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WS-12-591Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 175048 Permit Number: WS -4 -12 -591 Scheduled Inspection Date: June 25, 2012 Inspector: Bruhn, Norman Owner: MUDAFORT, MIGUEL Job Address: 9207 NE 1 Avenue Miami Shores, FL Project: <NONE> Contractor: ACTSYS DOOR SYSTEMS INC. Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060133150 Phone: 305 - 229 -4007 Building Department Comments REPLACE GARAGE DOOR Passed 43 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 171982. NO ACCESS NO ONE HOME ec- June 22, 2012 For Inspections please call: (305)762 -4949 Page 33 of 43 BUIL�IlVG , 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 ICATION RECEritZD APR 0 5/ 2C7 Permit No. WS d�► 6ci Master Permit No. e: BUILDING ROOFING � OWNER: Name (Fee Simple Titleholder): u; * �(J�Q� ®� Phone#: Address: q �i e-� city: ( L eS state: zip: 3 tkr Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: oU 1 k (t v °_ City: Folio/Parcel #: t l- �ZD� ©t3 - 31 _ 0 Is the Building Historically Designated: Yes NO \ies..-• Miami Shores County: Miami Dade zip: 33 13' CONTRACTOR: Company Name: ika& AS Address: Cin :O S W City: \&s A, Qualifier Name: S4kt�C� -- State Certification or Registration #: Certificate of Comp Contact Phone#::�CJC L. ° \ \ \ \ Email Address: aces "� DESIGNER: Architect/Engineer: 1� ''� Flood Zone: �g �^ TAAL S des s S Phone#: SOC.' _ State: V-Lo "lda_ ex? Zip: 331. &—SA Phone#: �Z-Z'[ – p, e cy #: ©�- 5 coq re Le & u. , uAe± Value of Work for this Permit: $ -1 Type of Work: ❑Addition ❑Alteration D - cription of Work: Phone#: Square/Linear Footage of Work: ❑New ❑Repair/Rep . . ❑Demolition LZ **** NNMkRANNkM Pk_ M\ riNUkNN kkkNkFkk***/*U ***peesrt NN+ NkNUNkNkkkNkN* k**** k +MNNHNriNNKN+NNN *** Submittal Fee $� 0 Permit Fee $ /Q J CCF $ Scanning Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ CO /CC $ Radon Fee $ DBPR $ Bond $ a Bonding Company's Name (if applicable) Bonding Company's Address r' J City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 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 An 'DAVIT: 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 whi occurs seven (7) days after the building permit is issued. n + %sen <,f such posted notice, the inspection will not i/ appr; and a reinspection fee will be charged. wner or Agent ...tttt,, The foregoing instrument was acknowledged before me this 5'_" day of , 20 l �!by who is personally known to me or wi has produ 'S 4V 1.0k, 3 lb - 46° la -0 As identification and who did take an oath. NOTARY PUBLIC: Sign: &ACLL-4-6-A. Print My Commi. ^Y '344 FRANCIS A REBELLO silo Pte. :MY COMMISSION # DD798265 EXPIRES June 16, 2012 (407) 398 -0103 FloridallotaryServiw.com APPROVED BY Contractor The foregoing instrument was acknowledged before me this day of 'C � , 20 IL by who ersonally known to ) or who has produced Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) as identification and who did take an oath. NOTARY PUBLIC: Sign: LJ_ 2 Print: ':14114 ', FRANCIS A REBELLO My Co MYsCOMMISSION # DD7' EXPIRES June 16, 2012 FloridallotaryB*Mce.com Zoning Clerk 10 -08 -2010 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CERTIFICATE OF ELECTION TO OE EXEMPT 'FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation lave. EFFECTIVE DATE: PERSON: FEIN: 10/0812010 DAWSON 651150848 BUSINESS NAME AND ADDRESS: ACTSYS DOOR SYSTEMS INC 8370 S W 32 TERRACE MIAMI FL 33155 SCOPES OF BUSINESS OR TRADE: 1- SALES I 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 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 lot failure of the person named on the certificate to meet the requirements of this section. L WC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 QUESTIONS? (850) 413 1609 EXPIRATION DATE: 10107/2012 SMITH A III 2- GARAGE DOOR INSTALLATION FI1AtANT: Poltava to Chapter 440. 