WS-14-2552Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-223649 Permit Number: WS -11-14-2552
Scheduled Inspection Date: February 09, 2015 Permit Type: Windows/Shutters
Inspector: Rodriguez, Jorge Inspection Type: Final
Owner: , BARRY UNIVERSITY Work Classification: Door Replacement
Job Address: 11300 NE 2 Avenue Farrell Hall
Miami Shores, FL 33138-0000
Project: BARRY UNIVERSITY
Contractor: CERTIFIED ROOFING SPECIALIST INC
comments
INSTALL NEW FIRE RATED DOOR
Phone Number
Parcel Number 1121360010160-11
INSPECTOR COMMENTS False
Passed
Inspector Comments
Failed
Correction
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
February 06, 2015 For Inspections please call: (305)762-4949 Page 3 of 26
. - -� >r=C-- -, E-:
BUILDING
PERMIT APPLICATION
Miami Shores Village
Building Department NOV 19 2014
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (30S) 762-4949
FBC 2010
QBUILDING ❑ ELECTRIC ❑ ROOFING
PLUMBING ❑ MECHANICAL PUBLIC WORKS
106 ADDRESS: 11300 NE 2ND AVE
Master Permit Q )C!-'�L-- 2SS�2' -C
Sub Permit No.
rff REVISION ❑ EXTENSION ❑RENEWAL
❑ CHANGE OF ❑ CANCELLATION [:] SHOP
CONTRACTOR DRAWINGS
Cite Miami Shores County: Miami Dade Zip:
Folio/Parcel#:11-2136-000-0050 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): BARRY UNIVERSITY _&y/ 63 b.PhtSne#:305 889 4910
A,4A—«.11300 NE 2ND AVE
City: MIAMI SHORES
Tenant/Lessee Name:
Email:
State: FL Zip: 33161
Phone#:
CONTRACTOR: Company Name: CERTIFIED ROOFING SPECIALISTS INC Phone#: 954 781 7663
Address: 3440 NW 25TH AVE
City: POMPANO BEACH state: FL Zip: 33069
Qualifier Name: EUGENE FALL Phone#: 9547817663
State Certification or Registration #: CGC1504797 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Add
City:
State: Zip:
Value of Work for this Permit: $1,500 Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace
Description of Work: INSTALL NEW FIRE RATED DOOR
Specify color of color thru tile:
❑ Demolition
Submittal Fee $ e ' Permit Fee $ CCF $ I �'! CO/CC $
Scanning Fee $ C� Q Radon Fee $ �` ' L' DBPR $ Notary $ -�
Technology Fee $ 'Gi Training/Education Fee $ t_:) - Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $mss_
(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
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 no approved and a reinspection fee will be charged.
Signature Signature
OWNER or AGENT C
The foregoing instrument was acknowledged before me this The for instrument
day of 20 V1` by ay of
Skk&AN Jq';E JgA\- why ope=n nown to ^�LL
me or who has produced
identification and who did take an oath.
NOTARY
0
as me or who has produced
NOTARY
v Sign
ly raft Prin
Jeffry J Yao Seal
My Commission FF 188451
46 Expires 11/12/2018
acknowledged before m this
)sw/ - ,20 ,by
who is personally�pown to
as
and who did take an oath,
7 T ',vmM1bb1Q v tt EE866716
EXPIRES February 03, 2017
***********************************************************************************************************
41' APPROVED BY L! flans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
VM 1940 NORTH MONROE STREET
TALLAHASSEE FL 32399-0783
FALL, EUGENE 0
CERTIFIED ROOFING SPECIALIST INC
3440 NW 25TH AVE
POMPANO BEACH FL 33069
Congratulations! With this license you become one of the nearly
one million Floridians licensed by the Department of Business and
Professional Regulation. Our professionals and businesses range
from architects to yacht brokers, from boxers to barbeque restaurants,
and they keep Florida's economy strong.
Every day we work to improve the way we do business in order to
serve you better. For information about our services, please log onto
www.myfloridalicense.com. There you can find more information
about our divisions and the regulations that impact you, subscribe
to department newsletters and learn more about the Department's
initiatives.
Our mission at the Department is: License Efficiently, Regulate Fairly.
We constantly strive to serve you better so that you can serve your
customers. Thank you for doing business in Florida,
and congratulations on your new license!
DETACH HERE
(850) 487-1395
oSTATE OF FLORIDA
DEPARTMENT OF BUSINESS AND
PR0FES IbNAUREGULATION
CGC1504797.;�I' I SUOgS.07/23/2014
CERTIFIED GENI#ALCONTRACTOR
w
� l
IS CERTIFfED under the provisions of Ch_489 FS.
