No preview available
WS-13-182Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 184980 Permit Number: WS -1 -13 -182 Scheduled Inspection Date: February 28, 2013 Permit Type: Windows /Shutters Inspection Type: Final Owner: HANDAL, MITSOUKO Work Classification: Window /Door Replacement Job Address: 195 NW 96 Street Miami Shores, FL 33150- Inspector: Bruhn, Norman Project: <NONE> Contractor: ACTSYS DOOR SYSTEMS INC. Phone Number Parcel Number 1131010250160 Phone: 305 - 229 -4007 Building Department Comments INSTALL NEW WIND CODE APPROVED GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 27, 2013 For Inspections please call: (305)762 -4949 Page 14 of 35 W A Hw30 H-; _ H =-{ w to "1 r t7 t= CANDO Q.1 r-1N ulmoCn kn x) Z < 0Ut/MUOd ION 00 C D rn zrm H H 0 cn CO > O 7C m H 0 Z Tl H O mZa NIm -0 C) am � H -fro H -I 0 H -n -4 H z SPECIALTY BUILDING CONTRACTOR z zw-1 m .1 N moo{ 3NI SW31SAS NOIIVOO1 / 3VIVN SS3NISf 9 ON Id13031:1 SZ9L£I5 -0£ n r 3 z cn r 0 DD C X-Z1rn Z 77 -I n C) m °aa COoZXr -<I C) pi -I n iv Q m 0 • 921 > 33 Q)ODn D o z m o O C H N Fri Cn O ° n o HIS RECEIPT IS ISSUED AS EVIDENCE OF o m n m PAYMENT FOR YOUR LOCAL BUSINESS TAX 2! OR PERMIT, o z " YOUR- OFFItrIACmRECEIPT WILL BE MAILED E a to •v TO YOU WITHIN 10 DAYS FROM THE o T o N VALIDATION DATE ON THIS RECEIPT, r » RiC5 Payment Received as Certified Above Miami -Dade County Tax Collector N SZLOOSOZO COQ MIAMI -DADE COUNTY TAX COLLECTOR 140 W. Flagler Street Miami, Florida 33130 Please keep your receipt for future reference. 1.bauk you and have a nice day. 2/1/2013 13 0 /226 /001TRAM 0019 -0001 Last Se 001 WI LBT #:30 513762 -5 - Local - Business Tax $175.00 CA $180.00 CHANGE $5.00 MIAMI -DADE COUNTY TAX COLLECTOR LOCAL BUSINESS TAX SECTION 140 W. Hagler St. - 1st Floor Miami, Florida 33130 TEMPORARY RECEIPT 2012 -2013 MUNICIPAL CONTRACTOR TAX -Loca) Business_Tax# 30513767=5""� State /CC # :028S00728 Issued to: ACTSYS DOOR SYSTEMS INC Type of Business: SPECIALTY BUILDING CONTRACTOR SEE BACK OF OFFICIAL RECEIPT FOR NONPARTICIPATING MUNICIPALITIES 492129 -3 BUSINESS NAME / LOCATION ACTSYS DOOR SYSTEMS INC 8370 SW 32 TERR 33155 UNIN DADE COUNTY THIS IS NOT A BILL — DO NOT PAY RENEWAL RECEIPT NO. 513762-5 CC B 02BS00728 OWNER ACTSYS DOOR SYSTEMS INC Sec. Type of Business 1 6 SPECIALTY BUILDING THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 10/26/2012 09010003001 000082.50 SEE OTHER SIDE CONTRACTOR FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 WORKER /S 1 DO NOT FORWARD ACTSYS DOOR SYSTEMS INC SMITH A DAWSON III PRES 8370 SW 32 TERR MIAMI FL 33155 11111111111111111111 M111111111 !111? 11 i 11111111111111? 12/18/2012 13:44 305-740 -0518 ACCEPTANCE INSURANCE SERV Page 48)66 At -t R& CERTIFICATE OF LIABILITY INSURANCE .--- DATE(MMIDDIYYYY) 12/18/12 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 Acceptance Insurance Services 6887 S.W. 40th St. Miami, FL 33155 Phone (305)740 -0515 Fax (305)740 -0518 CONTACT Rene E. Samayoa NAME: (PHc. No. an, (305)740 -0515 ((AA/C an, , No): (305)740 -0518 ADDRESS: rene(o3acceptanceinsservices.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : Amencan Vehicle Insurance Company 10790 INSURED ACTSYS DOOR SYSTEMS, INC. 8370 SW 32 TERRACE MIAMI, FL 33155 (305) 225-6868 INSURER B : Progressive Express 11760 INSURER : 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 TYPE OF INSURANCE IN R WVD POLICY NUMBER (MMIDDYIYYYY) (MMIDDrYYYY) LIMITS A GENERAL LIABILITY 0 COMMERCIAL GENERAL LIABILITY CLAIMS MADE Q OCCUR N N GL- 0504010087 -00 12/152012 - 12/15/2013 EACH OCCURRENCE $ 300,000.00 TO RETED PREMISES (Ea occurrence) $ 100,000.00 MED EXP (Any one person) $ 5,000.00 PERSONAL & ADV INJURY $ 300,000.00 GENERAL AGGREGATE $ 600,000.00 . PRODUCTS - COMPIOP AGG $ 600,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: 0 POLICY • JECT • LOC $ B AUTOMOBILE LIABILITY a ANY AUTO • AUTOS NED n AUTOS ULED NON -OWNED HIRED AUTOS gUTOS • • N N 01954155 -0 11272012 11/27/2013 COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ 50,000.00 BODILY INJURY (Per accident) $ 100,000.00 PROPERTY DAMAGE (Per accident) $ 25,000.00 $ ■ UMBRELLA LIAB 1 OCCUR 1 EXCESS LIAB 1 CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ • DED • RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER /MEMBER EXCLUDED? I(Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA • TORY LIMITS • ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE- POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEI ACLES (Attach ACORD 101, Additional Remarks Schedule, i1 more space is required) GARAGE DOOR REPAIR AND INSTALLATION CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores, FL 33138 I Fax: 305 - 756 -8972 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 } M - - j. /�- ^%e'„?1r ACORD 25 (2010/05) QF @ 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD �. $1 09 -13 -2012 JEFF ATWATER STATE OF FLORIDA .HIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Fl EFFECTIVE DATE: PERSON: 09/13/2012 EXPIRATION DATE: 0 DAWSON SMITH FEIN: 651150848 BUSINESS NAME AND ADDRESS: ACTSYS DOOR SYSTEMS INC 8370 SW 32 TERRACE MIAMI FL 33155 SCOPES OF BUSINESS OR TRADE: 1- MACHINERY / EQUIPMENT ERECTION orkers' Compensation law. /13/2014 III * * IMPORTANT: Pursuant to Chapter 440 . 05114), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05112), F.S., Certificates of election to be exempt... apply only within the scope of. the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05113), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. 252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 QUESTIONS? (850) 413 -1609 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 09/13/2012 EXPIRATION DATE: PERSON: SMITH A DAWSON III FEIN: 851150848 BUSINESS NAME AND ADDRESS: ACTSYS DOOR SYSTEMS INC 8370 SW 32 TERRACE MIAMI, FL 33155 SCOPE OF BUSINESS OR TRADE: 1 - MACHINERY / EQUIPMENT ERECTION 09/13/2014 F 0 L IMPORTANT Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt... apply only within the scope of the business or trade listed on Rthe notice of election to be exempt. E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 • CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 02BS00728 ACTSYS DOOR SYSTEMS INC D.B.A.: DAWSON SMITH A III Is certified under the provisions of Chapter 10 of Miami -Dade County +IGi 1. t..Y).r?. 1 211 81201 2 13:44 305- 740 -0518 ACCEPTANCE INSURANCE SERV Page 48166 CERTIFICATE OF LIABILITY INSURANCE °"��" 12/18/12 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: a the certificate holder Is an ADDITIONAL INSURED, the poIicyJes) must be endorsed. If SUBROGATION IS WANTED, subject to the terms and conditions of the policy, certain popdes may regulre an endorsement A statement on this certificate does not confer rights to the certificate holder in Ilea of such endorsement(s). PRODUCER Acceptance Insurance Services 6887 S.W. 40th St. Miami, FL 33155 Phone (305)740 -0515 Fax (305)740 -0518 CONTACT NAME: Rene E. Samayoa 212.11E4o. Extl: (305)740 -0515 rAIS, No): (305)740 -0518 ADDREss: renetgacceptanceinssen(ees.com INSURER(S) AFFORDING COVERAGE NAIC i INSURER A : Amedean Vehicle Insurance Company 10790 INSURED ACTSYS DOOR SYSTEMS, INC. 8370 SW 32 TERRACE MIAMI, FL 33155 (305) 225 -6868 INSURER B : Progressive Express 11760 INSURER C : EACH OCCURRENCE INSURER D TO PREMISES (EaocNcurr nce) INSURER : 0 COMMERQAL GENERAL LIABILITY INSURERF: ' $ 5,000.00 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE PGUCY PERIOD INDICATED. NOTWITHSTANDINGANY 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 AWLSUBR INSR WV D POLICY NUMBER POLICY EFF MI (MDDIYYYYI POLICY EXP grabooJYYYY1 LIMITS A GENERAL LIABILITY N N GL- SO4010087 -00 12M52012 12/158013 EACH OCCURRENCE $ 300,000.00 TO PREMISES (EaocNcurr nce) $ 100,000.00 0 COMMERQAL