05(144, F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF PLOFUDA DEPARTMENT OP FINANCIAL. SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 10/08/2010 EXPIRATION DATE: 10/07/2012 PERSON: SMITH A DAWSON III FEIN: 851150848 BUSINESS NAME AND ADDRESS: ACTSYS DOOR SYSTEMS INC 8370 S W 32 TERRACE MIAMI, FL 33155 SCOPE OF BUSINESS OR TRADE: 1- SALES 2- GARAGE DOOR INSTALLATION IMPORTANT 0 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 L 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 Ethe 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. MC- 252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 MIAMI -DADE COUNTY fAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 2011 MUNICIPAL CONTRACTOR'S 2012 TAX RECEIPT MIAMI-DADE COUNTY - STATE OF FLORIDA PURSUANT TO COUNTY CODE SEC. 10-24 EXPIRES SEPT. 30, 2012 THIS IS NOT A BILL — DO NOT PAY RECEIPT NO. 30-5137625 CC NO: 028500728 BUSINESS NAME / LOCATION ACTSYS DOOR SYSTEMS INC 8370 SW 32 TERR OWNER :ACTSYS DOOR SYSTEMS INC SEE BACK OF RECEIPT FOR A LIST Of NON- PARTICIPATING MUNICIPALITIES Receipt holder must register in the city where work is to be done. PAYMENT RvCENED MIAMI -DADS COUNTY TAX COL 30/2011 02230035002 000175.00 I� FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. SPECIALTY BUILDING CONTRACTOR DO NOT FORWARD ACTSYS DOOR SYSTEMS INC SMITH A DAWSON III PRES 8370 SW 32 TERR MIAMI FL 33155 rl:r! + tra:+ h.dzl rhhdd .dirFrnnhdhildiAl”t:l� Utht 1 IrIcATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) 12/15/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: HOLDER. THIS POLICIES If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terns 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 Ileu 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 PHONE FAX wC. No. Exn: (305)740 -0515. No): (305)740 -0518 E-MAIL SS: rene©acceptanceinsservices.com INSURER(S) AFFORDING COVERAGE NAIL # INSURER A: American Vehicle Insurance Company 10790 INSURED ACTSYS DOOR SYSTEMS, INC. 8370 SW 32 TERRACE MIAMI, FL 33155 (305) 225 -6868 COVERAGES r•Gerr ATo k11lltars rm- ir. INSURER B 12/15/2011 INSURER C : EACH OCCURRENCE INSURER D : 0 COMMERCIAL GENERAL LIABILITY INSURER E 100 000.00 INSURER F: (Ea occurrence) MED EXP An one ( Y person) 11H18 INDICATED. CERTIFICATE EXCLUSIONS IRG VIJIVPo Pi UIVICIMI'C: 18 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADOLSUBR INSR WVD POLICY NUMBER FOLIC EFF tMM/DD POLICY EXP ) LMT A GENERAL LIABILITY N N GL- 0504008494 -00 12/15/2011 12/15/2012 EACH OCCURRENCE $ 300,000.00 0 COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES 100 000.00 ■ ■CLAIMS MADE 0 OCCUR (Ea occurrence) MED EXP An one ( Y person) $ , $ 5,000.00 ■ PERSONAL & ADV INJURY $ 300,000.00 GENERAL AGGREGATE $ 600,000.00 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 600,000.00 0 POLICY ❑ PRO- • LOC JECT $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) ■ ANY AUTO BODILY INJURY (Per person) $ ■ ALLOOSWNED ■ AUTO ULED BODILY INJURY (Per accident) $ ■ HIRED AUTOS ■ NNOO NED pROPER AMAGE (Per R $ ❑ • ac $ ■ UMBRELLA LIAB ❑ OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB El CLAIMS-MADE AGGREGATE $ El 050 ❑ RETENTION $ WORKERS COMPENSATION $ AND EMPLOYERS' LIABILITY Y / N ANY PRO0PRIETORIPARTN R/EXECUTIVE OFFICEWMa3BER N / A CC T-rU� r- ■ TORY IMITS ❑ ER E.L. EACH ACCIDENT $ EXCLUDED? I I (Mandatory In NH) E.L. DISEASE - EA EMPLOYE $ DESCRIPTION a OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required) GARAGE DOOR REPAIR AND INSTALLATION Request policy for complete details on endorsements and exclusions. CERT1FtCATF MI nro _- -.