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WS-15-908Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-232764 Permit Number: WS -4-15-908 Inspection Date: May 05, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: MARTINEZ, SANTIAGO Job Address: 285 NE 95 Street Miami Shores, FL 33138 - Project: <NONE> Work Classification: Garage Door Phone Number (773)793-0782 Parcel Number 1132060133960 Contractor: MARKO DOOR PRODUCTS Phone: (954)587-1011 Buildina Department Comments REPLACE 1 16'X7' GARAGE DOOR Intractio Passed Comments INSPECTOR COMMENTS True Inspector Comments Passed Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 May 05, 2015 Page 1 of 1 Project Address Parcel Number Applicant 285 NE 95 Street 1132060133960 SANTIAGO MARTINEZ Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell SANTIAGO MARTINEZ 450 W 95 Place (773)793-0782 CHICAGO IL 60657- 450 W 95 Street CHICAGO IL 60657 - Contractors) Phone Cell Phone MARKO DOOR PRODUCTS (954)587-1011 e of Work: REPLACE 1 16'X7' GARAGE DOOR of Openings: 1 litional Info: ssification: Residential inning: 3 Fees Due Miami Shores Village CCF 10050 N.E. 2nd Avenue NE DBPR Fee Miami Shores, FL 33138-0000 m� Phone: (305)795-2204 Project Address Parcel Number Applicant 285 NE 95 Street 1132060133960 SANTIAGO MARTINEZ Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell SANTIAGO MARTINEZ 450 W 95 Place (773)793-0782 CHICAGO IL 60657- 450 W 95 Street CHICAGO IL 60657 - Contractors) Phone Cell Phone MARKO DOOR PRODUCTS (954)587-1011 e of Work: REPLACE 1 16'X7' GARAGE DOOR of Openings: 1 litional Info: ssification: Residential inning: 3 Fees Due Amount CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $126.20 Valuation: $ 1,435.00 Total Sq Feet: 00 Pav Date Pav Tvoe Amt Paid Amt Due I Invoice # WS -4-15-55236 04/23/2015 Credit Card 04/17/2015 Credit Card $ 76.20 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment 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 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. Futhermore, I authorize the above-named contractor to do the work stated. April 23, 2015 Owner / Applicant / Contractor / Agent Building Department Copy April 23, 2015 1 1 4 (V\�� V_V ��4 Miami Shores Village Building Department 10050 N-E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BU "L'4' G JOB ADDRESS: a k S N 9 f 5- .� 7. APR 17 Z015 ddFBC 20 1r� Permit NoPJ,5 Z,�: Master Permit No. ROOFING City: Miami Shores County Miami Dade Zip: 3 03/3 6 Folio/Parml#: l/ - 3 a D& D /3 - -3'94 D Is the Building Historically Designated: Yes NO _ b/ Flood Zone: OWNER: Name (Fee Simple Titleholder):. Q yo %�4/`%//d1 Phone#: 77,3- 7 ^ 0 Y-2 Address: 2 k -5- A)S f . Ci a"n/, O/'eS sL City: / � �ti State: G Tap: 3.3 0 � Tenaut/i,essee Name: Email: S/na1-�11'4 ez (s QO/alea �s �h�9 n CONTRACTOR: Company Name: % /Z- 0 1 �� �j�®�� /�` p ' - ;) $ 7 - ) © `/ Address: 6�? 2 �'T ..i2/� . q 4 City: Qualifier Name: L a;tioior Registration I" fi c t e of C o m p etenc Contact Phone#: /R/P7 DESIGNER: Architect/Engineer. Phoma Value of Work for this Permit: $_!1 `7 �� • SgaarellAnear Footage of Work: Type of Work: OAddition Alteration ONew Aepaidlteplace❑Demolition Description of Work:���G Color thru tile: `Fees Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ Bonding 66pany's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will he 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be poste0a the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such y6stld notice, t e inspection will not be approved and a reinspection fee will be charged. o� ZI Signature Owner or Agent Contractor 6 The foregoing instrument was acknowledged before me this ani The foregoing instrument was acknowledged 0before me this7 day of Val t.