RC-08-22-2157Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address Parcel Number
77 NE 106TH ST, Miami Shores, FL 33138 1121360060310
Contacts
Tomas Castellanos Owner HOME OWNER Contractor
77 NE 106 ST HOME OWNER
TOMAS. E.CASTELLANOS@GMAI L.COM
i
� ? Inspection Requests:
Description: ALUMINIUM INSULATED ROOF CANOPY N ! Valuation: $ 4,500.00
3�? + 762, 949
E
Total Sq Feet: 320.00
01
�
Dees
Amount
Application Fee - Other
$50.00
CCF
$3.00
DBPR Fee
$2.03
DCA Fee
$2.00
Education Surcharge
$1.50
Permit Fee
$85.00
Planning and Zoning Review Fee
$70.00
Scanning Fee
$12.00
Structural Review ($60)
$60.00
Technology Fee
$13.50
Total:
$299.03
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$299.03
Credit Card
08/25/2022 $50.00
Credit Card
10/21/2022 $249.03
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 construcU'apcjind zoning. Futhermore, I authorize the above named contractor to do the work stated.
l " s ET (27de116,00-3 b �-
AAnorized Signature: Owner / Applicant / Contractor / Agent bate
October 21, 2022 Page 2 of 2
Miami Shores Village RjEcP'1VP'I:)
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY:AL
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FoUly "I I► [�l
PE MIT APPLICATION
BUILDING ❑ ELECTRIC ❑ ROOFING
F C 20Zb�
Master Permit No.
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 7 )j C
City: Miami Shores County: Miami Dade Zip: J5j 3 6
Folio/Parcel#: I (� ��13� -� -- p, /o Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
// %
OWNER: Name (Fee Simple Titleholder): r / Z%►"��S GIsle �(ay Phone#:
Address:
qq `7 7 A-)%
I..'t 51 / C76 —
City: �larfrl 5ho (e_F4 State: r17 Zip:
Tenant/Lessee Name: Phone#:
Email: -�f1 ', v • finsJeAit1k1s Oc avriakl
CONTRACTOR: Company Name: �l 01. JbL-(� Phone#:
Address:^
Email:
Qualifier Name:
one#:
State Certification or Registration #: Certificate of Competency #:
DESIGNER: Architect/Engineer: —1st>e— C (v1,e Z, Phone#:
City:
Zip:
L aG�
Value of Work for this Permit: $ '-'r 7 (� Square/Linear Footage of Work:
Type of Work: E Addition ❑ Alteration ❑ New II ❑ Repair/Replace ❑ Demolition
Description of Work: Mo fM I i lyrv- &)off'" (bana-1
Specify color of color thru tile:
Submittal Fee $
Scanning Fee $
Technology Fee $_
Structural Reviews $
(Revised04/05/2022)
Permit Fee $
DCA Fee $
Training/Education Fee $
CCF $
DBPR $
CO/CC $
Notary $
Double Fee $ _
P&Z Review $ Bond $
TOTAL FEE NOW DUE $ I ��
Bondin°g 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: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
r
X Signature i Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
`J day of 20 22. , by
who is personally known o
CONTRACTOR
The foregoing instrument was acknowledged before me this
day of , 20 , by
, who is personally known to
me or who has produced as me or who has produced
identification and who did take 4 iden fication and who did take an oath.
_ ;%
MERL
INE CHERY
NOTARY PUBLIC: #: " MY COMMISSION#HH262 RY PUBLIC:
p" EXPIRES: AprA 12, 2026
•�.CI F O,.
Sign: Sign:
Print: A Ql_^iJ � Print:
as
Seal: y Seal:
+d�!;;.�;'trt, YAMILYS CONCEPCION
R COMMI1010n # GO 303825
' ExPIMS Fsbruery 19, 2023
APPROVED BY Plans Examiner l Zoning
01 I` � Structural Review Clerk
(Revised04/OS/2022)
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:_._1_(O11M_`j 62"4_ U6DATE: & IP-2,
ADDRESS: —7i P L 106
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.
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 I 1 —
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 f
t
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 CC C_
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 I ��
5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
Initial T4:!F C
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 —7--ie C_
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 "VE."R_
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.
Initial
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.htmi
Initial —7—e c,
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:
`7-7 JJ E, 1O&
Initial —F C/
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.
