WS-16-2830 Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-269195 Permit Number: WS-10-16-2830
Scheduled Inspection Date: December 02,2016 Permit Type: Windows/Shutters
Inspector: Naranjo, Ismael Inspection Type: Final
Owner: JADALLAH,ABEER&MOHAMMAD Work Classification: Garage Door
Job Address:365 NE 93 Street
Miami Shores, FL 33138- Phone Number
Parcel Number 1132060136300
Project: <NONE>
Contractor: ALLIED DOORS SOUTH FLORIDA INC Phone: (954)942-8550
Building Department Comments
REPLACE 1 EXISTING 16X7 01 H GARAGE DOOR Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
December 01,2016 For Inspections please call: (305)762-4949 Page 9 of 38
Permit NO SIV -1,0
�aw° s Miami Shores Village
t31?F)tjji?v`Vin# � k ,
10050 N.E.2nd Avenue NE
Miami Shores,FL 33138-0000
P �
Pr`i?71 + ��"Q y
Phone: (305)795-2204
' uei Expiration: 04/19/2017
Project Address Parcel Number Applicant
365 NE 93 Street 1132060136300
E
Miami Shores, FL33138- Block: Lot: ABEEk iMOHAMMAD JADALLr
Owner Information Address Phone Cell
ABEER&MOHAMMAD JADAI_LAH 365 NE 93 Street
MIAMI SHORES FL 33138-2854
Contractor(s) Phone Cell Phone Valuation: $ 1,206.00
ALLIED DOORS SOUTH FLORIDA INC (954)942-8550
Total Sq Feet: 112
Type of Work:'?FPLACE 1 EXISTING 16X7 01H GARAGE Y i e Available Inspections:
No of Openings: 1 Inspection Type:
Additional Info: 'EFILik 7: 1 EXI_'' :r•1(3 1C,(7 01H GARAGE Final
Classification:Residential Review Building
Scanning:3
i
i
al
Fees Due Amount Pay Dade Pay Type Amt Paid Amt Due I
CCF $1,20
Invoice# WS-10-16-61698
DBPR Fee $2.00 10/21/2016 Check#:4059 $76.20 $50.00
DCA Fee $2.00
Education Surcharge $0.40 10/18/2016 Check#:4050 $50.00 $0.00
Permit Fee $110.00
Scanning Fee $9.00
Technology Fee $1.60
Total: $126.20
In consideratin- -r the i-,-qn f, me of m- verrr t, I agre. tc perform the work covered hereunder in comp'!ince with all ordinances and regulations
pertaining thereto ana 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 vlork done by either myself, my agent, servants, or employes I und= si3r.d that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICA .,WINDOWS,DOORS,ROOFING and SWIMMING POOL wo; -,.
OWNERS AFFIDAVIT: I certify that all the foregoinc i-iformation is accurate and that all work will be done in corn )liance with all applicable laws regulating
construction and zoning. Futhermore,I authorize the i bove-named contractor to do the work stated.
Octo )er 21, 2016
Authorized Signature:Owner / Applica ,t / Contractor / Agent ate
Building Departme ±t Gnpa4
October 21,.,:% - ---- - -- --- 1
Miami Shores Village OCT 1201
Building Department ---- '
00
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
F BC 2014
BUILDING Master Permit No.W S (0 Z U S 0
PERMIT APPLICATION Sub Permit No.
