MCC-19-2409 (2)Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
Permit NO.: MCC-10-19-2409
,} �- Permit Type: Mechanical - Commercial
( � , I V� Work Classification: Alteration
Permit Status: Approved
Issue Date:01/21/2020 1 Expiration: 07/20/2020
Parcel Number
9835 NE 2ND AVE, Miami Shores, FL 33138 1132060134380
Contacts
9801 NE 2 AVENUE Owner
98352
UNITED RESTAURANT EQUIPMENT & Contractor
SERVICES CORP
REINALDO LOPEZ
509 W 27 ST, HIALEAH, FL 33010
Home: 3052190427
Inspection Requests:
Description: PROVIDE A WALK IN COOLER IN RESTAURANT SD Valuation: $ 7,500.00 3t15 762 d949
PER SHOP DRAWINGS
Total Sq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$4.80
DBPR Fee
$3.38
DCA Fee
$2.25
Education Surcharge
$1.60
Permit Fee
$175.00
Scanning Fee
$24.00
Structural Review ($90)
$90.00
Structural Review ($90)
$90.00
Technology Fee
$5.63
Total:
$446.66
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$446.66
Credit Card
01/21/2020 $446.66
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 mys f, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOOPS,IROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate pnfi tMat all work will be done in compliance with all applicable laws
regulating construction and zoning. Futhermore, I authorize the above named cot o,(; �he work stated.
Authorized Signature: Owner / Applicant / Contractor /
Date
January 21, 2020 Page 2 of 2
BUILDING
PERMIT APPLICATION
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: (30S) 762-4949
RE TOTED
t 10 2019
B : ) �T� ..
FBC 20 I
Master Permit No. t" lM- l 0_ ► 2"
Sub Permit No.
[ --]BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION RENEWAL
❑ PLUMBING MECHANICAL PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: !2�6 3� Ave
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: "— 3206 —013— LA380 is the Building Historically Designated: Yes NO _
Occupancy Type: 2 Load: 10 Construction Type: I I I Flood Zone: _ BFE: FFE: -3V
OWNER: Name
r (Fee Simple Titleholder): 9W 1 ,�arv� Ux- aA Phone#: c0S `7� I�V
" Address: t4` t I ME � A Jc �Ite, 4 20�n
City: �4IQmk State: :T7 LL Zip: 786 %79
Tenant/Lessee Name:/� hILS
Finail: 611')S/0') -5 1 Nsnc&S_f Inn toG r
CONTRACTOR: Company Name: J l* E T> 7 G v� L) k l� - Phone#: ' ) 2 I v—LFn
Address: S—V `T W 2--�
City: (—� \ State: . 33 D 10 ll
Qualifier Name: N Ay"t> C7 L-- 0 P Phone# Z ���� (� Q
State Certification or Registration #: OQk I F (9� 9 2 Certificate of Competency #: AC_ / P/ ?3 O'D 2
DESIGNER: Architect/Engineer:
Address: City: State: Zip:
Value of Work for this Permit: $ �—�! Square/Linear Footage of Work: � I
Type of Work: ❑ Addition,, &1 Alteration t r/ ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work (d1/(� G'l (Lx�ll`� (rl CO�I�r \n 7� rcAn Gi5
Specify color of color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $
Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $
CCF $ CO/CC $
DBPR $
Notary
Double Fee $
Bond $
TOTAL FEE NOW DUE $ 41 `7 (2) . 6(o
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable) _
Mortgage Lender's Address
Zip
City 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.
"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
;7
OWNER or AGENT CO TRACTOR
The foregoing instrument was acknowledged before me this
day of OC-6ber 20 l of by
who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY
Print:
seal: ,: MY COMMISSION # GG 23827
=a' <= EXPIRES: September 3, 2022
''•'•: "Whi:' Bonded n" Notary peblc thiderwrite
rs
:
The foregoing instrument was acknowledged before me this
day of 20 by
IWIAL D who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Print:16,
Seal: ""Yo SINDIA ALVAREZ
MY COMMISSION # GG 238273
Po: EXPIRES: September
�Notary , 3, 2022
. Oi F1.0.•' d DO PUbk UndeWters
#######################################################################
APPROVED BY� C1 w Plans Examiner
% 18� Structural ReviQw
(Revised02/24/2014)
Zoning
Clerk
M IAM I-MIAMI—DADS COUNTY, FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 S.W. 26 Street, Room 208
BOARD AND CODE ADMIMSTRATION DIVISION T (786) 315-2590, F (786) 315 2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
F & L Aluminum Parts, Inc.
1720 N.W. 22°d Court, Unit #3
Pompano Beach, Florida 33069
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-
Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product 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: Aluminum Stands for Rooftop Equipment
APPROVAL DOCUMENT: Drawing No. FNL.13001, titled "Aluminum Stands for Rooftop Equipment
(Round Posts)", sheets 1 through 3 of 3, with latest revision date 08/16/2018 prepared by Milton Cubas,
P.E., Inc, signed and sealed by Milton Cubas, P.E. on 08/16/2018, bearing the Miami -Dade County Product
Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade
County Product Control Section.
