WS-16-1069 Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores,FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-257278 Permit Number: WS-4-16-1069
Scheduled Inspection Date: May 26,2016 Permit Type: WindowslShutters
Inspector: Mesa,Michel
Inspection Type: Final
Owner: FAJARDO,ILEANA ESTHER Work Classification: Door Replacement
Job Address:126 NE 107 Street
Miami Shores, FL 33161-7032 Phone Number
Parcel Number 1121360070220
Project <NONE>
Contractor: HOME OWNER
Building Department Comments
NEW FRONT DOOR REPLACE(1) Infrectio men
ts
INSPECTOR COMMENTS False
Inspector Comments
Passed
Failed
Correction D
Needed
Re-Inspection
Fee
No Additional Inspections can to scheduled until
re-inspection fee is paid
May 25,2016 For Inspections please call:(305)762.4949 Page 7 of 38
h Miami Shores Village 1,
10050 N.E.2nd Avenue NE
M
"" Miami Shores,FL 33138-0000
` Phone: (305)795-2204
Expiration: 10/19/2016
Project Address Parcel Number Applicant
126 NE 107 Street 1121360070220
Miami Shores, FL 33161-7032 Block: Lot: ILEANA ESTHER FAJARDO
Owner Information Address Phone Cell
ILEANA ESTHER FAJARDO 126 NE 107 Street
MIAMI SHORES FL 33161-
126 NE 107 Street
MIAMI SHORES FL 33161-
Contractor(s) Phone Cell Phone Valuation: $ 2,400.00
HOME OWNER
Total Sq Feet: 0
Type of Work:NEW FRONT DOOR REPLACE(1) Available Inspections:
No of Openings:1
Additional Info: Inspection Type:
Classification:Residential
Window Door Attachment
Final
Scanning:3 Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.80 Invoice# WS-416-59482
DBPR Fee $2.00
DCA Fee $2.00 04/22/2016 Credit Card $132.80 $0.00
Education Surcharge $0.60
Notary Fee $5.00
Permit Fee $110.00
Scanning Fee $9.00
Technology Fee $2.40
Total: $132.80
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. in
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFID T: I certify that ay the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction andni Futhermore, authorize the above-named contractor to do the work stated.
April 22, 2016
�Ao Signature:Owner pplicant Contractor- / Agent Date
Building Departmen Copy
April 22,2016 1
,I
fir®
Miami Shores Village
� BuildingDepartment
p Ari i Y zoos
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 I
Tel:(305)795-2204 Fax:(305)756-8972 BY
INSPECTION LINE PHONE NUMBER:(305)762-4949 —
-
FBC 2014
� __ --
BUILDING (waster Permit No. 1,0
PERMIT APPLICATION Sub Permit No.
F-JBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP
c CONTRACTOR DRAWINGS
l
JOB ADDRESS: #� e b) O �7
City: Miami Shores County: Miami Dade Zip: 53 Ll�l
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: �j
OWNER:Name(Fee Simple Titleholder): UE71�� TA!AddlD Phone#: 3 1Dr- (00 / —5f5
Address: 21 b
City: ( i State• *FtQ�~0{7 Zip: 31
Tenant/Lessee Name: / Phone#:
PA-
Email: D L( y�( { �� ID(til 197 d--
--o
CONTRACTOR:Company Name: � �^ Gt�xJc�� Phone#: 3 o61--S/
` S y
Address: 2 �
` —
City: Lt4 IS
State: - Zip:
Qualifier Name: Phone#:
State Certification or Registration#: Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
ell,
Value of Work for this Permit:$ Square/Linear�Fo/otage of Work:
Type of Work: ❑ Addition �❑ Alteration
[:1 New �I Repair/Replace ❑ Demolition
N
Description of Work: V 62&17i1 pot)2
Specify color of color thru tile:
Submlttal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ - Ozs DBPR$ 2 - oo Notary$
Technology Fee$ LtrTraining/Education Fee$ D Double Fee$ za
Structural Reviews$ Bond$00
TOTAL FEE NOW DUE$ 2 90
(Revised02/24/2014)
i
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,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,o-rertifred copy the recorded nu-, ofrommerrcement-m g b-e-pusted-attire jo"lTe - -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 pproved and a reinspection fee will be charged.