__. . __ __ 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 ACORD 25 (2010/05) QF © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD , 442129-3 VAwr ono orloakoofsust s sksA-Astitsiv - THIS IS NOT A BILL - 00 NOT PAY ale VITTEMS INC _ 8370' SW 32 TERR 33155 UNIN -DADE COUNTY °wAIRSYS DOOR SYSTEMS INC slirgrOleTIITY BUILDINO CONTRACTOR mis Is NEWAW-Fra En TO WANATO ANY osa Tore oil MY 09W OM overt OR MW This OUPOIOA. m , Oftleta m"'FAX 69/30/2011 022300S5001 000075.0D SEE OTHER SIDE '"471102,06,104a- FIRST-CLASS U.S. RosTAGE PAID MIAM1, FL PERMIT NO 231 RENEWAL CC #1199311ffil 728 513762-5 WORKER/S 1 DO NOT FORWARD ACTSYS DOOR SYSTEMS INC SMITH A DAWSON III PRES 8370 SW 32 TERR MIAMI FL 33155 0cAL. si`uitio0 1AM-1ADECOUNDf cefATELOH, 7r, BE p$PLAYED AT PLACE OP BUSLNESa T TO 479UNTY:09DE];!IATTER4. 492129-3 THIS IS NOT A BILL — DO NOT PAY RENEWAL "Weitr86bniffrEms INC CC if REMUl 0728 513762-5 e 8370 SW 32 TERR 33155 UNIN DADE COUNTY FIRST-CLASS U.S. POSTAGE PAID. MIAMLFL PERMIT NO. 231 YS DOOR SYSTEMS INC gRelliTY BUILDING CONTRACTOR 411,1 HOLD VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE Comm OR MRS. NOR DOES IT MOOT THE HOLDER FROM ANY OTHER FERRET OR LICENSE REQUIRED BY LAW. THIS 18 NOT A ceemeeriem THE HOLDER'S GU/001CA. TTONS. IWIMENVEWA TAX TAZIOR:C° LI 09/30/2011 02230035001 non-075.00 WORKER/S 1 DO NOT FORWARD ACTSYS DOOR SYSTEMS INC SMITH A DAWSON III PRES 8370 SW 32 TERR MIAMI FL 33155 LAI. -it --HAA-hi.n.JLAtinuithilnimitiOsi • • Conslru#Iun Trades -Qualifying Ord BUSINESS CERTIFICATE O COMPETENCY 02BS00728 'AMY'S E LLB,A.: ON IM-IA HI BALI QUALIFYING TRADE(S) 0022 GARAGE & INDUS DOOR 'toe -U TILE a # • • • MIAMI- COUNTY I!O!C.' Vj ;r2`1 SU$JEcii'Q COMPLIANCE_ CE_ WI I I-1 ALL FEDERAL fi?l'1 rr9).0, AND nrOULATION9 140 BUILDING CODE CO PRODUCT CONTRO NOTICE OF ACCEPT CE (NOA Amarr Garage Doors. 165 Carriage Court Winston Salem, NC 27105 91 MIAMI -DADE CO " :�L+� RIDA METRO -DADE FLAGLER vu LDING T FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buldingcode SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described h including the High Velocity Hurri DESCRIPTION: Models 950/ 51000 000, Steel Sectional Garage D or (9' wide APPROVAL DOCUMENT: Dra' ' , r C -9509- 180 -21, titled "Model 95 a: _ , Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Bead Panels ", sheets lthrough 3 of 3, prepared by Amarr Garage Doors, dated 03/14/03, with revision A dated 06/11/08, signed and sealed by Tomas L. Shelmerdine, P.E., bearing the Miami - Dade County Product Control Revision stamp with the Notice of Acceptance number an Pir�1on date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or statement "Miami -Dade County Product Control Approved ", unless otherwise noted RENEWAL of this NOA shall be considered after a renewal application has been 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 materials use and/or manufacture of the product or process. Misuse of this NOA ' ° ' P Pr � � � e�4'�a any � duct, for sales, advertising or any other purposes shall automatically terminate this NOA. F e to cZii►plth an ction of this NOA shall be cause for termination and removal of NOA. LIMITATION: 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 laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 32,000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08- 0718.01 and consists of this page I and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. and