MISSILE IMTACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL 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.
TER1'IINATION 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 revises NOA No. 17-1226.24 and consists of this page 1 and evidence page E-1, as well as
approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao, P. E.
1!: 2 NOA No. 18-0828.09
CMIAMDADE COUNTY Expiration Date: May 15, 2024
IZ�afofl�
Approval Date: December 06, 2018
Page 1
F & L Aluminum Parts, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. FNL.13001, titled "Aluminum Stands for Rooftop Equipment (Round
Posts & Telescopic Crossbar)", sheets 1 through 3 of 3, prepared by Milton Cubas,
P.E., Inc., signed and sealed by Milton Cubas, P.E., on 08/16/18.
B. TESTS
1. None.
C. CALCULATIONS
1. Structural analysis and calculations, complying with FBC-2017, 6t' edition, submitted,
sheets 1 through 80 of 80, prepared, signed, sealed, and dated 08/07/18 by Milton
Cubas, P. E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement of conformance complying with FBC-2017 along with structural
calculations sheets 1 through 80 of 80, prepared, signed, sealed, and dated 08/07/18 by
Milton Cubas, P. E.
G. OTHERS
1. Notice of Acceptance No. 17-1226.24, issued to F & L Aluminum Parts, Inc., for their
"Aluminum Stands for Rooftop Equipment."; approved on 07/05/18 and expiring
on 05/15/24.
Sifang Zhao, P. E.
Product Control Examiner
NOA No. 18-0828.09
Expiration Date: May 15, 2024
Approval Date: December 06, 2018
E-1
84
L
� L
,
� l
TOP VIEW
-I JZ
72
11
194
120
332
194
SECTION VIEW
6
6" POLYSTYRENE
90 26 ga. MILL EMBOSSED 96
ACRYLUME
�MINUM ANGLES
WIDTH OF DOOR FRAME -
AREA MUST BE KEPT CLEAR
FOR PROPER DOOR OPERATION
ALLOW A MINIMUM OF 2"
CLEARANCE BETWEEN CHAMBER
& ANY WALLS OR FIXTURES
FLOOR MUST BE SMOOTH
& LEVEL FOR PROPER INSTALLATION
ONE (1) 36" X 78" SELF -CLOSING
SWING DOOR W/ LOCKABLE HANDLE
GASKETED PANELS
COOLER
WITHOUT FLOOR
PLEASE REVIEW, SIGN & FAX E.I.S.A. COMPLIANT
DRAWING BACK TO US, SO ❑ NSF CONSTRUCTION
WE CAN PROCESS YOUR ORDER
CUSTOMER/ COMPANY
APPROVED BY CUSTOMER
PLEASE CHECK ONE:
❑❑ 0
AS DRAWN AS NOTED
BY:
DATE:
NAM
SINS GASTROBAR
APPROVAL DRAWING
QUOTE / JOB #: P.O. / REF. #:
J92JN073 -
DATE: DRAFTER:
6/26/19 YA
01111, ��,�WORLDWIDE REFRIGERATION
`°° "� 763 WEST 18 STREET
HIALEAH, FL 33010
PH: 305 882 1002
�, FAX: 305 882 1614
.w
ALUMINUM ROOFTOP EQUIPMENT STAND
WITH ROUND POSTS & TELESCOPIC CROSSBAR
REFER TO DESIGN FRONT AREA SMALLER UNIT MAX: STD=16 fe HVY= 25 fi
SCHEDULE FOR TOP AREA SMALLER UNIT MAX: STD=7.50 ft' HVY= 16.0 fl
ALLOWABLE WIND MAX HIGH UNIT: STD=3ft HVY= aft
LOADS AND OTHER SUM FRONT AREA AND TOP AREA TO TOTAL UNITS
DESIGN CRITERIA SHOULD BE CONSIDERED TO SELECT STAND FRAMES
W
2
r
z
VET"" G
0\
i
Lu
w
x
CROSSBAR LENGTH
"STANDARD" SYSTEM:
18" TO 27" -
"HEAVY" SYSTEM:
24" TO 42"
SPAaNG
MAC `4po �1r1ED
REF DES101
�R QV
SNEEC 2 <
n STAND ASSEMBLY
�J SCALE: N.T.S. ISOMETRIC VIEW
GENERAL NOTES
1. THIS SYSTEM HAS BEEN EVALUATED IN
ACCORDANCE WITH THE 2017 FLORIDA BUILDING
CODE, FOR USE WITHIN & OUTSIDE THE HIGH
VELOCITY HURRICANE ZONE (HVHZ).
2. SITE WIND PRESSURES CALCULATED FOR
USE WITH THIS SYSTEM SHALL BE DETERMINED BY
OTHERS ON A SITE -SPECIFIC BASIS IN
ACCORDANCE WITH THE GOVERNING CODE USING
ALLOWABLE STRESS DESIGN METHOD.
