";:)-x ::>z ::>VI z ll. if~ "-fJl ~I~ ...J .....~ '"
1'- lD c:s~ CD 0 . ~ t= z :::E ::>J: Il.fJl 16 Qa:
~~. g cece V1~ UJ Vi _0 a.:; 0 ceo.. >- :s- ~ ~8
~~ ~~ ",0 OX "'VI c:s~ u :"t;j c:s~ Ci! -:::E
...J ......J VI ::i . . "'''' ..... '" .!.~
i~ ~1 ~~ x3 ~iS o~ ILl ><~ t;j x::> '" ...- >-tl U '" ~'"
I~ .CD 0 0:: Vl ::E 00 z XVI 00 o )( ~~ ~ '" :z
z ...'" 80:: ;t- o.. :i ~ x x I<: i~
~3 "'~ s.~ ::l! ~ ~~ g~ 0- 00 00 ~ 0:: I ""':E
~~~ ~~ -0:: x.::!; o ILl ;i I~~ 00 5 ~~
~s vl~ 0 ,;;;;8: ...~ ~:;, ::>
zce "'- U ~ ...J ~ce <.:> ;t;t ceVl Vl
E 0- ~~ ...U'l <or-. ~~ ~N "'.... ...If) ~~ 1001 ~;;; "'..., ...It) ",''co
~- . "'..., ...If) '" "10 01 ~- "'''' "'''' "'''' ........ ......., .......,...,
.
~
"-
0 C1'
~ ~
0 ;~
0 '<: llf~2
q 1I:l jL
v
0 r-. ~:
c: .2/1
::l:
0 '-' Ii
C1' ~ (;)
co
0 @
{OO2:~
S;9'i r 0
Cl
cri
rJ If)
r--:
Ji
>J)
Lf)
v
~ UElI S;L'~ ~
l- ~
8
~C\J9~ coer-I
-.:t .. I-- C"") ~
'}' - 2 ~ <Xli
" Iii s \1 '"
'" ~ <i d ~
a~5uc VI
~I~ -1
\;'l ,.
~t ~ j
>1 .
EI!
I !IIJ~ I
rr=
o ~ ~
Ii
1--1- ~L'
eJ. @
t
lfl
r--.
-.,
.."
....,
I~
.."Ci)
it)
C\l
(.)-...;.
...;
Cl::'"
~~
Ci)""
&l
;:..
....
m9~'
>J) I
Cl '<t
. co
C\.J ....;
@
@
j I
~--_._----,._._;--_...~.,---,_.._,...
t'l AB ~1\3~ 31'<10 'ON
~ N Ml3N3D 10/90/1>0 ~ 0 J: Vl "'I
\, LSOZ:'S8L' ~VS 'Hd 513001'1 l;l000 ~ N "MHN3D <;0- .0- ~ . ON to
I \11, \ .. ~ '" '" ~
vZ9L6 "!:/O 'NlnOO11HO :;. lBrl3SS9" ~O 1l:1Yd .... ..0 0
N _ ON "'\
\ 'N L6 ^ 'tMHDIH geL ~e 531113015 O~ 'i' /M 31fJNIS I Z I
~ fJNIMSNI Q3 D O-g 'i' 8-9 "- !i !i \1'"
~ ~ ! 'ONI 'N3M-Q13f l;l000 llV/:! 'i' 31115 OO~ ~ ~ ~ ~ I ~
: l:JnOO~d
~~
~~xo ,
.... .
........xo ;.1 !J
~~~ "'~-l
-' i ~ 0 1.. N C
~ ~ >f <:) -
"- lit .-
"0 "- ....... iijrd -0 "' ititrl ifff ~
ai ....... S8 ai "- s8
~~ - ~~ fll. j
T <0 T ~ 'OTO XVI'I .1>/1-99 ~ to
~ '0'1'0 XVI'! ,,08 ::::!..--1
-13NVd XVI'I .1>/.-;6 = O-g 13NVd )(\fill ,,1>/.-6L = 9-9
l3Nlld XIII'I ,,96 = o-g I Ii== 13NVd XIII'! .Og = 9.,.9 ==iI
I r '0'1'0 XVI'I ,,09 '0'1'0 XVI'I"I>/I-99 I
xl~ ~ t ~
...: . ~ . ~
:::;;0 :l;q
- -! ~~ ~d@{ ~
;"0 ~ &.
~NI N ~ N N
,
'"CD .. III T
~ ~ ~ ~ ~ ~ ~ ~ ~
~ ~ ~ ~ 'lS: ~ ~
~ ~ ~ ~ ~ ~ ~
III ... III III cr
0
~ r If es
,- I' I ~ ....
... ;:: ... " ;?; =:~
l:-... ~~ l:-... !=l ~ ~:::
, - ' , ;0=; ""
.:: - 70 .:: 1<0
, ... NtO
'~ :::;; ~tO '~ L..-J S
ID ff II II 61 II II
~ ....