4-:�—
Signature Signature
OWNER or A NT CONTRACTOR
The foregoing instru ent was ackno edged before me this The foregoing instrument was acknowledged before me this
T'� day of ��� 2 by day of 20 by
1-� ppvu
ho is'personally known to who is personally known to
me or who has produced —ICAV*ti,tit��( me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign:
Print: Print:
Seal: Seal:
c P` Notary Public State of Florida
? Sindia Alvarez
e My Com sion FF 156750
APPROVED BY L� �Y Plans Examiner Zoning
Structural Review Clerk
(Re0sed02/24/2014)
r Miami Shores Village
Building Department
10050 N.E.2nd Avenue
— �•S Miami Shores, Florida 33138
toA ' Tel:(305)795.2204
Fax:(305)756.8972
OWNER BUILDER DISCLOSURE STATEMENT
NAME: �fr"H 7�Q0 _DATE: 2A -
� ZO
ADDRESS: �� 0 t'Ift1
Do hereby petition the village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have
read and understood the following disclosure statement,which entities me to work as my own contractor;I further understand that I as the owner
must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption
allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the
construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a
cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or
lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built
for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.it is your responsibility to make
sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on
your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and
with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all
applicable laws,ordinances,buildings codes and zoning regulations.
Please read and initial each paragraph.
1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an
exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain
restrictions even though I do not have a license.
Initial_
2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and
Is not hiring a licensed contractor to assume responsibility.
Initial
3. I understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential
financial risk by hiring a licensed contractor and having the permit flied in his or her name instead of my own name.I also understand that the
contractor is required by law to be licensed in Florida and to list his or license numbers on permits and co rads.
Initial
4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial
building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy.It may not be built or substantially
improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the
construction is complete,the law will presume that I built or substantially improved it for sale or lease,which violates the exemption.
Initial
5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the constru74�_
Initial
6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It
Is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance.
Initial
7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously
implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to
serious financial risk for any Injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's
Insurance may not provide coverage for those injuries.I am willfully acting as an owner-builder and am aware of the limits of my insurance
coverage for injuries to workers on my property.
Initial
8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the
work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by
me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the
Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow
these may subject to serious financial risk.
Initial_
9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,i will abide by all applicable laws and
requirement that govern owner-builders as well as employers.I also understand that the /
Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations f
Initial
16
10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States
Small Business Administration,and the Florida Department of Revenues.I also -understand that I may contact the Florida Construction Industry
Licensing Board at 850.487.1395 or htto:ZN".mvfloridalicense.com/dbur/oro/Cilb/index.htmi
Initial
11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party
legally and financially responsible for the proposed construction activity at the following address:
t�O� U� S A
I c I.,� S Afs
F6C44O A- 3.310 (
Initial
12. 1 agree to notify Miami Shores Village Immediately of any additions,deletions,or changes to any of the information that I have provided on
this disclosure. 0 )
Initial
Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the
Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial
loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or
employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder
permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of
the contractor's workers compensation coverage.
Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local
permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property
owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued.
Was acknowledged before me this 2_0 day of AFF 1 l— , 20 k6
y__V who was personally known to me or who has
Produ there License or as identification.
OWNER NOTARY :o00A Notary public state ofFiorida
Sindia Alvarez
or
My commission FF 156750
NZ.4 Expires 09/03/2016
+ �r
r
3
a
APR ?1 tots
t By-
RERMIT
_ --
.. ... . . . . . ..
iaml Shcres Village •• ••
APPROVED BY DATE ... ... ... .
. . . . . ... . .
ZONING DEPT •• • • •
. .. .. . . . . .