has been designed to comply with the Florida Building Code, MANMADE COUNTY APPROVED NOA No 09- 0604.03 Expiration Date: September 4, 2013 Approval Date: July 15, 2009 Page 1 v • Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS "Submitted under NOA # 08- 0718.01" 1. Drawing No. IRC- 9509 - 180 -21, titled "Model 950 Heritage, Model 655 Oak Summit (24 GA) 1000, 2000, Short, Long, Flush and Bead Panels ", sheets lthrough 3 of 3, prepared by Amarr Garage Doors, dated 03/14/03, with revision A dated 06/11/08, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 08-0718.01" 1. 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' 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 06/22/06, signed and sealed by David W. Johnson, P.E. 2. Test report on Tensile Test per ASTM E8, prepared by Metallurgical, Inc., Test Report No. 3DM -297, dated 04/09/03, signed by Robert Kelly. 3. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels, prepared by ETC Laboratories, Test Report No. 07- 816 - 20337.0, dated 03/24/08, signed by Joseph L. Doldan, P.E. • C. CALCULATIONS "Submitted under NOA # 08- 0718.01" 1. Wood jamb attachment to structure calculations, prepared by Structural Solutions, P.A., dated 06/25/08, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) • E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance with FBC 2007, issued by Structural Solutions, F.A., dated 04 /27/09, signed and sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA # 08- 0718.01" 2. Statement letter of code conformance and no financial interest, issued by Structural Solutions, P.A., dated 06/30/08, signed and sealed by Thomas L. Shelmerdine, P.E. G. OTHI R 1. Notice of Acceptance No. 08- 0718.01, issued to Amarr Garage Doors approved on 08/28/08 and expiring on 09/04/13. E -1 0? Carlos M. trera, P.E. Product Control Examiner NOA No 09- 0604.03 Expiration Date: September 4, 2013 Approval Date: July 15, 2009 • • • ADJUSTABLE ROLER MODER ATTACHED V/ M V4' x I/O' 20.1 IP NUT PER BRACKET 13 6L DEW. COMEtCIAL EP ELLER ATTACHED VAC 1/411 BRACKET 30.7' ND PER BRACKET 2 6/R' B1GA R- TRUSS A1TA31ED V/ 63 I/4'85/9' N� SCREWS AT 6• BALL TYPICAL TOP FIXTURES NEB _ SEE (TABLEa ON PAGE 2 FIR =MEN= SECTION 000FttAFATED 7400. DURASAFE CENTER ) 1/POSE /4" x ATTACHED HEIR ]FAD SCREWS 8' THICK TYPICAL DURASAFE CENTER v FONOEI , N.TJi 24 60. ION EDER= 6801( x/6-LLVMRA1XX1 AND GATED 40 6 W POLYESTER M891 STILE STIFFENERS —MEMO IN HINGE IEP.E(S) a 10P SECTION MY LOUT UNIT II =q .1l li JI i!I i. nil nll IICII! 111!I `! SIB n ADJUSTABLE SLIDE BRACKET ADAM= V/0) 114-20 x 3/6' TRACK B0T8 AG 14 GA DURASAFE A.IOTABLE ROHR CARRIERS ATTACHED TO 3 WV 88GA R -1RIOS VIED 1/4 x 5/8 HEX HEAD a sA0- ATTACHED W (4) V4• x 5/8' HEX HEAD SCREWS FOTABLE 4PLALACEEIEENNT3 9'-V NM INSIDE ELEVATION N.T.S. F] DURASAFE GAH IM ATTACHED HEX HEAD HOLES FM STRUT ATTACHMENT OF STRUT IS ADMIRED 404 DURASAFE ROLLER CAS ATTACHED TD END STILE V/ (3) V4° x 3/D' HEX 1FJ10 SCREWS PER CARRIER 0 0 TYPICAL STILE STWFENER! c t 0.1..5 v A 6 I FOR SSTRIT SA 2' 002.9. STEM ATTACHED V DV 11. HEX WAD S WS AT DM NO CENTER STILES 0' 10 BALL STEEL 9' LOB STQI ROU.ER E' (0 BALL Y STEM ROLLER SLIDE LOCH tOGAGES INTO VERTICAL TRAM( MI 20124 SIDES 5/8' MN SFSC ENSAGOENT (SNAP TTCCL OR LOCK BM( OPTIONAL) ATTACH V/00) 1/4' x 3/41E4 HEAD SCREWS TYPICAL DURASAFE END ]DOGE (9 R1:& 3 3/4. MM. ( Fl BY INSTALLER) (3) 80 CA CENTER STILES ATTACHED VLTN d3 TOG-L -LOS AT 181E TIP AND BOTTOM MD. MO ADHESIVE TO I TERMR FACE B1 60. 624 V. STEEL DM MIX ATTACHED WITH (7f TOG-L TO DOORS SKIN AND 03 1170-LIDS AT E RM. t) IN T 3/10.