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WS-17-2391 Permit NO. WS-10-17-2391
`SHORES Miami Shores Village Permit Type:Windows/Shutters
10050 N.E.2nd Avenue N �`n ' Work Classification:Garage Door
Miami Shores,FL 33138-0000
Fry,E„N.�
Permit Status:APPROVED
Phone: (305)795-2204
LORiDp
issue Date: 10/1312017 Expiration: 04/11/2018
Project Address Parcel Number Applicant
9325 N BAYSHORE Drive 1132050270540
Miami Shores, FL 33138- Block: Lot: OMAR CASSOLA
Owner Information Address Phone Cell
OMAR CASSOLA 9325 N BAYSHORE DR (305)206-2754
MIAMI SHORES FL 33138-2950
Contractor(s) Phone Cell Phone
PRECISION DOOR SERVICE 786 516-2772 Valuation: $ 2,470.05
.�,.�.�._._ ( ) (561)800-6063
..� ..,... ... .._.. Total Scl Feet: 0
Type of Work:REPLACE 9X7 GARAGE DOORS Available Inspections:
No of Openings:2 Inspection Type:
Additional Info:REPLACE 9X7 GARAGE DOORS Final
Classification:Residential Review Building
Scanning:3
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.80
DBPR Fee Invoice# WS-10-17-65266
$2.00 10/13/2017 Check#: 1119 $87.80 $50.00
DCA Fee $2.00
Education Surcharge $0.60 10/06/2017 Check#: 1110 $50.00 $0.00
Permit Fee $120.00
Scanning Fee $9.00
Technology Fee $2.40
Total: $137.80
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.
OWNERS 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 nd z ing. Futhermo[a,I authorize the above-named contractor to do the work stated.
I Al
October 13, 2017
Authorized S nature:Owner / Applicant / Contractor / Agent Date
Building Department Copy
October 13, 2017 1
��� Miami Shores Village ' IV
ED
X611 g
Building Department ocr s zo,l
wp'c�p
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: 1,
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949 5�h
FBC 20(4-
BUILDING Master Permit No.
PERMIT APPLICATION Sub Permit No.
Eg
ILDING ❑ ELECTRIC ❑ ROOFING E] REVISION E] EXTENSION []RENEWAL
❑PLUMBING r_� MECHANICAL PUBLIC WORKS [:] CHANGE OF ❑CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: N K/G Sh 0�' Dp-. zz tr
Cid: Miami Shores �1 County: Miami Dade Zip: ✓�J �� U
Folio/Parcel#: I '�g V5 ' C) I (),5 Is the Building Historically Designated:Yes NO
4Gyrwfi m
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): OAF)Ckl/ LQ SSo it U Phone#:
Address: 9 3 9'.5 All
rU ( _S Q r � 0(2- -
M
City: I CkMi SI' IU Ir,S State: fit!, zii1pr:�J✓ 3 O
Tenant/Lessee Name: Phone#:✓y5 L ���✓ �'
Email: P�-e_cl
� j -1CONTRACTOR:Company Name: I Sl')►n , loot/ Phone#: O `4 / 6 `� SZ
Address: 129q _6 S W ) '5-r
City: Mi ca m I State: EL Zip::7 �/�) e (Pc
Qualifier Name: W , 11 1 ow) w G I d`e n Phone#: / 3(c -
State Certification or Registration#: L 13 1 9- Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: �1_70. 05
City: State: Zip:
Value of Work for this Permit:$ Z4_70. 05 Square/Linear Foo ge of Work:
Type of Work: ❑ Addition ❑ Alteration ID Repair/Replace ❑ Demolition
Description of Work: 1'� p 10 L �i `�X� �aYQ T� p0
Specify color of color thru tile:
Submittal Fee$ /d Permit Fee$ V2101 03 CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ P GO
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
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.
Signature &U"`"'-- Signature_ LA40k, WLL1.L11.