3. THE SYSTEM DETAILED HEREIN IS
GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SPECIFIC SITE. FOR SITE CONDITIONS
DIFFERENT FROM THE CONDITIONS DETAILED
HEREIN, A LICENSED PROFESSIONAL ENGINEER OR
REGISTERED ARCHITECT SHALL PREPARE
SITE -SPECIFIC DOCUMENTS AND APPLY FOR
ONE-TIME MIAMI-DADE NOA FOR USE IN
CONJUNCTION WITH THIS APPROVAL
4. PERMIT HOLDER SHALL VERIFY THE
ADEQUACY OF THE EXISTING STRUCTURE TO
WITHSTAND SUPERIMPOSED LOADS (ASD) - REF
"REACTION SCHEDULE".
S. ALL ALUMINUM EXTRUSIONS SHALL BE
6061-T6 ALLOY & TEMPER, UNLESS NOTED
OTHERWISE. WELDING SHALL BE PERFORMED IN
ACCORDANCE WITH AWS REQUIREMENTS, USING
FILLER ALLOYS 4043, 4047, 5183, 5356, OR 5556.
(4) #14 SMS AT EACH
UNIT FRAMING CORNER
(20ga MIN STEEL)
-WC UNIT
--(4) # 14 SM§_�
PER ANGLE
EXTREME TO RAIL
1/2" DISTANCE EDGE
1 1/2" SPACE SCREW
MAX.
6. STANDS SHALL BE INSTALLED WITH
MINIMUM CLEAR HEIGHT AS SPECIFIED IN THE
ABOVE -NOTED BUILDING CODE. "STAND HEIGHT"
AS USED HEREIN IS NOT NECESSARILY
EQUIVALENT TO "STAND CLEAR HEIGHT" AS
SPECIFIED IN THE BLDG CODE
7. VIBRATION ISOLATOR PADS SHALL BE
PROVIDED BY CONTRACTOR BETWEEN UNITS &
STAND.
8. IT IS THE CONTRACTOR'S RESPONSIBILITY
TO VERIFY THAT FASTENING AS SHOWN HEREIN
WILL NOT VOID THE EQUIPMENT
MANUFACTURER'S WARRANTY, ESPECIALLY WHERE
UNITS ARE INSTALLED WITH OVERHANG PAST RAIL
(SEE TIE -DOWN DETAILS).
9. ALL BOLTS & WASHERS SHALL BE ZINC
COATED STEEL, GALVANIZED STEEL, OR STAINLESS
STEEL WITH A MINIMUM TENSILE YIELD STRENGTH
OF 60 KSI.
10. PLASTIC COMPONENTS USED WITHIN THE
HVHZ MUST MEET ALL APPLICABLE FIRE/SMOKE/UV
PERFORMANCE REQUIREMENTS AS SET FORTH IN
THE ABOVE -NOTED BUILDING CODE
11. ANY STEEL IN CONTACT WITH ALUMINUM
SHALL BE PAINTED OR PLATED AS PRESCRIBED IN
THE ABOVE -NOTED BUILDING CODE
"STANDARD" SYSTEM
�- 1.900" O.D.
3a 'STANDARD" POST
SCALE: 8"- V-0"
"HEAVY" SYSTEM
1.900" O.D.
n "HEAVY" POST
-- SCALE: 8" - V-0"
(4)ANOIORS PER POST
BASEPIATE - REF
ANCHOR S01®lRE
FOR OPTIONS
RE: BASEPLATE PART
DETAIL FOR AN04OR
HOLE EDGE DISTANCE
STAND ASSEMBLY:
n POST & BASEPLATE
1 SCALE- N.T.S. Sofa_ R
r�
MEMBER '
(1) Y,20 BOLT WITH
NUF & WASHER
glI51DE
MEMBER
TELESCOPIC CROSSBAR
N COUPLING ATTACHMENT
SCALE M.T.S. SOMETRIC VIEW
"STANDARD' CROSSBAR
n (OUTSIDE MEMBER)
SCALE. 1'-0"
0.093"
0.125"
'STANDARD" CROSSBAR
5a (INSIDE MEMBER)
SCALE: 8" - V-0"
"HEAVY" CROSSBAR "HEAVY"CROSSBAR
(OUTSIDE MEMBER) t 5D l (INSIDE MEMBER)
SCALE: 8" - 1'-0" SCALE: 8" - V-0"
�--18" TO 27" -----,�
f
INSIDE MEMBER
OUTSIDE (1) Y-20 BOLT W/
MEMBER NUT & WASHERS
Z
�- 24" TO 42"
4" MIN ,� 4" MIN
i INSIDE TYPICAL,
MEMBER (1)-20
OUTSIDE MEMBERS NUT
& /
= WASHERS
n CROSSBAR CONFIGS
�_jj SCALE: %" = 1'-0" TYP FRAME ELEVATION
2.500'
°.090"J
8
0.125"
0.18a,
1.375"
1 I -BEAM RAIL
SCALE 66" 1'-0".
