HomeMy WebLinkAbout05-4813
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
4813
Permit Number: 4813
Permit Type: ADDITION/ALTERATION
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: SINGLE FAMILY RESIDENTIAL
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Desc:
Address: 6642 NO TH LAKE DR
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: SILVER OAKS
Parcel Number:
8/10/2005
52.50
52.50
8/10/2005
REPLACE DOOR GOING TO POOL
Phone:
. \ .;
V ,tJU""" . () ~
C\ '" \C\
E
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.
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Thirty-Five Dollars ($35.00) shall be made for each trip for each trade:
(a) Wrong address (b) Condemned work resulting from faulty construction (c) Repairs or corrections not made when
inspection called (d) Work not ready for inspection when called
(e) Permit not posted on job site (f) Plans not at job site (g) Work not accessible
t:>r"
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."
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances
o OCCUPANCY BEFORE C.O.
~.
CTOR G A PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED -
PROTECT CARD FROM WEATHER
CITY OF ZEPHYRHILLS PERMIT A~~L~~ax~u~
BUILDING DEPARTMENT 5335 8TH St, Zephyrhills, FL 33542
813-780-0020 FAX: 813-780-0021 g.- ~ ....OS--
DATE RECEIVED /. '
PHONE CONTACT FOR PERMITTING ..L/6 9 -0-</.0 r::;
OWNER'S NAME
~ d?/ ..5 rz;,fJif /;;7Z
the:; -</,-J ~r7 /7</
,/1-1 I f C' cf (<:--2' c.:
~Ak"/-- ,-:)/7
PHONE A76 9~~66
S:/t! v6A:? d-4q/.s_
7d/~C',-<) "L~ .?30S/-c:/
JOB ADDRESS
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
~
(OBTAIN FROM PROPERTY TAX NOTICE)
o ADDITION
o ALTERATION
o REPAIR
o INSTALL
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
o COMMERCIAL
DMULTI-FAMILY
o INDUSTRIAL
0* OF UNITS
o SWIMMING POOL
o MOBILE HOME
o OTHER
BUILDING SIZE
c=J RESTAURANT & HEALTH DEPARTMENT APPROVAL
2' dJC--1-c-/';- &--xTG/2//!?/c LJOO? c1c>/~/6
/0 /Z'ovct; H C? /J67t/ ,/.H' t::7
SQUARE FOOTAGE
/Z/} /.A/ /d.:J:r- -
0/;;;/ /~ PC?OC-
DESCRIPTION OF WORK
HEIGHT
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY
IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
& (1) SET ENERGY FORMS.
FORMS.
