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WS-14-2677Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-224788 Permit Number: WS -12-14-2677 Scheduled Inspection Date: March 02, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: RICHARD E MELLETT & ERIKA BATEY, Work Classification Garage Door WWAor' C SACK 1 CTT 4_ C01VA 0ATCV Job Address: 1090 NE 104 Street Miami Shores, FL 33138- Phone Number (305)984-7069 Parcel Number 1122320290190 Project: <NONE> Contractor: ALLIED DOORS SOUTH FLORIDA INC Phone: (954)942-8550 Building Department Comments REPLACE 1 GARAGE DOOR INSPECTOR COMMENTS False February 27, 2016 For Inspections please call: (305)762-4949 Page 6 of 27 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid February 27, 2016 For Inspections please call: (305)762-4949 Page 6 of 27 -0. 7 BUILDING PERM ITAPPUCAMN BUILDING HEMC �PLUMENNG M133-ANICAL Miami Sh o res Vi I I age Building Department 10050 N.E2nd Avenue, Miami shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INEF137ON UNEPFIONENUMBEt (305) 762-4949 J,-,� � DEC 01 2014 MC20i a Master Permit No sIL4 — SLb Permit No. ❑ ROOFING ❑ BENISON ❑ WrENSON ❑ FENEWAL - •-, Mel' e • •: • �. JOBADDIFEM h®9d / V 16 V -57-- M". .S7—_ Folio/Parcel#.40f 90 Isthe Building Flistorically Designated: Yes NO 12�_ Occupancy Type: Load: Construction Type: Rood Zone: BFE FFE OWNER Name (Fee Smple Tiitleholder):L�--i Ft KA Phone# t jW--"!S 9Y6-1 Address D City: &/ AW ,Rate: Tenant/ Lee Name: Phone#. Snail: / G� CONTRACTOR Company Name: A44Z D009S -SL-�-� Phone#9t Address /S-1 S A -1 ,51C aty: rom Qualifier Name: ,Rate Certification or Fagistration #. N of Competency # :3-3060 DESIGNER Architect/ Engineer: Phone#: Address: aty: ,Rate: Zip: Value of Work for this Permit: $ l St�uar Linear Footage of Work:�— Type of Work: ❑ Addition ❑ Alteration ❑ New Fop • F�pl� ❑ Demolition Description of Work: q3ecify color of color thru tile: submittal Fee $ ' °� Permit Fee $ (J ' (XF$ CO/ CC$ stunning Fee $ Radon Fee $ DBPR$ Notary $ Tecdhnology Fee $ Training/ Education Fee $ aructural Reviews$ (FbAsed02/2412014) Double Fee $ Bond $ TOTALFEENOW DUE$ r Bonding Compary's Name (if applicable) Bonding Company's Address aty Mate Mortgage Lender's Name (if applicable) Mortgage Lender'sAddress aty State Op 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 EB:;RIC, PLUMBING, SGN,9 POOLS RJRNAa35 BOILHF$ HEAT93S TANK AIROONDI-nON6Zr4 Imo.... OWNERSAFRI)PAT: 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. no V am SM I 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. I- Signaturl/ e 9gnature L 4 1h .-V OWNER or AGBVT OONTRAOTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of CC.G_M\DC e' 20 1Q by Lk da/y�of O / O y\6 0t' 20 14 by 6_91 who is personally known to F I'c f� N1/� 4�7L who is personally known to 7��A/ A/ y me or who has produced as me or who has produced as identification and who did take an oath. NOTARYPUBLIC HENRY RAMIREZ MY COMMISSION # FF 102369 EXPIRES: March 16, 2018 Bonded Thru Notary Public Underwriters identification and who did take an oath. wwwwwwwww it wwwwwwwwwwwwwwwwwwwwwwwwww APPROV® BY IN Rans Examiner