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WS-17-2293Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 1384 NE 104 Street Miami Shores, FL 33138- Owner Information BEATRICE E GARCIA & JOSE Permit Permit NO. WS -9-17-2293 Permit Type: Windows/Shutters Work Classification: Garage Door Permit Status: APPROVED Issue Date: 9/26/2017 Expiration: 03/25/2018 Address Parcel Number 1122320320260 Block: Lot: 1384 NE 104 Street MIAMI SHORES FL 33138-2662 1384 NE 104 Street MIAMI SHORES FL 33138-2662 Applicant BEATRICE E GARCIA & JOSE It Contractor(s) Phone Cell Phone GARAGE DOOR SOLUTIONS CORP (786)546-2879 Phone (786)853-4783 Cell Valuation: Total Sq Feet: $ 1,920.00 0 Type of Work: REPLACE 2 EXISTING GARAGE DOORS 9 X No of Openings: 2 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $2.00 $2.00 $0.40 $120.00 $9.00 $1.60 $136.20 Pay Date Pay Type Invoice # WS -9-17-65145 09/26/2017 Credit Card 09/26/2017 Credit Card Amt Paid Amt Due $ 86.20 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final Review Building 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 certi construction and zonin,. F at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating ore, I authorize the above-named contractor to do the work stated. September 26, 2017 Authorized Sign ure:Owner / Applicant / Contractor / Agent Building Department Copy Date September 26, 2017 1 h Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tei: (305) 795-2204 Fax: (305) 756-8972 INSPECTION EINE PHONE NUMBER: (305) 762.4949 RECEIV73) SEP 2 • :17 RECEIVED ;, SEP 2 6 1017 FBC 2011 � BUILDING Master Permit No. Lk) Si --"aavl3 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION E3 RENEWAL ['PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: 1384 NE 144 ST ❑ CANCELLATION E] SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parce!#:11-2232-032-0260 Occupancy Type: Load: • Is the Building Historically Designated: Yes NO Construction Type: Flood Zone: EWE: FFE: OWNER: Name (Fee Simple Titleholder): BEATRICE E. GARCIA Address:1384 NE 104 ST Phone#:786-853-4783 aty: MIAMI SHORES State: FL; zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: GARAGE DOOR SOLUTIONS,. CORP Phone#: 786-546-2879 Address: 275 FONTAINEBLEAU BLVD SUITE160A City: MIAMI State: FLgyp: 33172 Qualifier Name: JUAN R MATUTE Phone#: 786-546-2879 State Certification or Registration #: 13BS00180 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address:City: State: Zip: Value of Work for this Permit: $1920.00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New El Repair/Replace DescHptip„ of Work: REPLACE 2 EXISTING GARAGE DOORS 91X7' ❑ Demolition Specify color of color thru tile: Submittal Fee $ �3 i7 Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ (ReAted02/24/2014) Bond $ TOTAL FEE NOW DUE $ 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 OWNER or AGENT The foregoing instrument was acknowledged before me this n/9- day of /O�u-t.64"C4.G9- , who is personally known to me or who has produced t't4‘-*Ti",l /7 as me or who has produced identification and who did take an oath. NOTARY PUBLIC: ,io. /7 ,by The foregoing instrument was acknowledged before me this 9 day of til /ay" f7/s-ri; 1`e --who is personally known to 20 / 7 , by m identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: Print: Print: as Seal: Seal: + .n RUTH I.EGE MA FAT MY COMMISSION # FF 172019 I -;;� iUntie EXPIRES: January 18, 2019 {�';;`:•••Bonded Art, Notary Pui`tter ***********ear*• k1lM �lOrii APPROVED BY (Revised02/24/2014) Plans Examiner RGI .v:.....,. *. MY COMMISSION till .w Ca FFIi2 � EXPIRES: Ja c a � 019 Bended Thru Nota ;January 18 2019 send_ i ry Pubho Undez4 Zoning Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tet: (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. 