gip fffiio i date : AUG 31, 2016 11407230001363
RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY
STATE OF. FLORIDA -
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
r
CGC1504797
The"GENERAL CONTRACTOR
Nap.Vd below IS CERTIFIED
Undor the provisions of Chapter 489 FS:
Expiration date: AUG 31, 2016
0
FALL, EUGENE -,0,
CEtTIIE[��ROC�FING SRCIALIST INC
,
3440 I`jW 25TH AVE . "" � � � � .• � �
POMPAN0;8FACL 33069
ISSUED: 07/23/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1407230001363
BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT
115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895-954-831-4000
VALID OCTOBER 1, 2014 THROUGH SEPTEMBER 30, 2015
DBA: CERTIFIED ROOFING SPECIALIST INC Receipt#:GENE5RAL1CONTRACTOR
Business Name: Business Type: CONTRACTOR)
Owner Name: EUGENE OSCAR FALL Business Opened: 0 3 / 0 2 / 2 0 0 4
Business Location: 3440 NW 25 AVE State/County/Cert/Reg:CGC1504797
POMPANO BEACH Exemption_ Code:
Business Phone: 954-781-7663
Rooms Seats Employees Machines Professionals
4
For Vending Business Only
Number of Machines: Vendina Tvne:
Tax Amount Transfer Fee
NSF Fee
Penalty
Prior Years
I Collection Cost
I Total Paid
27.00 0.0o
0.00
0.00
1 0.00
1 0.001
27.00
THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS
THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is
non -regulatory in nature. You must meet all County and/or Municipality planning
WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when
the business is sold, business name has changed or you have moved the
business location. This receipt does not indicate that the business is legal or that
it is in compliance with State or local laws and regulations.
Mailing Address:
CERTIFIED ROOFING SPECIALIST INC
3440 NW 25 AVE
POMPANO BEACH, FL 33069
2014 .2015
Receipt #iCP-13-00011712
Paid 08/11/2014 27.00
AcorrV®CERTIFICATE OF LIABILITY INSURANCE
`...►'�
DATE (MM/DD
11/19/2014014
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder In lieu of such endorsement(s).
PRODUCER
Frank H. Furman, Inc.
1314 East Atlantic Blvd.
P. 0. BOX 1927
Pompano Beach FL 33061
ACT
CAONTME:
N
PHONE(954)943-5050 F NO:(954)943-5417
MAIL
DRE
INSURERS AFFORDING COVERAGE NAIC k
INSURER AAmTrust Intl Underwriters Ltd 08072
INSURED
Certified Roofing Specialists Inc.
3440 N W 25 Ave
Pom ano Beach FL 33069
INSURERB:National Fire Ins of Hartford 20478
INSURER C -American Guarantee & Liability 26247
INSURER DAmerican Casualty Co of Reading 0427
INSURERE:Continental Casualty Co 20443
INSURER F:
COVERAGES CERTIFICATE NUMBER:May 2014 B REVISION NUMBER:
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.
INTRR
TYPE OF INSURANCE
ADDL
SU R
POLICY NUMBER
MWDDDYOLICY EFF
MMIDDYOLICY EXP
LIMITS
GENERAL LIABILITY
EACH OCCURRENCE $ 1,000,000
A
X COMMERCIAL GENERAL LIABILITY
CLAIMS -MADE OCCUR
PAL105083000
/1/2014
/1/2015
DAMAGE TO RENTED
PREMIE Ea occurrence) $ 100,000
MED EXP (Any one person) $ EXCLUDED
PERSONAL & ADV INJURY $ 1,000,000
GENERAL AGGREGATE $ 2,000,000
GEN'L AGGREGATE LIMIT APPLIES PER:
PRODUCTS - COMP/OP AGG $ 2,000,000
$
POLICY X PRO LOC
AUTOMOBILE
LIABILITY
COMBINED SINGLE LIMIT
Ea accident 1 000 000
BODILY INJURY (Per person) $
B
X
ANY AUTO
ALL OWNED SCHEDULED
AUTOS AUTOS
092127836
/1/2014
/1/2015
BODILY INJURY (Per accident) $
PROPERTY DAMAGE $
Per accident
X
NON -OWNED
HIRED AUTOS X AUTOS
Uninsured motorist BI split limit $ 10,000
X
UMBRELLA LIABX
OCCUR
EACH OCCURRENCE $ 5,000,000
AGGREGATE $ 5,000,000
C
EXCESS LIAB
CLAIMS -MADE
DED I X I RETENTION
$
UC534616309
/1/2014
/1/2015
D
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITYTOR
ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N
OFFICERIMEMBER EXCLUDED? NJ
(Mandatory in NH)
N/A
5092127853
/1/2014
./1/2015
X WC STATU- OTH-
EB_
E.L. EACH ACCIDENT $ 1 00,000
E.L. DISEASE - EA EMPLOYEE $ 1,000,000
If yes, describe under
DESCRIPTION OF OPERATIONS below
E.L. DISEASE - POLICY LIMIT $ 1,000,000
E
LEASED/RENTED EQUIPMENT
2076243854
/1/2014
/1/2015
ANY ONE ITEM $350,000
DEDUCTIBLE $2500.