�i-, 20 Lr by-5AJl1'7VZ-d /� '/IFIL=� day of .ra l 20 by � ��d/�l 4� %�t' 1rJ`1/ who i personally known to r or who has produced wh 's personally kn a or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: 5 Print: .S 1/ V lQ, /J&l My Commission Expires: APPROVED BY Sylvia Halter Commission # EE098053 >•' Expires: JUNE 08, 2015 THRU ATLANTIC BOVDINO CO., INC. /' Plans Examincr Structural Review (Revised 3/12/2012)(Revised 07/10107)(Revised 06/10t2009)(Revised 3/15109) NOTARY PUBLIC: Sign: Print: PIXIE COOK tary Public - State of Flo a M Commission (pires Apr 15, 2016 3 oQ Commission # EE 169434 9 Bonded Through National Notary Assn. Zoning Clerk 0 CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 05BS00698 USTIN PERRY INC. I �' • .__ D.S.A.: MARKO DOOR PRODUCTS' provisions of Chapter 90 of Miami -Dade County A.CT N—G UNTIL'0913DL2b1'6 6u; ago8 eP$PNreIW ern ��%� c�SOS =;: a000 snONI T 3JV'6`dJ a tsma H1ONIA I-ivinD J 0 CERTIFICATE OF LIABILITY INSURANCE Date 4/6/2015 Producer: Plymouth Insurance Agency This Certificate Is Issued as a matter of information only and confers no 2739 U.S. Highway 19 N. rights upon the Certificate Holder. This Certificate does not amend, extend Holiday, FL 34691 or alter the coverage afforded by the policies below. Insurers Affording Coverage MAIC # (727) 938-5562 insured: South East Personnel Leasing, Inc. & Subsidiaries 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurerk Lion Insurance Company 11075 Insurer B: Insurer C: Insurer D: Insurer E: Coverages Thepolicies 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. Aggregate lirnits shown may have been reduced by paid claims. INSR LTR ADDL INSRD Type of Insurance yP Policy y Number Policy Effective Date Policy Expiration Date Limits (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each Occurrence Co Commercial General Liability Claims Made ❑ Occur Damage to rental preses (EA m occurrence) Med Exp Personal Adv Injury General aggregate limit applies per. General Aggregate Policy ❑Project ❑ LOC Products - Comp/Op Agg AUTOMOBILE LIABILITY Combined Single Limit Any Auto (EA Accident) $ Bodily Injury All Owned Autos Scheduled Autos (Per Person) Bodily Injury Hired Autos Non -Owned Autos (Per Accident) Property Damage (Per Accident) EXCESS/UMBRELLA LIABILITY Each Occurrence Occur ❑ Claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2015 01/01/2016 X I WC Stat.- OTH- Employers' Liability tory Limits ER E.L. Each Accident $1,000,000 Any proprietor/partner/executive officer/member excluded? NO E.L. Disease - Ea Employee $1,000,000 If Yes, describe under special provisions below. E.L. Disease - Policy Limits $1,000,000 Other Lion Insurance Company Is A.M. Best Company rated A- (Excellent). AMB # 12616 Descriptions of Operations/Locations/Vehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 92-68-374 Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client Company": Austin Perry, Inc. dba Marko Door Products Coverage only applies to injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s), while working in: FL. Coverage does not apply to statutory employee(s) or independent contractors) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937-2138 or by calling (727) 938-5562. Project Name: ISSUE 04-06-15 (AF) Benin Date 4/13/2014 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE Should any of the above described policies be cancelled before the expiration date thereof, the Issuing insurerwill endeavor to mail 30 days written notice to the certificate holder named to the left but failure to do so shall Impose no obligation or liability of any Idnd upon the insurer, its agents or representatives. 10050 N.E. 2ND AVE. MIAMI SHORES, FL 33138 L'El" hnans Tax Receipt IV, �_�a County, State of Florida n.3 %,07 A BILL -DO NOTPAY 554523 _- BuFtl.': I . -.z F=Ewr NO. EXPIRES MARr�- RENEWAL SEPTEMBER 30, 2015 5785739 Must be displayed at place of business CCU Pursuant to County Code Chapter &A - Art. 2 & 10 SEC. TYPE OF BUSINESS PAYMENT RECEIVED 196 SPECIALTY BULDING SYTAX COUECTOR CONTRACTOR - 75.00 09130r2014 05BS00898 0242-14-002992 Tax Receipt oniy confirma payment dW Local BulasesTaLTbe Receipt ie 04t*111194"s, Aou otthe holder's quafillcadossto do buninamthidef MM Comply WA say lovermaoRtal laws and requirements which apply In the k1*835. J. above most be displayed