Structural Fdview (Fa4sed02124/2014) wwwww Zoning aerk ALLIE-2 OP ID: KG CERTIFICATE OF LIABILITY INSURANCE DATE /2512014 osiz5�zo14 THIS CERTIFICATE-fS 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: Douglas Jones Jag Insurance Group PHONEFAX 2151 LeJeune Road, Suite 308 JAM No, ExtJ: Coral Gables, FL 33134 E-MAIL Douglas tones ADDRESS: Djones@jaginsgroup.com INSURER (q) AFFORDING COVERAGE t_ NAIC p INSURER A: COLONYINSURANCECO. INSURED Allied bo' Ors SOU h Florida LLC INSURER B, 151 SW 5f,.h Court _ INSURER C Pompano Beach, FL 33060 INSURER 0: INSURER E: I INSURER F : ' ET FICATE NUMBER• Mr-Vl0lvry IYun1UF-M. COVERAGES CR t POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD THIS IS TO CERTIFY T 1Al THE TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS INDtCA-ED NOTWIIH STANDING ANY REOUREMEN1. l INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. i-iE EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE KEEN REDUCED BY PAID CLAIMS. INSR ADDL SUER - LTR TYPE Of: IN:.JRANCE POLICY NUMBER POLICY EFF POUCY EXP OMITS MMIDO/YYYY MMIDDIYYYY ' A X - COMMERCIAL GEI, cRAL LIABILITY :ACK OCCURRENCE 5 1,000,00 X 903GL0000726-01 : OCCUR X 0813012014:, 0 813 012 01 5 DAMAGFSOEao¢T.EDence - 1$ �. -------'---- 100,00 . Ci,A,M„ 1ADL ._ _ _ ..� 1- 5,00 X $2,500 BI PD Led i MED EXP (Any one person) $ PERSONAL & ADV INJURY $ -- 1,000,00 I GENERAL AGGREGATE l $T 2+000+00 Gi'N'l. AGGREGATE l'M' T APPI !ES PER' ^ I 2,000,00 PRI:`OC JFC' j PRODUCTS - COMPIOP AGG $ COMBINED SINGLE LIMIT ; $ AUTOMOBILE LIABILITI' BODILY INJURY (Per person) 1$ i,td' A.c:• G OWN;.) BODILY INJURY (Per accident) 1 $ CISNON O'NNE D 'PROPERTY DAMAGE( 1$ (;Per acgiden)).. r ....__._...... .. .... _ _. f.. c UMBRELLA ! IAB X OCC.;R ! FACH OCCURRENCE $ 3,000,00 A X EXCESS UAB CAWS MADE XS169667 08/30/2014 � 0813012015 AGGREGATE Is _ _ 3,000,00 - { $ RI'. LI, i i0N $ PER 'WORKERS COMPENSAT `9N I _ STATUTEJ. ,AND EMPLOYERS LIAB6.ITY YIN -TI, ; � E L-EACHACGIDENT ANY P+2OPRIETORIPART'tf_RIi:XFCU ;VE I DED7 I;NIA I ;OFHCt-RJMEMBER EXCL " j I E L. DISEASE EA EMPLOYEE $ _ (Mandatory in NH) 1 If yes. describe under i E L. DISEASE -POLICY LIMIT $ DESCR,Pr!ON OF OPER.-.TIONS below I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) CERTIFICATE HOLDER IS LISTED AS ADDITIONAL INSURED. State of FL Dept. of Business Contractor&C s License #CBC033137 Garage Doors and openers installation I CERTIFICAI t HULUttt VILLAGE OF MIAMI SHORES SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ATTN: BLDG&ZONING DEPT. 10050 NE 2ND AVENUE AUTHORIZED REPRESENTATIVE MIAMI SHORES, FL 33138 n nno onoATIn AI All • nhfc rocorvaA ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD ACRO® CERTIFICATE OF LIABILITY INSURANCE DATE (MMID 12/18/2014 Dom) 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 ondorsemen s . PRODUCER Risk Management Underwriters, Inc. 1420 Kensington Road Suite 114 CONTACT NAME: -_ _____ PHONE 630-928-4700 FAX 630-586-8712 ° �)` - E-MAIL RMUSolutions RMUSolutions.com ADDRESS:-_ _ _- �— — Oak Brook IL 60523 INSURE%SZAFFORDINO COVERAGE _ NAIC # INSURER A _AmTrust Group -Technology Insurance - 42376 - - -- - - ENTED PREMI ETE a occurrence $ INSURED INSURERS: -- Cohesive Networks, Inc. Alt Empl: Allied Doors South Florida, LLC 4224 West Henderson Blvd INSURER c ;_-_— — INSURER D: Tampa FL 33629 INSURER E:_, _ INSURER F: rnVFRAnPA rFRTIPIr.ATF NI IMRFR• 2nAnn92159 RFVISIAN NIIMRFR- 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. -- - LTR TYPE OF INSURANCE ' i, POLICY EFF POLICY EXP LIMITS LTR NSD WVD POLICY NUMBER �. MM/DD/YYYY MM/DD/YYYY ACCORDANCE WITH THE POLICY PROVISIONS. COMMERCIAL GENERAL LIABILITY Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ CLAIMS -MADE J OCCUR ENTED PREMI ETE a occurrence $ MED EXP (Any one person)- $ -- PERSONAL 8 ADV INJURY $ G_ENER_ALAGGREGATE $ GEEN'LAGGREGATE LIMIT APPLIES PER POLICY __J JEC I; LOC - - ! - PRODUCTS - COMP/OPAGG $ --- - - $ _ OTHER: AUTOMOBILE LIABILITY I COMBINED SINGLE LIMIT (Ea accident) $ - BODILY INJURY (Per person) $ ANY AUTO ALL OWNED -- - SCHEDULED AUTOS AUTOS HIRED AUTOS �, NON -OWNED AUTOS - BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE - _ $ 1 EXCESS LIAR I CLAIMS -MADE AGGREGATE $ DED RETENTION $ A WORKERS COMPENSATION I AND EMPLOYERS' LIABILITY Y I N ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED9 FN (Mandatory In NH) I NIA N TWC3395799 '1/1/2014 11/1/2015 X §TATUTE i -- -- -- - E.L. EACH ACCIDENT $1,000,000 r-- - ----- ----- - E.L. DISEASE - EA EMPLOYE $1,000,000 if y'a, describe under DESCRIPTION OF OPERATIONS below j E.L. DISEASE - POLICY LIMIT $1,000,000 i I DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Allied Doors South Florida, LLC 151 SW 5th Court, Pompano Beach, FL, 33060 -Client #63594 rFt?TICIrATF wni nFR rANrFI I ATInN © 1985-2014 AGUKU GUKFUKA I LUN. All rights reserved, ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Miami Shores ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE © 1985-2014 AGUKU GUKFUKA I LUN. All rights reserved, ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD RO,MANELLI DENNIS M ALLIED DOORS SOUTH FLORIDA, LLC 151 8W.6TH CT POMPANO BELCH FL 33060 Congratulations! With this license you become one of the nearly one million Floridians licensed by'the Department of Buslness and Ora slonal Regulation. Our professionals and tut$ineases range m froarchitects to yacht brokers, from. boxers .d barbepue restaurants, and the keep Florida's economystrong.. Every. day. We vrork'to improve order to serve you better.: Fnr informationrabbid'our services, please tog onfo vwaw.m�tfloridal'rcense,corh. TCiere you C'3n tfind. fnore lnfttfrnation. about our divisions and the uletiorrs that impactyou, subscribe to department newsletters andleam' more about the Department's Initiatives. Our mission at the Department is: License bficierniy, Regulate Fairly. We constant) strive to serve you beth so that you can serve: your aistomers. Wank you for doing business in Florida, and congratulations on your new licensei RICK SCOTT, GOVERNOR ISSUED: o7/3ftf2t)14 DISPLAY AS SEQ.* L140730=069 �'n k SEQ.