PER OCCURRENCE $350,000
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required)
RE: CGC1504797
Broward Business Tax 180-5611
13057568972@efaxsend.com
Miami Shores Village
Building Department
10050 NE 2nd Avenue
Miami Shores, FL 33138
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INSn25 r5-ninns� m
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
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Barry University -Farrell Hall
11300 NE 2nd Avenue
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Florida's Leading Engineering Source
Environmental • Geotechnical Construction Materials Testing - Threshold and Special Inspections • Plan Review& Code Compliance
WALL WIND PRESSURE & DOOR ASSEMBLY
Page 1 of 2
DATE: 11/15/14
CLIENT: CERTIFIED ROOFING
PROJECT: 014-2014.00
GFA#: 14-2114.00w
PROJECT NAME: FARRELL HALL: BARRY UNIVERSITY
PROJECT ADDRESS:
EXPOSURE C
11300 NE 2nd AVE.
z min = 15 ft:
MIAMI SHORES, FL.
PRESSURE COEFFICIENT
2
PROJECT DATA:
VELOCITY PRESSURE 9.5
HEIGHT: z := 1g FT
z
NOMINAL WIDTH: 20 FT
Kz 2.OL'
0.00256Kz•Kzt•Kd.
(TOO)
SLOPE: 9 > 7 deg
qz := V
PARAPET > 3:ft.. CONTINUOUS? NO
PSF Kz = 0.849
ENCLOSURE CLASS: ENCLOSED
qz = 63.905
RISK CATEGORY: III
REGION: HIGH VELOCITY HURRICANE,
DESIGN VELOCITY PRESSURE
DESIGN WIND SPEED: &,= 186 MPH
EXPOSURE: G
Dqz = 0.6g2
TOPO. FACTOR: H / Lh < 0.05
USE Kzt := 1.0
Dqz = 38.343 PSF
DIRECTIONAL FACTOR: Kd := 0.85
COMPONENTS & CLADDING:
EXTERNAL COEFFICIENT: GCp
DESIGN CRITERIA::
From Figure 30.4-1
FLORIDA BUILDING CODE 2010
INTERNAL COEFFICIENT: GCpi
Wind Design per ASCE 7-10
Wall coefficient: GCpi = 0.18
Analytical Procedure
CALCULATE WALL PRESSURES: { per ASCE 7-10 )
DESIGN SCOPE:
P:= Dgz-[(-GCP) + (GCpOl
GENSTEEL DOOR ASSEMBLY
NEGATIVE PRESSURES:
Wall & wind pressures as per ASCE--7
FIELD/EDGE P4:= Dqz-[(-1.1) + (-0.18)]
Use 0.6P
CORNER P5:= Dgz-[(-1.4) + (-0.18)1
P4 = —49.079
P5 = -60.582 psf
WALL .EDGE ZONE:
POSITIVE PRESSURES:
0.10W = 2
FIELD/EDGE Pop := Dgz•[(1.0) + (0.18)]
a:= 3 ft
CORNER P5p := Dgz.[(1.0) + (0:18)]
PROJECT DATA based on
P4P = 45.245
information provided by Client:
P5p = 45.245 psf
1215 Wallace Drive Delray Beach, Florida 33444
(561) 347.0070 (561) 3474809 (fax) www.teamgfa.com
OFFICES THROUGHOUT FLORIDA
WALL.WIND PRESSURE & DOOR ASSEMBLY Page 2 of 2
DATE: 11/15/14
SYSTEM TYPE: GENSTORM SINGLE OUTSWING OPAQUE STEEL DOOR GFA#: 14-2114.00w
ROOF SYSTEM ENGINEERING DATA:
Mfg/Type: GENSTEEL DOORS, INC.
Miami-Dade Product Notice Of Acceptance: #12-0223.35 Pgs 1-7
DOOR MATERIAL: OPAQUE STEEL
HINGES: STEEL MORTISE HINGES, 3 PER LEAF AS PER NOA APPROVED
HINGE FASTENERS: #12-24x1/2" FLATHEAD MACHINE SCREWS
THRESHOLD ANCHORING: ' AS PER NOA DETAILS, PAGE 2
JAMB ANCHORS: TYPES A THROUGH G PG. 3 (see anchor layout for Type G on. page 1 of NOA)
LOCK OPTIONS: OPTION 1 THROUGH 8 AS PER NOA PAGE 5
LOCK OPTION DESIGN PRESSURES: SEE BELOW
DESIGN CRITERIA: CHECK LOCK OPTIONS:
DP > P DP1 = -85/+85 POSITIVE:
DP2 = -80/+80 P4p 45.245
DP3 = -85/+85 P5p = 45.245
DP4 = -651+65
DP5 = -80/+80 NEGATIVE:
DP6 = -80/+80 P4 = -49.079
DP7 = -80/+80 P5 _ -60.582
DP8 = -80/+80
INSTALL GEN:STEEL OPAQUE STEEL DOOR FOR ROOF OUTLET AS FOLLOWS:
1) INSTALL DOOR AS PER NOA ANCHORING AND JAMB DETAILS
2) ALL LOCK OPTIONS ARE ACCEPTABLE FOR INSTALLATION AS PER PRODUCT CONTROL NOA
,►i11111/j
The Roof Code Provisions in Florida Building Code 2010 Apply To This Work. A.