an an commercial vgkiclea—Mant-Wo Code Sac So -276, attar rte ' For More Aff%ttesgeotor Municipal Contractor's Tax Receipt Miami—Dade County, State of Florida THIS IS NOT A BILL — DO NOT PAY CC NO: 05BSOD698 M C BUSINESS NAMEMOCATION RECEIPT NO. EXPIRES MARKO DOOR PRODUCTS DOING BUSINESS IN DADE COUNTY 7460546 SEPTEMBER 301 2015 Pursuant to County Code Sec10-24 OWNER TYPE OF BUSINESS AUSTIN PERRY INCSPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED BY TAX COLLECTOR 175.00 01/13/2015 0221-15-002872 This receipt Is not valid In the following Municipalities: Aventors, Doral, Hialeah, Key Biscayne, Miami Gardens, Miami Lakes, Palmetto Bay, Pinecrest, Sunny Isles Beach. Tows of Cutler Bay. M For more information, visit wwwrniamidadilautbmi IN a 10 BROWARD COUNTY LOCA. BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954831-4000 VALID OCTOBER 1, 2014 THROUGH SEPTEMBER 30, 2015 DBA:MARKO DOOR PRODUCTS Business Name: AUSTIN PERRY INC Owner Name: RONALD M PERRY/QUAL Business Location: 5320 STATE RD 84 DAVIE Business Phone: 954-434-2165 Receipt #:189-5303 SES CONTRACTOR Business Type: (FINISHED CARPENTRY) Business Opened:o9/07/2006 State/COUnty/CerNReg: 0 5 - FC -11548-X Exemption Code: Rooms seats Employees Machines Professionals 10 For Vending Business Only Number of Machincxa- Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 F 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and Is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: MARKO DOOR PRODUCTS 5320 STATE RD 84 DAVIE, FL 33314 2014 -2015, Receipt #138-13-00010290 Paid 09/09/2014, 27.00 MARKO-5 OP ID: DF CERTIFICATE OF LIABILITY INSURANCE YM DATE 04/16/21612 /Y016 045 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 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 Brown 8, Brown of Florida, Inc. 1201 W Cypress Creek Rd # 130 CONTACT NAME: PHONE gra-776-2222 FAX No ; 954-776-44446 a/C No Ext AIL ADDRESS: P.O. Box 5727 Ft Lauderdale, FL 33310-5727 INSURER(S) AFFORDING COVERAGE NAIC # SBU/Commercial House Account INSURER A: Travelers Cas Ins Co of Amer 19046 04/15/2016 INSURED Austin Perry Inc. Marko Door Products INSURER B:FCCI Commercial Ins Co+ 33472 O ENTED PREMISES Ea occurrence $ 100,00 5320 State Road 84 Bay 11 INSURER C Davie, FL 33314 INSURER D: INSURER E: $ INSURER F: AUTOMOBILE X X COVERAGES CERTIFICATE Nt1MRFR- Rr-VICInN NI IMRGR• 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. 1�TR TYPE OF INSURANCE ADDLSUB pOLICYNUMBER MOLIDIYEFF POLICYWVD NYYYI LIMBS B GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS MADE � OCCUR GL0015230 04/15/2016 04/16/2016G EACH OCCURRENCE $ 1,000,00 O ENTED PREMISES Ea occurrence $ 100,00 MED EXP (Any one person) $ 5,000 PERSONALS ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICYFI PRO1 L1 - LOC PRODUCTS - COMP/OP AGG $ 2,000,00 $ AUTOMOBILE X X LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS X NON -OWNED AUTOS BA4E327837 04/16/2015 04/16/2016 COMBINED SINGLE LIMIT $ 1,000,00 ccid.A BODILY INJURY (Per person) $ Per acctident BODILY INJURY ( ) $ PROPERTY DAMAGE $ PER ACCIDEN UMBRELLA UAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y/ N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? ❑ (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A WC STATU- I OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT I $ DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required) CERTIFICATE OF COMPENTENCY #05BS00698 AND TRADE(S) GARAGE 6 INDUSTRIAL DOORS. tL MIAMISH Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 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 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD .f .ECEUVra APR 17 2015 BY: DOOR PROD UM "age Door Specialists" www.markodoor.com CONTRACTOR: MARKO DOOR PRODUCTS 5320 ST. RD. 84 DAVIE, FL. 33314 954-587-1011 954-587-4588 tom@markodoor.com PERMIT S� APPRO\/ED ZONING DEI U— SUBJECT '(0CCMFwM:BiMfMALLfEuM STATE Amu CCt*hY AtA® AND 22' 16' x 7' GARAGE DOOR K- 22' 16' x- 22" HOMEOWNER: S. MARTINEZ 285 N.E. 95 ST. MIAMI SHORES, FL 33138 786-250-8980 TY C Fri M III= Ll W 1610 %FFY NOT TO SCALE 34' 35' . .. . . . . ... . .. •.