WS-14-1750Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-217670
Scheduled Inspection Date: November 05, 2014
Inspector: Rodriguez, Jorge
Owner: , BARRY UNIVERSITY
Job Address: 11300 NE 2 Avenue Adrian Hall
Miami Shores, FL 33138-0000
Project: BARRY UNIVERSITY
Contractor: J NEWTON ENTERPRISES INC
t3unamg Department comments
REPLACE DOORS AT MECHANICAL ROOM
Permit Number: WS -8-14-1750
Permit Type: Windows/Shutters
Inspection Type: Final
Work Classification: Door Replacement
Phone Number
Parcel. Number 1121360010160-07
INSPECTOR COMMENTS False
Phone: (877)317-5854
Passed
Inspector Comments
Failed
Correction
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
November 04, 2014 For Inspections please call: (305)762-4949 Page 8 of 31
I,_kl
BUILDING
RECEIVED
.Miami Shores Village AUG 112014
Building Department BY:
10050 NX.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 7954204 Fax: (305) 786-8972
INSPECTION LINE PHONE NUMBER: (305) 7.62-4949
FBC 20 1 (3
Master Permit No. Lkj S J 4 -A-1 S
PERMIT APPLICATION I Sub Permit No,
21ruILDING [ ELECTRIC M ROOFING � REVISION F-1 EXTENSION F] RENEWAL
MPLUMBING E]MECHANICAL FIPUBLIC WORKS r7 CHANGE OF r_]CANCELLATION E3 SHOP
CONTRACTOR DRAWINGS
Folio/Parcel#: I I - -=-.00'50 is the Building Historically Designated: Yes _ NO —
Occupancy Type: _ Load: - Construction Type: Flood Zone: BFE. FFE:_
City: t-v-ar. %V -'O{ es State: tzip: Zink i,&
Tenant/Lessee Name: Phone# -
Email:
--"
CONTRACTOR: Company Name- Phone#- U I
Address:
City:
Qualifier Name: L61*1t - etis- ��%�4
Phone#. . (�o—
State Certification or Registration #: 't)C- C I Q 41'S Certificate of Competency *
DESIGNER: Architect/Engineer: ��C;L)2�e ykrA_Y%rl�CNk Phone#:. '5H-4UQ-55_1,3
Address: 0 n! City: 1_04A4L_y�Ite:. 'PL zip:
3333()a
Value of Work for this Permit-, $ Square/Linear Footage -of Work:
Type of Work: El Addition D Alteration 0 New Rlkepair/Replace El Demolition
Description of Work., �k t)\'ac lenc:frry DC7 CAYV' _ Ck V-'e'y' C�
IST H[A W I CA --ICOM
Specify color of color thru We;
" -I
Submittal Fee $ �15 0 Permit Fee $ CCF $ CO/CC
Scanning Fee $ Radon Fee $ DBPR $ Notary
Technology Fee $ Training/Education Fee
Double Fee $
Structural Reviews Bond $
TOTAL FEE NOW DUE $ CQ
(Revised02/24/2014)
0
a
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (1fapplicable)
Mortgage Leader's Address
city State 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 lssuance 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, PLUMBIN.a,.SIGNS, POOLS,
FURNACES, BOILERS; HEATERS, TAW) 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 oft:building building permit with an estimated value exceeding S2500, the applicant must
promise In good faith that a copy of the notice of commencement and construction lien law brochure will be dell * ered to the person
whose property. ii subject to attachment. Also, a certified copy of the recorded &tice 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 o reinspection fed, will be charged. /J
OWNER or AGENT
The oregoing instrument was acknowledged before me this
day of QQ-<b . 21i �4 , by
'W54N q.S t!VkA(,-, whoispersonally known to
CONTRACTOR
The foregoing, instrument was _acknowledged beforee me this
day of 20 _ i 9 by
I—(� C • e who is personally known to
me or who has produced as me or who has produced as
identification and who did take an oath.