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 pmject. 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: Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this / 5 day of Crr— , 20 / 7. By tit 'Z 64-7,.c..44 who is personally known to me or has produced r j as identification. Notary: SEAL: H. L.GESMAMY conTEd y Fr 9 ' EXPIRES: Janualy , 2019Bonded Thr .rtarsFub!„Unden+Ie r s GARAGE DOOR SOLUTIONS, CORP September 2, 2017 State of Florida County of Miami Dade This letter is to confirm that as we are workers comp exempt we will assume all responsibility during the course of the project for the garage door installation work to be done for Beatrice E Garcia, Site address: 1384 NE 104 ST Miami Shores, FL 33138 Juan Matute will be the only person working on the project. Sincerely, 0 .9- 5- a-0 / RUTH LEDESMA • MY COMMISSION 4 FF 172019 EXPIRES: January 18, 2619 %•Fi,f: Bonded Thru Notary Pco:;c titoel\4ntorB Personally Know Or Produced Identification Type of Identification Produced Print, Type or Stamp Name of Notary Garage Door Solutions Corp 275 Fontainebleau Blvd, Suite #160A, Miami, F1 33172 • Direct line: 786 546 2879. Office: 786 953 6581 • www.saragedoorsolutionsmiami.com 'Q"R i f CERTIFICATE OF LIABILITY INSURANCE DAT (MMID 1� 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: lithe certificate holder Is an ADDITIONAL INSURED, the poilcy(tes) must be endorsed.. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In Ileu of such endorsement(s). PRODUCER 8300 West Flagler Suite 114 Miami, FL 33144 Phone (305) 226-8727 Fax (305) 226-8767 CONTACT NAME: Lucia Estrella PHONEAccurate , WI: (305)226-8727 No): (305)226-8767 ,(�, _Mai -MAIL Iuciaestrella@beilsOUth.net INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : Covington Specialty Insurance Company DAMAGE TO RENTED PREMISES (Ea occurrence)$ INSURED Garage Door Solutions Corp 102 NW 86th Place Miami, FL 33126- 786-273-6117 INSURER B : II ❑ CLAIMS -MADE 5 OCCUR INSURER C: $ 5,000.00 INSURER D : PERSONAL 8 ADV INJURY INSURER E I♦ INSURER F : $ 600,000.00 COVERAGES CERTIFICATE NUMBER: 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 WffH 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. ILTR TYPE OF INSURANCE .INSR SWVD POLICY NUMBER VBA566820-00 (MM/DDY/YYYY) 09!15/2017 p (MM/oorer In 09/15!2018 LIMITS EACH OCCURRENCE $ 300,000.00 A GENERAL LIABILITY DAMAGE TO RENTED PREMISES (Ea occurrence)$ 100,000.00 COMMERCIAL GENERAL LIABILITY II ❑ CLAIMS -MADE 5 OCCUR MED EXP (Any one parson) $ 5,000.00 11 PERSONAL 8 ADV INJURY $ 300,000.00 I♦ GENERAL AGGREGATE $ 600,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: V POLICY • .PIECT • LOC PRODUCTS - COMP/OP AGG $ 300,000.00 $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ I♦ ANY AUTO BODILY INJURY (Per person) $ mi AUTOS NED . AUTOSULED BODILY INJURY (Per accident $ II NON OWNED HIRED AUTOS AUTOS E M PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB III OCCUR 1. EXCESS UAB • CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ IN DED ❑ RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNERAXECUTIVE OFFICER/MEMBER EXCLUDED? nN / A (Mandatory In NH) Li If yyes describe under DESCRIPTION OF OPERATIONS below - • T/ORY UMRS ❑ ERH E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) LICENSE #13BS00180 CERTIFICATE HOLDER CANCELLATION Miami Shores Village BLDG Dept 10050 NE 2nd Ave Miami Shores, FI 33138 I ACORD 25 (2010/05) QF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Lucia Estrella ©1988-2010 ACORD ORPORATION. All rights reserved. The ACORD name and tog° are registered marks of ACORD Ni\t S i "1-- `2;7_13 Miami Shores Village —7011E -.D BY YlING DEPT BLDG DEPT DATE 1 SUE3JECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COl iNTY RULES AND REGULATIONS �- Z 3 3i38 . 