WS-19-922I
Y
f,
1
Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Issue Date: 05/29/2019
Location Address Parcel Number
775 NE 97TH ST, Miami Shores, FL 33138 1132060142330
Contacts
Permit NO.: W5-04-"-922
Permit Type: V ndoWS/5hutterS
Work Classification: Garage Door
Permit Status: Approved
Expiration: 11/25/2019
Alina Nunez Owner HOME OWNER Contractor
775 NE 97 ST, MIAMI SHORES, FL 33138-2525 HOME OWNER
Inspection Requests:
Description: REPLACE TRACKS FOR GARAGE DOOR Valuation: $ 300.00 Inspec ion Re
Total Sq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$0.60
Copies Fee (Manual)
$1.65
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.20
Notary Fee
$5.00
Scanning Fee
$9.00
Technology Fee
$2.50
Windows/Shutters Fee
$50.00
Work Without Permit 1st Offense(� $100.00
Work Without Permit 1st Offense $100.00
Total:
$322.95
e
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$322.95
Credit Card
04/26/2019 $50.00
Credit Card
05/29/2019 $272.95
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.
OWN ER/S FFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulau4jg 'r%trvction and zoning. Futhermore, I authorize the above named contractor to do the work stated.
Signature:
/ Applicant / Contractor / Agent
Date
May 29, 2019 Page 2 of 2
BUILDING
PERMIT APPLICATION
BUILDING ❑ ELECTRIC ❑ ROOFING
Miami Shores Village RECEIVED
g AP 262019
Building Department
BY: �
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972 `[
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 20 l::"-(
Master Permit No.snl S -bq r 1 of 22,
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
i
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
A . P
OWNER: Name (Fee Simple Titleholder):
Address:
ne#:
City: �� i A 144 ( ak"� State: Zip: G r�
Tenant/Lessee Name: Phone#: 3
Email: A l,tiv� 1�1Vx��Z`(A
CONTRACTOR: Company Name:
Address:
City:
Qualifier Name:
State Certification or Registratio
Phone#: _
Zip:
Phone#: _
Certificate of Competency #:
DESIGNER: Architect/EKiineer: Phone#:
Address: State
Value of Work for this Permit: $ � 00 Squaj`e/Linear Footage;of, ork:
Type of Work: ❑ Addition ❑ Alteration �`
'ReReplace
❑ New pair/ Description of Work:
Specify color of color thru tile:
Submittal Fee $ S.7 p Permit Fee $
Scanning Fee $ Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $ _
(Revised02/24/2014) T7(z—_0 A_ G'z)
CCF $_
DBPR $
S
Zip:
❑ Demolition
CO/CC $
Notary $ 5� W
Double Fee $ oo , 0�3
Bond $
TOTAL FEE NOW DUE $ 2�2
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 low 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 ov a d a-r- ction fee will be charged.
Signatur I Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this
�6tH day of 20 I� by
who is personally known to s
me or who has produced _1)YtV�r Ij CAnas
identific a nwho'd ke an oatpp��/TAR PUBL
ON
Sign:
The foregoing instrument was acknowledged before me this
day of 20, by
who is personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: YhYu,t� .L i+�" � Print:
'
Seal: /y ••' •....••�J� Seal:
M1
***********************************************************************************************************
APPROVED BY (Pr/zZ Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
OWNER BUILDER DISCLOSURE STATEMENT
NAME:
ADDRESS:
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
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 489.303(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 ndt 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
2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and
is not hiring a licensed contractor to assume responsibility.
Initial
3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential
financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the
contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts.
Initial
4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial
building if the costs do not exceed $75,000, The building or residence must be for my use or occupancy. It may not be built or substantially
improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the
construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption.
Initial
yyiafiid'`il:i i; eefy
4 v?� Mif51 , 1,und6istand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
Initial
6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It
a
" is my responsibility to ensure that the persons whom I employ have the license required by law and county or municipal ordinance.
y :..y ,,;,f �r: 4` A Initial
. I r
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. 1, 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— (("��IP\"
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. ,�/p
Initial __/�A�
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.� /J
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
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:
Initial
12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on
this disclosure.
Initial
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 day of , 20
Jli V1 01 IJ Un`eZ
who was personally known to me or who has
Produced there License or
Y +� V� ✓ �I Ct C h S ^e as identification.
ARY
74&1—
L,� �.l j 1(je�
.
....
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�S--(J
Miami Shores Village
APPROVED BY DATE
70NING DEPT
BLDG DEPT
3
IAN( WITH ALL FE(7FnAL
•ram��I �✓ f n� II r' � i" Y v II f S AND [if NIS
�i R262019
BY:
W
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
DAB Door Company, Inc.
12195 NW 981h Avenue
Hialeah Gardens, FL 33018 ."• •.
. . .... ......
. .
COPE: .. . . ... .
