WS-03-22-651Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
Contacts
Christina Peyon Owner DIE PEYON Owner
465 Brickell Ave, Apt 2303 E Brickell AVE E 2303, Miami, FL 33138
cliemola@gmail.com Mobile:5303780304 DIEGOPEYON@GMAIL.COM
HOME OWNER Contractor
HOME OWNER
Inspection Requests:
Description: REPLACE 2 EXTERIOR DOORS Valuation: $ 1,000.00� _7
TotalSq Feet: 0.00 ,
mamma
jammumm
Fees
Amount
Application Fee - Other
$50.00
CCF
$0.60
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.20
Scanning Fee
$9.00
Technology Fee
$3.00
Windows/Shutters Fee
$70.00
Total:
$136.80
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$136.80
Credit Card
03/14/2022 $50.00
Credit Card
04/25/2022 $86.80
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
regulati struction and zoning. Futhermore, I authorize the above named contractor to do the work stated.
Signatur wner , / Applicant / Contractor / Agent Date
April 25, 2022 Page 2 of 2
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING Master Permit No.
PERMIT APPLICATION Sub Permit No.
R 'C EIVE�
MA R 14 2 ZZ
BY:
FBC 20tO 17 -
W 1-03
QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING [--]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 1005 NE 92nd St
City: Miami Shores County: Miami Dade Zip:
11-3205-015-0150
Folio/Parcel#: Is the Building Historically Designated: Yes NO X
Residential
Occupancy Type: Load: Construction Type: Flood Zone:
OWNER: Name (Fee Simple Titleholder): Christina Peyon & Diego Peyon
Address:1005 NE 92nd St
City: Miami Shores state: FL
BFE: FFE:
Phone#:530-784-0304
p; 33138
Tenant/Lessee Name: Phone#:
Email: %(��� S/avt �! rnct� �. C 6y✓�
/� ff 1
CONTRACTOR: Company Name: OWV1�- / b V 1 1 Y Phone#:
Address:
City: State:
Qualifier Name:
State Certification or Registration #:
DESIGNER: Architect/Engineer:
Add
12
hone#:
Certificate of Competency #: _
Phone#:
City: State:
Value of Work for this Permit: $Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace
Description of work: Replace 2 exterior doors
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ 0 �}i� CCF $_
Scanning Fee $ O� . 00 Radon Fee $ • 00 DBPR $
Technology Fee $ 9 cab Training/Education Fee $ j 2Z
Structural Reviews S `__
Zip:
❑ Demolition
y CO/CC $ -
00 Notary $
Double Fee $
Bond $
(Revised02/24/2014)
TOTAL FEE NOW DUE $ R (.0 • S n
Bonding Company's Name (if applicable)
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: 1 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.
Signature Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
/" l day of ay Giq 20 ZZ by
�u P+?yyvn Olywe-5LL) who is personally known to
me or who has produced (L 1--6r1 V��rl— "' 5-e as
P5zl6 - /&0-V-14 1 -
identification and who did take an oath.
CONTRACTOR
The foregoing instrument was ackn
day of
me or who has produced
edged efore me this
7
20 , by
is personally known to
as
identification and who diertake an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: L/ �— L jcj t- t> Sign:
Print: V a��ri.++%��;��' �a .yao Print:
Seal: _='2 `' CommAH 222410 Seal:
Expires: Jan, 31, 2026
OF
Notary Public- State of Florida
APPROVED BY 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
OWNER BUILDER DISCLOSURE STATEMENT
NAME: Diego Peyon and Christina Peyon DATE: 03/11/2022
ADDRESS: 1005 NE 92nd Street Miami Shores FL 33138
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State nf Floriea, F.S 489.1d3(7). And I have
read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner
must appear in person to complete all applications. ' ' f ' I ' I < It I ,
State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exerr.ff cn
allows you, as the owner of your property, to act as your own contractor even though you do not have a Iicence.IYournust supe-eiIthe
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 occupanI I I I may not be Gui�ltIfor 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
or sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. lt?s your responsibility to make
sure the people employed b ' < < < , r ( c < < <
p py you have licenses required by state law and by county or municipal licensing ordinances. And. persoi, working on
your building who is not licensed must work under your supervision and must be employed by you, which me&ns t.'iat you must deduct F.LC.A asuJ
with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comp;y with all
applicable laws, ordinances, buildings codes and zoning regulations.