GENERAL LIABILITY MED EXP (Any one person) $ 5,000.00 II II CLAIMS-MADE Q OCCUR PERSONAL & ADV INJURY $ 300,000.00 ■ GENERAL AGGREGATE $ 600,000.00 GEM. AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMPIOP AGG $ 600,000.00 0 POLICY ❑ 78-T • LOC $ B AUTOMOBILE UABIUTY N N 01954155-0 11/27/2012 11/27/2013 C MBPF SINGLE UMIT $ BODILY INJURY Per person) $ 50,000.00 II ANY AUTO BODILY INJURY (Per accident) $ 100,000.00 • AUTPINED ,J ri-r"OEPLED PROPERTY DAMAGE (Per accident) $ 25,000.00 • HIRED AUTOS • AUTOS UNON-OWNED $ MI IN • UMBRELLALwB • OCCUR EXCESS LIAB ❑ CLAIMS-MADE EACH OCCURRENCE $ AGGREGATE $ • DED 1 RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y 1N ANY PROPRIETORIPARTNERIEXECUTIV NIA • WC STATU- OTH- TORY LIMITS ❑ ER E L. EACH ACCIDENT $ OManda (Mandatory In d EXCLUDED? E E L. DISEASE - EA EMPLOYE $ byes describe under DESCRIPTION OF OPERATIONS below El. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space le required) GARAGE DOOR REPAIR AND INSTALLATION CERTIFICATE HOLDER CANCELLAII Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores, FL 33138 Fax:305- 756 8972 ACORD 25 (2010105) QF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRE8E1TATIVE ®1918; -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION JAN0 t "'" FAC Permit No. u 2� 89. 1 Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: C !) W 7, G City: Miami tot ,, �° /� County: Miami Dade Zip: 5lsb Folio/Parcel #: `'" S o t- 0 a -614.0 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 1'�1 • GO 6 C/ M `�' Phone#: — Address: c S %u w - €e O City: `4 U4014-())3 State: ZIP: 3 6 6-D Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: � .Q e1.) 7j 9,4/ -C.12--- City: ( r "' State: Phone Qualifier Name: S$#1 e t, c S� IV I State Certification or Registration #: — ' C-rtificate of Competency #: Contact Phone#: 36s-- �a2 C — IkC)a Email Address: , 4 . oi►_ DESIGNER: Architect/Engineer: Phone#: 3 �J`�_ Phone#: � � 9 tE06 - Value of Work for this Permit: $ 1' ( GV . et) Square/Linear Footage of Work: Type of Work: ❑Addition Alteration DNew ORep Description of Work: 7-6 -F ODeinolition Color thru tile: ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** j5� �.* ** * * * ** * ** ** Submittal Fee $ Permit Fee $ ! �" CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ ,Bondini Company's Name (if applicable) tending 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 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 A ILURE 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of co ement must be posted at the job site the abse if such posted notice, the for the first inspection which occurs seven (7) days after the building permit is issue inspection will not be approved and a reins will be charged. Signatur (Owne o Agent Contractor Z The foregoing instrument was acknowledged me this The foregoing instrument was acknowledged before me this3 1 , da o ___ Q 9 by day of O L ,20L3,by or who has produced o "J� —et "14 tAs identification and who did take an o th. NOTARY PUBLIC: ilk , Acv<ii4 1 FRANCIS A REBELLO 5&IY COMMISSION # EE203340 EXPIRES June 16. 2018 t007)3180163 * * * * * * * * ** * ******* ** *,r******* *,x** ** *** ** ray *,x*** **a *** * * *,x*,x**,x,x,x,x* ***** *+ s, xx•, a*, x*********** ** ** *** ** * ****** who is personally known to me or . • has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Co APPROVED BY Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk ACT$YS GARAGE %DOORS, INC`. Our office is your garages 8370 SW 32nd Terrace Miami, FL 33155 Smith A. Dawson 111 PRESIDENT DADE: 305.229.4007 BWD: 954.491.1003 MRE: 1.305.229.4007 FAX: 305.225.7763 Licensed & Insured actsysdoors@bellsouth.net actsysgaragedQors.com Dade CC ;, 028S00728 BWD CC 04 -i s 166 -FC -X ICE CC 4 SP -380 12118/2012 13:44 305 -740 -0518 ACCEPTANCE INSURANCE SERV rage 4a 00 AkCCOR ° '� CERTIFICATE OF LIABILITY INSURANCE °" ,1188/12 