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WS-14-917Miami 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 1 APR 8 0 2014 FBC 20 L' Permit No. Master Permit No.k'o 14 9 Permit Type BUILDING ____= ROOFING JOB ADDRESS: (30 1%3 LC/ 5 City: Miami Shores County: Miami Dade Zip: 3 3 I St Folio/Parcel #: 1 (— 1 01 " 01 Ce ~ 00 Is the Building Historically Designated: Yes NO %./--- Flood Zone: OWNER: Name (Fee Simple T i tleholder) ?I LLE � ✓ 1��Z A'^' 1J Address: NT Vv i City: M 1� I S ne State: Phone #: [ % 446 ' 6 °31 Zip: 3) /3t Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: ALLIED DOORS S Phone #q 7' -C:1 (fa, 855v Address: ` 57 SW 6---C1--- — City: PO M PA nl b � -1- State: re--- zip: 33 06 0 Qualifier Name: —11 Phone #: State Certificatio4$( rRegistrattion #: 03C-- o 3 ) 13 II Certificate of Competency #_ / Contact Phone#: 7 q` eDk >(5?5?) Email Address: f i iltl (Q I II Cci — et o i + S, C o le DESIGNER: Architect/Engineer: 1,--�/°. Value of Work for this Permit: $ Type of Work: DAddition DAlteration DesAption of Work: EPA. Hr AEI 1 A DE Co i a- tPACU- \j- -' Color thru tile: Phone #: 1St .— Square/Linear Footage of Work: (03 ❑New Rep ❑Demolition E �lsTi nl G 9X.7 //4 C -i l)ooa? * * ** x+ x***** **** ******* ***** ************ Fees***** ******* ************* * * * * * * * * * * * * * * * * * ** Submittal Fee '? Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ CO /CC $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 711._ b c� 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDTTIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent Contractor The foregoing instrument was acknowledged beforern3e this The foregoing instrument was acknowledged before me this-'24 day of 2 , 20 OA , by 93 e t I 1 LcE' day of A :1 , 2014 , by—Pe-WIN IS RO N'1 tot—i LL who is pews ,onatly, known to mg or who has produced As identification and who did take an oath. NOTARY PUBLIC: Si Print: "ire 2 My Commission Expires HENRY RAMI MY COMMISSIONS FFF1102369 IRES: March Bonded Public Bra APPROVED BY who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: tv re Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) My Commission Exp ,, HENRY RAMIREZ fit MY COMMISSION S FF 102369 EXPIRES: March ://40 4 Bonded Do Notary Public Underorrders ViletdobaleMitlig Zoning Clerk STATtOF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL RE TION t 4: I) CriSTRDCTION INDUSTRY LICENSING BOARD ilAt4=1.3113NONR011 STREET rr., 32399-0783 r■, (61 POMPANO 13 CH • ticatzpzi, INd FL 360.0,4909 jilt" 000' ',9V1*,iti itti 1650.5**OU ble00,.i.00;.00.0***n It 4#10,00100n ii a :tilbOtsod'');i*e7tskpa,ttrn'etit of Boslno**:i#'PiofeOStpt*R*I*#•':' Our pro '; arohitec$ from,,,, 1 `,441t,tioyete',Oupillit„*0-010-$(. Ieop•,Florild:#iae'con!ti,ittivng, -, ':.. .1.14i,4ta6o00.10*,i00,.'ih0,)00 ip, *44.40 4401**qh,le r*10, 4P4,PPP ! For our 00004:01 1004ttE*44i:l 000108nsappm There y . u Ei, flOC vottitrormetionatotour d46100s, On ,0*,749(, ugnsluwt 1WeOt k*hetiibete:ceeertmehthe*eletteteaht-leeruhore ! about the ...DETR: ' rit4,101#040/..g. ' .. �irrria4ton t io..