PERMITS REQUESTED
*L{~l~
D BUILDING d2.~. -
$ VALUATION OF TOTAL CONSTRUCTION
0 ELECTRICAL AMP SERVICE 0 Progress Energy 0 W.R.E.C.
0 PLUMBING
o MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION
o GAS o ROOFING o SPECIALTY D OTHER
TYPE OF CONSTRUCTION: D BLOCK
D FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES 0 NO
BUILDER
COMPANY
STATE CERT OR REGIST *
********************************************************
ELECTRICIAN
COMPANY
SIGNATURE
STATE CERT OR REGIST #
******************************************************************
PLUMBER
COMPANY
SIGNATURE
STATE CERT OR REGIST *
*******************************~**********************************
MECHANICAL
. COMPANY
SIGNATURE
STATE CERT OR REGIST #
*****************************************************************
OTHER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
padwe~s ~o pa~uT~d 'padA~ aweN
padwe~s ~o pa~uT~d'padA~ aweN
~uaw6~aTMou~oe 6uT~e~ uos~ad JO e~n~eu6TS
~uawa6paTMou~oe 6uT~e~ uos~ad JO a~n~eu6TS
t.{~eo ue a~ eq :j.ou PTPO PTP 0 Ot.{M pue
(uoT~eoTJ1~uaPT 10 adA~)
paonpo~d set.{ 04MO
~o 'aw o~ UMOU~ ATteuos~ad ST ot.{tJ
(pa6paTMou~oe uos~ad 10 aweu)
Aq
- 0(; , 10 Aep--- sp.{:j. aw a~olag
pa6paTMou~oe seM~uawn~~sut 6ul06a~oJ at.{~
.30 X~NOO:J
VaIHO~3 30 3~V~S
't.{~eo ue a~e~
(uol~eolJT~uaPT JO
~ou PTPO PTP OO~M pue
acM~)
paonpo~d set.{ ot.{MO
~o 'aw o~ UMOU~ ATTeuos~ad sT ot.{MO
(pa6paTMou~oE uosiad JO aweu)
Aq
~(; , 10 Aep - sTt.{~ aw a~olag
pa6paTMou~oe seM ~uawn~~suT 6tiT06a~oJ at.{~
30 X~NOO:J
VaIHO~3 30 3~V~S
HO~:JVHJNO:J :3HO~VNDIS
JN3DV HO H3NMO :3HO~VNDIS
'"JN3W3:JN3WWO:J 30 3:JUON" V JSOd aNV aHO:J3H O~ a3:!1N JON oa 30~V1\ NI'OO~'ZS
H3aNO sear 'JN3W3:JN3WWO:J 30 3:JI~ON HOaX DNIaHO:J3H 3H033e X3NHO~JV NV HO H3aN3~ HOaX HJIM
J~OSNO:J 'DNI:JNVNI3 NIVJeO OJ aN3JNI nox 31 'XJH3dOHd HOaX OJ SJN3W31\OHdWI H03 3:JIMJ DNIXVd
HOOX NI J~OS3H XVW JN3W3:JN3WWO:J 30 3:J1JON v aHoj3H OJ 3HO~IV3 BOOX :H3NMO OJ DNINHVM
, 'pauopueqe pa~apTsuoo aq TTTM +oa~o~d at.{+ ~o 'poT~ad 4+uow
XTS t.{oea 6UT~hp pa660T aq +snw uOT+oadsuT paAo~dde uV 'TeToTJ10 6UTPTTng at.{+ 0+ 6UT~T~M UT
pa+sanba~ aq TTet.{s uOTsua+xa at.{J 'OO'~TS JO a6~et.{0 aal t.{~TM ~Tw~ad at.{~ ~Ol paMoTTe aq Aew
aWl+ JO uOTsua+xa Aep 06 aUO 'paouawmoo ST ~~OM at.{+ aWT~ at.{~ ~a~Je S4~uOW xTs 10 pOT~ad
e(~oJ pauopueqe ~o papuadsns sT ~Tw~ad at.{~ li.q pazT~ot.{~ne ~~OM JT ~o 'aouenssT JO st.{~uow xTs
uTt.{~TM paouawmoo sT :j.Tw~ad t.{ons Aq pazT~ot.{~ne ~~oMat.{~ ssalun PTleAUT awooaq llet.{s~panssT
41w~ad ^~aA3 'apoo ^ue JO s~014e101A ~o 'uo140n~4suoo 'sue1d ul s~o~~a JO uOl oeJJOO
12 6uT~lnba~ ~a~Jea~at.{:j. wO~J lEToTJJO 6uTPITne at.{4 :j.uaAa~d ~Tw~ad 12 JO aouenssT 11 t.{s ~ou
