WS-18-3732Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Permit NO.: WS -12-18-3732
Permit Type: Windows/Shutters
Work Classification: Door Replacement
Permit Status: Approved
Issue Date: 04/29/2019 I Expiration: 06/18/2019
Location Address Parcel Number
318 NE 104TH ST, Miami Shores, FL 33138 1121360130220
Contacts
LUISA PUCHE Owner PALMER HOLDINGS, INC Contractor
318 NE 104 ST, MIAMI SHORES, FL 331382018 MARTIN PALMER
1900 south bayshore drive, miami, FL 33133
Business: 3053104673 mpalmgc@aol.com
Ins ecti
Description: REPLACE FRONT DOOR WITH IMPACT DOOR Valuation: $ 1,200.00
305-762 4
on Requests:
Total Sq Feet: 0.00
Fees Amount
Application Fee - Other 50.00
CCF 1.20
DBPR Fee 2.00
DCA Fee 2.00
Education Surcharge 0.40
Scanning Fee 9.00.
Technology Fee 2.75
Windows/Shutters Fee 60.00
Total: 127.35
Building Department Copy
Payments Date Paid Amt Paid
Total Fees 127.35
Credit Card 04/29/2019 $127.35
Amount Due: 0.00
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 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. Futhermore, I authorize the above named contractor to do the work stated.
n j
nature: Owner Contractor / Agent Date
April 29, 2019 Page 2 of 2
Miami Shores Village RECEIVED
Building Department DEC 2 0 2018
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 J
Tel: (305) 795-2204 Fax: (305) 756-8972 QI
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 201-:1%
2MasterPermitNo. INS 110 + ga32BUILDING
PERMIT APPLICATION
BUILDING ELECTRIC ROOFING
Sub Permit N
REVISION EXTENSION [—]RENEWAL
PLUMBING MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP
Address: , ( / '
City: -'fL/1 State:
Tenant/Lessee Name: Phone#:
Email:
CONTRALTO :Company Name:
Address: S
City:
Qualifier Name:
e
State Certification or Registration #:z'
DESIGNER: Architect/Engineer—
Address:
Value of 11York for this Permit: $
Type of Wo # troii-"sB'I
Description o'jW 'ibs :a oA
I •!
p:
Phone#. :5A I
Zip:
y Certificate of Competency #: _
Phone#:_
City: State
Square/Linear Footage of Work:
New Repair/Replace
Zip:
Demolition
1 flSpecifycolorofcolorthrutile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $
Revised02/24/2014)
5_67
CONTRACTOR DRAWINGS
JOB ADDRESS: 1 / 3
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): V)"' ` 7
Phone#• --7 / J - 16P t
Address: , ( / '
City: -'fL/1 State:
Tenant/Lessee Name: Phone#:
Email:
CONTRALTO :Company Name:
Address: S
City:
Qualifier Name:
e
State Certification or Registration #:z'
DESIGNER: Architect/Engineer—
Address:
Value of 11York for this Permit: $
Type of Wo # troii-"sB'I
Description o'jW 'ibs :a oA
I •!
p:
Phone#. :5A I
Zip:
y Certificate of Competency #: _
Phone#:_
City: State
Square/Linear Footage of Work:
New Repair/Replace
Zip:
Demolition
1 flSpecifycolorofcolorthrutile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $
Revised02/24/2014)
Bonding Company's Name (if applicable)
I \ ry .1,
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State
Zip
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, 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
insnectinn will not be annroved and a reinspection fee will be charaed.
r
Signature 1
OWNER or AGENT
The foregoing instrument w a nowledged befoa this
2-l0J day of 20,7 , by
WISA. who is personally known to
me or who has produced
identification and who did take an oath.
NOTARY P
Print:
O : : Notary Public - State of Florida
ornmission 110T -
Seal: My Comm. Expires May 23, 2020
OF. V" wO Bonded through National Notary Assn
Sig/nate
UCONTRACTOR
The foregoing instrument was a knowledged befor a this
day of 20 I by
ftA Ivo aK*-, who' ersonally kn to
as me or who has produced
identification and who did take an oath.