* L140730=069 �tl THIS RECEIPT MV, -ST. BE P08 I TWED C ONSPICUOUsLy IN YOM PLACE OF SILISINESS THIS BECOMES A TAX RECEIPT this WX is wed -for the privilege 0f'doIrq;bW4*ss within Broward County and Is non -regulatory In nature. You must.. W all County andtormunlelpaitty. planning WHEN VALIDATED and zoning requirements. This I Business Tax Receipt must be tfarlslarred when the business is sold, business name has changecl, or you have moved the business: locatio—n. Thisbusiness1s legal of the itis in compliance with State or local I laws . -and,regutdons. Mailing Ad!dtaw: ALLIED DOORS SOUTH FLORIDA LLC 151 SW 5 CT POMPANO BEACH, FL 33060 2014 .2015 pa:Ld 00/14/2:6.1.4 27.00 ,5CV4� Oe6c0-. ori® �� Co � �-�-` .��1✓�-�� � �xfs�irvG' �.� f �S 7Z, 3 /�x7 a Doo �o 3, /p tz- e " u, 1VOA 3 --0s-m3. o� pea •�ie-x-55 u 2 �--� : t 3 3 � Fr - q) (D > n -4 ® N Z 0 D -i o- m p 0 -1-1 z` 3 c z m z _ { U) o N C = .0see C m C n- o• t9 CD ` m V .•.. o z 0 D v • _ nn .0see ` V .•.. 0 • J • ••••• • • • • • • ••• • • WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS 2010 FLORIDA BUILDING CODE DADE COUNTY FLORIDA 175 MPH Notes: 1) 2) 3) 4) 5) 6) 7) Design pressures have been calculated using procedures listed in ASCE 7-10, Chapter 30, Part 1, for Low -Rise Buildings. The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal (ASD) design pressures shown. Pressures have been calculated based on an enclosed building, any roof slope, Risk Category II, residential application. The design pressures assume the entire door's width is in the end zone (zone 5) of the building. Most garage door openings will no be located completely in zone 5. Therefore individual o, Ra•" calculations will result in lower pressures. Ln `4 For mean roof heights less than 15', use 15' pressures. N This Table is only to be used in conjunction with Amarr Garage Doors. a ,« 165 Carriage Court • Winston-Salem, North Carolina 27105 Phone (336) 744-5100 • Fax (336) 744-5815 www.amarr.com LU E e • A CL aQ ; V a v - E +; v w . r � N LU E2 _" F L I— FL " ■arrs*. EXPOSURE C EXPOSURE Mean Roof Height 15 C Design Pressure Positive Negative 35.2 -44.0 Door Door Width Height Mean Roof Height Design Pressure Door Door Positive Negative Width Height 8 7 16 7 15 35.6 -44.7 8 8 9 8 33.8 -41.0 6 88 8 34.9 -43.4 33.4 -40.44 33.1 -39.7 8 7 16 36.1 -45.3. 8 8 16 17 18 19 20 21 22 23 24 25 35.7 -44.6 9 7 35.7 -44.6 9 8 35.4 -43.9 16 7 34.2 -41.6 16 8 33.9 -40.9 18 7 33.9 -41.0 18 8 33.6 36.2 -40.3 -45.1 8 7 17 36.5 -45.9 8 8 9 7 36.2 -45.2 9 8 35.8 -44.5 16 7 34.7 -42.1 16 8 34.3 -41.4 18 7 34.3 -41.5 18 8 34.0 36.6 -40.8 -45.7 8 7 18 37.0 -46.4 8 8 9 7 36.6 -45.8 9 8 36.3 -45.0 16 7 35.1 -42.7 16 8 34.7 -41.9 18 7 34.8 -42.0 18 8 34.4 37.0 -41.3 -46.2 8 7 19 37.4 -46.9 8 8 9 7 37.1 -46.3 9 8 36.7 -45.6 16 7 35.5 -43.1 16 8 35.1 -42.4 18 7 35.2 -42.5 18 8 34.8 37.4 -41.8 -46.7 8 7 2U 37.8 -47.4 8 8 9 7 37.5 -46.8 9 8 37.1 -46.1 16 7 35.9 -43.6 16 8 35.5 742.9 18 7 35.5 -43.0 18 8 35.2 37.8 1 -42.2 -47.2 8 7 21 38.2 -47.9 8 8 9 7 37.8 -47.3 9 8 37.5 -46.5 16 7 36.2 -44.1 16 8 35.9 -43.3 18 7 35.9 -43.4 18 8 35.5 38.2 -42.7 -47.7 8 7 38.6 -48.4 8 8 9 7 38.2 -47.7 9 8 37.8 -47.0 16 7 36.6 -44.5 16 8 36.2 -43.7 18 7 36.3 -43.8 18 8 1 35.9 38.5 -43.1 -48.1 8 7 23 38.9 -48.9 8 8 9 7 38.6 -48.2 9 8 38.2 -47.4 16 7 36.9 -44.9 16 