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WS-16-1744 HR ) i Slp 33y`i 11Si7if WAY/ 6- ," 1�.� Miami Shores Village ,f £lX1tf "tpe°NiN3toS1ILte , 10050 N.E.2nd Avenue NE � Ia�t>nation Garage Door Miami Shores,FL 33138-0000 ` 8�7ttatt/ h �Q FitA Phone: (305)795-2204 r 1212016 Expiration: 12017 .1.' ,L."" Project Address Parcel Number Applicant 10520 NE 6 Avenue 1122310140310 EVA GONZALEZ JUAN GUILLER Miami Shores, FL 33138-2050 Block: Lot: Owner Information Address Phone Cell EVA GONZALEZ JUAN GUILLERMO 10520 NE 6 Avenue (305)542-9129 - - - -- - -- MIAMI SHORES FL 33138-2050 10520 NE 6 Avenue MIAMI SHORES FL 33138-2050 Contractor(s) Phone Cell Phone Valuation: $ 990.00 ABOVE ALL GARAGE DOORS 305-556-6633 Total Sq Feet: 0 Type of Work:REPLACE OLD GARAGE DOOR 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 $0.60 Invoice# WS-6-16-60302 DBPR Fee $2.00 06/22/2016 Credit Card $50.00 $74.60 DCA Fee $2.00 Education Surcharge $0.20 08/02/2016 Credit Card $74.60 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $124.60 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,ROOFIN SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and t at all rk will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do a wor stated. August 02, 2016 Authorized Signature:Owner / Applicant / Contractor / Ag Date Building Department Copy August 02,2016 1 Inspection Worksheet ' Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores,Fl. >` /U14 Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-261580 Permit Number: WS-6-16-1744 Scheduled Inspection Date:August 15,2016 Permit Type: WindowslShutters Inspector: Mesa, Michel Inspection Type: Final Owner. JUAN GUILLERMO MANSUR Work Classification: Garage Door N A Job Address:10520 NE 6 Avenue Miami Shores,FL 33138-2050 Phone Number (306)542-9129 Parcel Number 1122310140310 Project: <NONE> Contractor: ABOVE ALL GARAGE DOORS Phone:305-556-6633 p. Wilding nt Comments Passed Comments REPLACE OLD GARAGE DOOR INSPECTOR COM IVIS False Inspector Comments Passed Failed Correction Needed Re-Inspection Fee No Additional Inspectiona can be scheduled until re-inspection fee is paid. August 12,2016 For Inspections please call:(305)762-4949 Page 12 of 36 1 � Miami Shores Village Cr'1 ' ' JUN 2 2 2016 Building Department ✓(i� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 �Y' l Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20145 BUILDING Master Permit No:w C' d�yy PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL []PLUMBING ❑MECHANICAL [:]'PUBLICWORKS CHANGE OF ❑CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zio: 37Si Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): ' � Phone#: Address: ��-` a � AuAZ City: State: - Zip: 33�_N Tenant/Lessee Name: Phone#: Email: -:42tGo?_C>09 1.2-0 V CONTRACTOR:Company Name: ��' ®1e � -FL Phone#: 30S S64 33 Address: �o City. State, Zip: -j Qualifier Name: �'- "� � �-�� Phone#: 3e�����- State Certification or Registration#: Certificate of Competency M 023-S C�OS G DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ a Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New u Repair/Replace ❑ Demolition Description of Work: ���`� p�=h �� `���- � -L Specify color of color thru tile: Submittal Fee$ Permit Fee$ �d ' CCF$ d CO/CC$ I —T Scanning Fee$ �PP�� t� Radon Fee$ DBPR$ Notary$ Technology Fee$ 0 Training/Education Fee$ ®• 2-® Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ° (ReviseW2/24/2014) T r 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. r Signature Signature �NERorAG T CO OR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 IG° ,by CzE:� day of20 tG by �cat� s lse� ,who is personally known to V6V-AQ who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: UZA Sign: Sign: Print: _ Print: Seal: %};o. EXPIRES January 29 2019 MY COMMISSION#FF194375 Seal: EXPIRES J (407)398.0'93 FbrMMOW 8ewiot cam ,a�sy.