BLDG DEPT
... . . . . ... . .
SUBJECT i O CCNIPL1ATICE MH ALL FEDERAL. • • • • • • • •
• • • • • • • • • •
�STATE ANL)CCIJNfiYr3UlESAND REGULATIONS • •• •• • • • •• ••
••• • • • ••• • •
L
(5 r Florida&dlding Cade Online
�� p of aQS Home I Log m I User Reglatrati n i Hot TOPkS I Subm �rg
R Swe I stats&Facts I Pubacatio� i Fac staff i OWsae MBP I links I see ch i
Ines ,
essi , OUBMAdfilcuser
product Approval
dation
PradW Aoomval Plow>Product or A*aUcATw Search>AmU atron List>Appgeatton INSUR
FL* FL4334-119 f\til/}
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission If necessary.
Comments
Archived ILI
Product Manufacturer Masonite International
Address/Phone/Emall 1955 Powis Road
West Chicago,IL 60185
(615)441-4258
sschreiber@masordte.com
Authorized Signature Steve Schreiber
sschrelber@masonite.com
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Emali
Category. Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management institute
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
• ••• ••• ••• • •
• • • • • ••• • •
• •• •• • • • • •
Product Approval Method Method 1 Opbdh=a • • • •• !" • ~• '
• •• •• • • • •• ••
Date Subn'itbe d Ub/U1/Zulb ••• •• • • ••• • •
Date Validated 06/03/2015
5 f Flaida Building Cods ONine
where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
Minimum'Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed.1X-W x G-8° FL4334 R9 AE 502B.odf
max nominal size.Hurricane protective system is NOT Created by Independent Third Party:Yes
required.See anchor detail DWG-MA-R.0120-OS for additional
information.
4334.6 Fiberglass Side-hinged Door Units- 6=8°Opaque I/S Door w/or w/o Sideiites
Impact Rated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes EL4334 R9 C CAC NI005930,M,PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Exphation Date
Impact Resistant:Yes 02/28/2021
Design Pressure:x-50.5/-50.5 Installation Instructions
Other.Evaluated for use in locations adhering to the Florida FL4334 R9 11 FL0120•pLlf
Building Code including the High Velocity Hurricane Zone,and Verified By:National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed.12'-04 x 6'-W RA334 R9 AE 5O2B.odf
max nominal size. Hurricane protective system Is NOT Created by Independent Third Party:Yes
required.See anchor detail DWG-MA-RDI20-05 for additional
information.
4334.7 Fiberglass Side-hinged Door Units- W-W Glazed IIS and O/S Door w/or w/o Sidelites
Impact Rated
Limits of Use CsH3fic Edon Agency Certificate
Approved for use in HVHZ Yes FL4334 R9 C CAC NI005930.04.PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiation Date
Impact Resistant-Yes 02/28/2021
-Design Presstm e:x•50.0%50.0 Installation Instructions
Others Evaluated for use In locations adhering to the Florida EL4334 R9 II FL0123.Ddf
Building Code Including the High Velocity Hurricane Zone,and Verified By:National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed.12=0"x W-0° EL4334 R9 AE S01B.odf
max nominal size.Hurricane protective system is NOT Created by Independent Third Party:Yes
required.See anchor detail DWG-MA-R0123-05 for additional
information..
4334.8 Fiberglass Side-hinged Door Units- W-W Glazed TIS and O/S Door w/or w/o Sidelites
Impact Rated
Limits of Use 1 Certification Agency Certificete
Approved for use-In HVHZ:-Yes . BA334-R9—C CAG•NIOO5930:03.RDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Exphatlon Date
Impact Reslstantx Yes 02/28/2021
Design Pressure:x•60.0/-60.0 Installation Instructions
Others Evaluated for use in locations adhering to the Florida EL 334 R9 A RD122.odf
Building Code including the High Velocity Hurricane Zone,and Verified By:National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed.I2!-0°x W-W EL4334 R9 AE 502B.ff
max nominal size.Hurricane protective system is NOT Created by Independent Third Party:Yes
required.See anchor detail DWG-MA-RD 22-05 for additional
Information.