9X7 fa ,a Ob • . ••••• •. •, . .• .. . . . .. . .. . ... . .. ... . . . . •. . . . • . • •• . • •• •• ... . . • ..... . . .� . .. . . . ..... •• .. •• . . . . . ... . • • ... . . . .. •. ••• . . . .. .. . ... . . .. ... . . . . . .. . • • • .. .. ••• .. . . . .. . .:. . ••• .. • . .. • .. . •. • . . • . ... .... ... . . . . ... . •• • • . . ... • . . . 0.. . • n WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS FLORIDA BUILDING CODE 5TH EDITION (2014) DADE COUNTY FLORIDA 175 MPH EXPOSURE C Door Width Door Height Mean Roof Height Design Pressure Positive Negative 8_- 7 • 35.6 -44.7 9 T 7 ' ,Negative -54.2 35.3- 44.0 10 7 15 35.0 43.5 18 7 :52.8 33.8 -41.0 18 7 499 33.5 40.4 8 7 49:1 38.1 -45.3 9 7 54.8 35.7 -44.6 10 7 16 .35.5 -44.1 '16 ' 7 •63.4 34:2 • ,-41.6 1--8 7-.. •50.4 33.9 41.0 8 7 -49.8 38"5 45.9 9 7 :65.4' 38.2 -45.2 10 7 17 35.9 44.7 16 7 -54.0 34.7 -42.1 18 7 -50.9 34.3 41,5 8 7 •60.2 37.0 46.4 9 7 -55.9 36.8 45.8 10 7 18 38.4 45.2 16 7 -54.5 35.1 42.7 '1 18 7 -61.4 34.8 •42.0 8 7 -50.7 37.4 -48.9 9 7 :38.5 37.1 46.3 10 7 19 36.8 45.7 16 7 65.0 35.5 43.1 18 7 41.9 35.2 42.5 8 7 -51.1 37.8 47.4 9 7 •57.0 37.5 46.8 10 7 20 37.2 48.2 16 7 - -55.5 36.9 -43.8 18 7 62,4 35.5 43.0 8 7 51:8 38.2 47.9 9 7 -57.5 37.8 47.3 10 7 21 37,6 46.7 18 7 36.0 36.2 44.1 18 7 -52.8 35.9 43.4 8 7 420 " 38.8 48.4 9 7 57.9 . 38.2 47,7 10 7 22 37.9 47.1 16 7 -58.4 , 36.6 -44.5 18 7 33,3 ' 36.3 43.8 8 -8-7 7 -52.5 38.9 48.9 46.5 -58.4 38.8 48.2 10 7 23 38.3 47.6 16 7 -58.9 - 36.9 44.9 18 7 43 7 38.8 44.2 8 7 •52.9 39.3 49.3 9 7 -58.8 38.9 48.6 10 7 24 38.6 -48.0 167 18.1 .57.3 37.3 -45.3 18 7 •54.1 ' 36.9 -44.6 8 7 39.6 49.7 9 7 59.2 39.3 -49.0 10 7 25 39.0 -48.4 16 7 57.7 37.8 -45.7 18 7 54.4 37.3 -45.0 EXPOSURE C Door Width 8 Door Height Mean Roof Height Design Pressure Positive 9 10 16 18 8 8 8 8 8 a 15 35.2 34.9 34.8 33.4 33.1 44.0 -43.4 -42.8 -40.4 39.7 9 10 18 18 8 9 10 16 18 8 9 _ 10 16 18 8 9 10 16 18 8 9 10 18 18 a 9 10 16 18 8 9 10 16 18 8 9 10 16 18 8 9 10 16 18 8 9 10 8 8 8 8 8 16 35.7 -44.8 35.4 -43.9 35.1 -43.4 33.9 40.9 33.6 -40.3 8 8 8 8 a 17 36.2 -45.1 35.8 44.5 35.6 -43.9 34.3 •41.4 34.0 40.8 a s a s 8 18 36.8 45.7 36.3 45.0 36.0 -44.5 34.7 -41.9 34.4 41.3 8 8 8 , 8 8 19 37.0 48.2 38.7 45.6 36.4 45.0 35.1 42.4 34.8 419 8 8 8 8 8 20 37.4 48.7 37.1 -46.1 38.8 -45.5 35.5 42.9 35.2 42.2 8 8 8 8 8 21 37.8 47.2 37.5 48.5 37.2 45.9 35.9 43.3 35.5 42.7 8 8 a 8 8 22 38.2 47.7 37.8 47.0 37.5 -48.4 38.2 -43.7 35.9 -43.1 8 B 8 8 a 23 38.5 -48.1 38.2 47.4 37.9 46.8 36.6 -44.2 36.2 -43.5 8 8 8 8 8 24 38.9 48.5 38.5 47.9 38.2 -47.3 38.9 44.8 38.6 -43.9 16 18 8 8 8 8 8 25 39.2 -49.0 38.9 48.3 38.6 47.7 37.2 44.9 36.9 44.3 EXPOStIRE:F Mean Design Pressure Door Width Door Height Roof Height Positive 8 ; 7 43.2 ,Negative -54.2 9 7 42.8 .63.5 10 7 15 42.8 :52.8 16 7 41,0 499 ' 18 7 40.6 49:1 8 7 43.7 54.8 9 7 43.3 -54.1 " 10 7 18 42.9 •63.4 . 18 7 41.4 •50.4 18 7 41,1 -49.8 8 7 44.1 :65.4' 9 7 43.7 64.8 10 7 17 43.4 -54.0 16 7 _ 41.9 -50.9 18 7 41.5 _ •60.2 8 7 44.6 -55.9 9 7 44.2 , 55.2' 10 7 16 438 -54.5 18 7 42.3 _ -61.4 18 7 - 41.9 -50.7 8 7 45.0 :38.5 9 7 44.8 -55,7 10 7 19 44 2 65.0 16 - 7 42,7 41.9 ..18 7 42:3 -51.1 if 8 7 45.4 •57.0 9 7 45.0 -66.2 10 7 20 44.8 - -55.5 18 7 ;. 