®'BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP
n �f {� S-l�/ CONTRACTOR DRAWINGS
JOB ADDRESS: 3t 5 NEAZ Z I�4
City I Miami Shores County Miami Dade Zia:
Follo/Parcel#:d 16,7,6b-D J5-&260 Is the Building Historically Designated:Yes NO
Occupancy Type: Load: /► Construction Type: Flood Zone: BF�E/: /' FFE:
OWNER:Name(Fee Simple Titleholldnderr))!T1 v tak Phone#: X/ ^c512'21,3 f
Address& 5 Ivyn � ST
City: LLW 'Sho-z s State: FL_ Zip: 3 3136
Tenant/Lessee Name: Phone#:
Email: DD,�� ,,((°° (�, �[ ,/ �r�
CONTRACTOR:Company Name�1)(A ��D a `-'d • fl1� Phone#:�✓'Z-q 7"�-K53-6
Address: J{ 1 SU) 5M C6 UeU
City O rid
Z/i�p: 3��yV{��� �o-
Qualifier Name: � S ,iG1 �� Phone#:4�'Z 7�-+���.(J
�State Certification or Registration#: D'33137 Certificate of Competency#:
DESIGNER:Architect/Engineer: oj Phone#:
Address City: State: Zip:
Value of Work for this Permit:$ 1 2-t)(? -0o Square/Linear Footage of Work: /
Type of Work: ❑ Additio�nn)❑ Alteration ❑ New tr✓.! Repa Replace /,❑ Demolition
Des cr•ption o,ff Work: ��rd( � l �� T►h "1
Specify color of color thru tile: 'n
Submittal Fee$ 150 Permit Fee$ 0 CCF$ 1 CO/CC$
Scanning Fee$ ( Radon Fee$ 2- DBPR$ Notary$
Technology Fee$ t (4O 0 Training/Education Fee$ ® Double Fee$
Structural Reviews$ -----—- Bond$ '
TOTAL FEE NOW DUE$
(Revised02/24/2014)
Bonding Company's Name(if applicable) t,0 A
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable) 9V t7\
Mortgage Lender'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 issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
1
Signature Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
y day of 20 CJ by kZ day of UcJI��,,,, ( ,20 t6 J by
who is personally known to �.���
��/1�1 l who is personal v known to
gie_Qr who has produced as meor-who has produced as
identification and who did take an oa identification and who did take an oath
NOTARY PUBLIC: NOTARY PUBLIC: _
ALA Sign:
P
Print-
al: _ --NEhiR S I: HENRYRAMlREZ
e`'''11 MY COMMISSION#FF 102369
EXPIRES:March 16,2018 ?*; ;*_ MY COMMISSION#FF 102369
•...•op' Bonded Thru Notary Publc Undervuriters `o: EXPIRES:March 16,2018
pp cy.• ,•�pF t°'` Bonded Thru Notary Public Underwriters
�k*
1
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
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WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS ATarr
FLORIDA BUILDING CODE 5TH EDITION (2014)
DADE COUNTY FLORIDA
175 MPH ENTRE/hIAT1C
EXPOSURE C EXPOSURE C EXPOSURED' EXPOSURE D
Mean Design Pressure Mean Design Pressure Mean;Design Pressure Mean Design Pressure`
Door
Width
8
Door Roof Door Door Roof Door Door Roof Door Door; Roof
iHeight Height Positive Negative t H
ve Width Hei hei ht Positive N alive Width Height Height Positive Negative Width Height Height Positive Negative
7 35.6 44.7 8 8 35.2 44.0 8 7 43.2 5412 8' 8 42.7 53.4
9 7 35.3 -44.0 9 8 34.9 -43.4 9 7 42.8 -53.5 9 8' 42.4 -52.6'