*1.001,,i0000t lit.:VOitiqegfflok8y..'i. R.,94449,,, .,!, , . . ,p- iti ' ' ..':ii'ito sOf#0:Yciurbel*i'sbil(lat.Y0:40-,00-04,YPPrPusY,Plelst. . , ..:.. on tt., ildoingyhtlillftetreltlftetiOei,eed-cohg*IetOtihtertyeurinewt qe epee!, . , (850) 487-1395 -MIS DOCUMENT HAS A COLORED BACKGROUND MICHOPHINTING LINEMARK"' PATENTED PAPER „ . • ' * . .0 Jo ,t' O. r. .f..' .•:-11. . ' et ,4 N.V..4 i:,:geit I:. i Ai . e‘,,, ,. ileb:IFTE, i • "A, • ., . i.V.:1 ',-; 6, , ' 1 , t1''. .1,,,,,,l., it44.`i , ii :. 0 q k: im, ,x.',/,:lo, s , ...,,p.p tsisAvh. DATE BATCH NUMBER it • 115 S. Andrews Ave., Rrn.'A- 100`Ft. Lauderdale, FL 33301-1895 — 954- 831 -4000 VALID OC OBER 1,2013 THROUGH SEPTEMBER 30, 2014 ©ine :AL 8ueint�s Name: LZ.ED DOORS SOUTH FL INC Chomr0kOmeommtm M ROMANP Buainese Location: 151 SW 5 CT PIANO BRACH Badness Phone: 942 -8551 ReceInt; :184- 1588g61 Business T ORAL CONTRACTOR (BUI FPs' *Corner: >. Business: Opened :10/01/ 1993 State!County1Cert/Reg :CSC0 33137 Exemption Code: Professionals Tax Amount Transfer Fee r ° [ � s .. ..: , Collection Cost Total Paid 27:00 0.00 0.00 27.0 0 THIS RECEPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE. OF BUSINESS Melling Address: ALLIED DOORS -SOUTH FL INC 151 SW 5 CT POMPANO B5A , FL 33050 This tax h levied for the privilege of doing businese within Broward County and is non - regulatory in. naturist. You must meet all County and/or Municipality plannlg and zoning requirements. This Business Tax Receipt must be transferred when the busing Is sold, business name has changed or you have moved the business location This reoelpt does not indicate that the business is legal or that • it is in compliance with State or local laWs and regulations. Receipt #138 -12- 00011191 Paid 08/05/203.3 27.00 2013 - 2014 05/06/2014 11:49 9549428588 ALLIED DOORS ACCORD- OF LIABILITY INSURANCE PAGE 01 DATE fMM►DDIVYYY) 8/8/2014 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(lets) 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 endorbeMent(s). PRODUCER Commercial Lines - (561) 368 -2777 Wells Fargo Insurance Services USA, Inc. 2255 Glades Road, Suite 420A Boca Raton, FL 33431-8509 N-, Cindi Hankins NAME: : PNON€ 561 - 226 -6154 A EE M' ILO ) ADDR0ss• CIndLhankins©wellefarg0,com I FAX No 561- 226 -3581 'wog Ra) AFFORDING COVERAGE iNnURERA: Colony insurance Company INSURED Allied Doors South Florida, LLC 151 S. W. 5th Court Pompano Beach FL 33060 INSURER 9 INSURER INSURER D; INSURER E ; INSURER F t NAM 0 39993 COVERAGES CERTIFICATE NUMBER: 7694253 REVISION NUMBER: See below THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NoT'MTHSTANDING 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 DI_SCRIHED HEREIN IS SUBJECT TO ALL THE TERMS, �gEXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, LTR 'TYPE OF INSURANCE XIShEICIlgrr POLICY EFF POSY UtF°T UNITS pm Wye POLICY NUMBER tMNUDO/YYYY1 jMM/OR I A X C0MMERI2AL GENERAL LIABILITY _ CLAIM$•MADS n OCCUR $0Ooductele GEN'L AGGREGATE LIMITAPPLIES PER; POLICY ©JECOT LOC OX BR; AUTOMOBILE UABIUTY ANY AUTD ALL OWNED AUTOS HIRED AUTOS UMBRELLA LIAR EXCESS LIAR 1030L000072600 8/30/2013 8/30/2014 EACH OCCURRENCE -DAME TO RENTED PREMIS,E3 jEa,pCSyt@o) MED EXP (My ono parson) PERSONALS, ADV