43.1 62,4 18 7 42.7 51:8 8 7 45,8. -57.5 8 7 45.4 •58.7 10 7 21 45.0. 36.0 „.:11_2_, 43.4 -52.8 18 7 43.0 420 " 8 7 . 44.1 57.9 . 9 7 45.7 -57.1 10 7 22 45.4 -58.4 , 18" 7 43.8 33,3 ' 18 7 43.4 -52.5 8 T 7 _ 46.5 -58.4 9 7 46.1 47.8 10 _ 7 23 45.7 -58.9 - 16 7 44.11 43 7 18 7 43.7 •52.9 .8 7 48.8 -58.8 9 7 48.4 :58;0 10 7 24 18.1 .57.3 18 7 44.5 •54.1 ' 18 7 44,153.3 v 8 7 47.2 59.2 9 7 48.8 , 58:4 10 7 25 48.4 57.7 16 7 44.8 54.4 18 7 .. _ 44.4 33.6 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 multiplied 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. 4) The design pressures assume the entire door's width is in the end zone (zone 5) of the building. 5) Most garage door openings will not be located completely in zone 5. Therefore Individual calculations will result In lower pressures. 6) For mean roof heights less than 15', use 15' pressures. 7) This Table is only to be used in conjunction with Amarr Garage Doors. 165 Carriage Court • Winston-Salem, North Carolina 27105 Phone (336) 744-5100 • Fax (336) 744-5815 www.amar, "com ENTREAATIC EXPOSURE D Door Width 8 Ooor Height 8 ITN T311111 113217111111 MIDA114.111 180 t6 NMI 1112111111113111 1101111111311 0 111e 111:111011101. 11.011v .101101111311 i3iAi10111 11161111(111 X10 111:1116.21.1 IMX0 0 �0 Bill 9 MEM MDMINDIN 1NECINMEIN 1111111 ami mum Mal 11113. 9 10 i& 18 (bean Design Pressure': Roof Heil:PosHive • , 4%7 • • 42.4 l5 •42.0 ••�2 40 43.2 Negative -53.4 -02‘ -51:9 49.0 -':• • • 42;8 36 ; 411,5 41:0 '46• • • 4e7 • 43:3 617' 43.0 ••••;4.1.4 • 41.1 • • • . ".411.1 s.7 ., 18 46.4 41.9 41,5 44,5 p 44.1 •s•••442.3 ••••41.9 • • •44.9 •5i MIAMI•D�l1DE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE. (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/eco nom v 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 conernotion mattrillls. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Protiegt•Centrol Section. to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdietton. f AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountX Pindu; t Control Section (In • Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve theright to have 4his product ar • material tested for quality assurance purposes. If this product or material fails to perfonn:in tjit.accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mbtlify` or suspend the use df • • •; 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 Garti$eMor uA • .. .. . . .. . .•• . to 9'-0" Wide (DP +51.1, -60.3 PSF) APPROVAL DOCUMENT: Drawing No..IRC-9509-180-21, titled "Model 950 Heritme.& Mocre1:665.0ak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheeteltlitdtfgh 3 of 3,'dated 03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, sivnedand sell4d by • Tomas L. Shelmerdine, P.E., bearing the Miami -Dade County Product Control envision stamp withhe Notice of Acceptance number and expiration date by the Miami -Dade County ProcliCt centrol Swt+ot". MISSILE IMPACT RATING: Large and Small Missile Impact Resistant . • LABELING: A permanent label with the manufacturer's name or logo, 3800 Greanway tirclet Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impapt rated i applicable,. installation instruction drawing reference number, approval number (NOA), the applibabte test standards, atU • - 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 Oficial. 