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
T* day of SEPrEM�(3E/t 2�_},by &—eJ day of 9EPM(61 611L 20 by
(Yl�-I✓ GQ S�f C.who i personally know to V\J 1( 1 1 Gyp �(nl� y,�ho i ersonally known to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: A4n Sign:
Print: S Print: IL
,fir Notary Public State of Florida ry ua
u �c o n
Seal: .e William Hunb'sss Seal: wlliam Huntress
My Comms GG 137785 My Commission GG 137785
v w
Expires 09115!2021 a Expires 09/15/2021
S �
APPROVED BY 7— PlansExaminer Zoning
Structural Review Clerk
(Revised02/24/2014)
9252017 2018 details-Business Tax Account PRECISION DOOR SERVICE-TaxS
ys-Mieml-Dade County Tax Collector
miamHade.GOVt
If paying delinyuem taxes(2016 and prior)by mag,acceptable forms of payment are.Cashiers Chad,Certified
Funds or Money Order,
It paying delbpuent taxes(2018 and prior)In pereon,acceptable hams of payment are:Cashiers Check,Cer86ed
Funds,Money Order,or Cash.
The information contained herein does not constitute a title search or properly b ownership.Amount due May be
subject change without to&*.
2017 2nd Quarter Tax Bills are Payable on September 1,2017.
2017 Tax Bills are Payable on November 1,2017.
2018 Details—Business Tax Account PRECISION DOOR SERVICE
Business Tax Account#7197501
LL!,Account details �jj Account history
2018 20172016
Paid Paid Paid
Account number. 7197501 Mailing address: PRECISION HOLDINGS OF BREVARD INC
CIO BILL WALDEN PRES
Business start dale: 031012016 12245 SW 128 Sr 1307
- - — - MIAMI.FL 33186
DADE
Physical business location: LININ COUNTY
Ownarts) PRECISION HOLDINGS OF BREVARD INC
Business address: PRECISION DOOR SERVICE C/O BILL WALDEN FRES
12245 SW 128 ST 307 23395 S WASHINGTON AVENUE#5
MIAMI,FL 33186 TITUSVILLE,FL 32780
Print account application(PDF)
Receipts And Occupations
Receipt 7478868
�Contracting 10I0120t7-09rM01e NAICS code:238350 (j'(Print this bill
SUB-BUILDING CONTRACTOR Units:5
CERTIFIED RESIDENTIAL CONTRACTOR
00-nentalion Required by Occupation: StaWCoumty License or Cartl6ate
t Document Recehre& CRC1330772
Rehm to Sears
01997-2017,Grant Street Group.A9 rights reserved. Help-Contact us-Terms of service-Tax Collector home
h"://miamidade.county4axes.cont/publWbusiness-tax/aaounW7197501
12
r4� CERTIFICATE OF LIABILITY INSURANCE 708/16/17
TD/WYY)
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 have ADDITIONAL INSURED provisions or 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 CONTACT
Aon Risk Services,Inc of Florida NAME: Aon Risk Services,Inc of Florida
1001 BricFL 33131-4937 l Bay Drive,Suite#1100
PHONE
Miami,FL 3AIC No Ext):800-743-8130 AIC No):800-522-7514
FMAIL
ADDRESS: ADP.COI.Center on.com
INSURER(S)AFFORDING COVERAGE NAIC#
INSURER A: Illinois National Insurance Co 23817
INSURED INSURER B
ADP TotalSource CO XXI,Inc.
10200 Sunset Drive INSURER C
Miami,FL 33173
ALTERNATE EMPLOYER INSURER D:
Precision Holdings of Brevard Inc DBA Precision Door Service of Miami INSURER E
2395 S Washington Ave
Titusville,FL 32780 1 INSURER F:
COVERAGES CERTIFICATE NUMBER: 1625935 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. LIMITS SHOWN ARE AS REQUESTED.
INSR TYPE OF INSURANCE ADDL SUBR pOUCY NUMBER POLICY EFF POLICY EXP LIMITS
LTR INSR WVD MM/DD MM/DD/YYYY
COMMERCIAL GENERAL LIABIUTY EACH OCCURRENCE $
El DAMAGE TO RENTED
CLAIMS-MADE OCCUR PREMISES(E.=..)