•' 8n 8wvb 29,2019 (4071398.0'S3 FlpldaNdeySe+vba cm *it*tt#t*#*ii*tiii*iiit*itiii APPROVED BY CC Plans Examiner Zoning Structural Review Clerk (Reviseda2/24/2014) W 7 Prepared by and return to: Eva Gonzalez 2100 Shary Rd. Set 5PMB 74 Mission,TX 78572 SPECIFIC POWER OF ATTORNEY KNOW ALL PERSONS BY THESE PRESENTS: That We,Juan Guillermo Mansur Gonzalez and Eva Gonzalez(hereinafter collectively referred to as"Principal")do hereby make,constitute and appoint Carlos A.Lopez(hereinafter"Attorney-in-Fact"),whose address is 1110 Brickell Ave. Suite 402 Miami,FL 33131, as my true and lawful attorney,for me and in my name,place, and stead,to do and perform any and all of the following acts,deeds and things,to wit: TO REPRESENT ME, WITH THE CITY EXECUTE HEARINGS, PERMIT REQUESTS, ANY AND ALL SETTLEMENT/CLOSING DOCUMENTS NEEDED TO COMPLETE THE SALE OF FOLLOWING PROPERTY: LOT 24 and the East of LOT 23,Block 110,Amended Plat of AHANH SHORES SECTION 5, according to the Plat thereof,as recorded in Plat Book 10,at Page 47,of the Public Records of Miami Dade County,Florida. 10520 NE 6`h Ave.Miami Shores,FL 33138 Giving and granting unto my said Attorney-In-Fact full power and authority to do and perform all and every act and thing whatsoever requisite and necessary to be done by the premise, as fully,to all intents and purposes, as I might or could do if personally present,hereby ratifying and confirming all that my said attorney shall lawfully do or cause to be done by virtue hereof. IN WITNESS WHEREOF,I have hereunto set my hand and seal the—5 day of May 2016 Sealed and delivered in the presence of: W� Si ature eoMansur Gonzalez lr-6E Printed Name o W' ess' Signat>� , � Printed Name STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrumensca t cknowledge before me, a Notary Public, this day of May 2016, by Ey 2 r" " who was personally Imoto mej or who produced the following identification: Signature Printed Name of Notary: JORGE 1RLAMUEZ My Commission Expires: E MY COMMISSION 9 FF194375 My Commission Number: EXPIRES Jamey 29,2019 flortdNtoy .mP CTQB Construction Trades Qualifyinq Board BUSINESS CERTIFICATE OF COMPETENCY 02BS00567 ABOVE ALL GARAGE DOOR OF SOUTH FLORIDA INC j �I D.B.A.: ISI 10 RODRIGU Z MARIO D � Is certified under the provisions of Chapter 10 of Miami-Dade County474 il" i 1�[AL'I'D � O' m ° CT71 GuN, QUALIFYING TRADE(S) 0022 GARAGE & INDUS DOOR 0018 FENCE MIMI®t O Juliana H.Salas P.E. Secretary of the Board www.miamidade.gov/economy Miami-Dade County retains all property rights herein. 003431 Local Business Tax Receipt Miami—Dade County, State of Florida —THIS IS NOT A BILL — DO NOT PAY 4937182 �_LBT . BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES ABOVE ALL GARAGE DOOR OF SOUTH FLORIDA INSENEWAL SEPTEMBER 30, 2016 3590 NW 34 ST 5154836 Must be displayed at place of business MIAMI FL 33142 Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED ABOVE ALL GARAGE DOOR OF S FL INC 196 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR Worker(s) 20 02BS00567 $125.00 07/09/2015 FPPU08-15-012984 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit,or a certification of the holder's qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. r The RECEIPT N0.above must be displayed on all commercial vehicles—Miami—Dade