Y4-20 SET SCREW TO HOLD RAIL IN
POSITION AFTER INSTALLIATION
(ANY HEAD STYLE: HEX, THUMB, ETC.)
0.150•
f 0.200"
c 0.150•
X 23W LONG.
n RAIL CONNECTOR
SCALE:6"
-5.000"
O 0.75" 0
MIN
0 0.75
o MIN
-3.50" MIN-
O
POST LOCATION
(CENTERED) W/
OPTIONAL 1.9"
DIAM HOLE AT
CENTER
ANCHOR
LOCATIONS
n BASEPLATE
SCALE: 3" - V-0"
��M /\6� RAIL (I -BEAM)
PRODUCT REVISED Y� "a^MAX EDGE M
as c0mPly=_ with the rloida of uall CONNECTOR
BuiIdinR Cade 2s (CIIAWNa)
Acc parr ND.
Expiludon Dke S Z�
L. r R6
Mum- D-g2- ?r-adtict Cavtral z'
WELD RAM
C NfIECIOR
CROSSBAR
(Rd55R
(C P
EACH POST POST
STAND ASSEMBLY: _
n" POST; CROSSBW, 8i PACONI4
J I T-. _ 1-YNUF: N.TS ISOMETRIC
sM:0.125" MY:025" APPROVES G T ` -
Tom-.. .,...e
sm: 0.12 7
Hw: 0.2s•
SEAL
I MILTON CUBAS `
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DRAWING NUMBER
FNL.13001
SUPPORT ANGLE (OPTIONAL) \ SHEET
SCALE: 6" - 1'-0'
NOTE: THIS ELEMENT ONLY APPLIES WHEN THE '� 4
UNIT TO INSTALL IS SMALLER THAN UNITS AROUND. P.E. # 51902 v
1
21
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DESIGN SCHEDULE
2 FRAMES
TOTAL
MAX
MAX
FRONT
UNIT
STAND
AREA
HEIGHT
HEIGHT
18"
4 ft2
24'
24"
30"
18"
6 ft2
28"
24"
30"
18"
8 ft2
32"
24"
{ 30-
18 .
10 ft2
36"
24"
30"
18"
12 ft2
36"
24"
30"
is"
16 ft2
36"
24"
30"
18"
20 ft2
36"
24"
30"
18"
25 ft2
42"
24"
30"
18"
30 ft2
W
24"
30"
IF,
40 ft2
48"
24"
30"
18"
50 ft2
60"
24"
3 FRAMES 4 FRAMFC S FRAMES F. FRAMES 7 FRAMES A FRAMES A FRAMES 1 n FRAMFS
LATERAL
UPLIFT
LATERAL
UPLIFT
LATERAL
UPLIFT
LATERAL
UPLIFT
LATERAL
UPLIFT
LATERAL
UPLIFT LATERAL
UPLIFT
LATERAL
UPLIFT
LATERAL
UPLIFT
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125
99
157
124
188
148
219
173
250
197
Z50 I
197
250
197
51
40
.7
61
103
81
128
101
154
121
179
142
205
16Z
231
182
250
197
04 I
51 I
96
76
129
.02
154
125
181
143
204
161
227
179
249
197
250
197
50
19
.__.._
75
59
100
79
125
99
150
118
-_ _ ._
175
.
138
_ _
200 -
158
- --..
225
177
J
197
.. ....
41
32 I
61
48
82
65
102
81
123
...---
97
143
113
164
129
184
145 1
204
161
54
42
81
54
104
82
122
96
139
110
157
124
174
137
191 1
151
209
165
42
33
63
49
83
66
104
82
125
99
146
115
167
132
188 _.
148
209
165
34
27
51
40
68
54
85
67
103
81
120
94
137
108
154
121
171 i
135
40
32
60
48
81
64
95
75
108
85
122
96
135
107
149
_ 117
162
128
31
25
47
37
63
49
78
62
94 _
74
110
87
125
99
141
---. _ .
111
157
124
26
20
38
30
51
40
64
51
77
61
90
71
....-- -
103
-.. ..--
81
..
115
91
128
101
32
25
45
36
54
43
63
50
72
57
81
64
90
71
100
79
109 L 86
25
20
. _. ...
38
_ ..
30
.......
50 _.
40
.-.
63
49
72
57
81
64
90
._.-_.
71
._..__._....
100
_. _......._
79
.... ....
109 L 86
..
21
16
31
24
41
..
32
...__
51
--.--'
40
62
_. _
49
...._. __...
72
._
57
82
65
92
73
103 81
DESIGN SCHEDULE NOTES
MAX TOP
AREA
1. DESIGN SCHEDULE GIVES MAXIMUM
ALLOWABLE LATERAL & UPLIFT WIND LOADS
7. EACH UNIT SHALL HAVE A MAXIMUM
WEIGHT OF 450 LBS
8•92 F-+2
FOR EACH COMBINATION OF TOTAL UNIT
8. SPACING BETWEEN UNITS MAY VARY
FRONTAL AREA, TOP AREA, STAND HEIGHT,
AND NUMBER OF POST FRAMES PER STAND.