This NOA is being issued under the applicable rules and regulations governing the use of wnWaction tri"aYWThe • • •
documentation submitted has been reviewed and accepted by Miami -Dade County RER-Psod&4 Control Sertion to bi
used in Miami Dade County and other areas where allowed b the Authority Having JurisdietioH • ... • •
Y tY g � (AHJ).. .
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County &#duct Control Section Q�...
Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve th"light to have thiseproduct w.*.. •
material tested for quality assurance purposes. If this product or material fails to perfor"in•ihe accePa manner, the....
manufacturer will incur the expense of such testing and the AHJ may immediately revoke:ff4l, or suspead the use of
such product or material within their jurisdiction. RER reserves the right to revoke this lacceptance, ifiit is determined..:.
by Miami -Dade County Product Control Section that this product or material fails to:megtet; a regairements 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: Hurricane Master Model 824/811 Steel Sectional Garage Door up to 16'-2" w/
Window Lite Option (DP +48.0, -52.0 PSF)
Ar i ROYAL DOCUMENT: Drawing No. 98-05 Rev M, titled "24 GA. Roll Formed Steel Sectional
Garage Door", dated 02/23/1998 and last revised on OCT 03, 2017, sheets 1 through 6 of 6, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, 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 and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model/series
number, the positive and negative design pressure rating, indicate impact rated if applicable, installation
instruction drawing reference number, approval number (NOA), the applicable test standards, and the
statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track,
bottom angle, or inner surface of a panel.
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.
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 Iiterature. 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 # 15-0302.01 and consists of this page i and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
APPROVED
NOA No. 17-10IS.1:'
Expiration IDatc: JWA 21, 2u2u
Approval Date: December 14, 2017
Page 1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS •..•
1. Drawing No. 98-05, titled "24 GA. Roil Formed Steel Sectional Gauge Door", 8P.VA • •
02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 644, prep!"by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E. •' •; • • • • • • • • • •
B. TESTS "Submitted under NOA # 11-0414.13" •
.... . .. .....
1. Test Report on Uniform Static Air Pressure Test, Loading and Force Fatry Tel per.FBC. ..... •
TAS 202-94, of "DAB 824 Sectional Residential Garage Door" preparsdby HuMAM ......
Engineering & Testing Inc., Report No. HETI-07-4267, dated 06/ 49/£Q9f, signed and sealed
by Candido F. Font, P.E. • • • • •
2. Test Report on Large Missile Impact Test per FBC, TAS 201-94 aid Gyalic Wilid Pressure
Test per FBC, TAS 203-94, of'DAB 824 Sectional Residential Garage Isoor", pra *Awd by •
Hurricane Engineering & Testing Inc., Report No. HETI-11-3206, dated 02/10/fa.l•, signed
and sealed by Candido F. Font, P.E.
3. Test Report on Tensile Test per ASTM E8-08 of "Sectional Residential Door (skin)",
prepared by Hurricane Engineering & Testing Inc, Report No. BETI-11-T101, dated
01/29/2011, signed and sealed by Candido F. Font, P.E.
"Submitted under NOA # 05-0217.02"
4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional
Residential Door with Windows" prepared by Hurricane Engineering & Testing Inc., Test
Report No. HETI 03-1328, dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, PE.
5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by
Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1329, dated 07/15/2003
signed and sealed by Rafael E. Droz-Seda, P.E.
6. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)" prepared
by Hurricane Engineering & Testing Inc, Test Report No. HETI 03-T078, dated 10/31/2003,
signed and sealed by Rafael E. Droz-Seda, P.E.
"Submitted under NOA # 03-0210 04"
7. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels,
prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A.
Jackson, P.E.-
C. CALCULATIONS "Submitted under NOA # 14-0814.08"
1. Anchor verification calculations prepared by Al-Farooq Corporation, dated
09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E.
haq 1. Chanda, P.E.
Product Control Examiner
NOA No. 17-1018.11
Expiration Date: July 21, 2020
Approval Date: December 14, 2017
E-1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.) "Submitted under NOA # 09-0128.01 "
2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 04/05/2011, signed and sealed by Javad Ahmad, P.E.
0000
"Submitted under NOA # 09-0128.01 " ' • • . • '
. • • . • .
3. Anchor verification calculations prepared by Al-Farooq Corporations complying �vitt,F.B.0
•
2007, dated 12/18/2008, signed and sealed by Humayoun Farooq, RE% • • • •.'
• • •.: •
•
D. QUALITY ASSURANCE 0"" V.
' • • • •
1. Miami -Dade Department of Regulatory and Economic Resources ( p • •'
.• • •
": ".
•
•••••
E. MATERIAL CERTIFICATIONS . • ....
• •
1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative, Plastks, for their.
.... ; .
Lexan Sheet Products, approved on 11/28/2013 and expiring on 07t17/;0j 8. V e • 0 •
2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, fot theit • .0.
• • •
Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring aii
11/29/2017.