NOTAR(___ _
Sign:
Print:
r*1
APPROVED BY (
t
Plans Examiner Zoning
Structural Review Clerk
Revised02/24/2014)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Inspection requirements for:
Windows, Doors, Skylights or Fixed Glass (cladding) Permits
Upon issuance of permits for the scope of work involving the removal, changing and/or
replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding)
the permit holder or qualifier bearing his signature on the permit application shall abide
by the requirements of this department and comply with the following statement:
Upon obtaining window and/or door permits for the installation of same, it is the
responsibility of the permit holder to request window/door framing in -progress
inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims,
etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The
purpose for this inspection, is for the verification of conformance with Product
Approval (NOA).
AcknowleidAment:
Signature Date Print Name
CPQ_ t ga-
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS.
Permit application must be accompanied by:
Two (2) copies of drawing of the building, showing location of the windows, doors and
shutters to be replaces.
Two (2) copies of the Comparison Chart, with all the required information. (NOA approval
number, size of each opening, (width and height), opening design pressures, and design
pressures for each component taken from the individual NOA, "Notice of Acceptance")
Two (2) copies of State of Florida or Miami Dade County approved NOA for each different
components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter)
Florida Building Code -Existing Building, section 706.4 Replacement of windows and
doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative
windows shall be designed and constructed to comply with Chapter 16 of the Florida
Building Code, Building.
Exceptions:
2. Opening protection exception for High -Velocity Hurricane Zones. For one -and
two-family dwellings constructed under codes prior to September 1, 1994, the
replacement of exterior doors with glazing, sliding glass doors, glass patio
doors, skylights, and operable and inoperable windows within any 12- month
period shall not be required to have opening protection provided the aggregate
area of the glazing in the replaced components does not exceed 25 percent of the
aggregate area of the glazed openings in the dwelling or dwelling unit.
Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x
24" high)
If Owner is doing the work, include the Owner Builder Disclosure.
Require inspections: Buck (if greater than 1 x), Framing and Final.
THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO -FIT ONLY. WINDOWS, DOORS AND
SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT
ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS
SPECIFIED ON THE PRODUCT APPROVAL.
Revised on 7/22/2009;11/17/2014
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2/5/2018 Florida Building Code Online
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Bos Home Log in i User Registration Hot Topics Submit Surcharge ( Stats & Facts ( Publications FBC Staff { BOS Site Map Links Search I
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Product Aoproval Menu > Product or Application Search > Application List > Application Detail • • • • • •• •
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
9999••
TAS 201
FL4334-R10 000000
TAS 202
9999••
TAS 203
Revision 9000 0
9999••
2017 9999•• i 9999
Approved 00. 00• 9•
9• • 99 9
Approved by DBPR. Approvals by DBPR %RaIRI?e reviewed end ratified jhy 0 0 0 0
the POC and/or the Commission if neces. •
9999••
000•
Masonite International
1955 Powis Road
West Chicago, IL 60185
800)663-3667
sschreiber@masonite.com
Steve Schreiber
sschreiber@masonite.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Method 1 Option A
12/15/2017
12/18/2017
2/6/2018
Date Approved
of
Florida Building Code Online
12/21/2017
FL # 1 Model, Number or Name I Description : . •
4334.1 Fiberglass Side -hinged Door Units -
Impact Rated
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +70.0/-70.0
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other Structures,
does not exceed the design pressures listed. 3'-0' x 6-8" max
nominal size. Hurricane protective system is NOT required. See
anchor detail DWG-MA-FLO120-05 for additional information.
6'-8" Opaque I/S and O/S SinglgjW; • 0 • •
Certification Agency Certificalift • • . •
FL4334 R10 C CAC NI005930.D1 Ppf • • •
Quality Assurance Contract Exp ition Date
02/28/2021 •••••• ••••
Installation Instructions • • • • • • • • •
FL4334 R10 II FL0120.Ddf • • • • • •
Verified By: National Accreditation & Pjanagemcnt Institute
Created by Independent ThirdParty: ; • • ...
Evaluation Reports • • , •
FL4334 R10 AE 514010A.odf • • • • • •
Created by Independent Third Party: Yes 000 • • •
4334.2 i Fiberglass Side -hinged Door Units - ! 8'-0" Opaque I/S and O/S Single Door
Impact Rated j
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +70.0/-70.0
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other Structures,
does not exceed the design pressures listed. 3'-0" x 8'-0" max
nominal size. Hurricane protective system is NOT required. See
anchor detail DWG-MA-FLO121-05 for additional information.