Pact, Next
Contact Us n 1900 North Mantua street.Tallahassee rL 32399 per:850-467-1�4
fie State of Florida Is an AA/BO employer Caovdaht 2W7-_2013 state a Ptudda.:� v t e t: ::
Under Floride taw,email-addrt are public records,If you do not want yaw wenall areleased In MW toe public-tamrds request,do out at
send aleoric
"Mto this entity.Instead,coutact the office by phone or by baditlouai ma8.If you We pi .487.1395.*Pussart to Section
455.275(1),FlorWa Statutes,effective October 1,2012,l ounew 0mmi under Chapter ,F r �tl eQert�u an small address if they have
ane The emails pravldad may W and for official conmurdcattoo with the licensee.H �U a I pu8dc f��you do not wish to supply a
personal address,picric provide the Department with an emaB address which be made available to the public To deburNne V you are a licensee render Chapter
454 F.S.,please click h=
Product Approval Accepts• ••• 90:••
go® • •
j • • • • •
00• •• •• • • • • •
sCCtiri t-'C
000 0
• • • • • • • •• • • •
• •• •• • • • •• ••
••• • • • ••• • •
t; �a Company: Masonite International Corporation Certification No.: N1005930.03
1955 Powis Road Certification Date: 02#17/2005
West Chicago,M 60185 Expiration Date: 0=0021
Revision Date: 02/20/2015
' Product: Fiberglass Impact Rated Glazed Inswing or Outswing Doom w/and w/o Sidelites(w/Wood Frame unless noted) -
-;� Specification:TAS 201/2O2/2OM4/ASTM X330
r .
Th '"Notice of Product Certification"is only valid If the NAM Certification Label has been applied to the product as described within this document. The certification
lat t represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NP.41's Certified Product Listing at wwrv.Namicertification.conu NANTs Certification Program is accredited by The American National Standards Institute(ANSI).
Inswing Glazed ?.sign Water Missile Test Report Number
Configurationor or Maximum Pressure Test Impact Drawing Number&
Outswing Opaque Size POSM09 Pressure Rated Comments
X 1/S Glazed 3'0"x 6'8" •}6011.60 2.86 psf Yes NG°TL-210-3108-1
Single
Maximum Panel Size:TO"x 6'8"
X 0i3 Glazed 3'0"x 618" +60%60 6.0 Anchor Detail-MA-FL0122.05
Single 0-3108-1
9.0 psi Yes Maximum PanellSim:3'0"x 6'8"
XX 1/S Glazed 6'0"x6'8" ; t60%60 2,g6 Y� �horDetail-MAFL0122-OS
Double NCPL-210.3108-1
Maximum Panel Size:3'0"x 6'8"
XX O/SGlazed 6'8" 60%60 6.0 Anchor Detail-MA-FL0122-OS
- Double 9.0 Yes Maximum Panal Size:3'01