Code Sec Sa-276. For more information,visit www.miamidade.aov/taxcollector 4 ABOVALL-04 MATERAT �� CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYI� 5/24/2016 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 CONTACT Angelica Alvarez Insurance Office of America,Inc. PHONE 786 464-1516 FAX No): 786 464-1517 1150 NW 72nd Avenue E-MAIL Ext:( ) Suite 530 ADDRESS:Angelica.Alvarez@ioausa.com Miami,FL 33126 INSURER(S)AFFORDING COVERAGE NAIC A INSURER A:Wilshire Insurance Company 13234 INSURED INSURER B:Commerce and Industry Insurance Company 19410 Above All Garage Door Of South Florida,Inc. INSURER C: 3590 NW 34th Street INSURER D; Miami,FL 33142 INSURER E INSURER F; 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 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. INSR ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCEInD- POLICY NUMBER MMIDD MM/DD A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS MADE I JOCCUR L800029164 04/04/2016 04/04/2017 pAMAGE TO SES Ea occuRENTErrence) $ 100,000 X BI/PD Ded$1000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑JE 7 LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accdent UMBRELLA UAB X OCCUR EACH OCCURRENCE $ 2,000,000 B X EXCESS LIAR CLAIMS-MADE ESU 041566870 04/04/2016 04/04/2017 AGGREGATE $ 2,000,000 DFS I X I RETENTION$ 0 $ WORKERS COMPENSATION PER 0TH- AND EMPLOYERS'LIABILITY STATUTE ER AND PROPRIETOR/PARTNER/EXECUTIVE YD N/A E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) EL DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Installation and Repairs of Garage Doors and Sales-Coverage is subject to the terms,conditions,deductibles and exclusions shown in the policy. Any person or organization is included as Additional Insured With respect to General Liability when required by written contract Per Form CG2010 10-01 and Blanker Waiver of Subgroation Per Form CG2404 if required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN MIAMI SHORE VILLAGE BLDG DEPT ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2ND AVE AUTHORIZED REPRESENTATIVE MIAMI SHORE, FL 3138 ©1988-2014 ACORD CORPORATION. All rights reserved. AGORD 25(2014/01) The ACORD name and logo are registered marks of ACORD ,eco C E RTI F ICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 4/19/2016 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 pollcy(ies)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 CONTACT NAME: Risk Management Underwriters, Inc. PHONE A FAX No: 420 Kensington Road ADDRESS: Suite 114 Oak Brook IL 60523 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A Technology Insurance Co INSURED 1227 INSURER B-Wesco InsuranceCo 25011 Cohesive Networks, Inc Alt. Empl: INSURER C Above All Garage Door Of South Florida, Inc INSURER D: 4224 West Henderson Blvd Tampa FL 33629 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:59825408 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL R POLICY EFF POLICY EXP LTR INSR WVD POLICYNUMBER MM/DD MMIDD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence $ CLAIMS-MADE FIOCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE UMI I Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PPReOaPEER DAMAGE $ HIRED AUTOS AUTOS UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ A WORKERS COMPENSATION N TWC3536853 3/1/2016 3/1/2017 X WC STATU- OTH- B AND EMPLOYERS'LIABILITY YIN WWC3191003 3/1/2016 3/1/2017 DRY LIM ANY PROPRIETOR/PARTNER/EXECUTIVE N/A E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $1,000,000 If yas,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,N more space