WS-15-1964 Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-240665 Permit Number: WS-8-15-1964
Scheduled Inspection Date: August 31, 2015 Permit Type: Windows/Shutters
Inspector: Rodriguez,Jorge Inspection Type: Final
Owner: KOCH,WILLIAM & KATHLEEN Work Classification: Garage Door
Job Address:685 NE 97 Street
Miami Shores, FL 33138-
Phone Number
Parcel Number 1132060171920
Project: <NONE>
Contractor: GARAGE DOOR ETC COMPANY Phone: (786)326-7574
Building Department Comments
REMOVAL& INSTALL OF NEW DADE COUNTY CODE Infractio Passed Comments
GARAGE DOOR. INSPECTOR COMMENTS False
Inspector Comments
Passed
Failed
Correction ❑
Needed
Re-inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
August 28,2015 For Inspections please call: (305)762-4949 Page 8 of 26
x .3
i
.�� Miami Shores Village
10050 N.E.2nd Avenue NE
s ,
Miami Shores,FL 33138-0000
Phone: (305)795-2204
3
E
x -
/ 3 xpiration: 02JO9/201
Project Address Parcel Number Applicant
686 NE 97 Street 1132060171920 WILLIAM&KATHLEEN KOCH
Miami Shores, FL 33138- Block: Lot:
Owner Information Address Phone Cell
WILLIAM&KATHLEEN KOCH 685 NE 97 Street
MIAMI SHORES FL 33138-2470
Contractor(s) Phone Cell Phone Valuation: $ 2,500.00
GARAGE DOOR ETC COMPANY (786)326-7574 Total Sq Feet: 56
Type of Work:REMOVAL&INSTALL OF NEW DADE COUNT Available Inspections:
No of Openings:1 Inspection Type:
Additional Info: Final
Classification:Residential
Review Building
Scanning:3
Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.80
DBPR Fee Invoice# WS-8-15-56597
$2.00 08/13/2015 Credit Card $77.80 $50.00
DCA Fee $2.00
Education Surcharge $0.80 08/04/2015 Check#:4399 $50.00 $0.00
Permit Fee $110.00
Scanning Fee $9.00
Technology Fee $2.40
Total: $127.80
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 EL RICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OW SAFFIDAVI : I certify a foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
co t above-named contractor to do the work stated.
August 13,2015
rized Signatur . Applicant / ontractor / Agent Date
Building D artment Copy
August 13,2015 1
4 , Miami Shores Village
or Building Department AUG ® z015
10050 N.E.2nd Avenue, Miami Shores,Florida 33138
7 Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949T
FBC 201
BUILDING Master Permit No.W C' - G�
PERMIT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
J ®^-� CONTRACTOR DRAWINGS
JOB ADDRESS: /V P 1 0
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): KJ e l /r �� ow I- -� Phone#: ��� �6-
Address: A)
City: Llr%qoe-r[ gia-2,,9A State: �L- Zip: �' T
Tenant/Lessee Name: Phone#:
Email: 1 r/> c- - ok
CONTRACTOR:Company Name: a4-,,z14qe &012- Phone#: 6 3 24 `��,01
Address: 0-31a 1 tt)Q-) 11/ RIL
City: tate: Zip:
Qualifier Name:_����,tUe S��® A • ��nJ/-1 sc.' - Phone#: ?a56
State Certification or Registration#: / Certificate of Competency#:
DESIGNER:Architect/Engineer: �! Phone#:.
Address: City: �/ State: e---- Zip:
Value of Work for this Permit:$ 2 ® �—` Square/Linear Footage of Work: ? r"W, ;;�/„
Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition
Descripti n of Work: s 014L'
ezC,;L" cv
chi-o`C
Specify color of color thru tile:
Submittal Fee$ C='o °0Z Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
Ar
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.
SignatureC, / Signa ure
OWNER or AGENT CO RA
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of .20J by L® day of t
20 I,� , by
who is personally known to 1 ���® fi
rwft-�ho is peonally know o
me or who has produced I as me or who has produced as
identification and who didake an oat A-)-Ct!S%' -O identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sa n: Si '
y,�34"PY, ANGELASOCARRAS
Pr . °tie"PK % ANGELASOCARP' Print: :#- IvfY00MMISSIQA
�u rt Q EXPIRES:September 4,2015
EXPIRES:Septembc,r"•,015 %h'�,p ,Y�' bondedThruNo
Seal: ' Seal: f taryPubNcUndenvriters
&A�
Braided Thru Notary Pubbc undawrders
APPROVED BY ` Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
cut abova the, roat
k.;aIdge Door ETC OMP
786-326-7574
08/04/2015
State of Florida
County of Dade
Before me this day personally appears Dionisio A.Fernandez who,being duly sworn,deposes and says:
That he or she will be the only person working on the project located at:685 NE 97 ST Miami Shores, Florida 3
3138.
