HomeMy WebLinkAbout06-5317
I:
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
v
5317
Permit Number: 5317
Permit Type: ADDITION/ALTERATION
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: NOT APPLICABLE
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Desc:
Name: B.F. SMART
Address: 38743 5TH AVE
ZEPHYRHILLS, FL. 33542
10,000.00
1/13/2006
360.00
360.00
1/13/2006 Phone:
UPGRADE A1C ELECTRIC,PLUMBING,WINDOWS,CABINETS
Address: 38743 5TH AVE
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 11-26-21-0010-14700-0120
REESE ELEC.
WILLIAMS DENNIS (INDIVIDUAL)
BAHR'S PROPANE GAS & AlC, INC,
PLUMBING FEE
LE
85,00 MECHANICAL FEE
60.00
I 1:.&
"( \" :it
C\/G- {Y
R FO U
DUCTS INSTALLED PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB
DUCTS INSULATED LINTEL PRE-METER WATER
SHEATHING FRAME MISC SEWER
MISC INSULATION WALL MISC MISC.
MISC. INSULATION CEILING MISC. MISC,
MISC, DRIVEWAY MISC, MISC.
REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
NO OCCUPANCY BEFORE C.O.
~~
TOR SIGNATURE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
CITY OB' ~J!i.l:'n x~n~.1.I.1.Ii:) r.l:l.EU'~..&..&. ~...... ...__u_ - --.
BUILDING DEPARTMENT 5335 8TH st, Zephyrhills, FL 33542
813-780-0020 FAX: 813-780-0021
DATE RECEIVED
10 "'105'
.
PHONE CONTACT
OWNER' S NAM~ f? 5 IY/~' r
JOB ADDRESS 3 ~ 7'1'7;, t; rA
:rvvc...
AvL
PHO I~ . 7/~/t:J q :! ~
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL ID # /1-"-,2/.IJt:J/o../Y7tf(;)-c/ ~o
(OBTAIN FROM PROPERTY.TAX NOTICEl
WORK PROPSED: ONEW CONSTRUCTION
o ADDITION
DALTERATION
I~EPAIR
o INSTALL
DSIGN
o MOVE
o DEMOLISH
PROPOSED USE:f9sGL FAMILY DWELLING
o COMMERCIAL
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOM
o OTHER
c=J RESTAURANT & HEALTH DEPARTMENT AP~ROVAL
DESCRIPTION OF WORK Llf9r~ I)t/ t"("e,]; P!Utlt/fh";.,r W~IJ'IVf, ~t (O.bu1e1S
BUILDING SIZE
SQUARE FOOTAGE
HEIGHT
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY
IF SIGN PERM~T ONLY (2) SETS OF ENGINEERED PLANS REQUIRED.
PROPERTY SURVEY REQUIRED FOR ALL .NEW CONSTRUCTION.
& (1) SET ENERGY FORMS.
FORMS.
Noc...
0-4-'-1L-l C" re~
PERMITS REQUESTED
../ \ I II 10<0 - Qe C:..l) "'!)M-A I L-\: D
VALUATION OF TOTAL CONSTRUCTION l-iSnnS
~UILDING
$ \0.000.00
I .
~ELECTRICAL
~LUMBING
~ECHANICAL
AMP SERVICE
o Progress Energy 0
W.R.E.C.
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
~RAME
o STEEL
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES 0 NO
SIGNATURE
r1-Ot 59~$~ .