Ea occurrence $
MED EXP(Any oneperson) $
PERSONAL 8 ADV INJURY $
GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $
POLICY❑PROJECT❑LOC PRODUCTS-COMP/OP AGG $
OTHER $
Ea
AUTOMOBILE UABIUTYIN L LI I
accident) $
ANY AUTO BODILY INJURY Perperson) $
OWNED SCHEDULED
AUTOS ONLY AUTOS BODILY INJURY Per accident $
HIRED NON-OWNED PROPERTY DAMAGE
AUTOS ONLY AUTOS ONLY Per accident $
UMBRELLA LIAB OCCUR EACH OCCURRENCE $
EXCESS UAB CLAIMS-MADE AGGREGATE $
DEC I I RETENTION$
WORKERS COMPENSATION XSTATUTE ER
OTH-
A AND EMPLOYERS'LU\BIUTY Y/N WC 026160313 FL 07/01/17 07/01/18
ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED? N/A E.L.EACH ACCIDENT $ 2,000,000
(Mandatory In NH)
If yes,describe under E.L.DISEASE-EA EMPLOYE $ 2,000,000
DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 2,000,000
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,AddItIonal Remarks Schedule,may be attached If more space Is required)
All worksite employees working for PRECISION HOLDINGS OF BREVARD INC DBA PRECISION DOOR SERVICE OF MIAMI,paid under ADP TOTALSOURCE,INC:s payroll,are covered under the above
stated policy. PRECISION HOLDINGS OF BREVARD INC DBA PRECISION DOOR SERVICE OF MIAMI is an alternate employer under this policy.
CERTIFICATE H CANCELLATION
sion Holdings of Brevard Inc DBA Precision Door Service of Miami SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
2395 S Washington Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
Titusville,FL 32780 ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
dqoa iRiek o &tida
©1988-2015 ACORD CORPORATION.All rights reserved.
ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD
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STRUCTURAL SOLUTIONS,P.A.* Project No.: 17-002
5921-G West Friendly Avenue Date: 9/27/2017
Greensboro, North Carolina 27410
NC Firm #C-1096
Garage Door Windload Design Pressures
The following Design Pressures have been calculated in accordance with ASCE 7-10 Chapter 30 Part 1
for Components &Cladding, based upon the design parameters listed below, using the Load Combinations
in Section 2.4.1. For use with Florida Building Code 5th Edition (2014,1'. ••••;•
...... .... ......
Building Address: 9325 N Bayshore Dr •
Miami Shores, FL 33138 "••••
.... .... . .
Garage Door Width .•
• • 96 t• ; ••�••.
Garage Door Height:.... 6.5 ft. ••
Basic Wind Speed: 175 mpti ....:.
Exposure#: D •
Mean Roof Heigh6e 21STf•.� '
Least Overall Horizontal Dimension of Building: 45 ft
Distance from left building corner to edge of garage door opening: 1 ft
Distance from right building corner to edge of garage door opening: 10 ft
Roof Slope: any slope
Positive Design Pressure = 45.8 psf
Negative Design Pressure = -53.0 psf
Design Assumptions:
The building is considered Enclosed as defined in ASCE 7-10
The Topographic Factor for the building is 1.
The building and garage door measurements shown above were provided to Structural Solutions, P.A. by
others. These calculations do not address the structural adequacy of the jambs or other supporting structure.
These calculations merely determine the Design Wind Pressures for the given garage door size and building
geometry. Evaluating the structural adequacy of the jambs or other supporting structure is not the
responsibility of Structural Solutions, P.A.
This document is only to be used in conjunction with garage doors that are
manufactured by Entrematic.
�{aya xF`y.s-�lr lila.{♦Y+
* •1
Ya
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.+46�7� • � a
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• �j 3'
+. STATE OF- �
Y
{•
STRUCTURAL SOLUTIONS, P.A. (*dba Structural Solutions of North Carolina, Inc., FL Firm #29412)
Thomas L. Shelmerdine, PE (Florida PE #0048579)
STRUCTURAL SOLUTIONS,P.A.* Project No.: 17-002
5921-G West Friendly Avenue Date: 9/27/2017
Greensboro, North Carolina 27410
NC Firm #C-1096
Garage Door Windload Design Pressures
The following Design Pressures have been calculated in accordance with ASCE 7-10 Chapter.30 Part 1
for Components &Cladding, based upon the design parameters listed below, using the Load CoCggiDVJions
in Section 2.4.1. For use with Florida Building Code 5th Edition (2514,1'. ••••;•
.. . .... .
...... .... ......
Building Address: 9325 N Bayshore Dr ... •
Miami Shores, FL 33138 •••• ••.. ......
.... .... .....
Garage Door Widtlj�:": 9 Tt:': ""'•
Garage Door Height:.... 6.5 ft. ••
Basic Wind Speed: 175 m ••••:.