4334.3 Fiberglass Side -hinged Door Units -
Impact Rated
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55.0/-50.5
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other Structures,
does not exceed the design pressures listed. 12'-0" x 8'-0"
max nominal size. Hurricane protective system is- NOT
required. See anchor detail DWG-MA-FLO121-05 for additional
information.
4334.4 Fiberglass Side -hinged Door Units -
Impact Rated
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50.5/-50.5
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other Structures,
does not exceed the design pressures listed. 12'-0" x 8'-0"
max nominal size. Hurricane protective system is NOT
required. See anchor detail DWG-MA-FLO121-05 for additional
Information.
Certification Agency Certificate
FL4334 R10 C CAC NI005930.02.PDF
Quality Assurance Contract Expiration Date
02/28/2021
Installation Instructions
FL4334 R10 II FL0121.Ddf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL4334 R10 AE 514009A.Ddf
Created by Independent Third Party: Yes
8'-0. Opaque O/S Door w/ or w/o Sidelites
Certification Agency Certificate
FL4334 R10 C CAC NI005930.02.131)F
Quality Assurance Contract Expiration Date
02/28/2021
Installation Instructions
FL4334 R10 II FL0121.pd
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL4334 RID AE 514007A.odf
Created by Independent Third Party: Yes
8'-0" Opaque I/S Door w/ or w/o Sidelites
Certification Agency Certificate
FL4334 R10 C CAC NI005930.02.PDF
Quality Assurance Contract Expiration Date
02/28/2021
Installlation Instructions
FL4334 R10 II FL0121.r)df
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL4334 R10 AE 514007A.pdf
Created by Independent Third Party: Yes
4334.5 Fiberglass Side -hinged Door Units - ! 6'-8" Opaque O/S Door w/ or w/o Sidelites
j Impact Rated
Limits of Use Certification Agency Certificate
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed. 12'-0" x 6'-8" I FL4334 R10 AE 514008A.Ddf
max nominal size. Hurricane protective system is NOT j Created by Independent Third Party: Yes
required. See anchor detail DWG-MA-FLO120-05 for additional
information.
4334.6 1 Fiberglass Side-hinged Door Units - 6'-8" Opaque I/S Door w/ or w/o Sidelites
Impact Rated
Limits of Use i Certification Agency Certificate
Approved for use in HVHZ: Yes FL4334 R10 C CAC N1005930.01 PDF •
Approved for use outside HVHZ: Yes Quality Assurance Contoct IRViratioh Date •. • •,i
Impact Resistant: Yes 02/28/2021 +• • .• •€
Design Pressure: +50.5/-50.5 Installation Instructions . , . • • • • • • `
Other: Evaluated for use in locations adhering to the Florida FL4334 R10 11 FL0120,gf ` " • • • • •'
Building Code including the High Velocity Hurricane Zone, and Verified By: National Accr ifabon' & Managerhent Institate I
where pressure requirements as determined by ASCE 7, Created by Independent jMr MIty: • • • • +
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports 0000
1doesnotexceedthedesignpressureslisted. 12'-0" x 6'-8" FL4334 R10 AE 514008&"D ,,
max nominal size. Hurricane protective system is NOT I Created by Independent TI^ salty: Yew •
required. See anchor detail DWG-MA-FLO120-05 for additional i
information.
1 •••••• •
4334.7 i Fiberglass Side-hinged Door Units - i 8'-0" Glazed I/S and O/S floor•,*/•or w/o•Sidelites
Impact Rated
Limits of Use Certification Agency Certificate • • •
Approved for use in HVHZ: Yes FL4334 R10 C CAC NI005930.04.PDF
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 02/28/2021
Design Pressure: +50.0/-50.0 I Installation Instructions i
Other: Evaluated for use in locations adhering to the Florida i FL4334 R10 II FL0123.0f
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 8'-0" FL4334 R10 AE 514007A.pdf
max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes
required. See anchor detail DWG-MA-FLO123-05 for additional jinformation.