6'0"x x 6'8"
Anchor Details-MA PL0122-05
• 0/9X••i••• • •• Gla= Door 6'0"x 6'8" •_.60%60 2.86 psf Door-Yes NCTL-210.3108.1
••g' w/Sidelite • • • Glazed Sidelite ;Sidelite-Yes Maximum Panel Size:3'0"x 6'8"
•••••• Anchor Detail-MA-FL0122-05
•; ••
/0 .+601-60.Q(,S • Glazed Door 6'0"7c 6'8" .x•60%60 6.0
psf/ Door-Yes
,Single wJSidelites •••••• Glazed Sidelite 9.0 pst* Sidelite-Yes Maximum Panel lSim. '0"x 6'8"
see••OXO • • i iwi•• Glazed Door 9'0"x 6'8" i 601-60 2.86 �►°h°r Detatl-MA FL0122-05
•:':�Ig w/Sideli •••• Glazed Sidelites Psf Door-Yes NCTL-210.3108-1
Sidelites Yes Maximum Panel Size:3'0"x 6'8"
..„.4X0 Gland Door 9'0"x 6'8" +=0%60 6.0 sf/ Anchor Detail-MA FL0122-05
• Single wJSidelites •• ••• Glazed Sidelites 9.0 P Door Yes NCTL-210-3108-1
••i•01' . 0000 ••.•.• I Sidelites-Yes Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA FL0122-OS
•• OXXO Soo: • U$ Glazed Doors 12-6"x 6'8" r60%60 2.86 psf 'Doors-Yes NCTL-210-3109-1
•�oubie w/Sldalites • • • Glazed Sidelites 'Sidelites-Yes Maximum Panel Sha:3'0"x 6'8"
'-"''OXXO•gave• O/S Glazed Doors 1246"x 6'8" ►601-60 6.0 AnchorDetail-MA F 8.122-05
Double w/Sidelites G�Sidelites p Doors-Yes NCTL-210.3108.1
9.0 par Siclelitas-Yes Maximum Panel Size:3'0"x 6'S"
h Daui'lihreshold Anchor Detall MA PL0122-05
National Accreditation&Management Institute,Inc./4794 George Washington Memorial HighwajdHaSer,VA 23072
Tel: (804)684"•5124 Fax: (804)684-5122
NAM AUTH011MJD SIGNATURE:
Luft R. Lomas P.E.
231WArdasr ManufaGurer MasorMe
Dmsdk VA24541 Rgwdt 5028
43a e�oso9 Date:05J2'UMS
riio:aaslddriotrtasoe.com
Product OoWe Door with sideMes 125cW
Scor
We analysis pavides caWa0ons.queng tes.and spsci Q requfmaents for k,statfirtg product to substrata,mW it appfies only to the
product desWUW hvekt.These calculations=ply With regWemerds of ft FIWWB BuAdkV Code.
Drawings vermcnoon:
This analysis verifies anchoring for lheWMhtg drawings:
tri G-MA-fL0120.05 OWG-Mft•FL0132-05 DWG4AA-F10147-08 DWGMA+L0152-07
OWG UA,FLO122-05 DWG-MA-FLO134.05 DWGMA FLO1S1-W DWG4AA FL01SS-07
DWG-MA-FLO140-05 DWG4AA-FL0153.05 MGMA-FL0170-07
OWGMA-FLO12M DWG-MA-FLO142-05 DWG-MA-FLO15SM DWG4A-FL0172-07
DWG-MA-FLO128-05 DWG-MA•FLO143.05 DWGM/t FL0158.06 DWGMA FL0174-07
DWG4WA4L0130-05 DWG-MA-FLO145.05 DW,G-MA•FLO160.07 DWGMA-FLO175.07
Anchors to be aualtaed:
1.#10 Wood screw.for insialia0at in wood frame substrates.