Exposur4: D
Mean Roof Height." � 21.�'ft•,; '
Least Overall Horizontal Dimension of Building: 45 ft
Distance from left building corner to edge of garage door opening: 1 ft
Distance from right building corner to edge of garage door opening: 10 ft
Roof Slope: any slope
Positive Design Pressure = 45.8 psf
Negative Design Pressure = -53.0 psf
Design Assumptions:
The building is considered Enclosed as defined in ASCE 7-10
The Topographic Factor for the building is 1.
The building and garage door measurements shown above were provided to Structural Solutions, P.A. by
others. These calculations do not address the structural adequacy of the jambs or other supporting structure.
These calculations merely determine the Design Wind Pressures for the given garage door size and building
geometry. Evaluating the structural adequacy of the jambs or other supporting structure is not the
responsibility of Structural Solutions, P.A.
This document is only to be used in conjunction with garage doors that are
manufactured by Entrematic.
� y
No.48'579
F ,
♦ 1
s B rE OF
Y�
STRUCTURAL SOLUTIONS, P.A.* (*dba Structural Solutions of North Carolina, Inc., FL Firm #29412)
Thomas L. Shelmerdine, PE (Florida PE #0048579)
MIAMI-DADS MIAMI-RADE 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.eoy economy
.000.0
Amarr Garage Doors
0 •• •
125 Carriage Court
Winston-Salem,NC 27105 ,,,,,, •�,� ,••••,
0000..
,SCOPE: •••• •••• • •
This NOA is being issued under the applicable rules and regulations governing the use of co*mtxxtion matsaials'The
documentation submitted has been reviewed and accepted by Miami-Dade County RER Produ*ot4ontrol 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 Coun*"dlct Control46ection(In •
Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to havq.,W%product or••••
material tested for quality assurance purposes. If this product or material fails to perfornt in V%accepted manner, tile`•.•
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,rrtddiY,or sufp V the use bf •
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is&termined
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 9'-0"Wide(DP+51.1,-60.3 PSF)
APPROVAL DOCUMENT:Drawing No.IRC-9509-180-21,titled"Model 950 Heritage&Model 655 Oak
Summit,(24 GA) 1000,2000, Short,Long,-Flush and Oak Summit Panels",sheets Ithrough 3 of 3,dated
03/14/2003,with revision B dated 10/13/2011,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 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 013-0503.06 and consists of this page 1 and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrern,P.E.
NOA No 15-0505.11
CKAMI�-DADE COUNTY Expiration Date:September 4,2018
Approval Date: July 16,2015
Page 1
Amarr Garaee Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under NOA #13-0503.06"
1. Drawing No.IRC-9509-180-21,titled"Model 950 Heritage&Model 655 Oak Summit,(24
GA) 1000,2000, Short,Long,Flush and Oak Summit Panels",sheets Ithrough 3 of 3.dated
03/14/2003,with revision B dated 10/13/2011,prepared by Amarr Garai Door9;signed and....:.
sealed by Thomas L. Shelmerdine,P.E. •• 0 69966" •
00:0 :0000
B. TESTS "Submitted under NDA#13-0503.06" •••••• •
1. Addendum to Test Report No.ATLNC 0129.01-13R,prepared by A113e>rcan Test M Inc.,• •
dated 06/11/2013,signed and sealed by David W.Johnson,P.E. 0000 ""
...... . ... .....
2. Test report on Evaluation of Painted or Coated Specimens Subjecteoje•Qarrosi,,•• ••••
Environments per ASTM D1654&ASTM BI 17,prepared by ArcWtwWq1 Testing.Inc.,Test ••
Report No. C5463.01-106-18,dated 04/03/2013,signed and sealed by Gary T.Hartman,RE....:.
3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-Vt'�' •
2)Large Missile Impact Test per FBC,TAS 201-9i..- •••• •
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 0129.01-13R,
dated 04/02/2013,signed and sealed by David W.Johnson,P.E.
4. 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'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#08-0718.01"
C. CALCULATIONS "Submitted under NOA#13-0503.06"
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 01/25/2012,signed and
sealed by Thomas L. Shelmerdine,P.E. "Submitted under NOA#08-0718.01"
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to the 5`h edition(2014)FBC and no financial interest
issued by Structural Solutions,PA.,dated 04/08/2015,signed and sealA;i/vq
s L.