is required) Location Coverage Period:3/1/2016-3/1/2017 Coverage is provided for only those employees leased to but not subcontractors of Above All Garage Door Of South Florida, Inc-3590 NW 34 Street, Maimi, FL 33142-Client ID 63185 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORE VILLAGE BLDG DEPT THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2ND AVE AUTHORIZED REPRESENTATIVE MIAMI SHORE, FL 3138 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD OP ID: MIAC ,4CORD' CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) f 05/24/2016 j 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(ies) 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 CONTACT NAME: Allsafe Insurance Group dba PHONE FAX ASI Florida A/c No Ext): A/c No): 7171 Coral Way#209 ADDRESS: Miami,FL 33155 PRODUCER Jackie Pena,PIAM CPIA CUSTOMER ID#:ABOVE-2 INSURER(S)AFFORDING COVERAGE NAIC 0 INSURED Above All Garage Door Of South INSURERA:Wesco Insurance Company 25011 Florida Inc INSURER B: ID 324932 3590 NW 34th St INSURER 0: Miami,FL 33142 INSURER D: INSURER E: INSURER F: 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 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. INSR I b.TYPE OF INSURANCE DOL UBR POLICY NUMBER MM/LIDDY Elm MM/DD YY LIMITS LTR INSR WVD GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTE-D COMMERCIAL GENERAL LIABILITY PREMISES occurrence) $ CLAIMS MADE � OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY X PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 P142116100 11/09/2015 11/09/2016 (�accident) B X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE HIRED AUTOS (PER ACCIDENT) $ NON-OWNED AUTOS UNINSURED $ 100,00 xi Comp&Coll Ded 500 PIP $ 10,00 UMBRELLA UAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ TATU $ WORKERS COMPENSATION WC SLIMIT OTH AND EMPLOYERS'LIABILITY YIN TORY LIMffS ER ANY PROPRIETOR/PARTNER/EXECUTIVE❑ NIA EL EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) EL DISEASE-EA EMPLOY $ If yes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) INSTALLATION AND REPAIRS OF GARAGE DOORS AND SALE CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORE VILLAGE BLDG DEPT THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2ND AVE MIAMI SHORE, FL 3138 AUTHORIZED REPRESENTATIVE ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD Municipal Contractor's Tax Receipt Miami—Dade County, State of Florida —THIS IS NOT A BILL—DO NOT PAY M C CC NO: 02BS00567 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES ABOVE ALL GARAGE DOOR OF SOUTH SEPTEMBER 30v,2016 FLORIDA INC 7481323 3590 NW 34 ST MIAMI,FL 33142 Pursuant to County Code Sec 10-24 OWNER TYPE OF BUSINESS PAYMENT RECEIVED ABOVE ALL GARAGE DOOR OF S FL INC SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR C/O MARIO RODRIGUEZ,PRESIDENT 200.00 03/15/2016 0229-16-005009 This receipt is not valid in the following Municipalities:Aventure,Doral,Hialeah,Key Biscayne, Miami Gardens,Miami Lakes,Palmetto Bay,Pinecrest,Sunny Isles Beach,Town of Cutler Bay. M® For more information,visit www.miamidade.aoyttaxcollector ' I I � AUG 0 016 . • . . . . . . •• • • • . . . • Ill I $ r WORST CASE SCE 1O DESIGN PRESSURE HART,ENCLOSEb BUtLbINGS . - FLORIDA BUILDING C DE 5TH EDITION(201.3) • • • • • • • • DADE COUNTY FLORI A • • • • • • • 975 MPH • • • • w • • • • �" • • • E'ftrfR'CNAT1C EXPOSURE C EXPOSURE C EXPOSURE 0 1 URE P tkwr 1)cot ARnp1 083 fticag. essure Iman Des n Pressure 11Ran r • • 4%ao s n Pressure l>crd Ucpr Root Dept Door Root • • • D- •doer Roo fy�dth EE'Ll fte Pos'*. Moth He' tte Positive N tiv