RC-19-2452Permit NO.: RG -1 U-19-7452
Miami Shores Village , �� Permit Type., Building (Residential)
10050 NE 2 Aver ���
Miami Shores FL 33138 tL, Work Classification: Alteration
305-795-2204 Permit Status: Approved
issue Date. 07/26/20 9 Expiration: 04/13/2020
Location Address Parcel Number
358 NE 104TH ST, Miami Shores, FL 33138 1121360130180
Contacts
ALFREDO PADILLA Owner HOME OWNER Contractor
358 NE 104 ST, MIAMI SHORES, FL 331382018 HOME OWNER
Other: 3057561507
Description: ALUMINUM ROOF OVER AN EXISTING CONCRETE Valuation: $ 3,750.00 Inspection Requests:
SLAB.
Total Sq Feet: 300.00 11 1
Fees Amount Payments Date Paid Amt Paid
Total Fees
Total:
Amount Due:
Building Department Copy
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: 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. Futhermore, I authorize the above named contractor to do the work stated.
Authorized Signature: Owner / Applicant / Contractor / Agent Date
October 16, 2019 Page 2 of 2
Y . , '
BUILDING
PERMIT APPLICATION
Miami Shores Village RECEIVED
Building Department�u z o zoos
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972 $Y' qL
INSPECTION LINE PHONE NUMBER: (305) 762-4949 '
FBC 20 RRC, Io -Iq-
ass
Master Permit No.
Sub Permit No.
*BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: Wq.58 ld 7 S% ged
City: Miami Shores //�� County: pQ/Q� Miami Dade ,� Zip:
Folio/Parcel#: FD I/o An • II —,tj3( "O/.3 "&AAhe Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: D Flood Zone: BFE: Q FFE:
OWNER: Name (Fee Simple Titleholder): dlE,60-6 S' Y Cl -1, & Phone#: �86-4a? 39 3
Address: 3.0 P4,E 10V ST kee-�
City: M,
Tenant/Lessee /Name:
Finail: j0Ad� 1 Q
State: r1 Zip: 33A
• 40 M
one#:
CONTRACTOR: Company Name: Phone#:
Address:
City: State: Zip:
Qualifier Name: Phone#:
State Certification or Registration #:
Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
o
Value of Work for this Permit: $y .l S� 3W Square/Linear Footage of Work: ,006 Sr
Type of Work: ❑ Addition ❑'rAlterration El New ❑ Repair/Replace ❑ Demolition
Description of Work: Alum / gad Roof"' oyetZ 4rj er', aj1 req ion d?e�e < Iqjg
Specify color of color thru tile: -
Submittal Fee $ Permit Fee $ CCF $' ' ' `CO/CC $
Scanning Fee $ ` I 03 ; Radon Fee $ DBPR $ V Notary $
Technology Fee $6% 2.5 Training/Education Fee $ Double Fee $
Structural Reviews $ Ar. ; Q Bond $ �
TOTAL FEE NOW DUE $ 2--1
(Revised02/24/2014)
I r r I It
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
. Mortgage Lender's Address
City
Zip
State Zi
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. I I
"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." A
t a . a.
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. i
Signature dm�-�
OWNER or AGENT
The foregoing instrument was
acknowledged before me this
day of UI 20 I by
uzp
who ils�personally known tb
d /
me or who has produce -(C N s
identificationnnd who did take an oath.
NOTARY PUBLfC:
Print: S i
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
day of , 20 , by
who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:" `
Sign:
Print:
'SINDUI ALVARZ E
Seal: `� Seal:
?.; MY COMMISSION # GG 238273
EXPIRES: September 3, 2022
Bonded Thru Notayy Public Underwriters
****************
l5
APPROVED BY
**************************** ******************************
Plans Examiner Zoning
6 l Structural Review
(Revised02/24/2014)
Clerk
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OOWNER
BUILDER DISCLOSURE STATEMENT
NAME: Alf Reao E. Pq cl, DATE: 6/p go
ADDRESS: 356 /V E /O� S�RP,e-/— #1,4m; c]/ oA-s F1 _iva
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 entitles 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. o 1 .. .