STATE CERT OR
BUILDER
SIGNATURE
*******************************~**********************************
~ "'J
q5~~ ~ riJ
COMPANX~~e.dYi(cJ L0L. ~
STATE CERT OR REGIST # E c. t~O(::), ~c; .~
ELECTRICIAN
~ 6" . .,.=- COMPANY'S.>>. "..:: < s '"'~~ ," '" <., .'SM ~ r;t)
\
. STATE CERT OR REGIST # \~_:~:::c \ II ~ S\c,~:::-'
.*.........,.........*.......~.Ct.............*................... ~
MECHANICAL A;/, . /J / 00, v COMPANY 641M;- h"/,,,-,r 6-" J " ~
SIGNATURE ~ ~ STATE CERT OR REGIST #
**************************************************
PLUMBER
SIGNATURE
************************************************************
OTHER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
A. NOT.ICE OF DEED RESTRICTIONS
ThE\ undersigned understands that this permit may be subject to "deed restrictions" which
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, 'they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-780-0020.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign po~tions of the "Contractor Sections" of this ~pplication for which they
will be responsible. If you, as the owner signs as the contractor, you are indi~ating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indica~ion that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction
lien Law _ Homeowner's.Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the "owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the "owner" prior to commencement.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Appli~ation is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone "A" or "A, etc.", it is
understood that a drainage plan addressing a "compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall.be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become' invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for \a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall b7 requeste~
in writing to 'the Building Official. An approved inspection must be logged dur~ng each s~x
month period, or the project will be considered abandoned.
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. JOBS UNDER
$2,500 IN VALUE DO ND~RD AND POST d~Zb
OR AGENT SIGNATURE: C~TRACTOR ~
.,-. Marti Reutimann 'ilJ M8lCI Q02847'!1
STnTE OF FLORIDA I"~ MycomrnislionOO2~131 STATE OF FLORIDA .~.1 Mvcomm\lllClft 232008
~ . L: ' C 2008 . ~_~ F1llDlrel1 febN8lV .
COUNTY OF '\\ '''~, e~p''''' FtobruaN 23, COUNTY OF. .
The foregoing i~~~rument w~~cknowledged. The forego~n? ~~ru~:nto;~~~owled~~
Befor~e. this (fT).... day ofL:)Q!O\:R....y ,2@. Before rr<i~ ~ y ,-
by UJIKi ~ by-
~ (name' of person acknowledged) ~. (name of person acknowledged)
~who is personally known to me, or ~o is personally known to me, or
Owho has produced
(type of identification)
~ ~t~oath
person taking acknowledgment
~-t~~f\
Name typed, printed or stamped
o who has produced
(type of identification)
and whoO did Odid not take an oath.
~~~
person taking acknowledgement
~-t~~,,~
.
Name typed, printed or stamped
Signature of
~fC-~
Si~ure o~
\ ' "()..f C\
Michael Fike
Better Built Construction Inc.
P.O. Box 1089
Zephyrhills, Fla.
33540
cell 813-714-1098
Memo
January 11,2006
Bill Burges, ~~ ~ )
'7",,$ U;:.t.
Reference: 38743 S" Ave., Zephyrlillls L,? ~~\ ~.
Scope of work //~l
Install all new upgraded electrical wirin~ 2f:;J)1- ~ l'- c...
Install all new upgraded plumbin~_ -{ 2cb-4- fL r2-~ pl:r'\. <i G~b:-
Install new air conditioning systeIIlv" . ,\. .,^~
Install new windows:=- ""rrAlL 2c.~'t- fL, 1l1:i:S. yv\JiO" L\...Jv
Install wall insulation }JP..l'ltht9N~~.:~1U"L
Install new drywall
Install new cabinets
Install new flooring
Thanks,
Michael Fike
BUILDING SHALL COMPLY WITII
ALL APPUCABLE BUILDING,
ELECTRICAL, PLUMBING AND
MECHANICAL CODES.