3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded
Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their
Dyplast ISO-C I Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc, for
their Expanded Polystyrene Block Insulation, approved on 02/24/2011 and
expiring on 02/24/2016.
"Submitted under NOA # 05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E.
Droz-Seda, P.E.
7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared by
Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed
and sealed by 1. Ghia, P.E.
8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test
of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No.
04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E.
F. STATEMENTS "Submitted under NOA # 14-0814.08"
1. Statement letter of code conformance to the 51 edition (2014) FBC and no financial interest
issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E.
1 s1u.,1. L 1 . _.-
Ish q I. Chanda, P.E.
Product Control Examiner
NOA No. 17-1018.11
Expiration Date: July 21, 2020
Approval Date: December 14, 2017
E -2
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUB
2. New ENidence submitted.
A. DRAWINGS
1. Drawing No. 98-05 Rev M, titled "24 GA. Roll Formed Steel Sectional Garage Door",
dated 02/23/1998 and last revised on OCT 03, 2017, prepared by 8l-F4rooq 64Z%tion,s . 0 0:
signed and sealed by Javad Ahmad, P.E. • • • . ... . •
Note: This revision consist of editorial changes to comply with FBC 2011' • • • 0 • • • • • •
.... ......
B. CALCULATIONS • .... . .. .....
1. None ..:..'
.. .. . ......
C. QUALITY ASSURANCE •
1. Miami Dade Department of Regulatory and Economic Resources.(RER). ; • • • • •
.. . . ..
D. MATERIAL CERTIFICATIONS • : 0
1. Notice of Acceptance No.17-0221.06, issued to Insulfoarn, LLC, for their
Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/2022.
2. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products, LLC, for their Dyplast
ISO-C1 Polyisocyanurate Insulation, expiring on 01/11/2022.
3. Notice of Acceptance No.15-1203.04, issued to Cellofoam North America Inc, for their
Expanded Polystyrene Block Insulation, expiring on 02/24/2021.
4. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Sheet
Products, expiring on 07/17/2018.
E. STATEMENTS
1. Statement letter of conformance to FBC 2014 (5t" Edition) and FBC 2017 (6th Edition),
prepared by Al Farooq Corporation, dated 10/05/17, signed and sealed by Javad Ahmad,
P.E.
F. OTHER
1. This NOA revises NOA #15-0302.01, expiring 07/21/20
�• (�a 1-4,.Sr--
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No. 17-1018.11
Expiration Date: July 21, 2020
Approval Date: December 14, 2017
E -3
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
qFM
7-1/2" X 2-1/4' X 18 GA
TOP FIXTURE 5-1/2" X 2-3/4" X 0.1"
m
GALV. STEEL CENTER HINGE -'
W/ (4) #14 X 5 8' SMS �`0)-
/ -/'�
�PUSH NUT
STEEL PLATE WITHEND ONE 5ITH MS W/ NUT
FASTENED TO END STILE WITH
OPTIONAL DOOR VIEWER
TO BE INSTALLED AT
WITHOUT DELRON SLEEVE (STD.)
7-1/2' X 3` X .071` CALV. STEEL• /
END ROLLER HWGFy I
(DO •
•
• 41 •
(6) 014 X 3/4" SELF DRILLING SCREWS
• • SEE SHEET 4 FOR TOP BRACKET OPTIONS
• • • •
ANY CENTER STILE
O
W/ (6) 414 X 5/8" 1
I • _•
• • CENTER STILES _
WITHOUT DELRON SLEEVE IS 0 • •
0
WITH DELRON SLEEVE (OPTIONAL.) •
11 ♦ • i • j • • •
7-i/2" X 2-1/4' X .071" 1
GALV. STEEL CENTER HINGE 1\ --
W/ (4) #14 X 5/8" SMS LOCK
® WITH DELRON SLEEVE (OPTIONAL) 2/ DOOR* • 11� • • • •
•'`• • • i' r-a-
CENT ER HINGE 1' W X .1' 1HK. mk' `` • • •
J�STANDARD LOCK I-
11` SPRING LOADED SLIDE BOLT (BOTH SIDES),, +
FASTENED W/ (4) #14 X 1/2' S.M.S. B
5/8- MIN. LOCK ENGAGEMENT
CONFORMS TO SECTION 1008 REGARDING
GARAGE DOORS
158 CIA.
W FABL 5
7"X3"X0.1"
STEEL PLATE
WITH (4) #14 X 3/4"
SELF DRILLING SCREWS
BRACKET
STD. LIFT DOOR
TOTAL a OF
DOOR
'U' BARS AT
HEIGHT
CONSISTS OF
FACH DOOR
W-6'
2 SECTIONS 18'
2 SECTIONS 21'
6'-9'
1 SECTION IS-
3 SECTIONS 21'
3
7'
4 SECTIONS 21"
-
7'-3'
-
-
7'-6'
5 SECTIONS 18'
-
7'-9`
4 SECTIONS 18'
1 SECTION 21'
B'
3 SECTIONS 18'
2 SECTIONS 21"
_
8'-3'
2 SECTIONS 18'
3 SECTIONS 21"
8'-6'
1 SECTION 18'
4 SECTIONS 21'
a'-9'
5 SECTIONS 21'
7
9'
6 SECTIONS 18"
-
9'-3'
S $CTIOHS IS.
