WS-13-2117 Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-200970 Permit Number: WS-9-13-2117
Scheduled Inspection Date: October 11, 2013 Permit Type: Windows/Shutters
Inspector: Rodriguez,Jorge Inspection Type: Final
Owner: CHRISTINA POULOS, RAYMOND SLATE Work Classification: Door Replacement
Job Address: 10 NW 110 Street
Miami Shores, FL 33168-
Phone Number
Parcel Number 1121360030010
Project: <NONE>
Contractor: MG EXCELLENCE SERVICE CORPORATION Phone: (786)247-7067
Buiriding Department Comments
REMOVE AND REPLACE 1 FRONT DOOR AND 2 REAR Infractio Passed Comments
DOOR INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-199413. Tap cons not per NOA
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
October 11,2013 For Inspections please call: (305)762-4949 Page 19 of 26
s
Miami Shores Village ' '
g p
Building Department SEP 1 g 200
SI�
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY:
Tel: (305)795.2204 Fax:(305)756.8972
INSPECTION'S PHONE NUMBER:(305)762.4949
FBC 20
BUILDING Permit No.
PERMIT APPLICATION Master Permit No. �_
3 - 211
Permit Type: BUILDING ROOFING
JOB ADDRESS:
City: Miami Shores // County: tMiami Dade Zip:
Folio/Parcelk l k — � 1
, ® l-A.�� 00
Is the Building Historically Designated:Yes NO Flood Zone:
OWNER:N e`(Fee Simple Titleholdter): Phonek
}
Address: l t 5 L -� c
City: 1• State: Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACT-OR:Company Name: XC 'l �Y! Phone#:
Address: ` Q
City: 1 State: Zip: 1"1
Qualifier Name: Phone#:
State Certification or istration#: C-C-I. Certificate o Co etency#:
Contact Phone#:f3 �� I 1-f 00 Email Address: °
DESIGNER:Architect/Engineer: Phone#:
Value of Work for this Permit:$ � a®® Square/Linear Footage of Work:
Type of Work: ❑Addition ❑Alteration ❑New /URepair/Replace ❑Demolition
Description of Work: _ 0/CI�/�®� /.� Tt4 GfC.
• p
Color thru tile:
�x�����•�//�ryryxx�xx��x�+xx���x���xxxx�xJ30-00
Submittal Fee$ c�V Permit Fee$ ��°yy CCF$ CO/CC$
Scanning Fee$, Radon Fee$ . DBPR$ Bond$
Notary$ Training/Education Fee$ o V Technology Fee$ 1. 61-2
Double Fee$ Structural Review$
TOTAL FEE NOW DUE$
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zap
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"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."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signat Signature
Owner or A J Contractor
The foregoing instrument was ac ledged before me this / The foregoing instru t was acknowledged beforp me this
day of ,20 L3 by day of ,20 + ,by t ;
who i ersonally know o me or who has produced who is ersonally known me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign: e
Print: zi Print: /r
My Commission Expires: My Commission Expires:
LP Notary Public Stars of Fbrida
Notary Helsel Alvarez
MyCommissim EE 198011
E)Or"i'SM2016
�xa��axm�ax��x��s<se�x+x RRPPlansExaminer APPROVED BYiner Zoning
74 113 Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
i
9/16113 Florida Building Code Ordine
1 z
a
&; BCIS Home Log In i User Registration ( Hot Topics Submit Surcharge I Stats&Facts Publications FBC Staff ! BCIS Site Map links Search i
3usines
� ) �� product Approval
t J -,USER:Public User n
CO CSSI
Regulation
EIiSli�lilfl}!E @,�ilIiIP�I�ill� Product Approval Menu>Product or Application Search>Aonlicatlon List>Application Detaa
FL# FL4940-113
Application Type Affirmation m --
Code Version 2010
Application Status Approved
Comments
Archived IJ
Product Manufacturer Masonite International
Address/Phone/Entail 1955 Powis Road
West Chicago,IL 60185
(615)441-4258
sschreiber@rresonite.com
Authorized Signature Steve Schreiber
sschrelber@n-esonte.com
Technical Representative
Address/Phone/Email CUPY
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors /
Subcategory Swinging Exterior Door Assemblies ,
Compliance Method Certification Mark or Listing SEP Y 8 2013
Certification Agency National Accreditation&Management In
Validated By National Accreditation&Management Institute,
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of.Product Standards
Certified By
1 affirm that there are no changes in the new Florida Building Code which
affect my product(s)and rry product(s)are in compliance with the new
Florida Building Code.