'sapoo leolut.{oa+ et.{4 JO SU01S1AOJd ^ue sPlse 4eS ~o '~a41e 'laoueo 'e4el01A 04 ^~T~ot.{~ne
se 40U pue ~JOM et.{:j. 44TM paaoo~d 04 asuaoTl 12 aq 0+ panJ4SUOO aq llet.{s panssT 41wJed V
'aouenSST
41w~ed o:j. ~OT~d epl~013 JO a+e+s at.{+ oT paie+sT6a~ ~aeuT6ua leuolsseJo~d 12 Aq pe~ede~d S1
t.{OTt.{M pe~:nwqns aq TITM "awnToA 6uT+esuadwoo" E 6uTssa~ppe ueTd a6euTe~p E +Et.{+ poo:j.s~epun
sT ~T '"'o~a'V,, ~o "V" suoz pooT3 UT pasn aq o~ sT TeT~a~ew TTTl 1T '~et.{:j. A1T~~ao OSTe I
:j.uawa~eqe so+saqsv-li.oua6v UOT~oa~o~d le~uawuo~T^U3 'S'O~
S~UEJ oT~das ':j.uam:j.ea~J ~a+eMa+seM
'sTTaM-~luo t.{~leaH Te~uawuo~TAU3 'sa01A~as aA1~e:j.11Tqet.{aH ~ t.{~IEaH JO 4uew+~edaa~
sAeM~a~eM aTqe6TAeN 's~ooa 'sTleMeas-s~aauT6u3 10 sd~o:J AW~V~
sas~noo~a+eM 6ul~e+lV
'sea~v pJeT~aM 'speat.{Aeg ssaidA:J 'sTlaM-~oT~+s1a +uawa6euew ~a~eM ePT~oT3 ~saMt.{~nos~
:j.uaw+ea~J ~a+eMa+seM/~a4eM 'spue~
aAT:j.Tsuas ^lle4uawuo~lAu3 pue sea~V pueT+aM 'speat.{Aee ssa~dli.:J-uoT~eln6aH Te+uawuo~TAU3
JO 4uaw4~edaa'f :04 pa:j.lwl1 '40U a~e +nq apnlouT sa10ua6e t.{ons 'soue11dwoo u1 eq
04a~e:j. 4snw I sUOl+oe 4et.{M ^JT+uap1 04 1i.+111gTsuodsaJ li.w s1 :j.T 4Et.{+ pue '~~OM papua+uT at.{+
O:j." ^ldde ^ew saToua6e le:j.uawu~aA06 ~at.{:j.o JO suoT:j.eTn6a~ 8t.{:j. :j.Et.{+ pue+s~apun I +et.{:j. ^JT+~ao
oSle I 'uOT:j.oTPsT~n~ at.{+ uT suoT:j.eTn6a~ +uawdolaAappueT pue 'suoT+eTn6a~ 6U1UOZ 'sapoo
^:j.T:J 'uoT+on~:j.suoo 6uT+eln6a~ SMeT ITe JO sp~epue+s +aaw 0+ paw~oJ~ad aq TITM ~~OM TTe
:j.et.{:j. pue :j.Tw~ad 12 JO aouenssT o~ JOT~d paouawmoo set.{ UOT:j.ETTe:j.suT ~o ~~OM ou :j.et.{~ 1i.1T:j.Jao
I 'pa:j.eolpUl Se u014e11e4sul pue ~~OM op O:j. +Tw~ad 12 uTe:j.qo o:j. apew ^qa~at.{ sT uOl:j.e81TddV
'~uawdOTa^ap
puel pue '6uTuOZ 'uoT:j.on~~suoo 6ul:j.eTn6a~ sMel aTqe01Tdde TIe t.{:j.TM aoue"TTdwOo U1 auop, aq
IITM ~~OM 1112 :j.et.{:j. pue a:j.e~nooe sT UOT:j.eoTldde s1t.{+ uT UOT:j.ew~oJUT at.{+ TIe :j.et.{:j. Ii.JT+~ao I
J11\Va133V S,H3NMO/S,HOJ:JVHJNO:J '3
'+uawaouawmoo 0+ ~ol~d "~auMo,, at.{+ 0+ ~T
~aATTap o~ t.{+Te1 po06 uT aSTwo~d pue +uawnoop paqT~osap aAoqe at.{+ JO li.doo 12 pauTe+qo aAet.{
I :j.etp ^JT~ao I '"~auMd,, at.{:j." +et.{+ ~atpo euoauios sT +ueoTTdde at.{:j. JI 'S~Ten:V ~awnsuo:J pue
a~n:j.lno1~6v JO ~uaw:j.~edaa ePT~oT3 at.{:j. li.q pa~eda~d "apTn8 uOT:j.oa:j.oJd s,~auMoawoH - Me~ uaTT
uOT~on~:j.suo:J s,epT~OT3" JO li.doo 12 t.{~TM papTAo~d uaaq aAeq '~ueoTTdde at.{~ 'I :j.et.{~ Ii.JT+Jao I
(a3aN3WV sv 'S3JOJVJS va1HO~3 'ElL H3JdVH:J) MV~ N31~ N010J:JOH~SNO:J ,'a
, S333 N01~:J3NNO:J X~1~IJO aNV S33j ~:JVdW1 N01JVJHOdSNVHJ ':J
'STITt.{~^t.{daz JO ^+T:J at.{+ liT sa6alTAT~d 6ul+:j.lw~ad 0+ pal~l+ua +ou
Sl pue pasuaoTl Ii.T~ado~d ~ou ST at.{ :j.et.{~ uOT~eoTPuT ue aq Ii.ew ~et.{~ ~O:j.oe~:j.uOo se u6TS o~ noli.