~ .... jEJ:
J:J: ~ o!,2
....<:>
.. .. ~ .. .. '" gGj '" .. .. .. , ~ ~~
:l:J:
~ ~ cici ~ .. cia
.. .. .. z ....j..J
~ ~'''' ~ _j.J .. ~ ~ ~ cici
.. cici ..
zz
.. .. .. .. .. .. zz .. .. '" .. .. i=i=
:l; ~i=: zz
CD . zz CD . :l; ::>::>
~ ::>::> 0:: :::;;:l;
:::;;::;
~~ ~ ~~
~ 0
~ ~ ~ tOtO
i--I 00 i--I ~ 1 1
,......, I 1 <0<0
tOtO ...... ;?;
~ ~ ~ '?
III ... <i: CD ... to
~ ~ ~ ~ II ~ ~ ~ II
~ ~ ~ ~ ~ ~ ~ a::L...uj
<(o-J
1 ~ ~ ~ ~ ~ ~ ~ cno..~
z:::l<(
III III 61 f::wo..
ZCltll
:::l<(tIl
::;;::;;<(
~ ~ ~ ~ ~ ~ ~ ~ ~ -J
I ~ ~ wtll"
f- -
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ::i-JCl
IwW
~ ~ ~ ~ ~ ~ ~ f::Z~
~ ~ ~ ~ :5~a
II) Gj::;;a::w
I l3NVd X\fJfi .96 = 0-9 I f-wO:::l
I "o'oe = e-9 I O:r:Oa::
"I r Zf-Clf-
~G:l ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ ~
z 0
. "" .0
<00.. ~ '"
'" ~ ~ ~ ~ ~ ~ ~ ~
,1 ~ ~ 1
I I
JELD- WE1'jl : Wood _ Premium Wood Exterior Doors - Entrance - Installation & Finishing Page 1 of 3
.;
TION AND MAINTENANCE
Improper torage, handling, finishing or installation of any JELD-WEN@ Premium
Wood Do rs may result in severe damage to them and may void the warranty. The
following uidelines will help maintain the high quality of these doors.
AND HANDLING
1. S re doors flat on a level surface in a dry, well-ventilated building. Doors
s ould be kept at least 3-1/2" off the floor and should have protective
verings under the bottom door and over the top. Covering should protect
d ors from dirt, water and abuse, but allow for air circulation under and
a ound the stack. Avoid exposure to direct sunlight.
2. D not subject interior doors to extremes of heat and/or humidity. Prolonged
e posure may cause damage. Buildings where humidity and temperature
a e controlled provide the best storage facilities (recommended conditions:
3 % to 50% RH and 300F to gooF).
3. not install doors in buildings that have wet plaster or cement unless they
h ve been properly finished. Do not store doors in buildings with excessive
oisture content - HVAC systems should be operating and balanced.
4. oors should always be handled with clean hands or while wearing clean
g oves.
5. oors should be lifted and carried when being moved, not dragged across
e another.
FINISHI~G PREPARATION
Failure t~ comply with these guidelines will affect your warranty
1. o ensure uniform moisture exposure and dimensional control, all surfaces
i c1uding the top and bottom must be treated equally.
2. efore applying first finishing coat, remove all handling marks, raised grain
cuffs, burnishes and other undesirable blemishes by block sanding all
urfaces in a horizontal position. sand entire door lightly with 180 grit
and paper. To avoid cross-grain scratches sand in the direction of the grain.
3. fter sanding, clean entire door with a slightly damp cloth, removing all dust
nd foreign debris. <Avoid caustic or abrasive materials.)
4. i necessary, adjust components before finishing. (yVood panels can "float.")
arefully realign with a wood block and hammer.
5. efore finishing, hang the door. Then remove to finish properly. Do not
Inish during or after high-moisture periods. Door must be dry before
nishing.
6. void dark colored finishes if door is exposed to direct sunlight. This will
educe the chance of warping and veneer checking.
7. ertain species of wood contain chemicals that react unfavorably to some
Inishes or to foreign materials in the finishing system. Whenever possible,
est your finish prior to application and eliminate the use of steel wool on
are wood, avoid rusty containers or any other contaminate.
8. oftwoods like pine, fir, and hemlock take stains differently and may appear
nt1n./ /ld~-wen.com/attributes/text tmol.cfm/attribute id/3207
4/4/2007
I ,
JELD-WE* : Wood - Premium Wood Exterior Doors - Entrance - Installation & Finishing Page 2 of3
unj:lven or blotchy after staining. if the door is to be stained, a wood
Ciditioner or stain control should be applied prior to staining to promote a
un form appearance and avoid sharp color contrasts or a blotchy
ap earance. Note: as the sealer allows for even stain application, it also
re uces grain contrast and the depth of stain penetration. If grain contrast is
d ired a pre-stain sealer or wood conditioner should not be used. As with
all finishes, test prior to application. Talk with a paint professional regarding
thO application.
A STAIN AND-CLEAR FINISHING
1. S in the door using a quality oil or alkyd-resin-based stain.
2. Fi ish the door with a quality exterior solvent-borne or waterborne
p Iyurethane. Most quality exterior finishes require a minimum of two coats.