• •• • • . •• ... .000 ... . .. . . . . . . . . . ... . ... . . . ••• • • • • ••• • • • • • • • • • • • • Residential/ Commercial Garage Doors • Electric Openers • $mss f1 Stevie& • •: • o • •: 5320 W. State Road 84 • Davie, FL 33314 Broward (954) 587-1011 • Dade (305) 947-7639 • Fax (954) 587-4598 I Mar 26 2015 9:56AM HP Fax MARKO DOOR 9545874588 page 2 AL'mFAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT WIND LOAD 14=§ FOR COMPONENTS & CLADDING WIND - A6 7-10. LA 0 EDITION GARAGE DOORS ONLY County: Miami Dade Wind Speed: 175 MPH Risk Category: n Exposure Category : D 1. Client 0 DOOR PRODUCTS" 2. Project Name: S. MARTINEZ RESIDENCE �. 3. Project Address-, .285 N.E. 95 ST. dw1TsWE,RR s Z 4. Building Height: 16' MEAN (See Figure 1 above) (Residential Projects Only) MAXIMUM DESIGN LOADS FOR BUILDINGS EQUAL OR LESS THAN 25 FEET. F.AN I FOR BULMING WITH ROOFS OOPS > 10 DEGRU FOR BULIDING WITH ROOF SLOPE C 10 DEGREE ROOK I DOOR 11 WIDTH DOOR WIDTH HT. am 1 8 FT. 9 FT SF(+) PSF) PSF(+)PSF(-)IPSF 12 FT_ i6 F7: + PSF - ASF(+} Piro 18 FT. PsF(+) PSF(.) 8 FT. PsF(+) ?SF - 9 FT. PSF + PM- 1 12 I+i: 1 16 FT. PSF + PSF() PSF + PSF . Ism P +) PSF 5 46.1 60.3 45.5 58.8,43.6- 55.2 41.1 50.0 423 55.0 41.7 53.7 40.0 50.4 38.4 47.1 37.7 45.8 6 46.7 60.9 45.9 59A 44.1 55. 2.2' 52.0 KIT 50.5 42.7 55.5 42.1 54.2 40A 50.9 38.8 47.6 38.1 46.2 47.1 61.5 46.3 59.9 44.5 56 2 41.9 51.0 43.1 56.1 42.5 54.7 40.8 51 A 39.1 48.0 138.4 46.7 18 47.6 62.0 46.8 60.5 44.9 56.8 43.0. 53.0 42.3 51.5 43.6 56.6 42.9 55.2 41.2 519 39.5 48.5 38.8 47.1 19 48.0 62.6 47.2 61.1 45.3 J73 43.4 53.5 42.7 52.0 44.0 57.1 43.3 55.? 41.6 523 39.9 489 39-2 47.6 20 48.4 63.2 47.7 61.6 45.8 57.8 439 54.0 43.1 52.5 44.4 57.7 43.7 56.3 42.0 52.8 40.2 49.4 39.5 48.0 21 48.9 63.8 48.1 62.2 46.2 59.4 443 54.5 43.5 53.0 44.8 58.2 44.1 56.8 42.4 53.3 40.6 49.9 39.9 48.4 22 49.3 b4.4 48.5 627-46.6 58.9 44.7 55.0 43.9 53.4 45.2 58.7 44.5 57.3 42.7 53.8" 41.0 50.3 403 48.9 23 49.8 165.0 49.0 1 63A 47.0 59.4 45.1 55.5 44.3 539 145.6 59.3 44.9 57.8 43.1 543 41.4 50.8 40.6 49.3 24 50.2 65.6 49.4 63.9 47.5 60.0 4.556.0 44.7 T4.41 45.0 159.8 45.3 159.3 43.5 154.8 141.7 51.2 141.0 49.8 25 50.7 166.1149.3 164.5 47,9'160.5145.9 56.5. 45.1 54.9 146.4 160.3 1453 158.9 1 43.9 55.342.1 51.7 1414 50.2 Notes :- - h = Eave height for roof slope:5 10 degree. - Table above shows maximum design load for shown building height in end sone. For any other conditionV ones, design loads to be evaluated on project basis Disclaimer.- - This documeN is not valid without the embossed seal of an engineer employed b)y Al-Farooq Corporation - No portion of this document may be used or reproduced to any manner. • (except, hmverer, for that portion of ASCE 7-10 set forth herein). • •:• .1AY. F94 70597. • .• '••• • Er". 0.3538 s o * . . . . ... . . 1235 SW 87th Avenue I Miami, FL 331741 T: 305.264.81001 F. 305.262.6978 1 wwi a%nZ.J9t&J Wfalv4@afeeng.com . . . . . . . . . . ... . . . ... . . MIAMI•L7iADE MIAMI-DADE COUNTY M11,11 PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE OA www,miamldRda.eov/nern/ DAB Door Company, Inc. 12195 NW 98'h Avenue Hialeah Gardens, FL 33018 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 PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA 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: Hurricane Master® Model 824/811 Steel Sectional Garage Door 16'-2" Wide x 161- 0" High (lleinforced) with Window Lite Option APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with last revision H dated 10/13/2011, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model/series number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami-Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or ff 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 ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising Iiterature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the mwfm4w; or its distribytorsgnd .shall. be.available for inspection at the job site at the request of the Building-Officiat This NOA revises NOA # 11-0414.13 and consists of this page 1 and evident pages t4 and) 2 ;as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. . ... .... . . NQA No; j;-0710.08 MIAM.I E OUNTY ;VLPJrption 1Qgte. JUIS2=, %015 'Appr80iil DAte: Mardh 1,02012 Page 1 ... . . . . ... . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with last revision H dated 10/13/2011, sheets 1 through 6 of 6, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 11-0414.13" 1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC, TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane Engineering & Testing Inc., Report No. HETI-07-4267, dated 06/29/2007, signed and sealed by Candido F. Font, F.E. 2. Test Report on Large Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind Pressure Test per FBC, TAS 203-94, of "DAB 824 Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing Inc., Report No.. HETI-11-3206, dated 02/10/2011, signed and sealed by Candido F. Font, P.E. 3. Test Report on Tensile Test per ASTM E8-08 of "Sectional Residential Door (skin)", prepared by Hurricane Engineering & Testing Inc, Report No. HETI-114101, dated 01/29/2011, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 05-021 Z 02 11 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional Residential Door with Windows" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1328, dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, PE. 5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1329, dated 07/15/2003 signed and sealed by Rafael E. Droz-Seda, P.E. 6. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)" prepared by Hurricane Engineering & Testing Inc, Test Report No. HETI 03-T078, dated 10/31/2003, signed and sealed by Rafael E. Droz-Seda, P.E. "Submitted under NOA # 03=02111.04" 7. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. E-1 ... • • •• .. Go jOEZ Carlos M. Utrera, P.E. Pro4ucj jqontrgl Exagiiner NQA No: *0, 1V.08 •; ;FxAirition 1patA AIS 2j,1015 'ApprbtA1 Dllte: Mar& 1, 2012 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . .1 , DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 04/05/2011, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0128.01" 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/18/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08-0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/2008 and expiring on 07/17/2013. 2. Notice of Acceptance No. 07-1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/2007 and expiring on 11/29/2012. 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. F. STATEMENTS 1. Statement letter of code conformance to FBC 2010 and no financial interest issued by Al-Farooq Corporation, dated 10/25/2011, signed and sealed by Javad Ahmad, P.E. E -2 C rlos . Utrera, P.E. . ... ProftSrontrol Examiner 110A NV,12 plSO.08 :.EkpU% ion:Qafb:9ujy Zl„ Z015 App'Wal Date: Match 1, 2012 ... . . . . ... . . . . . . . . . . . . . •• •• . .• . .. .. ... . . ... . . H 7-1/2" X 3" X 071' GALV. STEEL END ROLLER • W/ (8) 014 X 5/8" SMS • 7-1/Y GALV. SIEEI HINGE W/ (4) 014 X 5/8' SMS r 2%CDOOR PUSH NUT TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" FASTENED TOSTEEL PLATE ITH ONE END D STILES 16-18 MS W/ NUT (81 ®14 X 3/4" SELF DRILLING SCREWS $EE SHEET 4 FOR TDP BRACKET OPTIONS CENTER STILES SEE SCH. 'A' _ m _ 1' W X .19 THK. LATCH r- — SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) ` FASTENED W/ (4) 014 X 1/2' S.M3. B S/8' MIN. RLOCKEGARDING ENGAGEMENT CONFORMS TO F§C 1012 REGARDING GEMENT CONFORMS 168 !A O��pApL�(. WAR pIR�CRSAFT T1PE m W MIN. S TO W1 SAFETY FLEACTOEVER ®` ••+'-� e ® 0 7'%3•x0.1' WITH (®STEEL PLA TESELF D NG CONSISTS OF EACH DOOR STEEL PLATE OPTIONAL VENTS WITH (4) 014 X 3/4' SDS5' WIDE AT 7' O.C. MAX. R? R?NG. AREA NOT TO EXCEED 120 S0. IN. 3 CENTER STILE OUTSIDE END STILE HANDLE LOCK BAR GUIDES 4 INSTALLED ON END STILE WITH (4) 014 X 5/8" SMS o g .18T X .SW LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR CENTER STLLES • • OPTIONAL • • • OUTSIDE KEYED LOCK ®®® LOO( BAR LOCKING SHOWN •e ALT. TO LOOKS SHOWN ABOVE • • • • • 8'-0' TO 8'-10" DOOR WIDTHS •••• • 10'-0' TO 11'-10' • • • • DOOR WIDTHS OPTIONAL DOOR VIEWER ` �u o TO BE INSTALLED AT .f YR ANY CENTER STILE a Z M1 F_A .0 o 3 01 ��' a I $ {poil I atat��6 I � !E a�3� INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT DAB DOORS INC. Hurricane Master® Model 824/811 Max. Size 18'-2' X 18'-0' High With Window Lite Option DESIGN PRESSURE RATING ® + 48.0 F - 52.0 PSF GENERAL NOTES Ni �1 SCHEDULE 'A' L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE BRACKET BRACKET 1111 CENTER STILES CDNRGURARON C3 STD. UFT DOOR LOW HEADROOM — — — TOTAL 8 OF HIGH VELOCITY HURRICANE ZONE DOOR OPTION — 'U' BARS AT 7-7/8' x 3-1/8" x .oto' - EACH DOOR STEEL PLATE OPTIONAL VENTS WITH (4) 014 X 3/4' SDS5' WIDE AT 7' O.C. MAX. R? R?NG. AREA NOT TO EXCEED 120 S0. IN. 3 CENTER STILE OUTSIDE END STILE HANDLE LOCK BAR GUIDES 4 INSTALLED ON END STILE WITH (4) 014 X 5/8" SMS o g .18T X .SW LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR CENTER STLLES • • OPTIONAL • • • OUTSIDE KEYED LOCK ®®® LOO( BAR LOCKING SHOWN •e ALT. TO LOOKS SHOWN ABOVE • • • • • 8'-0' TO 8'-10" DOOR WIDTHS •••• • 10'-0' TO 11'-10' • • • • DOOR WIDTHS OPTIONAL DOOR VIEWER ` �u o TO BE INSTALLED AT .f YR ANY CENTER STILE a Z M1 F_A .0 o 3 01 ��' a I $ {poil I atat��6 I � !E a�3� INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT DAB DOORS INC. Hurricane Master® Model 824/811 Max. Size 18'-2' X 18'-0' High With Window Lite Option DESIGN PRESSURE RATING ® + 48.0 F - 52.0 PSF . ii.. 4-, 011 !S drawing no. •. 98-05 • • REFER TO SHEET 2 12'-0' TO 13'-10' 15'-11' TO 18'-2' • • FOR U -BAR PLACEMENT DOOR WIDTHS DOOR WIDTHS sheet 'I of 8 GENERAL NOTES a �1 SCHEDULE 'A' L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1111 CENTER STILES CDNRGURARON REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDMO14 INCLUDING 10 DOQR WOM 0 OF CENTER STILES HIGH VELOCITY HURRICANE ZONE 8'-0 TO 9'-1 2 F- ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. TO 2 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL m u m t2' -o To 13'-10' 3 DRESSING OR STUCCO. o ; a ; 1f a 14'-0' TO 18'-10' 4 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 15'-11" TO Ur -2" 8 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN e THESE DETAILS ARE NOT PART OF THIS APPROVAL 5 A LOAD DURATION INCREM.5 USED IN DESIGN OF AM2iORS INTO WOOD ONLY.FLA. t� ®®®®®®® �r YSWyL TO 18'-10' PE CAN. ?Q? w[8• Pta•11O DOOR WIDTHS .,y�� O(IOOS ,� § . ii.. 4-, 011 !S drawing no. •. 98-05 • • REFER TO SHEET 2 12'-0' TO 13'-10' 15'-11' TO 18'-2' • • FOR U -BAR PLACEMENT DOOR WIDTHS DOOR WIDTHS sheet 'I of 8 e 18 GA. X2 -T 4'X3(4'X 2' DALY. STEEL .BAR RFNFORCING TRUSS 0 BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO g14 X W/ FOUR /#14 X 3/ SELF DRILLING S. 1/2' X 1-3/4" X OPE 0 TOP k OF EACH 18 GA. X 2-1/4" X 3/4" X 2' GAIN. STET. U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO $ 14 X 8/8° S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4° SELF DRILLING SCR, 088 ALUM PLATE ADBR THERI•c• RU WEASTIPPNG Ly 1 ST SECTION (BOTTOM) INTERMEDIATE SECTIONS REINFORCING REINFORCING STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 8/18" X 1-5/8' LAG SCREW (FULLY THREADED)) HEX WASHER MEAD TYPE A SOUTHERN PINE 0.55 S.G. I. • • • /T MIN. • • ED • 1-3/f8' • i • 1.S' X 2.19' X 3E" X ,090' • • • STEEL TRACK BRACKETS • 4LE SHEET ! *OR SPACING • • • • ••• • ••• ••• • •••• ••• • • • • • l Z 1Z %t 4X 3- /T 78" 17�p•;-1J2" (OPTONALJ • • • 2d 7R 5 8- TRUSS i • 000 W/, ' �k LOCK• BY R S�AMFOSULDWG DOO14X58 SMS PER H GE 1/2' X 1-3/4' X .058' FORMED STEEL GLUED TO PANEL AND SECURED TO END STILE WITH (4) 3/18° POP RIVETS 1-7 X2-% X .049° STEEL STILE, OLUID AND RNEfED �TO PANEL W/ (4) 3/18' RIVETS POP r4/1HINGE/8" SM.S USE REINFORCING 'U' BAR AT TOP SECTION ONLY AT FOUR SECTION DOORS GALV. TRUSS FG TOP SECTION 24 GA, STEEL PANEL FLAPS BENT OVER PANEL 1 1/2° PUNCHED HOLES 1 0 4' O.C. ,1 0. I ORCING TRUSS TICAL INTERMEDIATE STILES MS. AND TO END STILE SETS