INJURY GENERAL AGGREGATE $ 1,000,000 $ 100,000 $ 5,000 1,000,400 3 2,000,000 PRODUCTS • COMP /OP AGG 9 2,000,000 AUTOSULEO NON -OWNED AUTOS COMBINED SINIM.E LIMIT (Ea eaetdent) BODILY INJURY (Par Roman) $ S 9 BODILY INJURY (Per ambient) $ PROPERTY DAMAGE g OCCUR CLAIMS-MADE DIED I 1 RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIA6ILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YE OFFICER/MEMBER EXCLUDED, (Mandatory in NN) 1t deeerIbe under DESCRIPTION OF OPERATIONS below S EACH OCCURRENCE AGGREGATE N/A TAM ER EL. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ E,L, DISEASE • POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Addllenai Remarks Schedule, may be attached it more •pose le required) RE :State of FL Dept. of Business Contractor's License #CBC033137 Garage 1:100tS and openers installation Certificate holder Is named as additional insured as it relates to general liability per the attached policy forms. Waiver of Subrogation Is granted as It relates to general liability per the attached policy form, Excess Liability follows form as It relates to additional insureds, The above coverage is Prlrnary & Non - Contributory where required by written contract CERTIFICATE HOLDER VILLAGE OF MIAMI SHORES ATTN: BLDG&ZONING DEPT, 10050 NE 2ND AVENUE MIAMI SHORES FL 33138 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AUTHORIZED R$PR$$$INTATNE ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD A 1988 -2014 ACORD CORPORATION. All rights reserved. Ns a vtINKIn nil.c...0111701tOlf 70001401eeued an araar O14j ■ A�'GRb® CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 4/30/2014 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 Risk Management Underwriters, Inc. 1420 Kensington Road Suite 114 Oak Brook IL 60523 _ CONTACT NAME: PHONE 630- 928 -4700 FAX 630 -586 -8712 (rc, No, wC, No) ADDRESS, RMUSolutions©RMUSolutions.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A :Technology Insurance Co 42376 INSURED Cohesive Networks, Inc Alt. Empl: Herd Enterprises, Inc dba Broward Factory ServiceBFS Tampa FL 33629 INSURER B : INSURER C : INSURER D $ INSURER E : $ INSURER F : 1816476415 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. NOT)MTHSTANDING 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 LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POUCY NUMBER POUCY EFF jMM/DD/YYYY)_(MMIDD/YYYYL POLICY EXP LIMITS COMMERCIAL GENERAL UABIUTY EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES (Ea occurrence) $ CLAIMS -MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GE 'L AGGREGATE POLICY OTHER: LIMIT APPLIES PRO JECT PER: LOC PRODUCTS - COMP /OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO AFL QSWNED HIRED AUTOS SCHEDULED NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA UAB EXCESS LIAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YNN OFFICER/MEMBER EXCLUDED? /A (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N N TWC3395799 1/1/2014 1/1/2015 X PER OT ER E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $1,000,000 E.L. DISEASE - POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached H more space Is required) Allied Doors South Florida, LLC 151 SW 5th Court,Pompano Beach, FL, 33060 - Client #63594 State of Florida Department of Business Contractor's License #CBC033137 Garage Doors and Garage Doors Openers Installation — Service LDER CANCELLATION Village of Miami Shores 10050 NE 2nd Ave 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 ACORD 25 (2014/01) ©1988 -2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD rricikCit ..... • • ...