Documentation from approved Evaluation or Validation Entity Yes 0 No G N/A
Product Approval Method Method 1 Option A
Date Submitted 02/14/2012
Date Validated 02/14/2012
Date Pending FBC Approval
Date Approved 02/17/2012
Date Revised 03/11/2012
www.toridabLdlcing.org/pr/pr app dtl.aspWWanr-wGEVXQ MDgtLTLgVRIEjBfg3cibJRMrKgJiB4hFgU8U p/o3d 1/3
9/16/13 Florida Building Code Online
Summary of products
F i 10 Wo- e1!NiiMber
4 4 Metal-e Steel Sid - Dr
Units
s ertifrcation Agency a .r ca e
rove or use n VI#Zr es FL4940 R3 C CAC N1006115-R3.PDF
proved for se pu : R Hv�i? ssuraneg flniractExplrat on Rat
ac Resrstant-,Yes c 12/31/2014 "
sig76 sta ro
ther:Evaluated for use in local: rig adhering to the Flon 940 I L01 f
Building Code including tht rricane'Zone,and erified By: National Accredita ion. - an ' nt hi titu
here pressure requirements as Jeterrrined by ASCE 7, Created by Independent Third P7rClr—�--
xceed the des' pressures Gsted. 3'-,0"?T 6'78"nVx nornina iz Evaluation Report
Max DP +/- 76.0 enh arge Hassle[ a resistance is FL4940. R3 AE 504ADdf
quired- hen?or tgctive system is NOT,required. See Created by Indepen :Y
installation drawing DWGMA-FLO132-05 for additional information.
4940.2 Metal-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Door w/or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4940 R3 C CAC NI006115-R3 PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2014
Design Pressure:+55.0/-55.0 Installation Instructions
Other.Evaluated for use in locations adhering to the Florida FLA240 R3 iI FL0132.odf
Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute,
where pressure requirements as determined by ASCE 7,do not Created by Independent Third Party:
exceed the design pressures listed. 12'-0"x 6'-8"max nominal Evaluation Reports
size. Max DP=+/- 55.0.When large missile impact resistance is FL4940 R3 AE 502A Ddf
required,hurricane protective system is NOT required on opaque Created by Independent Third Party:Yes
panels,but is required on glazed panels.See installation drawing
DWGMA-FLO132-05 for additional infomation.
4940.3 Metal-edge Steel Side-Hinged Door 8'-0"Opaque I/S and O/S Door w/or w/o Sidelftes
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4940 R3 C CAC N1006115-113-1212F
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2014
Design Pressure: +48.3/-48.3 Installation Instructions
Other.Evaluated for use in locations adhering to the Florida FL4940 R3 II FL0133.odf
Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute,
where pressure requirements as determined by ASCE 7,do not Created by Independent Third Party:
exceed the design pressures listed. 12'-0"x 8'-0"max nominal Evaluation Reports
size. Max DP=+/-48.3.When large missile impact resistance is FL4940 R3 AE 501A Ddf
required,hurricane protective system is NOT required on opaque Created by Independent Third Party: Yes
panels,but is required on glazed panels.See installation drawing
DWGMA-FLO133-05 for additional information.
4940.4 Metal-edge Steel Side-Hinged Door 6'-8"Glazed I/S and 0/S Door w/or w/o Sidelftes
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes Fr 4940 R3 C CAC NI006115-113 PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2014
Design Pressure:+50.5/-50.5 Installation Instructions
Other.Evaluated for use in locations adhering to the Florida FL4940 R3 II FL0134.odf
Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute,
where pressure requirements as detemined by ASCE 7,do not Created by Independent Third Party:
exceed the design pressures listed. 12'-0"x V-8"max nominal Evaluation Reports
size. Max DP=+/- 50.5.When large missile impact resistance is FL4940 R3 AE 502A.Ddf
required,hurricane protective system is required.See installation Created by Independent Third Party:Yes
drawing DWG-MA-FL0134-05 for additional information.
4940.5 Metal-edge Steel Side-Hinged Door 8'-0"Glazed I/S and O/S Door
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4gd0 RR C CAC Nio06115-R3 PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2014
Design Pressure:+43.0/-45.0 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL4940 R3 II FL0135.Ddf
Building Code including the High Velocity Hurricane Zone,and Verged By: National Accreditation&Management Institute,
where pressure requirements as determined by ASCE 7,do not Created by Independent Third Party:
exceed the design pressures listed.6'-0"x 8'-0"max nominal size. Evaluation Reports
Max DP=+43.0/-45.0.When large missile impact resistance is FL4940 R3 AE 501A.Ddf
required, hurricane protective system is required.See installation Created by Independent Third Party:Yes
drawing DWG-MA-FLO135-05 for additional information.