DRILLING SCR. ,024" STL PANEL OUTSIDE OF DOD SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/18' DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL 3/18" POP RNETS J AT 4' O.C. I i ((6) FOR 21' STILES (5) FOR 18' STILES END STILE 3/4' X 2' X 2-1/2' X .049' STEEL END 5TILE, CONNECT 70 PANELS WITH FLAPS AND ST (8) 3/18" ALUM RIVETS SEE DETAIL 7-I z° X •050" I INTERIOR SIDE OALV. STEEL J 7-1/2' X .071• CENTER HINGE END ROLLER HINGE 7 8" PUSHNUT 1.82' DIA. % .50° STEEL ROL INSTALLED ON ROLLER SHAFT 1.82" DA X .50' PLASTIC ROLLERS 2.75° DTA X .50" STEEL ROLLERS SECTION B—B WITH 4- 1 3� -BOLT BY 'POWERS' 2 MIN. CONIC. 2' IDN. E DIST. ONE P BRACKET SEE 3 FOR BRACKET SPACING .%, . JAVAD MAy . ONIL 1/4-20 SS BOLT &NUT F1A PE 1/ 70'392'. CA 398 'I � 3 3 PRODUCiRSVIBBDsomftakiv I Aeolpme No 0 ti n dlnlving no. 98-05 1. 2" RIVETS 5/18" X 1-5/8" LAG SCREWS INTO WOOD OR 2-3/4" X 5-1/2" X 3" X .104° 5/18" SLEEVE ANCHORS /GALV. STEEL TOP ROLLER BRACKET WITH 1-1/4" EMBED INTO MASONRYI FASTENED W/ (8) # 14 X 5/8° S.MS.- - 3 PER BRACKET 080 THK. GALV. STEEL ADJUSTABLE _ FASTENED TO BRACKET _ 2-1/2" % 4-1/4" X 73 GA. STEEL PLATES _SLIDE W/ 8/18-18 X 3/4' HEX HEAD M. REYTS &NUTS. WELDED TO 1-1 2 X 1-1 2 X 14 GA ANGLE / ° FASTENED TO TRACK STILETI5SEL VED (2) 3/18° POP RIVETS 2" X 6-12ZJX .104° FASTENED W/ (4) @ 14 X CS 8° S.NESL. WITH (4) 1/4-20 SS. BOLT & NUTS TOP BRACKET (STANDARD) TOP BRACKET " SECTION HEIGHTS (OPTIONAL) LOW HEADROOM DOOR Mm. m24" ROLL FORMED STEEL PANEL HORIZONTAL REINFORCEMENT �Y 1/2" X 1-3/4" X .05B° FORMED STEEEL. HEIGHT TO AND 1D OWERTICALL B9 STILETI5SEL VED (2) 3/18° POP RIVETS 2" X 6-12ZJX .104° FASTENED W/ (4) @ 14 X CS 8° S.NESL. LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT I 1/2' X 1-3/4' X .058" FORMED STEEL i GLUED TO PANEL AND FASTENED TO B7 B8 VERTICAL. STILES WITH 18" 18' 18" 18" N/A (2) 3/18' POP RIVETS • i i -5/18" MEETING RIB 34' 1.82' DYL X .50' STEEL ROU£RS • 'W/ .44 DIA X 5" STEM 8'-8° OPTIONAL INSULATION& • EPS -EXPANDED POLYSTYRENE DENSITY - 1.05 PCF NAA #07-1107.05 OR -60-25 POLY-ISOCYANURATE DENSITY = 2.0 PCF N.OA #07-0301.10 OR DENSITY - 0.92 PCF N.OA #07-1010.07 14 GA GALV. STEEL. - ROLLER HINGES FASTENED W/ (8) ® 14 X 5/8' SMS 0••• HORR. TRACK SUI CENTER SUPPORT REOD. ON I EXREEDINO 8 FT. IN I 11 11 A—J -- HDR¢. TRACK LENGTH = OPENING HEIGHT PLUS 77 r14 QA GALV. STEEL TRACK 2 X 2 X 1/8' HORIZ. ANGLE SPOT WELDED TO HORIZ.-i/2' TRACK BRACKET " SECTION HEIGHTS WITH TWO WELDS AT 1-1/2' APART Mm. m24" ROLL FORMED STEEL PANEL FIRST AT 3" O.C. �Y REST AT 9' O.C. HEIGHT DRAWING QUALITY 0-40 B9 W/ 3/8-18 X 3/4° BOLT &NUT AND TO SPRING SHAFT OL40E WITH O MIN. YIELD STRENGTH - 39 KSI I 86 B7 B8 WITH PRIMER AND BAKED -ON 18" 18' 18" 18" N/A d• • i i PPT14DsOFT4APUE&BBOSI 34' 2-1/5'ERTICAL T� SECTION A -A • OF STEEL 8'-8° a• • • • 23' 34' 45" 58" 87' — 7'-0` 21° 21° N/A 11 11-3/4" 23° 34" 45" 58" 87" — 7'-8" 18" 18" 18" 18° 18' lb 11-3/4" 23' 34' 45" 58' 87' • • • • • 1t IK dh*. STEEL . • f • • IB07TOO BRACKET FASTENED • • • • •T� t 04 X 5/8" SMS 58" • O • 1 • • WITH 1 .C. : AV iZ 1� �THERSTWPPWG 1 • I SEE SECTI,;�]J�j�� A SHEET 2 FOR LOCATION • • • • I • I" REINFORCIM& NNSSES • • 0••• HORR. TRACK SUI CENTER SUPPORT REOD. ON I EXREEDINO 8 FT. IN I 11 11 A—J -- HDR¢. TRACK LENGTH = OPENING HEIGHT PLUS 77 r14 QA GALV. STEEL TRACK 2 X 2 X 1/8' HORIZ. ANGLE SPOT WELDED TO HORIZ.-i/2' TRACK BRACKET " SECTION HEIGHTS WITH TWO WELDS AT 1-1/2' APART 11� C FIRST AT 3" O.C. �Y REST AT 9' O.C. HEIGHT CONNECTED TO FLAG BRACKET ANCLE B9 W/ 3/8-18 X 3/4° BOLT &NUT AND TO SPRING SHAFT OL40E WITH O (2) 1/4-20 X 5/8" BOLT & NUT I 86 B7 B8 8'-0' 18" 18' 18" 18" N/A �F 0 1 23" 34' 2-1/5'ERTICAL T� SECTION A -A a $ C a I � a p1QI.. e TWO §2 Zui PLACEMENTS DOOR " SECTION HEIGHTS 3538 HEIGHT 1ST 2ND 3RD 4TH 5TH B9 82 83 B4 B5 86 B7 B8 8'-0' 18" 18' 18" 18" N/A 1° 11-3/4" 23" 34' 45" 58' 87° — 8'-8° 21' 18` 18' 21" N/A 1" 11-3/4" 23' 34' 45" 58" 87' — 7'-0` 21° 21° N/A 11 11-3/4" 23° 34" 45" 58" 87" — 7'-8" 18" 18" 18" 18° 18' 1' 11-3/4" 23' 34' 45" 58' 87' B'—O" 