Sworn to(or affirmed)and subscribed before me this 04Day Aq 2015,by
Personally known
Or produced identification
Type of identification produced
PEE]
ic State of Floridarezsion FF 1567503/2018
Prin , ype or stamp name of notary
WE G
�n
an■ aur
n Miami shores Village
%7wo--* Building Department
1pR1pA 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner - Workers' Compensation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees,including the owner,must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if-
1.
f1. The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC,a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State,Division of Corporations;and
3. The corporation is registered and listed as active with the Florida Department of
State,Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use
day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of
workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature:
Own
State of Florida
County of Miami-Dade
The foregoing was acknowledge before me this day of �U!�l ,20 1 .
By lUl l P1° �°o� �-�V -1 who is personally known to me or has produced
't:-'d— as identification.
Notary:
SEAL: r°v N=Alvarez
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Miami Shores Village
APPROVED BY DATE
ZONING DEPT �(
BLDG DEPT�� 3
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SUBJFCT TO COMPLIANCE WITH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
�rE
GARAGE DOORS
WORST CASE SCENARIO DESIGN PRESSURE CHART,ENCLOSED BUILDINGS
2010 FLORIDA BUILDING CODE
BROWARD COUNTY FLORIDA
170 MPH
EXPOSURE EXPOSUREExF
Mean Design Pressure Mean Desi n Pressure Mean,Desi'n F
Door Door Roof Door Door Roof Door i?oor Rica# . "bs or'Dom K �
With ht frt Positive Width Height ht Positive alive V iditn :Flag ht tom' t 9? itive iii pciso o
8 7 33.6 -42.1 8 8 332 -41.5 8 77 «1 w? 8 •?40 .: "I ri50 :
9 7 15 33.3 -41.6 9 8 15 32.9 -40.9 7 St)4 8 40 Q
16 7 31.9 -38.7 16 8 31.5 -38.1 16 7 38T 471# 16• $. +383 -46"lop2
18 7 31.6 -382 18 8 312 -37.5 18 7 38;3" 8 $ ` '�
8 7 34.0 -42.7 8 8 33.7 -421 8 %" 7 412 fs1"7. " .'8
9 7 16 33.7 -42.1 9 8 18 33.4 -41.5 9 7 16 40:8 5#»0 ► $ �► ' 4f34 *1100
16 7 323 -39.3 16 8 32.0 -38.6 16 7 39.1 . ill ► 8 ,. 7
18 7 320 -38.7 18 8 31.7 -38.0 18 7 367• fx8
8 7 34.5 -43.3 8 8 34.1 -426 8 `S "i tri s 4l2'
9 7 342 X27 9 8 33.8 X420 9 71-1
41.3 51.8 • $ 40.'9 rS0►7•
18 7 17 327 -38.8 16 8 17 324 -39.1 16 7 39.5 X48#1 , 18 8" •17* 391. x472`
18 7 324 -392 18 8 321 -38.5
18 7..
8 7 34.9 -43.8 8 8 34.5 -43.1 8 52.0<
9 7 18 34.6 -432 9 8 18 342 -425 9 "". ? 18 41 i7 ": 52'1: g & 18 s 413"': 51:2'"'
16 7 33.1 -40.3 16 8 328 -39.6 16 7 3959 -485
18 7 328 -39.7 18 8 32.5 -39.0 18" :_,"7 :,3s 5 4718 18 -47:0
7 42:4 .533" 8 8.. -52.5 .
8 7 35.3 -44.3 8 8 34.9 -43.6 8 420
9 7 19 35.0 -43.7 9 8 18 34.6 43.0 9 " 7 19 421 :-52fi777g7, 8 :i 1 417 51.7"
16 7 33.5 -40.7 16 8 33.1 -40.0 18 7" " "; . 40,3 .0 k1g " ;
18 7 332 -40.1 18 8 328 -39.4 IS:J 7 .39:9 483" 18 . ::-8 39 5. 47.