~.floridaMicUrig.org/pr/pr app dtl.aspWW an'r--wGEVXQwtDgtLTLgVRkEjBfg3cfbJRMrKSJiB4hFgU8U°/r,3d 213
9/16113 Florida Building Code Odin
Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Cooyriaht 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee
under Chapter 455,F.S.,please click here.
Product Approval Accepts:
h=
www.floridaWIcOng.org/pr/pr aM O.aspWWarr=viGEVXQ MDgtLTLgVRIEjBfg3cWRMrKgJiB4hFgU8U°/aid 313
it
NAMI NOTICE OF PRODUCT LINE
A•e: :
Certification N .: M0061154R33 Pa e 1
e Date:
Revision Date*- 11119101
Certification ram: e l
Company: ui 1 to tit►rral
a Code: M103-1
The"Notice of Produo'Lihe Certification!'is valid only when Administrator's Seal is applied to the upper
left Band.portion of this form and d certification label is applied to the product. This certification seal
represents product confortnity, to the applicable specification and that all certification criteria bas been
satisfied.
The products and systems listed below are approved for listing in the Directory of Certified Products at
wwwNAMICglification,Wm. Please reu evu. and.advise i AMI immediately if data., as shown r clrtiie
corrections.
Company Companyt Masonite International Corporation
1955 owl's Road
West Chicago,, L 60185
Product Line: lea mite.Metal- t Sid in d Door Unit
1
Test Report.- �N -210-1861-1,2,3,'T, ,9I210_l 1, 1 , 10-1887-x.413:446,7, 1
10,1 11 210- �►"�
1 - l , 1 10-1905-1 6*,4,$, 0210-1 0- A5v6
}
Section It.General Oescription of the Products and Systems under this Certifitation
1.1 Frame. The frame jambs consist of finger joint pine pith all corner
coped,butted,and sealed using three "long wire staples(.04375."').
1.2 Multion Constructiow Where used, each mullion constructed of 3
laminated l with a pine cap and attached to the header and threshold {
with 0 x 3"Philips Flat Read Wood Barg.
IJ Glazing: Whereused, the overall insulated glass was glazed into a rigid
plastic lip-lite e. Consisted of etri monolithic insulated Mass
Frith ({3.11 )tempered glass with aluminum.s l or b.qty.l spacer.
1.4 Door Leah` Construction: Each door lea' was constructed, from.
0.017"(6'8"height)or 0:020'(8'O"height)thick galvanized steel.facings
1
i
National Accreditation&Management institute,Inc..
4794" urge Washington Memorial." High ay lEayes:tr'A 23072
Tel:( ) 1 Fax.(804)6M4122
Certification loo.: N100611$�W Fags 2
Section 2 Registered_Supplier's
.1 Door Lites> ODL or Specialty
2 Astragal: Endura Ultimate
Section Additional Supportive Test or .Acceptance Data Provided with
Cortifi+rnt on 11 a entntion included:
3.1 Miami-Dade Building Code Compliance Notice of Acceptance for Lite:
F Material,NO -080 . and T Test Report Number
3 Surfkeeturuiu Characteristics for°Foam Filled Door performed by
Omega Point Labor turies to ST » "Standard T t Method
for Surface Burning Characteristics of Building Materials-Report t o
15971.404313.
3. or Caleulutious for.
Anchor Performance Calculation Report-Performed by Luis R.
P.E. Florida No.62514).
344 National Accreditation&Management Institute,Inc:W4416
I i
i
1
7
See additional Pages cif Certification for Certified Product Line-Matrix(s)aid Installation Details. If you
have any questions regarding this certification,plow contact NAMI at(904)684-5124
National Mered tattoo&Management.Institute,lnc,
4794 Washington Memorial Highway/Hayes.VA 23072
Tel:(804)6$4451.24/Fax:( )694-5122
NOTICE OF PRODU!C,1 CERTIFICATION
Company: Masouite International Corporation Certification No.: N10061IS-113 Fags
1955 Powls Road Certification Date., 07/29/2005
West Chicago, l Expiration Rata 1l, 1l20
Revision Date: 11/194010
Product: Metal-Edge-Opaque Inswing or OutswingDoor W/and W/o Non-Impact Rated Side° o d Frame unlew noted
SpeMeations T ' z TAS 201- 02- !2 1 ' E3
The"Notice of PrWoet Certification"is only v lid if the NAM Certificafloo Label has been stiffed to theproduct as described within this,documeoL The certification
label represents product conformity to the applicable s wedfication and ttiat att ecrarication criteria has been satisfied. This product has been approved for listla within
Certified Product Listing at ww,_N eM ifl ti rt . N 's Certification Program is accredited by The Atuerican National Standards Institute ANS4
fns iee Glazed, Structural 'mater Missile Test Report Number
Configuration or or Maximum Design "i` t innpact Drawlig Number r
outs wing # a ate Sw Pressure .P fire Rated comments
its e '0":x.6' " +76/-76 2.86. 'es: Mt 210 1 i s
Maxitmom Pawrtl Si ti a 'S"
single
' a �rz z t
3
xx i! f3p qu 6'0"x.6'$� +55/-55 2:$6 psf 'es
1'axit Fasei s .390"x&'3"fSi*Wi 3'0'x 6*8"'
Double e mil t c a13 5
xx O/S Opaque.. W-0"x 6'8" +551-55 8.25 psf yes t t
Maxim m t Size:3'0"x€'�°'r,Si tits:X07 b'S"
�elpblev r mb"Dasai-MAm 133 -05.