Vrgtb 144. t Pdailive 7 H sltive k tiv 8 7 36.8 34.7 $ 8 35.2 34,0 8 7 43 - .2 8 Z.7 -53.4 9 7 35.3 34.0 9 8 34.9 43.4 9 7 4f28 -30-5 9r •a• • • 42.4 -528 10 7 15 35, 43.5 10 B 16 34.6 -42.8 14 7 15 42.5 -52.8 10 8 15 42,0 •51.9 t6 7 33.8 3f 0 16 8 33.4 -40.4 16 7 41.0 -49.8 16 6 40,8 -49,0 18 T 33.5 -40,41 18 8 33,1 39,7 18 7 40.6 49,1 to 8 40.2 482 8 T �8.f 35 3 8 8 3b.7 -04.8 $ 7 43,7 .64.8 8 a 43.2 •54.0 0 7 35.7 -44.6 a 35A 419 9 7 : 43.3 •54.1 9 8 42.8 2 16 7 18 35S 44.i 10 8 i6 35.1 33.4 10 7 1B _ii.8 -53.4 t0 5 16 42.5 -62.6 ib 7 34,2 31.6 18 8 33.9 •40.9 18 7 M14 060.4 76 8 41,0 495 1a 7 3t.9 31.0 t8 8 33.6 •40.3 18 l 41.1 39.6 18 8 40,8 •48.8 8 7 38.5 -45.9 8 a 36.2 X5.1 d 7 44.1 -55.4 6 a _T3.7 -54.5 9 7 38,2 35 2 9 e 358 -04.5 9 7 43.7 -54.6 9 8 -4-J-3 53 g 10 7 17 36.9 -44.7 10 8 $7 35.6 439 f0 7 17 43.4 54.0 /0 8 17 43A 53.1 16 7 34,7 32.1 f6 $ 34.3 41.4 16 7 41. 60.9 i6 8 4l,4 50.1 18 7 34.3 -41.5 t8 8 34,0 40.8 t8 7 41.5 =502 to 0 41,1 -49.1 8 7 37.0 46.4 B 8 3- -45.7 8 7 44.8 Ss.a 9 a 44-1 -55.1 9 7 36,8 458 8 8 38. 35.0 9 7 44.2 55.2 9 8 43.7 543 10 T 18 341.4 452 10 8 18 36.0 •44,6 10 7 18 43.5 -54,6 10 8 18 43,4 .53.8 16 7 35.1 32.7 16 8 34,7 .41,0 1 7 42.3 14 16 8 41.9 60,8 IS 7 34.8 •42.0 la 8 34.4 -41,3 18 7 41,9 50.T 18 8 41.5 -49.a 8 7 37.4 48.9 8 8 37.0 3 .2 8 7 45.0 58.5 8 a 44.5 55,6 9 7 37.1 -46.3 9 8 36.7 45.6 9 7 44.6 -55.7 9 8 44,1 54.8 10 7__ 19 8 35.7 10 8 t9 36.4 45.0 10 7 19 44.2 55.0 10 8 19 43.8 -54,1 18 7 35S -42.5 16 8 3b.1 42.1 t8 7 42.7 51, 16 8 42. •51.0 f6 7 35.2 42.5 18 a 34.8 41,$ Is 7 42.3 -51.7 fa 8 41.9 3 a 7 n 47.4 8 $ 37.4 46.7 8 7 45.4 57.0 8 8 44.9 •5o.t 9 7 45.8 9 89 7 45.0 -58.2 9 8 448 55:3 f0 7 20 46.2 10 8 20 „B 8 -45.8 10 7 20 44A 6 10 8 20 44.9 -54.6 16 7 -13.8 18 a 35,5 -42.9 to 7 43.1 -52.4 16 8 42.6 •51.5 18 7 33.5 33.0 13 8 35.2 -42.2 18 7 42,7 SLa 18 8 422 50,7 8 7 .2 47.8 8 8 3T.8 -47.2 8 7 45.8 •57,5 8 a 45.3 -6.6.6 9 7 37.8 .47.3 9 8 37.5 -48.5 9 7 45A -56.7 9 a 44. .55.8 10 7 21 37.6 •48 7 10 8 21 372 46.9 10 T 21 45.0 W.0 t0 8 21 4.1.6 .55,1 f8 T 36 2 44.1 i6 R 35.9 43.3 t$ 7 43.4 •52.8 to a 43.0 51.9 td 7 35.9 43.4 1B 8 35.5 -02.7 18 7 43.0 -52.0 . 18 8 424 •51.1 8 7 .6 -48.4 8 8 382 47.7 8 7 46.1 -S7,0 a a 45.1 •57.0 9 7 38.2 47.7 9 8 374 -47.0 9 7 45.7 57,1 9 $ 45.3 56,2 10 7 72 37.8 37.t 10 $ 23 37.5 36.4 10 7 22 45.4 -%il 10 8 22 44,9 •55.8 t6 7 36.8 44.5 16 8 36.2 -43,7 16 T 411$ 533 t$ 8 43.3 52,3 18 7 3b.3 33.$ 18 8 35,9 431 to 7 43.4 -52.5 8 8 42.9 -51.6 R 7 .39.9 43.9 8 $ 39.5 -48.1 8 7 48.5 -58.4 8 8 46.0 57.6 9 T 38A •48.2 9 8 382 -47A 9 7 46.1 -57,6 9 8 45.6 -56.7 10 T 23 -47.8 10 6 23 3T.0 -16.8 10 1 23 45.7 56,9 0 8 23 46.3 X3,0 16 7 36.0 -44.9 16 6 38. -44.2 t8 7 44.1 -53.1 a 8 43.7 52.8 16' 7 ;8.8 34.2 1R a 36.2 -3A5 to 7 43.7 •82.9 a 8 .43.3 52.0 8 7 39.3 -492: B 8 389 -48.5 a 7 46,8 58.8 8 46.4 . •57,9 0 7 38.0 68.8 9 a 39.5 -17.9 9 7 46A 0 8 68. ST.t 10 7 2i 34.6 -18.0 f0 8 24 382 37,3 10 7 24 a8.t 57.3 0 $ 24 4 .0 58,4 1 7 3T,3 415.3 16 8 36.9 14.8 t6 7 44.5 -54.1 6 8 440 .53.1 18 7 .'8.8 441.6 t8 8 36.6 -4 .9 18 7 44.1 •53.3 8 a 43,6 •52.3 8 7 39.8 49.1 8 8 38,2 40.0 8 7 472 -59.2 8 48.7 58.3 9 7 39.3 49.0 9 8 38.9 -19.3 9 7 46.8 •50.4 8 46.3 -57.5 10 7 25 39.0 -18:t 1D 8 25 38.8 _47-7 t0 7 2S 46A 37.7 8 25 45,9 -568 i6 7 _37.6 36.7 16 a 37.2 44,9 15 7 44.8 51.4 6 8 414.3 53.5 18 7 37.3 45.0 t9 8 38.9 -44.3 78 7 44.4 •53.0" 8 5 41.9 •52,7 Notes: 1) design pressures have I eon catcu!ated uslrg 91000dures listed in ASCE 7-10,Chapter 30,Part 1,for 3'N •.