sat.{sTM io~oe~~UOo at.{:j. JI '~~OM at.{~ ~OJ aTq1suodsa~ a~e '~o:j.oe~~ubo at.{:j. uet.{:j. ~at.{:j.ej 'noli.
:j.et.{:j. 6uT~eoTPuT a~e noA 'iO:j.oe~:j.uOo at.{~ SE su6TS ~aUMO at.{:j. se 'noli. 11, 'aTqTsuodsa~ aq TTTM
li.at.{:j. t.{olt.{M ~oJuOT:j.eoTTdde sTt.{~ JO "su01:j.oas ~o:j.oe~:j.uo:J" at.{~ JO suoT:j.~od u61s (s)~o:j.oe~:j.uoo
at.{:j. aAet.{ o~ pasTApe sT 8,t.{ ~s~o:j.oe~~uoo ~o ~O:j.oe~:j.uOo 12 pa~lt.{ set.{ ~aUMO at.{:j. JT 'a~ow~at.{:j.~n3
. ~OZOO-08L-E18 ':j.uaw:j.~edaa 6U1PTTng sTTTt.{~Ii.t.{daz JO Ii.:j.T:J
at.{~ ~oe~uoo 0+ pasTApE a~e li.at.{+ '~~OM papu8:j.u1 at.{:j. ~oJ Ii.Tdde li.ew s:j.uawa~Tnba~ 6u1suao1T
:j.et.{M o:j. se uTe~~aouna~e ~o:j.oe~:j.UOo papua:j.uT ~o ~aUMO at.{:j. J1, 'MeT a:j.e~s ~apun u01~eToTA
~oueawapsTw e'~oJ pa:j.To aq li.ew ~o:j.oe~:j.uoo pue ~aUMO at.{~ t.{:j.oq 'MeT li.q pa~Tnba~ se pasuao1T
:j.ou sT ~o:j.oe~:j.uOo at.{~ JI 'suOl~eTn6a~ leooT puee:j.e~s t.{~lM aouep~oooe uT pasuao1l aq o~
pa~Tnba~ aq li.ew li.at.{:j. '~~OM a~e~~apun o:j. s~o~oe~~uoo ~o ~O:j.OE~~UOO E pa~lt.{ set.{ ~aUMO at.{~ J1
. S31J1~191SNOdS3H HOJ:JVHJNO:J aNV SHO~:JVHJ~O:J, a3SN3JI~NO '8
'suOT~ol~~s,aJ paep eTqeo1Tdde Ii.UE t.{+ 1M eoueTTdwoo
~oJ Ii.+TT1qTsuodsa~ sawnsse pau6Tsiapun et.{~ 'suoT+eTn6e~ A~T:J uet.{+ aAT+oTJ:j.sa~ a~ow aq Aew
T~S~T p~~p o~ ~~a[qns ~q li.ew ~T,lli~ad ST,t.{~ ~et.{~ spue~s~apun pau61SJapun at.{J
t.{Olt.{M "suol:j.oT~~ a~ aa" ~ ~u ," a ~ ~ ~
SN01~:J1HJS3H 0330 ~O 3:JIJON 'V
Florida Building Code Online
Page 1 of2
;-.<1 f-, t,!.:,'I:':'r'lIOt~
IllI10nlJCrr Al'l"~nO'Ti\I.j Prodtlct T.vpe Detail
~J ""
Oil':
r; ~ ' :i'l~t
~ '. j .