J`,Q�'�•�C E ISI S'Cq��ii
N 717 7
Carlos 'A ,(lgrkado, 7 -F 11/17/2014
�•,,�
MIAMI•DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.mlamfdade.govlpera/
Gensteel Doors Inc.
4950 Hickmore Street
Ville St. Laurent, Quebec, Canada K4T1K6
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed by Miami -Dade County Product Control Section and accepted by the
Board of Rules and Appeals (BORA) 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. BORA 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: Series "GenStorm" Single Outswing Opaque Steel Doors
APPROVAL DOCUMENT: Drawing No. AD10-02, titled "Genstorm Outswing Single Door System - LMT", sheet
1 through 7 of 7, dated 02/10/11 and last revised on May 08, 2012, prepared by MCY Engineering, Inc, signed and
sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large Missile Impact Resistant
Limitations:
1. See Design Pressures & corresponding Hardware in sheet 5. Max. Exterior (positive) DP= +65, where water
infiltration requirement is needed.
2. Options #1, 2 & #4 require total two (2) flush bolts (top/bottom) on active panel.
LABELING: Each unit shall bear one of the following permanent labels:
Gensteel Doors Inc. Gensteel Doors Inc. North American Doors Corp.
4950 Hickmore Street 2335 Industrial Park Drive 1471 Military Turnpike
Ville St. Laurent, Quebec, Canada H4TIK6 Cornwall, Ontario, Canada K6H7M4 Plattsburgh, NY 12901-1911
and series and the statement: "Miami -Dade County Product Control Approved".
RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be
done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises # 10-1203.03 consists of this page 1 and evidence pages E-1, as well as approval document
mentioned above.
The submitted documentation was reviewed by Ishaq I. Chands, P.E.
NOA No 12-0223.35
M1AM1-DAD, C N TY Expiration Date: July 14, 2015
Approval Date: May 17,2012
Page 1
G2nsteel Doors Luc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under file # 10-1203.03)
2. Drawing No. AD10-02, titled "Genstorm Outswing Single Door System - LMP', sheet 1 through 7 of 7,
dated 02/10/11 and last revised on May 08, 2012, prepared by MCY Engineering, Inc, signed and sealed by
Yiping Wang, P.E.
B. TESTS (submitted under file # 10-1203-03)
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Water Resistance Test, per FBC, TAS 202-94 (PMK 2005 -AT)
Along with marked -up drawings and installation diagram of Genstorm Opaque Double Swinging Doors,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 6346, dated 10/14/10, signed
and sealed by Jorge A. Causo, P.E.
2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94(PMK177T threshold)
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94
Along with marked -up drawings and installation diagrarn of Genstorm Opaque, Glazed and Louvered
Single and Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL 5877, dated 10/13/09 and FTL 5898, dated 09/14/09, both signed and sealed by Julio E. Gonzalez,
P.E. (transferred from file # 10-0125.01)
3. Additional Test reports per FBC TAS 201, 202 and 203-94, test report No. ITS -3058370 -DOUBLE,
dated 12/09/04 for Double Outswing Honeycomb Steel Door System, prepared by Intertek Testing
Services, signed and sealed by Stephen J. Emerman, P. E. (# 05-0127.11)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by
MCY Engineering, Inc, dated 03/25/11, signed and sealed by Yiping Wang, F.E. (submitted under file
# 10-1203.03).
D. QUALITY ASSURANCE
1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. Tensile test see item (B) (2) (7) above.
F. STATEMENTS
1. Statement letter of conformance to FBC 2010, dated 02/22/12, prepared by MCY Engineering, Inc,
signed and sealed by Yiping Wang, P.E.
2. Statement letter of conformance to FBC 2007 & "No financial interest" both 01/06/10, prepared by
MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E. (under file # 10-1203,02)
3. Statement letter of Lab. Compliance & Addendurn dtd 12/20/10, as apart of above test reports.
G. OTHER
1. This NOA revises # 10-1203.03, expiring on 07/14/15.
2. Test proposal No. 08-1489, issued to Gensteel Door Inc, approved on 11/14/08.
3. Distribution agreement between GenSteel Door, Canada & North American Door Corp, N.Y.
dated 10/22/10, signed by Baguio Gervasi and Antonio Gervasi, re pe t'vely.
I haq�s I. Chanda, P.E.
Product Control Examiner
NOA No 12-0223.35
Expiration Date: July 14, 2015
Approval Date: May 17, 2012
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. 61Lm SNpYN A9 W Hqt bgd15R
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` SEE SHEET' 5 OF 7
SERIES GENSTORM OPAQUE OUTSWING STEEL DOOR MAD
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007/2010 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE (HVHZ).
DOORS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS.
DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE
IS OR IS NOT REQUIRED. (SINGLE ROW SELF ADHESIVE CLOSED CELL FOAM TAPE TO
BE APPLIED ENTIRE PERIMETER OF FRAME).
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING
OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEUMETAL SCREWS THAT COME
INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS.
METAL STRUCTURES NOT BY GENSTEEL DOOR CO. MUST SUPPORT LOADS
IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE.