1 SECTION 21'
4
9'-6'
4 SECTIONS 19'
2 SECTIONS 21"
3 SECTIONS 18'
3 SECTIONS 21%
2 SECTIONS ta'
4 SECTIONS 21'
1 SECTION Ur
5 SECTIONS 21"
8 SECTIONS 21'
-
6 SECTIONS 18'
1 SECTION 21'5
E12'3
SECTIONS 18'
2 SECTIONS 214
SECTIONS 16'
3 SECTIONS 21'
3 SECTIONS 18"
4 SECTIONS 21"
2 SECTIONS 18'
5 SECTIONS 21"
5
1 SECTIONS 18"
6 SECTICNS 21-
12'-3'
17 SECTIONS 21"
-
t2'-6'
a SECTIONS 18"
2 SECTIONS 21'
IV-9'
5 SECTIONS 18*
,3 SECTIONS 21`
I3'
4 SECTIONS 18"
14 SECTIONS 21'
13'-3'
3 SECTIONS 18'
S SECTIONS
13'-W
2 SECTIONS 18`
6 SECTIONS 21-
13'-9'
1 SECTION 18'
17 SEC TION5 21'
14'
8 SECTIONS 21"
-
14'-3'
6 SECTIONS 18'
3 SECTIONS 21'
14'-8`
5 SECTIONS 18'
4 SECTIONS 21"
14'--9'
4 SECTIONS ta'
S SECTIONS 21'
6
5
15,
3 SECTIONS IS"
6 SECTIONS 21"
15'-3"
2 SECTIONS 18"
7 SECTIONS 2i'
I SECTION IS"
a SECTIONS 21'
15'-9'
9 SECTIONS 21"
-
16'
6 SECTIONS 18'
4 SECTIONS 21'
BRACKET
LOW HEADROOM
DOOR OPTION
7-7/8" X 3-1/8' X .010"
STEEL PLATE
WITH (4) #14 X 3/4" SDS
i. m-
rNmA jrt--
rm
I
I -r-
I
WIN I
I M071
F17mi 1111
�
I
CENTER STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT INSIDE ELEVATION
OUTSIDE END STILE RAISED PANEL EMBOSSED DOOR
HANDLE
BAR GUIDES
fTjLOCK
NSTALLED ON END STILE
WITH (4) 014 X 5/8" SMS
ST X .6W LOCK BAR
NGAGES IN TRACK
OUTSIDE KEYED LOCK
ON EACH SIDE OF DOOR CENTER STILES
g
m ®
ry�k
LOCK BARB LOCKING SHOWN
g
ALTERNATE TO
-
" rl
SPRING LOADED SLIDE BOLT
8'_0" TO 9'-10"
LOCKS SHOWN ABOVE
DOOR WIDTHS
DAB DOORS INC.
Hurricone MasterO Model 824/811
Mox. Size 16'-2" X 16'-0' High
With Window Lite Option
DESIGN PRESSURE RATING = + 48.0 PSF
- 52.0 PSF
SCHEDULE 'A'
CENTER STILES CONFIGURATION
DOOR WIDTHS
f OF CENTER STILES
TO 9'-10"
2
10--0- TO 11-10"
2
12'-O" TO 13'-!W
--
3 -
14'-0" TO 15'-10'
4
15'-11" TO I6'-2"
5
f DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLO.
BUILDING CODE, TAS-202, TAS-201 & TAS-203 FOR HVHZ AND
1, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 OTH EDITION)/2017 (6TH EDITION) FLORIDA
BUILD NG CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUV S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
4. MATERIALS INCLUDING BUT NOT LIMITED TO STEELUMETAL SCREWS, THAT
COME. INTO CONTACT WITH OTHER OISSIMILA MAT RWS SHALL MEET THE
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG, CODE & ADOPTED STANDARD!
5. THIS PRODUCT APPROVAL 15 GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL
6. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION
IN ACCORDANCE WITH SECTION 1709.913 OF FLORIDA BUILDING CODE.
LABELING TO COMPLY WITH SECTION 1709.0.2.
QIDUCiT 1LcY
w1N Tile IPNMW¢
19
�+V
l'J ® ®®
—.