2.V4'Tapcm for masonq insiaQaBon
Anchor cepadty hi shear cwmWon:
Sega maws w/6 Woo SW
Fosteawtype:#10 wood serav ODs 2072.•[" aw 9.. QWW bt
Root 40=918M Dr: 0.0210 Mamadmwt OAA to
MkhMregabxdpeaebmtim= p: L140 to Sa-bead6 *b1sftct0tb: Fjbn 80.000 psi
Side member Oaigta M LmrAt Makmembzm Spra:e4W Fb-
S6iememberthkimess: t,= low in Melamaaberthidoams 1.= L50061
5.!&mvAv&W bnm•Tag O=Wh: Fe= 4 M pA Vdn membw dowS btarla shvzgtia F"0= 3,350 psi
MemembwdmaelbmrhgleWh: b= Lomin AWnmembw&Mbwta hWh: L.= UO In
AC&3r. &%&X. Modell MG=Ii7a ModeIM Moda7:V
qma 509.2[Ls/ht qsa 70785/ta A: 0.0006 A: OJXW A: 0.0004 A: 0001659
Pc 5805 lbs P. 707 35 8s LOY as 057 8: CA 8: 0.000
Y,= 22M Ys= 22W 4 -34218'! Lk 472263 0 -228.624 a .9u
7ya 2646s Zp 32185 Pa 265 ibs Ms= 468 kAbe Abp# 46.8 hrlbs
Ks= 22 P= 246 05 Pa 263166 Pa 235169
AOa.DesWnvAW Z. 107 Me To 12055 Ks= 22 ire= Zx No= 22
Dmti:ftea Fadm: to= L6 Z. 112169 Z. 119169 Z. 107 lbs
AOosmble Dasrga Vale tush Ta 171 owf=d:m•
Fastener types Or r W Tape= I LOA.12-081406
Sebshste:Ho5me6Luit AgnUmuembedmeo L2$In
Edgedlatmica: 4&W in Tabledwskem•destgavdaw Z= 2W Mx
stedamml x.00 in lbbdotedabom•desigavdM Z= 161 nit
Adudedgedista=w 2.W n Reduc"Ofagm7 085
SpadrV 4AO:a Tabdatadahem•deaignvatms Z= =z
Spockv ?.f* Tabdda filowdedgnvalm Za 166lbs
AC*W 4 QcbW mo R R►_d'mioa f4clem 09i
AWwatila Design V"t fA& Z"= 166 W:taaehot ..
NWtmmn adder eapaeilY2 156 RW=Cbor
NO-Anchmsaft l6eAsWcapaeW awdfm toq=aDlyecbmsaft Now cW=W
A2cit=reakyhOWm WkftMv navrtGedarteDana
36.38 36.38 badaftW'eamw 60A psf
Moor. Andtsr
Y Y �� za>t� ; rlta.tau O.C. cap. � a
tom)�� l'.3 136 WA WA 156 1 77 463 600 2L00 156 5 T 413 A 7.7 463 WA WA 156 .3
Designpreasm et 60.0 psf
3750 36.38 36.36 37.50 IA. _ AWK. Andoj.
Al
A4 /k At 2blrc Tad.O n) O.C. Cap. Load Ras=h
YY Y cA `a>a) �)
As ?.4 196 WA WA 156 1 146 OK
79.=5 4 79 473 6AD 21.E 156 5 95 OK
Aa A4 At A, 7.8 466 WA WA 756 4 117 OK
A. Z,3 138 WA WA 106 1 138 OK
147.75 As 7.7 468 WA WA 156 3 154 oK
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NS
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TAT OF a,�
a as .• • •.•.r 7RL 1V,
Luis R. Lomas P.E.
233WMahar Manufacturer Masordte
Dame,VA 24541 Report*5028
4344HO.0509 Date:05/21/2015
diomasodomasae com
Anchor Locations: Double door with sidelties
0
m
I C
--F—z
j �
ie
Note:
Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure
Indicated herein.
Me
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. .. .. . .
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•.• • . • • •.• • • Luis R.Lomas P.E.
FL No.:62514
Luis R. Lomas P.E.
233 WMah s1 Manufacturer.Masonite
DMVAft VA 24541 Report:5026
434.666.0609 Date:05129/2016
lomasCaddomasoe com
Anchor Locations: Double door
36.36 36.38
6.00 TYP. 6.00 TYP. 18.19 TYP.•--�-�
3.CIP n,F'. I
6.00
13.45
MAX.O.C.
'FS.eE •
6.00
Note:
Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure
Indicated herein.
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••• • • • ••• • • Luis R.Lomas P.E.