Please read and initial each paragraph.
I. I 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 /I
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. n
Initial IP
3. 1 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 filed 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 contracts.
Initial I/
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 construction.
Initial P r
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 V
9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I w l,ahide;oy 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. ,
Initial
1/ Il
10. 1 understand that 1 may obtain more information regarding my obligations as an employer from the Intemat Revanue Servi,_e, the United States
,1 (( , --
Small l
Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Indust�y
Licensing Board at 850,487,1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html
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:
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. I
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 I —day of /V( ay-c—U1 , 2027—
BY 1\'0—GU PP `Jyim who was personally known to me or who has
Produced there License or 1'L _6rl1 L{-Lleh.5e_ as identification.
Li V1 ('✓ine
y
wr PV /// Vivienne Yao A--
Comm.:HH222410
OWNER NOTARY .- ='o� Expires: Jan. 31, 2026
// 0 �,;; �`�� Notary Public- State of Florida
Miami Shores Village - BUILDING DEPARTMENT
10050 NE 2 Ave Miami Shores, FL 33138
305-795-2204 www.msvfl.qov
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 th�a
permit holder to request window/door framing in -progress inspection, prior to rf),ncealment pf ,any
horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distah`c"e,:
embedment and spacing. The purpose for this inspection is for the verification of conform�rjice with
Product Approval (NOA).
Acknowledgement:
D 11/22- �i 0 0 i�
Qualifier/Owner Signature Date Prini Name
For Forms and Applications click here:
http://bldg.miamishoresviIlage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia
miShoresVillage
Rev012.82021 Windows Doors Shutter Checklist Page 2 of 2
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M:AM48'DAD MIAMI-DADE COUNTY
'� ''' PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Stree;, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 3 I5-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/eeonomv
ES Windows, LLC
3550 W. 49" Street
Miami, FL 33142
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the'use of cor.strui�.tion
materials. The documentation submitted has been reviewed and accepted by Miami,- )'ode County `FJL°R -
Product Control Section to be used in Miami Dade County and other areas where allgpvp' , `by the Authority ,
Having Jurisdiction (AHJ). ,
This NOA shall not be valid after the expiration date stated below. The -Miami-Dade ^empty Product Control
Section (In Miami Dade County) and/or the ART (in areas other than Miami Dade County) rese_-ve the` right,
to have this product or material tested for quality assurance purposes. If this proif&f. 'q material fails to'
perform in the accepted manner, the manufacturer will incur the expense of such testing'and tke AHJ may
immediately revolve, modify, or suspend the use of such product or material within theirjurisd:ctrar.' RER,
reserves the right o revoke this acceptance, if it is determined by Miami -Dade �oun'j Pro I'L et Control
Section that this product or material fails to meet the requirements of the applicable building code. ' ' '
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
(DESCRIPTION: Series "EL300" Aluminum Outswing Boor - L.M.I.
APPROVAL DOCUIYMNTT: Drawing No. W17-59, titled "ES-EL300 Aluminum Outswing Door
(L.M.I.)", sheets 1 through 12 of 12, dated 06/20/17, with revision A dated 07/21/17, prepared by AI-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control
Approval stamp with the Notice of Acceptance number and approval date by the Miahni-Dade County
Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, l3a.anquilla,
Columbia, S.A., series, and the following statement. "Miami -Dade County Product Control Approved",
unless otherwise noted herein.
PaNEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision, or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned
above.
The submitted documentation was reviewed by .forge M. Plasencia, P.E.