4334.8 Fiberglass Side-hinged Door Units - s 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites
Impact Rated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL4334 R10 C CAC NI005930.03.PDF i
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 02/28/2021
Design Pressure: +60.0/-60.0 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL4334 R10 II FL0122.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 6'-8" FL4334 R10 AE 514008A.pdf
max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes
required. See anchor detail DWG-MA-FLO122-05 for additional
Information.
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Contact Us :: 2611 Blair Stone Road Tallahassee Fl 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 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
mail 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 Chapter 455, 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 dick tom.
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httnc•/Mna w fimrinhnilrtinn fvnlnr/nr ann rill asnx7naram=wrFW(3wtr)nttSMCvvnTunPuaFIwHGK%2fONhs3AEMJAuanEIHBbILaCw%3d%3d 3/3
NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.: NIO
1955 Powis Road Certification Date: 02/1
West Chicago, IL 60185 Expiration Date: 02/2
Revision Date: 02/2
Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door w/ and w/o Sidelites (w/Wood Fram
Specification: TAS 201/202/203-94/ASTM E330
The "Notice of Product Certification" is only valid Jf the NAMI Certification Label has been applied to the product as described within this docs
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been al
NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Stan
Configuration
Inswing
or
Outswing
Glazed
or
Opaque
Maximum
Size
Design
Pressure
Pos/Neg
Water
Test
Pressure
Missile
Impact
Rated
Test Rep
Drawing
Cor
X I/S Glazed 3'0" x 6'8" 60/-60 2.86 psf Yes NCTL-
Single Maximum Pan
X O/S Glazed 3'0" x 618" 60/-60 6.0 psf/ Yes
Anchor Detai
NCTL- Single 9.0 psf' Maximum Pan
Anchor Detai
XX I/S Glazed 610" x 618" 60/-60 2.86 psf Yes NCTL-
Double
Maximum Pan
XX 0/S Glazed 610" x 6'8" 60/-60 6.0 psf/ Yes
Anchor Detai
NCTL- Double 9.0 psf' Maximum Pan
XO/OX I/S Glazed Door 610" x 6'8" 60/-60 2.86 psf Door -Yes
Anchor Detai
NCTL- Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Pan
XO/OX O/S Glazed Door 6'0" x 6'8" 60/-60 6.0 psf/ Door -Yes
Anchor Detai
NCTL- Single w/Sidelites Glazed Sidelite 9.0 psf' Sidelite-Yes Maximum Pan
0X0 I/S Glazed Door 9'0" x 6'8" 60/-60 2.86 psf Door -Yes
Anchor Detai
NCTL- Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Pan
OXO O/S Glazed Door 910" x 6'8" 60/-60 6.0 POP • Door- s. `
Anchor Detai
NCTL- Single w/Sidelites Glazed Sidelites 9.0 paid' S$elC%s;Yd% Maximum Pan
OXXO I/S Glazed Doors 12'6" x 6'8" 60/-60 2.86 psf Doors -Yes 0
Anchor Detai
NCTL. Double w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Pan
OXXO O/S Glazed Doors 12'6" x 6'8" 60/-60 0 psf/ ; floors -Yes
Anchor Deta:
NCTL- Double w/Sidelites Glazed Sidelites 90 s!' • •
1 SideiitePi'es Maximum Pan
v:. -L 71.- Y TL.. --L
Anchor Deta:
11%,11 Litm I. III C3110AG - ---
National Accreditation & Management Institute, Inc./4794 George, Nyashington Memorial Highwa a A 2
Tel: (804) 684-5124 Fax: (8043 68451;$
41 NAMI AUTHORIZED SIGNATURE: "' ' '
L. Roberto Lomas P. t.
1432 Woodford Rd.
Lewisvilk, NC 27023
434-688-0609
Manufacturer: Masonite
Report k 514008A
Date: 10/10/2017
rUomasna lrbmaspe.com
Test Report. N/A
Product Double Door with and without sidelites 12'x6'8' (wood frame)
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.
Anchor capacity In shear condition.