31 e r 6"ti"x,61"" 55I-55 a 6 ps r-Y r�t;�°t 210-1 5Aj",4,9,61
Glued 5idelite $idelil No c Size.3`€a' t"r� itc<ro-x r
Single idelle n -F132_ti'5
Ol O! Opaque Door 6'0�''x 61" x-5515 .25 psf - r.ffU2104064 ,1#40fi
Single w/Sidelfte G lazed-Sidelde i e ite-Dc Mwdmuo0awl Ste,3'Orx M e 3'0"x '
1rr� itrta13 «c1s
OX0 US Opaque Not 9"0"x 6V +55/-55 2.36 psf Door-yes. NC n,X 10-1 s-1 >3A ¢6
f3i : .d deli" ' 5i fi liter I Maximum and Sim 340' 6$" i&1ite:3r x 69.x"
single i elit Anchor -�r110�FLt#i.32
QX0 01S Opaque Door 1'0`"''x ws +55/-55 8.25 psf Door-Yes NCTLx 210r1 t 1A, 4b n
l SI�I' W lk Maxim m,Pan)Sim 3'.0"x IS�dgkc 190"x. C
Single lidetits t1-1+ - r12
oxxo Opaque Doors l2' " 'r' X5155 2.1t psf Doors-Yes - "
Glued Sidlit 5idli id
, ubl l iddl tes tisater Pze3e 3 W xb s' iit ;3`3'x 'S
rt 11 2 as
o ! Opaque Doors 12'4"x,bF s. X55!«55 4.25 psf NCTL-21 -1905[,2,3445,6
€l ed Si Mites Si elites ci Aki um Pact Size*3 0�.�:': sr i efitc 3`t}'x 6'r
Doable r l- de ites i x1 11 1 Yus
National Accreditation&Management Institute,luc 14734 a Washington a Highway/Hayes,V 72
Tel:( .4 684-5124/Fax.-? 1 6W1,12
SIGNATURE NAMI AUTHORIZED
TICS OF PRODU!CT CERTIFICATION
Company: Masonite International Corporation Certification n No.- Nt006115-R3 Page
1955 Po is Road Certification Da e. 0712912005 -
West Chicago,IL 60185 Expiration Date. 1-2/31/2014
Revision Date. 11AW2010
Product: Metal-Edge Steel Opaque+ err Inswing or Outswing Door Sul and to Non-Impact Rated Sidelites( unless noted)
Specifications Tested'To. 'TA 2014 2- ►41203-941A 330
The"Notice of Product Certification!"Is only valid if theNAMI Certification Label has been applied to the product as described within.this ocum nt. The certification
label represents product conformity to.the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing wwithin
NAIMI's Certified product Listing at ww w.Namicer iftca1[gn NAMPs Certification Protram is accredited by The American National Standards Institute(ANSI).