8 7 35.7 -44.8 8 8 35.3 -44.1 8 "7 42$. `53.&:: $ 8 424" 529
9 7 35.4 - 42 9 8 � 35.0 -43.5 9 ' J�0 20 420 5�2
16 7 33.8 -41.2 16 8 33.5 -40.5 16 >•7 ': 4(4
18 7 33.5 -40.5 18 8 332 -39.8 18" 7" :'3 W7 1`8 `8 �:39A =47.8
8 7 36.0 452 8 8 35.7 X4.5 8 7. 43.2, ';"-1;42,,:l -53:4
9 7 21 35.7 -44.6 9 8 21 35.4 -43.9 9 �7 42 3 53 9 3" 21 :424
16 7 342 -41.6 16 8 33.8 -40.9 :16 7 :41 i7
18 7 33.9 -41.0 18 8 33.5 40.3 40.2
8 7 36.4 -45.7 8 8 36.0 -45.0
9 7 36.1 -45.1 9 8 35.7 -44.3 9 7, 432 53 9' 8 42 7 =53.1
16 7 34.5 420 16 8 342 41.3 16 7 " 413
r5fl 18 9" �i.-49.4"=
22
18 7 342 -41.4 18 8 33.9 -40.7 18 ;-.7 ,41:0 49:S 18 8'';'
8 7 36.7 -46.1 8 8 36A -45.4 $ �: 7 43 9.. 55<1.., �3 8 `` �. •%�54 2
9 7 36.4 X5.5 9 8 36.0 44.8 9 7 43:5 =54c39 8 23 431 53 5:`
23
16 7 34.9 -424 16 8 34.5 417 41.7 SO S 1�6 $
18 7 34.5 -41.8 18 8 342 -41.0 18 7 :'- 41:3 -49:9" 1& :8,:
8 7 37.1 -48.5 8 8 36.7 45.8 8 '71 , 442 -5525 8 8 43
9 7 24 36.7 -45.9 9 8 24 36.4 -452 9 7 43$ 54<7 8 8 ,; 434 539
16 7 352 -42.8 16 8 34.8 -420 16 51`ti 24: 4 i
18 7 34.9 -42-1 18 8 34.5 -41A 18 : � 7 �418 =50.� 418 �& <41.1 � X484,
8 7 37A -46.9 8 8 37.0 -462 8 7 44;5" 55:9 8 8 441 55.0
9 7 25 37.1 -46.3 9 8 25 36.7 -45.6 9 _ "7 44.4 -55.1 9 8 7 -54 3
16 7 35.5 -43.1 16 8 35.1 �-42-4 16 7 -5C
42:3.
18 7 352 -42.5 18 8 34.8 18 7 d 41:9:
Notes:
1) Design pressures have been calculated using procedures listed in ASCE 7-10,Chapter 30,Part 1,for Low-Rise Buildings.
2) The calculated ultimate wind pressures have been rnuftlplied by 0.6 to convert to the nominal(ASD)design pressures shown.
3) Pressures have been calculated based on an enclosed building,any roof slope,Risk Category II,residential application %%%till I4® ###j,
5) Most garage door openingThe design pressui-es s Wilmot be loentire cated completely ioof s width Is In nn zone 5. Therefore indiend zone(zone 5)of vidual dim ®es®®®S 1°•°�H�°���','s
calculations will result in lower pressures. ®oe��'���,�C'E ��°%
AQ,
6) For mean ref heights less than 15',use 15'pressures. NO 004$ t�
7) This Table is orgy to be used in co*n'ction with Amur Garage Doors.
•
e71A1E OF e W
165 Carriage Corot•Winston-Salem,North Caroline 27105
Phone(336)7445100.Fax(336)7445815 10
www.amarr.corn mo®�°� °00 R,® "(� ®%
07 Aug 2015 02:03AM HP FaxBob 3362318686 page 1
irllDp►DE MIAM DADE COUNTY
mam PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ITER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315.25911 P(786)315.2599
NOTICE OF ACCEPTANCE.(NOA) www,miamid ade.govleeanamv
Amarr Garage Doors
1.25 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 bo
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid atter 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-Bade 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 ltbrough 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.Sheltnerdine,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 UAPACT RATING: Large and Small Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name or logo, 3 800 Greenway Circle,Lawrence,
Kansas,model number, the positive and negative design pressure rating, Indicate impact rated if applicable,
installation instruotion draFving reference number,approval number(NOA),the applicable test standards,and
the statement reading'Miatni-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 NCA 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 complywith any sect?on of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT:ENT: 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# 13-0503.06 and consists of this page 1 and evidence page E-1, as well as approval
document mentioned above.
The submitted documentation vvas reviewed by Carlos M.Utrera,P.E.