.'.--
~rl"'-;'
f~ ,1 :"
. . ~ -.....,
. " ~'~ 11
,..
.,,.. .,,.. ..,,.
Product Search Organization
Search
Product
Application
.,,..
.,
Overview
,....
User: Public User - Not Associated with Organization-
Application #:
Date Submitted:
Product Manufacturer:
Address/Phone/email:
Technical Representative:
Technical Representative Address/Phonel~ail:
<,tategory:
Subcategory:
.Evatilation Metho~.
VIeW
Attachments
N~edJ:lelp_l
FLl8
08/04/20M
&{asonite International
On~Dale Mabry
Suite 950
Tampa. FL 33609
Steve Schreiber
~ Premdor Drive
'9ickson, TN 37055
(615) 441-4258
sschreiber@masonite.com
Exterior Doors
Swinging
Certification Mark or Listing
Referenced Standards ifom the Florida Building Code: Section
CertificatiC" L ~gency:!
-'
Quality Assurance Entity:
Validation Entity:
Date Validated:
Authorized Signature:
Performance level of the product and conditions or
limitations of use:
Standard
TAS201
TAS202
TAS203
Year
1994
1994
1994
Intertek Testing Services -
ETLIW arnock Hersey
08/1112003
Steve Schreiber
sschreiber@masonite.com
None Known
http://www.floridabuilding.org/pr/pr_detl.asp?IPT=18&fm=ROSrch
II
.
'1
.
.
3/2912004
Florida Building Code Online
Page 2of2
Evaluationffest Reports Uploaded:
Installation Documents Uploaded:
Product Approval Method:
Method I Option A
Application Status:
Approved
Page:
Page 1/1
IApp/SeG Product Model # or Name Model Description
#
18.l Wood-Edge Steel Door Units
L
.
-"
....
. eo.,..,. "'" ""'"'~; C2000The _ of FlOOd.. Al'''''''' m~_.
~
t
1
'~.-
htto://www.f1oridabuilding.org/pr/pr_detl.asp?IPT= 18&fm= ROSrch
3/29/2004
X
Glazed Outswing Unit
COP-WL -MA4161-03
WOOD-EDGE STEEL DOORS
APPROVED ARRANGEMEN~
Note:
Units of other sizes are covered by this
report as long as the panel used does not
exceed 3'0" x 6'8".
--~
---
!-h.
Test DaIa IlIvIn CIJtlllcaIe 13026447A.
130264478, 13026447C and COP/T1St
R8IlOIt YIIIdIlIon Malrbc 1302644710-001,
130264478-001, #3II26447c.oo1
pIU1Iides IIIcIlIoIIII inIorma1ion .
avaIable from the ITSIWH Wlbslle
(-..asemko.com), the Masonile
websIIe (-.IlIISOMe.com) Dr the
Masordte 1BchnicaJ center.
Single Door
MaimJm ... slze . 3'0" x n'
Design Pressure
+50.5/-50.5
UmIIId _ unless spedallhrISlIaId design Is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure IIId Impad IISisIanI Tllquimnen!s lor a specIIIc building design and geographic IocaIion Is determined by ASCE 7-national,
s1aIe ..local bulking codes spedIy the edlIloo '"CIulnod.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed - see MAD-WL -MAOO11-02 and
MAD-WL -MA0041-D2.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed - see MID-WL-MAOOO1-D2.
APPROVED DOOR STYLES:
1/4 GLASS:
mill I I I I
DD DO on on
100 Selies 133, 135 Series 136 Series 680 Series B22Series
112 GLASS:
I I I I I I LJ I
DO DO DD
105 Series. 106, 160 Series' 129 Series. 200 Series. 12R11..23R11..24RIL 107 Series. 108 Series 304 Series
Series.