(UNLIMITED).
9. REFERENCE ANCHOR SCHEDULE FOR
11.15 FT'
2. "TOTAL FRONT AREA" IS TOTAL
ALLOWABLE ANCHORS AND INSTALLATION
FRONTAL AREA OF UNIT FACE PARALLEL TO
- F HEIGHT x UNIT
I -BEAM RAIL (-TOTAL 0 UNIT H
CRITERIA.
N SHALL BE ATTACHED TO I -BEAMS
10. UNITS
13.38 FP
WIDTH FOR ALL UNITS ON SINGLE STAND), AS
PER "UNIT CONNECTION" DETAILS. NUMBER OF
DEPICTED HEREIN.
3. "MAX UNIT HEIGHT' GIVEN IN
CONNECTIONS "Nconn" SHALL BE AS FOLLOWS:
TOTAL AREA < 20 SO FT:
14.86 FT2
SCHEDULE SHALL NOT BE EXCEEDED.
Nconn = NUMBER OF FRAMES + 1
4. "STAND HEIGHT" IS AS DEPICTED
HEREIN.
TOTAL AREA 20 SQ FT OR MORE:
Nconn = NUMBER OF FRAMES + 2
5. "FRAMES" HERE DENOTES
NOTE: WHERE MORE THAN (4) CLIPPED UNIT
q1F1
ASSEMBLAG'c OF 2 POSTS WITH A CROSSBAR.
."MAX TOP AREA" IS TOTAL TOP AREA
CONNECTIONS (DTL 4/3, 5/3) ARE REQUIRED
PER UNIT, ADDITIONAL CONNECTIONS SHALL
OF ALL UNITS ON A SINGLE STAND.
BE STRAPS (DTL 6/3) OR DIRECT (DTL 7/3).
29.72F(2I REACTION SCHEDULE
31.58 FT2
33.44 FT2
35.67 FT2
37.90 FT2
TOTAL TOTAL
MAX
MAX
L nW'10
LATERAL
UPLIFT
J rI
LATERAL
=
UPLIFT
Y rKA
m
UPLIFT
] ri(Amm
LATE A
UPLIFT
R rKAM=
LATERAL
UPLIFT
I rKAMt=
LATERAL
UPLIFT
A rNN"m
LATERAL
UPLIFT
Y r�
LATERAL
UPLIFT
lu
LATERAL
--
UPLIFT
FRONT
UNIT
STAND
MAX TOP
AREA
HEIGHT
HEIGHT
(PSf)
(W"0
(Psi
(w)
(Psl
w
(PS'0
V>
w
(r>s0
w
(Psfl
w
(Pso
W
(PS'�
W
(P�
AREA
Is,
250
197
2 50
197
250
197
250
197
250
197
250
197
250
197
_
I
1 7
9
250
197
2SO
4ft2
24"
24"
197
250
197
250
197
2S0
197
250
_197
250
197
250
197
...
250
197
250
[250
197
8.92F7
30"
250
197
250
197
250
197
250
197
250
197
250
197
250
197
250
197
197
18"
246
1911
250
197
250
197
250
197
250
197
250
197
250
197
250
197
250
197
6 ft2
28"
24"
246
_..._._
194
__.__.
250
.. _.
...
197
.... _. _.
.._
Z50
_ .._..._.
197
.. _
.........._
250
.97
.... _...
.__
250
_._
197
.....
250
_
197
250
197
250
.... __
197
.. .
250
197
..._
1115FP
30"
214
169
250
197
250
197
250
197
_...
250
_..__. .. ...
197
_ _.......
1 250
_
197
_......
250
...__._...-
197
250
..
197
250
197
18"
192 _ _
151
250
197
25_0
197
250
197
250
197
197_
250
197
250
197
250
197
_
197
8ft2
32"
2,V
192
151
250
197
250
197
_1
250
_
197
_
25D
197
_250
250
197
250
197
_
250
_
197
250
1338F2
30"
161
127
242
191
250
197
250
197
250
197
250
197
250
197
250
197
250
197
18"
16D
126
250
197
250
197
250
197
250
197
197
250_
197
250
197
250
197
10ft.
36"
24"
158
_ 125
237
187
250
197
_
250
250
1.197
_250
250
197_
_
250
_
197
_
250
197
250
197
14E6FP
3RP
129
102
194
153
250
197
250
_197
I 197
250
197
250
197
250
197
250
197
250
197
18"
133
_.....__.......
105
...... . ............
250
197
250
197
250
I 197
250
197
250
250
197
250
197
--..__.._
250
{ 197
12ft2
36"
W
131 .
104
_ .
197
_ ._.__.___
156
._.....__.....