NOA No_ 16-0617.03
Expiration Date: January 04, 2023
Approval Date: January 04, 2018
!! Page 1
ES Windows= LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. NEW EVIDENCE SUBMITTED
A. DRANVTNGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W17-59, titled "ES-EL300 Aluminum Outswing Door (L.M.I.)", sheets
1 through 12 of 12, dated 06/20/17, with revision A dated 07/21/ 17, prepared, by Al-
Farooq Corporation, signed and sealed by Javad A hmad, P.E_
B. 'PESTS
1. Test reports on: 1) Ai Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per"fbc, TAS 2102-94
3) water Resistance Test, per FBC, TAS 202-9A
4) Forced Entry Test, per FBC, and TAS 202-94
6) Large Missile Impact Test per FBC, TAS 20 L -94
7) Cyclic Wind Pressure Loading per FBC, TAS 203- 94
along with marked -up drawings and installation diagram of an aluminum 0.(, swing
door, prepared byBlackwater Testing, Inc., Test Report No. BT-ESW-17=008,`dated
06/15/17, signed and sealed by Constantin Bortes, P.E. with Letter of Clarification
issued on 08/03/17, signed and sealed by Constantin Bortes, P.E.
C. CALCULATIONS
I. Anchor verification calculations and structural analysis, complying with FBC-5tb
Edition (2014) and FBC-6` Edition (2017), dated 06/19/ i 7, prepared by Al-Farooq
Corporation, signed and sealed by Javad Abmad, P.E.
2. Glazing complies with ASTM E1300-09.
D, QUALITY ASSUR—A CE
1. Miami -Dade Department of Regulatory and. Economic Resources (RER)
MATERIAL CERTIFICATION'S
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifo.lO Ultraclear, Clear and Color PN7B Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"Sentry G1asC (Clear and White) Glass Interlayer" dated 06/25/15, expiring on
07/04/18.
3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Co. (MA) for
their "SaBex Clear and Color Glass Interlayers" dated 09/07/17- expiring on
05/21/21.
4. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Co. (N1A) for
their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 09/07/17, expiring on 12/11/18.
rge M. Plasencia, P.E.
Produc Control Unit Supervisor
NOA No. 16-0617.03
Expiration Date: January 04, 2023
Approval Date: January 04, 2018
it-i
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, to FBC-5" Edition (2014) and FBC-61 Edition
(2017) and of no financial interest dated 07/25/17, issued by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E.
2. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes.
3. Laboratory compliance statement for Test Report No. BT-ESW-17-068, issuer by
Black --water Testing, Inc., dated 06/ 15/17, signed and sealed by Dennis vuffy; -CFC.
4. Proposal No. 16-1471 7 issued by the Product Control Section, dated, l 1 /2.3/16, sigil6d
by Ishaq Chanda, P.E.
G. OTHERS
1. None.
L
Jorge IM. Plasencia, P.E.
Pro uct Control Unit Supervisor
NOA No. 16-0617.03
Expiration Date: January 04, 2023
Approval Date: January 04, 2018
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3/11/22, 2:54 PM
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
Florida Building Code Online
FL22378-R7
R
2V7—App oved
*Approved by DBPR. Approvals by DBPR shall be reviewed and
ratified by the POC and/or the Commission if necessary.
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
Referenced Standard and Year (of Standard) Standard
TAS 201
TAS 202
TAS 203
Equivalence of Product Standards
Certified By
Year
1994
1994
1994
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L. -Roberto Lomas P.E.