MAY BE3USED ELF ORIWNG SCREWS
�1
AM,--Ni 1 01 •(
I 10'-0'
TO 11'-10'
-
�— 14'-0" TO 15'-10"
IN LIEU OF /14 X 5/8` SMS
----
E>ydL'aWDite 1 w' DOOR WIDTHS
DOOR WIDTHS
((
rMnN C'9at c1
Q U -
6Z , a ( '
REFER TO SHEET 2
n IT
12'-0' TO IN-10" _ I
IT
I 15'-11" TO 16'-2"..._�..-�^.�
'-'-
FOR U-BAR PLACEMENT
DOOR W101HS
DOOR WIDTHS
%t592
o �
w m
1
M
c o g
-�V)LL
T
c¢
EC 2 to
W R� C O
K C. � p
L] to g
pm] cn N S
N Q N = M
OF drowine no.
°PI,'` 98 05
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
u SCETION 0 ( SCMN 8 I o
H
• • • • • • • • • • SCEWN 7 SCETION 7 -\ m
• - -. a
'r • • • • • • SCENON ° SCEiION B _-
I SCETION 5 SCETION 6 C
0
4 SECTION DOOR SCETION 4 SCUION 4 d
HEIGHT RANGE 6'-6' TO 7'-0' • • • • • • • • • • • • '—' - �. C
[ T
• • • • • • • • • SC£11011 3 ' SCETION 3 Q a y m
(3) U-BARS • • • • • • • • • • TV 1. • Q 0
• . . . . SCE7ION 2 SCETHNi 2 ' a
SCETION 5 SCEf10N 5 SCETION 1 I SCETION 1I 0:
_......
SCETION 4 SCETION 4 8 SECTION DOOR �6 SECTION DOOR (�
HEIGHT RANGE 12'-6' ro i]'-3' XFICNT RYTGE 13'-8' TO 14'-0' 1
SCETgN 3 SCETION 3 (6) U-BARS J Z Q
(5) U-&RS �ppl O�
a W T F
SCETION 2 I _ SCETION 2 SCETION 8.-
N
SCETION 1 SCETON 1 -_--- _
-H-
SCETION 8 N
5 SECTION DOOR 5 SECTION DO SCETION 7 n
HEIGHT WAGE 7'-8' TO 8'-0' HEIGHT RANGE 8'-3' TO 0'-8' ..
(3) U-BARS (4) U-BARS V
SCETHIN 6
Fu M r
SCETION 5
SCETION a SCETION 6 FffWnnn a a 4
�._ ..._. . _... SCETION 4 C
SCE110H 5 SCETION 0 0. •
SCERON 3
Li O
SCETION 4 SCETION 4 Z
SCET07N 2 L P
SCETION 3 5CEnM 3
_,.._._ SCETION 1 N Q a
SCETION 2 SCETWN 2 _- O
------ 9.9aECTION DOOR
SCETION 1 SCETION I HEIGHT RANGE 14'-3' TO
1 4 (a) U-BARS
6 SECTION DOOR 6 SECTION DOOR
HEIGHT RANGE 9'-O' TO 10'-3' HEIGHT RANGE IO'-6' SCETION 10 n
(4) -MRS (5) -BARS MODUC c REVEM o
SCETNN! 9 is cwaply,No16- -0 W S3wj W r
SCETON 7 SCETION 8 �0�)+7V•%dY� N tj a 0
viiz
SCETION 7
SCETIDN 8
SCETION 6
SCE71ON 5
1 SCETION 5 C -' '�
SCETION 4
SCETION 3 SCETION 4
SCETION 3 _,..._. \� 'T'•' �GEN `$�, 0
SCETION 2 I _ e \ 1
SCETION 2 - 0592 a
SCETION I .-
7 SECTION DOOR scEigN 1 OF 'ou' draw",(j no.
HEIGHT RANCE 10'-9' TO 12'-3' . '-'"—
(5) u-amn 10 SECTION DOOR i V^S p' D�'' �� 98-05
HEIGHT(6)
U-BARS -0 sheet
2of61
0
16 GA. X 2-1/4" X 3 4- X 2"
GALV. STEEL U.BAR REINFORCING TRUSS
O BOTTOM OF PANEL TRUSS FASTENED TO
VERTICAL INTERMEDIATE STILES W/ TWO
M14 X 5/8- S.M.S. AND TO END STILE
W/ FOUR #14 X 3/4" SELF DRILLING S.
.. .. . . . .. .. .
. . . . . . . . . .
• • • •
• •
P . �,-
• ••• • • • • •• •
16 GA, X 2-1/4" X 3/4" X 2"
GALV. STEEL U.BAR REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
W/ TWO / 14 X 5/8° S.M.S. AND TO END STILE
W/ FOUR 14 X 3/4- SELF DRILLING SCR,
I 1/2" X 1-3/4- X 16 CA.
- - OPEN TUBE
O TOP k BOTTOM
OF EACH PANEL
Q
1ST SECTION (BOTTOM)
REINFORCING
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH
5/16" X 1-5/8" LAG SCREW
(FULLY THREAD.")