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. 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
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_! �
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
.,
.l.
R
..s .. w-.�.�-mil. a+d +•Si.-....'�*n^a
i
I 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
*,CJ
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 prdvide 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.
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 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:
�8 Kie A KSJ&ef f/iA Poifhdrrs F/.3�/,��
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.
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.
V, .
Was acknowledged before me this 10 day of y�Nr. 20 (f)
By &FPOO Sp`.V�-�� �-P� �"wUkho was personally known to me or who has
Produced there License or =°_(� �j21� �N as identification.
OWNER NOTARY
t ., SINDIA ALVARE
=; 9 MY COMMISSION # GG 238273
'+ 41 EXPIRES; September 3, 2022
Bonded Thru Notary Public Underwriters
RWMS ENGINCCRING, INC.
LICENSE # 11955
2105 W. 76TH STREET, SUITE 311, HIALEAH, FLORIDA 33016
NAME:
301C-
TEL: 305.822.3141 o FAX: 305-822.3161
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LICENSE # 11955
2100 W. 76TH STREET, SUITE 311, HIALEAH, FLORIDA 33016
TEL: 305.822.3141 • FAX: 305.822.3161
PROJECT.
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LICENSE # 11955 NAME:
2100 W. 76TY. STREET, SUITE 311, HIALEAH, FLORIDA 33016
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LICENSE # 11955
2100 W 76TH STREET, SUITE 311, HIALEAH, FLORIDA 33016
. TEL: 305.822.31 41 - FAx: 305.822.3161
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2100 W. 76TH STREET, SUITE 311, HIALEAH, FLORIDA 33016
TEL: 306.822.3141 & FAx: 305.822.3161
PROJECT:
NAME:
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5/29/2019 Florida Building Code Online
i ► 1 . * • /4a
A BCIS Home 1 Log In User Registration � Hot Topics � Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search
F'
v� Product Approval
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BA:t'.�pv�••Ats
Product Approval Menu > Product or Application Search > Agplication List > Application Detail
FL #
FL7561-R4
Application Type
Revision
Code Version
2017
Application Status
Approved
• • • •
• •
••••
••••••
Comments
• • •
•
••••••
•• •
••••••
Archived
tJ
i
• •
•
•
Product Manufacturer
Elite Aluminum Corporation
• • • • •
. • • • •
• • • • •
Address/Phone/Email
4650 Lyons Technology Parkway
• • • • • •
• •
• •: • • •
Coconut Creek FL 33073
00 00•
• • • •
000090•
(954) 949-3200
•
dk@dokimengineering.net
: • �: �:
•
•
• •
• •
••••••
Authorized Signature
Do Kim
• •
V990:
dk@dokimengineering.net
• •
• •
• • •
••••
Technical Representative
Bruce Peacock
Address/Phone/Email
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954)949-3200
bpeacock@elitealuminum.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Products Introduced as a Result of New Technology
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Do Kim, P.E.
Evaluation Report
Florida License PE -49497
Quality Assurance Entity QAI Laboratories
Quality Assurance Contract Expiration Date 12/30/2022
Validated By James L. Buckner, P.E. @ CBUCK Engineering
- Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL7561 R4 COI Cert of Independence, p-lf
1709.2
https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vcp/`2bRBYM6sOHgAjmo%3d 1/2
5/29/2019
Product Approval Method
Date Submitted
Date Validated
_' Date Pending FBC Approval
Date Approved
Summary of Products
Florida Building Code Online
Method 2 Option B
08/15/2017
08/16/2017
08/20/2017
10/10/2017
FL # Model, Number or Name
Description
7561.1 Aluminum/Aluminum Composite
Panels
3"/4"/6"x0.024"x1lb EPS Composite Panel, 3"/4"/6"x0.032x1lb
EPS Composite Panel, 3"/4"/6"x0.024"x2lb EPS Composite
Panel, 3"/4"/6"x0.030"x2lb EPS Composite Panel,
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +80/-80
Other: In HVHZ, not to be used in structures considered living
areas per FBC Section 1616 unless impact protection is
provided. See installation drawing for nominal allowable design
Installation Instructions
FL7561 R4 II 2017 FBC-Elite Aluminum C�orp-Install
Instruct.pdf • •
Verified By: Do Kim, P.E. CE 4j4#967
Created by Independent Third Palty: Yes • • :0. •
Evaluation Reports *00000 • • 00600
FL7561 R4 AE FL 7561 EyalW8tjqn Report -201 FBC.odf
Created by Independent T it arty: Yes • • • • •
pressures and spans.