REVIEW DATE:
CITY OF ZEPHY L
BUILDING OFFICIAL
~t-Q &)
Parcel Information for: 11-26-21-0010-14700-0120 Card: 001
Page 1 of2
$~c::lrQ!JA..9?tlJ Show Map Generalized Building Schematic Estimate Taxes
See Tax Collector Information - CurrenUDelinquent Taxes Frequently Asked Questions
ParcellD 11-26-21-0010-14700-0120 (Card: 001 of 001)
Classification 01 - Single Family
Mailing Address Assessment (totals)
B F SMART INC Ag Land $0
6815 DAIRY RD Land $18,818
ZEPHYRHILLS, FL 335421629 Building $17,662
Physical Address Extra Features $1,116
387435 TH AVE
ZEPHYRHILLS, FL 33542-4304 Total Assessment $37,596
legal Description (First 4 Lines) Save Our Homes $0
ZH PB 1 PG 54 LOTS 12 Taxable Value $38,263
13, W 1/2 OF 11 BLK 147
OR 5740 PG 1638
land Detail (Card: 001 of 001)
line used Description Zoning I Units I Type Price Cond II V~hIA
1 0100 SFR 00R2 7,800.00 SF 2.25~
2 0100 SFR 00R2 1,950.00 I SF I .65 . $1,2
Additional land Information
Acres II 0_22 II Tax Area II 30ZH II Fema Code II ~ II Res Code IIZHLH~
I Building Information - Year Built 1915 USE 01 - Single Family Residential (Card: 001 of 001) I
Ext Wall 1 Average Ext Wall 2 None
Roof Str Gable or Hip Roof Cov Min Roof(Corr. or Sh M)
Int Wall 1 Plastered Int Wall 2 None
Flooring 1 Pine or Soft Wood Flooring 2 None
Fuel Gas Heat Convection
AC Window Unit Baths 1.00
I line I Description Sq. Feet Repl. Cost New
1 FEP 196 $8,302
2 BAS 782 I $47,389 I
3 UDG 288 I $5,212 I
Extra Features (Card: 001 of 001 )
Line Description Year Units Value
1 UDC 1995 1 $418
2 CLFENCE 2001 540 $698
i Sales History I
Previous Owner , MORTNER HARRY J
I Year I Month Book I Page I Type II Amount I
I 2004 I 02 5740/1638 I WD II $35,000 I
2004 02 5740/1636 QC I $0 I
2004 01 5711/1131 CP I $0 I
http://appraiser.pascogov.com/search!oftline_tca.asp?sec=ll&twn=26&rng=21&sbb=001.. . 1/11/2006
85/03/2004 12:13
35251813367
PAGE 02/07
-'-'~'-'..'-- ,-~.. ,~"""-' ...._--~... '..-
AA.:'LV:'-IWWDA. lOJfl.s,2-97
TEST REPORT
Rendered to:
MllTOi\fE PRODVCTS. tNC.
Sfo:RI ES/MOOt:L: 740/744 Oriole
TYPE: Aluminum Single IIune, Wimlow "with ~ail-Fin
~F
SUlllm:Jr\' of Results
Tesl S edmen #2 i Test S ecimen #3
~.:.;:.;."I:'.:'.;'f
1l.R.~O~, 39 x 90 ! H-RlS'I?9 x 90 I'
'ItA I N.A
-. . ~::~ ---""~l---~~~" "-_." ~
+333psf i 135.1psf
-:~4.7 pllt' ~ -47.2 l'S(
1 5tU) prif -+ 5J.0 p~f
_____:?2.1 p-s~___ -70.~.J:1~_
NiA NIA
~'A NiA
1---.--
Tltle Test S edtltetl #1
AAMA Ralinl.:--t_._ H.1!.~? ~; .x 89
_.Operati.ng rorce .. _+_ 25 III max.
Airlntiltration --.. -. I -11.12 cfu;:nr- -
_..._.___.__n
\-Vater Reslstat1.ce Tes~Press~~c____ .__.J._}IJJ!~[_""._ .rl
r 1 1-
1~:.~.ps ,
-4/_..:. p!'if _
-53.0 p.'if
-}Q:8 p~L
Passed
Grade HI
Unifuml Load Defection l'e.~t fJrcssure
1 Imf()fm Slruc\ural Load Te~l ?ressure
Reference should he ma.de to A TI Report No. 01..41 :)79.01 for complete lest 5llCdmen
description and nalll.
~5/03!20g4 12:13
352518('357
PAGE 03/137
Architecturel Tf~sttn.