Initial ^='F—
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
Produced there License or
2 Z day of U,,M, , 20 2 '2-
was personally known Jo me or who has
as identification.
4 ! I. -N, YAMILYS CONCEPCION
Commission k GG 303823
Expires February 19, 2023
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OWNER NOTARY
LEGEND AND
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Miami Shores Villa ilding DeparkW �tj�
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Subject to compliance
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Permit#
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AA.r Aorta• "M Land Survey« 9 Pranw •p-297*"con
Property Address:
77 NE 106th Street Miami Shores, Florida 33138
Legal Description:
Lot 15, Block 207, DUNNING'S MIAMI SHORES
EXTENSION No 2, according to the Plat thereof,
recorded in Plat Book 41, Page 78, of the Public
Records of Miami -Dade County, Florida.
Folio No: 11-2136-006-0310
SCHEDULE B, SECTION II of the Title Commitment
1. Defects, liens, encumbrances, adverse claims or other matters, if any created, first appearing in
the public records or attaching subsequent to the effective date hereof but prior to the date the proposed
Insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment
Not a survey matter
2. Rights or claims of parties in possession.
Not a survey matter
3. Easements or claims of easements not shown by the public records.
If there is any, this information has to be provided to us to show it on the survey
4. Any encroachment. encumbrance, violation, or adverse circumstance affecting the title that would be disclosed by an
accurate and complete land survey of the land. The term encroachment includes encroachments of existing improvements
located on the land onto adjoining land, and encroachments on the land of existing improvements located on adjoining land.
Refer to this survey
5. Any lien or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed bylaw and not shown
by the public records.
Not a survey matter
6. Intentionally deleted
7. Intentionally deleted
8. Taxes for the year 2019 and subsequent years which are not yet due and payable.
Not a survey matter
9. Easements, dedications, restrictions, covenants and conditions as set forth in the Plat of DUNNING'S MIAMI SHORES
EXTENSION NO. 2, recorded in Plat Book 41, page 78.
Any matter affecting this property is shown on this survey
Title Commitment By WFG National Title
Insurance Company
Commitment No: FL19161466
Commitment Date: May 13, 2019
® 11:59pm
Flood Plain Information:
Flood Zone: X; Panel No: 12086C0302L,
effective 09-11.2009; Community Name/
No.: City of Miami Shores/120652
Boundary Survey
Scale V= 20'
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•Tgmas E. Castellanos; Holland & Knight,
-
-LLO; WG National Tito Insurance
LEGAL NOTES y
Of o7!
19 -
Company; Citibank, N.A., its successors
^
itb Srvfy dow not nerd or d"alkw a.nrrrtdpr 1pd Ot■atil- oaid bI'q.
-
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ent]Vor•assigns as their interests may
appear
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� Order No 19-0184
aloppK .
S�-
PROPOSED ALUMINUM INSULATED CANOPY FOR:
Tomas Castellanos
77 N.E. 106th Street
Miami, Florida 33138
A,L
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EXISTINGAT HAL�PA"VE ENT "`
AERIAL VIEW
N.T.S.
I I I
I---------------
12 6BOX BEAM 1 2x6BOX BEAM
W F: 38
W F: 38
W F: 38
o
4" INSULA
ED ALUMINUM
ROOF
LUM. FACE TOT
& BOT. WITH 2 LE
DENSITY FOAM CORE
u.030'
Q
(FL
APPROVAL #: 7,161)
CO
TO
."U"CHANNEL
OSTSTRUCTURE
FASTENED
-
------
EXISTING C.B.S. RESIDENCE
No. 77
TPLAN VIEW
1/8" :1,4,
`EXISTING MASONRY WALL.
NTERED
AUG 2 5 2022
__
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_ 75.00'
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LEGAL DESCRIPTION:
;
EXI TING ASPHI DRIVEWAY Li eivEwnv ^ �
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13.80•
LOT 15, BLOCK 207, "DUNNINGS MIAMI SHORES 7', ACCORDING
p•-M
SE1$ACK
TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 41, AT PAGE 78,
THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
A
PROPERTY ADDRESS:
ryl
M
N
FOLIO No. I I-2136-0060310
'-
77 NE 106th STREET
I
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I
MIAMI, FLORIDA 33138
EXIST. I - STORY C.B.S. RESIDENCE
No. 77
SITE PLAN LEGEND:
i
O PROPOSED ALUMINUM INSULATED CANOPY,
APPROX. 320 SQ. FT.