1432 Woodford Rd.
Manufacturer: Masonite
Lewisville, NC 27023
Report #: 51401 OB
434-688-0609
Date: 10/10/2017
rllomast7a.lrlomaspe.com
Test Report. N/A
Product: Single door Tx 68" (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/ d w/out gap:
a. With threads present in shear plane
Fastener type: #10 wood screw
(NDS 2018, TR12)
Nominal diameter: N 0.190 in
Gap: p: 0.0000 in
Root diameter: Dr: 0.152 in
Moment arm: 0:308D in
Minimum required penetration: p: 1.140 in
Screw bending yield strength: Frn = 80,000 psi
Side member: Douglas Fir -Larch (G=0.50)
r
Main member: Spruce-Pine-Fl - (G=0.42)
Side member thickness: t,= 1.000 in
Main member thickness: tm= 1.500 in
Side member dowel bearing strength: Fe, = 4,650 psi
Main member dowel bearing strength: Fear = 3 3(fi0 psi
Side member dowel bearing length: k = 1.000 in
Main member dowel bearing length: Im = E140 in
r
Mode Im
qm = 636.5 Ibs/in
P = 725.61 Ibs
Kt, = 2.400
Zm= 302lbs
Mode TI
Mode III,
A: 0.00135
R: 0.000
C:< 93.6
P =, 263 Ibs`
Min. Design value: Z= 110 Ibs Z= 138 Ibs Ko = 2.400 Ko = 2.400 ka = ' ` 2.400
Duration Factor: Co = 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs
Allowable Design Value CZCD); Z.= 175 Ibs/anchor
Fastener type: 1/4 ITW Topcon Tabulated values
N.O.A.16-1222.06
Substrate: Hollow block
Minimum embedment: 1.25 in
Actual edge distance: 2.50 in
Mode I,
qs = 884 Ibs/in
P = 884 Ibs
Ku = 2.400
Z,= 368lbs
M: v.vvvr
B: 1.07
C:-427.674
P = 331 Ibs
Ko = 2.400
A:
0.00096
B:
0.57
C:
-253.623
Ms =
46.8 in-Ibs
P =
297 Ibs
Mode III, `
A: O.00fJ1
8: C.5
C:-267.099
Mm = 4.11 ,in-Ibs
P = 319 Ibs
edge
distance
spacing (in)
Z.00
�1161
4.00
Actual C To C spacing: 3.00 in
Allowable Design Value: Z-,= 155 Ibs/anchor (per interpolation when needed)
Fastener type: #10 Tek screw
Substrate: 18 GA, Steel
Tabulated design value: Z= 1266 Ibs
Safety factor: Fs= 4
Allowable Design Value (ZFs): Z.= 316 Ibs/anchor
Minimum anchor capacity: 155 Ibs/anchor
Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
Anchor calculations, minimum required anchors
36.38 Desiqn pressure: 85.0 osf
k
A' 79.25
A2
Al
1 of 3
Max.
Anchor
Area
Load
Ind.
Ca
Load
Zone
(ff2)
(Ibs)
(in)
O.C.
Result
(in)
(lbs)Qty
(Ibs)
Al
2.3
195
N/A
N/A
155
2
98
OK
A2
7.7
656
6.00
18.00
155
5
131
OK
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1;: 1P TAT O F
WO
Luis R. Lomas P.E.
FL No.: 62514
9/2I2020
L. Roberto Lomas P. E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville, NC 27023 Report #: 514010B
434-688-0609 Date: 10/10/2017
rllomaso_Irlomaspe.com
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114" 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
INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
4. ALL FASTENERS TO BE CORROSION RESISTANT.
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
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KS1/FU=52KSI OR ALUMINUM 6063-T5 FU=30KS1
.052" THICK MINIMUM
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
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.
3 of 3
\` \\11111///�//
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Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. - Roberto Lomas P. E.
1432 Woodford Rd.
Manufacturer: Masonite
Lewisville, NC 27023
Report #: 514010B
434-689-0609
Date: 10/10/2017
rllomas(calrlomaspe.com
Test Report. N/A
Product. Single door Tx 6'8" (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
(NOS 2018, TR12)
Nominal diameter: D: 0.190 in
Gap: g: 0.0000 in
Root diameter: Or: 0.152 in
Moment arm: 0.0000 in
Minimum required penetration: p: 1,140 in
Screw bending yield strength: Fyb = 80,0("0 psi
Side member: Douglas Fir -Larch (6=0.50)
Main member: Spruce-Pine,Fir`(G=,0.42)
Side member thickness: t.= 1.000 in
Main member thickness: % ; , 1,5P0 in
Side member dowel bearing strength: Fu = 4,650 psi
Main member dowel bearing strength: F_ = 3`.350 psi
Side member dowel bearing length: I. = 1.000 in
Main member dowel bearing length: Im = 1.140 in
Mode Im Mode I. Mode II
Mode III, Mode M.