• x l 3/0' LAD CI) PER MAGNET 3/0M X 22 GA SPLICE 1/4-80 5APTRACK BRA T AND ME PER 6/8' A -TARSI R)ACf D400F.88 con IERRCAt. JA10 • �: TRACK MOUNTING DETAII' 2KR) N.T.S. TYPICAL BERME BRACKET N.T.S. 1 P1 FEMME ATTACHED V/ (4) 1/4' x 6/6' HEX HEAD SCREWS ADJUSTABLE AI� //4xx IM NUTS PER SECTIM4 02. FLAG BRACKET ATTACHED 10 V® JAB V/ CO 6/16 DIA. X -3/8' LAG BOLTS AND TO TRACK V/ t4) 114'-20 x 3/6 TRACK SPLICE %cit., BOLTS AND NOES j rW'E MOCKS AT 1245 LOGADN TO.t ®6111 CODA. xt NUTS LAO 'I 11 a_ r► i1 11 Ii II 36/371 X63 GA 06/0' 2- 11919) 0ALV. STEEL R -TRUSS ATTACHED V/ (4) 114' x 3/8' • HEX HEAD SCREWS AT EACH END STD-2 AND (81 V4' x 3/8• HD( MAD SCREWS Al' EAi4 CENTER ILE STRUT AT BOTTM4 PANEL . STEEL RETA2ER V/ BOT101 SEAL SE 'nth p =A (*000? VIE541 N.T.& BOD011 BRACKET 14 6A ATTACHED 3/0) 1/4' X 3/8' MX HEAD . BRAC6tT SLICER A 0WOOD JAMB ATTACHMENT TO STRUCTURE 6/16. OA. x 1 -6/6' FELT ATTA@RD 10 WPM AT EA SAM BRACKET 12 SA. GEV. SEEL A1A06D R/ N) 1/4' -20 x 6/d 1RA8< SPLICE MILT 8 NUT (TABLE 3) ON PAGE 2 PER JAMB BRM(EY SPACING TRACK OONFTCIRAR614 FOR 63' UP TO I4 TALL DOORS PKODUCTRBVFSED dc 1Y 01615 M2 Au rylm.O6b ' "d0 6/16' X 3' LAO SCROD STARTING 6' 'RCM ENDS 71EN 24' O.C. (1 1/2' EIIBfID@I1) 2 x 8 KRIICAL JAMB ATTACAM ENT in 7 24(1 PM 4724(9212 HBLR 1012( BOLT 3/8' X 4' STAR1IRO B' ET011 EN40S THEN 24' O.C. (2 1/3' MEOWED 44.D MEESE ANCHOR 3/6' x 2-3/4' STARTING 6' FROM ENOS 1HEN 18' 0.C. (1 1/4' FFNAINSET REDHEAD (TIED -00L1) 3J8' 5 4' STARTNG d FROM ENDS THEN 24° 0.0. (2 VS" DMEOMEN0 9. x x 4Q(DCAt JAMB AITAOG/EM 10 0-90 18 ( HIED SLEEVE ANCHOR 3/8' X 2 -3/4' STARTING 8' 29011 EN06 11EN 16' 0.0. (1 1/4° ITWRAWSET TAKEN 1/4' X 2-2/4 STATRG 6' FNOI ENDS USE PASO OF FASTENERS (3' APART) AT 18' 0.0.(1 1/4 194560084]11) 4A09 AND 60.15 CAN BE COUNTERSUNK TO PROEM A FLUSH MMMOG SURFACE WOOD SAMS *04OR X2-3 4 MO /3 mouse O ANCHOR ALLOWABLE LOA) DUE TO SHIRT 1D@ OURAWXI HAS BEN BY 124 14 ex Pradm({'pmld raorsuorommsso so angtingolibeellndis nacepersteDin '-0!/2 D7lbl 4 WWII IF WHIRS 11110 ST A RIMER 08- 12-890 MAX 222E 6'x14 DESIGN LOADS +51.1 PSF -60.3 PSF LARGE E8SSLE DAPACT RESISTANCE 103 WOAD COST VD270 -SONAR. NO 27205 VVVAMRPRCOI YODEL 980 HERITAGE (14(( GA) 1000. 2'000 14 1000. 11000 ;MODEL 055 OAK SUN= SHORT, LOE48. BLUSH, AND BEAD PANES SE DRAWN Od OAK Ofl2/Ri 81•6 60* B mazy AI2 0812 43p4/I5 IRC -9509- 180-21 BREED VDUSL 9I9®BE PE IC 64*4009 *000 1 OF 360 • • • TABLE 1 DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP #2 A B C D E F G H T :..; 21" . ,I. IEAUilEilNNIIIIIIIIIIIIIIIIIIN ' "; 21" 13'6" 21" 21" :70:112". 7' 5 1/2" 16" 37" 58" 13:24.!! /0 21"::18 76 1/2° ffifirda itra UAL 1 ": Cii lial ME 18" 18" 18" 8' 51//�2" "3" 4° 52° 70" ��_ 88 a �1r6 EA 67' MINES 85° MIN ULU 100 1/2" 9' 51/2° 13" 31" 49" EMI UN EA I 10' 551//2' 16" 37° 558' 76' 94° 112 1/2" ` 11' 5 1/2" 16" 34" 52" 70' 88° 106" - ___ 1241/2° 30:1 .::. is (I' ` Ellii iiii I aliiKAIENIfil 12' 51/2" 16" 37" 58" 79" 100" 118" _ 136 1/2" IKEA MILA II 1 ' 13' 5 1/2° 16" 37" 58" 76" 94" 112" 130" 148 1/2" 13'>6" ' LIU Ell Rail CAI La ELZiEra .,' ,136" 14' 51/2° 16° 37" 58" 79" 100" 121" 142" 160 1/2" TABLE 3 TABLE 2 DOOR HEIGHT SECTION HEIGHTS Btm #2 #3 #4 #5 #8 #7 #8 :' 21" 21* ' 21" . ,I. ice ' "; 21" 13'6" 21" 21" 21" 21" 18" 18" 21" ..21".,. 13:24.!! /0 21"::18 " '` 1 "' 12'6" 21" 18" 18" 18" 18" 18" 18" 21" 11 6° ®MI 18" 18" 18" Ela INELUMEIMIWELA ;; #8" ER ER Eli Hill ER Hi Uhl ail GM ME 8",111133 ISM 18" 18" 18" 18" KZ MIKA E8"; EfilKW 21" 18" F SEEM Eill Era II MEHRA 21" 10' 6° 9'6" 8' 6" 7' 6° 18" 18" 18" 18" 6' 6" 21" 18" 18" 21" DOOR HEIGHT A TRACK ATTACHMENT F G H I SPLICE M N S sir T 7`' 8' 9' ®® EZIOEM 1 11' 6 12 13' 38" 46" 56" 68" 38" 46" 56" 68" 38" 46" 56" 68" 78" i i`.1'Ai811.', ----- EiNEMMINIMINMEKE LIMEatairmateacilLTAIMULAIMINIMELJA o P s a ®IE® MGM LIMIER 88R UMEINEEZINI 78" Eittairail 38" 46" 56" 68" 78" 88" 76" 88" 100" 100" 112" 38" 46" 56" 68" 78" 88" 100" 110" 124" 38" 46" 56" 68" 78" 100' 110" 136" 14" 38" 46" 56" 68" 78" 100" 148" 14' 3" 14" 27" 38" 46. 