HEX WASHER HEAD TYPE A
SOUTHERN PINE
0.55 S.G.
•°".i
1
1.9- X 2.19- X 3.3- X .090"
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
INTERMEDIATE SECTIONS
REINFORCING
VAL STOP MOULDING
IOR INSTALLER
#14 X 5/8" SMS
6 PER HINGE
1/2" X 1-3/4" X .058- FORMED STEEL
CLUED TO PANEL AND SECURED TO
END STILE WITH (4) 3/16- POP RIVETS
1-7/8- X 2-5/8" X .049- STEEL
CENTER STILE, GLUED AND RIVETED
�TO PANEL W/ (4) 3/16- RIVETS POP
_ # 14 X 5/8" S.M.S.
4/ HINGE
USE REINFORCING 'U' BAR AT
TOP SECTION ONLY AT
FOUR SECTION DOORS
24 GA S
FLAPS BENT OVER PANEL
1/2" PUNCHED HOLES
O 4" O.C.
c
3/16" POP RIVETS
4" J
AT O.C.
(6) FOR 21" STILES
(5) FOR 18- STILES
16 GA X 2--1 4" X 3/4" X 2"
GALV. STEEL BAR REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
W/ TWO t) 14 X 5/8" S.M.S. AND TO END STILE END STILE
W/ FOUR 0 14 X 3/4- SELS DRILLING SCR.
.024" STL. PANEL
TOP SECTION
OUTSIDE OF DOD
3/4" X 2- X 2-1/2" X .049- STEEL
END STILE, CONNECT TO PANELS WITH
FLAPS AND (5) OR (6) 3/16" ALUM RIVETS
SEE DETAIL A80VE
SOLID BRASS DOOR VIEWER
EDGE J—
BY 'SCHLAGE SECURITY HARDWARE'
DISTANCEINSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
POSITIONED AT EYE LEVEL
o I PRODUC f 91E5Y.EHO
°. Ji-.3/16� na c"*PWft WNi so Vied&
`-�3/8" POWER -BOLT BY 'POWERS' Lzor Ne•Date 2
Zc
2- MIN. EMBED INTO CONC. 6" SL
2" N. EDGE DIST, 11Tpw 111MA M40d
ONE PER BRACKET
FSEE SHEET 3 FOR BRACKET SPACING
-71_,11 lLG- - 10T -Q
��``®tee" :. •. �',• ///i
I I ':' JCENSE i
7-1/2• X .050° �.I/4-20 SS BOLT o 70592
GALV. STEEL INTERIOR SIDE 7-1/2- X .071"_ @NUT :l:f
STEEL TRACK CENTER HINGE END ROLLER HINGE
14 GA X 2-1/8- X 1" (STANDARD) ;• 46/.
12 GA. % 3-5//16- X 1-1/2' (OPTIONAL) 7/8" PUSHNUT 1.82" DIA X ,50" STEEL ROLLERS (STD.) gpF
F'AST'cNED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 1.82- DIA X .50" NYLON ROLLERS (OPTIONAL)
W/ 1/4-20 % 5/8- TRUSS HO. 2.75- DIA X .50" STEEL ROLLERS (OPTIONAL)
SLOTTED M.S. &LOCK NUT 2.75" DIA X .50" NYLON ROLLERS (OPTIONAL)C'4 -✓ �'C){"7//�/� rL ��A��
SECTION B-8 WITH 5• STEM ///ttP��n1\IAA
0
�i
a
i
o i
drawing no.
98-05
•• •• • • • •• •• •
RIVETS 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR
2-3/4" X 5-1/2" X 3" X .104" 5/16" SLEEVE ANCHORS
/TOP
GALVRSTEEL BRACKET ON&EACH WITH 1-1/4" EMBED INTO MASONRY Y
FASTENED W/ (6) / 1� X 6/8"••SS.M.S. - • • • • 3 PER BRACKET
.090 THK. GALV. STEOR ADIUSTABLBI • •-1/2 X 4-f1/4" X J * GA. STEEL PLATES
SLIDE FASTENED TO BRACKET • • Y WELDED TO 1-1/4- X 1-1/," X 14 GA. ANGLE
W/ 5/18-18 X 3/4" HEX HEADS • • • • • • • • • 1/4• • NUTS
0 SS. DOLT FASTENED TO TRACK
M. SCREWS & NUTS. _ WITH (4) -2&
_TOP BRACKET
(STANDARD) TO%WAC6FT • • • • • • •
• (Op
ib
LOW HEADRJPM D� • • •
• • • • • • • • • •
HORIZONTAL REINFORCEMENT • • • • • • •
•
1/2" X % .058' TERMED FEE* • • • • • •
GLUED TOO PANE PANEL AND FASTENED TO
VERTICAL STILES WITH 2' X 5-1/2" X .104'
(2) 3/16" POP RIVETS GALV. STEEL
FASTENED W/ (4) X 5/8"
TOPP 14 S.M.S.S.