Shelmerdine,P.E.
Zo15
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No 15-0505.11
Expiration Date: September 4,2018
Approval Date:July 16,2015
E-1
ADJUSTABLE ROLLER CARRIER
ATTACHED W(2)1/4'x 1/2' 14W DURASWE
DOLT L NUT PER BRACKET CENTER HINGE ATTACHED 3 OA FLAG BRACKET ATTACHED TO WOOD
V/(4)J/4'x 3/4 Yµ(3)S/I6 DIA X 1-S/0'LAG DOLTS AND TO
HEX H EAD SCREVS 2'THICK 2 GACMKERCIAL TRACK V/(4)1/4'-20 x 3/e TRACK BPLICE
TOP FIXTURE ATTACHED W BOLTS AND NIRS
(4)1/4•x 3/4'HEX HEAD SCREWS
3 3/8'22W R-TRUSS ATTACHED ADJUSTABLE SLIDE BRACKET ATTACHED
12 GA DALY.CORXERCIAL W(PJ 1/1'x 3/M V/(2)1/4'x I/2'DOLT AND NUTS
TOP ROLLER BRACKETit—
REX HEAD SCREWS ATHIR CX1FfO0R SHIN9�'IIEX HEAD L/41
FACN CENTER STRC w/OAKEO ON POLYESTER PoAA<PER BRACKET2.IG BALL STEEL
s'WN STEN ROLLER SPLICE BiACK9 AT 7145 LOCA710N
i -20 7RA4Y(3)*/I-NA.t NUR
TYPICAL T P X142 sENAc M JAf<e NRH(3)UM S LTS x 1 RUTS
I'L S. IDOLTS
EEL(TABLE 2)ON PAGE S Tat 5 (SP ICD
AO
IHECMMENOED SECTION C016IO1RAnO1 MSA TYPFCAL DURASAFE CENTER HINGE/ '` tuo�T IA' o�m.we
NLA
(D 3 9/5'LPGA AT FA JAMB BRACKET
R-TRUSS PER SECTION
12 OA DAL1L STEEL
1 i T
f
<TIMOUWD tte W%1)1/1•-BO
R N IRAs(6PI10E BOLT k NUT
STILE STIFFENERS(3)
LOCATED IN NWGE ROLE.DN TDP SECnON ONLY F
G END HINGE
7HROlE41 xTT-0NTs( Mli 14 FA. E
13 HEOxBEOO
D
6 4 C G D
0
ISEUE(SEE(WARE 2)ON PAGE 3
D
FOR O m=COomnG RATION FOR BRACKET SPACING B UP TO 14'TALL 000"
ZEN A 0 3 6/0•H X R G0. 0 s/B'
STILE TYPICAL STILE STIFFENERg R-TRUSS)GALV.STEEL R-TRUSS
LOCATION SEE TABLE 'ON PAGE 7 A SEE(TABLE D ON PAGE 3 H.T.S. J HER HEAR VSCNEVE AT EACH END
FOR STILE PLACEJENT FOR STRUT SPACING STILE AND(2)i/4'x 3/4'HEX
HEAD SCREWS AT EACH CENTER
HAX STILE
INSIDE ELEVA110H
ADJUSTABLE SLIDE BRACKET N.T.S. 14 GA DIBASATE
TN)i AT
ATTACHED VAIN 1/4-20 x END HINGE ATTACHEDS
3/8•TRACK BOYS AND IHR W @)1/4'x 3/4' MTTaI►NEL
HEI(HEAD SCREWS
14 OR DURATAFC AJUSTARE S2 111E r i--?ON7.STEEL RETAIMERP •E NGVL9ED Ny spy ff 1T9� OlE OY
ROLLER CARRIERS ATTACHED TO 46A.ORASKE ITT [ s I ( Y/BOT1O(SEN. �•Otacw elr YFT01ND
3 5/8'MR R-TRUSS V/('M ROLLER CARRIERS ATTACHED YDiMq OBY A MRiglQ(A 11 YFB11CI8.8SkFG3=D�N 2X
X 3/4'HEX HEAD SCREW TO END STILE V/(3)1/4'x 3/4' �� ADID�1aM PID
HEX HEAD SCREVS PER CNDUER SECTION A (SIDE VIEDA P e mmolomcna IgA!(II CLC
ILLS. p
2'10 BALL STEEL 9.14
9'LONG 37EN ROLLER e� 5 ,dry„
3 Dre'2mA - _ DESIGN LOAD ,�O�Q�,.•G b,•.F9 IC)`r
R-TRUSS _ OPTIONAL T DETAR +61.T PSF Vim,•.'N O
TIDE LOCK ENGAGES INTO VERTICAL 6 F•••
Au41CV331%/�% TRAC(ON BOTH SIDES sro'xu( tT xf— -60.3 PSF I: `.`Z OD Fes? p
READ SCREWS ENGAOENRIT<fNM LATCH.DR LOCK LARGE M I S S LE ;'` • _ SI
TAD OPTIMAL)ATTACH V/(2)1/4'x t�
HEX HEAD uREvs IMPACT RESISTANT
T7YPICAL DURASAFE END HINGE - ^' •° STAT OF •��
TI.T:J. ,3 LARGE MISSLE QrQ�•:•)(` Q�.