• • • • • • • •
•••••• • • •••••
Back Next •• •• • ••••••
•
•••••• • •
• • • • ••••••
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-4871824 • • • •
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Priva Statement :: AccesAbIlity. Statement RefOrltl�ement •
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 8o 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 click here .
Product Approval Accepts:
® d h c': E
Credit Card
Safe
https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vc%2bRBYM6sOHgAjmo%3d 2/2
DO KIM t& ASSOCIATES, LLC
CONSULTING STRUCTURAL ENGINEERS
Florida Board of Engineers Certificate of Authorization No. 26887
Product Evaluation Report
Date: August 10, 2017
Report No.: FL# 7561-R4
. .
•see
sees
sees..
.. •
sees
e
Product Category: Roofing
"':"see''"
sees..
Product sub -category: Products Introduced as a Result of New Technology
sees
• • • • • •
:*see:
e
sees
.
sees.
Product Name: EPS Foam Core w/ Aluminum Skin Composite Panels
Manufacturer: Elite Aluminum Corporation
:so:*:
0 0
; ;
*00*:*
4650 Lyons Technology Parkway
. e e
• •
'
Coconut Creek, FL 33073
00 '
0 00'
0.:..*
.sees.
Phone: 800-421-0682
Scope:
This product evaluation report issued by Do Kim and Associates, LLC and Do Kim, P.E. for Elite
Aluminum Corporation is based on Florida Department of Business and Professional Regulation Rule
61 G20-3.005 (2) Method 2 (b) of the State of Florida Product Approval. Re-evaluation of this product
shall be required following pertinent Florida Building Code modifications or updates.
Do Kim and Associates, LLC and Do Kim, P.E. do not have nor will acquire financial interest in the
company manufacturing or distributing the product or in any other entity involved in the approval process
of the product named herein.
This product has been evaluated for use in locations adhering to the Florida Building Code, 6`h Edition
(FBC) and where pressure and deflection requirements, as determined by Chapter 16 of the Florida
Building Code, do not exceed the design pressures as shown on the approval.
LU
tis. a9t91
.�E ......,<
M `
O ' ^'� BTATE OF _ 4 `
FLOR1OP..'0
n;' ...........`�` C; Td,Rem em has DANmiuly,igmd and ssalad Dl' Do Y.
VV OIVAL 4 Nm PE m this data using a Digital Sig,,-. Hntad mples of
^
N, d- aro not conslde,ed Ogned and seated and the
,Ignatu un De vedfled on any el -111, towel.
IDI]08.151131:53-'W
Do Kim, P.E.
FL #49497
P.O. Box 10039
Tampa, FL 33679
813.857-9955
dk@dokimengineering.net
Sheet 1 of 3
DO KIM & A880CIATEB9, LLC
CONSULTING STRUCTURAL ENGINEERS
Supporting Documents
1. Code Compliance
a. The product assembly described herein has demonstrated compliance with the Florida
Building Code 6"' Edition (FBC), Section 1709.2.
2. Drawings:
a. Drawing No. FL -1001 titled "EPS Foam Core Composite Panels", Sheets 1 and 2
prepared by Do Kim and Associates, LLC., signed and sealed by Do Kim, P.E.
3. Testing •
a. Testing per ASTM E72-05 as performed by Hurricane Engineering A Testi: g, Inc. 00*0
"' �:'
(HETI), and reported in test report numbers HETI-05-1988,
HETI-OC-;x.04, (HETI),
2066, HETI-06-2105, HETI-06-2067, HETI-05-1002, HETI-06-2101.=-05-1987
HETI-06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, HETL05.1991, HETI.