• • •. .. . • • • . • • • ..• • • . • • .••• • •••• •• •• • • • • • • •. • ••• It* • •• •• •. •••• • • 7CPC.-/E--- e vsT o.1 6 61)C1 9711- G Pr Ge 0 f a- c e)- a-Tsrtb3 1 R ?leessQtze-s; I-36; 3 y�l, o • • • •••• • •••• •' •• • • • • •••• • • • Miami Shores Village APPROVED BY DATE ZONING DEPT 0 ri�dr BLDG LDG DEPT SUBJECT TO COMPUANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS P,ECEIVED f / 12014 ti o WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS 2010 FLORIDA BUILDING CODE DADE COUNTY FLORIDA 175 MPH EXPOSURE C Door Wk.stirs Door Mean Roof Design Pressure Door Door 8 7 35.6 -44. 9 7 Negative 35.3 -44.0. -__? 35.2 15 33.841 8 18 7 43.5- -40.4 8 7 8 36.1 -45.3 9 7 8 35.7 -44.6 16 7 16 34.2 -41.6 18 7 8 33.9 -41 :0 8 7 8 36.5 -45.9 9 7 8 36.2 -45.2 16 7 17 34.7 -42.1 18 7 8 34.3 -41.5 8 7 8 37.0 -46.4 9 7 8 36.6 -45.8 16 7 18 35.1 -42.7 18 7 8 34.8 -42.0 8 7 8 37.4 -46.9 9 7 8 37.1 -46.3 16 7 19 35.5 -43.1 18 7 8 35.2 -42.5 8 7 8 37.8 -47.4 9 7 8 37.5 -48.8 16 7 20 35.9 -43.6 18 7 8 35.5 -43.0 8 7 8 38.2 -47.9 9 7 8 37.8 -47.3 16 7 21 36.2 -44.1 18 7 8 35.9 -43.4 8 7 8 38.6 -48.4 8 7 8 38.2 -47.7 16 7 8 36.6 -44.5 18 7 8 36.3 -43.8 8 7 8 38.9 -48.9 9 7 8 38.6 -48.2 16 7 23 36.9 -44.9 18 7 8 36.6 -44.2 8 7 8 39.3 -49.3 9 7 8 38.9 -48.6 16 7 24 37.3 -45.3 18 7 8 36.9 -44.6 8 7 8 39.6 -49.7 9 7 8 39.3 -49.0 18 7 25 37.6 -45.7 18 7 8 37.3 -45.0 Notes: 1) 2) 3) 4) 5) 6) 7) EXPOSURE C Mean Design Pressure Door Door Roof Width Height Height Positive Negative 8 15 35.2 44.0 j16 8 34.9 -43.4 8 33.4 -40.4 18 8 33.1 -39.7 8 8 35.7 -44.6 9 8 35.4 -43.9 16 8 16 33.9 -40.9 18 8 33.6 -40.3 8 8 36.2 -45.1 9 8 35.8 -44.5 16 8 17 34.3 -41.4 18 8 34.0 -40.8 8 8 36.8 -45.7 9 8 36.3 -45.0 16 8 18 34.7 -41.9 18 8 34.4 -41.3 8 8 37.0 -46.2 9 8 36.7 -45.6 16 8 19 35.1 -42.4 18 8 34.8 -41.8 8 8 37.4 -46.7 9 8 37.1 -46.1 16 8 20 35.5 -42.9 18 8 35.2 -42.2 8 8 37.8 -47.2 9 8 37.5 -46.5 16 8 21 35.9 -43.3 18 8 35.5 -42.7 8 8 38.2 -47.7 9 8 37.8 -47.0 16 8 36.2 -43.7 18 8 35.9 -43.1 8 8 38.5 -48.1 9 8 38.2 -47.4 16 8 23 36.6 -44.2 18 8 36.2 -43.5 8 8 38.9 -48.5 9 8 38.5 -47.9 16 8 24 36.9 -44.6 18 8 36.6 -43.9 8 8 39.2 -49.0 9 8 38.9 -48.3 16 8 25 37.2 -44.9 18 8 36.9 -44.3 Door. Width 8 9 18 8 9:- 16 '? 18 8 GARAGE DOORS EXPOSURE t0 •,; Mean Door Roof Height Height 7: Design: re**44:: De81 §rr Pressure Positive 42.7 Negative -53.4 18 8 9 16 18 8 9 • 16 -: • 18 8 9. 16 18 9 16 18? 16 24' 16 7 18 7 42.8 41.0 40.6 43,7 43.3; 41.4 -. 41.1 ;? 44.1 43.7 41,5 '44,6 42:3 41,9 45.0 44.6= 42.7" 42,3 45.4 45.0 '43.1' "? 42.7 45.8 45.4 4.: 430 46.1 45.7. . 43.8 r:4 5.5 43.7 46.8 46.4 . 44.5 472 44.8 !; 44.4 -49,1 -54.8 54:1.:: -49,6 -55.4 40.9 -50.2 55,9 a 51.4 50,7 :< -,5 -9 - 51,1..: -52.4 -51.6 56,7' -523 +; .0 a: _53.3 -57 :6 53.3 x5.9,2 -58.4 ,4 6 6 40.2! 