8 36.6 -44.2- 18 7 36.6 T -44.2 18 1 8 36.2 38.9 1 -43.5 -48.5 8 7 24 1 39.3 -49.3 8 8 9 7 38.9 -48.6 9 8 38.5 -47.9 16 7 37.3 -45.3 16 8 36.9 -44.6 18 1 7 36.9 -44.6 18 8 36.6 39.2 -43.9 -49.0- 8 7 25 39.6 -49.7 8 8 9 7 39.3 -49.0 9 8 38.9 -48.3 16 7 37.6 45.7 16 8 37.2 -44.9 18 7 37.3 -45.0 18 8 r 36.9 44.3 Notes: 1) 2) 3) 4) 5) 6) 7) Design pressures have been calculated using procedures listed in ASCE 7-10, Chapter 30, Part 1, for Low -Rise Buildings. The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal (ASD) design pressures shown. Pressures have been calculated based on an enclosed building, any roof slope, Risk Category II, residential application. The design pressures assume the entire door's width is in the end zone (zone 5) of the building. Most garage door openings will no be located completely in zone 5. Therefore individual o, Ra•" calculations will result in lower pressures. Ln `4 For mean roof heights less than 15', use 15' pressures. N This Table is only to be used in conjunction with Amarr Garage Doors. a ,« 165 Carriage Court • Winston-Salem, North Carolina 27105 Phone (336) 744-5100 • Fax (336) 744-5815 www.amarr.com LU E e • A CL aQ ; V a v - E +; v w . r � N LU E2 _" F L I— FL " ■arrs*. /�_ J® y .S MIAMbDiADE MIAIIII DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mIamidadLeoy/eeoaomv 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 constructio%materia6 Tki. documentation submitted has been reviewed and accepted by Miami -Dade County RER-Produci'Cpi1tr41 Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction ( F4 This NOA shall not be valid after the expiration date stated below. The Miami -Dade County PrW%4Control gection (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right tl bave this Product or material tested for quality assurance purposes. If this product or material fails to perform in %%scApted mannei.pthe manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modiJ�*a puspen�We Ue of such product or material within their jurisdiction. RER reserves the right to revoke this acce} 1vg,'if it isadeteMined by Miami -Dade County Product Control Section that this product or material fails to meet rha requlremenV of the applicable building code. ' ' This product is approved as described herein, and has been designed to comply with the Florida Building Coje,• •. 0 including the High Velocity Hurricane Zone. •..' ; • DESCRIPTION: Model 950 Heritage & 655 0009 2000 Steel Sectional Garage Door up to 16'-0" Wide (DP +45.8,49.3 PSI) APPROVAL DOCUMENT: Drawing IRC -9516-169-26, title "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, u anis", sheets lthrough 3 of 3, dated 03/14/2003, with revision C dated 02/04/2013, prepared by Amarr Garage Doors, signed and sealed by Tomas L. Shelmerdine, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 12-0228.14 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. MIAMI•DADE COUNTY 0000 � 61,09011io;, NOA No 13-0503.08 Expiration Approval Date: August 8, 2013 Page 1 0000.. . 0000.. .....i 0 0 0000. . 0000.. .0.0.0 60.00. 