Solid members w/ 6 w/out gap:
a. With threads present in shear plane
Fastener type: #10 wood screw NDS 2012, NDS 2015, TR12)
36.38 37.50
Al A4 A4 Al
Y_
A2j
Y_
Nominal diameter: D: 0.190 in bop' 9: 000000 ip
WA
79.25
Al
Root diameter: Dr: 0.152 in Moment arm:
Al
0,(jOQO in:
6.00
Minimum required penetration: p 1.140 in Screw bending yield strergah: FyD = 1:0, W g.
WA I
i •
Side member: Douglas Fir -Larch (6=0.50) Main member: Spruce -Pine -Fir (6y0,42)
Side member thickness: t.= 1.000 in Main member thickness t.= 1.500 in9000
2.4 146
g strength: Fm = 4,650 psiSidememberdowelbearin0009Mainmemberdowelbearingstrength: Fa, = 3,350 psi
OK
7.9
Side member dowel bearing length: 1, = L000 in Main member dowel bearing length: 1. = 1140 in
5
1 7.
8L463
8 WA
i • •
Mode >w Mode I. Mode II Made III„ Mode IIIc
00 Made IO• • •
qm = 636.5 lbs/in qs = 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00195
P= 725.61 lbs P= 884 lbs B: 1.07 8: 0.57 B: 0.5 B: 0.009
Ko = 2.400 Ko = 2.400 C: -427.674 C: -253.623 C: 267.699 C: 91.t •
Z.,= 302 les Z,= 368 lbs P = 331 lbs Ms = 46.8 in -lbs Mm = 46.8 in-li •
Kb= 2.400 p= 297 lbs P = 319 lbs P = N 9bs
Min Design value: Z= 110 lbs Z= 138 lbs KD = 2.400 KD = 2.400 Ko = 2.400
Duration Factor: CD = 1.6 Z= 124 lbs Z= 133 Ibs Z= 110 lbs;
Allowable Design Value (ICD): Z'= 175 lbs/anchor
Fastener type: 1/4 ITW Topcon Tabulated values
N.O.A. 16-1222.06 edge spacing (in)
Substrate: Hollow block distance 2.00 4.00
Minimum embedment: 1.25 in 2.00 130 161
Actual edge distance: 2.50 in 4.00 163 202
Actual C To C spacing: 3.00 in
Allowable Design Value: Z"= 155 lbs/anchor (per intapolation when needed)
Fastener type: #10 Tek screw
Substrate: 18 6A, Steel
Tabulated design value: Z= 1266 lbs
Safety factor: Fs= 4
Allowable Design Value (ZFs): Z'= 316 lbs/anchor
Minimum anchor capacity: 155 IlWanchor
Note: Anchors with the least capacity is used for calculations to qua8fy anchors with higher capacity.
Anchor calculations, minimum required anchors
36.38 36.38
f t
Al Al
A2 79.25
Al Al
t t
72.75
37.50 36.38 36.38 37.50
Al A4 A4 Al
Y_
A2j
Y_ Y_ Y_
2.3
j
WA
79.25
Al A4 A4 Al
147.75
of 4
Design pressure: 60.0 psf
Zone
Area
ft2)
Load
ft)
Ind.
in)
Max.
O.C.
in
Anchor
Result
lbs)
C
Qty
Load
At 2.3 138 WA WA 155 1 138 OK
A2 7.7 463 6.00 21.00 155 5 93 OK
A; 1 7.7 1 463 1 WA I WA 1 155 3 154 1 OK
Design pressure: 60.0 psf
v CENSF'(P
ZZ
TAT OF j = 0 • s#/
N.
10111111110\
Luis R. Lomas P.E.
FL No.: 62514
S 10/10/2017
Max. Anchor
Area Load Ind_
Zone
ft2) lbs) in)
O.C.
Q'
Load Result
Ibs) lbs)
Ar 2.4 146 WA WA 155 1 146 OK
AZ 7.9 473 6.00 21.00 155 5 95 OK
1 7.
8L463
8 WA WA 155 4 117 OKLA3
A4 2.38 WA N/A 155 1 138 OK
AS 7.7 WA WA 155 3 154 OK
v CENSF'(P
ZZ
TAT OF j = 0 • s#/
N.
10111111110\
Luis R. Lomas P.E.