43:2 424 40:8 43.7': 43.3? 41.4 411 44.1 43.7' 412.' 44.5'. 4213 41.9 44:9. . 44 :5>.. 42 45.3 44:9' 42.6 45.3 43.3. 42,9 46.0` 43.7: 43,3. 46!0 44.0' 43:6 46,3 54.0':;1 - 53.2:L,' - 48.8`;! -49:3: 45.1 .6 498;fr; 45.6!; 8: -51.0 50:3::;: -56.9 is 50,7: 56.6:;; 55.8?. .9 47:0 56,2 >: 3. x7.5',''' - 52.8: - 52:0' > :, -57.8, - 523''x:: 58.3::: - 57.5 -53.5 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 11, residential application. The design pressure] assu}n19 ttantre gdbj's is iR the end zone (zone 5) of the building. .0 Most garage door openings WA not Abe located completely in zone 5. Therefore individual o, c iv calculations will resuIfig lownr'g4sites: :: •; •. For mean roof heights •less a 15 ,S.*e 191 preSsutes! • This Table is only to be used in conjunction with Arnarr Garage Doors. • ••• • • ••• • • • • • • •• • • ••• • • • • • • • • • • • • • • • • • 16,CarriegalCcert •Wiwston- Salem, North Carolina 27105 •. • ... Phone (316)5 (05100 • Fax (336) 744-5815 www.amarr.com • • • • • • •• • •••••• • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • ••• • • N � N se ®,,se ®serer® =Z o• . caA 000000 •�- ya F+,• N' 857 c Ooo .i tg -.QQ e /F® t �1 �ocr:�p .L"I O� • a � 9 STATE OF �•,� § • oQ E2 s".°A∎'•....0 CRVOP°•m =�� �� �� _. ..•• .C7.� DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Amarr Garage Doors 165 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 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: Model 1200 Heritage & Oak Summit 3000 Steel Sectional Garage Door up to 9'-0" Wide APPROVAL DOCUMENT: Drawing No. IIRC- 1209 - 189-21 -I, titled "Model #1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels", Sheets 1 through 3 of 3, dated 05/08/2007, with revision B dated 12/05 /2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, F.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. •. • • • • • • • • INSPECTIOI':•A copi §hall be provided to the user by the manufacturer or its distributors and shall be available tdt 410c11p:1 at the jpb$itp 0 the request of the Building Official. This NOA revises and renews NOA # 07- 0706.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation ias reined dry Carlos M. Utrera, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.govinerat • • • • • • • • •• • •. • • ••• GliAd. !11'i.' 111.1a.0 APPROVED • • • • • • • • • • • • • • • .•• • • • • • • • • • • ••... • .•• • • • • •• • • • • ;4frifreark • • . • • ...• • NOA No. 12-0228.03 Expiration Date: September 6, 2017 Approval Date: May 3, 2012 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC- 1209 - 189 -21 -I, titled "Model #1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels", Sheets 1 through 3 of 3, dated 05/08/2007, with revision B dated 12/05/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testing, Inc., Test Report # A7420.01- 106 -18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. 