Mode IV
qm = 636.5 Ibs/in qs = 884 Ibs/in A: 0.0007
A: 0.00096 A: 0.001017
A: ` G.63_35
P = 725.61 Ibs P = 884 Ibs R: 1.07
R: 0.57 8: 0.`5 `
O: 0.000
Ko = 2.400 Kp = 2.400 C:-427.674
C:-253.623 C:-267.691
C: -93.6
Z.= 302 Ibs Z:= 368 Ibs P = 331 Ibs
Ms = 46.8 in-Ibs Mm = 46t3 in-Ibs
Ko = 2.400
P = 297 Ibs P = 319 Ibs
{:= ` 1263 Ibs
Min. Design value: Z= 110 Ibs Z= 138 Ibs
Ko = 2.400 Ko = 2.460 , `
Kp = 2.400
Duration Factor: Co = 1.6
Z= 124 Ibs Z= 133 Ibs
(Z= 110 Ibs
Allowable Design Value (ZCo): Z.= 175 Ibs/anchor
Fastener type: 1/4 ITW Topcon
Tabulated values
N.O.A.16-1222.06
Substrate: Hollow block
Minimum embedment: 1.25 in
Actual edge distance: 2.50 in
edge
distance
spacing (in)
2.00
4.00
2.00
130
161
4.00
163
202
Actual C To C spacing:
Allowable Design Value:
3.00 in
Z.. = 155 Ibs/anchor (per interpolation when needed)
Fastener type:
#10 Tek screw
Substrate:
18 GA, Steel
Tabulated design value:
Z= 1266 Ibs
Safety factor:
Fs= 4
Allowable Design Value (ZFs):
Z'= 316 Ibs/anchor
Minimum anchor capacity: 155 Ibs/anchor
Note: Anchors with the least capacity is used for calculations to quality anchors with higher capacity.
Anchor calculations, minimum required anchors
36.38 Design pressure: 85.0 psf
I
79.25
A2 �I A2
A
1 of 3
Max.
Anchor
Zone
Area
Load
Ind.
O.C.
Result
Cap.
Load
z
(ff)
Ibs
( )
(m)
(in)
(Ibs)
(Ibs)
Al
2.3
195
N/A
N/A
155
2
98
OK
A2
7.7
656
6,00
18.00
155
5
131
OK
\��wliltt//��//
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TAT OF • �v
:cZ 0 RM't
�VNAl.t
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P. E.
1432 Woodford Rd.
Lewisville, NC 27023
434-688-0609
rIIomas(U)Irlomaspe.cOm
Manufacturer: Masonite
Report* 514010B
Date: 10/10/2017
Installation instructions:
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
INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
4. ALL FASTENERS TO BE CORROSION RESISTANT.
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
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
.052" THICK MINIMUM
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
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.
3of3
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TATE OF
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Sjs1ONAL E�G��\
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Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
Miami -Dade County Wind Load Chart for Openings
Based on ASCE 7-16 for Detached One- and Two -Family Dwellings and Multiple Single -Family Dwellings
(Townhouses) with a mean roof height <- 30 feet
175 mph (3-second gust) /Exposure C/ Kd=.85, / Pressures in PSF / ASD
These tables are to be used only for one- and two-family detached dwellings and multiple single-family
dwellings (townhouses) with a mean roof height of 30 feet or less. They are to be used for replacement windows.
These tables can be used for French doors, sliding glass doors, solid doors, and for sectional (overhead) garage
doors. They may not be used for roll -up doors due to catenary forces acting on the supports that must be,
checked.
The pressures are provided in pounds per square foot (psf) for allowable stress design, (ASD). A positive
(+} pressure acts towards the structure; negative pressure (-) acts away from the structure (Suction).
The width of zone 5 is the 'a' distance;, i` s either 10, p pf the
least horizontal dimension of the structure - o. -'0Ar 'times,th#,, mean
roof height, but not less than 4% of the least jwrizontal distance -or- 3
feet. It is measured from the corner of the structure. Note,that ,3-feet is
not the default value, it is the minimum width;
To determine the least horizontal dimension, insGribc,s box
around the entire structure and use the smallest dimension of the
resulting rectangle.
Windows
The effective wind area of a window is based on the size of a single pane of glass. Likewise, a sliding
glass door or French door would use the size of one of the leaves, not the size of the opening.
Garage Doors
The wind area of a sectional door is based on the size of a single panel, usually no more than 24" deep,
and the width of the door.
Dual Pressure Zones
A common placement for a garage door is near a corner of a residence, which would put a portion of the
door in zone 5, leaving the remainder in zone 4. You can select the door based on the zone 5 pressure, or you
may use a weighted average. For example, if you have a 10-ft wide door and 2-ft are in zone 5, the zone 5
suction is -50 and the zone 4 suction is -42: ((2 x 50) + (10-2) x 42))/ 10 = (100 + 336)/10 = 436110 = -43.6 psf.