10 8 15 34.6 -42.8 10 7 15 42.5 52.8 10 -'8 15 42.0 -51.9
16 7 33.8 -41.0 16 8 33.4 -40.4 16 S 7 41.0 49.8 16 6 40.6 -49.0
18 8 1 33.1 1 -39.7 18 7 40.6 1 -49.1 18 1 8 44.2 -48.2
8 7 36.1 -45.3 8 8 35.7 -44.6 8 7 43.7 -54.8 8 8 43.2 r -54.0
9 7 35.7 -44.6 9 8 35.4 -43.9 9 7' 43.3 -54.1 9 E7 42.8 -53.2
10 7 16 35.5 -44.1 10 8 16 35.1 -43.4 10 7 16 42.9 -53.4 10 8 16 42.5 -52.5
16 7 34.2 -41.6 16 8 33.9 -40.9 16 1 7 1 4114'' -50.4 16 8 41.0 49.5
18 7 33.9 -41.0 18 8 33.6 -40.3 18 1 7 1 41.1 -49.6 18 8 40.6 -48.18
8 7 36.5 -45.9 8 8 36.2 -45.1 8470 44.1 -55.4 8 8 43.7 5415
9 7 36.2 -45.2 9 8 35.8 -44.5 43.7 54.6 9 8 43.3 "'-53.8
10 7 17 35.9 -44.7 10 8 17 35.6 -43.9 17 43.4 .54.0 10' 8 17 43.0 53.1
16 7 34.7 -42.1 16 8 34.3 -41.4 41.9 -50.9 18' 8 41.4 ar-50.1
18 7 34.3 -41.5 18 8 34.0 -40.8 41:5 50.2 18 1 8 41.1 -49.3
8 7 37.0 -46.4 8 8 36.6 -45.7 8 7 44.6 =55.9 8a> 8 44.1 -55.1
9 7 36.6 45.8 9 S 38.3 45.0 "9 7 44.2 55.2 9 8 43.7 5413
10 7 18 36.4 -45.2 10 8 18 36.0 -44.5 10 7 18 43.8 54.5 10` 8 18 43.4 -53.6
16 7 35.1 -42.7 16 8 34.7 -41.9 16 7 42.3 -51A 16= 8 41.9 -50.6
18 7 34.8 -42.0 18 8 34.4 -41.3 18 7 41.9 =50.7 18''' 8 41.5 1 -49.8
8 7 37.4 -46.9 8 837.0 -46.2 8 7 45.0 -56.5 8 8 44.5 55.6
9 7 37.1 -46.3 9 8 36.7 -45.6 9 7 44.6 -55.7 9 " 8 44.1 =54.8
10 7 19 36.8 -45.7 10 8 19 36.4 -45.0 10 1 7 1 19 44.2 -65.0 10 8 19 43.8 -54.1
16 7 35.5 -43.1 16 8 35.1 -42.4 16 1 7 1 42.7 =51:9 16 8 sS 42.3 -51.0
18 7 35.2 -42.5 1 18 8 34.8 -41.8 18 1 7 1 42.3 1 -51.1 18 8 ' 41.9 -50.3
8 7 37.8 -47.4 8 8 37.4 -46.7 8 7 45.4 -57.0 8'< 8 44.9 -56.1
9 7 37.5 -46.8 9 8 37.1 -46.1 9 7 45.0 =56.2 9 8 44.5 -55.3
10 7 20 37.2 -46.2 10 8 20 36.8 -45.5 10 7 20 44.6 -55.5 10' 8 20 44.2 54.6
16 7 35.9 -43.6 16 8 35.5 42.9 16 'a 7 43.1 -52.4 16 8 496 -51.5
18 7 35.5 -43.0 18 8 35.2 -42.2 18 7 42.7 -51.6 i8 8 ' 42.2 -50.7
8 7 38.2 -47.9 8 8 37.8 -47.2 8 7 45.8 -57.5 8'' 8 45.3 -56.6
9 7 37.8 -47.3 9 8 37.5 -46.5 9 7 45.4 -56.7 r 9 8 44.9 55.8
10 7 21 37.6 -46.7 10 8 21 37.2 -45.9 10 1 7 21 45.0 56.0 10 8 21 44.6 -55.1
16 7 36.2 -44.1 16 1 8 1 35.9 -43.3 16 1'''<7 43.4 -5218 16 8_ 43.0 51.9;
18 7 35.9 -43.4 18 1 8 35.5 -42.7 1 18 7 43.0 -52.0 18 8 42.6 -51.1
8 7 38.6 -48.4 8 8 38.2 -47.7 8 7 46.1 57.9 8 8 45.7 -57.0
9 7 38.2 -47.7 9 8 37.8 -47.0 9 7 45.7 -57.1' 9 8 45.3 -56.2
10 7 22 37.9 -47.1 10 8 22 37.5 -46.4 10 7 22 45.4 -56A 10 8 22 44.955.5.
16 7 36.6 -44.5 16 8 36.2 -43.7 16 7 43.8 53.3 16 8 43.3 52.3
18 7 36.3 -43.8 18 8 35.9 -43.1 18 7 1 43.4 -52.5 18 1 8 1 42.9 1 -51.6
8 7 38.9 -48.9 8 8 38.5 -48.1 8 7 46.5 58.4 8' 8 46.0 57.5
9 7 38.6 -48.2 9 8 38.2 -47.4 9 7 46.1 -57.6 9'' 8 45.6 -56.7
10 1 7 23 38.3 -47.6 10 8 23 37.9 -46.8 10 7 23 45.7 -56.9 10' 8 23 45.3 =56.0
16 7 36.9 -44.9 16 1 8 1 36.6 -44.2 16 7 44.1 -53.7 16 8 43.7 -52.8
18 7 36.6 -44.2 18 1 8 36.2 -43.5 18 7 43.7' -52.9 18, 8 43.3 -62.0 ?