0000.. Amarr Gara eg Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC -9516-169-26, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA)1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets Ithrough 3 of �, dated 03/14/2003, with revision C dated 02/04/2013, prepared by Aman Garage Doors, signed and sealed by Thomas L. Shclmerdine, F.E. B. TESTS 1. Test report on Evaluation of Painted or Coated Specimens Subjected to 12ormlive • Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testing, ldq., Test Report No. C5463.01-106-18, dated 04/03/2013, signed and sealed by d3;.r.'.. Hartni'an,'P!E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TA$ 42-94 2) Large Missile Impact Test per FBC, TAS 201-94 0000400 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94o:::: • • 4) Tensile Test per ASTM E8 • • • • 5) Forced Entry Resistance Test per FBC, TAS 202-9,t • •; • along with marked -up drawings and installation diagram of 9'x 7",24 gli steel�arags door Model 950, prepared by American Test Lab, Inc., Test Report No. ATLNfrV05.0VMt,' dated 04/02/2013 and 06/13/2013, signed and sealed by David W. Johnson, AR. :000 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 along with marked -up drawings and installation diagram of 9'x 7' 24 ga Model 950D Heritage with Durasafe, 24 ga Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test Report No. ATL 0311.01-03R, dated 06/22/2006, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 08-0718.03" C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 04/11/2013, signed and sealed by Thomas L. Shelmerdine, P.E. 2. Anchor calculations prepared by Structural Solutions, P.A., dated 02/09/2012, signed and sealed by Thomas L. Shehnerdine, P.E. "'Submitted uuderNOA # 08-0718.03" 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 confo aa2013,sign d no financial interest issued by Structural Solutions, PA., dated d sealed by Tomas . Shelmerdine, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No 13-0503.08 Expiration Date: September 4, 2018 Approval Date: August 8, 2013 E-1 W W SALL T 16 GA DID CAP SDMSTEEL HINOUCANE TIP FIXTULER RES ROLV/3' NRI STEN ADJUSTABLE ROLLER ATT00" V/ (M I/• 12 GA. DAM CDIDffRML MOLT a MIT ora mm NA GA GALV. STEEL END STAE 5/16• x 1 S/8' LAS ,$IPPUED BY RSOI.fERI ATTACHED WITH (7) mG-L-L� m DCAs SROs AND (B7\THE T13P AND lA 20 GA CENTER STILES 75G -L -LSC A7 DRUGS PAIL Y ANN.BIEO. 7RALK STEE TRACNC TFD001ES4 w S 1/2'H X !8 tip, tY COIL VERTICAL JAMB 71ro t R -Tram SOUTHERN OW 001 2 Oft BETTER) TRACK MOUNTING DETAIL N.T.B. jAX7 C THICK Y 16 TA END LAP MOH TOP AND mm FOITIIR6 21 OIL {IDN F)CH7OOR Stmt x/BAXEO CI PDU'E91FR FUM LE STIFTENERS m AM IN HINGE HaLow TOP SECTION MY O TYPICAL ST! N.TS (TABLE D ON PATO 3 STRUT SPACRIG FLAG BRACKET ATTACKED TO WOOD MG BDL X 1-3/0' LAD DOLTS AND m AT IFdS LOCA71tRB1pL W 4 1 1 1RlIf (J S' DIA x TS I)SA t-S'A AD GM A 7 .MLS T EA MR 12 t1A GALK ATOtlL1® W/M 4•-20 dAt18XM TRACK BwICE 90L a Nur G'8' UP TO 14' TALL REFERFO2 mSTIE PLAnE CEIRHTS . 