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 POUCIES BELOW. THIS CERTIFICATTEiOF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certMcate holder Is all ADDITIONAL INSURED, the polcy(les) must be endorsed. IT SUBROGATION 18 WAIVED, subject to the terms and conditions of the policy, certain policies may regulre an endorsement A statement on this cerdflcate does not comer fights to the certificate holder In lieu of such endorsements). PRODUCER Acceptance Insurance Services 6887 S.W. 40th St. Miami, FL 33155 Phone (305)740 -0515 Fax (305)740-0518 NTACY Rene E. Samayoa PHNo. Exn: (305)740 -0515 10G No): (305)740 -0518 ADDRESS. renetigacceptancalnsserMces.com INSURER(S) AFFORDING COVERAGE NAIC INSURER A : American Vehide Insurance Company 10790 INSURED ACTSYS DOOR SYSTEMS, INC. 8370 SW 32 TERRACE MIAMI, FL 33155 (305) 225-&868 INSURER B : Progressive Express 11760 INSURER : EACH OCCURRENCE INSURERD : - - ISES0(Eaoccuurrence) INSURER : 0 COMMERCIAL GENERAL LIABILITY INSURER F : MED (My one person) COVERAGES CERTIFICATE NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDINO 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 SOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1LTR TYPE OF INSURANCE ILL � POLICY NUMBER PD(MWODIYYYY1 MMIDD$DIYYYYYY) LINTS A GENERAL LIABILITY N N GL- 0504010087 -00 12/15201 121152013 — EACH OCCURRENCE $ 300,000.00 - - ISES0(Eaoccuurrence) $ 100,000.00 0 COMMERCIAL GENERAL LIABILITY ■ CLAIMS-MADE Q OCCUR MED (My one person) $ 5,000.00 : PER - • NAL & ADV INJURY $ 300,000.00 • G •. ERAL AGGREGATE $ 600,000.00 GENt AGGREGATE LIMIT APPUES PER: 0 POLICY • P�R0. •'. LOC RODUCTS - COMPIOP AGG $ 600,000.00 $ B AUTOMOBILE LIABILITY N N 01954155-0 11/27/2012 11/27/2013 COt� Dt�NGLEUMIT (EE $ BODILY INJURY (Per person) $ 50,000.00 • ANY AUTO BODLY INJURY (Per accident) $ 100,000.00 0 AAIdtrNED SAC�FI LED (Per aac idenn GE $ 25,000.00 HIRED AUTOS MI AUTOSW NED • ■ $ • UMBRELLA LIAR • OCCUR EACH OCCURRENCE $ • EXCESS LIAB ❑ CLAIMS-MADE AGGREGATE $ • DED IN RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABMY J N ANY PROPRIETORIPARTNERIEXE UTIVE C N J A TTU�. • ORY Fl ❑ EERH E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? Li (Mandatory in NH) E L. DISEASE - EA EMPLOYE $ Ifyyes desaibeunder DESt RIPTION OF OPERATIONS below EL. DISEASE • POLICY LIMIT $ DESCRIPTION OF OPERATIONS t LOCATIONS/ VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) GARAGE DOOR REPAIR AND INSTALLATION CERTIFICATE HOLDER CANCELLATION Miami Shoes Wage Building Department 10050 NE 2 Ave Miami Shaw, FL 33138E– Fax:305- 756 -8972 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 (2010/05) QF ®1998 -2010 ACORD CORPORA11ON All rights rese The ACORD name and logo are registered marks of ACORD JEFF ATWATER STATE OF FLORIDA .HIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION 09 -13 -2012 * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Fl • orkers' Compensation Iaw. EFFECTIVE DATE: 09/13/2012 EXPIRATION DATE: 0 /13/2014 PERSON: DAWSON SMITH 11I FEIN: 651150848 BUSINESS NAME AND ADDRESS: ACTSYS DOOR SYSTEMS INC 8370 SW 32 TERRACE MIAMI FL 33155 SCOPES OF BUSINESS OR TRADE: 1- MACHINERY / EQUIPMENT ERECTION IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.06{12), F.S., Certificates of election to be exempt... apply only within the scope ot.the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DMSION OF WORKERS COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW EFFECTIVE 09/13/2012 EXPIRATION DATE PERSON: SMITH A DAWSON III FEIN: 651150848 BUSINESS NAME AND ADDRESS: ACTSYS DOOR SYSTEMS INC 8370 SW 32 TERRACE MIAMI, FL 33155 SCOPE OF BUSINESS OR TRADE 1- MACHINERY / EQUIPMENT ERECTION : 09/13/2014 F O L D H E R E IMPORTANT Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 • CUT-HERE * Carry bottom portion on the job, keep upper portion for your records. DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 492129 -3 THIS IS N RENEWAL BUSINESS NAME / LOCATION CEIPT NO. 513762 -5 ACTSYS DOOR SYSTEMS INC * 02BS00728 8370 SW 32 TERR 33155 UNIN DADE COUNTY FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 OWNER ACTSYS DOOR SYSTEMS INC lGSPEh - - - - -- WORKER /S PTAL TV BUILDING C THIS 1S ONLY A LOCAL. BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM PERMIT OR LICENSE ACTSYS ACTSYS DOOR SYSTEMS INC REWIRED BY LAW. THIS IS NOT A CERTIFICATION OF SMITH A DAWSON III PRES THE HOLDERS GUALIFICA- 8370 SW 32 TERR noNS. MIAMI FL 33155 DO NOT FORWARD PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 10/26/2012 09010003001 000082.50 SEE OTHER SIDE 111iJ )11l1l,l III II I111111111{II,Ii, I i, II 1111111111111111 ,J,i • • CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 02BS00728 ACTSYS DOOR SYSTEMS INC DAWSON SMITH A III Is certified under the provisions of Chapter 10 of • CENSE CLA '81 -54-2( • STRUCTURAL SOLUTIONS, P.A.* Project No.: 13 -002 Date: 1/14/2013 5921 -G West Friendly Avenue Greensboro, North Carolina 27410 NC Firm #C -1096 Garage Door Windload Design Pressures The following Design Pressures have been calculated in accordance with ASCE 7 -10 hapter 30 Part 1 for Components & Cladding, based upon the design parameters listed below, '' using the Load Combinations in Section 2.4.1. Bolding Address: 195 NW 96 St \P3 Miami Shores, FL 33150 Garage Door Width: 10 ft Garage Door Height: 7 ft Basic Wind Speed: 175 mph Exposure: C Mean Roof Height: 11.67 ft Least Overall Horizontal Dimension of Building: 53 ft Distance from left building comer to edge of garage door opening: 4.5 ft Distance from right building comer to edge of garage door opening: 2.1 ft Roof Slope: any slope Design tons: considered "Endosed" as defined in ASCE 7 -10 is Factor for the building is 1.00. Positive Design Pressure = Negative Design Pressure = 35.0 psf -39.8 psf ge door measurements shown above were provided to Structural Solutions, P.A. by ations do not address the structural adequacy of the jambs or other supporting structure. erely determine the Design Wind Pressures for the given garage door size and building Iua u� the structural adequacy of the jambs or other supporting structure is not the of Structural Solutions, P.A. This document is only to be used in conju Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT ��' l SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COl1NTY RULES AND REGULATIONS STRUCTURAL SOLUTIONS, P.A.* ( *dba Structural Solutions of North Carolina, Inc., Firm #29412) Thomas L. Shelmerdine, PE (Florida PE #0048579) J:\2013 Projects \13-002 Amarr 2013 Retrofit Doors \195 NW 96 St Miami Shores_FL_33150 \Garage Door Pressure Calculator 7- 10.xIs Wind Load Door Measurement Sheet (. AR.H.1 l)!)AR1 Please send Completed information for each door via e-mail (preferred) fax, or post to: E -mail: engineeringdept(c�amarr.com Please place "Wind Load Door Measurement" in the subject line. Fax: (336) 251 -1908 or (336) 251 -1901 r Engineering Dept / ' . Attn: Windload Door Regtst Y Amarr Garage boors / ,—, �� — (��� �- 165 Carriage Court 4 3 0 Winston - Salem, NC 2710'6 ''‘ `J 11/1/1 WY Required Dimensions:.., `.- rf • G t� 1) Door Openings (Width x Height) 2) Mean Roof Height. Also known as average roof height. This is found by taking the distance of roof peak from the ground plus the distance of the eave from ground and dividing the sum by 2. Example: 10' from ground to eave and 20' from ground to roof peak has a mean roof height of 15' (20' +10')12 =15'. 3) Measurement from door opening to the nearest corner of the building. 4) Building footprint (length and depth of building) it Required Photographs: 1) Picture of building taken from the curb (or front of house). 