FL No.:62614
•• FSG FPG Wholesale Inc, - • - r • •I- • - • - r -
EST 1870 ,,.�
ORDER- I Aq -+ 9333 ORDER DATE: ti-)�'" ( td SAL--ESMAN:"F" i X 10 V)e
CARPENTER: DATE REQUESTED CUSTOMER:!lecLyp
ia alclyao PHONE:"aS-669-'S" t
MIN
l u s l,► gy=m• FJ 31/2 5/8 C FJ
SINGLE RH IN 80 1 1 lia-1�j�u
(c, it"' 1/4 STL CF
DOUBLE 84
'13 T-",* 2 2
4 O MH SS MH
el�� �plafS
'3 OK 41/2 SQ OK
NO-KERF
S/LITE 1 or 2 96 MORT NO CH CH
BROWN TW NRBB 11H
O
WHrrE PVC pr�
SIZE DOOR TYPE ACTIVE IN-ACT FRAME HINGE SIZE FINISH BRICK
TASTRAGAL FLUSH BOLT THRESHOLD Aluminum ❑ Gold
53
r
L-K 0 �
(C) (D)
Epo (A) .J S (B)
LH-IN OUTSIDE RH-IN RH-OUT OUTSIDE LH-OUT
5114 FJ 31/2 5/8 SB FJ
SINGLE RH IN 80 1 1
CF STL CF
.,�
DOUBLE LH OUT "' 84 2 2 KERF 4 1/4
MH SS MH
OK 41/2 SQ
NO-KERF
S/LITE 1 or 2 96 MORT NO BROWN H NRP BB
TCH
BORE
rrE PVC
SIZE DOOR TYPE ACTIVE IN-AC' FRAME HINGE SIZE FINISH
TASTRAGAL �+ FLUSH BOLT THRESHOLD ❑Aluminum ❑
• •• • • • • ••• •
. r
�•i i • i • • �)i i i (D)
(A) n n (B) •. • •
LH-IN OUTSIDE RH-IN e•• .5H.-PUT. OU IDE LH-OUT
•
The undersigned assumes responsability for information given and a%r��s e• + ; 0• •+
accept merchandise upon completion.No returns or refunds on this or or. CUSTOMER MIN
{
• �V ��'�I��/�V fir/ � - • 1W Vf. Vfi..tlY • Nh. • • •.. - • •�•• •
20.5" MAX 36.375 MAX.
.:.
:�-ICIRRIGAI�E BELLE�/ILLE FIBERGLASS.
UNIT D.L.Q. PANEL WIDTH : .� 37.5" MAX. : ••�� �.:.. .
FRAME WIDTH .. .
61-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES w/AsrRACAL ca..
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LO U.....
GENERAL NOTES :0 O••' � •
�. �, • • :•� 0) F.s.•.:
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO aq X
THE FLORIDA BUILDING CODE AND WHERE PRESSURE a, ,�C '` LL;••••
REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUMDESIGN LOADS FOR BINGS AND OTHER ••,` : ?^,,
DOES NOT EXCEED THE�DESIGN PRESSURES LISTED.RES.
�4 x
2. THIS PRODUCT DOES NOT REQUIRE THE USE OF
to 4 1
A HURRICANE PROTECTIVE DEVICE SHUTTERS)- tp n
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 v
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. Q
4. PLASTICS TESTING OF RBERGLASS FACING: �5 >-
TEST DESCRIPTION DESIGNATION RESULT �o
SELF IGNITION TEMP ASTM D1929 752 'F > 650 - jig
RATE OF BURNING ASTM D635 0.56 IN MIN C-1
SMOKE DENSITY ASTM•D2843 53.49a ..
TENSILE STRENGTH* ASTM D638 3.21 DIFF � o `
COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1 DOUBLE DOOR U
N
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Z�
w
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N
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a e e
• ` OHO W
I H u �N 11%W)w- I -
� N O
d'
. W Q �R UNIT �OtJBL�' QOOR UNIT SME DOOR UNIT SINGLE DOOR LtNf7` SME DOOR UMW/SIDELITES D-OUBL W- IDQOR Uw D,S FL
WITH 5lDEL1 WCfH STDELlTE i�i O U m s Z
WHERE: WATER INFILTRATION PERFORMANCE IS DAM 2 11105
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 159a OF DESIGN PRESSURE �' StAm- N.T.S.