06-2072, HETI-06-2073, HETI-06-2074, HETI-05-1996, HETI-05-1 kIETI-C l01,
--:see
HETI-05-1985, HETI-05-1995, HETI-05-1990, HETI-05-1997, HEW*05-1037, IjtTj:.
-goes
05-2029, HETI-05-2039, HETI-05-2030, HETI-05-2041, HETI-05-2C148',ZIETI-05-2036,
• o e •, •
HETI-05-2031, HETI-05-2038, HETI-05-2065, HETI-05-2040, HEV -652"Z42.
'.
. .
4. Calculations . . • • • s e •
......
a. Panel performance engineering analysis for tested loading condition!?bpe teen pxep4rjed
: s • e s;
based on comparative and/or rational analysis, prepared, and submitted by Do Ki%:.V.
5. Other
a. Quality Assurance Agreement verified with Quality Auditing -Institute, LTD. (QAI
Laboratories, LTD.) (FBC Organization #QUA7628).
P.O. Box 10039 813.857-9955
Tampa, FL 33679 dk@dokimengineering.net
Sheet 2 of 3
DO KIM & AssociATES, LLC
CONSULTING STRUCTURAL ENGINEERS
Limitations and Condition of Use
1. Code Compliance
a. The product assembly described herein has demonstrated compliance with the Florida
Building Code 6"' Edition (FBC), Section 1709.2.
2. Large and small missile impact resistance has NOT been tested to or evaluated for in this
approval. In HVHZ, this product shall be used in structures "not to be considgred living ar %as . . •
per Section 1616 unless impact resistance in accordance to the HVHZ require!t gMshre met....
3. Each product listed above shall be installed in strict compliance with its respecacAroduct..'
Evaluation Document and site-specific engineering along with all components CJ*d herein. .
4. Use of each product shall be in strict accordance with its Product Approval Ejahatipn an j • • •
Limitations of Use. 0000 '
5. Composite panels shall be constructed using type 3003-H 154 aluminum faciri 's9 1'or 2 PC6..:.
ASTM C-578 Dyplast Products LLC brand EPS foam insulation (NOA No. IV -1 T29.05) adhere
to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to je by elite panel
products only in accordance with approved fabrication methods. 0 0 :00049
6. Elite roof panels maintain a UL 1715 (int) class `B' (ext) rating and are NER-%afap'proved. •..•
7. This specification has been designed and shall be fabricated in accordance with the requireiwevis
of the FBC, composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class
A interior finish, and Chapter 26 Section 2603. All local building code amendments shall be
adhered to as required.
8. The designer shall determine by accepted engineering practice the allowable loads for site
specific load conditions (including load combinations) using the data from the allowable loads
tables and spans in this approval.
9. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ (L/80
for spans < 12'-0" and L/180 for spans > 12'-0").
10. All supporting host structures shall be designed to resist all superimposed loads.
11. All components which are permanently installed shall be protected against corrosion,
contamination, and other such damage.
12. Size and Span Limitations:
a. Composite panels shall be limited to those specific panels listed in the DWG. FL -1001.
b. Panel spans shall not exceed those listed in the tables of DWG. FL -1001.
P.O. Box 10039 813.857-9955
Tampa, FL 33679 dk@dokimengineering.net
Sheet 3 of 3
3' x 0,024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX.
L/80
ALLOWABLE SPAN (FT)
L/120 L/180 L/240
10
16.17
15.76 15.03 14.10
20
13.44
13.44 12.22 10.35
30
10.78
10.78 9.41 6.60
40
9.22
9.22 6.60 2.85
50
8.17
8.17 1 3.79 -
60
7.40
6.39 1 0.98 -
70
6.81
4.51 - -
80
6.33
2.64 1 - -
4' x 0,024
(ALLOWABLE
x 1 - LB EPS PANELS
CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX.