oo s/16•x 1 3/a'LAO V LOW STRUT IMPACT , moi(:• 0 TA%..-"`
33/4'NDN �SEJL r W QALY.STEEL END ST)LE SCREW(1)PER @)V4A7TA�X 3!4' RESISTANCE 4'J�sS�,•'�••'•••�'.rl, ;
TIDFROON IF
(3UPPUEO Br NSTNIFlO ATTACHED WITH0)
SKINKAIm u> JAMB BRACKET HEX HEAD SCRNS •• ••• • • • • • S Ip�PdNA,iS,DB�
I` GB RNI QA CENTER STILES TOG-L-LDc AT THE TTP AND AT END AND CENTER • • • • • • • • F.
ATTACHED WITH f2) ➢11T70N RAIL STILES
- - • • • ��• ••�
TOGION AT THE 70P AND ()>7/11•dA .:. 0 ••roOTHpI/LD2W61 •�Poy •i •• ( •1
DOCTOR RAR NO ADHESIVE BOLT RETNNER
TO INTEsmR FACE PFR ROUFR ° ° •• � •So • ••
..;.. •0� BOTTOM BRAFXET NRPIIDT 145 CARRIAGE CIRAT VINT04-mm NC. VMS VWANARkM
- _ Y
--Rua BALL STEEL U GA ATTACHED mwm Doo HBRTTAGB(24 CA)1000,LODO
3'KIN STEN ROLLER HEX
NEAU,SC S • •M yOD� 66 OAK 80104TE(24 CA)1000,2000
?: • • • • • e 'DBOIl1!•k. P H.AND OAK rig=PANR4D
3/8'N X PP W
ft:
TRACK<I)1/4-24 x s/8•TRACK S/0'A-TRULS) HCRMEE3.OBS' TYPICAL BMTON BRACKET/,( \ • • • • • 9J< *MR•KI DML OIJI!/OT OA(AACIAUIIR
N.T.& • • • •• • • �.• 2 IRC-9509-180-21
SPLICE BOLT AND NUT PER OONL 9OLTMAL JABS -T
JAND BRACKET TRACK MOUNTING DETAIL SYP OR SPF • •• • • •
(N0.R OR BETIFIt) 000 t 000 • • • Ism 1 OF 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 JAMBS.
THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD
TRANSFERRED FROM THE DOOR. .
2.EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OR
+230.0 LBS/FT A -271.4 LBS/FT INTERIOR OF GARAGE
3.DOOR AND HARDWARE WALL BE DESK-RED,MANUFACTURED
AND INSTALLED W67H STANDARDS AS SET FORTH BY DASMA. MAX.WIDTH 9-0-
4,DOOR SECTIONS SHALL BE 24 GA.(.0216)MIN.EXTERIOR SKIN —
ROLLED FORMED,W/13AKM ON POLYESTER FINISH
5.DOORS UPTO 7'0'HIGH CONSIST OF(4)SECTIONS AS SHOWN.
USE(1)3 5/8"R-TRUSS PER SECTION DESIGN LOADS
B.DOORS OVER(4)SECTIONS REFER TO TABLES 1 AND 2 +230.0 LBS/FT SEE NOTE 2
ON PAGE 3 -271.4 LBS/FT
7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTRED PROFESSIONAL ENGINEER FOR"NO LOADS
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS.
& THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL
COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE
A MINIMUM OF 2 SPECIMENS SHAD.BE CUT FROM EACH COIL AND TENSILE
TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAB
SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS,4 TIMES A
YEAR.THE MANUFACTURER SHALL MAK TO THIS OFFICE A COPY OF THE TEST
REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM
CORS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED
STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH PYDDUCFRBVL7BD
OF 32.000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE yYy•MIMFTBIIOB dP •iRWfflorMs
COUNTY UNDER THIS NOTICE OF ACCEPTANCE. YBA�C1eb
. PAemplim Jlpie�No jjffj&ff
Yn AoiOBet �
WOOD JAMB ATTACHMENT TO STRUCTURE BEY msam CFwm lux ley
Y 6 RTI A 'WB ATTAT201ENT TD VOQD FRAME 3TRUCII.1 A AMA"AXFIBC ID0.1B)4PC1 A'IBI D6•il-(B Sf1
5/16'%3'LAG SCREWS STARTING 6•FRUN ENDS THEN 20'OC.(1 1/2'EMBEDMENT) 1tWEMIDfl3C 2D0 N/II/11 BBC
2 1.6 T -08 PSI CONCRETE
H L I IVB(8EL7 3/B•ATTACHMENT TO R
X 4'STARTING 6•FROM ENDS THE 24'DC(2 1/2'EMBEDMENT) _ D1111If
HILTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 18'D.C.(1 1/4'ERBEDKFNT) MAX SIZE ,0%% IIfA
ITV/RANSET REDHEAD(TRU-BELT)31W X 4'STARTING 6'FR13M ENDS THEN 24'D.C.(2 1/2•ENBEDHENT) B'x 14' ,poi�„SNE( 1.
E Y A VERTIfA�JANE ATTACNNENi TO HOLLOW C-9Q)ILDCK DESIGN LOAD pg �� P F �� Av
$Iq'SQN 1/4'%3•T1TEN SCREWS STARTING 6'FROM ENDS,USE PAIRS DF FASTENERS +BLT PSf a",0�.'bVCENSt�•'9�J
(3'APART)AT B•0.C.U 1/2'EMBEDMENT) -BO.1 PSF k'€ 'Z' ��i
HILTI 1/1'X E-3/4'KW1K-CON tl+SCREWS STARTING 6•FROM ENDS,USE PAIRS OF �¢ +/�� Q
FASTENERS(3'APART)AT W DC,(1 1/4'EMBEDHENT) 7'a�' Y ' ry •,*`zq
MILT'MMAM 3/B'X E-3/4•STARTING FROFI ENDS THEN 2V DC,O 1/4'
2000 PSI Ggaun
EHDEDHENT)(OR,USE FASTENERS FOR HOLLOW C-00 ILOCK)
SSY�� LARGE MISSLE STATE OF �
na aX
■LAOS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. IMPACT •'•'r( P,•L,�, -'
wPREPARATION DF Vg00 JAMBS BY OTHERS RESISTANCE '4�i1`s/DNA\
CONCRETE HOLLOW ••• • • • • • ffffff11111DI114,
tiF t
GROUTED* • • • • • • •
STRUCTURE STRUCTURE siRUCrURE STRUCT w • • • • • 11 FL .