CONFIG MAX WIDTH !N G OUTSWING INSWING OUTSMING OUTSWI G*
SHEET # DESCRIPTION X 37.5 +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 fflf�
+60.0 -60.0 cwo. BY: SWS
1 'TYPICAL ELEVATIONS & GEN NOTES XX 74 +6 .0 -80. +60.0 -60.0 +19.0 -19.0 60.0 -60.0 cw.
2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +60 0 -BOA +60.0 -60.0 +19.0 - 9.0 +60.0 -60.0
3 ANCHORING LOCATIONS & DETAILS 0X0 112. +60.0 -60.0 +60.0 -60.0 +19A --19.0 . 60.0 KURT BAA R uiuwetc NosOXXO149 +60.0 -60A +60.0 -60.0 -t•19.0 ^19.0 60.0 --•60.0 FLORIDA P.E.P.E pW�-MA- 05-05
* High Dam Threshold Resign 156533
situ 1 0>• 3
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mm
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#8 x 2-1/2" �o J
ASTRAGAL RETAINER BOLT HOLE a r,°C v o cn
MUST BE DRILLED THROUGH `�' -'a a o o
110 x 2" THE THRESHOLD & INTO THE o Z x
#8 x 2-1/2" STRUCTURE DEEP ENOUGH z
DETAIL "E" ASTRAGAL " g s o j 2 m x
" #?0 x 5/8" ?0 x 7" ATTACH ASTRAGAL RETAINER BOLT Do to FORA 1.375 THROW
I[Ti k
18 x 2-1/2 # STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL088 o 0
#10 x 5/8"I OL #?O x ?" AS SHOWN. N pio
" 0.124' ANNEALED,-.., , t�I WSERT �dto
-
#10 x 2 Ad*dmtcHAM 0.090" SAFM NO
DEI&L "C" 0.124' ANNE4= .0124' TEMP.
r
DETAIL "D" TYP. w.
�.w o'D :
ALUMINW�OR�MM «�•1 #s x 1--1/2" PHS PATE: 2111105
.:;• wm E
Escai.E: N.T.S.
0.962" Dow 832 ,, ORaDOW u& W SWS
1.375" � 1.75" hmmi#'1.047" OR EQWU. O
Hy�i
EXTM cm sr:
T `f T TYPICAL GLAZING DETAIL °tew a N°"
bwc-ria-X122-os
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AUKHMENT DETAIL "--1-- a v cn
sHIM 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND c„� a o
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED o o n o
SIGNED AND SEALED BY ROBERTO LOMAS, PE c1_--� �-- AT 5-1/2" CENTERLINE. o o w o o: N
(FLORIDA #62514) WITH THE LOWEST (LEAST) 2. 4 X 4 FULL MORTISE BUTT HINGES. Q=o
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND °00 0 o 0 to
O
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE TYPICAL MASONRY
#10 WOOD SCREWS OR 1/4- TAPCONS. A PHYSICAL ANCHOR INSTALLATION N�- o
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-•1/2". iLF
1"x, 2" CORRUGATED #10x2" WOOD SCREW {2) 10x2-12"
WOOD SCREW EDGE DISTANCE MIN 3/4". " - 3" oD 7" OOC END 6" (AODM 1E ooc W EACs END�Ns
IN 0.25" c,. wovm2Z
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MAx
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM AC&R,�UC ® DAM 2/11/05
OF 1-1/2- MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL-..� �- CAULK
„ ACRYLIC # scan N.T.S.
MINIMUM EMBEDMENT OF 1-1/4 . LATEX
CAULK _CL Dwc. er• sws
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO } CHL IN
TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK COMBINATION COMBINATION COMPOSITE6W-101 No.:
A ItlkII&AI Ili rnCCl/%AI %JAI 1 IC CTOMIt-TW nr An11"unQc 171 1 Rc ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) DWG-HA-FL0122-05