.~.\MAl~YWDA 10111.8.2-97 Tf.ST REPORT
Rende:-ed to'
?vll HO;\tE PRODUCTS. INC.
P.D. Bo~ 370
65!) West Market St..c.~t
(lmI7. Peons)'h ani", 170311-0370
Rep0l1 N(I 01....1~;7C)Ol
Tt::SI Date OM\9i02
And 06/21/02
And: 07(24,:(12
Repol1 Date: 08.'260'02
expiration Date: {J7l24/()6
Prujt:t:t SUlumllr,: ArchiLectural Tcslwg.lu(;. (A Tn was ,.:;ontractcd by MI Home Products. (nc..
to rerfoml le.!>l;; Oil 11il'~C S:o:rh:siModel 7401744 Oriole, ;tlurninulll ;;ingle bung windows with
nail-fin at their facili'..y in Elii.:ilbeuniUe, Pennsylvania. The sampleB ll..:slcu successfully mer the
p~tforrmlDce re<.luiremct\ls. for the follc1wing ratings: Test Specimen #1: H~R35.n x tN~ Test
Spccllnen #2: H.R30*:W 7'. ()tl: Tcsl Spc;;imcn #3; H-R35'lo 39 x 90,
Gi!rlt!ra! Note~ ..hI aXleri<:/.:. (t) Ifrn W rhe perjomlwlce ,qrtule imlicmes lira, rhe sizv fE,iledfor'
optional pt;'fnrwl1lLcr \i.US :,./;/td'cr'lhct/l llll..~ Gml?iN/,l' rcst si:(' for "ii.;' rrndl,,::r 'Yl''' (1m! dm:~,
Tc!>t Specifkation: The tef\t specimen W:JS evaluated j;il a~conlanct: with AAll,iAfNW,VDA
lOlll$.2-9:, l'ol/lntm,:,' b"pecHinJlioPlsfCW A lrllllillum , Vilf,\; (PVC; ami Wuod r-Vil/t!ml's u/U/ Glass
Duor5.
Test Specimen Dc!Ocriptiol'l:
S{'rics/:\todel: 740/744 Oriol~
T~'pe: Aiurnloum S.ingle Hlmg \Vjndow with Nail-Fin
Te5t S~eci.meo. .ill:. Gah~''''';J): P\!!ionn.m:e Specimen ll-R35 4i x 89
Overall SilC: 3' J 1- j/4" wide by 7' 5-1/4" high
Interior S.sh Size: ~' iQ" \\ ide by 2' 11-3.'4" high
Fixed Daylight Opt!nini Sae: 3' 8-5/16" \",ide b/4' 3" high
Screen Siz.e: 3' 9-1 :R" wide by 2' j 1-1/1" high
GIRzlng T~p~: 3:' t 6" annealed
,3fl DoiOn.. Ce".lr1
"Of:':. PA 1740],91\0'5
phor-t!. 717 :64,77\lO
'i'll 'r" '54.4 129
'1''-\''-NaKhtl~stcC''l1
05/03/2004 12:13
35251.80357
..--".~........--_."--'-"
"--_.. ..-~-'-""'~
PAGE 04/1)7
".....___ __.' __u'
.....~.....'~..._._.._. - ...-.._'~
(iI..:! 1979.0 i
Page 2 i'f {\
Test Spedmcn lkscrtlPtton: (Continued)
Te5t Specimen #1: H-R30" 39 )\ 90
O~'erall Slz;r .3' ~-l /4" ,"vide by 7' 5-1 !2"hi~h
Interior Sash Size: 3' 1.7/8" \.vide by 2' 11-1lil6' high
Fixed Oa~.'U1l,bt Opening SilC: 3' '. -I :'4~ wide hy .~. 2-1/2" high
S~reen Si:le: 3' 1-1 is'' wide by 2' l \ -1l2" high
G1:ulni, Tlpe: fixed daylight opening. 3/1 (ir alUlculed. Interior sash 118" annealed
l'cost SDecrimen #3: tt.R35* 3q x 90
Q'\'etal1 Size: 3' 3-1,4" wide by 7' 5.112" high
ImerioT Sb:~: :r 1-7/8" wide h)' 2' 11-11:1 I)" high
t"ixed Dayli:ght Opening. Size: 3' 1-1/4" wide by ..t 2-1/2" higl1
Screen Size; J.' 1-\18" ",.'ide by 2' \ I-LiZ" high
Gla~ng Type: 1'ixed daylight opening 1 fg" tempt red, Interior sash 3/16" dflnCalt..."tl
TIle follon';lIg tkurlptirJns apply to aU spcclmetls.