NOTARY PU"C 1-11
Print: L
Seal: JEFFRY J. yr A,
MY COMMISSION#
X0.0 EXPMES: Novanbea 12, -}
IAMO-3-NOTARY Fl. Natwy DWOnt AM= CO.
IP1�
#Nr�N�kakt� kkMeoleN.q¢ak-9t.k8oekA.'d+S>aA�*?k+k�R3k+klRkaM?k!R
APPROVED BY
(Revised 02/24/2014):
Identification and who did take an oath.
NOTARY PUBLIC:
Plans Examiner
Structural Review
raras�'�`.:Tjlw
Zoning
Clerk
CO
ARD . CERTIFICATE OF
LIABILITY INSURANCE DAT
8/11/2014
8111=14
PRODUCER Phone - 954 583-5444 Fax - 954-583-2820
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
Pelican Insurance Agency
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND, OR
g y
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW
100 NW 70th Ste 203
INSURERS AFFORDING COVERAGE NAIC #
Plantation, FL 33317
INSURERA: Endurance American Specialty
INCImr-in
J Newton Enterprises Inc.
INSURER B: Mt Hawley
INSURER c: BridgeField
755 S. Little John Ave.
INSURER D:
Inverness, FL 34450
INSURER E:
COVERAGES
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED
BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
ILTPOLICY
R
TYPE OF INSURANCE
POLICY NUMBER
DTYY) E (MM/DD/DATE
(MM/DD/YY)N
LIMITS
A
GENERAL LIABILITY
EACH OCCURENCE $ 1,000,000.00
X COMMERCIAL GENERAL LIABILITY
DAMAGE TO RENTED $ 100,000.00
CLAIMS MADE ®OCCUR
MED EXP (Any one person) $ 5000
CBC10001146502
7/21/2014
7/21/2015
PERSONAL BADV INJURY $ 1,000,000.00
GENERAL AGGREGATE $ 2,000,000.00
GEML AGGREGATE LIMIT APPLIES PER:
PRODUCTS -COMP/OP AGG $ $2,000,000.00
POLICY X JECT LOC
AUTOMOTIVE
LIABILITY
ANY AUTO
COMBINED SINGLE LIMIT
(Ea accident) $
BODILY INJURY $
(Per person)
ALL OWNED AUTOS
SCHEDULED AUTOS
BODILY INJURY $
(Per acdclent)
HIRED AUTOS
NON -OWNED AUTOS
PROPERTY DAMAGE $
(Per accident)
GARAGE LIABILITY
AUTO ONLY - EA ACCIDENT $
ANY AUTO X
OTHER THAN EA ACC $
ALTO ONLY: AGG
B
EXCESS LIABILITY
EACH OCCURENCE $ 2,000,000.00
AGGREGATE $ 2,000,000.00
X OCCUR CLAIMS MADE
EMX0319323
7/21/2014
7/21/2015
$
DEDUCTIBLE
$
$
RETENTION $
C
WORKER'S COMPENSATION AND
EMPLOYERS' LIABILITY
ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED?
If yes, describe under
SPECIAL PROVISIONS below
830-53785
7/29/2014
7/29/2015
® O H-
TORY LIMITS R
E.L. EACH ACCIDENT $ 1,000,000.00
E.L. DISEASE - EA EMPLOYEE $ 1,000,000.00
E.L. DISEASE -POLICY LIMIT $ 1,000,000.00
c
OTHER
Excess Liability
DESCRIPTION OF OPERATIONS/LOCATIONSIVEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS
Miami Shores Village Building Departmen Is listed as additional Insured. License
# SCC131151295
CERTIFICATE HOLDER Ix DDmONAL INSURED; INSURER LETTER: A CANCELLATION See Below -
Miami Shores Village Building Department
10050 NE 2 Ave
Miami Shores, FL 33138
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
TTHEREOFd THE THE CERTIFICATE HOLDMPANY RENAMED TO THEENDEAVORO NEIL
EXPIRATION DAT UING
10 DA S WRITTEN NOTICE
—WIT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY
OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. ,
AUTHORIZED REPRESENTATIVE r
Samuel Jacks-- W
ACORD 26 (2001/08) 1 of 2 QACORD CORPORATION 1988
FLOOR P LAN J Newton Enterprises, Inc.