2. Test report on Forced Entry Test per FBC, TAS 202 -94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01 -11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 12- 0228.09" "Submitted under NOA # 07- 0706.05" 3. Test report on Large Missile Impact Test per FBC TAS 201, Uniform Static Air Pressure Test per FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS 203 for a 9' x 7' Sectional_Steel =Garage:.Door, prepared by American Test Lab, Inc., Report # ATLNC 0430.01 -07, dated 06/06/2007, signed and sealed by David W. Johnson, P.E. 4. Test report on. Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Test Report # HETI- 07 -T707, dated 05/30/2007, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 02/09/2012, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS.: 1. Test report on Surface Burning Characteristics on the expanded polystyrene UL file # R11812. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by etruct $olgitoris, 'h., dated 04/18/2012, signed and sealed by Tom - L. Shelnidrellnb, P.E.: •: • . •• ••• •• • . . .. • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • •• • • • • • • • • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •• • •• • • • • • • • •• ••• • • • ••• • • E -1 40°11 arlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0228.03 Expiration Date: September 6, 2017 Approval Date: May 3, 2012 • ••• • ••• • • • ••• • • • •• • ••• • •• • • •• • • • 13 GA. GALV. COMMERESAL ATTACHED V/(4) 114 x 3/4 HEX H� BRACKET C) 35/0' X 22 ATTACHED V/ ®'X d/4 e.;;:a:a ^�i;;n HEN HEAD S•CRE•VS•!!!•EEERRR STILE ••• • • • • TYPICAL SDP FI 5URE$ T.S. ••• • • • • • • • S2E RABLE D N PATE 3 POE ,INCIWNEEDIED SWIM ilINFIGIERATION •• ROLLER 2' BALL W/9•' S AND 4/ 1' RETAINER USED FUR THREADED FASTENERS 3 5/8' 8884. R -TRUSS ATTACHED V/ CEO 1/4• 3/4' HEX HEAD SCREWS AT EACH CENTER STILE CENTER MONDE ATTACHED IIEU °• HEAD SCREWS I TYPICAL DURASAFE CENTER HINGE HATS CG) STRUT 1/4'X34• HEX HEAD V/ AT END AND CENTER STILE 2' 10 BALL STEEL ROLLER WY 8TEN A!ID m RETAINER USED H THREADED SHAFTS PER ROLLER 1 3 SEVER= 5/18' x 1 5/8' LAB SCREV CI) PER JAMB BRACICET INSIDE ELEVATION 8.75 CD 2-1/8' X 3-1/8. 1820. BAOCER PLATE AT EACH INTERMEDIATE No DID max TON 8' 10 BALL STEEL ROLLER V/8' STEN AND C) RETAB$R USED FEN TIOEADED SHAFTS PER ROLLER 54 58. MIN EVER= SKIN dBAKED ON POLYESTER FINISH 14 GA. DURASAFE HINGE ATTACHED x MAW WI GO 1/ HEX HEAD °SCREVB ►�I�+±: r.1 ROLLER ATTACHED TO END STILE V/ U) 1/4• x 3/4' HEX HEAD SCREWS PER CANCER 145A. =BAUM ROLLER CARRIER ATTACHED TO R- W C3) 1/4' x 3/4' HEX .1H8 PER CARRIER 3 5/B' 222* R - TRUSS ATTACHED V/ C4) 1/4' x 3/4' HU HEAD SCREWS SLIDE LUCK EN5ASES INTO VERTICAL TRACK ON BOTH 84E3 5/8' ION CSNAP LAM DR 1.312 DAR OPTIONAL) ATTACH V /CR) 1/4' x 3/49EX HEAD SCREWS 44 =KIWI& FIXTURE ATTACHED W/<4) 1/4' x 3/4• HEX HEAD SCREWS AT EACH END 278.8 IIITADICET ATTACHED W/C2) 1/• A4'Ex � 822.T AND NUTS GAM.V. SNEER. R -TRUSS Y ea QA. ATTACHED IN MINER GF SECTION V/ <D 1/4' x 3/4' HEX HEAD SCREWS AT EACH STILE, ARID C® IN &1Qt SCR MIDWAY BETWEEN max AND 5FIDS1ILE YSMEHE IIMULATICI4 1 LB DENSITY 245.73. U.047 TYPICAL DURASAFE END HINGE. N EAL TYPICAL BOTTIIM BRACKET, N.T.Z. INTERIOR OF GARAGE MAX. ROTH D'O' - - -- -- -111 DESIGN LOADS +26&5 LBS/FT NOTE 2 —303.8 LEIS /FT SEE LIED BY INSTALLER) CO 1/4-20 K 5/2'TRACK SPLICE BO.TJAM BRACKET 5/814 X 22 GA q 5/6• R- TRUSS) TRACK 