Finish: UniL ,va.'- flilver ill cohn,
Gluing De.tIlUs: The tl.ctivc and Iixed sMh were flirglc gl~.ed. Bolli sasb w\.~ c.l1annel
ghw:d Llsing a nexible wtl1fl-'aTOund gla.7jng. gasket.
Wealhen.tripping:
~gi..Q.tioll
0.170" high by fI.1 S7" backed
polypilc wit11 center fill
C1.33fi" high hv H.187" b~lCkcd
polypik ~ith.(;entt..'l" I;n
OJII)O" high by 0.187" bac.ked
polypilc
n.270" hlgh hy 0.1 R7" hucked
polypilcwith center lir!
~/ If)" vmyL holll1'w bUlb seal
Ommtitv
LOCi11ion
1 Row
Fixed sash stiles .md tup rail
I Row
Fixed sash interlock
1 Row
Interior sash stiles
I Ro\v
Interl{\T sash 51i les
I Row
Intmor sash bonom rai I
05/03/2004 12:13
35251803;7
?AGE 05/87
. ...'-,~..,-- ----.--,... ,." ~.. ..'-- .......-..--,-..
{ji....:d97'JOI
PO\r.:c: ~ of (,
Test Sped1l1en Description: {C'Olwnur.::dl
Frame Construction: The fhune was construrtt..c of extruded aluminum. TIle comers were
coped, b'Ltted. scaled. and secor~d \Itililtng two 5/8" H:rews Ihrtlllgl1 me jamhs into the sill
and bead .screw bosSi;S.
S~sh COJlstracdol1: Thli. silSh members wcrt' consTTucled of extrud~d .uuminuUl, The
com~ ,,,,ere coped. butt;d. s.;a.kJ, ami secllred litilizil1g on~ 5i8" sere\" throl.lgh the jambs
into lhe r.lils scr~w bOf>s,
Scree" Constru ctiOll: lll\: screen rrame \\ as com;tnlcted from m' HClmlcd ahlm inum
members with keyed Cl;lrners, TIle tibcrgJass me~h wn~ secured with a ncxible ~'ip' ine.
Hardwure:
Dcs~rjml.Q!!
Q\!mtiJ~:
Lo".RiOIl
.'v(el~'l earn lock
2
10.t frolU ends 011 interiur :>ash
mCC'ting r.ail
BaliJm:..: us!wmh1r
"2
One rerjamh
IJlasiic lilt latch
2
Ends ofmeeting rail on interior sash
Metal tiit pin
Drainage: Sioped sili
1
Ends uf bottom rail on : \lIenor sasb
Reinforcement: No reinforcement.
J IlStaHatlon: The unit was inslalled in a 2 x R #1 SPnlCC-Plllc.Fir wooL! bll.,:k. The:: uml was
secured t11ili?:tng 1-~;8" dryv.raU screws pJaccJ 3.' from comers and 10" on (;Clltcr around naii
lln perimeler, Thl.: I.:XlcnOT was sealed uliHzLng po)yun~thanc.