21" 18° 18" 18° 21' 1° '19-3/4' 23° 34' 45' 58" 87' 78-1 /4' —SECTIONS ARE NUMSE3RE0 STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10° O.C. 1.8°X 2.18"X 3.3'X.080' STEEL TRACK BRACKETS 2-3/18° KOH CONNECTED TO TRACK WITH 1/4" BOLTS & NUTS. m m TRACK CONFIGURATION VER��LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK 3538 o $$ gg ++Avommm 2Q1} empkad-7 drawing no. 07 C4ma1+1 98-05 MIN. WOOD BU I I AND O.C.I X 1 LAG S1 AT 11 WOOD FRAME B I DINGS b ' STUD WALLS OR DOOR OPENING (NOT BY OAS DOORS) SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X8 PRESSURE TREATED GRADE 2 SYP OR BETTER WOOD STUDS. STUD WALLS TO BE COW. FROM FOOTING TO TIE BEAM. ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE 1 - SUPPORTING STRUCTURE. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH COW. STEEL ANGLE TO PRESSURE TREATED 2X8 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC, COLUMN WITH 1/4" ULTRAN ? A WRH SPACING OF • • • *to II INTI EDGE DISjj�N REfE•: � -3�4^ WN. EMBED • 4^ TAPPER 1�1'•'PV WITH SPACINO CF • SOW O.C. INTO �LpOK YliC,6. WITH 1!1 MIN EMBED 8" O.C. INTO 3CRO PSI CONCRETE`' S3t4" MIN. EMBED • 3" MIN. MOE ONITANCE • • • •3y8^ CONFUWASY 'ELCO' INE • • • t 3/8" IDT R* '018' WITH SPACING QF • • • •.'Tyl' O.C. KID 30M jai CONCRETIk 6111" bW2" MIN. EMBED • w 3 MIN. EDGE DISTANCE • •I HLC S 111' WITH �I�A�I�A*0 • O.0 fINSTWO F WI�IRETE 4lIf� 4 MIN: E4TIBED.�EDGE DIST. • • • •T1/2• MIN. EDJE DISTANCE 0,00*0 THE BLOCK WALL CELLS SHALL BE GR@UT FILLED AND REINFORCED 004 • •V*rH FOUR p s SiCTENDNG RJ/ODFomm AND INTO TIE BEAMS • ALL BARS SHALL Bi CONTINUOUS FROM TIE BEAMS TO FOOTING. • PREPARATION OF AMBS 8K 9THER6 •• ••s •••• • 0 1/4" DIA IAG SCREWS AT 8^ FROM ENDS AND 11" O.C. MAX. BY RS EE LOQ IN 61 1-1. ^ XEL 2N X 14 GA 1-1/2^ 12 GA. STEEL � FLAT BRAD K LANG AT 12. O.C. IN DOOR OPNO. 0 CONNECTED TO COW. drawing no. 98-05 W/ (3) SPOT WELDS AT H SIDE 2-1_/ X 1^ X 14 GA. -- -C) a� Z ANCHIOlk SPACING SMUCTURE VEMBED SPACING EDGE DIST. Tf lCONr- 1-1/4" a" 2" 7I 1-1/4' 4^ .sax NC -1 2 3" BLOCKnLLtD 1-7/8' 8' EW 0. 2^ 8^ 2• 8 N rn I 0 y IONS NC. 1-1 2 8' CONCR f'cZ4��- C-80 LLT 2000 PSI MN. Z to 61 1-1. ^ XEL 2N X 14 GA 1-1/2^ 12 GA. STEEL � FLAT BRAD K LANG AT 12. O.C. IN DOOR OPNO. AT 18. O.C. ABOVE DOOR 0 G. CONNECTED TO COW. drawing no. 98-05 W/ (3) SPOT WELDS AT H SIDE 2-1_/ X 1^ X 14 GA. CALM TRACK F TO TRACK PLATES _ ALTERNATE W 2 1/4-207L5 8' TRUSS HD. M.S. & K NUT INSTALLATION TRACK EngnJ�ApAO. 1I M s. a¢ d >'ta¢2 61 PRQID{KT MI11q aoa>i�ryblswfotlEePblAr � I �Ai••1 drawing no. 98-05 k PLASTIC COMPLIES WITH .zso e DOOR PANEL SECTION 2612 OF FBC 2007 24 GA. (.024) STEEL MW. SEE EVIDENCE PAGE Z m 7/16° DIA. WASHER 1444 WINDOW LITES IN ANY LOCATION 1.765 L725 1444 Igo i I n (� 88 X Y4' SMS 21 3/4" & Sy 14 O f 1 . 3/9 FROM ENDS MAX. .176 IL g q i iii 1 1 i AND 7° O.C. MAX WDW. WIDTH aq 13 1 *EXTERIOR FRAME * INTERIOR FRAME j j. i I 6i 16 1/8' RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION $ n i :I: 1 (4) Ba x s/a^ sMs a= o MAX. . 1--3/8" FROM ENDS no 4 I'L' Z� s III 1 AND 6-1/2- O.C. MAX. ijj. I�1 O 100 A 8 C II11 175 X .062 DEEP i! it GROOVE 11 IN lHi Hil 1111 // W 1•IBY SAWC MOVATIVE PLASTICS j ! j NOA 809-0305.02. !j! iU a K Ijlj N ZZ 1111 Z 1.1 illi ilii i i 9 Y � 9 % i rn V, Ll N !I�I I!I! VE H i! i j ! i� .062 DEEP 0] El I I1: 1 1 I S 'I! (4) 9 x 3/4° SMS INSIDE ELEVA710N • 1 it /' . 1-3/a6 ' FROM ENDS RAISED PANEL EMBOSSED DOOR WITH WINDOWS t • 1 1 i •• AND 6-1/2` O.C. MAX. �••• . � 0410 • 88 X 3/4° SMS C B 1i I • .3/8` FROM EN.. 175 X.082 DEEP 6 • • • I I • • AND 4-1/2° O.C. MAX. GROOVE o at d 1 • • • . • •�/a�FROM END9 ' ' • • MAX.O.C.r_ g 1• :.• • • • ••.•�i7° --_____�Igr.dA AHMAD"jj' Sege* •••♦ i • "6.1% WASHER \` _ _ __ _ _ _ _ _ ___ _ _ _ _ FIA_ , P� iD962 PRODUCC iHVla@D i i • • . i • • • •. • �--------- GrA,AL Ssas IQ � m' Ptatd6 J 2.002 ti 1 • • • . . . • • DOOR PANEL EXTERIOR • 24 GA (.024) STEEMIN. 000000 0 0 15// �G MK D.L.DPG. nn1� By � drawing no. . .... 2; GA. (O7i4) STEEL MAI. '� f•U 98-05 li•.•• •.• ••• i WIDTH .heat r, of 6