-
'Water issie Test_ depart Number
Inswing C Structural �
Configuration or or Maximum Design 'Test Impact Drawing Number
outswwin D a ne She ressore re so ted Corr ments
_ I/S Opaque ,0"X 9'0-" +48.3/48.3 2.06-psf Yes. NCTL-�10w1 Q53, $,
Single Maximum Omot Size,3'0-.x8V
Anchor Omit-MA-FLOW-05
OIS Opaque 3V x V +48.31-49.3 7,30 psf yes NC TL 2l049 t,' >4,s,
Single Maximum Panel in:XV x.8,6"
XX Aa+ lit�r 'I3-FLQI�3�?5
I!5 0 p htte dgb$,a 8.'t1" . 1 2,86 f "°es �'�G"1'.�z10-1980 4,14,$,6
�F�xim n awl Siv—3'V S 0� i ;XW x R`r
Double Anch" i1-MA-Ftht33 FS
X Opaque 6'07 x 8V +48.3/41l.3 730 p0 Yes 2`CTL,21000 122
Ruble
Maximum Puna 3"11>k%O J3aclelita.3'It°' 8'{t"
:AE9 I V.lCip✓vt g59..1r 3 °I:� gU A-I 1+w1'y,a 0k1"3gPg33`w0-0, 5
K X 1 Opaque Do 6'0`x 8'0" 48. a 4j.3 a 86 psf }oo- es
Maximum meta 3VI X0 V idelitc
3 a 81V it le wlSideiite Glazed'Sidelat Sirctite No
A ac ar,t twit-Mr4«tv°I.,OW-0
Ctl Opaque Door C'4.,x rV +4&3148,3 psf Door-yes NCf 2f6:tM t,2,3x4,3k6
.in le Rw4Sidelit s Glaze4Sidelite Sidelite- o Maximum tea saw 3V x 8 0"1 is lite.3V*t 8V
Araelacar `1»MA-FL6133A„5:
€ar t? VS Opaque Door 9'0"X S.V' . I- :3 186 psf Door-Yes NCTL-21. 19804,2 3,4,5.6
Single wtSidelites Glazed idelites idelites- o axir ant PAW Size,yr x 8 0"ISiMite.3'0"x 8>ok,
Anchor DetaltVA-FLOBMS
€1 t3 tits Opaque r ` 9' ':x 8"ti3g +48.3/49.3 7.30 sf' lunar-Yes 14 't- 1t�19 t,2,3<4;3
Single wwlSiadeiites Glazed idetites Si Relit 3 o Maximmtn, SUe,XV x 8' Aiddat 3'W"x 910"
Anchor l ail-MA-FL0133-03
OXXO, 115 Opaque Doors 12x4"x',WO" i-483f483 2.86 psf Doors-Yes NCTL 210-1980-1,2,3, 8
double iSi Relit s i�d Sidellt ideiites'l�lo Maxim Panel Sim,3'0'x 8'OrAidelit�.3ftf'�`x 8'dt°'
tzr 1tail-fitit FlCtr33 Q
OXX0 O/S Opaque oars 12'4"x WO" +48.3/-49.3 731 psf Yes qty 1`L-2t�t9 01,23 4,5
Double /Sidelit s Glazed gidelites Si elites- o Maximum Panel Size.,3T"x 8' tsic fiteA 3*0'x&V
d t wMA�FLOt1305
National Accreditation&Management IrnstitaIte,IncJ4794 George Washington Memorial Highwayfflayes,VA 072
Tel:(804)684-5124/F as:(804),684-5122
NAMI AUTHORIZED SIGNATURE.'
9
NOTICE F PRODUCT CERTIFICATION
Company- Masonite International Corporation Ceftirication No.: N1006115-11 Page 5
1955 Pawis;Road Certification Date.- 07/29
West Chicago,IL 01:85 Expiration to 12131/2 '14
Revision t 11/1912010
Product: Metal-Edge Steel Glazed in or(?p its Door /and /o Non-Impact Rated Sidelites(w/Wood Frame unless recut
Specifications'Test To: TAS 202-941ASTM E
The"Notice of Product Certification"is only valid if the NAMI Certidta . , Label has,been applied to the product as described within this document The certification
label represents product conformity to the applicable specification and that all certification criteria has beef satisfied. This product has been approved far listing within
NAMI's.Certified Product Listing atwww i la i 0 Brain is'etcredited by The Amer n;l�(atiaes l Standards Institute,(ANSI).
..... . .. ..:.....
Iii..` ink tl Straci' . water lisil "Test apart Rairnber
Configuration o or Maximum 1 si a Test Impact Drawing Number
iswin a size P e legit Pressure Rated Comments
X If T"Y,6"87, 2.86 psf NO NCTU-790-1 974",4,x,6
Single Moximum Panel Sie:310"x WS'
Anchor.Anc M140-4A--f6134-0.
X 01S Glued ,0" '8" +W51-50.5 7.64 p�f No
Single Mmumn Panel Sim:3Vx G; ...,
e Mtacl- A-fL044--
XX I/S l 6'!l'° 6' " 5'.5f 54.5 . 6 Vd No NCTL-2l04 -1.4.3,4,5,6
Double Mdx rwm Panel Size-3'0°x 6'r
And 17til+l - .�t:�# f3
C3/ Gland Wo"X-018, +50X5 5095 uo psf No CTL,21t-J$9T-1,2 ,4,5,6
Double Mmimurp teal Sines W x e"
Ammer 13etaif-MA.-FL0134«0i
It I/S Glazed r 6$0".16'8" +50.51-50.5 2.86 psf Door-No NCT1T21fl 1897213,3,4�,6 ..