Test Result..:
The results are tahula!.ed a.~ follow!!:
Para~aph
Title Q1~TeSI -J~~l M~tlJ9d
~~ul!~
Allowed
Test Suedmen #1: Gatl:.wuy Pcrfannuncc Specimen I--RJ5 4i x 89
2..2,1-6.1
Ope1tnhg For,~e
251bs
30 Ibs max.
2: 1.2
Air lnftltnuion (ASTM F 183)
(?~: 1.57 psf(25 mph)
fl. 2 cfutlft:>
0.3 ctlnill~ max,
Note #1: The tesTed specimen meers file j7C'J:fcJI1I/(mcc levels :,:pecifiL"tl in AAAIAINftlJDA
W/if.S J..Q7jiJi nil lI~ti!lrl1!/On.
05/03/2004 12:13
Tcst ResuSts
PaGl~P.h
3525180357
.........--.-........ ~-- ,. ~ ........ -,.- .".....---.. .
Tille ofT e~t - Test t\lc.1.h(')d
Teil Sl)e(:imen #:1: (Continuoo)
.., , 1
",,", i......
2 1.4-,}
.. ...--...__"'-_"" .,..".'_'" u,._..,.-.~._~,_.___._._
JtGSults
\-Vater Resistance (ASTM E 547-00)
(wi1h and without screen)
WT? = 2,86 psf t'o leakage
r.ll-4 j 979.0 I
Par;e "A of 6
:\ How eo
No lenkuge
Cniform 1.oad Deflection (ASTM E 330-97)
(Mcasurcmet1IS reported wcr\; taken on the meeting rail)
(Loads were held for 33 second!')
lQ.: 3:).1 psf (positive)
i,,]' 42.9 psf(negative)
~l.77"*
;)$9".
"'EXCf:'f"d$ l.',p .lPH' de.f/ectivl1. bill met'ls all ml1t'l" r~qlC;remcnrs.
2.142
2.21.(L2
2.I.S
0.26" max.
0..26" nla'\..
Unifon11 Load S[rw:turnl (ASTM F. 33'1-n)
fl\lfeasuremenls reported ',,,'ere taken on the meeting rail)
(Loati!a were held for I D seconds)
@":' 41).7 pst' (positi vc)
([1,64.3 psf(ncli,alivc)
l)cglazillg 1\~sl (ASTM E 98Tl
In uperatin~ uireclion at 70 lbs
f ntenor s1'\sh mcclinQ rail
[ntcrior SWih hOlIDm-n'll
In remaining direction al 50 Ibs
lnterior sash right stile
Interior sash ten stile
1),08"
0.12"
(U2"12.5%
0,12"/25%
OJI6"i12~()
0.)6"/12%
Forced Enl!)' Resistal1cc (ASH..\. r 5X~~97)
T~'Pe: A
Grade: 10
Lock Manipulation Test
Test Al th"l .-\5
Test ;\7
Lock M:mipullllion Test
>Jo entry
:'Jo entry
No l:lTttry
No (,:ntry
O. i !i" max.
0,18" ma.x.
O,50t1!1~,:,
050"11('()4>/o
0..5(1"'100%,
0.50"/100'%
No entry
No entry
No entry
J\ u entry
PAGE 05/07
05/03/2004 12:13
3525180357
~., .-~.' ~ :.........._.._~--- .,,_......_-.....--............~. ... ~ - -, _..- ~.... .--'.- .~ ,. .
Test Results:
1I'iJragr~pJJ
T,tle arrest -_J~st Method
Test Specimen #1: (Co1ilinu-cd)
U.m~()Ua[ Pcrfl)rm.mc~
RC$ull5
4.3
"Valer RcsislJince (ASTM E 547-0m
(\v;th and withollt screen)
WTP := 5.3 psf No leakage
PAGE 07107
{ll..+11)79Ql
I.age :; of tl
A llowcQ
No h.:ukage
Unifonn Load Deflection (ASTM E 3:~O-97)
(l\'leastlcemcnts reported were taken on the meeting rail)
(Loads were held tor 33 seconds)
((ii 35.3 psf (J1osith..e.
<~l 47,2 psf (lll.."Jati 1,.'1.:.)