250
__.-..
197
-------.......__..._._........_...._...._.._...._....._.............._.........__
250
197
250
197
250
to
250
.__.._...-
197
250
197
._._
250
E 197
17M FT2
30"
108
85
161
127
215
170
250
( 197
250
197
250
........_...
250
-----...._.._
197
250
197
250
197
18"
100
79
189
149
236
18-6
250
19'.
25D
197
_......__._.._.
16 ft2
36"
24"
99
78
148
117
197
156
246
195
250
197
.......
250
197
-._._...._-._
250
.. - ---
197
- ---
250
197
__...__........__...._........._.._
250
197
13.78 F12
3W
81
64
121
96
161
127
202
1 159
242
191
250
197
250
197
250
197
250
197
18"
80
_ .__..
63
152
_ _ _._...
120
_. _
203
_
160
_-
_ 250
197
250
197
197
250
197
250
197
20 ft2
36"
24"
79
62
118
-
93
... _....
158 _
.._
125 ._..
_
197
__197
156
_250_
..
237
__ _
187
_ _
250
_ _
197
__250
250
_.
197
250 _.
_ 197
250
.. _
197
_ ....__.
29.72 FT2
3W
65
51
97
76
129
102
161
127
194
_
153
--
226
178
_ _
- 250
_
197
250
197
250
197
18"
67
53
121
96
162
128
198
156_
226
179
250_
197
250
197
250
197
250
19_7_
25 ft2
42"
24"
63
` __......._.
50
.._ ..I
_-__
94
_.._._._...___-
74
_ .._
126
..._.
99
157
124
189
149
220 _
_ 174
250 .._
197
_.__
250
... .. ......
197
.. ...
250
..___ _
197
____..._...._...
31.S8 FT2
30"
Si
41
77
61
103
81
129
...
102F15
122
180
__
142
206
...._.
163
232
183
250
197
58
46
102
80
132
104
154
121
139
198
156
220
173
191
250_
197_
30ft2
48"
24"
53
42
79
62
105 _
_ 83
131
104
125
184
145
210
166
_242
_237
_
.. .... 187
250
197
33.44FT2
30"
43
34
65
51
86
68
108
85
102
151 {
...
119
. . . .........
172
136
194
153
215
170
18"
46
_ 36
76
60
102
80
120
95
109
155
122
172
136
189
149
207
163
ft2
49'
24"
39
31
59
---...................._..........._...._.._._.....-..............--....._.-.
47
_.._
79
_........_..............._...
62
_.._..
99
78
_..._.. ------.__._._...._
93
138
109
158
............._.......-...................---....._....._.40
.. 125
177
140
197
156
67 FT2
32
25
48
38
65
51
81
64
76
113
..._.._-.__
89
.__._-._......_
129
_......._-....__......._....._._._.._..._.30"
102
145
115
161
127
8
30
58
46
70
55
82
65
74
105
83_
117
128
101
140
ill
so ft2
6W
24"
32 -.
- 25
47
_ .
_
37
63
50
__
79
62
74
105
83
117
_92
92 _
128
_.
101
- 140
111
-
37.90 Ply
30"
26
20
39
31
52
_..
41
- --
65
_.
51
78
-
61
- - ..--
90
- -
71 1
103
.. _.
82
116
92
129
102
'STANDARD" SYSTEM
"HEAVY" SYSTEM
REACTION
REACTION
REACTION
REACTION
REACTION
REACTION
STAND
AT BASE
AT BASE
AT BASE
AT BASE
AT BASE
AT BASE
HEIGHT
Rx
Ry
M.base
Rx
Ry
M.base
18"
403 LB
652 LB
4.3 K-IN
508 LB
820 U3 _
55 K-IN
24"
313 LB
635 LB
4.3 K-IN
394 LB
750 LB
53 K-IN
30"
256 LB
635 LB
4.3 K-IN
323 LB
722 LB
55 K-iN
J�
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R j M.base
NUMBER OF FRAMES
AS NO
TED IN
DESIGN SCHEDULE
UNIT SIZES & CONFIGURATION
2 (FOR USE WITH DESIGN SCHEDULES)
SCALE: N.T.S. ISOMETRIC
REFER TO DESIGN �.
SCHEDULE FOR pRcvjcT pW J1S SLAL
ALLOWABLE WIND Fla
_;,-ga�<���� MILTOt�.CUBAS
LOADS AND OTHER D
DESIGN CRITERIA ._
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DRAWING NUMBER
FNLA 3001
SHEET
m
1 1
I
' 1
--' ISOMETRIC VIEW
4"xl%"xl4ga (0.07" MIN.)
ASTM A653 GRD50 CLIPS
Q (1Y2" MIN LONG)
(Fty = 33 ksi. MIN.)