•� �G I Iii Ili _ ',II i. 111 III ��) li_��I
ANCHOR LAYOUT OPTIONAL EMBOSSED DOOR LEAF PATTERNS:
(PORNIREANC--LYI
2 X WOOD BUCKS BY OTHERS MUST BE ANCHORED
PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.
ra"ucT paYllwa
A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USEDIN
OZ.
DESIGN OF ANCHORS INTO WOOD ONLY.
e I
DOOR PANEL: MIN. 20 GA. STEEL MIN. Fy = 55 KSI MIN.
q'
DOOR FRAME: MIN. 16 GA. STEEL MIN. Fy = 48 KSI MIN
DOOR PANEL STAINLESS OPTION: 20 GA STAINLESS STEEL
DOOR PANEL MEETING MIN. Fy = 55 ksi OR BETTER MAY
QUALIFY HAVING "MIL -CERTIFICATE" AS A VERIFICATION OF
THE AVAILABLE MIN. YIELD STRENGTH.
GWAtv
DOOR FRAME STAINLESS OPTION: 16 GA STAINLESS STEEL
VNN .
DOOR FRAME MEETING MIN Fy = 48 ksl OR BETTER MAYlMNG12Eg
S3P.E.%
�
QUALIFY HAVING "MIL -CERTIFICATE" AS A VERIFICATION OF
FLA ZASTRATTON!
PE155983
THE AVAILABLE MIN. YIELD STRENGTH.
c.aNR2esn
� ' TATE OF
NOTES:
�'•
EGRESS REQUIREMENTS TO BE REVIEWED
BY BUILDING OFFICIAL.
/n 1•..t:
COUNTY
-A— RR.
AD10-02
SHEET I OF
APPROVED
SEALANT/CAULKING
TO BE APPLIED
AS NEEDED METAL
TRU TURE
O a0 BOLT
�j F K R... I j (2) #10 x 1 1 /2"
W N TECHI BREW
i
W � �,
= z HEAD DETAIL q HEAD DETAIL A
cD z t 1
= w
w a
� O
LL o
�-(2)#10x11/2"
- — TECH.SREW
- j
� I
MS BO
! x 1 1/4"
4D)
LTS
#6x1" TEKSCREWSMEDGE tSl (� 6" O.0 CHOR
TYP. ANCHOR
OPTIONAL THRESHOLD 13TYPICAL THRESHOLD
APPR'D FOR WATER RESISTANCE APPRV FOR WATER RESISTANCE
TYPICAL ANCHORS Q THRESHOLD:
TYPE F. 1/4" OR 5/16" DIA. ULTRACONS BY'ELCO' Fv =165 KSI Fu = 177 KSI
CONCRETE
a I
i
i
HEAD DETAIL A
DIRECTLY INTO fc-3000 PSI MIN. CONCRETE
1-1/2" MIN. EMBED
2-112" MIN. EDGE DISTANCE
SEALANT:
1/4" TAPCON BY ITW Fv = 90 KSI Fu = 120 KSI ALL FRAME JOINTS AND CORNERS TO BE SEALED
DIRECTLY INTO fc'=3000 PSI MIN. CONCRETE WITH SILICONE AT PERIMETER
1-1/2" MIN. EMBED ALL SCREWS SEALED WITH GE SILICONE 11
2-1/2" MIN. EDGE DISTANCE
YYDaLiCTReYiGf'D-
MM
Aar�gNe N� 22 }�
16>Ni..Nw ease
w
acam
N
CHOR
TYPICAL THRESHOLD
APPR'D FOR WAT • RESISTANCE O
� `(��11C P.E.• =
' FLdRRM,REGISTRATION
PE 55983
C.A.N. 28677 ; Lu . s
STATE Of ••�� '
0
AD10-02
SHEET 2 OF 7
WOOD
LU 1
_k.mr,
ai
4 x 1 1/4"
)LTS
O a0 BOLT
�j F K R... I j (2) #10 x 1 1 /2"
W N TECHI BREW
i
W � �,
= z HEAD DETAIL q HEAD DETAIL A
cD z t 1
= w
w a
� O
LL o
�-(2)#10x11/2"
- — TECH.SREW
- j
� I
MS BO
! x 1 1/4"
4D)
LTS
#6x1" TEKSCREWSMEDGE tSl (� 6" O.0 CHOR
TYP. ANCHOR
OPTIONAL THRESHOLD 13TYPICAL THRESHOLD
APPR'D FOR WATER RESISTANCE APPRV FOR WATER RESISTANCE
TYPICAL ANCHORS Q THRESHOLD:
TYPE F. 1/4" OR 5/16" DIA. ULTRACONS BY'ELCO' Fv =165 KSI Fu = 177 KSI
CONCRETE
a I
i
i
HEAD DETAIL A
DIRECTLY INTO fc-3000 PSI MIN. CONCRETE
1-1/2" MIN. EMBED
2-112" MIN. EDGE DISTANCE
SEALANT:
1/4" TAPCON BY ITW Fv = 90 KSI Fu = 120 KSI ALL FRAME JOINTS AND CORNERS TO BE SEALED
DIRECTLY INTO fc'=3000 PSI MIN. CONCRETE WITH SILICONE AT PERIMETER
1-1/2" MIN. EMBED ALL SCREWS SEALED WITH GE SILICONE 11
2-1/2" MIN. EDGE DISTANCE
YYDaLiCTReYiGf'D-
MM
Aar�gNe N� 22 }�
16>Ni..Nw ease
w
acam
N
CHOR
TYPICAL THRESHOLD
APPR'D FOR WAT • RESISTANCE O
� `(��11C P.E.• =
' FLdRRM,REGISTRATION
PE 55983
C.A.N. 28677 ; Lu . s
STATE Of ••�� '
0
AD10-02
SHEET 2 OF 7
SEE SHEET 3 FOR
TYPICAL ANCHOR
CONCRETECK 1 (SEE ELEVATION
FOR SPACING
SEE SHEET 1)
r
li
2
o
WIRE ANCHOR 1/4" MAX.