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 was reviewed by Carlos M. Utrera, P.E. • • • . MIAMIODADE COUNTY APPROVED NOA No 15-0505.11` Expiration Date: September 4, 2018 Approval Date: July 16, 2015 Page 1 Amarr Garage 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 lthrough 3 of �, slated 03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Ggrarpoors; signed and • • sealed by Thomas L. Shelmerdine, P.E. • • • . . • • • • .•.• B. TESTS "Submitted under NOA # 13-0503.06" • 1. Addendum to Test Report No. ATLNC 0129.01-13R, prepared by Amtie Oban TesMab,.Inc., • • dated 06/11/2013, signed and sealed by David W. Johnson, P.E. • 2. Test report on Evaluation of Painted or Coated Specimens Subjectedtpcorrosive •• • Environments per ASTM D1654 & ASTM B117, prepared by Architc‘tmal Testing,•Inc., Test . • Report No. C5463.01-106-18, dated 04/03/2013, signed and sealed Gy Car;, T. Hartman, P.E. • 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FH•C T•A§ • 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 0122.61418, 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 FBCTA$ 202-94. 2) Large Missile Impact Test per FBC, TAS 201-941 • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203; g}• • • • • along with marked -up drawings and installation diagram of 9'x 7' Nl64101950D Vefitage with.. Durasafe, 24 ga Sectional Steel Garage Door, prepared by American:R!stLab, Inc4.T.est Report No. ATL 0311.01-03R, dated 06/22/2006, signed and sealed byDavid NII.3414son, P.E. "Submitted under NDA # 08-0718.N" .... • • • •.•• • . . • • . • C. CALCULATIONS "Submitted under NOA #13-0503.06" ' ••. 1. Anchor calculations prepared by Structural Solutions, P.A., dated 04/11/2013, signed gnd 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 VI edition (2014) FBC and no financial interest issued by Structural Solutions, PA., dated 04/08/2015, signed and sealed b Tomas L. Shelmerdine, P.E. E-1 � T J 09�09/2oi6 Carlos M. Utrera, P.E. Product Control Examiner NOA No 15-0505.111 Expiration Date: September 4, 2018 Approval Date: July 16, 2015 •• • • • • • IB GA GALV. CO(HERCIAL TUP ROLLER BRACKET ATTACHED WM 1/4• x 3/4• IE% IGD SCREWS PER BRACKET ADJUSTABLE RRLA CARRIER ATTACHED V/ GU 1/4' x 1/2' ALT.L NUT PER BRACKET 3 !nl' O2GA R -TRUSS ATTACHED V/ () 1/4'x3/4' HEX HEM SCREAM AT EACH CENTER STILE 2. 10 BALL STEEL V HW STEN ROLLER TYPICAL TOP FIXTURES, H.T.S. SEE (TABLE LI ON PAGE 9 FOR RECOMMEWDED SECTION CONFIGURATION • 1464 OIRASAFE CENTER KRA ATTACHED V/ (O 1/4' x 3/4• HEX HEAD SCREVS TYPICAL OURASAFE CENTER NINGEO N.T.S. 11111.011 Si1LE LUCATIO(— ADJUSTABLE SLIDE *RACKET ATTACHED VARA 1/4-E0 x S/•' TRACK BOLTS AND KJl 14 DA DURASAFC AJUSTAILE ROLLER CARRIERS ATTACHED TD 3 KW 22GA R -TRUSS V/(2) 1/4' % 3/4' HEX HEAD SCREW 3 5/11' LEGAL R -TRUSS ATTACHED V/ (4) 1/4' x 3/4' HEX HEAD AMYL SEE TAKE 4 DN PAGE roe STILE PLACEMENT FOR STRUT SPACING 9'-11 MAX INSIDE ELEVATION N.T.S. SEE (TABLE U O( PAGE 3 14 GA. DRASATE END HINGE ATTACHED V/ O) 1/4' x 3/4' HEX HEAD SCREVS ROLLER HERS ATTACHED TO END STILE V/ 0) UV It 3/4' HEX HEAD SCREWS PER CARRIER V a ISL STEEL !' LOUD STEN ROLLER SLIDE LOCK ENGAGES INTO VERTICAL TRACK ON NOR SIDES 5/11' HIM ENGAGENENI (SNAP LATCH. OR LOU MR ATRIAL) ATTAR V/(2) 1/4' x 3/4' HEX HEAD SCREVS TYPICAL DURASAFE END HINGE NETS. Ven WAIL AK (AHPUED BY INSTALLER) (3) ED OA CENTER STILES ATTACHED V1TN (2) T00 -1. -LOC AT DE TOP AW SOTTO( MIL AND AS ESIVE TO OftERDx rem 50 OA GALA. STEEL END STILE ATTACHED VITH TOG -L TO DOORS WS AND k) TOG -L -LDC AT THE TOP AND ATKIN RAL (i) TAC dA PPER Rd1ER n VEOTS E01 d 17 Ono• x 1 50. LAO SCREW (U PER JAMS MACKE 5/BI1 X 22 0A (I) I/4-20 x D/IPRACK SPLICE DOLT AND NMT PER J90 BRACKET r (ALV. MEL RACK 3 3 /8' R-TI•lMf> RACK 1100ESS .083' COIL VERTICAL JAW TRACK t•IMAIING DETAIL B�P °k WF Q(0. S Bum) ILLS 2' THICK 34 OA ON EXTERIOR MN *AVMS O( POLYESTER RASH STILE STYFENERS (3) LOCATED IR HINGE HOLUM ON TDP =THIN C(LY HOLES FOR STRUT ATTACHMENT OF STRIA 13 KAUKO) TYPICAL STILE STIFFENER° N.T.S. C AGA. STRUT ATTACHED V AV 1/4' X 3/4' .. ... HE( HEAD SCREVS *limb MID RPM CENRER • • • • • •• ••• •• .