56" 68" 78" 88" 100" 114" 122" 134" 146" 160" DESIGN LOADS +230.0 LSS/FT 49-271.4 LBS/FT IN1ERIOR OF GARAGE MAX SID1H 9'0' SEE NOTE 2 SPECIFICATIONS AND NOTES 1. AU. THE LOAD FROM 'ME DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZ0ITAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FRC& THE DOOR. 2. 2. EACH VER1I & -271.4 �/FTMAXMUM DESIGN LOADS OF: 3. DOOR AND HARDWARE WLL BE DESIGNED. MANUFACTURED AND INSTALLED Sim STANDARDS AS SET FORTH BY DA91*. 4. DOOR SECI1oNS SHALL BE 24 GA. (.024) MIN. EXTERIOR SKIN ROLLED FORMED, 0-40 GALVANIZATION W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO 70" HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5 /8" R -TRUSS PER SECTION 8. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 2 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THUS DRAWING IN ADDITION TO OTHER LOAINGS. ORtAANCE B. 111E ME1HOD OF its WAS 84 SUBSTANTIAL ® WITH THE PROCEDURES D SESCRIBED M ASTM E330- �ASSCE 7-05, AND FLA. BUILDING CODE PROTOCALS TAS 201, 202, 203. 9. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF &I- CONS USED TO FABRICATE ODOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM O 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO AS TM E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MKT. TO TFIS OFFICE A COPY OF THE TEST REPORTS W1171 CONFIRMATION THAT 7HE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 32.000 PSI OR MORE SHALL BE USED 70 MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE PRODUCT REVISED IEY IE92115I IF VMS OAT IR As MOM' volAVietkent 09 03 A UgRR10110211i18'i1G898kR3ATID 02- 12.0891 Eimi tke .3 MAX SIZE 9 x 14' DESIGN LOADS +51.1 PSF -90.3 PSF iW LARGE NSSLE IMPACT RESISTANCE 013317A0E 03RT 555101- *M.f". NIL. 2755 AMMAN/03M MAIM 950 NERI'A55 (114 GA) 1000, 264)0 Oman 855 OAK 513116199 OM 0A) 1000. 9000 SHORT, LONG 90088, AND ) PANES 9E MAIM LI 01E 01/0204 DRUM u B awn sr ATE m0: camp IRC -9509- 180-21 Bit>IEER DOW L 91131308P1.110 k 010512 SM 2 EF 30 • • • ®TABLE 4 Section Width (ft) Farrel center Sme Location (Measured from Left Edge) tat (In) tat (in) 3rd (hi) 8' 0 Long 24.000 48.000 72.000 8' 0 Bead 24.825 48.000 71.375 2. _! 1 , 8 ?, ' .490019 .x.,7884': 8'2 Long 24.500 49.000 73.500 8' 2 Bead 25.125 49.000 72.875 `, (4 .,;:' Shutt, .':: 24400 . 0:00 8'4 Long 25.000 50.000 75.000 8'4 Bead 25.825 50.000 74.375 848 ' > ": :r r:: ;28 :: ;: ' '1110Q0 .. '.:.: 1500: 78.500 8' 8 Long 25.500 51.000 8' 6 Bead 28.125 51.000 75.875 •8'8::;x' ' ' ' :4640 :.:.02- " . );. 71„341 78.000 8' 8 Long 28.000 52.000 8' 8 Bead 28.825 52.000 77.375 8' 18.. , Short 27:034 .: 53:000 :• 78 .95.8. 8' 10 Long 28.500 53.000 79.500 8' 10 Bead 27.125 53.000 78.875 9' 0 Long 27.000 54.000 81.000 9' 0 Bead 27.825 54.000 80.375 .1mxrctammo PJ000UOir i .:,,,ommpiyits *Ate FMei6 Ceob95999612145 sYt . AildiNCede _ 1191ee mart, , / -2.∎ .,- Pr.eetb g . 