(SEE ELEVATION SHIM SPACE
FOR SPACING)
TYPICAL ANCHORS
SEE SHEET 3 FOR
TYPICAL ANCHOR
(SEE ELEVATION
HINGE JAMBSTRIKE JAMB n
ANCHOR DETAILL ' (LOCK OPTION 2 OR 4 SHOWN)\t-'/
_N
D
w
U'
0
Lu
a'7WpUC1' IIRVYi®D.
Colk Ms tMdr
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FLORIDA R€GSTRATION
PE 5983
C.A.N. 286 7
:- STATE bF
`+- mumso xo.
r, ttl e1�`,, AD10-02
MAY 0 8 2012 sH66'P 3 OF 7
5/16" DIA. ULTRACONS BY'ELCO' Fv=155 KSI Fu = 177 KSI
TYPE D. 3/8" DIA. POWER BOLT BY'POWERS'
DIRECTLY INTO 2BY WOOD BUCK
DIRECTLY INTO fC=3000 PSI CONCRETE
DIRECTLY INTO fc=3000 PSI CONCRETE
24/2" MIN. EMBED
1-1/2" MIN. EMBED
3" MIN. EDGE DISTANCE
2-1/2" MIN. EDGE DISTANCE
TYPE E. 6/16" DIA. SMS OR MACHINE BOLTS (MIN. GRADE 2 CRS) OR STST
TYPE B.
3/8" DIA. HLC SLEEVE ANCHOR BY'HILTI'
INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.)
DIRECTLY INTO fc'=3000 PSI CONCRETE, 3" MIN. EDGE DIST.
STEEL: Fy = 36 KSI MIN.
DIRECTLY INTO fc'=2000 PSI CONCRETE BLOCK, 3-1/2" MIN. EDGE DIST.
ALUMINUM: 6063-T6 MIN.
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
1-1/4" MIN. EMBED
TYPE C.
3/8" DIA. SLEEVE ANCHOR BY'WEJ-IT'
TYPE G. WIRE ANCHOR (FV = 60 ksi.) mm, irLow
DIRECTLY INTO fc'=4000 PSI CONCRETE, 2-318" MIN. EMBED
0.173 DIA. STEEL WIRE ANCHORS EMBED INTO CONCRETE BLOCK
DIRECTLY INTO fc'=2000 PSI CONCRETE BLOCK, 1-1/4" MIN. EMBED
3-1/2" MIN. EDGE DISTANCE
_N
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FLORIDA R€GSTRATION
PE 5983
C.A.N. 286 7
:- STATE bF
`+- mumso xo.
r, ttl e1�`,, AD10-02
MAY 0 8 2012 sH66'P 3 OF 7
SEE SHEET 3 FOR
TYPICAL ANCHOR
(SEE ELEVATION
FOR SPACING
SEE SHEET 1)
1/4"
SHIM
HINGE JAMB C
DETAIL
HINGE JAMB C
DETAIL
AA ANCHOR
EA. ANCHOR
SEE SHEET 3 FOR8
0
0
EMA ANCHOR
TYPICAL ANCHOR
x � MIN.
-
AT EA. ANCHOR
OEMBEDMENT
SEE SHEET 3 FOR
m0:
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TYPICAL ANCHOR
O '
R
(SEE ELEVATION
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it
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SEE SHEET 1)
O
W
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1.) I
O
1/4" MAX.
1/4" MAX.
SHIM SPACE
n
SEE SHEET 3 FOR
TYPICAL ANCHOR
(SEE ELEVATION
FOR SPACING
SEE SHEET 1)
1/4"
SHIM
HINGE JAMB C
DETAIL
HINGE JAMB C
DETAIL
AA ANCHOR
EA. ANCHOR
SEE SHEET 3 FOR8
MIN.
EMA ANCHOR
TYPICAL ANCHOR
MBEDME
-
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-
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SEE SHEET 1)
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SHIM SPACE
HINGE JAMBC
DETAIL
SEE SHEET 3 FOR
g EMA ANCHOR
TYPICAL ANCHOR
AT EA. ANCHOR -
(SEE ELEVATION
MIN.