1
1
,
EXISTING PROPERTY LINE
I
I
EXISTING W HOUSE MASONRY WALL
I
f EXISTING PAVERS.
,
- - - EXISTING CROWN OF ROAD
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,
,
„111111111tt,, Digitally signed
_10" by JOSE A
1,10'031609 �= MARTINEZ
Date:
O'• STATE OF
' �'••' A2GRIDP `,"
,FS'•........: Vic, 2022.08.16
",S�ONIALj,,,v``` 15:48:59-04'00'
_ N.E. 106th STREET
EXISTINGASPHALTPAVEMENT -
SITE PLAN
4" x 0.030" x 2 LB. EPS PANELS
ALLOWABLE CLEAR SPAN CHART
NET ALLOWABLE
LOAD (PSF)
MAXIMUM ALLOWABLE SPAN (FT)
L / 80
L / 120
L / 180
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
18.91
60
19.39
19.39
17.37
14.70
70
18.33
18.33
15.86
1 12.59
80
17.26
17N
14.35
10.49
SCOPE OF WORK:
1. PROPOSED ALUMINUM INSULATED CANOPY
DRAWING INDEX:
A-1 COVER PAGE- PLAN VIEW
A-2 ELEVATIONS - DETAILS
PROJECT DATA:
APPLICABLE CODES: FBC 2020 (RESIDENTIAL) & FBC 2020 (EXISTING BUILDING)
LEVEL OF ALTERATION: ADDITION
CONSTRUCTION TYPE: TYPE III
OCCUPANCY USE: RESIDENTIAL (R-3)
GENERAL NOTES & DESIGN CRITERIA:
1. CONTRACTOR TO VERIFY ALL DIMENSIONS. NOTIFY ENGINEER IF ANY DISCREPANCY.
2. SEE ATTACHED SPEC SHEET AND/OR CALCULATIONS FOR ADDITIONAL DETAILS.
3. APPLICABLE BUILDING CODE: FBC 2020 (71h EDITION)
4. ASCE 7-16 WIND CODE
5. 175 MPH WIND ZONE
6. EXPOSURE C
7. RISK CATEGORY 2 STRUCTURE
8. ALLOY: 6061-T6
9. ROOF LIVE LOAD = 30.0 P.S.F.
10. NO EXTRA LOAD IS PERMITTED TO BE APPLIED ON THE STRUCTURE AT THE TIME OF
THE INSTALLATION.
11. CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON
ROOF INCLUDING, BUT NOT LIMITED TO ANY CONCENTRATED LOADS WHICH MAY
JUSTIFY GREATER DESIGN CRITERIA.
12. ALL FASTENERS TO BE #10 OR GREATER ASTM F593 COLD WORKED 304 STAINLESS STEEL
UNLESS OTHERWISE NOTED,
13. ALL ANCHORS FOR ALUMINUM SHALL BE SPACED WITHIN 2 TIMES DIAMETER END
DISTANCE AND 2 TIMES DIAMETER MINIMUM SPACING TO ADJUST ANCHORS,.
14. CONTRACTOR MAY USE LARGER SECTIONS FOR BEAMS AND COLUMNS.
15. ROOF PANEL SHALL BE SLOPED MINIMUM 1/4" PER FOOT.
FOUNDATION NOTES:
1. ALL REINFORCING STEEL TO BE GRADE 60 WITH YIELD STRENGTH 40 KSI.
2. THE EXISTING SOIL MEETS OR EXCEEDS THE MINIMUM REQUIRED LOAD BEARING
CAPACITY OF 2000 P.S.F.
3. SOIL COMPOSITION IS SANDY AND LIMEROCK.
4. CONCRETE STRENGTH FOR ALL FOUNDATIONS SHALL BE 2500 P.S.I. MINIMUM.
5. FILL PLACED WITHIN 5'-0" OF THE STRUCTURE PERIMETER CONSIST OF CLEAN GRADED
SAND IN MAX 12'.
6. SPLICES SHALL BE 40 BAR DIAMETER ALL AROUND THE CORNERS AND CHANGES OF
DIRECTION.
7. CORNER BARS SHALL BE 40 BAR DIAMETER IN EACH WAY.
8. MAXIMUM WATER -CEMENT RATIO BY WEIGHT TO BE OA.
PLAN LEGEND:
C-1 3 x 3 x 1 /8" ALUMINUM COLUMN.