• • ••• • • • • • • • •• ••• • V 10 BALL STEEL 5' NIN STEN ROLLER • ••• ♦ • • • TYPICAL ATM 14aCCT • • • • Mt% • • • • • • • •' • • • • •• • • • GA COIRERCIAL DP FIXTURE ATFACHED V/ (4) 1/4' x V4' NFX IGD SCREW ADJUSTABLE SLIDE RACKET AMOCO V c,;I V/(M 1/4' x 1/r DOLT AND NUTS filt- SPLICE) it r III 3 GA FLAG BRACKET ATTACHED TO VOOD JAMB V// 0) 5/14 DIA X 1-5/B• LAG BOLTS AND TO TRACK V/ (4) 1/4,20 x 5/B TRACK SPLICE BOLTS AID NUTS SI (U 3 M 22CA R -TRUSS PER SECTION ( END I AK 14 (iHROG IIGE) N E 3 DA'S X 22 GA (3 5/M R -TRUSS) UNH. STEEL R -TRUSS ATTACHED V/ (4) 1/4' x 3/4' HEX HEAR SCREVS AT EACH END STILE AHO (R) 1/4' x 3/4' HELI READ SCREWS AT EACH CENTER STILE ) 2' FOGA STRUT AT BOLTON PANEL SP�LI(CE� RAC1N5 AT DDS LOOA110 us um, El'CIRIE t4Ire- VIM F9 6%IS 0N1. x 1-5/4. 119 ROLLS 1) 5/111' OA x 1-9/11' LAG BOLT AlTAC EO 10 JAMB AT EA MND BRACKET II 0A RAW. Safi JAW BRACKETS ATTACHED )1/ (1) 1/4' -EO RACK SPLICE T R NUT SEE ` (LBEPAGE 3 OR MRRACT SPciNG TRACK CONFIGURATION FOR Or ILP TO l4' TALL DOORS HNT. STEEL REFADEROMODIK F HOMO LEY DL90T101 C BLT19pN DATE Bl V/ Knell SEAT. i....00.i�•110Tome Y•idleef d A PERIM MN F91 NDiHD AMMO 00-11-01 MB F -QL ffWgillo B IFINID IOFOC X10 9/13/11 •C MAX SIZE SECTION A -A (SIDE VIEWI N.T.S. LARGE MISSLE IMPACT RESISTANT ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • BOTTOM BRACKET. 13 GA. ATTACHED sax READ•SCRCVB HO • ••• • • • • • • • • •• •• ••• • • • 39tOI3T)tT • room* • ••� tteolrei ISD ••• 03.01 ig % STATE OF :0,4, z LARGE MISSLE a /(1• R V 'C Q� VI IMPACT�`��`+aSIS CE rp�OAe„c�• ii • • ••• L • • • • • .0• • • 21`...1/7. • • • 14$ •0 OWN MAT vIIRrO16N.M, HC. MUS VVVAxAOEC01 MODEL 940 RUM= (24 OA) 1000, 2000 MODEL 000 OAS SUIII 24 0A) 1000, 3000 MAOI Lon. !LUSH, OAS SUMMIT PANELS •• • • $70101rr• pJ MI 0/0/03 O�R otr • • • •• • • • l• mire JAE ma 03/103 EC -9509-180-21 • • • • • OUT I Q 3 • • • • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • 11140 • 100 • • • ••• • 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 RECENES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +230.0 LEIS/FT & -271.4 LETS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.0218) MIN. EXTERIOR SKIN ROLLED FORMED, W/ BAKE() ON POLYESTER FINISH 6. DOORS UPTO 7'0" HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8" R -TRUSS PER SECTION 8. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 3 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A RE(aSTRED PROFESSIONAL ENGBEER FOR YARD LOADS INDICATED ON NIS DRAEANO IN ADDIRON TO OTHER LOADINGS. 8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USEO TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE A MINIMUM OF 2 SPECIMENS SHAD. BE CVT FROM EACH COIL AND TENSILE TESTED ACCORDING 70 ASTM E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PND BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACCTIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH Of 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE CORNY UNDER THIS NOTICE OF ACCEPTANCE AVAILABLE TRACK CONFIGURATIONS N.T.S. INTERIOR OF GARAGE --► MAX. WIDTH Db' �-- DESIGN LOADS +230.0 LBS/FT -271.4 LBS/FT I I I I" 1" I' SEE NOTE 2 WOOD