2) Picture"showing door opening and the nearest corner of the building. Q�C� Required Information: ®'i • CYx Street Address: uV r�,, -),4 + / 1 �,• 7 7 `C° City: Ki State: Florida Zip Code: County: P • ade (146 mph Exposure C) ❑ Broward (140 mph Exposure C) Home or Building Owner: 11, t V: Dimension #1) Door Opening: Width 11) x Height ' (Example 15' -6 ") Dimension #2) Mean Roof Height:t. - id. �' "� £3x�a� 2 'to Dimension #3) Distance from door opening to nearest corner of building:AD 1 Dimension #4) Building footprint sketch with dimensions. Provide in s ace below or on separate sheet // BHG 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 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to 16' -0" Wide APPROVAL DOCUMENT: Drawing No. IRC- 9516 - 175 -26 -I, titled "Model 950 Heritage and Model 655 • Oak Summit (24ga) 1000, 2000 Short, Long, Flush and Oak Summit Panels ", Sheets 1 through 3 of 3, dated 02/28/2007, with revision E dated 12/02/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas 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 # 07- 0928.10 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 PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 315 -2599 www. in i s mid ade..ov /n era / MIAMI UADE COUNTY APPROVED 12 NOA No. 12- 0228.06 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 -9516- 175 -26 -1, titled "Model 950 Heritage and Model 655 Oak Summit (24ga) 1000, 2000 Short, Long, Flush and Oak Summit Panels ", Sheets 1 through 3 of 3, 02/28/2007, with revision E dated 12/02/2011, 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 # 07-0928.10" 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 16' x 7' Sectional Steel Garage Door, prepared by American Test Lab, Inc., Report # ATLNC 0328.01 -07, dated 05/08/2007, 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., Report # HETI- 07 -T681, dated 04/19/2007, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, 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. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated 04/18/2012, signed and sealed by Tomas L. Shelmerdine, P.E. E -a dir'`e 12 O¢ Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12- 0228.06 Expiration Date: September 6, 2017 Approval Date: May 3, 2012 • • 13 GA 041N,) GALV. STEEL COMMERCIAL TOP ROLLER BRACKET ATTACHED V /(4) 1/4' x 3/4' HEX HEAD SCREWS PER BRACKET TYPICAL TOP FIXTURES N.T.S. 2' 00 HALL STEEL HURRICANE ROLLER W /9,3' STEM AND (1) 7/16' BOLT RETAINER USED FOR NON THREADED SHAFTS 134 TOP SECTION 3 1/2' 16430. R -TRUSS ATTACHED V/ (2) 1/4' x 3/4' HEX HEAD SCREWS AT EACH CENTER STILE (2) 20 GA. x 2 5 /8' x 20 1/2' UNIVERSAL ENDSTILE ATTACHED V/ (2) TOG -L-LOC OR 1/8' RIVET AT TOP AND BOTTOM OF EACH SECTION SEE (TABLE 1) O4 PAGE 3 FOR RECOMMENDED SECTIOI CONFIGURATION l0. 145A. DURASAFE CENTER HINGE ATTACHED V/ (4) 1/4' x 3/4' HEX HEAD SCREWS TYPICAL DURASAFE CENTER HINGE N.T.S. 2' 10 BALL STEEL HURRICANE ROLLER 06/9.3' STEM AND (2) 7 /16' BOLT RETAINER USED FOR NON THREADED SHAFTS PER INTERMEDIATE ROLLER 14 GA. DURASAPE END HINGE ATTACHED W/ (2) 1/4' x 3/4' HEX HEAD SCREWS 3 1/011 X 18 GA. (5' R.-TRUSS) ATTACHED W /(6) 1/4' X 3/4' HEX HEAD SCREWS 20 GA UNIVERSAL STILE gDGOS61107 NOT O TS FOR 000 . 406. DURASAFE ROLLER CARRIERS ATTACHED TO END STILE W/ (3) 1/4' x 3/4' HEX HEAD SCREWS PER CARRIER 24 W 0110) EXTERIOR SKIN 0/BAKE0 ON POLYESTER FINISH SLIDE LOCK ENGAGES INTO VERTICAL TRACK ON BOTH SIDES 5/8' MIN (SNAP LATCH. OR LOOK BAR OPTIONAL) ATTACH W /(2) 1/4' x 3/4' HEX HEAD SCREWS TYPICAL DURASAFE END HINGE ° N.T.S. 13 GA. GALV. FLAT LEAF HINGE BRACKET ATTACME2 10/04) 1/4' x 3/4' HEX HEAD SCREWS 5 1/2' 102121 R -TRUSS ATTACHED V/ (2) 1/4' x 3/411E6 HEAD SCREWS AT EACH END STILE ON TOP SECTION I 261' 3 3/4' HIM SIDEROCI4 r STOP MOULDING V/ FLEXIBLE SEAL (SUPPLIED BY INSTALLER) (7) 2D GA. CENTER STILES ATTACHED WITH (2) TOG -L -LOC AT THE TOP AND BOTTOM RAIL AND ADHESIVE TO INTERI08 FACE 16 0 MAX INSIDE ELEVATION N,T.S. 20 GA GAL /. STEEL END STILE ATTACHED