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4090 SW 30th Avenue .•.•: .:
Fort Lauderdale, FL 33312 :.:.:•:: :.:.
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Barry University
11300 NE 2nd Avenue
Miami Shores, FL 33161
ADRIAN MECHANICAL ROOM
FBC #AD12-16
DESIGN PRESSURE: 53 LB/FT2
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Barry University
11300 NE 2nd Avenue
Miami Shores, FL 33161
ADRIAN MECHANICAL ROOM
FBC #AD12-16
DESIGN PRESSURE: 53 LB/FT2
-HEADER
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WIND LOAD CALCULATIONS
Property: Barry University
11300 NE 2nd Ave.
Miami, FL 33161
Type of work: Adrian Mechanical Room replacement of two pair 18ga steel doors on first floor..
Basic wind speed: Exposure C, h< 15ft, for Dade County V = 170mph.
Design pressure loading:
Use ASCE 7-10:
qZ = 0.00256 KZKAV2
Where:
Kz = 0.85
K7t=1.0
Kd = 0.85
V= 170mph
qZ = (0.00256)(0.85)(1.0)(0.85)(170)2 =,43 lb/ft2
By: l Date:
D ancock, P.E. • • •
FL# 17501 0 0 0
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9110 SW SUNSET DRIVE
MCY ENGINEERING, INC. MIAMI, P: 305-271-0117
GLAZING CONSUL l'ANT CAN #28577
PRODUCT APPROVAL EVALUATION
Date: 0412412012
Detailed Product Description:
Manufacturer: Masker Door, Inc
Model Name: "N" Series Commercial Steel Doors Outswing
Maximum Frame Width: 10050 This Product complies with
Maximum Frame Height: S8" the High Velocity
Maximum Load: +175 - f a e Missile Imact Hurricane Zone (HVH2)
P � testing requirements.
Reference Drawings # AD12•-16 _
The above maximum parameters may not occur simultaneously.
Refer to installation drawings for design. loads
Mandatory Tests (Tested
In accordance with AAMA 10111.S.21NAFS-021TAS-202)
TEST ; : `. ";, DSCF�TiON .,
, f. ' ` ::TEST LOCATION: :" :.
:.: TEST' . ...
;. , n ST REP 0
4
CtATE REPORT #
ASTM E283-02
Air Infiltration
Testing Evaluation
Leakage
Laboratories, Inc.
ASTM E331-00
Water
Testing Evaluation
OR ASTM 547-
Penetration
Laboratories, Inc.
00 & TAS 202
ASTM E330-02
Uniform Static
Testing Evaluation
June 30,2008
TEL -0'1280089
& TAS 202
Air Press,
Laboratories, Inc.
June 30,2008
TEL -01280070
AAMA"i 302.5-
Forced Entry
Testing Evaluation
70 & 1303.5-76
Laboratories, Inc.
Comparative Analysis used`Yes _c No: As per guidelines for HAVHZ for Dade County.
Supplemental Tests (Tested In accordance with TAS -203) • • • • • •
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FBC 1626.2
Testing Evaluation
(TAS201&203)
Large Missile
Laboratories, Inc.
• • ••
..TEL-
•
01280069
ASTM E1886
Impact & Cyclic
June 30,2008:::10
TEL-01?,]lT1ti'
ASTM E1996-02
June 30,2008
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Under the limitations of the attached drawings, to the best of my knowledge and ability, the above winig;Wdoor
product conforms to the requirements of the 2007! 2010 Florida Bui4.36"t?', •
Evaluation Report Engineer: eee �� •°•..°•VYAVG'V ••• •
Yping Wang PE # 55983 �� ��.•''�5°°° `��
MCY ENGINEERING EB # 28677 7 r4o
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DESIGN LOADS _
S75 PSI
(2) ANCHORS FOR
DESIGN LOADS
537.5 PSI
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100"
4 1041/2" 4 1/2"
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SPACING AT JAMB REDUCED TO 12" O.C.