414'• 671 033,1191 W 185136 PeedeoedYild ° ", PeeAeetCallwl »twee A AR19 01 10 20/18'MCILORI6NDD S MAX SIZE r 9' It 14' DESIGN LOADS +51.1 PSF -60.3 PSF ACT MI59i IMP RESISTANCE • 24,7- 165 CAMAGE COURT V96701 -SALH4 N. 9700 VWAIMeRtOe YOU 950 WMYAOE (24 GA) 1000, 200 ®YODEL 655 OAK S01111177 (24 0A) 1000, 2000 BROST, LONG, PLUSH, AND 52AD PANELS 22 16/619f W 511E WW2 O6e12 Mie® B wow ME ME spits i$C- 9509 - 180-21 BIE9S 11096 L MIME PE 1C Na 51659 9EEI 3 IF 3 ® • • Wind Load Door Measurement Sheet GARACF ODORS Please send Completed information for each door via e-mail (preferred) fax, or post to: E -mail: engineerinadeottamarr.com Please place "Wind Load Door Measurement" in the subject line. - Fax: (336) 251 -1908 or (336) 251-1901 Engineering Dept Attn: Windload Door Red Amarr Garage Doors 165 Carriage Court Winston - Salem, NC 2710' Required Dimensions' ft 3Os— ;4`1 -- 4-s,� 1) Door Ope ings (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')/2 =15'. 3) Measurement from door opening to the nearest corner of the building. 4) Building footprint (length and depth of building) 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. j l i4'`k � vl om_. cz,a 4,3a)e Required information: Home or Building Owner: 14 re ( M c -Cot- -( Street Address: et u City: ; oAAA. State: Florida Zip Code: 33 13 % County: P.: Dade (146 mph Exposure C) ❑ Broward (140 mph Exposure C) 6qz 6a 03 Dimension #1) Door Opening: Width 8 5 x Height 1 `S (Example 15' -6 ") A / s. z - .ca_` a Dimension #2) Mean Roof.Height: I3.G -f 11 c� ( t( Dimension #3) Distance f - - - • �ning to nearest corner of building: 4 Dimension #4) Building f otprint sketcw7th dimensions. Provide In space below or on separate sheet BHG 9 -07 STRUCTURAL SOLUTIONS, P.A. Project No.: 12 -002 5921 -G West Friendly Avenue Date: 3/29/2012 Greensboro, North Carolina 27410 Garage Door Windload Design Pressures The following Design Pressures have been calculated in accordance with ASCE 7 -05, Section 6.5.12.4.1 for Components & Cladding, based upon the design parameters listed below. Building Address: 9207 NE 1st Ave Miami Shores, FL 33138 Garage Door Width: 8.75 ft Garage Door Height: 7.75 ft Basic Wind Speed: 146 mph Exposure: C Mean Roof Height: 12.5 ft Least Overall Horizontal Dimension of Building: 18.7 ft Distance from left building corner to edge of garage door opening: 1.33 ft Distance from right building corner to edge of garage door opening: 1.33 ft Roof Slope: any slope Positive Design Pressure = 40.7 psf Negative Design Pressure = -46.9 psf Design Assumptions: The building is considered "Enclosed" as defined in ASCE 7 -05 The Importance Factor and Topographic Factor for the building are both 1.00. The building and garage door measurements shown above were provided to Structural Solutions, P.A. by others. These calculations do not address the structural adequacy of the jambs or other supporting structure. These calculations merely determine the Design Wind Pressures for the given garage door size and building geometry. Evaluating the structural adequacy of the jambs or other supporting structure is not the responsibility of Structural Solutions, P.A. This document is only to be used in conjunction with Amarr Garage Doors ®ovalmameec ''' E Aso ., • ° `°* ° {� STA E OF u 4✓ sts' °k P� ©,ice IP ThorNot B iiiie, PE STRUCTURAL OLUTIONS P.A. Florida PE# 48579 J:12012 Projects \12 -002 Amarr 2012 Retrofit Doors \9207 NE 1st Ave_MIami Shores_FL_33138\Garage Door Pressure Calculator 7 -05.xls STRUCTURAL SOLUTIONS, P.A. Project No.: 12 -002 5921 -G West Friendly Avenue Date: 3/29/2012 Greensboro, North Carolina 27410 Garage Door Windload Design Pressures The following Design Pressures have been calculated in accordance with ASCE 7 -10 Chapter 30 Part 1 for Components & Cladding, based upon the design parameters listed below, using the Load Combinations in Section 2.4.1. Building Address: 9207 NE 1st Ave Miami Shores, FL 33138 Garage Door Width: 8.75 ft Garage Door Height: 7.75 ft Basic Wind Speed: 175 mph Exposure: D Mean Roof Height: 