••' ""'• •, c Lw*Rise Suildirg3. g' • •�� Ary 2) The calculated Ultimate Wnd pressures have been multiplied by 0.6 to convert to the nominal(ASD) L• 7!t`� �•. -a design pressures shwm > ► ,.�"rr ; Q 3) Pressures have been Ca Mated based on an enclosed boding,any roof slope,Risk Category It, I'LL 'SC C••• 3 4) The 4103:9"pressures as k=8 the entire doors%dth is in the and sore(zone 5)et the building. 5) Most garage door Opemr gs will not be boated comp'etely in zone S. Therefore 444vidual calcutatlona a NO.48679 z W11 result in loos x press s o . • • u 6) For rrean roof hefghts to s than 15',use 1 S'pressures. o ! ( $ . ' �! _5 Y 7) This Table is only 10 be d in cwljuneton rMt ith arr Garage Boras 9? : � •, STATE D � > t6$C3tr=3y0 C::,tt•iJ%rs;Crt•$3`em,tYK21 CarCiinA'c7 U?5 .Sj ••� +•►r.:r:•• • .�• 7.`c� Fht;re ON,)744-WC.Fax 046!744:5415 h •�. �:• 3 FL hz t'7. It v.9 T . r wr f: jj ..JAWt r r riF j rTiai r i a t p�p �y } EAST (FRONT) ELEVATION t t F i V' m i r ` tea. rsKyy ' e • • •i • • • • • �---T- { NnRTH •ELEVATION • • 1 . • • s • •• • • • • • • • y �+ MIAMI•Ds14pE MIAMI-DADE COUNTY 1'l�J!<32 PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE.(NOA) wmv.miamidade.eov/economy Amarr Garage Doors 125 Carriage Court Winston-Salem,NC 27105 . SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Model 950 Heritage&655 Oak Summit 1000,2000 Steel Slctiolal GaiS&e 15sor up•.••• to 9'-0"Wide(DP+51.1,-60.3 PSF) .. .... APPROVAL DOCUMENT:Drawing No.IltC-9509-180-21,titled"Model 950 Heritsla&Moda1.653 Oak ....% Summit,(24 GA) 1000,2000, Short,Long,.Flush and Oak Summit Panels",sheets•1•�ovgh 3 of 3,•dated 03/14/2003,with revision B dated 10/13/2011,prepared by Amarr Garage Doors,,jitmed and scri sd by Tomas L. Shelmerdine,P.E.,bearing the Miami-Dade County Product Control reviSiaA%tamp with'the 00:000 Notice of Acceptance number and expiration date by the Miami-Dade County Proddot'Cantrol Ststft. 60660 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING:A permanent label with the manufacturer's name or logo,3800 GregnwayCircles Lae wrence, • Kansas,model number, the positive and negative design pressure rating,indicate ipipacl rated if TLpptieable,• installation instruction drawing reference number,approval number(NOA),the applicable test surds,arr the statement reading`Miami-Dade County Product Control Approved' is to be located on the h0sside track,bottom angle,or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and- shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#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.Utrern,P.E. NOA No 15-0505.11 MIAMI-DADE COUNTY Expiration Date:September 4,2018 Approval Date:July 16,2015 drJ1Q�J Page 1 t 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 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 "Submitted under 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.C5463.01-106-18,dated 04/03/2013,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 012.9-01643R,dated 04/02/2013,signed and sealed by David W.Johnson,P.E. •sees• 000000 4. Test reports on 1)Uniform.Static Air Pressure Test,Loading per FBe A'S 202;94;•• •, 2)Large Missile Impact Test per FBC,TAS 201-9V•:•s •e • see*** 3)Cyclic Wind Pressure Loading per FBC,TAS APR' s :sees: along with marked-up drawings and installation diagram of 9'x 7'14oc�e)-950DJT&rj age wiF :see••• Durasafe,24 ga Sectional Steel Garage Door,prepared by AmericaATgiteLab,]jam.,Test ease* • Report No.ATL 0311.01-03R,dated 06/22/2006,signed and sealed.By David W.7968son, **sees P.E. "Submitted under NOA#08-0718.01" s e•.•• s ees.. sees.. C. CALCULATIONS "Submitted under NOA#13-0503.06" .