8 7 39.3 -49.3 8 8 38.9 -48.5 8 7 46.8 -58.8 8 8' 46.4 -57.9
9 7 38.9 1 -48.6 9 8 38.5 -47.9 9 7 46.4 58.0 9 8 46.0 57.1
10 7 24 38.6 -48.0 10 8 24 38.2 -47.3 10 7 24 46.1 -57.3 10 8 24 45.6 =56.4
16 7 37.3 -45.3 16 8 36.9 -44.6 16 7 44.5 -54.1 16 1 8 1 44.0 -53.1'a
18 7 36.9 44.6 18 8 36.6 -43.9 18 7 44.1 -53.3 18 1 8 1 43.6 52.3 'r
8 7 39.6 -49.7 8 8 39.2 -49.0 8 7 47.2 =59.2 8 8 46.7 -58.3
9 7 39.3 -49.0 9 8 38.9 -48.3 9 46.8 58.4 9 '+ 8 - 46.3 57,5
10 7 25 39.0 -48.4 10 8 25 38.6 -47.7 10 7 25 46.4 57.7 10'' 8 25 45.9 -66.8
16 7 37.6 45.7 16 8 37.2 44.9 16 7 44.8 54.4 16 8 44.3 -53.5
18 7 37.3 45.0 18 8 36.9 44.3 18 7 44.4 1 53.6 18 8 43.9 52.7'
Notes: ** **&
•in••• • • • • • •• * �....� • o
1) Design pressures have been calculated using procedures I'sted A&E•7r;0,Lh4b;A,Irt 1,for ;-N +*''' •'+. ��
Low-Rise Buildin s. • • • Ln •° ON
9 • • • • • • • • • v • %. '+
2) The calculated ultimate wind pressures have been multiplietlby 06+toconsorttolhe nbrr naASD) °•+ 6 c
design pressures shown. W E • ,° +. `�
3) Pressures have been calculated based on an enclosed building,any roof slope,Risk Category II. t L .ra °, e H
4) The design pressures assume the entire door's width is irothe end zone(zone M of the building.••• W ~ No. • z v
5) Most garage door openings will not be located completely is zona 5. Th�efpre igdividualCalsrulatwns a - o 6
will result in lower p • ••pressures. •• • • ••• •% • • • • "=a;
• • •• • o>
6) For mean roof heights less than 15',use 15'pressures.•• • • • • • a S S O
7) This Table is only to be used in conjunction with Amarr Garage Doors. E ; ; +► H
Z
165 Carriage Cetst-elnstom-Selere,No"Cwolina 3 105 '+• .`•� +•'* t"
Phone(336)'44-51(Z•3:@4(336j744Z815 l -d i+• .•+ 23
• •• n�7
•• •AMN.a}nar•f.00•1n • ••••• t0+; •• �-.900.0•
• ••• • • F •• �cn000 •• •• .ryy
MIAMFDADE MIAMI-DADE COUNTY
RIMM PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidaae.govleconomy
Amarr Garage Doors
125 Carriage Court
Winston-Salem,NC 27105
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In
Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined
by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION:Model 950 Heritage&655 Oak Summit 1000,2000 Steel Sectional Garage Door up to
16'-0"Wide(DP+45.8,49.3 PS
F)
APPROVAL DOCUMENT:Drawing .IRC-9516-169-26, ' d"Model 950 Heritage&Model 655 Oak
Summit,(24 GA) 1000,2000,Short,Lo rt Panels",sheets lthrough 3 of 3,dated
03/14/2003,with revision C dated 02/04/2013,prepared by Amarr Garage Doors,signed and sealed by
Tomas L.Shelmerdine,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,3800 Greenway Circle,Lawrence,
Kansas,model 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 literature. If any portion of the NOA is displayed,then it shall be done
in its entirety. •• ••• • • • • • ••
INSPECTION:A copy of this entire NOAVall by:pT9#iire4 t4 tl of by the manufacturer or its distributors and
shall be available for inspection at the job sitq&fther$qufesCoftbt*i1liq,Official.
This NOA revises NOA#13-0503,08 and consists of this page 1 and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was revtevleJ ry Catlol 40 Utresa;P.P*.
• •• • • •• • • •• NOA No 15-0505.13
MIAMI-DADE counrrr Expiration Ate;
Approval Date:July 16,2015
• �D �1 •••
Pagel
• ••• • • • ••• • •
I
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under NOA#13-0503.08"
1. Drawing No.IRC-9516-169-26,titled"Model 950 Heritage&Model 655 Oak Summit, (24
GA) 1000,2000, Short,Long,Flush and Oak Summit Panels",sheets lthrough 3 of 3, dated
03/14/2003,with revision C dated 02/04/2013,prepared by Amarr Garage Doors,signed and
sealed by Thomas L.Shelmerdine,P.E.