BRACKET FOR ----
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .058" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
/ VERTICAL STILES WITH
(2) 3/16" POP RIVETS
-5/16" MEETING RID
1.82" DIA X .50" STEEL ROLLERS
W/ .44 DIAL X 5" STEM r
OPTIONAL INSULATIONS
ISO-25 POLY-ISOCYANURATE
DENSITY = 2.0 PCF
NA.A. #16-1108.04
OR
BY 'CELLOFOAM NORTH AMERICA'
DENSITY - 1.03 PCF
N.OA 11115-1203.04
OR
Bid
]( 'INSULFOAM LLC.
DENSITY PCF
N.O.A. #17-0221.06
14 CA. GALV. STEEL
RROLLE, X HINGE ASTE S
/(0 14 MS
MIN..024" ROLL FORMED STEEL PANEL
DRAWING QUALITY C-40
MIN. YIELD STRENGTH - 39 KSI
WITH PRIMER AND BAKED -ON
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
12 GA. GALV. STEEL
BOTTOM FASTENED
W/ (4) #RAET 14KX 5/8" SMS
OM SEAL OPTIONS
SHEET 5
,SECTION A —A
SEE SHEET 2 FOR LOCATION
.OF REINFORCING TRUSSES
HORIZ. TRACK SUPPORT,
CENTER SUPPORT REOD. ON DOORS
EXAEEDING 8 FT. IN HEIGHT
II A
u
-- A .f J
-- HORIZ. TRACK LENGTH - OPENING HEIGHT PLUS 12"
rr-FT /-14 GA GALV. STEEL TRACK
1-1/2" X 1/2' X 1/0' HORR. ANGLE
FOR DOOR HEIGHTS UPTO 7 FT.
WITHOUT INSULATION OR WINDOWS,
2' X 2- X 1/0t HORI2. ANGLE
FOR DOOR HEIGHTS ABOVE 7 FT, OR
DOORS WITH INSULATION OR WINDOWS
SPOT WELDED TO HORIZ. TRACK
WITH TWO WELDS AT 1-i/2" MART
FIRST AT 3' O.C., REST AT 9" O.C.
CONNECTED TO FLAG BRACKET ANGLE
W/ 3/8-16 X 3/4" BOLT &NUT
AND TO SPRING SHAFT GUIDE WITH
(2) 1/4-20 X 5/8" BOLT &NUT
VERTICAL TRACK _�j
2-1/8X 1" X .080"
SECTION A —A
DOOR
• SECTION HEIGHTS
BRACKET PLACEMENTS
HEIGHT
1ST
2ND
13RD
14TH
5TH
B1
1 92
B3
BS
86
B7
B8
6'-0"
18"
18"
16"
18"
N/A
1- TO 2"
11-3/4"
23'
434"45"
56"
67"6'-6"
21"
18"
N/A
1" TO 2"
11-3/4"
23"
5'
56'
67'7'-0"
21"
21"
N/A
1' TO 2"
11-3/4"
23"
5"
56'
67" -
7'-6"
18"
18"
J118-21-
18"
1" TO 2"23"
34"
45"
56'
67"
78-1/4"
21"
18"
21'
1" TO 2"
11
'— J /Inc rvVMDLRLu M—IINV Al Inc DUIIVM
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
1.9" X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS
2-3/16" HIGH
CONNECTED TO TRACK WITH
0) 1/4' BOLTS & NUTS.
MQDUC f Rb"vwft
�P 9ITI tl Mm Well"
�o>t a.a.
AcrApA•nr NO 1 - f 0 !f( • J
Cspirmko ILk_ _ (_P2 e T 5-
ISL.T�
G'a a� kn^/ ra11nK
Oct.. 0,, eta
LOW HEADROOM
DOUBLE TRACK
N8E •.,
i
p592
I
ft
rawing no.
98-05
g
• • • • • • • • • •
21 \1-1.c2Vn 11N.
2BY 1/4• DIA. LAG SCREWS
WOOD BU I AT 8' FROM ENDS • • B
�� AND 11" O.C. MAR • • •
•
i
#8 X 1'
• •
SELF DRILLING SCREWS
�•• • •
• m •
OR
3/16" 'RIVEX' STEEL RIVETS
• •
• • •
MULTIGRIP W/ DOME HEAD
AT 48' O.C.
• 000
REINFORCEMENT
1/2' X 1-3/4" X .058"
FORMED STEEL
1/4" OLA. LAG SCREWS
• • A0 FROM ENDS
• #.ND 11" O.C. MAX.
•
•
W'S7RIP ADAPTER.
• •
ALUMINUM
RUBBER W'STRIPPIN
OPTION 'A\�=/j OPTION 'B \UJ
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.)
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION.
5/16' X 1-5/8-
LAG SCREWS
AT II" O.C.