L/80
ALLOWABLE SPAN
L/120 L/180
(FT)
L/240
10
19.00
19.00
17.17
16.53
20
15.01
15.01
15.01
13.95
30
12.50
12.50
12.50
11.38
40
10.97
10.97
10.97
8.80
50
9.92
9.92
9.44
6.22
60 1
9.13
9.13
7.51
3.64
70 1
8.52
1 8.52
1 5.58
1.07
80 1
8.02
1 8.02
1 3.64
-
6' x 0,024
(ALLOWABLE
x 1 - LB EPS PANELS
CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX.
L/80
ALLOWABLE SPAN
L/120 L/180
(FT)
L/240
10
23.00
21.24
21.47
20.85
20
18.06
18.06
18.06
18.06
30
15.13
15.13
15.13
15.13
40
13.34
13.34
13.34
13.34
50 1
12.10
12.10
1 12,10
10.91
60
11.17
11.17
11.17
8.43
70
10.44
10.44
10.30
5.95
80
9.85
9.85
8.43
3.47
1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf).
3' x 0,032
(ALLOWABLE
x 1 - LB EPS PANELS
CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX,
L/80
ALLOWABLE SPAN
L/120 L/180
(FT)
L/240
10
17.50
17.50
16.91
15.96
20
16.64
15.96
14.06
12.16
30
15.17
14.06
11.21
8.36
40
13.69
12.16
8.36
4.56
50
12.22
10.26
1 5.51
0.76
60
10.75
8.36
2.66
-
70
9.27
6.46
1 -
-
80
7.80
4.56
1 -
-
4' x 0,032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX.
L/80
ALLOWABLE SPAN
L/120 L/180
(FT)
L/240
10
20.50
20.50
20.11
19.24
20
19.61
19.24
17.49
15.74
30
18.17
17.49
14.87
12.24
40
16.72
15.74
12.24
8.74
50
15.28
13.99
9.62
5.25
60
13.84
12.24
7.00
1.75
70
12.40
10.49
1 4.38 1
-
80
10.95
8,74
1 1.75 1
-
6' x 0,032
(ALLOWABLE
x 1 - LB EPS PANELS
CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX,
L/80
ALLOWABLE SPAN
L/120 L/180
(FT)
L/240
10
24.00
24.00
24.00
23.42
20
23.34
23.21
21.82
20.22
30
22.10
21.63
19.42
17.02
40
20.86
20.05
17.02
13.82
50
19.62
18.47
14.62
10.62
60
18.38
16.89
12.22
7.42
70
17.14
15.30
9.82
4.22
80
15.91
13.72
1 7.42 1
1.02
3' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX.
L/80
ALLOWABLE SPAN
L/120 L/180
(FT)
L/240
10
19.33
18.95
18.31
17.66
20
18,11
17.66
16.36
15.06
30
16.80
16.36
14.41
12.46
40
15.49
15.06
12.46
9.86
50
14,18
13.76
10, 51
7.26
60
12.87
1 12.46
8.57
4.67
70
11.57
1 11.16
1 662
2.07
80
10.26
1 9.86
1 4.67
-
4' x 0,024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX.
L/80
ALLOWABLE SPAN
L/120 L/180
(FT)
L/240
10
21.97
21.97
21.52
20.97
20
20.77
20.77
19.86
18.76
30
19.57
19.57
18.21
16.55
40
18.36
18.36
16,55
14.34
50
17.16
17.16
14.89
12.13
60
15.96
15.96
13.24
9.93
70 1
14.75
14.75
1 11.58
7.72
80 1
13.55
13.55
1 9.93
5.51
6' x 0,024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX,
L/80
ALLOWABLE SPAN
L/12W22.18
(FT)
L/240
10
23.93
23.93
20.03
23.60
20
23.20
23.20
18.81
22.46
30
22.47
22.47
17.58
21.33
40
21.75
21.75
16.35
20.20
50
21.02
21.02
15.12
19.07
60
20.29
20.29
13.89
17.94
70
19.57
19.57
18.79
16.81
80 1
18.84
18.84
1 17.94
15.68
GENERAL NOTES
I . Composite panels shall be constructed using type 3003-H154 aluminum facings, 1 or 2 PCF ASTM C-578 carpenter brand EPS
adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in
accordance with approved fabrication methods.