•.10 :sees* :•...: 1. Anchor calculations prepared by Structural Solutions,P.A.,dated 04'/11 .13,sighiek4'and sealed by Thomas L.Shelmerdine,P.E. so s 2. Anchor calculations prepared by Structural Solutions,P.A.,dated 01/25/2012,signed and sealed by Thomas L. Shelmerdine,P.E. "Submitted under NDA#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 51 edition(2014)FBG and no financial interest issued by Structural Solutions,PA.,dated 04/08/2015,signed and sealed bDjf Tomas L. Shelmerdine,P.E. R��nlv9 2415 Carlos M.Utrera,P.E. Product Control Examiner NOA No 15-0505.11 Expiration Date: September 4,2018 Approval Date:July 16,2015 E-1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ADJUSTABLE ROLLER CARRIER • •• • • • • • -•• ATTACHED V/(8)1/4'x 1/2' �CV,. Is e RMT-6 NUT PER BRACKET CENIER TIE SfTAfltED • • • • i 3 GA RA0 BRACKET ATTACHED iG 11"M ® V/!!1111) !/4• • • • • • JAMB V/(3D 5/16 DIA X 1-D/8'LAG BUTS AND TO 1D%HqD SCAEVi ••• • •/VFW= IAT"r TRACK AR GD)/4`-EO z D/8 TRACK SPLICE 74) /4'xRE ATEACI�p V/ B0.T3 AND HUTS - <4)I/4•x 3/4'HEX READ SCREWSTFAC - 3 5/8'L•RGA R-TRUSS ATTACHED V/M)ADJUSTABLEsIle' OLT AT ATrTS IR OA OALV.TOP RR BRAC ET V/Rh 1/4'k 3/4• V/tLh S/4'z VE`BOLT AND RUTS Sm ATTACHED V(90�'x GCN CEdTER 11LSCREWS E •• •*/pRKEOA'OI170,.YE FDDSH •• 3/4'HEX HEAD SCREW8 0'IO HALL STEEL - - - • • • • • • • • HEX PER BRAtOJ(ET •• S')DN STEN M31ER _ • ••• • • • • • • SPU( )RAti(9 AT THIS LOOATION TYPICAL T P F X RES 1 • • • • • ••• • • DU4)t{4-QD TWIN 3)all ROL79•-SlA AR 0 JAUB WIN(3)D/1p'DIA.x I-e/6' N.TJL •• • • • • • ••• •• IAO BOLTS SEE(TABLE 0)ON PAGE 3 FOR (SPLICE) RECONI¢HtlEO SECTION CMFIGURATION TYPICAL OURASAFE CENTER HINGE 0 B/IB•aA-x)^B/e' -_./j HTS. BOLT ATUCHEO TO JAWS tD 3 9/B'EECA AT Ell JAMS BRA,1tOT R-TRUSS PER SEC7Iai ' 1 11 OA OAL%t STEEL i T tTimIXKJ0 ATtNA(W[0)T/(1)1/4'-EO <T > N TRA'(SP11C£ T h NUT SALE STIFFENERS Z LOCATEDNHOME HOE8) ON TDP SECTION 6YLY F II,RaGH HOLES FOR STRUT IHOME ME H ATTACEORNT(w STRUT E IS REOtlptEw EE(TABLE 3)ON PAGE 3 IH O FOR JAMB BRACKET SPACING a a o v A O ^ TRACK COHFlOURATION FOR We UP TO IV TAU-DOOR$ III ' I TYPICAL STILE STIFFENER'c, 3 TACHE X 00 4) t3 DAR• uICSTION-'-14r T' A J ATTACHED AL Ui tEEl z-y�S SEE TABLE 4 DN PAGE 3 SEE RABLE D NI PAGE 3 H.La HEX HEAD SCREWS AT EACH END FOR STILE PLACEMENT Fat.—I SPACIRO STILE AND 1..14'.B/4'HEX -0'Ru— IA% HEAD SCREWS AT EACH CENTER STH E INSIDE ELEVATION ADJUSTABLE SLIDE BRACKET N.T.S. 14 GA IIENASAFE )E'EOGA STRUT AT ATTACHED VAR)1/4-90 z EN/D HOME ATT3 QED HOTION PANEL D/8•TRACK BOLTS AND NUT HEX READ SCREWS w DA DURERS ATTACK TO 7y�( Rpyg p STEEL EETaTN)nPITO[KJLTASYLE60 (EV 060fPO0R CFPSKCOhS TAE ROLLER CARRIERS ATTACFEO TO VENTSE[WN.SQSIIR tp V/110TTOH SEAT. r•owpylig44'llAdeFiWtdt 3 TAB'REW R-TRUSS RVd SOL CARRIERS ATTACHED Y Bpfldlib COb A RRAYaQ1AiaD�C 10886RFGS/IIID 06-11-08 SIB V4•X 3/4'HE%HEAD SCREW TO END STILE V/(3)1/4'x 3/4' -L AOoplRoi B NO HEX HEAD SCREV3 PER CARRIER !MON A—A(SIDE MEMO R 5 tum IDD CBXO w/16/11 n N.T.& R•m BALL STEEL °j I0:�2F 9\\\\\\89SH d4iP/Oe 9'Lam STEN ROLLER TED•e bd(' tf1 ", �.- L/�j !A :;r•' 3 5/ N LOAM 8,22" SLIDE LOCI(EHOMES INTO VERTICAL 0PT[OAWI V T DETAIL O+5 1 PSF a � P••�G�NB ATTryCtm0 V/(4) - - --- TRACK ON BOTH SIDES 8/C'HIM N.T.a 6 d V {ti) .• .$ HEAD SCREWS ENGAGEMENT(SRM LATCH,OR LOCit -80.3 PSF b 1/, x 3/4' WS DAD OPTIONAL)ATTACH V/tE)V4'x LARGE M I S S LE . 