WF: 38 38" x 38" x 36' DEEP ISOLATED CONCRETE TOOTER
REINFORCED WITH 4- #5 EACH WAY, TOP AND 4- #5
EACH WAY, BOTTOM.
NOTE:
COAT BOTTOM OF COLUMN WITH ANTI CORROSIVE
BITUMINOUS PAINT.
SOIL STATEMENT:
BASED ON A VISUAL INSPECTION OF THE SITE, THE FOOTINGS HAVE
BEEN DESIGNED FOR A SOIL BEARING CAPACITY OF 2000 P.S.F.
NOTE:
A LETTER WILL BE SUBMITTED AFTER THE GROUND HAS BEEN BROKEN
ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION
CONDITIONS ARE SIMILAR TO THOSE UPON THE DESIGN IS BASED.
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SCALE:
AS SHOWN
DATE:
08/09/22
BUILDING CODE:
FBC 2020
10
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JOSE MARTINEZ, P.E.
-,� sir...........
LIC. N031509
SHEET NUMBER:
I
4" ALUMINUM INSULATED ROOF PANELS WITH
030" ALUMINUM FACING AT TOP & BOTTOM
WITH 2 LB. DENSITY POLYSTYRENE FOAM CORE.
SLOPE =1/4 I (FL. APPROVAL #: 7561)
EAST ELEVATION
1/8" :1'-0"
ErT'I'E1�ED
AUG 2 5 2022
o
°° 13Y:
4" ALUMINUM INSULATED ROOF PANELS WITH
.030" ALUMINUM FACING AT TOP & BOTTOM
WITH 2 LB. DENSITY POLYSTYRENE FOAM CORE.
(FL. APPROVAL #: 7561)
C-1 Cd C-1 b
NORTH ELEVATION
1/4" : I'-0"
I I
125"
M
POST
(3x3xl/8)
4" ALUMINUM INSULATED ROOF PANELS WITH
.030" ALUMINUM FACING AT TOP & BOTTOM
WITH 2 LB. DENSITY POLYSTYRENE FOAM CORE.
(FL.APPROVAL #:7561)� ESLOPE =I/P:141'
2,5' 2"
14 GA
m
.125" .125" .125"
WEST ELEVATION
1/8" : IA"
CONTINUOUS ALUMINUM "U" CHANNEL WITH
# 14 S.M.S. AT 6" ON CENTER AND 3/8" x 2-1/4'
TAP -CONS AT 1 WON CENTER.
INSULATED ALUMINUM ROOF
PANEL.
SLOPE = I'_
#10x4"S.M.S. WITH 1-1/4"FENDER WASHER
AND NEOPRENE GASKET AT 17' ON CENTER.
ALUMINUM E-GUTTER FASTENED
WITH # 10 x 3/4"TEK SCREWS,
TOP AND BOT., 5 PER PANEL.
—
3 x 3 x 1 /8" ALUMINUM COLUMN.
EXISTING
CONCRETE ! ui-1
j Appp _ `L ✓lC
RECEIVING CHANNEL DETAIL 1-1/2": IA"
�.:...,
(INSULATED PANEL TO CBS WALL) 711A<
4" ALUMINUM INSULATED ROOF PANELS WITH
.030" ALUMINUM FACING AT TOP & BOTTOM
WITH 2 LB. DENSITY POLYSTYRENE FOAM CORE.
` SLOPE = 1 /#' : F-9
I
E 2 x 6 x 1 /8" BOX BEAM FASTENED WITH
2- 1 /4" THRU-BOLTS AT EACH COLUMN
LOCATION AS SHOWN.
BEAM TO COLUMN DETAIL
3 x 3 x 1 /8" ALUMINUM
STEEL INSERT BOX BEAM BOX BEAM BOX BEAM BOX INSERT
(2 x 6) (2 x 7) (2 x 8)
ON CENTER, STAGGERED.
I I —
.044'
LEDGER
(2 x 6.5)
GENERAL CONSTRUCTION NOTES:
1. ALL WORK SHALL CONFORM TO THE LATEST EDITION FOR THE FLORIDA BUILDING CODE 2017 (6th EDITION),
7. CONTRACTOR SHALL INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS.
AND ALL OTHER APPLICABLE LOCAL CODES.