2. Elite roof panels maintain a UL 1715 (int) class `B' (ext) rating and are NER-501 approved.
3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code
6" Edition (FBC), composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and
Chapter 26 Section 2603. All local building code amendments shall be adhered to as required.
4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including
load combinations) using the data from the allowable loads tables and spans in this approval.
5. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ. In HVHZ, this product shall be used
in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVHZ
requirements are met.
6. Safety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for
Aluminum Structures Part 1 and conforms to the FBC Chapter 16 and 20.
7. Testing has been conducted in accordance to ASTM E72-05: Strength Test of Panels for Building Construction.
8. Reference test reports: HETI-05-1988, HETI-06-2104, HETI-06-2066, HETI-06-2105, HETI-06-2067, HETI-05-1002, HETI-
06-2107, HETI-05-1987, HETI-06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, HETI-05-1991, HETI-06-2072,
HETI-06-2073, HETI-06-2074, HETI-05-1996, HETI-05-1989, HETI-05-1993, HETI-05-1985, HETI-05-1995, HETI-05-
1990, HETI-05-1997, HETI-05-2037, HETI-05-2029, HETI-05-2039, HETI-05-2030, HETI-05-2041, HETI-05-2048, HETI-
05-2036, HETI-05-2031, HETI-05-2038, HETI-05-2065, HETI-05-2040, HETI-05-2042.
9. Linear interpolation shall be allowed for figures within the tables shown.
10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include
the strength of the fan beam to exceed shown figures as part of site-specific engineering.
w
U
U
V)
N
0
C
x 0,030
(A-L-��
2 - LB EPS PANELS
CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX,
L/80
ALLOWABLE SPAN
/120 L/180
(FT)
L/240
10
24.17
20.03
19.42
18.81
20
1
18.81
17.58
16.35
30
17.93
17.58
15.73
13.89
0
16
16.35
13,89
11.43
50
15.74
15.12
12.05
8.97
0
4
13.89
10.21
6.52
70
13.55
12.66
8.36
4.06
80
12.46
11.43
6.52
1.60
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
• Q
0000••
4' x 0,030 x
(ALLOWABLE
2 - LB EPS PANELS
CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX.
L/80
ALLOWABLE SPAN
L/120 L/180
(FT)
L/240
10
24.17
24.17
24.17
24.17
20
23.64
23.64
23.41
23.11
30
22.57
22.57
21.90
21.01
40
21.51
21.51
20.39
18.91
50
20.45
20.45
18.88
16.80
60 1
19.39
19.39
17.37
14.70
70 1
18.33
18.33
15.86
12.59
80 1
17.26
1 17.26
14.35
10.49
6' x 0,030 x
(ALLOWABLE
2 - LB EPS PANELS
CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX.
L/80
ALLOWABLE SPAN
L/120 L/180
(FT)
L/240
10
24.00
24.00
24.00
23.84
20
23.65
23.65
23.34
22.84
30
22.94
22.94
22.59
21.85
40
22.23
22.23
21.85
20.85
50
21.53
1 21.53
21.10
19.86
60
20.82
1 20.82
20.36
18.87
70
20.11
1 20.11
19.61
17.87
B0
19.40
1 19.40
18.87 1
16.88
SEAL JOINT WITH
CONTINUOUS CAULKING
J S
0000 O00000 Zd
)0000000000 tLA
BOTTOM FACINGS
INTERLOCKING CROSS SECTION
SLOPE
4' MAX WIDTH INTERLOCKING
PANEL (1/4'/FT MIN SLOPE)
OOOOOOOOOOOO w x
00 0 0OOOOO a w EPS CORE 1LB OR 2LB
O O„O OHO O a a
ALUMINUM BOTTOM JSPAN,
FACINGS
Imo --CLEAR SPAN (L) INSIDE TO INSIDE
ENGINEER OF RECORD TO PROVIDE
FOR ROOF CONNECTIONS & ADD TH
SUPPORTING STRUCTURE DETAIL BY WALL
THIS OR ANY OTHER ENGINEER.
O.H.