FOR SPACING
SEE SHEET 1)
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MBEDME
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STRIKE JAMB
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4-}" LG ANGLE
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R
SEE SHEET 3 FUHE-
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ANCHOR ULTRACONS
(SEE ET
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i I
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SEE SHEET 3 FOR
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PE 065983 *
sf4.N. 28677
�S , TE OF !Q
STRIKE
SHIM SPACE
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r41 itso %
AD10-02
MAY 0 8 2012
MIAMI DADE COUNTY
SHEET 4 OF 7
LOCK OPTIONS
OPTION 1 OPTION 5
• VON DUPRIN 9847EO SURFACE VERTICAL ROD WITH #229 STRIKE 'PRECISION" HC2800 CONCEALED VERTICAL ROD. SURFACE
USING SIX #9x25mm (1'l MACHINE SCREWS AND TWO #14x25mm MOUNT TWO POINT LOCK SYSTEM WITH "PRECISION" PANIC
(1") MACHINE SCREWS SEALED WITH DEVICE WITH (4)10.24 x 1-1/4". LOCATED 39-1/2" FROM
`GE SILICONE IP' BOTTOM
DESIGN LOAD -'IVES"
88453 SURFACE MOUNT MANUALLY OPERATED FLUSH DE81GN-LOAD (2)SURFACE MOUNT METALLIC STRIKE PLATE AT HEAD TO
+85.0 PSF BOLT. TO BE FASTENED WITH (2) 10 x 1-1/2" TEKS SCREW + (2) 14x1 -8D.0 PSF BE FASTENED WITH (2) 1/4-20 FH MS
88.0 PSF 1-1/4" MS 80.0 PSF -
OPTION 4
"PRECISION" HC2300 MORTISE PANIC EXIT. SURFACE MOUNT
MANUALLY OPERATED FLUSH BOLT AT TOP AND BOTTOM.
WITH (4) 10 x 1-114" FH SMS
OPTION 6
OPTION 2
"PRECISION" HC2200 SURFACE VERTICAL ROD.
- "VON DUPRIN" 9876EO MORTISE EXIT WITH (2) 832 x 3/8" FH MS.
DESIGN LOAD
BOTTOM
LOCATED 393/4" FROM BOTTOM
80.0 PSF
- "IVES" SB453 SURFACE MOUNT MANUALLY OPERATED FLUSH
...
BOLT. TO BE FASTENED WITH (2)10 x 1-12" TEKS SCREW + (2)14x1
DESIGN LOAD
1-1/4" MS
+80.0 PSF
-80.0 PSF
OPTION 4
"PRECISION" HC2300 MORTISE PANIC EXIT. SURFACE MOUNT
MANUALLY OPERATED FLUSH BOLT AT TOP AND BOTTOM.
WITH (4) 10 x 1-114" FH SMS
OPTION 6
OPTION 3
"PRECISION" HC2200 SURFACE VERTICAL ROD.
"SARGENT" 8200 SURFACE MOUNT MORTISE LOCK WITH
DESIGN LOAD
BOTTOM
HANDLE. WITH SURFACE MOUNT METALLIC DEAD -BOLT.
80.0 PSF
LOCATED 38" FROM BOTTOM WITH (2) B-32 x }" FH MS
DESIGN LOAD
+85.0 PSF
-85.0 PSF
OPTION 4
"PRECISION" HC2300 MORTISE PANIC EXIT. SURFACE MOUNT
MANUALLY OPERATED FLUSH BOLT AT TOP AND BOTTOM.
WITH (4) 10 x 1-114" FH SMS
nn
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SINGLE DOOR Z
ar
HINGES: STEEL MORTISE HINGES 3 PER LEAF.
LOCATED AT 9-t MAX. FROM TOP OF DOOR TO = o
CENTER LINE OF HINGE. AND TO BE SPACED OUT a
31-15/16" MAX. FROM CL TO CL OF HINGE. TO BE W
FASTENED BY #12-24 x J" FLATHEAD MACHINE 2
SCREWS. Z 2 gn
W
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DOOR EDGE CON5TRUCTION D v
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w -I C e FLORIDA REGISTRATION;
, MiE 03
PE 155983 "10_
C.A.N. 2867 : LU .seta ws
STATE O ,•'4U ., —
II AD10-02
MAY 8 201
IifAMi RADE COUNTY SHS6T _11011 7
OPTION 6
"PRECISION" HC2200 SURFACE VERTICAL ROD.
(4) 10-24 x 1-1/4" OH MS. LOCATED 39-314" FROM BOTTOM
DESIGN LOAD
BOTTOM
*80.0 PSF
80.0 PSF
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SINGLE DOOR Z
ar
HINGES: STEEL MORTISE HINGES 3 PER LEAF.