JAMB ATTACHMENT TO STRUCTURE 2 X 6 VFRTICAL JAMB ATTACHIWNT TO VOID FRAME STTMl:mow 52/17(6'6Xy3' LAG SCREWS STARTINfG{�6'' FROMENDSTHEN 20' 0.C. Cl I/2' =DEMENT) HII.Tf K41K H[R.T 3/B' XT4'L STVARTIHG 64:01:1 ENDS 7 1 24' D.C. (2 1/E' EMBEDMENT) HILT! SLEEVE -NOM 3/6'X 2-3/4' STARTING G. FROM ENDS THEN 18' OC. CI V4' EASEMENT) ITV/RN4SET REgKAD (TRU-BOLT) 3/E' X P STARTING 6' FROM DUDS -THEM E4' LC (2 L/2' EMBEDMENT) i X 6 VERTICAL JANE ATTACID FNT Tft NIR LBW C-90 BLOTK SIMPSON 1/4' X 3' THEN SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT t' O.C. U 1/2' EMBEDMENT) HILTI 1/4' X 2-3/4' KW1X-CON 11+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT D' OC. CI I/4' EMBEDMENT) 2 X 6 VERTICAL JAMB ATTAEj IWNT ]O MUTED E-90 KOCK (2000 PSI GROUT) HILT! SLEEVE ARCHER 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 22' DC. (t 1/4' EHBEDIKNT) COR, USE FASTENERS FOR HOLLOW C-90 BLOW N LAGS AND ROLM CAN BE COUITERSUIK TO PROVIDE A FLUSH MOUNTING SURFACE. • PREPARATION OF VOOD JAMBS BY OTHERS �• • • • • • • • • • • • • • • •• • • • • •- •• • . • • • • • • • • • • • • i • ••• • •• • • • ••• • • • • ••• • • • • • • • • • t • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 600 • • • ••• ••• •• •• • •i• • •• ••• • • ••• FILODLICT mum ThamnaaeglywrTdmlEeFlorid• ��N y , � , 3OG J"/LlA+Wil$ Bx A 1 INTNIEll4F EONS oAK MAO X/210/ TEC EDI BD•R:SALBI 0641-06 47 110®ARBC=0 10/0/11 AAX 52E 0 x 14' DES= LOADS +61.1 PSF -80.3 PSF LARGE TAISSEE ACT RESISTANCE • • • • •4 .. • • • • • •• .' • • • • •• IN CARNAGE COUNT VINLIER-INAN. KC .)IDT WVARARRAII mom 860 HERITAGE (84 OA) 1000, 8000 MODEL 665 OAX BU16DT (24 OA) 1000, 2000 SHORT. IANO, FIASB, AND OAK SUMMIT POEMS i • • • Si•DtkBt IT • DLI • O • • • • • • • • • • • • • • taION•Y :E ••• • • • • ••• •• • • • •• • • • t • •• • a • • • • •• • • • •�• it •• ••• •i• •• •� • • •• • • • EDE WEEP GK EINES oITaRW6B" IRC -9509-180-21 SSM 1 CF S J� TABLE 1 DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP #2 A BCDEFG #5 #6 #7 #8 #14104 H T 44111.0 L W, riga A2.1N tot 13' 6" 21" 21" 21" T 5 1/2" 16" 37" 58 q. ��`�d� � ft {�� I�;� " ��'� 76 1/2" } �`.I �� ri' his > 1 �,� a.,� 11' ,;'�� 12' 6" 21" 18" 18" 18" 18" 8' 5 1/7 16" 34" 52" 70" �fi. 1416 WV 88 1/2" ,40 nr 5k140 11' 6" 21" 21" 2g1y" 18" 18" 18" Bead 9' 51/2" 13" 31" 49" 67° 85' ,�21" �!4`4.%ia 100''66"1r 1001/2" IL's ��Y��� 41. � ��l�x; �>�3 M.i'k �: Mil. li k��� T 13s,. - � .r.� � 103,014 10' 51/2" 16" 37" 58" 76" 94" 18" 18" 1121/2" VI,(00a004 �1 : k�F'. W tq is .�0-1% b79.ratr 6 (`.'�.O�' ice . 14, ' u 11'. 5 1/2" 16" 34" 52" 70" 88" 106" r,'1.8I 124 1/2° .I7'_.1R"` 18" ZIPS :9T._.''0§V 18" Oso Wk. Vgt Jai ' INiit 12' 51/2" 16" 37" 58" 79• 100" 118" 3" 136112" 27" 38" 46" 56" 68" 78" 88" 100" 13' 5 1/2" 16" 37" 58" 76' 94" 112" 130" 148 1/2" � i : �` '4 Ala�u.. Mi ��100"^ .>� MN 0.4 Mt rilM WNW wog 14' 5 1/2" 16" 37" 158" 79" 100" 121" 142" 160 1/2" TABLE 3 TABLE 2 DOOR HEIGHT SECTION HEIGHTS Btm #2 #3 #4 #5 #6 #7 #8 #14104 ftrIt41M JK 44111.0 L W, riga A2.1N tot 13' 6" 21" 21" 21" 21' 21" 18" 18 21" q. ��`�d� � ft {�� I�;� " ��'� X16: �: Wel } �`.I �� ri' his > 1 �,� a.,� 11' ,;'�� 12' 6" 21" 18" 18" 18" 18" 18" 18" 21" 1ZM tl21t a1* �fi. 1416 WV gEN ,40 nr 5k140 11' 6" 21" 21" 2g1y" 18" 18" 18" Bead .,'t1.�P� 1�• gig :sY=SSIL;� gP..Y . ...1011g F i ,�21" �!4`4.%ia 100''66"1r 21t" 211" 78" 78.000 2X,r0A1" 21" 26.825 adtOa 1i`� !ft-. 414i X251" Seri �2p1" r)x1,X�� fea n vzo 9'6" 21" 18" 18" 18" 18" 21" Fe ,: F `� N.a� �1 : k�F'. s 1 i:.k�wi ?. 0r °��..;^I 3tf 31i,�'' QY:: a1L� ��41.die 6 (`.'