PO BOX 10039
Tam a, FL 33679
.T6I � EAV57-9955
0000 0000
cription
112 1_*F R f• •
117 Edition PRODUCT
APPROVAL •
• •
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DRAWN BY: DYK
CHECKED BY: DYK
SCALE: AS SHOWN
DATE: 2/19/12
OPTIONAL VVylLLUA-!.r7 j
GUTTER OR 1>1
DRIP CAP
O.••V\CENSE ••-.v/ ��
v' DO"?F_13nkM, P,F
FLA. REG. NUMBER 494197
.'bO KI A ASSOCIATES, LVd
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•'•.�199,6q�j� C
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This Item has
36' MAX IN FRONT & 25% IOm. PE on thl
OF PANEL WIDTH @ SIDES of this docum
(12' MAX AT SIDES) the signature
2017.08.161C
EPS ROOF PANEU SPAN DESCRIPTION
ren deh y��dand by Do Y.
fate using a gf nature. Printed copies
it are not considered signed and sealed and
ust be verified on any electronic copies.
2:35 -0600'
Drawing No. - FL -1001
SHEET 1 OF 1
GRAPHIC SCALE
20' 1 a 0 I cl 2a
( IN FEET )
1 INCH = 20 FT.
LEGAL DESCRIPTION:
LOT 4 AND EAST 'z LOT 5, BLOCK 118, OF "AN AMENDED PLAT
OF SECTION NO. 5OF MIAMi SHORE=", ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT BOOK 10, AT PAGE 47, OF THE
PUBLIC RECORDS OF XXXXXXX COUNTY, FLORIDA.
PROPERTY ADDRESS:
FOLIO NO. 11-2136-013-0180
358 NORTHEAST 104TH STREET
MIAMI SHORES, FL 33138
AREA OF PROPERTY: 9.226 SOJARE FEET AN:)/OR
0.212 ACRES Mme= OR LLSS.
CERTIFIED TO:
THIS BOUNDARY SURVEY HAS BEEN PREPARED FOR THE
EXCLUSIVE USE OF THE ENTITIES NAW_ HEREON. THE
CERTIFICATIONS DU NOT EXTEND TO ANY UNNAMED
PARTIES.
-ALFRE.DO PAD!L;_A
1.) THE ABOVE CAPTIONED PROPERTY WAS SURVEYED AND DESCRIBED BASED OIN
THE ABOW LEGAL DESC?'FTTON- PRCT 4 PY C[;ENT,
2.) BIS CERIFTCATXIN IS CKY FOR THE LANDS AS DESCRIBUI. -1 IS k0i e
CERIYICAAON OF TI AF, ZONING CA -'DENTS, OR FREEDOM Of Ft,%CXA+UF A.rt 3:.S.
MMIRACT NOT %E[I.
3.) TKX MAN BE ADDITVJKAL WST1-SCIKMi r" %#DW4 rrt IHS CK1t�A11 �
SURVEY THAT MAY BL ! U_W IN THE PL&tk RECOFSTS (F til- (004T ,
EXAM0110h, OF ABSTRACT OF TITLE VAL HAVE TO BE MADE TO I:A iE_F,yIIFA
RECORDED INSTRLAENTS, IF ANY AFFECTR+IC. THOS PRCPER11
4.) ACCURACY: THE E)'ECTED USE OF THE LAND, AS CLASSI CD NI FLORIDA
WiT,R.IM TEC?WA_ STANDARDS (5,}-T7 S.FAa..;, Il- 'FCSK1FI4;,Aj- Tti_' F. Atkl '•u
RELATIVE US?ANa ACtil::4l'.Y FOR kr- iWf (f bOUN iWi SUPVEr iS I FOOT
AN 7,500 FEET THE ACCURACY OBTAINED E1' ItEA_SILNUANT AND CALCLFAT04
CF A CLOSED OEoWTRC FJLT R E WAS FOUND TO EXCEED THIS RLLOREVE1NT.