\--(4) ANCHORS FOR DESIGN
WHEN ANCHOR INTO BLOCK & LOADS 575 PSI
LOAD>37.5 PSF (2) ANCHORS FOR DESIGN
LOADS 537.5 PSI
D0UB6EDG0R TYP•ELEVATION
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comporrorrts
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TO SILL IS LESS THAN 45 DEGREES.
• MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS
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THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL
MEET THE REQUIREMENTS.
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IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING
STRUCTURE.
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SPACING AT JAMB REDUCED TO 12" O.C.
\--(4) ANCHORS FOR DESIGN
WHEN ANCHOR INTO BLOCK & LOADS 575 PSI
LOAD>37.5 PSF (2) ANCHORS FOR DESIGN
LOADS 537.5 PSI
D0UB6EDG0R TYP•ELEVATION
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SHUTTERS.
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REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH
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PQSR7I+F WATM
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SHUTTERS.
• ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON ELEVATIONS /
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DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND
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• ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
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ARE NOT PART OF THIS APPROVAL.
TO SILL IS LESS THAN 45 DEGREES.
• MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS
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THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL
MEET THE REQUIREMENTS.
• METAL STRUCTURES NOT BY MESKER INC. MUST SUPPORT LOADS
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IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING
STRUCTURE.
I OF B
• DOOR PANEL: MIN. 16 GA. (0.060" THK.) STEEL MIN. Fy = 40.3 KSI MIN.
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PQSR7I+F WATM
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HABITABLE LOCATIONS PROTECTED BY AN OVERHANG OR CANOPY
NO YES
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SUCH THAT THE ANGLE BETWEEN THE EDGE OF CANOPY OR OVERHANG
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TO SILL IS LESS THAN 45 DEGREES.
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NOTES:
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EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL.
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+37.5 -37.5
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MESIO=R DOOR INC. GLAZING CONSu-TANTS C 7�t
3440 STANDVMD BLV. 8501 SW 124L6 ST STE.206 A P. 306.271.0117
m W c P. (25a) 886870 F: (BW)B03.1410 AL 35811MtAWF- 33183 P. 788.673.6083
TYPICAL ANCHORS @HEAD/JAMB: (REFER TO ELEVATION FOR SPACING)
TYPE A 3/8' DIA. DYNABOLT SLEEVE ANCHOR SY 971`
O DIRECTLY INTO fW=3000 PSI CONCRETE, 1-12" MIN. EMBED
DIRECTLY INTO GROUT FILLED CONCRETE BLOCK, 1-12' MIN. EMBED
MIN. EDGE DIST 242'
MIN. SPACING 4-12'
TYPE 8 3/8" TAPPER BY POWERS
® DIRECTLY INTO fB=3000 PSI CONCRETE, 1-12" MIN. EMBED
DIRECTLY INTO GROUT FILLED/HOLLOW CONCRETE BLOCK, 1-14" MIN. EMBED
MIN. EDGE DIST 3-12"
MIN. SPACING 4-12"
TYPE C 5/18" DIA SMS OR MACHINE BOLTS (MIN. GRADE 5 CRS) OR BUST
O
STEEL: Fy= 38 KSI MIN.
INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK)
ALUMINUM: 8083.78 MIN.
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL ANCHORS 0- THRESHOLD: (REFER TO ELEVATION FOR SPACING)
TYPE D 1/4" TAPCON BY "ITW DIRECTLY INTO 18=3000 PSI CONCRETE
O 1-1/4" MIN. EMBED
MIN. EDGE DIST 2-12"
MIN. SPACING 3"
SEALANT.
ALL FRAME JOINTS AND CORNERS TO BE SEALED WITH SILICONE AT PERIMETER
N 5/18" TEKS INTO
ST. 1/8" THK MIN
FOR SPACING
REFER TO
ELEVATION IK
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