3' TRACK MOUNTING DETAIL ELMS. ATTACHED 13 GA. WO) 1/4' X 3/4 HEX HEAD SCREWS LARGE MISSILE IMPACT RESISTANT SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR 15 TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE 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 RECEIVES MAXIMUM DESIGN LOADS OF: +255.5 LBS/FT & —303.8 LBS /FT 3. DOOR AND HARDWARE WALL BE DESIGNED. MANUFACTURED ' AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.0218) MIN. EXTERIOR SKIN ROLLED FORMED, W/ BAKED ON POLYESTER FINISH 8. DOORS UPTO 7'0" HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8" R —TRUSS PER SECTION AND (1) 2° 200A STRUT ON THE BOTTOM SECTION 8. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 3 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. 20 GA GALV. STEEL END STILE sF WITH 4 a0. x 1 -r/ & THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF AU. COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE 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 MAIL TO THIS OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 34.600 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE 29 1400. IDWASAEE ROLLER CARRIER ATTACHED TO R -TRUSS HEX HHEADD °SCREW 84• CONE EYtRICAH. JAMB 208 OFF ENO. 2 QC BETTER) ffaraz 3 5448RI X 22 CNA GALV. STEEL R -TRUSS ATTACED C) PER SECTION V/ CO 1/4' x 3/4• FOX HEAD SCREWS AT EACH END STILE, CE AT THE HINGE COCA AND 50 IN BACK SKIN M)D,TAT HE1VEEN RINSE PAD ENOSTI.E EDI CO IS • Of SEC1122 sorrom BRACKET ATTACHED V/ CO) 1.4' x 3/4' HEX HEAD SCREWS SECTION A —A (SIDE VIEW) 8.TS. RID W Iill%'S A 0.225 R OP IBf 8 W22823wRDND DAM ,EIIR1 1116 00 MAX O�G € Al q p.. °. 6' % �r • ft N 14 .771$.1 NO 3040571 S4" 083KN LOADS$ +57.0 PSF : *: :10 ATE 8/.1414" v r : -87.5 P5F ° " s �°° LARGE MSSREs'A . G R O (,IPACT I 6 c.N. IS E 185 ammo MUST 10Q61HY- SALC14 NC. 87103 VwA1dOUDOH MODEL #1200 HERITAGE 3000 MODEL #1200 OAK STJMMIT 3000 SHORT, LONG, nun & OAS SUMMIT PANGS SG AVM BY BIS DAIS 401/07 Au= IMO B MOWN 52 DATE O NO7 IRC- 12114 -189-21-1 8158816 0220.1 L 9EID52iE PE UC la WM SEEP 1 W 3 • ••• • ••• • • • ••• •• • •• • ••• • ••• • • • ••• •••• • • •••• • •• ••• • • • • • • • ••• • • • • • • • • ••• •••• •• •• • • • • ••• •••• • ••• •• •• •••• • • • • • 13 GA FLAG BRACKET ATTACHED TO WOOD JAMB • • • •••• W/ 5/16 DM X 1 -8/8' LAG STS AND TO • • • TRACK W/ (4) 1/4' -E0 x 5/6 TRACK SPLICE • • BOLTS AND NUTS • ••• •••• • •••• • •• • • • ••• •••• • • • • •••• THROUGH A SPUCE TRACKS AT THIS LOCATION W/ (4) 1/4' -20 TRACK SPUCE BOLTS & NUTS SECURE TO JAMB 26121 (3) 8/18' DIA. x 1 -5/8' LAO BOLTS (1) 8/18" 0A x 1-5/8" LAO BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET 12 CA. CALV. STEEL ATTACHED W/ (1) 1/4' -20 x 8/8` TRACK SPUCE BELT & NUT. SEE (TABLE 2) ON PAGE 3 FOR JAMB BRACKET SPACING TRACK CONFIGURATION FOR 8'8` UP TO 14' TALL DOORS WOOD JAMB ATTACHMENT TO STRUCTURE 2 x 6 VERTCCAI J883 ATTACHMENT T8 WRR1D maw .8TR110111•' 8/16' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN I8' B.C. (I 1/2' EMBEDMENT) B X 6 VERTICAL JAMB ATTACHMXNTN 111 PAM PSI rnNrorg HILTI KV8C BOLT 3/8' X 4' STARTING 6' FROM ENDS THEN 24' 0C. (2 1/2' EMBEDMENT) 2221.11 .SLEEVE