"ThIs glass kit may also be used In the following door styles: 5-jlnII; 5-pane! with SCI1III; Eyebrow 5-pnI; EyebIow 5-panIl wIIh scraI.
a
J_ 16. 2003
OUrcaotiaulllO_ol_ ~""~'''''Ignond'''''''
_subjocIlo___
X
Glazed Outswing Unit
COP-WL-MA4161-03
APPROVED DOOR STYLES:
3/4 GLASS:
WOOD-EDGE STEEL DOORS
FULL GLASS:
I
I
I
11111
109 Series 114. 120. 122 152 Series 149 Series 300 Series
SerIes
404 Series
410 SerIes
450 Series
CERTIFIED TEST REPORTS:
NCTL 210-2930-7
Certifying Engineer and License Number. Gerry Ferrara, P.E. /11985.
Unit Tested in Accordance with Miami-Dade BCeO PA202.
Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from wood. Top
end rails constructed either wood or steel. Bottom end rails constructed from either wood or steel.
Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted
in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum bumper threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY, STATE
To the best of my knowledge and ability the above side-hinged
exterior door unit confonns to the requirements of the 2001 Aorlda
BUilding Code, Chapter 17 (Structural Tests and Inspections).
P-P(~
-- ......,
......-..
Hw.
TesllllU RevIew Cer1IficaIe 13D26447A,
130264478, 13026447C IIllI COPfTesI
IleuorIIIIIdation Matrlx 13026447 A-IlO1 ,
#30264476-001. #3Il26WC-DD1
provides 1lId1IonaI1nI0I1lIIlI1Il\ -
avaIIIble InIm 1Ile ITSIWH websiIe
rwww.ellsemko.com). 1Ile MasoRte
=:U~m)or1lle
State of Aorida. Professional Engineer
Kurt Balthazor, P.E. - License Number 56533
II
June 16, 2D03
Our__,......Df____--..._dIo/p1llld_
--..----
X
Unit
MID-Wl-MA0001-02
SINGLE DOOR
'.Tf.,!
.
1
1
6"
TYP.
-- .. ~
..- -
..r UNIT I'r UNIT
13-15116" 17-118"
MAXIMUM
ON CENTER TYP.
..- -
-...;-
. 6 per vertical framing member
. 2 per horizontal framing member
Minimum Fastener Count
..- -
- ...
..- -
- ...
Hinge Ind ItrIke plales reqalre two
2-1/2- IoI1f1 screws per IocaUon.
/ SEE NOTE #1
..- -
f
. Width of door unit plus 112"
. Height of door unit plus 1/4"
Rough Opening (RO)
... -
- ...
f
,
,
-- Honer Test Data Review Certificate ~ 1302&4478; 13026447C II1d COPITesl Repoft VaIdaIion Matrix
- - -- 13026447A-OOt, 002, 003, 004; 7!;!l9.1, ,002. 003, 004; I3026447C-OOt,llOtLOll3,.OO4 plllVides
--=-- lIddltIonaIlnIormation -1IIllilabIe Iromthe """'" WIIJsIte 1-.IIIsemko.c:oml. tile _ website
.----. Iwww.masonltlI.com1 or the MasonIte IIchnical center.
Latching Hardware:
. Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed.
. UNITS COVERED BY COP DOCUMENT 0246*, 8266*. 3241 *, 3246, 3261 * or 3266
Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel- (1) at top
and (1) at bottom.
*Based on required Design Pressure - see COP sheet for details.
Notes:
1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Jamb and
head fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. Threshold fasteners analyzed for this unit include #8 and
#10 wood screws, 3/16" Tapcons. or Uquid Nails Builders Choice 490 (or equal structural adhesive).
2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of
1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country
approvals respectively, each with minimum 1-114" embedment.
3. Wood bucks by others, must be anchored properly to transfer loads to the structure.
..
Man:h to, 2003
Our-.oi1o_oI_~_......-...
-...--........---