Single w1gidelite Glazed Sidelite Sidelite-No t t f16t1?I1Z<f19 20121 .
qRe 2rVetai X41- L084-0
�fl 7 8 X54x 760p f Door-No l r 60 1Ct-210-1997-12,34,5
Sidite-4o s Sin le w/Sidelites Gland Sideline Rod Sim
Anchor daft-MA x.0134.03
()X10 ItS Glazed Door 910"x 6r +%5/40.5 2.86 pst Door-No NCTL-2l0 l8%74,2,3.4,s, .
Single w/Sid[elites la i Sideltes S delites: +E� a n'r . i 3 a 6 s
Anchor C if -PL4t3
OX0 IS Glazed,Door 9'(l"°; 61" X5 ,51-Sft, 7.bil psf r-figs tit-21t tt 71 ,s,5
Single /Sid eRW Glued Si liter i eli es-No Maimm pawl 14 x Wr
Anchor H-MA-FUDI344
O. 0 I/S G Doors I2�Oa' 6�8" X500-�50 5 2,86 psf bc -l�€a Nit°-.-21:04897-1, , ,5 s
Double witidelites Glazed Sid6lites Si li es-No iu u P ra t dire:3'Q"x 6'
C IS Doors 1216x' 6"8" +50.51-50.5 7.60-00, -No
Double /Sidelites lazed Si elites i lites-No t� u�r P e151ae:.3*x 6'r
�raanil- -F0134�1
National Accreditation .n ent Institute,lac./4 94 George Washington Memorial V. 2.
Tel.(8 04) 512 n ; ) 31
0.
NAMI AUTHORIZED SIGNATURE:
NOTICE I TIO
Company: Masonite International Corporation Certifications o., N1006115-A3 Page 6 "
1955 Peowis Road. Certification Dates 07129/204
West Chicago,IL 60185 Expiration Date: 1213112014
Revision Date: 111912010
Product: Metal-Edge Steel Glazed Inswing or Ontswin8 Door w1 and w/o Non-Impact Rated Sidet tes(w/Wood.P".. a unless noted)
pgei icatio0s Tested To TAS 202-9 /AST E330
The"Notice of Product Certification"'is only valid it the NA MI Certification Label has been applied to the product as described within this document. The certifications
lint represents product conformity to the applicable specification and that all certification criteria bits been.satl fled. This product has been approved for listing within
NAMI&s Certified prom ct Listing at www. a !cart f°ratims,com..1� , is , trip " pgram i . ,e, its b _T The A erieao>; ntlo .l Staslsla ds Inn ti�te l fl
Inswing Glazed Structural water fissile Test Report Number
Co.ifiguration. or or Maximum Test Test. Impact :.Drawlag Number
Outswing opaque size Pressure. pressure hated Comments
i/ Cr YV 8V x-431-45 T86 No Wl`L-2J0-18 7-7. >9.o Ll,r2
Maxi Panet ize 3"O..X.9'0"
Single Anchor 1_ it FLO13sxlls.
X 0/$ Gla ed 380"X 8'0" +� Bv4 6.48 psf No AlCT_L-210k1397 7 9,9,jq,11,12
Single Maxiinum PanclSlx=3' "x 9r
Anchor -F1,#O
XX US Glazed 6'0"X 97V +43/45 2.86 p f No taMI ls�� 100 1,12
Trouble $ �
a�xi�j9o,,�um I Sim.3gV'•xav
Glazed V eOi +43/45
6.48 pslx: No
Double maximorn panel Size,3Ptw4 x or.
Anchor()ma4l-X4A l,A135
National Accreditation Management Institute,Inc.147 .George Washington Memorial Hi hwa ' ayes,' 2
Tel (804) 5124/Fa : 4) 5122
NAMI AUTHOPIZED SIGNATURE.