LOCATED AT 9-t MAX. FROM TOP OF DOOR TO = o
CENTER LINE OF HINGE. AND TO BE SPACED OUT a
31-15/16" MAX. FROM CL TO CL OF HINGE. TO BE W
FASTENED BY #12-24 x J" FLATHEAD MACHINE 2
SCREWS. Z 2 gn
W
m�
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w
W L 0 o
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DOOR EDGE CON5TRUCTION D v
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eBgDUCT N6YIY0N Op FF�11 ; a
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w -I C e FLORIDA REGISTRATION;
, MiE 03
PE 155983 "10_
C.A.N. 2867 : LU .seta ws
STATE O ,•'4U ., —
II AD10-02
MAY 8 201
IifAMi RADE COUNTY SHS6T _11011 7
OPTION 7
"VON DUPRIN" 9847 CONCEALED VERTICAL ROD WITH PANIC
DEVICE WITH (2) 8-32 x 3/8" FH MS. LOCATED 393/4" FROM
DESIGN LOAD
BOTTOM
DESIGN LOAD
80.0 PSF
-80.0 PSF
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SINGLE DOOR Z
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HINGES: STEEL MORTISE HINGES 3 PER LEAF.
LOCATED AT 9-t MAX. FROM TOP OF DOOR TO = o
CENTER LINE OF HINGE. AND TO BE SPACED OUT a
31-15/16" MAX. FROM CL TO CL OF HINGE. TO BE W
FASTENED BY #12-24 x J" FLATHEAD MACHINE 2
SCREWS. Z 2 gn
W
m�
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w
W L 0 o
oo
DOOR EDGE CON5TRUCTION D v
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A -622 `'� L
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`OG WA^/ ",� CO a
ems° l\4 �GENSE':; 'fry e
it}iRd P.E
w -I C e FLORIDA REGISTRATION;
, MiE 03
PE 155983 "10_
C.A.N. 2867 : LU .seta ws
STATE O ,•'4U ., —
II AD10-02
MAY 8 201
IifAMi RADE COUNTY SHS6T _11011 7
OPTION 8
"DOREX" FC 10 SERIES LEVER LOCK.
"DOREX'HFA61DEADSOLT
DESIGN LOAD
80.0 PSF
-80.0 PSF
nn
N UJ
SINGLE DOOR Z
ar
HINGES: STEEL MORTISE HINGES 3 PER LEAF.
LOCATED AT 9-t MAX. FROM TOP OF DOOR TO = o
CENTER LINE OF HINGE. AND TO BE SPACED OUT a
31-15/16" MAX. FROM CL TO CL OF HINGE. TO BE W
FASTENED BY #12-24 x J" FLATHEAD MACHINE 2
SCREWS. Z 2 gn
W
m�
Y
� ,nE_
w
W L 0 o
oo
DOOR EDGE CON5TRUCTION D v
O P'1 &
eBgDUCT N6YIY0N Op FF�11 ; a
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ewe T
A -622 `'� L
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Y x
`ttttttlltliiii"' Fo
`OG WA^/ ",� CO a
ems° l\4 �GENSE':; 'fry e
it}iRd P.E
w -I C e FLORIDA REGISTRATION;
, MiE 03
PE 155983 "10_
C.A.N. 2867 : LU .seta ws
STATE O ,•'4U ., —
II AD10-02
MAY 8 201
IifAMi RADE COUNTY SHS6T _11011 7
Im
0PSLi
36/6"
rsle"178'
THRESHOLD
O
5"
3%" 1%'
THRESHOLD
3Ye' 1%8"
OPTIONAL THRESHOLD
O1
VINYL CAP
Llj
I
•1234 MS
(4 PER LEAF)
.134" THICK STEEL HINGE
;ANCXR
40
3 518\
FAMO
EMAANCHOR
FA1040
FLOOR ANCHOR
12 GA. REINFORCEMENT PLATE
040
11
v
�tDDa-,
HR2000
DUST BOX
--MT VVI IZM!NVT-IVR Fy.WKel
e
HRIO30 —
10 GA HINGE REINFORCEMENT
13
1000. SURFACE #
BOLT MORTISE STRIKE 4 4
REINFORCE MEM #
HOLE DRILLED
AND TAPPED FOR + a
/4
&24 SCREW 7
• DM700M
SURFACE BOLT STRIKE
REINFORCEMENT
PART No. DC1DD0 & DR7000 PART No. DR1010 V
18 GA CLOSER BOX 18GA MORTISE BOX FR1200
REINFORCEMENT REINFORCEMENT FRAME REINFORCEMENT
W140
1 1/4' 1SOE
REINFORCEMENT
M m
V..LES.RIlES
AND TAPPED FOR
#12-24 SCREWS
1 I/16'
FR1100M
STRIKE DUSK BOX
1,
'"A, MORTISE 1110
LOCK EDGE NT + + N
REINFORCEME
0
# OLE DRILLED
AND TAPPED FOR
DR1700 R12-24SCREW
MORTISE LOCK EDGE
REINFORCEMENT
19
�tia
-16 GAUGE
REINFORCEMENT
a
c�
HOLES DRILLED
AND TAPPED FOR
#12-24 SCREWS
\6
FRI.
ASA STRIKE
BOX REINFORCEMENT
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PE.N55983
C.A11SS 28677
AT -E OF
AD10-02
HEaO