FL No.: 62514
S 10/10/2017
74JZ W00070/0 Hd.
Lewisvi#e, NC 2703 Report # 514008A
434_688.06Q9 Date: 10/10/2017
rilomasna domaspe.com
Anchor Locations:
Double door
6.00
79.25
6.00
of 4
000.0
36.38 36.38
6.00 TYP. 6.00TYP. 18.19 TYP.
0000•• 0000••
3.00 TYP.
6.00
79.25
6.00
of 4
000.0
0000••
0000•• 0000••
0000••
0000••
0000
0000 0000•
0000•• 0000 0000•
0000 0000••
0000••
0000••
0000••
0000•
v••EN,'y, •s em
TAT OF _
10R pP'`
11111111
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. KOverio i -o=5 r. c.
1432 Woodford Rd.
Lewiswre. MC 27023
434.688-0609
rllomas .1domaspe.com
Double door with sidelites
Manufacturer: Masonite
Report #: 514008A
Date: 10/10/2017
6.00 TYP.
37.50 -
18.75 TYP.
6.00 TYP_
3.00 TYP.
35.38 —._
18.19 TYP.
36.38 37.50
6.00 0000••
Y
PAAX
00:00 • •• ••
0000 00 0
0000 • •• ••
00000 0000 00
Y •
0 • 00 00*0 00
0.0• •
Y • •
9.25
0000••
0 •
0
00
6.00
Luis R. Lomas P.E.
FL No.: 62514
3 of 4 7 10/10/2017
L. -Roberto Lomas P.E.
1432 Woodford Rd
Manufacturer: Masonite
L•wisvdle, NC 27023
Report #: 514008A
434-688-0609
Date: 10/10/2017
r1lomas0irlomasae.com
Installation ins&ucdons:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE • • see
INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.' • •
4. ALL FASTENERS TO BE CORROSION RESISTANT. 000000
to
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH • ' • •
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: • •' •
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 • • • • s
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000. PSI. • • 9 • • 0 a • • • • ; • •
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. • • • •
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
THICK MINIMUM • • • 052"
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. • •
7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY • • •
so so
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
Luis R. Lomas P.E.
FL No.: 62514
of 4 10/10/2017
SEE DETAIL
C" SHT. 2
i, : , 1 1«l
r
F" SHT. 2
1.25"
MIN
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOMAS, PE
FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4".
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAP CON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS.
I—
3„
I.I2coll
SEE DETAIL
D" S HT. 2
J
Ci
SsJ
LJ
0 0
G .
m
3"
01.25"
MAX
SHIM
TYPICAL MASONRY
ANCHOR INSTALLATION
1.50" }
MIN 1
CL -
WARnWARF c HFnl II F
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
CL:
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
00
FULL MORTISE BUTT HINGES.
0.25"
MAX
SHIM
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
1"X1/2" CORRUGATED #10X2" WOOD SCREW
3" FROM EACH END 6" FROM EACH END
AND 7" OC AND 12" OC
i
L J
ACRYLIC
LATEX
CAULK
ACRYLIC
LATEX
CAULK ! CL
COMBINATION COMBINATION
MULLION (BOXED) MULLION (BOXED)
OSCREWSCREWSS
EACH END
COMPOSITE
MULLION (INTEGRAL)
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DATE: 2/17/05
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DWG. BY: S WS
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DWG-MA-FLO122-05
SHEET 3 OF 3
3"
SEE DETAI
C"
DETAIL "D"
3"
8 x 2-1/2"
8 x 2-1/2"
10x2»
10 x 5/8
10 x 5/8
10 x 2
DETAIL "C"
TYP.
1 0.962" {
1.375"
T T
INSWING THRESHOLD OUTSWING THRESHOLD
10 x 1"
X10 x 1"
a
i
nUQ
SEE DETAIL
cn .,D"
a G
c
w
8 x 2-1/2"
DETAIL "E" ASTRAGAL
ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
Addendum to WwMm
C"Wion No:
Rev"W By.
tate
1
1.75" E l 1A47.>
T
HIGH DAM 0/S THRESHOLD
0.124" ANNEALED
0.030' SAFLEX IIIG -
0.124' ANNEALED
ALUMINUM OR BUTYL /
SPACER
0
N
It
6"
EE DETAIL
G"
6"
i
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "F" ASTRAGAL
DECORATIVE INSERT
OPTIONAL)
0124" TEMP.