4.4,1
0.$1"*
0.91'"''
*E.u:eeds 1.-."]75 fot tlcflcClio1!, /l1Ir m~el!; all mhll/" '1~/uir~.nI~flfS,
0.16/1 max,
U.26" ma........
Uuilonn Loatl Structural (ASTM E 3-30-97)
(Measurements reported were t.aken 01' the mcetjn~ rail)
(Lo3ds were held for 10 seconds)
(ill 53.0 PSf(po5itive) .
@: iO.8 p~r(negalive)
44.2
Test SDedrnen #2: H-R30* 39 x 9(1
Op\iQ1Jal P~J (Qj1l1aJ1C I!
0.11"
0.14"
U.18" max.
0.18" nux.
Uniform Load Deflection (ASTM E 3:;U-97)
C\-tCB.SUTements reported were taken or the meeting. rail)
(Leads were held for 42 second$)
@ 33.:1 psf(posirive)
<Ii: 34.1 psf(nega1.ive)
4..4-.1
0.31"*
0,27"'*
+Excee,is Vi 15 for tte:(1~('lhw_ bur mee!s all u(he.r riJc/uinmumts.
01\" max.
0.21" max.
Uniform Lond Structural (ASTM E 330.(7)
(Measllremenls reported were taken or the meeting rail}
(Lo-..ds were held for to seconds)
@ 50.0 psf (positive)
~~: 52.} psf (negative)
4.4.1
0.02"
dJ.Ol"
{'J.l 5" max.
0.15" max,
Fx T t'IlJc'd P"lo:t>
_ "'" ___ ~ ."'.~ '__'h"_~"""""""'_'_'__' ,..,"'....'. ____..'.~. ,,+--0". ..._.,~-_._.__.~.,. ~,,---~.'-" ....-..'. .... ,...,-",," - .... ,....._.~~.,..-
'.I>"'.._........~...........___-.__..."I. ..; .~....... '0___ _.....--._."'.. ",0.,
OH1979.0t
Page () cHI
Tesl Results: (f'ontim,led)
Paralp"aolJ
Title or-rest - Tc:it MctbQg
ttcsults
.Wowed
Test Soecimen #3: H-R35'" 39:';!f
,
i
Optional performance
4.4,1
llnifonn LOQ,:D.clion (ASTM H :BiJ-97)
(1\,fcftsi.lrclllcD\s rqpoTled were taken on the mucling rail)
(Loads were helal fl)T 42 seconds)
@ 3503 p~f(P9siti~'~) 0,38""
@ 47.2 psf(neg4tivel (l2T'iI!<
n.21!! max.
0.21" max.
*F:xceeds 1../175 for d~t1cct;Qn. but meel.r (Iii other re31 rfi/uiremellL\'.
4.4.2
Onifoml Load StnlctUTlll (ASTM E 33(1.97)
(Measurements: reported were taken on the meeting roil)
(Loads were held for 10 seconds)
@ 53,0 psf (positive)
(f1). 70.8 pSHnegaLive)
0.(11 "
<0.01 "
O. (5" mllX.
G.tS" max.
Detailed drawings. representative samples of the lest specimen, and a l,'OPy of this report will be
retained by A TI for a poriod of four years, The above re$'ults were SCC\ln!d hy uSing the
designaled lest method' and they indlcate compliance with the pCrfOmlllRCe requi.rements or lbe
above refill-cooed specification- This rc:pOlt does n~t CDllstitute ccnificalion of this product,
which may only b~ grantCll by the ccrtil1cation program administrator. This report may nol be
rcprodllced oxc~pl in full without approval of Architec,lural Testing,
For ARCI-{lTECTGR.J\.L TESTING, TNC:
&L~_-
Marl:: A. He!;~
Technician
t~n~,e~. ~
Allcri N. Rceves, P.E,
Dire.~lor - Engineering Services
.2, <> C"T. #oil "< A-H '2.-
"'.IAH:b.1lw
o 1-4lln<-J.!J1