WITH (7) TOG -L -LOC TO DOORS SKIN AND (2) 700 -1 -L05 AT THE TOP AND BOTTOM RAIL (1) 1/4 -20 x 5/8'TRACK SPLICE BOLT AND NUT PER JAMB BRACKET 20 GA. GALV. STEEL UNIVERSAL 00081E END ST1LE ATTACHED 5 1/2'14 X 18 GA WITH (2) RIVETS OR TOG -L -LOC (5' R- TRUSS) TO DOORS SKIN AT TOP AND BOTTOM TRACK MOUNTING DETAIL N.T.S. 41 14 GA. ROLLER CARRIER ATTACHED W /(3) 1/4' X 3/4' HEX HEAD SCREWS AT EACH DOUBLE END STILE ON BOTTOM SECTION 2' 10 BALL STEEL HURRICANE ROLLER W /9.3' STEM AND (U 7/16' SILT RETAINER USED FOR NON THREADED SHAFTS ON BOTTOM SECTION 5/16' x 1 5/21' LAG SCREV (U PER JAMS BRACKET CONT. VERTICAL JAMB 2X6 OUTHERN YELLOW PRE (N0. 2 OR BETTER) WOOD BLOCK BEHIND EACH END STILE (2) PER SECTION 1 -1/2' X 2 -5/8' X 20 -1/2' c21' SECTIONS) I -1/2' X 2 -3/8' X 17 -1/2' (18' SECTIONS) 2' 10 HALL STEEL HURRICANE ROLLER 10/9.3' STEM AND (2) 7/16' HILT RETAINER USED FOR NON THREADED SHAFTS PER INTERMEDIATE ROLLER (2) 20 GA x 2 5/8' x 20 1/2' UNIVERSAL 693010.E ATTACHED V/ (2) TOG -L -L115 OR I/O' RIVET AT TOP AND BOTTOM OF EACH SECTION ALT. LOW HEADROOM TOP FIXTURE 0 N.T.S. 3' 2066. STRUT ATTACHED V /(2) 1/4' X 3/4' HEX HEAD SCREWS AT END AND EACH CENTER STILE PRODUCTREVISED 00 22001 4yiog rrl(6 Se FIDTidn Building Coda A800$80ae ND Mi BOTTOM BRACKET L3 GA. GOD) THICK ATTACHED V /(3) 1/4' X 3/4' HEX HEAD SCREWS 0 r; TYPICAL BOTTOM BRACKET° N.T.S. LARGE MISSILE THICKNESS 2183'(MRI IMPACT RESISTANT 13 66 01043 COMMERCIAL DP FIXTURE ATTACHED W/04> 1/4' x 3/4' HEX HEAD SCREWS AT EACH (00 STILE ADJUSTABLE SLIDE BRACKET ATTACHED W /(2) 1/4' x 1/2' HILT AND NUTS TOP SECTION 5 1/211 X 10 GA (5' R- TRUSS) GALV. STEEL R -TRUSS „„..,--ATTACHED IN CENTER OF SECTION V/ (3) I/4' x 5/4' HEX HEAD SCREWS AT EACH ENO STILE AND UNIVERSAL STILE AND CD AT EACH CENTER ST ESEACH END HNGE 14 GA 3 1/211 X 18 GA (1) PER SECTION (5' R- TRUSS) OALV. STEEL R -TRUSS ATTACHED V/ (S) 1/4' x 3/4• 1E0 READ SCREWS AT EACH END STILE AND (3) AT UNIVERSAL DOUBLE ENO STILE AND 12) AT EACH CENTER STILE (D 3' 20 58 STRUT ON BOTTOM PANEL 13 GA (MIN> BOTTOM BRACKET ATTACHED V/ (3) 1/4' x 3/4• HEX HEAD SCREWS • V/ r,ONabli EEAlER SECTION A -A (SIDE VIEW) NES 917 OWN OF BENSOBS 0 MEI VIE &ACE TO PALE 2 C CCI ECI16 0000 BLACK N01E D USED IOEE 8 E °02170110 BBC 2010 9217E BY 7/3/07 BM 9/13/07 009 12/10/09 CBI 12/2/11 RID MAX ZE 13'0 0I 14' DESIGN LOADS +47.5 P5F —52.0 PS1 _ARM MISSILE IMPACT RESISTANCE Q . .. \ GENS ' 9 +op• I tS ( '7••• �. STATE OF /IL: 00,06,-• ...R \., 165 CARRIAGE COURT WINSTON- SALEN, NG 27103 WVAHADR.COM MODEL 950 HERITAGE 1000, 2000 MODEL 655 OAK SUMMIT (24g) 1000, 2000 SHORT, LONG, FLUSH, & OAK SUMMIT PANELS SZE DRAM BT 061 DAIS 82/78/07 DRAW ANIHRR 8 OWED BY ENG DAZE 0/N7 IRC- 9516 - 175 -26-I 0101861 MANS L SMYODPE P.L UG. N6 08579 SHEET 1 9F 3 • • • GLAZING OPTION DETAIL TOP SECTION INTERMEDIATE SECTION 13 GA. FLAG BRACKET ATTACHED TO WOO JAMBW/ (3) 5/16 DIA. X 1 -5/8' LAG BOLTS AND TO TRACK W/ (4) 1/4' -20 x 5/8' TRACK SPLICE BOLTS AND NUTS A33' GALV STEEL INTERIOR IMPACT WINDOW FRAME 433' GALV STEEL EXTERIOR IMPACT WINDOW FRAME MOLDEOTRTERIOR TWINOOV FRAME 5/16' OVERALL 1/8' CLEAR ANNEALED GLASS 690' PVB INTERIAYER 1/8' CLEAR ANNEALED GLASS MANUFACTURED BY GUARDIAN WOOD JAMB ATTACHMENT TO STRUCTURE 2 X 6 VERTICAI JAMB ATTACHMENT Tf1 wnnn FRAMF STRUCTURE 5/16' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN 12' O.C. (1 1/2' EMBEDMENT) 2 X 6 VERTICAI JAMB ATTACHMENT TO P.000 PSI CONCRFTF HILTI KWIC BOLT 3/8' X 4' STARTING 6' FROM ENDS THEN 24' 0.C. (2 I/2' EMBEDMENT) HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 10' GC. (1 1/4' EMBEDMENT) ITW /RAMSET REDHEAD (TRU -BOLT) 3/8' X 4' STARTING 6' FROM ENDS THEN 20' GC. (2 1/2' EMBEDMENT) 0 X 6 VERTICAL JAMB ATTACHMENT TO NDII NW C -90 BLOCK SIMPSON 1/4' X 3' TITER SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 8' GC. (1 1/2' EMBEDMENT) HILTI 1/4' X 2 -3/4' KWIK-CON 