DOW 832 •• p..„
OR EQUAL
EXTERIO
TYPICAL GLAZING DETAIL
IMPACT RATED GLASS
6 X 1-1/2" PHS
DOW 832
OR EQUAL
L0
EX: 00
c
0 0
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DATE: 2111/95
SCALE: N. T. S.
DWG. BY: SWS
CHK. BY:
DRAWING NO_:
DING—MA—FL0122-05
SHEET 2 OF 3
HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT
6'-8" GLAZED DOUBLE DOOR WITH/ WITHOUT SIDELITES
GENERAL NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. THIS PRODUCT DOES NOT REQUIRE THE USE OF
A HURRICANE PROTECTIVE DEVICE (SHUTTERS).
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
4. PLASTICS TESTING OF FIBERGLASS FACING:
nrr"n., 'ri^K1 ACCI 11 T
SELF IGNITION! TEMP ASTM D1929 752 'F > 650 'F
RATE OF BURNING ASTM D635 0.56 IN MIN (C -1)-
SMOKE DENSITY ASTM D2843 53.4%
TENSILE STRENGTH* ASTM D638 3.2% DIFF
COMPAKAIIVL ILMOLL n M' 1 -1 •^••••••^
4500 HOURS XENON ARC METHOD 1
SINGLE DOOR UNIT DQUB E DOOR UNIT
149" MAX. OVERALL FRAME WIDTH
20.5"
TABLE OF CONTENTS
SHEET DESCRIPTION
1 TYPICAL ELEVATIONS & GENERAL NOTES
2 ANCHORING LOCATIONS DETAILS
3 ANCHORING LOCATIONS DETAILS
149" MAX. OVERALL FRAME WIDTH
20.5" MAX
CA:
36.375" MAX.
GI. L. 0.
WHERE WATER INFILTRATION PERFORMANCE
PANEL WIDTH
W/ASTRAGAL
DOUBLE DOOR UNIT W SIDELITES
51Nc1 F DOOR UNIT' SINGLE DOOR UNIT SINGLE DOOR UNIT }y/SIDELITES
WITH SLID WITH SIDELITF
37.5" MAX.
FRAME WIDTH
Ad'e"um io NAND
Cert wtan Nw
Revs B!
Date 2
t'a- -/ Oji
KURT BALTHAZOR
FLORIDA P.E.
56533
CA: 00
O
WHERE WATER INFILTRATION PERFORMANCE IS
CONFIG
X
XX
OX or XO
0X0
pXXO
MAX WIDTH
37.5
74
75
112.5
149
DESIGN PRESSURE RATING
INSWING OUTSWING
0 -60.060.0 -60.0
r+660.0 -60.0 .0 -60.0
60.0 -60.0 .0 -60.0
60.0 -60.0 .0 -60.0
60.0 -60.0 0.0 -60.0
REQUIRED TO
INSWING
19.0 -19.0
19.0 -19.0
19.0 -19.0
19.0 -19.0
19.0 -19.0
BE 15% OF DESIGN PRESSURE
OUTSWING OUTSWING*
40.0 -40.0 +60.0 -60.0
40.0 -40.0 +60.0 -60.0
40.0 -60.0
40.0 -40.0 +60.0 -60.0
40 OHioh Dam Threshold Des Q
0
t'a- -/ Oji
KURT BALTHAZOR
FLORIDA P.E.
56533
C
111116-
10
DATE: 2111/05
SCALE: N.T.S.
DWG. BY: SWS
CHK. BY:
DRAWING NO.:
DWG-MA-FLO 122 -
SHEET 1 OF 3
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CL cad j ¢z
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C
111116-
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DATE: 2111/05
SCALE: N.T.S.