16'-0' NWI 13 146A DORASAFE ROLLER INSIDE ELEVATION CARRIERS ATTAt32D m R -TRUSS N.T.S. V/ GD T.4' x W4' LEX 14 O% DIRtASAFE HEAD SCREWS PER CARRIER END HINGE ATTA040 2' m SALE STUX V/ t2) 1/4' x 3/4• "a WAD SCaVS HURFUCANE ROLLER TWO(E) ROWS or 140A BURASAFE THREE THLS ROLLER CN"DERS ATTW= EtBL EE SD. INCHES TO END STILE V/ C♦) T.4• x 3/4• ... HEX HEM SCREWS PER CARRIER NA GA GALV. STEEL END STAE 5/16• x 1 S/8' LAS ,$IPPUED BY RSOI.fERI ATTACHED WITH (7) mG-L-L� m DCAs SROs AND (B7\THE T13P AND lA 20 GA CENTER STILES 75G -L -LSC A7 DRUGS PAIL Y ANN.BIEO. 7RALK STEE TRACNC TFD001ES4 w S 1/2'H X !8 tip, tY COIL VERTICAL JAMB 71ro t R -Tram SOUTHERN OW 001 2 Oft BETTER) TRACK MOUNTING DETAIL N.T.B. jAX7 C THICK Y 16 TA END LAP MOH TOP AND mm FOITIIR6 21 OIL {IDN F)CH7OOR Stmt x/BAXEO CI PDU'E91FR FUM LE STIFTENERS m AM IN HINGE HaLow TOP SECTION MY O TYPICAL ST! N.TS (TABLE D ON PATO 3 STRUT SPACRIG FLAG BRACKET ATTACKED TO WOOD MG BDL X 1-3/0' LAD DOLTS AND m AT IFdS LOCA71tRB1pL W 4 1 1 1RlIf (J S' DIA x TS I)SA t-S'A AD GM A 7 .MLS T EA MR 12 t1A GALK ATOtlL1® W/M 4•-20 dAt18XM TRACK BwICE 90L a Nur G'8' UP TO 14' TALL my I Otlt>PDOR DF man IBM IST CONT. STEEL RET A kf1N8407A�F8'.IOSBi&Fb9� W�11/OB Sts V/ BOTTOM SEAL 8 UDIMID1002om tvapt me SES DNTDET 041 A -A DE MEWL C A®S008A98A MO1 07/01/13108MAX SIZE toLOA Eg00u1gQ8mDE g SH0 -1.45.8 PSF °°��� •�tiENS Fip ���" Aee NO 3• 0�p -45.3 PSF $' 00485 9 •�• _ d - ,Qr STATEyOF �: O't, H NACT BEHIND AND em1� Fnn tarscE rvsstE RESIST e.o •iPG OP' ♦ ' °4S�� .ORS. °°OiesoOW�'1�\s000 • ••; YISSLE �L i :LARGF. •tIV .-Atj P SISTANT • i • . i 183 CARRIAGE OQORT V86TUN-SALEN, NA BAGS V W.A1M7aa BOTTO7 BRACKET NO= 950 31BSETA68 26 GA) lam am 13 mL T= ATTAtJ® V MOlm4 885 OA6 SOM3flTT (84 (SA) 3000. "090 9H W. IM.. FL1AH. AIS OA% 8D . PAW . i • • • i • •. • . • ... Sff of DLI DAIS 0)/17/03 mM&89A308 :AL BOTTOM BRACKET 4 • . i •. . • • • 8IQ= 9 AXE I OAR 03/14/03 SRC -9516-169 i. i • • • • • i' SEES 1 a 3 • SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK. FROM THE TRACK 7HE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECErM MAXIMUM DESIGN LOADS OF: +36&4 LBS/FT & -384.4 LBS/FT 3. DOOR AND HARDWARE WILL BE DESItNM MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.0216) MON. EXTERIOR SKIN ROLLED FORMED, W/ BAKED ON POLYESTER FINISH & DOORS UPTO iO• HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 6 1/2' R—TRUSS PER SECTION & (2) 3' 2OGA STRUTS AT BOTTOM SECTION 6. DOORS OVER (4) SEC71ONS REFER 70 TABLES 1 AND 2 ON PAGE 3 S SHALL BE DESIGNED JEER FOR WIND LOADS ION TO 07HER LOADINGS. ANUFACTURFR TO DO TESTING 3O2 PANELS UNDER THIS OF 2 SPECIMENS SHALL BE ESTED ACCORGM TO AS7M LAB SELECTED AND PAID BY HS. 4 TRIES A YEAR, THE OFFICE. A COPY OF THE IAT THE SPECIMENS WERE 'ACTURER PRODUCTION ME14T'FROM THE IH YIELD STRENGTH OF TO MAKE DOOR PANELS FOR ACCEPTANCE. INTERIOR OF GARAGE —.4 MAX. WIDTH 18'o" �+ DESIN LOADS +366.4 LBS/FT SEE NOTE 2 —384.4 LBS/FT 3/16= 7I 3• LAG SCREWS ST TNG 6• FREN ENDS THEN 12' MG 1/E' EMEMOM P Y A HER .At _IAMB ATTACURCIJT TO 2.iL�9 PST C[AM01 HI.TI KVIK BOLT 3/8• X 4' STARifNG 6• FImM ENBS YHEN ib• OG GI 3/2'618EDNE717) H1LTI SLEEVE ANCHM 3/8'X2 -3/Y STARTSNG 6• FR@7 EOIDS THER 12' D.C. 0 1/4' EftEW XT) ITVIRANSET RECHEO tIR17-8G[.T) 3/6' X 4• STARTING b' FRON f?10.4. Tirol: W OG (2 1/i` EMBEDMENT) P X b