ANCHOR 3/13' X 2-3/4' STARTING 6 FR@I EMS 711EN 16' D.C. O 1/4' EMBEDMENT) 1TV/RAMSET SAD (1RU- BOLT) N3/8' x 4' STARTING 6' FROM ENDS THEN 24' O.C. (2 1/2' IDABEI 4NT) SIMPSON 1/4' VERTICAL 3' TIITEN =REVS STARTING 6' FROM ENDS, USE PAIRS cc FASTENERS Cr APART) AT B' O.C. O I/2' EMBED/ENT) HILTI 1/4' X 2-3/4' KVIN -CON II+ SCREWS STARTING 6 FROM ENDS, USE PAIRS UP FASTENERS Of APART) AT 8' O.C. O 1/4' EMBEDMENT) B X 6 VERTICAL JA33 ATTACHMENT TO GROUTED C-90 BLOCK (2000 PSI 6R01RL 10LTI SLEEVE A CHAR 3/8' X 2-3/4" STARTING 6' FROM ENDS THEN 20' QC. (1 1/4' EMBEDMENT) CDR. USE FASTENERS- FOR HOLLOW C -90 SLOW SLAGS AND BOLTS CAN BE COUNTERSUNK 70 PROV1DE A FLUSH w1NTING SURFACE. IPREPARATIOR OF vane JAMBS BY OTHERS 881 CBX>•I08 ff 01190 A 800 8 I B tPDADD W F8C 280 98 ogpui p00006 E9� 1188938 ao� �Q: 1 ii '� hyt 2 DESIGN LOADS � +87.0 P3F •'°• *' 7�I�H' ///viI� ....rrrr. IMPACT -e7.s PsF LARGE MISSILE p'��pp 6�?� 88957811 l'isNA�00000 160 CARfi*6E COOT V08T54-OAWI, Ma EOM VVVAIAR.CR MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 SHORT, LONG, FLUSH & OAK SUMMIT PANELS SE 28118' E5 DA: 01/0(01 010184 11018 B mon SIO ea 95/03/6 [RC- 1209- 189 -21-1 MEM 156131.11016126 P &IG86 OXEN 5821 2 CF 3 • • • • • • • • • • • • • • • • TABLE 1 DOOR HEIGHT SECTION HEIGHTS 131m ©0 #4 #5 #8 UM BM Bill 1E51 FBI 111311Eil Iffy374,- 'Hill 18° •18" '8° 18° 18° 18° Eua UV; Etaill Elia MI 1 X18° 18" Fail 13'6"• 18" WV • 1u 8'8 8' 3 °• • •••• 18" MAUI TABLE 2 DOOR HEIGHT 7" 8' 9' TRACK ATTACHMENT A 8 CI ©© G ®00 ©0©© 0I 38° 46" 58" 68" 6?;, 0�0 38° 48" 68° 88" 78" MMOMMEMEMIIMI 0 14° m 38" 48" 56" 68" • 88" INIMEMEIM :I! I 7 f Dim 38° 46° 68° 68° aria? ,. 1 'x 3E 1 p '?R PSY Z t t C a C r r 38° . 48° 66° 68° 78" 88° 100" 110° =III= rr` [ _. I_ ;, 7,1 y: 7 i 1 $ _�i;'��1 �.I A� il O E/ m 38" 46° 58" 68" L1 88° 100" 110" 122° !. ®Eli' Ell 38° 46" 56 "' 68" 0 88° 13 ...,_x. 122"1 D SPLICE 10' 11' 12' 1y 14' 14" m 38° 48" 56" 78° 88" 100° 146" s 76" 88" 100" 112" 124" 136° 148" 180" ALL TRACK ATTACHMENT SPACING + / -2" ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY 881 MODS if FOAMS BALE AT A ISIS0WE 8 031 B 05818110 FBC MAX x 14 DESIGN LOADS +57.0 PSF —07.8 PST 42 rA/ No 0040579 �—r LARf MIS9LE �4 ,..: � OP'"�? � FTmST ,���°%S�OIVA1- e``,p •..xxO111 383 CAM= CMR1 i iNSTIN—SAIR* NC. 0105 WIARMAIRCON MODEL #1200 HERITAGE 3000 MODEL #1200 OAR 3[TMMIT 3000 SHORT, LONG, PLUSH & OAK SUMMIT PANELS s5E B MIE 87 BAC WILE 131/18/07 06110 BY SKI BAN • 1381080 108031 IRC -1209- 189 -21 —I BOOS 1 $L SLIME P.E.111460 50113OT3 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)7564972 Inspection Number: I NSP- 211871 Scheduled Inspection Date: May 30, 2014 Inspector: Rodriguez, Jorge Owner: PILLER, BERTRAND Permit Number: WS -5 -14 -917 Job Address: 130 NW 92 Street Miami Shores, FL 33138- Project <NONE> Contractor: ALLIED DOORS SOUTH FLORIDA INC Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Garage Door Phone Number (786)2464239 Parcel Number 1131010160020 Phone: (954)9424550 Building Department Comments GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 29, 2014 For Inspections please call: (305)762 -4949 Page 6 of 21