L
CL 00
%jJ t 149"MAX. OVERALL FRAME WIDTH cc -
//IE%t/Gr�:J'Qr�2 'lf�z� p d
� i
V
21" MAX 36.375" MAX. -i
SIDE-HINGED METAL-EDGE STEEL DOOR UNIT -D.L.O. PANEL WIDTH 37.5" MAX. ¢
6 Z J
-8"DOUBLE DOOR WITH/WITHOUT w FRAME WIDTH �
/ASTRAGAL � O
i � sQ
GENERAL NOTES ® ® LL U Q
i. EVALUATED FOR USE IN LOCATIONS ADHERING TO � d'U
THE FLORIDA BUILDING CODE AND WHERE PRESSURE Z
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM If)U
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, o
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. F-
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON �
�--W
n
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. tE
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. n Q
4. PLASTICS TESTING OF LITE FRAME MATERIAL: a
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP ASTM D1929 740'F > 650'F
RATE OF BURNING ASTM D635 0.77 IN MIN `"
SMOKE DENSITY ASTM 02843 13.4%
TENSILE STRENGTH- ASTM D638 7.50% DIFF vJ
COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD t v
0
0
Awl&n to DOUBLE DOOR UNIT W/SIDELITES a �a
33r
m
n IY
w
1111 1111 1113 1113 1111 ® 11 1111 am z
S0 0
w V7
No
�N�
n 01 0 0:
1NGLE 00 -P .DOUBLE DOOR UNIT SINGLE DOOR LINff SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DQOR UNIT W/SIDEIJ
"- WITH SIDELITE WITH S1DELl7E m¢Z
WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING REQUIRED TO RE 15% OF DESIGN PRESSURE SATE+ 7/25/05
TABLE OF CONTENTS CONFIG MAX WIDTH INSWING I OUTSWING INSWING I OUTSWING «T1?"TD SCALE: N.T.S.
SHEET DESCRIPTION X 37.5 +76.0 -76.0 +76.0 -76.0 +19.0 -79.0 +55.0 -55.0 p/,r
XX 74 +55.0 -55.0 +55.0 -55.0 +79.0 -19.0 +55.0 -55.0 Y✓kJ �•�': SINS
1 TYPICAL ELEVATIONS & GENERAL NOTES OX or XO 75 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 CHK.Sr:
2 ANCHORING LOCATIONS & DETAILS KURT BALTHAZOR
3 ANCHORING LOCATIONS & DETAILS OXO 112.5 +55.0 - 5.0 +55.0 -55.0 +19.0 -19.0 +5 .0 -55.0 FLORIDA P.E. DPAWNG NO.:
OXXO 149 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 156533 DWG-MA-FLO132-05
SHEEP T OF 3
cc 00
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3" Io
3"—I —3" 3" 6" 6" of
6` SEE DETAIL
"F" N n
uj
w
ASTRAGAL RETAINER BOLT HOLE d N z
MUST BE DRILLED THROUGH o 0
#8 x 2_1/2" #10 x 2 #8 x 2-1/2° THE THRESHOLD & INTO THE v w
STRUCTURE DEEP ENOUGH M Q E
#10 x 314" ® FOR A 1.375" THROW
#8 x 2-1/2" #9 x 314" _o a
#70 x 314" DETAIL "F" ASTRAGAL NtOt
0 #9 x 314"' o
#10 x 2" DETAIL "E" ASTRAGAL
DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT DOW 995 ALUM.STEEL OR BUM SPACER
OR EOUAL
DETAIL "D" STRIKE PLATE TO FRAME r Bs x -1/2'Prs m¢°z
AS SHOWN.
n , DATE: 7/25/05
F 0.962"1
r scra E N.T.S.
1.375" 5'-%c3 DOW 995 Po� .. MG.B': SWS
ND» N
` OR EWAL °°,` .. dqc.8Y:
EXTERIOR MIME OR DRAMNC NO.:
INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DETAIL OM-MA-FLO132-05
SHEET 2 OF 3
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ASTRAGAL RETAINER BOLT HOLE ° z
MUST BE DRILLED THROUGH D 0 °
#8 x 2-112" #10 x 2° #8 x 2-1/2" THE THRESHOLD & INTO THE Ln
STRUCTURE DEEP ENOUGH
#10 x 314" ® FOR A 1.375" THROW
#8 x 2-112" #9 x 314" o 0
#10 x 314" DETAIL "F" ASTRAGAL N"'a
0 #9 x 314" o
#10 x 2" DETAIL "E" ASTRAGAL N
DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT Dow Eo9 ALUM.STEEL OR Bum SPACER
DETAIL "D" STRIKE PLATE TO FRAME \�� / #6 x 1-1/2'PHS ca<d
AS SHOWN. �,/'
ogre: 7125105
{ 0.962'1 Ad66ad1m1ICP I SCALE: N.T.S.
;pr�"'
1.375" .a..• uwc.er: SINS
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T f mgr _ -.,
OR EQUAL ^4�t cm.6r:
tf 4 L - EMERIOR INTERIOR MAMNG No,
INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DETAIL DWG-MA-FLO132-05
SHEET _L of 3
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ATTACHMENT DETAIL g
EDULE
HARDWARE SCH ow w
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, �a
SIGNED AND SEALED BY LUIS R. LOAAS, PE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
(FLORIDA #62514) WITH THE LOWEST (LEAST) SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
FASTENER RATING FROM THE DIFFERENT FASTENERS AT 5-1/2" CENTERLINE. o0
BEING CONSIDERED FOR USE. JAMB, HEAD, AND 2. 4" X 4" FULL MORTISE BUTT HINGES
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE o
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. >�• s.