(Round up to -44 psf)
If a window is placed in zone 4 and zone 5, use the zone 5 pressure.
Aeff
(ft2)
15 ft Mean Roof
Height
20 ft Mean Roof Height
25 ft Mean Roof height
30 ft Mean Roof
Height
Zone 4
Zone 5
Zone 4
Zone 5
Zone 4
Zone 5
Zone 4
Zone 5
+
-
+
-
+
-
+
-
+
-
+
-
+
-
+
-
+10
40
43
40
54
43
46
43
57
45
48
45
60
46
50
46
62
20
38
42
38
50
41
44
41
53
43
46
43
56
44
48
44
58
50
36
39
45
38
42
38
48
40
44
40
50
42
45
42
52
100
34
37
34
42
36
40
36
44
38
42
38
46
39
43
39
48
500
30
33
30
33
32
1 35
32
1 35
33
37
1 33
1 37
35
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3 5—T
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Wind analysis per MecaWind Pro V2335
Miami -Dade County Wind Load Chart for Openings
Based on ASCE 7-16 for Detached One- and Two -Family Dwellings and Multiple Single -Family Dwellings
(Townhouses) with a mean roof height <- 30 feet
175 mph (3-second gust) /Exposure C/ Kd=.85, / Pressures in PSF / ASD
These tables are to be used only for one- and two-family detached dwellings and multiple single-family
dwellings (townhouses) with a mean roof height of 30 feet or less. They are to be used for replacement windows.
These tables can be used for French doors, sliding glass doors, solid doors, and for sectional (overhead) garage
doors. They may not be used for roll -up doors due to catenary forces acting on the supports that must b
checked.
The pressures are provided in pounds per square foot (psf) for allowable stress OQsiyn,(ASD). A positive
(+) pressure acts towards the structure; negative pressure (-) acts away from the structure (suction).
The width of zone 5 is the 'a' distance;- if is either 10% of the
- least horizontal dimension of the structure - or - 0.4 times the "m6an
roof height, but not less than 4% of the least horizontal distance -or- 3
feet. It is measured from the corner of the structures Note;that 3-feet is
'--- %' not the default value, it is the minimum width;
To determine the least horizontal dimension, inscribe 3 box
around the entire structure and use the smallest dimension of the
resulting rectangle.
Windows
The effective wind area of a window is based on the size of a single pane of glass. Likewise, a sliding
glass door or French door would use the size of one of the leaves, not the size of the opening.
Garage Doors
The wind area of a sectional door is based on the size of a single panel, usually no more than 24" deep,
and the width of the door.
Dual Pressure Zones
A common placement for a garage door is near a corner of a residence, which would put a portion of the
door in zone 5, leaving the remainder in zone 4. You can select the door based on the zone 5 pressure, or you
may use a weighted average. For example, if you have a 10-ft wide door and 2-ft are in zone 5, the zone 5
suction is -50 and the zone 4 suction is -42: ((2 x 50) + (10-2) x 42))/ 10 = (100 + 336)/10 = 436110 = -43.6 psf.
(Round up to -44 psf)
If a window is placed in zone 4 and zone 5, use the zone 5 pressure.
Aeff
(ft2)
15 ft Mean Roof
Hei ht
20 ft Mean Roof Height
25 ft Mean Roof height
30 ft Mean Roof
Hei ht
Zone 4
Zone 5
Zone 4
Zone 5
Zone 4
Zone 5
Zone 4
Zone 5
+10
40
43
40
54
43
46
43
57
45
48
45
60
46
50
46
62
20
38
42
38
50
41
44
41
53
43
46
43
56
44
48
44
58
50
36
39
45
38
42
38
48
40
44
40
50
42
45
42
52
100
34
37
34
42
36
40
36
44
38
42
38
46
39
43
39
48
500
30
33
30
33
32
35
32
35
33
37
33
37
35
1 38
1 35
1 38
Wind analysis per MecaWind Pro V2335
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3550 N.W. 49 STREET MIAMI, FLORIDA 331.73 (C.A.N. 3538) C
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