12.5 ft Least Overall Horizontal Dimension of Building: 18.7 ft Distance from left building corner to edge of garage door opening: 1.33 ft Distance from right building corner to edge of garage door opening: 1.33 ft Roof Slope: any slope Positive Design Pressure = Negative Design Pressure = 42.6 psf -49.1 psf Design Assumptions: The building is considered "Enclosed" as defined in ASCE 7 -10 The Topographic Factor for the building is 1.00. The building and garage door measurements shown above were provided to Structural Solutions, P.A. by others. These calculations do not address the structural adequacy of the jambs or other supporting structure. These calculations merely determine the Design Wind Pressures for the given garage door size and building geometry. Evaluating the structural adequacy of the jambs or other supporting structure is not the responsibility of Structural Solutions, P.A. This document is only to be used in conjunction with Amarr Garage Doors %14:141:5010521.:118:::18S-74 I ®OQ� .7j�Ap e rt ,c+a p . STATE OF 4/ 4 •-' P 4/lZ Thomas riStiiiiiikiriePE STRUCTURAL SOLUTIONS, P.A. Florida PE# 48579 J:\2012 Projects \12 -002 Amarr 2012 Retrofit Doors \9207 NE 1st Ave Miami Shores_FL_33138\Garage Deor Pressure Calculator 7- 10.xls DOOR Y T E M, INC "Our o e is your garage?" DARE oi,t M NROE:',305- 229 -4007 ERbWAIW: 954491 -1003 Fa::: 05- 225 -776 Ema17� Actsystioors@belitouth .net DL: 1; GARAGE DOOR ESTIMATE o hilt Appiic Lion Municipaltyt Dade CIVOIBS00728 - Bwd CC 4- 11166 -FC-X - Monroe CC#SP- 3869 8370 SW 3 Teri ne• l iaxni Florid : 3311' >5 • eased and insure co to _ `iSc WIC` %V ACtSVSGarage fl— n rid Cade Calculation 0 Site Efevatien 0 Pho rtomer se Repeat o belts O eiSmt Yeltow P e Set 0 A A Ei Googte Map 0 ttg Yelling Pgs D AngiesLtrd corn 0 Sticker 0 Other 0 Ho3rrestea8 it"Pgs O Truck 0 Email° y ±efowpages=com D ANMAREt.com Hom Show © tiftlillamerAmm Ot OLOPAY.c om Garage Must be clear Before Installation Date -- See Back Opening Size 0 Retro Fit Model 0 TUFFRAX 0 New Construction Rai Battery Qty. Each 7 8.10 es no 2 3 0 Customer ProvkdedDoor 0 Customer Provided Motor 1 2 Sire 08 X7 08x8 ■ 12X7 01847 0U8X7 as X7 .':` lu 12'x8 016X8 018X8 10X7 01101e 010x14014X7 0-14X8 HURRICANE DAMAGE NOT COST EFFECTIVE TO REPAIR A: brim auull & Recanted of old door 0 Wood New Construction g Oislon Spring b► Rear Mount Int:. tax double, Pads 2 3 CatcLdaf ns 1 .0 OCement Cutting 0Single Door 0 Double Door 13 Ti mecharr& !� High-Lift Extra Weight 98 Oinsert Style cl tnse Removal 0 Enclosed Motor ®; rner Ha -. Brackets Decorative 0 Hinge 0 Handle a..ar 1 2 3 4 1 2 3 0 Step Plate 0 Studs 0 Doan Knocker lrt : cation Accepten se P - tee • 1p . 415. E ! 7 trrepackion Apprevni Payment Method: DCHECK CASH fit. DCH Urr cARopotilAt /Amex), .OA fbr inri&iWq- ..F.IMBflsiiir .r a . Accep the reveal WARRANTY: 3g days free parts and l€t-bor on vorlt prievio 1y ct�. 3 rings, later not tncluded,New door and motor :6Ina thl ltmit+e as txstimteat war abeam sensors. s Please read Terms and Conditions-and Safety Warning WC/ Pald Check (2)* (I/L` on the reverse si fgo Fio7 s ttAyEA B t TatlN Rar * r 9—* Mawr. BYES . DNO As 4JF me cusTomER Notice O Acceptance & Product ro , W ThO1J f 1 i,1 ISR A REEs TO PAY ALL FINES AND NOT AC Y: a •'. R SYSTEMS, etc. Approve Documentatlon Received ti7ms iltet tJ1U tart a Of above work as being sattsfaetory and ttun equipment has been i : ft Ln gtatd oontiltton anfer work, inlmp to d�; Customer was informed /advised that all items /objects will interfere with path of doorand cause a racked door situation. Do not repair the door yourself, call a professional.