•w• SO • • ••
1 11/H 2-3/4'-N 1-1/2'MIN F--� aq CM lk%COOT WNSTQN4M".NL 27105 WYA1NpRCQN
P,JAMB H)N • ••w • MODx ODXL B60��BUYNIT(g4 GA)TAGN(24 GA) 1000,,£000
• • • R7r , PLUSH,AND OAK SUMMIT PAWBIS
AVAILABLE TRACK CONFIGURATIONS • • *00
• . 'MRaD1 ull WWI, MAKRI SIM'
M.T.S. - •• i• • •0 i i06001"1Dix 03/0 IRC-9509-180-21
••• • • • • ••• • •
•a• • • •
000 • •
TABLE 1 TABLE 2 TABLE 4
DOOR STRUT SPACING(BASED ON RECOMMENDED DOOR SECTION HEIGHTS Section Center Stile Location
HEIGHT SECTION CONFIGURATION) TOP HEIGHT Btm #2 #3 #4 #5 #6 1 #7 #8P"'Type (Measured from Left Edge)
A B C I D I E- F G H T Width- 1st 2st 3rd
-.q 0W (A) (in) (I n) (in)
13'6" 21" 21" 21" 21" 21" 18"118" 21" �TM7.1�mojt-W Am StMw
72
7_
7' 6 112" 16' 37" W' 76 1/2" 7- WR-q IW,. ip r4,01, POW
IN
Long 24.000 48.000 72.000
8.40
8' 16 11Z' 16" 34* 52" 791 188 112" 12'6" 21" 18" 18" 18" 18" 18" 18" 21-1 Bead 24,625 48.000 71.376
A I ME 71T E -w-
175- &R "X TU
8':2 Long 24.600 49.000 73.600
9 5112" 13" 31" 49',67" 85" 1001/2" 11'6!' 21 21 21 18" 118" 18" 21" V 2 Bead 25.126 49.000 72.875
F 4
"L
-3.4
=X��
90 5112" 16,' 37" W 76' 90 1121/2" 10'6" 21" 21" 2V 21" 2V 21" Viol Long 25.000 60.ODO 75.000
7 74.375
--W WA Bead 26.625 50.000
5 112, 16- 1W4 52" 70" W 108" 124 1/2' 9'6" . 21" 18-1 18" 18"1 18" 21"1 Way
8'16 1 Long 25.600 51.000 X500
816 Bead 28.125 51.000 -75.-8-75
12' 61/2' " .18"121"
16!' 37" 58" I 79" 100r 118" 1361/2" 8-6-1 21" 21 21
'4 20.000 52.000 78.000
1
at .a019; WUIX�AZU W A . T Long
13' 51/2" 16 37' 58" 76' 94' 112I 130" 1481121, T 611 18" 18" 18" 8'18 Bead 28.625 52,000 77.376
walm=1�15-m''RAI,91 W5
14' 5112"116"i 37"1 58-179'.W 1211 % vjio Long 26.500 53.000 79.600
.1W 121
r7"--F21'- .18" 18" ff'HO Bead 27.126 63.000 78.875
TABLE 3 & M
DOOR TRACK ATTACHMENT SPLICE !w 27..000 6a.000 81.000
HEIGHT. A B C D E F G H I J K L M N S V10 27.62 000 80.375
OWN,
.4
lffiuli W w
71 3" 14" 27" 38" 46" 1-56" 68" 7611
0 OWU OF KWO
era
A jNffVAM1D2WNQmm&f0/mj.-.j.
I SM v MAN-
I jummmmmo
81 311 1411 , 2711 38" 4W 56s' 6811 78" 8811
MAX SIZE
9'.14� 0,1011111ft",
%A L
91 DEM LOAD� %A I
3" 14" 2711 3811 46" 5611 68" 7811 8811 1001, 1 ........
+61.1 PSF E tv
-60.3 W
�Z
NMI mm 112" No 0048670
10' 3" l4l' 27" 3811 4611 5611 6811 7811 8811 10011
STUA 0
WACT '4�40p%,Q
Ill 311 1411 2711
38" 46" 56" 68" 78" 88" 100" 110' 124" .�;. ... ..
YQ W,
it
v FL
12' 3" 14" 27" 38" 46" 56" 68" 7811 88" 100" 11011 12211136" •
0
I I •
00 = 0
-t A NO-- I
mmmmmM V01, .06 •
2kET-11
13' 3" 14" 27" 38" 461' 56" 68" 78" 88" 100" 114" 122" 134!' 148" 165 CNMW CMW VWTOPI-MEK RA VIM VVVAgkqRCM
YODEL 950 HERITAGE(24 GA)1000,COOD
L. a�kfg bg a suimmrr("GA) LOOO,0000
Amm"m W-�t im M m AM 0"SUUMTT PAMLS
14' Y 14�' 27" -T8r' 68" 78" 88" 100" 114" 122" 134r' 146" WiV Or jUJI OAX wm
00 1!F 4 9 FV -95M-180-21
21. IRC
ALL TRACK ATTACHMENT SPAC4NO+/- 2- ALLOWED HATH SYP OR SPF NO. 2 OR BETTER ONLY 000 0• 4 0 0 ISM 3 OF 3