8. FASTENERS SHALL HAVE A MINIMUM OF 21NCH HEAD OR BE PROVIDED WITH MINIMUM 1/21NCH DIA. WASHER.
2. ROOF IS DESIGNED FOR 30 PSF LIVE LOAD, L/120 FOR SPANS EQUAL OR LESS THAN 12, AND L/180 FOR
SPANS GREATER THAN 12 FEET.
9. BOLTS AND ALL OTHER FASTENERS SHALL ALUMINUM, NON-MAGNNECTIC STAINLESS AND HOT -DIPPED/
ELECTRO-GALAVANIZED STEEL/DOUBLE CADMIUM PLATED STEEL WITH COATING FOR CORROSIVE RESISTANCE.
3. SOIL STATEMENT AND ALLOWABLE SOIL BEARING CAPACITY:
BASED ON A VISUAL INSPECTION OF THE SITE, THE FOOTINGS HAVE BEEN DESIGNED FOR A SOIL BEARING
10. DIMENSIONS AND CONDITIONS:
CAPACITY OF 2000 PSF.
ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY THE CONTRACTOR IN THE FIELD PRIOR TO CONSTRUCTION
ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGN PROFESSIONAL.
4. ALL CONCRETE (EXISTING AND NEW) SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI.
WRITTEN TAKES PRECEDENCE OVER SCALE AT ALL TIMES. DO NOT SCALE DRAWINGS. REQUEST CLARIFICATION
FROM THE DESIGN PROFESSIONAL IF DIMENSIONS ARE UNCLEAR.
5. ALL CONCRETE ANCHORS SUPPORTING COLUMNS SHALL BE INSTALLED A MINIMUM EDGE DISTANCE
OF 3 INCHES AND HAVE A MINIMUM 2.5 INCHES EMBEDMENT WITH MINIMUM ULTIMATE 10 STRENGTH
11. CONFLICTS IN DOCUMENTS:
OF 60 KSI.
IF CONFLICTS OCCUR IN OR BETWEEN ARCHITECTURAL AND ENGINEERING DOCUMENTS, BETWEEN DRAWINGS
AND FIELD CONDITIONS OR OTHERWISE, THE CONTRACTOR SHALL NOTIFY THE NOTIFY THE DESIGN PROFESSIONAL
6. ALL ALUMINUM STRUCTURAL COMPONENTS SHALL BE OF 6065-T5 OR 6061-T6 ALLOY AND BE CERTIFIED TO
IMMEDIATELY FOR CLARIFICATION AND DIRECTION BEFORE PROCEEDING. THE CONTRACTOR SHALL COORDINATE
COMPLY WITH ALL APPLICABLE SPECIFICATIONS.
ALL DIMENSIONS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE WORK.
CONCRETE FOOTING
1-1/2" :1'-0"
2- 3/4" x 2- 3/4" x 7' x 1 /8" 'U" CHANNEL
WITH 4- #14 TEK SCREWS EACH SIDE
AND 1 /4" x 3" ANCHORS.
COLUMN BASE ATTACHMENT DETAIL No. 2 1-1/2':IA'
(OPTIONAL)
Digitally signed
FR'?a? byJOSEA
No. 0315M MARTINEZ
Date:
-0 '•. STATE OF
i�(C`S'• F<ORID>'. •'G 2022.08.16
.�`�
II I I I I1111 15:49:32 -041 001
38" x 38" x 36" DEEP ISOLATED CONC. FOOTER
REINF. WITH 4- #5 EACH WAY, TOP AND 445
EACH WAY, BOTTOM.
NOTE:
COAT BOTTOM OF POST WITH ANTI CORROSIVE
BITUMINOUS PAINT.
WELL COMPACTED FILL.--1
3 x 3 x 1 /8" ALUMINUM COLUMN.
#5 REBAR x 17LONG THROUGH
COLUMN BASE AS SHOWN.
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U.A.F.
SCALE:
AS SHOWN
DATE:
08/09/22
BUILDING CODE:
FBC 2020
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DOSE MARTINE2, P.E.
�F'i
UC. #031509
SHEET NUMBER.