B. TESTS "Submitted under NOA #13-0503.08"
1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D1654&ASTM B117,prepared by Architectural Testing,Inc.,Test
Report No.C5463.01-106-18,dated 04/03/2013,signed and sealed by Gary T.Hartman,P.E.
2. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
4)Tensile Test per ASTM E8
5)Forced Entry Resistance Test per FBC,TAS 202-94
along with marked-up drawings and installation diagram of 9'x 7'24 ga steel garage door
Model 950,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0205.01-13R,
dated 04/02/2013 and 06/13/2013,signed and sealed by David W.Johnson,P.E.
3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of 9'x 7'24 ga Model 950D Heritage
with Durasafe,24 ga Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Test
Report No.ATL 0311.01-03R,dated 06/22/2006,signed and sealed by David W.Johnson,
P.E. "Submitted under NOA#08-0718.03"
C. CALCULATIONS "Submitted under NOA #13-0503.08"
1. Anchor calculations prepared by Structural Solutions,P.A.,dated 04/11/2013,signed and
sealed by Thomas L.Shelmerdine,P.E.
2. Anchor calculations prepared by Structural Solutions,P.A., dated 02/09/2012,signed and
sealed by Thomas L.Shelmerdine,P.E. "Submitted under NOA#08-0718.03"
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of node edrtfot4np8 fo:h1501vdit- n(2014)FBC d no financial interest
issued by Structural•SolutAstPA.,d3te=I.Q4/0$/201 Baled by mas L.
Shelmerdine,P.E. •• ••• •• . . .. e
4&0;P1110)&Ji
• ••• ••• ... arlos M.Utrera,P.E.
• Product Control Examiner
•• • • • • • • • •
•• •• .. NOA No 15-0505.13
• Expiration Date: September 4,2018
Approval Date: July 16,2015
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . ..
F•10 SALL
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JAMB BRACKET Mo'R DR BETTER) TYPICAL ROTTON BRACKET 4 8 DEO®BT ArI atR mp4lm IRC-9516-169-26
TRACK MOUNTING DETAIL H.T.S.
R.T.S.R.TSETH 1 7 3
SPECIFICATIONS AND NOTES
1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK,
FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMSS.
THE HORIZONTAL JAMB OR HEADER RECEIVES NO POR110H OF THE LAAO
TRANSFERRED FROM THE DOOR.
2.EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF:
+366.4 USS/FT & -394.4 LBS/FT
&DOOR AND HARDWARE WILL BE DESIGNED,MANUFACTURED
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA.
4.DOOR SECTIONS SHALL BE 24 GA.(0213)MIN.EXTERIOR SKIN
ROLLED FORMED,W/BAKED ON POLYESTER FINISH INTERIOR OF GARAGE
S.DOORS UPTO 7'0'HIGH CONSIST OF(4)SECTIONS AS SHOWN.
USE(1)D 1/2'R-TRUSS PER SECTION&(2)3.200A STRUTS AT BOTTOM SECTION MAX.YADTH 16'0'
S.DOORS OVER(4)SECTIONS REFER TO TABLES 1 AND 2
ON PACE 3
7.SUPPORMNO STRUCTURAL ELEMENTS SHALT.BE DESIGNED
BY A REGISTRED PROFESSIONAL ENGINEER FOR WAND LOADS DESIGN LOADS
INDICATED ON IRIS DRAVJNG IN ADDITION TO OTHER LOADINGS +36&4 LBS/FT SEE NOTE 2
B. THIS APPROVAL REWIRES THE MANUFACTURER TO DO TESTING -394.4 LOS/FT
• OF ALL COILS USED TO FABRICATE DOOR PANELS MINDER THUS
• NOTICE OF ACCEPTANCE A MINIMUM OF 2 SPECIMENS SHALL BE
• • OJT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM
•••••• • •• E-S BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY
• • • ••• • THE MANUFACTURER. EVERY 3 MONTHS,4 TIMES A YEAR,THE
• MANUFACTURER SHALL MAI.TO THIS OFFICE A COPY OF THE
•••• • • • TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE .{+RpefUC'TY6VISW
• • • • SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION roouplyin•r �IN01l� n llix"aBVlSBD
• • • • FACILITIES AND A NOTARIZED STATEMENT FROM THE �.� ad,
b*** /f.jh
44,4011140
•••• • MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF
•••• • • 34,600 PSI OR MORE SHALL BE USED 70 MAKE DOOR PANELS FOR ANWMW NO Nu d
• •
•• •• DIME COUNTY UNDER THIS NOTICE OF ACCEPTANCE ��• > Wb �
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