DWG. BY: SWS
CHK. BY:
DRAWING NO.:
DWG-MA-FLO 122 -
SHEET 1 OF 3
Calculations Prepared bv:
Date: Jan 11, 2019
MecaWind v2313
www.meca.biz,
Location: Miami Shores
Description:
Antonio Puchi Res.Front door wind pressure
FileLocation : C:\Users\owner\Documents\My Wind10 Files\puchi.wnd
Basic Wind Parameters
Slope of Roof 14.04 Deg
Wind Load Standard = ASCE 7-10 Exposure Category = C
15.000 ft
Wind Design Speed = 175.0 mph Risk Category = III
21.250 ft
Structure Type = Building Building Type = Enclosed
18.125 ft
General Wind Settings
Load Factor based upon ASD Design 0.60
ASCE 7-10 Wind Parameters
Per Eqn 30.5-1 use 0.33 * h 5.981 ft
Incl_LF = Include ASD Load Factor of 0.6 in Pressures True
Lambda =
DynType = Dynamic Type of Structure Rigid
NF = Natural Frequency of Structure Mode 1) 1.000 Hz
Description
NF = Natural Frequency of Structure
Pnet30 p
1.000 Hz
Zg = Altitude (Ground Elevation) above Sea Level 0.000 ft
Min
Bdist = Base Elevation of Structure
ft ft sq ft psf
0.000 ft
psf
GenElev = Specify the Elevations For Wind Pressures Mean Roof Ht 00 be
SDB = Simple Diaphragm Building
Net design wind pressure for Exposure B @ h
Fals* a• 000•0
MWFRS = Analysis Procedure being used for MWFRS
000
No An lysis0 0 0•
C&C = Analysis Procedure being used for C&C Ch 34 $•200 000+• •
Reacs = Show the Base Reactions in the output False •
00••0
MWFRSType = MWFRS Method Selected No Ana0lytNo 0
0•••
0.09•0
Building Inputs a*
RoofType: Building Roof Type = Gabled Gabled =
000.0• Z 0.0••
W Width Perp to Ridge = 50.000 ft L Length Along Ridge = 50.000 •
EHt Eave Height = 15.000 ft RE Roof Entry Method =
Slop00 00 00 000000
Slope Slope of Roof = 3.0 :12 OH Specify Roof to Wall inters "it t and Overl•angs= Overha•ig
Parapet Type of Parapet = None Theta Roof Slope = 14.040Deg 0• •
Par Is there a Parapet = False OH ALL Overhang = 2.0000ft 0
0000•
OH ALL Overhang = 2.000 ft OH ALL Overhang = 2.0006ft • •
0
0000••
Exposure Constants per Table 26.9-1: 0000
Alpha: Const from Table 26.9-1= 9.500 Zg: Const from Table 26.9-1= 900.000 ft
At: Const from Table 26.9-1= 0.105 Bt: Const from Table 26.9-1= 1.000
Am: Const from Table 26.9-1= 0.154 Bm: Const from Table 26.9-1= 0.650
C: Const from Table 26.9-1= 0.200 Eps: Const from Table 26.9-1= 0.200
Overhang Inputs:
Std = Overhangs on all sides are the same
OHType = Type of Roof Wall Intersections
OH = Overhang of Roof Beyond Wall
Components and Cladding (C&C) Calculations per Ch 30 Part 2
True
Overhang
2.000 ft
Theta = Slope of Roof 14.04 Deg
EHt = Eave Height 15.000 ft
RHt = Ridge Height 21.250 ft
h = Mean Roof Height: 0.5*(EHt+RHt) 18.125 ft
LF = Load Factor based upon ASD Design 0.60
h3 = Per Eqn 30.5-1 use 0.33 * h 5.981 ft
Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000
Lambda = Adjustment Factor for Building Height & Exposure per Fig 30.5-1 = 1.260
Wind Pressures for C&C per Figure 30.5-1
All wind pressures include a load factor of 0.6
Description Zone Width Span Area 1/3 Pnet30 Pnet30 p p
Rule Max Min Max Min
ft ft ft sq ft psf psf psf psf
front door 4 3.000 6.670 20.01 No 52.77 57.42 39.90 43.41
Pnet30 = Net design wind pressure for Exposure B @ h 30 ft [9.1 m] from Fig 30.5-1
p = Wind Pressure: Lambda * Kzt * Pnet30 * LF Eqn 30.5-1]*
Per Para 30.2.2 the Minimum Pressure for C&C is 9.60 psf 10.460 kPa] Includes LF)