VFRTTGAL AMO ATT' CHIMIT TO RM LOW C-90 BLOCK SINPSDN 1/4• X 3• TrMN SCREWS STARTING 6• FRUM ENDS, USE PAIRS OF FASTENERS FASTMEN RS CJ' APART) AT 8. OG 0 1/4• EMBEDNENT> P Y 6 VERTICAL .TOMB ATTACMNEMT Til GROUTED C-90�IOCK (2080 PSI IN HILTI SLEEVE ANCHOR 3/8• X 2-3/7) STARTING -MOCK ENDS THEN 14' U1: 4 1/4• EMSEDMENT) GNL USE FASTENERS FOM C-90 BLOW ULAGS AND BOLTS CAN HE _ TO - A FLUSH MDUNTOM SURFACE. ■PREPARATION CI' VODD BY OTH 'Woo CONCRETEIMUTSTRUCTURE • • • •�• s v2•�55r31a• MIN HIM 4•' D TYP. JAMB - 31 NIN • • • i• • ••• • • • ••• • _ • PROWIC:'>itRV� �eoRyfyLtg •irll�e flo(lit Hx181�aeiJab 9Bii R O 1 BBu 40C � 1RC-65,016-N1B69-26I sm 2IF3 M1�J7D�WBirffi�&RB OBjU/L41 Sa 911®100cm 1DfIn1 WC KODSIUDTDtA11DI8T20N 87/BI/D BR mAx SUE OA PSF PWMt.i OaepO�� �$ 0,m �P.•�GEros • %, o0048 2 � m ���JJ,•�jyf' �we ARGE MDSSLE S7A7EjOF a ' IMPACT ouP,�•• R� QQ;; �e� RmsTANCE F°8p�•e`S,S%�ONA4�`a JJ8JJJItBtBt ��,,,L��ff 1� ea us cAmem mm wamom-awX NL 9MS vwrJilABR.t•I 9Bii R O 1 BBu 40C � 1RC-65,016-N1B69-26I sm 2IF3 T DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP A I B C D E F I G H I T T 4112" 7" 17112" 38112" 591/2" - - 761/2" 9 3" 14" 27" 38" 46" 56° 68° 78' 88" 100° 8' 41//2' 7" 1171112" 531//22' 1/22b" 112° 44";7" �7y1 �3p51//q" y8{8( v 9' 41/2" 7" 141/Z'32112" 501/2" 68112" 861/2" 100112" �2".1(° Em 17,72". 351 "MEum ME =2 = 10' 4112" 7" 171/2' 381/2" 591/2" 771/2" 951/2" 1121/2" 4 �5{6�° �8p8" g173,V AAA 4f?.. ;v!ftl. .Y�7. 7F�° }_., iW!;,- ". NSX: �"i -!2"l`,!:},'l*Tt� 80 11' 41/2" 7" 17112" 351/2" 53 1/2" 71 112" 89112" 1071!2" 1241/2" 12' 4112" 7" 171/2"381/2"591/2"801/2"1011/2"119112" 1361/2" 13' 4112" 7' 17 1/2" 38112" 591/2' 77112" 951/2" 113 112" 131 1/2" 1481/2" 14' 4112" 7" 17112"38112"591/2-801/2-1011/2-1221/2-11431_ 1601/2" TABLE 3 DOOR TRACK ATTACHMENT SPLICE Bem— M N S T 3" 14° 27" 38" 46" Fib" 68" 76" 8' 3" 19 27" 38" 46" 56" 68" 78" 88" 2E 9 3" 14" 27" 38" 46" 56° 68° 78' 88" 100° 10' 3 14 2T' 38 46" 56" 68" 78" 88' 100" 112" 44";7" 11' 3" 14' 27° 38' 46" 56" 68" 78" 88" 100' 11TI 124" AN�'"$:: 12' 3" 14" 27° 38" 46" 56° 68" 78" 88" 100" 110-1122- 1 136" 3" 14" 27' 38" 48" 788" 88° 1000' 1/1�4p° 122" 148" a13' :. �O_>" v: ,3" _14"....27"::3.". �5{6�° �8p8" g173,V AAA 4f?.. ;v!ftl. .Y�7. 7F�° }_., iW!;,- ". NSX: �"i -!2"l`,!:},'l*Tt� 14' 3" 14" 27' 38" 46" 56" 68° 78° 88" 100" 114"122"13-V 146" 160° AL1. TRACK ATTACHMENT SPACING +/— 2" ALLOWED WITH SW NO.2 OR BETTER ONLY TABLE 4 TABLE 2 Swum t— � DOOR SECTION HEIGHTS 20 am an em 2m HEIGHT Bt rtl ;Ki #4 ;?/6 #7 8 .._. a ..._. m m 2" " � cw On) o"2" cma 0 ffi1 .m SmUmm 1 to � 6° IV I calf ma a low ICK lly A N&OKi A20DP84M�.6>ffi9ni OOB%8/OB $1 e mwv m= m/te/If on C IA=Mffvmusm 01mm- MAX Sm 81811 OEM o°°e�°leeSNF(q,°I°j's�� +45,8 PSF –49.3 PSF 04857 • 'Z 'z LARGE Mnss� STATE aWACT – RESISTANCE a�e0R\�p'���O�a 3 Allwl.rr mi • • •OR== Go= moss -six. = � w Mma t ISODBL 950 HIMMAGM (Sa GA) 1000. 8000 .917 - MWOSI. 558 OAS SE0 WGHTT (PA GAJ 1000. 00 SHORT. LORG. PLUSH, AND OAS SUMMIT PANELS .,m • • • • • $a I mm By aw I BE ol/Q/w Cllr Hwa yrs s B I (SMBr AEJ ION E-9516-169-26 • _ 9fET J ff S • ••••• • • ••• • •••••