MIAMF OADE C UNTYNOA No 15-0505.11
"► F Expiration Date:September 4,2018
4
"7/
Approval Date; July 16,2015� Page 1
0.6 015
AUG8
- J
07 Aug 2015 02:03AM HP FaxBob 3362318686 page 2
Arnarr Garaze Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under NOA#13-0303.06"
1. Drawing No.IRC-9509-180-21,titled"14fodel 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 B dated 10/13/2011,prepared by Amarr Garage Doors,signed and
sealed by Thomas L.Shelmerdine,P.E,
B. TESTS "SubmBtted tinder NOA#13-0503.06"
1. Addendum to Test Report No, ATLNC 0129.01-13R,prepared by American Test Lab,Inc.,
dated 06/11/2013,signed and sealed by David W.Johnson,P.E.
2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D1654&ASTM B 117,prepared by Architectural Testing,Inc.,Test
Report No. 05463.01-106-18, dated 04/03/2413,signed and sealed by Gary T.Hartman, 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
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 0129.01-1311,
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:narked-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. "Sitbmi'tled wider N'OA#d 08-07X8.01"
C. CALCULATIONS "Subm#tled imder NOA #13-0503,0611
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. Miaml-Dade Department of Regulatory and Economic Resources(RER)
E. MATE,RTA.L CERTIFICATIONS
1• None.
F. STATEMENTS
1• Statement letter of code conformance to the 5e,'edition(2014)FBC and no financial interest
issued by Structural Solutions,PA.,dated 04/08/2015,signed and scaled b Toanas L.
Shelmerdine,P.E.
o? a 4 2o�S
Carton N1.Utrem,F,E.
Product Control Examiner
NOA No 15-0505.11
Expiration Date: September 4,2018
Approval Date:July 16,201s
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OF 32.000 PSI OR MORE spU.HE USED TO YAKS DOOR PALMA M OAOE 00- 010 "a kIsh sarRT�wl�gpLOwiCA
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DOOR STRUTSPACIWG(BASED ON RECOMMENDED _ TABLE 2 TABLE d Cefft o Locaft 0
WIGHT SEC ION CONFl(3URATIONI TOP DOj
SECTION HEIGHTS sem" Meastued 6ornn Lea Edgy DD
A 8 C p E p O H T HEI #2 _#3 #4 #5 #6 #7 #6 yy Pa�tryp� 191 29L Std 3
gig r r•,:. sr2 .z .... rte
16 4 '"�Itr lir 07' W ' -' ' :, 13 21" 21" 21" 21" 18" 18' 21-
76 v
' 8'OLAW 240°0 48.0005112° 1(r 34" 52" 70° _ - 881/2" 126 21 18" 1'8° 18" i 18" 18° 18" 21" 8;0 Bead 24.825 48.000 71.37ri
: .
63
-11MR11*1 MM11'6" 21" 21' r21° 18" 18" 18" 21" 8'i2 24690 49.006 73.576
5112' 13 31 49 Ei7' 8S' 1�112 C12 Read 2&125 49.0W7287&
_. ..`i
so�+I 61/2' 1B' 37' 5r, 7s" 04" 112112' ICY 6" 21" 21' 21' 21' 21" 21" 8'i4 Long mom M 07o oDo rn
-: �rr *r `< Now, ...•g .a $ '�
MME
9:4 B25ead 628 l4Q 000 74.376
W
11' 51/2" 16° 34° 52" 70° Sr Iw 1124117 9'6" 21" 18" y18" 18"1 18" 21" *a 6-.9 0, 0tl..�, 51.000 78.E 00
8.B Bead 26.125 5i.coo 7587500
12,� 6 12" 16' 37' 66' 79" iocr 118" 138112' 8'6" 21" 21" 21" •18" 21" �,' ��,
" 8r' 8•; 8.8 000 51700.. 4'78.000
{ 13' S 112 X96° 37° 55" 70' 94° 112" 130" 1481/2° 7'6° 18° 18" 18" 18" 18' B'i8 Bend 26.626 62.040 77.375
3a,�.- ' i i7b '1:7` E .,. . "' $= fits : 7,' "6 e - ? ;r
14' 612' 16 37° 58" 79° 107' 121" 142" 166112" � EON 1 �`� f�0o 79640
6'6" 21" 18118-121"
TABLE 3 MID Bead 27,125 9.000 78.875
,.
DOORTRACK ATFACHMENT SPLICE 27.= s4.�o~
64. 0
HEIGHT A B C D E F G H I i J K I L M N S LfrLO_ Bead 27.625 80.375
rT � .r_ ra a x i�
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14 27 38 68" 78" "88" 1 112 "° 13
sn a STAT OF t o
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124" w•iWpAff
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78 88 100 110' 11.2
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