�.O�' 8'6" 21" 21" 21" 18" 21" 78" . ttli t tZil..1 O'>d WO r,'1.8I Fz'Ik 7'x,6" 18" 18" 18" 18" 18" kii MO Mt* `.2(It% VA � iY 1 6`6" 21" .18" 18" 21" DOOR HEIGHT TRACK ATTACHMENT SPLICE A B CD w, t4". . .. FO E F GH af_- .:: � I JK 24.000 - L MN 810 S ;i �'�sL Li�.�,pJLm R V'0�T . Til 1 -.S � �^ y}14 VA A 1 ���iX 1 Rf t,I� if'�",'( O !b- lea, g &'iF1'A<G,,;AL• xw F ' . <}l <�; � y xV >,��, 1 I" 0 7' 3" 14" 27" 38" 46" 56" 68" Long 25.000 50.000 75.000 8'i4 Bead 26.625 76" 1 -rte c a I nr 5k140 13141,0 4k, S *114'478At 25.500 51.000 ,r ,,gl , � Bead s. =r 51.000 ear .`.k> 8' 3" 14" 2T' 38" 46" 56" 68'1 78" 78.000 8'18 Bead 26.825 52.000 77.375 8811 SgiQi9 a :�....'_L+ t� a- ' � �y� .ai.ak - rE t "t !,,$- �.s tjj}},,`��r.. " ...5I IIs MI ' n��jJ88jj'��'yy""¢¢� 1,.O �/'t:"C�L' jj��18 �...^+�i s�'.�' �c' �4� 27.125 � �..1�.,- � �?i _- ::s f�, a_ , i. __-.:- 9' 3" 14" 2T' 38" 46" 56" 68" 78" 88" 27.825 54.000 80.375 100" z (1� ` Ti 5 w 3' Sr f -� !L }4 u_ of 1i- _ ,. s 1 1 i •. � iY 1 w �x $ �c _ 10' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" .'„..c 112" . tr Ili. .�_�'{-eta 1 ��+. � IZr ��Ift � - �� TS Ti' *�Sd'�.'i��,:: rig �56'tl. �..,, � i : �` '4 Ala�u.. Mi ��100"^ .>� .�a� mal , .. i. � h xr �...�..:~ti.. i' 87,' '3 fir m+ 11' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 124" .f5.3z ta 2 m it 1 t Ij' I 1 it -P.:0 Vt, 11.194 i '' _ '• 4 I�IP�y:a' 12' 3" 217" 38" 426" 56" 788 8888" .�11 1 tvi •� 5.1 : i •. • • .13n6" ' 30.0.a ICs;.,�.tr;C��:,,t�r41MAP4V4k±Ar�.AO�yVa x�,,1{{,4" Q688" �8�6F ''• 04 4l.'1S`i.,1,Ia. , rF�k���,cg, 13' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 148" `1- IL - ;1.. IIi3 G � i'.'.i,s Flo ; ?t`l�..- P '�}�i p Y� ��,-f�j 1� i!: gi li ; DI �`L :�Y. lY' Qpy r. . «�4 Ik s' ..V j{�'�ptyl�% �`fiii�':.. (�i�t >iq�Yak" }i OV4, ii xl;�ga. 1 - }, ;t�t 1 s'r•' 4. 1 IL"•�_�• - t .il:. 14' 3" 14" 27" 38" 46" 56" 68" 78" 88" _f00":114" s2r' 134" 144; tar ALL TRACK ATTACHMENT SPAONG +/- 2' AIA.OWEO WITH fig RR SF: 4(O. 2 911,6ETTA .OILY •• • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 4 Section Width (R) Panel Type Center Stile Location (Measured tom Left Edge) 1st (In) 2st 3rd On) r w, t4". . .. FO 'M`4+ 1 ;1•'%. . S.',24� 1 .:: p(i1nl)). C',3A4.117111 �f af_- .:: � 810 ' Long 24.000 - 48.000X0 72.000 810 Bead 24.825 48.000 71.376 w.o .2 Ii Mxt..' sx44 31.0", Mgpo ni:. T4.14Kg 8'12 Long 24.900 49.000 73.500 812 Bead 25.125 49.000 72.876 v-�.481..�� iWki:01-S.ii Pttt4A404 -:gagQ9a' ti ea - 8'14 Long 25.000 50.000 75.000 8'i4 Bead 26.625 60.000 74.375 -i-NAVViiikANtv,V. Fgiga!r$ 451301. 13141,0 4k, 818 Long 25.500 51.000 78.500 818 Bead 26.125 51.000 75.875 8'',8 Long 26.000 52.000 78.000 8'18 Bead 26.825 52.000 77.375 W .6rA.8 '1 .6t1,0 3: 27 034 ? AgaimPA wiate 8110 Long 26.500 53.000 79.500 8110 Bead 27.125 63.000 78.876 _rn goot 940 Long 27.000 54.000 81.000 9'j0 Bead 27.825 54.000 80.375 vacuum Afivess0 1•f••Iv1y.• wi•Ib nod& ATITM•1•946d14°46140 /I •y PROM QI19916 r� •Sf91121I Cr 311226 DALE A 1QRNDI1D XCR i02IOA. e e t f 63 AOD 06.11-01 5661 s MODD100330 10/13%11 R. •• ••• • • • • • �r1R;v1/vD• . . • • tl A •' 1�.4 add. • Cdr • ••• • ••• • • • •• • • • •• •• . • • •• • • da • Comet M9AXx 14' S2E DESIGN LOADS +81.1 PSF -80.3 PSF LARGE AUSSIE IMPACT RESISTANCE • • a 6• • • •• •• • tEs &Mot count IAMSTON4iEM• NA. 1711:6 WVAMMQtflI MODEL 960 HERITAGE (24 OA) 000, 2000 110131, 000 OAE MOW 24 OA) 1000, 2000 980Rt, IANO, PWBH. Aro OAE 801018 PANES 9II• M011 a • OU 4DF 410/03 :3• 4a WOO/ • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• •• • •• •• ••• • CRIM IRC -9509-180-21 9Q13W3