R fer to finish manufacturer instructions. A marine-grade varnish is
r commended on all wood exterior doors.
N te: if a pre-stain sealer was not used, waterborne finishes increase the
p tential of veneer splits and grain raise.
3. A I six sides must be finished prior to final installation to comply with
rranty.
4. erior stain-and-clear finishes perform better if protected from sunlight and
oisture. inspect finish once a year and refinish as needed.
5. atural grain and color variations are normal and not considered
anufacturing defects.
INSTALP.TtON AND MAINTENANCE
B. PAINT FINISH
I
1. eal door with a quality oil-based primer and two top coats of an exterior oil-
ased or all-acrylic latex paint.
2. erior door finishes perform better if protected from sunlight and moisture.
i spect finish once a year and refinish as needed.
3. II six sides must be finished prior to final installation to comply with
arranty .
Gaution JELD-WEN@ Premium Wood Doors can't evaluate all available paints,
stains 0 application requirements. Consult your paint dealer for systems best
suited f r your region and exposure. Always use top-quality finishes and follow
instructi ns on finish labels.
-AND-CLEAR FINISHING
1. inish the door with a quality solvent-borne or waterborne polyurethane.
ote: if a pre-stain sealer was not used, waterborne finishes increase the
tential of veneer splits, highlighted joints and grain raise.
2. II six sides must be finished prior to final installation to comply with
arranty.
3. atural grain and color variations are normal and not considered
ht1n. / /ip.l~-wen.com/attributes/text tmol.cfmlattribute id/3207
4/4/2007
I I I
JELD- WE* : Wood - Premium Wood Exterior Doors - Entrance - Installation & Finishing Page 3 of 3
manufacturing defects.
B. PAINT FINISH
1. 8$1 door with a quality oil-based primer and two top coats of an interior oil-
bafed or acrylic latex paint.
2. All six sides must be finished prior to final installation to comply with
w rranty.
INSTAL
1. T e utility or structural strength of the doors must not be impaired in fitting to
th opening, in applying hardware, in preparing for lights, louvers, plants-on
or other detailing.
2. U e a minimum of two hinges for 1-3/S" doors up to SO" in height. three
hi ges for all 1-3/4" doors and all doors from S1" to 84" in height, and four
hi ges for doors over S4" up to 96" in height.
3. CI arances between door edges and door frame should be a minimum of
1/ 6" on the hinge edge. For latch edge and top rail, the clearance should
b 1/S" (+0", -1/16").
4. AI hardware locations, preparations for hardware and methods of hardware
a achments must be appropriate for the specific door construction.
T mplates for specific hardware preparation are available from hardware
m nufacturers, NWWOA or DHI.
5. P ot holes must be drilled for all screws that act as hardware attachments.
T readed-to-the-head screws are preferable for fastening hardware to
n nrated doors and are required on fire-rated doors.
CLEANI~G AND TOUCH-UP
1. I spect all wood stile and rail doors prior to hanging them on the job. Repair
n ticeable marks or defects that may have occurred from improper storage
a d handling.
2. F eld touch-up shall include the filling of exposed nail or screw holes,
r finishing of raw surfaces resulting from job fitting, repair of job-inflicted
s ratches and mars, and final cleaning of finished surfaces. Field repairs
a d touch-up should be the responsibility of the installing contractor.
3. en cleaning door surfaces, use a nonabrasive commercial cleaner
d signed for cleaning wood door or paneling surfaces that does not leave a
fi m residue that would build up or affect the surface gloss of the door finish.
I
ADJUS MENT AND MAINTENANCE
1. nsure that all doors swing freely and do not bind in their frame. Adjust the
fi ish hardware for proper alignment, smooth operation and proper latching
ithout unnecessary force or excessive clearance.
2. eview with the owner/owner's representative how to periodically inspect all
oors for wear, damage and natural deterioration.
3. eview with the owner/owner's representative how to periodically inspect
nd adjust all hardware to ensure that it continues to function as it was
riginally intended.
httn~1 liel1-wen_com/attributes/text tmo1.cfin/attribute id/3207
4/4/2007
I I
City of Zephyrhills
Building Department
. .
5335 Eighth Street
Zephyrhills, Florida 33542
(813) 780-0020
Fax (813) 780-0021
W. A. "Bill" Burge s
Director of Buildin
Licensing & Zonin
July 1, 2007
DuramaxRoofing and Construction
P.O. Box 542
Thonotosassa Florida, 33592
Ref: Permit #6612
5246/5248 9th Street
Zephyrhills, Florida 33542
To Whom It May Concern,
I am revoking the above referenced building permit at this time as it was issued
by me in error. The referenced structure requires a complete set of engineered
approved plans from foundation through roof system. Therefore the installation
of doors and windows at this time would be in noncompliance.
You may contact us for information on requesting and receiving a refund.
I apologize for any inconvenience my action has caused.
Sincerely,
&d is"'4..~
Bill Burgess ...0
Director of BuildiIig Inspections /Code Enforcement
Cc: City Attorney
Code Enforcement Officer