PRESSURE TREATED 2X6 SYP WOOD JAMDS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
1/4' ULTRACON BY 'ELCO' WITH SPACING OF
12" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED 1
9' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4' MIN. EMBED
2-1/2' MIN. EDGE DISTANCE
1/4' TAPPER BY 'POWERS' WITH SPACING OF
8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED
9" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
3" MIN. EDGE DISTANCE
3/8" CONFLEX BY 'ELCO' OR
3/8" LOT BY 'ITW' WITH SPACING OF CONTINUOUS ANGLE TRACK
21" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2' MIN. EMBED TO WOOD BUCK
3" MIN. EDGE DISTANCE
3/8' HLC SLEEVE BY 'HILTI' WITH SPACING OF
B. O.C. INTO GROUT FILLED BLOCK WALL. WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST.
11" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4' MIN. EMBED AND
2-1/2" MIN. EDGE DISTANCE
PREP��ONOF JAMBS JAMBS�Q��RS
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION.
MAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.17' X 48 PSF)/2 = 388 Lhs per Ft.
MAXIMUM INTERIOR(-) LOAD PER JAMB m (16.17' X 70 PSF)/2 m 420.4 LDs per FL.
jI 0
'�' �. �J L4 1J4 .700 —.040
`T�— I I-31
I.,-1.750
2" X 1X .058"
RMED STEEL
1�
�V
,Y
#8 X 1"
SELF DRILLING SCREWS
J
'= q
OR
3/16" 'RIVER' STEEL RIVETS
a
MULnGRIP W/ DOME HEAD
W y
AT 48' O.C.
v
Clap
yyjj
���r111
IP ADAPTER
Si
Via
o
� a�.j7p
ER W'STRIPPING
Q W Tri F
"mucFNBVi6w
In`.
BOTTOM SEAL OPTIONat
ImMBep Qed•
I
Acsgll=N• _
n
rsTN.e•w It
�
�i
129
efi<iar'
RhG�
�,
c o
N
T � M 4
W
C >
ANCHOR SPACING
PNCHORS STRUCTURE I EMBED ISPACINGIEDGE DISE
`HIL11'
in
m
E n
J 8• HLC SLEEVE BY CONC. 1�1 4 8" 2'
_
aPi
110 c o
'...F J-3 4'
3 8" CONFLEX BY ELCO' FILLED BLOCK
U • `�
a I
3 8" DYNABOLT-
BY fTW'3' �
STEEL STRUCTURE BY OTHERS
3
MUST SUPPORT THE LOADS IMPOSED 3 8 POWER -BOLT BY POWERS CONIC. f 8• 2"
13/8"
O C7 N
O Z _
BY ODOR SYSTEM SLEEVE -ALL BY SIMPSONS CONC. 1 1-1.2 I 8'
CONCRETE Vc 30DO
G m 0
= PSI MIN.
MW.
�f C-90 GROUT FILLED BLOCK 1'rn = 2000 PSI5/16
(i DIA. BOLTS
/
$
Q
= F
vvrrm
rATH WASHER NUT
I AT 12" O.C. MAX. - - J
O
-1//4"X2-1/2"X 14 CAr'AT
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PERMIT ADDRESS: 775 NE 97TH ST PARCEL: 1132060142330
Miami Shores, FL 33138
APPLICATION DATE: 04/26/2019 SQUARE FEET: 0.00 DESCRIPTION: REPLACE TRACKS FOR GARAGE DOOR
EXPIRATION DATE: 10/23/2019 VALUATION: $300.00
CONTACTS NAME COMPANY ADDRESS
Contractor HOME OWNER HOME OWNER
HOME OWNER HOME OWNER
Owner Alina Nunez
775 NE 97 ST
MIAMI SHORES, FL 33138
REVIEW ITEM STATUS REVIEWER
Building v.1 Requires Re -submit Jan Pierre Perez email: nu118
Review item used to allow building to comment during a plan review
Comments: 1. Provide approved notice of acceptance for the garage door.
2. Provide wind pressure calculations sign by Florida license engineer for the door opening. The wind pressure should reflect compliance with
section 1620 of Florida Building Code, Building.
May 01, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1
PERMIT ADDRESS: 775 NE 97TH ST PARCEL: 1132060142330
Miami Shores, FL 33138
APPLICATION DATE: 04/26/2019 SQUARE FEET: 0.00 DESCRIPTION: REPLACE TRACKS FOR GARAGE DOOR
EXPIRATION DATE: 10/23/2019 VALUATION: $300.00
CONTACTS NAME COMPANY ADDRESS
Contractor HOME OWNER HOME OWNER
HOME OWNER HOME OWNER
Owner Alina Nunez
775 NE 97 ST
MIAMI SHORES, FL 33138
Structural, Building._
REVIEW ITEM STATUS REVIEWER
Building v.1 Requires Re -submit Jan Pierre Perez email: nul18
Review item used to allow building to comment during a plan review
Comments: 1. Provide approved notice of acceptance for the garage door.
2. Provide wind pressure calculations sign by Florida license engineer for the door opening. The wind pressure should reflect compliance with
section 1620 of Florida Building Code, Building.
May 01, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1