A-2
ISOLATED FOOTER DETAIL 1-1/2": IA"
2/18/2021 Florida Building Code Online
Professional R•► ►
- L LJ
BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links Search
Florida
pr QiO
Product Approval
USER: Public User
LrylMb4 �eS4
$PILASAYW ;Yn
Product ARoroval Menu > Product or Application Search > Application List > Application Detail
FL #
FL7561-RS
Application Type
Revision
Code Version
2020
Application Status
Approved
gF�p�0
Comments
Archived
Product Manufacturer
Elite Aluminum Corporation
Address/Phone/Email
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954) 949-3200
dk@dokimengineering.net
Authorized Signature
Do Kim
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 12/31/2023
Validated By James L. Buckner, P.E. @ CBUCK Engineering
Validation Checklist - Hardcopy Received
Certificate of Independence FL7561 R5 COI certificate of indeoendence.pdf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1709.2
https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vc%2bRB4bKA13Rr85k%3d 1/2
DO Kim & A88OCIATE9, LLC
CONSULTING STRUCTURAL ENGINEERS
Florida Board of Engineers Certificate of Authorization No. 26887
Certificate of Independence
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 in the accompanying Florida Product Approval.
Do Y Digitally signed
by Do Y Kim
Date:
Ki M 2020.08.06
13:51:17-04'00'
Do Kim, P.E.
FL #49497
P.O. Box 10039 813.857.9955
Tampa, FL 33679 DoKimEngineering@gmail.com
DO Kim & A8SOCIATES, LLC
CONSULTING STRUCTURAL ENGINEER13
Florida Board of Engineers Certificate of Authorization No. 26887
Product Evaluation Report
Date: August 8, 2020
Report No.: FL# 7561-R5
Product Category: Roofing
Product sub -category: Products Introduced as a Result of New Technology
Product Name: EPS Foam Core w/ Aluminum Skin Composite Panels
Manufacturer: Elite Aluminum Corporation
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
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, 7' 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.
>>-0 Y.
4�CENgF
No. 49491�
Digitally
\•,: �l(
Q a' STATE OF
signed by
Do YDoYKim
'
FCORIDP.•`�j�r
;�Tssf .......... `\
Date:
zozo.os.oe
Kim
�NAI Vt`
13:53:18
-04'00•
TH, item I+as b—digits IYslgn dandsea',d Ly Co-m,
air :F.e aeteadjac•'1 l h' w'c Pi:',tod:aP--'—t Ihi;
ao;omeo, are � � sosmeree:;E�:ed a,a.-aled,r.a t=e
s�s�s�.e „�:u be e�,inea �r. a , � alectranm coFiea.
Do Kim, P.E.
FL #49497
P.O. Box 10039 813.857-9955
Tampa, FL 33679 dk@dokimengineering.net
Sheet 1 of 3
DO Kim & A880CIATE9, 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 7'i' 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 considered living areas"
per Section 1616 unless impact resistance in accordance to the HVHZ requirements are met.
3. Each product listed above shall be installed in strict compliance with its respective Product
Evaluation Document and site -specific engineering along with all components noted herein.
4. Use of each product shall be in strict accordance with its Product Approval Evaluation and
Limitations of Use.
5. Composite panels shall be constructed using type 3003-H154 aluminum facings, 1 or 2 PCF
ASTM C-578 Dyplast Products LLC brand EPS foam insulation (NOA No. 16-1129.05) adhere
to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel
products only in accordance with approved fabrication methods.
6. Elite roof panels maintain a UL 1715 (int) class `B' (ext) rating and are NER-501 approved.
7. This specification has been designed and shall be fabricated in accordance with the requirements
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 load
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
ELITE PANEL SPAN TABLES:
3" x 0,024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX, ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
16.17
Jill .76
15.03
14.10
20
13.44
1 13.44
12.22
10.35
30
10.78
1 10.78
9.41
6.60
40
9.22
9.22
6.60
2.85
50
8.17
8.17
3.79
-
60
7.40
6.39
0.98
-
70
6.81
4.51
-
-
80
6.33
2b4
-
-
4" x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
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 1
9.92
9.92
9.44
6.22
60
9.13
9.13
7.51
3.64
70 1
8.52
8.52
5.58
1.07
80 1
8.02
8.02
3.64
-
6" x 0,024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX, ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
23.00
1 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
12.10
12.10
12.10
10.91
60
11.17
11.17
11.17
8.43
70
10.44
10.44
10.3-0-T
5.95
80
9.85
9.85
8.43
3.47
Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf).