11+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 8' O.C. (1 1/4' EMBEDMENT) 2 X 6 VERTICAL JAMB ATTACHMFNT TO GROUTED C -90 BLOCK (P000 PSI GROUT) HILTI - SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 12' D.C, (1 1/4' EMBEDMENT) (DR, USE FASTENERS FOR HOLLOW C -90 BLOCK) •LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. RPREPARATION OF W000 JAMBS BY OTHERS 24 GA. STEEL DOOR SKIN CONCRETE STRUCTURE HOLLOW BLOC STRUCTURE 1/2' MIN 1 -1/2' UREBO60 13-190 TRUCTURAL ADHESIVE 3' MIN 2.3/16' X 1/2' SCREW - USED TO FASTEN THE STEEL EXTERIOR IMPACT WINDOW FRAME TO THE STEEL INTERIOR IMPACT WINDOW FRAME. 3. 1/64' X 1/2' SCREW - USED TO FASTEN DECORATIVE PLASTIC MOLDED WINDOW FRAME TO THE ASSEMBLY SECTION B -B IMPACT WINDOW DETAIL N.T.S. SPLICE TRACKS AT THIS LOCATE@! 9 /(4) 1/4' -20 TRACK SPLICE BOLTS 1 11.170. SECURE TO JM® VON 13) 546' WA X 1-0 /03' LAG DOLTS (D 5/16' DIA. K 1-5re' LAO AT ATTACHED TO JAHR AT EA JAMB BRACKET SEE (TABLE 2) FOR JAMB BRACKET SPACING STANDARD TRACK CONFIGURATION FOR 6'6' UP TO 14' TALL DOORS M.TS 12 GA GALV. STEEL JAMB BRACKETS ATTACHED 9/ (1) I/4' -110 K 5/5' TRACK SPLICE BOLT 6 NUT /w�a r � \ 23' 5 GA STEEL STARTER PLATE ATTACHED V /(4) SPLICE BOLTS DR RIVETS LV. STEEL TRACK MINIMUM THICKNESS i' LOW HEADROOM TRACK OPTION N.T.S. IMPACT GLAZING FASTENER DETAIL N.T.S. ..:.I• .T. •jl es w..y.)48BWIIb the P60d1L DMdldio4 Code wawlrwe No 1 �: 04 er4:/7fr► Freda, Gamma REV ((02181011 BF PENDBIS BALE B5 B ADDED DBE HGM TO PME 2 7/3/07 BIB C (002(1ED IDm HOC% BOLE 9/13/07 020 D OWED NOTE B (2/15/00 (01 E UPDAID 70 RC 2010 12/2/11 RIO MAX Srz4, �,P6 � � SHE,( F,r' DESIGN LOADS �� °p ';= • • • TABLE 1 DOOR HEIGHT 13' 6" SECTION HEIGHTS Btm Om #40#6= ® ® ® ®® 18" 18" FM MO MI EEE1-KR gin? MA em ®Eil 18" 18" 18" 18" 18" Eil ME rfie f.,21:0 MfOg, WI III4 MI ®®® 18" 18" 18" ®= qem MEI WI M1,4 ME ERJ MU MI ®®®®®®_• EiV R9 ON Val WARW. te__ ® 18" 18" 18" 18" ®_= ®®® 18" ®iii ,I:. ' ____ ®iii= #8 12' 6" 11' 6" 10' 6" 9'6' 8' 6 7' 6" 18" F1 6' 6 18" 18" 18" 18" 18" 18" TABLE 2 DOOR HEIGHT VERTICAL JAMB DESIGN LOADS +380.0 LBS /FT —416.0 LBS /FT INTERIOR OF GARAGE MAX. WIDTH 16'0" —0-- TRACK ATTACHMENT A B 7' 8' xn� 9' 10' 1111111111 SPLICE ES D © ©0 ©00 ©Q©© ® Mil m~ �ze�cr�iR�Pre:E ® 14 M FM ® 14" DM EffZIMI ® 14" fffia ® 14" El ®14 "® El 14" Ea ® 14" S 14" 38" 46 56" 68" 38" 38" 38" 46" 56" rA 68" iiiiiii Mill INEITOM =MI MI MUM NM 02 1` FIM LEM MN IRSIMMA MI LIE EMI R =iii Xi DM MIAMI EM ke FM PM BM Ein EMETEMESEP ®Ri 0® 78" 46" 56" 68" 76" 88" 78" 46" 56 11' 38" 46" 12' 38" 56" 68" 78" 88" 88" 100" 68" 78" 88" 100" 112" 100" 46" 13' 14' 56" 68" 78" 88" 100" 110" 124" 110" 11 38" 46" 56" 68" 78" 38" 46" 56" 68" 78" 88" 88" 100" piff 100" 114" 136" 114" 134" 146" 148" 160" ALL TRACK ATTACHMENT SPACING +/ -2" ALLOWED WITH SYP NO 2 OR BETTER ONLY SEE NOTE 2 SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +380.0 LBS /FT & —416.0 LBS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.0216) MIN. EXTERIOR SKIN ROLLED FORMED, W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO 7'0" HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 5.5" R —TRUSS PER SECTION AND (1) 3" 20 GA. STRUT ON BOTTOM SECTION 6. DOORS OVER (4) SECTIONS REFER TO TABLE 1 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. 8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL 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. REV OE111PDWN ff moms 0 MOO El 26010 PAGE 2 C COOREC1ED NOCO ROCK 0011 D IEN10 NOT 8 E ROAMED 10 FOC 2010 M SIZE 16' AO DESIGN LOADS +47.5 P5F —52.0 PSF LARGE MISSILE IMPACT RESISTANCE OAK BY rr 165 CARRIAGE COURT VIHSTON.SALEN, N.C. 103 WVAMARR.COH MODEL 950 HERITAGE 1000, 2000 MODEL 655 OAK SUMMIT (24g) 1000, 2000 SHORT, LONG, FLUSH, & OAK SUMMIT PANELS 1K MN BY 161 BALE 02/28/67 ORAIRNG 891018 B SIG DAZE o //07 IRC -9516- 175 -26 -I DECOR 05 ENC EER MOWS L 1000EE P.E CC NA 004079 SET 3 OF 3