(4) #14 SMS PER CLIP
TO UNIT FRAMING
(20ga MIN STEEPMIN
UNIT MAY
OVERHANG
MIN (4) VIBRATION RAIL (12" MAX (4) VIBRATION
ISOLATOR PADS EACH SIDE) ISOLATOR PADS
PER UNIT. TO BE I PER UNIT, TO BE
PROVIDED BY (4) #14 SMS PER CLIP TO RAIL PROVIDED BY
CONTRACTOR CONTRACTOR
TYPICAL CONNECTION:
RAIL (I -BEAM) REF DESIGN SCHED NOTES RAIL I -BEAM
FOR REQ'D NUMBER OF ( )
CONNECTIONS "Nconn'
MINIMUM (4) PER UNIT
4 CLIPPED UNIT CONNECTION
3 SCALE: N.T.S. VERT SECTION
ANCHOR SCHEDULE:
TO CONCRETE (MIN 2,000 PSI)
A. 3i6" POWERS FASTENING INNOVATIONS
WEDGE -BOLT+
31f1" MIN EMBED
41�" MIN EDGE DISTANCE
TO WOOD HOST STRUCTURE
B. %" LAG SCREW
31j" MIN THREAD PENETRATION
TO STEEL (MIN 1/4"(MIN 1/4" THICK
C. 3/-16 SELF -THREADING METAL
SCREWS (SAE GRADE 5)
WITH 1" DIAM WASHER
STEEL SUBSTRATE MIN.
Fu = 58 ksi.
Fy = 36 ksi.
ANCHOR NOTES:
I 1
1 '
I ++ I
ISOMETRIC VIEW
--3•'x3•'x0.093" MIN
6063-T6 ALUM CLIP
(21f1" MIN LONG)
(4) #14 SMS PER CLIP
TO UNIT FRAMING
(20ga MIN STEEL)
UNIT MAY
OVERHANG
RAIL (12" MAX
EACH SIDE)
(4) #14 SMS PER CLIP TO RAIL
TYPICAL CONN
REF DESIGN SCHED
FOR REQ'D NUMB
CONNECTIONS"N
MINIMUM (4) PER
1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
MANUFACTURERS' RECOMMENDATIONS, & LOCATED PER
BASEPLATE COMPONENT DETAIL(S).
2. ENSURE MINIMUM EMBEDMENT, EDGE DISTANCE, &
SPACING FOR ALL ANCHORS ARE IN ACCORDANCE WITH
ANCHOR SCHEDULE.
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES
SHEATHING, UNDERLAYMENT, INSULATION, AND OTHER
ROOFING MATERIALS.
4. MINIMUM 3/4" EDGE DISTANCE IS CONSIDERED IN
DESIGN FOR ALL ANCHORS TO WOOD HOST STRUCTURE (i.e.
ANCHOR SHALL BE LOCATED IN CENTER OF TRUSS/RAFTER
WHERE FASTENED TO NARROW FACE OF NOMINAL 2x LUMBER).
5. WOOD HOST STRUCTURE SHALL BE "SOUTHERN PINE"
WITH G=0.S5 OR GREATER SPECIFIC GRAVITY (= DENSITY).
6. WHERE HOST STRUCTURE IS WOOD FRAMING,
EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT
FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,
NOT INTO PLYWOOD (U.N.O.).
7. SELF -TAPPING OR SELF -THREADING METAL SCREWS
SHALL BE INSTALLED WITH FULL THREAD ENGAGEMENT INTO
METAL HOST STRUCTURE AND MAY HAVE A FLAT HEAD, PAN
HEAD, TRUSS HEAD, OR OTHER HEAD STYLES.
S. FASTENERS THAT INCORPORATE MACHINE SCREWS
SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN
BASE ANCHOR AND MAY HAVE ANY HEAD STYLE, UNLESS
INDICATED OTHERWISE BY MFR.
MIN (4) VIBRATION
ISOLATOR PADS
PER UNIT, TO BE
PROVIDED BY
CONTRACTOR
RAIL (I -BEAM)
ECTI0N:
NOTES
ER OF
Conn'
UNIT -
5 CLIPPED UNIT CONNECTION
3 SCALE: N.T.S. VERT SECTION
ALTERNATE: (2) ANCHORS PER D RAFTERS
FOR INSTALLATION TO WOOD RAFTERS
- REF ANCHOR SCHED FOR OPTIONS —�
1" x 22ga (0.030") MIN
GALV STEEL STRAP
(ASTM A653 GRADE 33)
(Fty = 33 ksi. MIN.)