3/4HEX HIADSCREWS IMPACT RESISTANT TypICAL WRASAFE END HINGE '9 :� ST 2 OF 'ELT�>t• LARGE MISSILE `LQ A, P `C g7pp y�IXOR,p S/16•x 1 D/fl•LAO ¢•EOGA STRUT IMPACT ,J s•6^`% •L 0111t:• 3 314•MIK 11'/FIEIOBIE 9EAL �•OALLV,STEEL END STILE SCREW(U PER (B)ATTACHED %314• RESISTANCE 4J,STIh SIDESDON ( ID RY a3TAOFT) ATTACHED VDODRS SKIN AND(¢) JAMB BRACKET HEX HEAD SCREWS F� PE/�rvN Is it\\V\� (3)R0 GA CENTER s71lEs 70G-L-L0C AT THE T�ANO AT END AND CENTER € ATTASHED WITH ce) BOTION RAIL. STILES TOG-L-Loc AT THE 70P Alm pT 7/te•aA. pRpllt)CPkf3VISED •wry/�w BOTTOM RAIL AND ADHESIVE r RETHNEQ B 2k __ TO INTERIOR FACE PER Rxreo a 000n+pIYW2 YAd11)B PY•f� /`' •:?..•:••: - ::.-.:.... :.. e• BOTTOM BRACKET. EAI'il0 Ia 160 CARRIAGE Vlaf VDISTOH-SALEN,H.C. 87103 WWAWI@.WN .... . r .. - .. :...: ATTACHED MODEL 060 ABRITAGE(044 CAO L'D0,2000 , E l0 TALL STEEL 13 0A .... • .....�_.�.. ... :. -:,7..;:";i.;,.:E°�?' 9'XIH STEH ROLLER VK3)V4'X 3/4' DY HEX HEAD SCREWS M Co•h0i MODEL 688 OAK EU E4 A 1000,2000 BROI(7',1414,1.BLUSH, OAK EUMi4T PANEL9 9/8'8 X Be OA 3.OALV.STEEt IM(X So B/a•R-TQuss) TRAIX iwCOTEs3.1Lv3• 91E 6BA'RI BY Olt DAIS 03/12 omillo m ER SP V4-EO x AND Hilt TYPICAL BOTTMI BRACKET/,t 7 �( SPLICE BOLT AND AUT PER CONE Al JAMB -( JANE BRACKET TRACK MOUN-KING DETAIL I Ot BPF N.T.S. B OWD BY Ari 6Att 0T/H/N (140.2 OR BETTER) SM I OF 3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... •• . . . . ... .•. .. .60 • • ••• ••• ••• • SPECIFICATIONS AND NOTES 1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACH, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF Tr ELO%0 • • •• ••• •• TRANSFERRED FROM THE DOOR. 2.EACH VEROCAL JAMBS RECEIVES MAXIMUM DESIGN LOADS bF• • • • • • • • • +230.0 LBS/f7 & -271.4 LBS/FT • ••• • • • • •• • INTERIOR OF GARAGE 3.DOOR AND HARDWARE WILL BE DESIGNED,MANUFACTURED • • • • • •• • • AND INSTALLED TMTH STANDARDS AS SET FORTH BY DASMA.••• 0 0 •• •• • •• MAX.WIDTH 8'0" 4,DOOR SECTIONS SHALL BE 24 GA.(.0216)MIN.EXTERIOR SKIN ROLLED FORMED,W/BAKED ON POLYESTER FINISH S.DOORS UPTO 7'0"HIGH CONSIST OF(4)SECTIONS AS SHOWN. USE(1)3 5/8"R--TRUSS PER SECTION DESIGN LOADS 8.DOORS OVER(4)SECTIONS REFER TO TABLES 1 AND 2 +230.0 LBS/FT SEE NOTE 2 e ON PACE 3 -271.4 LBS/FT 7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGSSTRED PROFESSIONAL ENG94MR FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TD OTHER LOADINGS. S. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE T A MINIMUM{OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS,4 TIMES A YEAR,THE MANUFACTURER SHALL MNL TO THIS OFFICE A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUOTION FACILITIES. AND A NOTARIZED �ODULR1i8VL�D STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH P om.-T REVIEW OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE aaeecll, vftdw Fb" p Iv).. Iyp pl�IJe COUNTY UNDER THIS NOTICE OF ACCEPTANCE. cobADDIRWAe „a,LT6 Espilowe 1 tl�ph+lm rd /g Br Ry I#odOd Mf WOOD JAMB ATTACHMENT TO STRUCTURE a I mmomIF£m JOAN Iff .�X 6 V RTt A eRB ATTAFHNL'NT TO WOOD FR RF'SIR Irl ro A 1RTmA701 T)H70/1BG BXR. $fOT lb-II-IB SII 6/16'X 3'LAG SCREWS STARTING 6'FRDH ENDS THEN 20'O.C.(1 1/2'EMBEDMENT) B UMIDFM2010 fA(B/D - N RN BOLT 3/8'X 4'STAR FRDN ENDS THEN 84'OC.(3 1/E'em-cMENT) MAX'SIZE �tptlltl!!!! o HILTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 18'O.C.C 1/4'EMBEDMENT) ,04 !!! 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VUDD CON(31EIE HOLLOW BL S�TR�IITCTURELOC F8(A�� !!PIlI1141{` STRUCTURE STRUCTURE STRUCTURE �ryw��'%' 2kr" ' )-1/2'MILi�N 4" 14!CARRUGE CDAT VINSTOU-sl1LEN,N.C. MOB vwARAARC.E E�XX6gMODEL BOO RIDTITAGE(R4(OA)LOCO,2000 7YP, SHORT,,IANC,FWISH,IANO3OAK 80MMIT JAMB PAN= AVAILABLE TRACK CONFIGURATIONS off am B. Iu ORE m/Q/m ammm, N.7.s. - BI OE01D(A' AIL DAA O11I{/N IRC-9509`180-21 34U I(F 3