3" x 0,032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)l
MAX. ALLOWABLE SPAN (FT)
L/80
L1120
L/180
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
5.51
0.76
60
10.75
1 8.36
1 2.66
1-
70
9.27
1 6.46
-
-
80
7.80
1 4.56
-
-
4" x 0,032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)l
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
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
1 12.24
1 7.00
1.75
70
12.40
1 10.49
1 4.38
-
80
10.95
1 8.74
1 1.75
-
6" x 0,032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)l
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
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
V9.62
18.47
14.62
10.62
60
18.38
16.89
12.22
1 7.42
70
17.14
15.30
9.82
4.22
80
15.91 1
13.72 1
7.42
1.02
3" x 0,024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
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
9.66
50
14,18
13.76
10.51
7.26
60
12.87
12.46
8.57
4.67
70
11.57
11.16
6.62
2.07
80
10.26
9.86
4.67
-
4" x 0,024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)l
MAX, ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
21.97
21.97
21.52
20.97
20
20.77
20.77
19.66
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
14.75
14,75
11.58
7.72
80
13.55
13.55
9.93
5.51
6" x 0,024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)l
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
23.93
23.93
23.68
23.60
20
23.20
23.20
23.03
22.46
30
22.47
22.47
22.18
21.33
40
21.75
21.75
21.33
20.20
50
21,02
21.02
2F0.49
19.07
60
20.29
2029
19.64
17.94
70
19,57
11
18.79
16.81
80
18.84
18.84
17.94
15.68
GENERAL NOTES
1. Composite panels shall be constructed using type 3003-H154 aluminum facings, 1 or 2 PCF ASTM C-578 carpenter bland 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 LJL 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
71 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 load 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: Strength Test of Panels for Building Construction.
8. Reference test reports: 14ETI-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 fiizures as nart of site -specific enoinPPrinv
3" x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
20.11
20.03
19.42
18.81
20
19.02
18.81
17.58
16.35
30
17.93
17.58
15.73
13.89
40
16.83
16.35
13.89
11.43
50
15.74
15.12
12.05
8.97
60
1 14.64
13.89
10.21
6.52
70
13.55
12.66
8.36
4.06
80
12.46
11.43
6.52
1 1.60
4" x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
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
9.39
19.39
17.37
14.70
70 1
18.33
18.33 1
15.86
12.59
80 1
17.26
17.26 1
14.35 1
10.49
6" x 0,030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)l
MAX. ALLOWABLE SPAN (FT)
1/80
L/120
L/180
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
E.53
H53
21.10
19,86
60
20.82
20.82
20.36
18.87
70 1
20.11
1 20.11
1 19.61
17.87
80 1
19.40 1
1940.
18.87
16.88
SEAL JOINT WITH]
CONTINUOUS CAULKING •�G ��
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0000 OOOOOn Za_ 2022
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i By,
BOTTOM FACINGS
INTERLOCKING CROSS SECTION OPTIONAL
GUTTER OR
DRIP CAP
SLOPE 4' MAX WIDTH INTERLOCKING
t PANEL (1/4'/FT MIN SLOPE)
O0ODO0OD0 0 z a
a w EPS CORE 1LB OR 2LB
0 0 0 0„0 on a A
ALUMINUM BOTTOM O00
FACINGS 00
Imo-- CLEAR SPAN (L) INSIDE TO INSIDE 00
0
Soo
ENGINEER OF RECORD TO PROVIDE 00
FOR ROOF CONNECTIONS & ADD THICKNESS OF 0
SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 00
THIS OR ANY OTHER ENGINEER. PANEL SPAN: 00
❑.H,
36' MAX IN FRONT & 25%
OF PANEL WIDTH @ SIDES
(12' MAX AT SIDES)
EPS ROOF PANEL/ SPAN DESCRIPTION
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
Tel: (813) 857-9955
Q0
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Edition PRODUCT V
APPROVAL
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ISSUED FOR FBC 7th
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CHECKED BY: DYK
SCALE: AS SHOWN
DATE: 2/19/12
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:00 YE"If iM, P:� I k'
l A. REG. NUMBER 4J4W'�
Thb item has been digitally signed and sealed by Do Y. Km
an the date adj,m,t tp the seal. Printed [,pies of tbls
dow-areoutconsideredsignedand mated and the
slgnalute must be verified on any eleetranl[ wpies.
DO Y Digitallysigned
byD. Y Ki.08.06 Drawing No. - FL-1001
Kim 13:55:58-04'00'
SHEET 1OF1