r-(4) #14 SMS EACH
STRAP END TO
UNDERSIDE OF
RAIL TOP FLANGE
(MIN 3 STRAPS
PER UNIT)
(4) #14 SMS EACH STRAP
END TO UNDERSIDE OF
RAIL BOTTOM FLANGE
(MIN 2 STRAPS PER UNIT)
TYPICAL CONNECTION:
REF DESIGN SCHED NOTES
FOR REQ'D NUMBER OF
CONNECTIONS "Nconn"
- MINIMUM (4) PER UNIT -
6 STRAPPED UNIT CONNECTION
3 SCALE: N.T.S. VERT SECTION
POST
63cn
ui
LL
LLI
-
ml)
THIS INSTALLATION OPTION SHALL ti\ 3IR
BE LIMITED TO THE FOLLOWING: \.i V
12 SQ FT MAX TOTAL AREA •,
(3) FRAMES MIN
24" MAX STAND HT
MAX ALLOWABLE DESIGN PRESSURES:
"STANDARD" SYSTEM : 106.4 PSF LATERAL / 51.5 PSF UPLIFT
"HEAVY" SYSTEM : 108.0 PSF LATERAL / 52.2 PSF UPLIFT
ALT: DIRECT RAFTER/JOIST
BASEPLATE ANCHORAGE
3 SCALE: N.T.S. ISOMETRIC
TYPICAL CONNECTION:
REF DESIGN SCHED NOTES
FOR REQ'D NUMBER OF
CONNECTIONS "Nconn"
/fI - MINIMUM (4) PER UNIT -
/�
UNIT MAY OVERHANG
MIN 4 VIBRATION
()
RAIL (12 MAX EACH SIDE)
ISOLATOR PADS
PER UNIT, TO BE
WHERE ACCESSIBLE, FASTEN UNIT
PROVIDED BY
FRAMING DIRECTLY TO RAIL W/ (2)
CONTRACTOR
%-20 BOLTS WITH NUT & WASHER
ASTM F-436 THK 0.0713" & 00.475" MIN.
RAIL (I -BEAM)
(STEEL LAMINATE UNIT 14 ga MIN.
IN THE CONNECTION FACILITY)
7 DIRECT UNIT CONNECTION
3 SCALE: N.T.S. VERT SECTION
POST
BASEPLATE-
ROOF DECKING
EXISTING RAFTER
OR JOIST (WOOD,
STEEL, ETC.)
CONNECT PLATES
TO SANDWICH
ROOF JOIST WITH
(4) %" THREADED
RODS PER POST
WITH NUTS &
WASHERS
5"x5")& ALUMINUM
PLATE BELOW JOIST
ALT: SUB-RAFTER/SUB-JOIST
n BASEPLATE ANCHORAGE
3 SCALE: N.T.S. VERT SECTION
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DRAWING NUMBER
F N L.13001
SHEET
IYIi= Dee& P�-cduct Control
To: Orlando Blanco
Structural Plan Reviewer
Miami -Shores Village
Building Department
From: Yan L. Solis, P.E.
`J Date: Dec 18, 2019
Re: Structural Comments
Process Number: MCC-10-19-2409
Project Information:
Client: 9801 Park LLC
Project: New Walk In Cooler
Address: 9835 NE 2"d Ave, Miami Shores, FL, 33138
1- Provide plans for the proposed Walk In Cooler Assembly with dimensions and connection to
ground slab.
See corrections label as 1st Revision on Sheet Al.
Respectfully Submitted,
L' SO4
No. 75423
77.
���• STATE OFOR%
•0G
Yan L. Solis, P.E.
P.E.# 75423
r
To: Orlando Blanco
Structural Plan Reviewer
Miami -Shores Village
Building Department
From: Yan L. Solis, P.E.
Date: Dec 18, 2019
Re: Structural Comments
Process Number: MCC-10-19-2409
Project Information:
Client: 9801 Park LLC
Project: New Walk In Cooler
Address: 9835 NE 2"d Ave, Miami Shores, FL, 33138
1- Provide plans for the proposed Walk In Cooler Assembly with dimensions and connection to
ground slab.
See corrections label as 1st Revision on Sheet Al.
Respectfully Submitted,
L. S 04/
��` y •. `GE
SF S
No. 75423
0• STATE OF
�'i'��• FGOR1pA '•����`
11111111100
Yan L. Solis, P.E.
P.E.# 75423
00
TOP VIEW
SECTION VIEW
6
6" POLYSTYRENE
90 26 ga. MILL EMBOSSED
ACRYLUME
ANGLES
WIDTH OF DOOR FRAME -
AREA MUST BE KEPT CLEAR
FOR PROPER DOOR OPERATION
ALLOW A MINIMUM OF 2"
CLEARANCE BETWEEN CHAMBER
& ANY WALLS OR FIXTURES
FLOOR MUST BE SMOOTH
& LEVEL FOR PROPER INSTALLATION
ONE (1) 36" X 78" SELF -CLOSING
SWING DOOR W/ LOCKABLE HANDLE
GASKETED PANELS
COOLER
WITHOUT FLOOR
E.I.S.A. COMPLIANT
PLEASE REVIEW, SIGN & FAX
DRAWING BACK TO US, SO ❑ NSF CONSTRUCTION
WE CAN PROCESS YOUR ORDER
APPROVED BY CUSTOMER
PLEASE CHECK ONE:
❑❑ ElAS DRAWN AS NOTED
BY:
DATE:
CUSTOMER /COMPANY NAME:
SINS GASTROBAR
APPROVAL DRAWING
QUOTE / JOB #:O. / REF. #:
J92JN073 P.-
DATE: DRAFTER:
6/26/19 FYA
M;";WORLDWIDE REFRIGERATION
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