5.) FQINDATIONS APD,/CR FOOTMIGS THAT MAY CROSS BEYOND THE BOUNDAP,'i
LINES OF THE PARCEL FiRFWl DFSC.J'dB T, ARE HK)T ^dHti)W
6.1 TYPE OF SURVEY_ BOUNDARY Sul;?Wy
7.) ELEVATIONS SI-OWIN HEREON ARE BASED ON TO M. NATIONAL GEODETIC
VERTICAL DATUM CF 1.929 (N -CV -D.29)
a)
ALL MEASUpc ENT,ARE RN ACCORDANCE NtTHi THE UNITED STATES
STANCAAfD U -S. FOOT
9.) COPITACT THE APPROPRIATE AUTHRITY Pf;dM TO ANY DESV_Zt4 WORK, ON
THE KY43 N CFSEi39ED PARCEL FOR BUG.C",- AND Z0'" t3-(FJAA X* -
T0.) LIPDERCROtAd} UP1tJ7WS ARE NOT DEPICTED HEREON. CONTAC.I li-f-
APPRCPRLATE AUTH1CMTY PRIOR TO ANY Ef.9(W W_44�. "F1 CO WN,tt-^,KiiCl: iFl
THE PRCPEPTI -+EREW !kSCCdHLU afi^rEYCF' SkLAI I BE NCt?+F f_ A` TO ANY
DEMATK7N FKU uTYIiES SIAN" iA M ON.
11.) ENCU B 44CM NOT 94-'W4 (AV Itt: : t A i
1'') RE MRII'lEN Cr
_WSCN;T OF 1 MCUARK SLVIA-,1f1+; & ASSCC:ATES, INC.
44)ERGROUNLI Cy FOOTtvG, FCI.RNUA F_xt5 CF CTHER IMPROVEMENTS
WERE NO'I LOCATED
T3) CXEY Ltgal AND AKM CRIOUN) ENCS' -_V.0- A NTS LCCA -ED.
-A.) WALL FES ARE TO THE I.ACE CC To{ WALL.
FENCE (,,Aty£R9-KP Wil H7EF7. NEG.
5£AFNS REFErD' L TI -1 L+Hr NCHTFL' At bk
T7.) BDY40MY SURVEY MFANN< A OkAVAKI APO/lEV. •_FAF*Fi RE;:PEScNTATICN
Cf 7+E aR%t t WOR- f£F'r +RMI. - N THE FIELD.
1 a 1 T,P_ 0ENTIF;CA710N FCC.110 N 'F LF£F T . C FTE^ _ LMP S !v_ TE
19: TrE 4'UFCEE _£ DAT SG, *iF THE PFF •ARA%1Ji rF W' C y IDAF.r
cC�c� IS -AN AIAET'LE , 11 },T OF `LCTafN NO tee NAtAi SNS+-".' W }?LEO
%A! DC+ r. 10. A; PAtf
r r I „y1r. MAF• t'P _t A. •A 1 • iH }LTtf:[. Fr -c< t .F[
- __ FFFT :F
r� �� o lmOUNIDA Y UIRMY�Y
N.E. 104TH STREET
75' DEDICATED RIGHT-OF-WAY-
19' ASPHALT PAVEMENT
t23' PARKWAY
7-7-77-777-777
. :.�
- -
0.00'
FOUND
of
r ,,"
x
FOUND �' FOUND"
IRON PIPE
•
B,M.
DENOTES BENCPL MARE.
f !
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(NO ID.)
CONC.
L.P
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1 1 3
(NO ID.) (NO ID.)
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CONCRETE.'"" 19.00'
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ONE STCRY
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NO. 358
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-DENOTES ELEVATONS
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=DENOTES CO47-ETE PA -C
a
�
01
ON LIN
ITHE EAST
J
FOUND 4"
A OF LOT 5
IRON BAR
I 15.00
4 -50.00'
i
1.76'
i 9.0' 1!
oSHED I ��
f
N
.{NO ID.) b- .. �. __ i1xr, _i I B.S. i1HL:
—wr —°'— 91�•r—a—a—a—a w —ox—w a w a
75.00'
c
15 ALLEY
-J-.76'
�N LINE
FOUND
IRON BAR
.'
No ID.)
�I.•�.--•tea --w—w
LOCATION MAP
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