1.50"+` 1.25° o]4 z
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN + "0.25" MIN t ' _0.25" Z
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHIM ave: 7/25/05
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE AdaexlumtoNAMI
MINIMUM EMBEDMENT OF 1-1/4". CL �— CL—� �— scut N.T.S.
' �NU.: nri i s-%2s owc.BY.. SINS
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO '' 1��
CKK. BY:
TRANSFER LOADS TO STRUCTURE.
TYPICAL WOOD BUCK TYPICAL MASONRY oaawwc
OWG-MA-FL0t32-OS
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. ANCHOR INSTALLATION ANCHOR INSTALLATION
suet 3 ov 3
Luis R. Lomas P.E.
x 1 {
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 504A
336-945-9695 Date: 12/29/09
Product: Single Door 3'x6'8"
scope:
This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies
only to the product described herein.These calculations comply with requirements of the Florida Building Code.
Drawings verification:
This analysis verifies anchoring for the following drawings:
DWG-MA-FLO120-05 DWG-MA-FLO130-05 DWG-MA-FLO153-06 DWG-MA FLO168-07
DWG-MA FLO122-05 DWG-MA FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07
DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FLO156-06 DWG-MA-FLO172-07
DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FLO174-07
DWG-MA FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG-MA-FLO175-07
Anchors to be qualified:
1.#10 Wood screw,for installation in wood frame substrates.
2.3/16"ITW Tapcon,for masonry installation
Anchor capacity in shear condition:
Fastener type:#10 wood screw (NOS 2005,11.3)
Side member: Douglas Fir-Larch Main member:Spruce-Pine-Fir
Side member thickness: t,= 1.000 in Main member thickness: %= 1.500 in
Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: F.= 3,350 psi
Minimum required penetration: 1.330 in Screw bending yield strength: Fyb= 80,000 psi
Duration Factor: Co= 1.6 Tabulated lateral design value: Z= 107.0 Ibs
Allowable Design Value: Z'= 171 Ibs/anchor Mode IV
Fastener type:3/16"ITW Tapcon N.O.A.07-1126.10
Substrate:Hollow block
Minimum embedment: 1.25 in
Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in
Tabulated shear design value: Z= 112 Ibs Actual C To C spacing: 3.00 in
Minimum edge distance: 2.63 in C to C spacing factor: 1.00
Tabulated shear design value: Z o 197 Ibs
Actual edge distance: 2.50 in
Design value per interpolation: Z= 189 Ibs
Allowable Design Value: Z'= 189 Ibs/anchor
Minimum anchor capacity: 171 Ibs/anchor
Note.,Anchors with the least capacity Is used for calculations to qualify anchors with higher capacity.
Anchor calculations.minimum reautred anchors
Pressure against stops with bump threshold:
36.38 Design pressure: 85.0 psf
' Max. Anchor
Al Zone
Area Load Ind.abs)) O.C. Cap. Load Result
A2YA2 79.25 (ft) (in) abs) Qty (Ibs)
AI 2.3 195 N/A N/A 171 2 98 OK
Ai AZ 7.7 656 6.00 18.00 171 5 131 OK
Single. Pressure away from stops:
36.38
' Design pressure: 85.0 psf
Area Load Ind. t' Anchor
Al I Al Zone z O.C. Cap. Load Result Qty 79.25 (ft) (Ibs) (in) (in) (Ibs) abs)
A, 10.0 851 6.00 18.00 171 5 170 OK
s T
,,. Luis R.Lomas P.E.
7`"" FL No.:62514
1 of 2 1/1/2010
NA
t Luis R. Lomas A E.
1432 Woodford Rd. Manufacturer Masonite
Lewisville,NC 27023 Report#: 504A
336 945 9695 Date: 12/29/09
Single. Pressure against stops with saddle threshold:
36.38 Design pressure: 85.0 psf
Area Load Ind. Max' Anchor
Al Zone x O.C. Cap. Load Result
A2�A2 79.25
(ft) abs) (in) (in) Obs) Qty Qbs)
Al 2.3 195 N/A N/A 171 2 98 OK
A2 8.9 753 6.00 18.00 171 5 151 OK
Anchor Locations:
36.38
18.19
6.00 TYP.� 6.00 TYP.
6.00
13.45
MAX.O.C.
1
79.25
1
6.00
Note:
Anchor locations indicated in this document are the minimum required for the described product
exposed at the design pressure indicated herein.
R4
O' ...
Luis R.Lomas P.E.
FL No.:62514
2 of 2 11712010
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