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WS-10-184
4 Schedulenspection Date: April 22, 2010 Inspec Owner: S • LOTIONS REO IAONSUMER Job Address: 189 NW 102 Street Project: <NONE> Contractor: ACTSYS DOOR SYSTEMS INC. Building Department Comments April 21, 2010 Miami Shores, FL 33150- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 141183 Permit Number: WS -2 -10 -184 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1131010230080 Phone: 305 - 229 -4007 REPLACE OLD GARAGE DOOR WITH NEW HURRICANE APPROVED GARAGE DOOR Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 22 of 25 Feb 18 2010 12:31PM 3052257763 DO NOT FORWARb ACTSYS DOOR SYSTEMS INC SMITH A DAWSON III PRES 8370 SW 32 TERR MIAMI FL 33155 2 i►l i►►► 11,,,.11 ►1 ►i ►►I ►1 ► ►�1�� „if► ►i�, li ►,i ►1 ► ►, lli ►.,I ► ►i,l p.1 February 12, 2010 Village of Miami Shores Building and Zoning Department 10050 NE 2 Avenue Miami Shores, Florida Attn: Building Official Re: Residence 189 NW 102 Street Miami Shores, Florida 33138 Dear Sir; We inspected the masonry in -fill into the original garage door opening. The removal of the masonry in -fill will not affect the structural integrity of the building. All work must be in compliance with the requirements of the Village of Miami Shores and the Florida Building Code. Please call if we can provide any additional information. Very truly e/ • ur ` /� d and A. Lan = rs. P.E. President Permit : Edward A. LANDERS P.E CONSULTING ENCINEERS FEB pUlEIIVZ Elt 1 8 2010 BY: Kr- i0 -Ig- 7850 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL 33016 * (305)82.3-3938 * FAX (305)823 -9355 Owner Information Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $110.00 $6.00 $0.80 $117.60 Project Address 189 102 Street Miami Shores, FL 33150- 1131010230080 Block: Lot: CONSUMER SOLUTIONS REO L Building Department Copy February 18, 2010 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Contractor(s) ACTSYS DOOR SYSTEMS INC. Phone 305 - 229 -4007 Cell Phone Phone Type of Work: GARAGE DOOR No of Openings: 1 Additional Info: IMPACT Classification: Residential Invoice # WS -2 -10 -36973 Invoice Total Amt Paid Amt Due $117.60 $117.60 $0.00 Check #: 5967 CeII CONSUMER SOLUTIONS REO LLC 919 CORPORATE LAKE Drive TAMPA FL 33634- For Inspections please call: (305)762-4949 Available Inspections: Inspection Type: 1 2 • • • BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING R Owner's Name (Fee Simple Titleholder) Owner's Address / N • , � _ / _ `,, 1 (Ai Cit $. j (Ii,,n4.I' � J — State Tenant/Lessee Name Email Notary $ r6L. fe be ba Miami Shores Village Building Department gLaze Job Address (where the work is being done) City Miami Shores Villa e FOLIO / PARCEL # 1 sq 13.1...) &-'j' County Miami -Dade Is Building Historically Designated YES NQ d� Contractor's Company Name Contractor's Address B37® 5W City N ; State 1= `. Zip 3 3 i Qualifier Name 4 . 7 . 6 u , Phone # 3e 22q -kk® ®r State Certificate or Registration No. Certificate of Competency No.r a I So ® ` '1 ae. E -mail et 0 --4C sot t b € i \AAA . e - Contact Phone 3 22..E > �� • Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ['Addition Describe Work: 1C.e_co` dacktas c r 'Avg 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit lo.W� 10 - 9 Master Permit No. OOFING �//� ,/ R 1 r '"l e d, o „ Phone # 3 7-7 2...54 0 (O2. f1 F(. Zip .3/S- - 7 C.0 ®® Square / Linear Footage Of Work: S( . 1= T ['Alteration A DNew ` Xr Repair/Replace El Demolition • nk a tmr,m a � Qe — 1.„�` � rN et. a 01e-P t: 4"e_ p fl Vk 1a*** * * * ** * * * *,k * * ****** *sex ***six * * *** *art* F ees *** * * *** * * *** * ** * *, * *** ** * * ************* ** Submittal Fee I Permit Fee $ i/o c" Training/Education Fee $ O• Scanning $ 3 Radon $ Doable Fee$ DPBR $ Violation date: Phone # Phone # Phone # Zip .3 3 I_, v 30' 7 zcl `( 007 Flood Zone (I , 0 CCF $ ( J•(/2(J CO /CC.$ Technology Fee $ Bond $ Structural Review. $ Total Fee Now Due $ ( (ROO See Reverse side -+ Imemlwan FEB O42Oip BY: ....................... 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 CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that. all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job sit for the first inspection which occurs seven (7) days after the building permit is issued. S ante of such posted notice, tl inspection will not be approved and a reinspection fee will be charged. , liC Signature o f � t/' Signature at ` A / 4rI. � % 1 11, Owner or Agent Contractor oreoin g instrument was acknowledged before me this s� � g g ,,�f% The f p The foregoing instrument was acknowledged before me this oc day of 4..ketm .a.c , 20 1 0 , by , day o I' k 20 I 0 by or who has produced L-- wh , is personalty kno , try me or has produced NOTARY PUBLIC: Sign: Print: (Revised 07 /10 /07)(Revised 06/10/2009) entification and who did take an oa as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Comn • ti COMMISSION # DD798265 EXPIRES June 16, 2012 Fkv dallotarySenlce mm 6 My Commission > "_ MY COMMISSION # DD798265 EXPIRES June 16, 2012 407) 3 -0153 Fwridallomrvservice.con 4e, k, YsPsFJeik**4esF*dc3rik4e *** **** **cF04e*T *** eke**** 4 e******** 9r**** 9rl e** k9e******* *9r*4 *** ****9rk$r9eirle**** r, k4e*,ktkdr9e*drtk4:,Y***,N** *desk APPROVED BY 4I J '/a - Mans Examiner Zoning Engineer Clerk checked. • • Wind Load Door Measurement Sheet Please send Completed information for each door via e-mail (preferred), fax, or post to: E -mail: engineeringdeDt a(amarr.com Please place "Wind Load Door Measurement" in the subject line. Fax: (336) 251 -1908 or (336) 251 Engineering Dept Attn: Windload Door Request Amarr Garage Doors 165 Carriage Court Winston - Salem, NC 27105 Required Dimensions: Required Photographs: Required Information: Dimension #1) Dimension #2) Dimension #3) -1901 mag9 s - zz� -�fofl� 1) Picture of building taken from the curb (or front of house). 2) Picture showing door opening and the nearest comer of the building. Home or Building Owner: fa Street Address: tax? vv v CitY: /744 er(49 Stat Florida Zip Code: 2/ County: gDade (146 mph Exposure Broward (140 mph Exposure C) Door Opening: Width x Height T (Example 15' -6 ") Mean Roof Height: ( ,+ g 8' 2 r Distance from door opening to nearest comer of building: :90.O GARAGE DOORS 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')/2 =15'. 3) Measurement from door opening to the nearest comer of the building. 4) Building footprint (length and depth of building) Dimension #4) Building footprint sketch with dimensions. Provide in space below or on separate sheet 43.0 BHG 9 -07 • • 000.1 • • •.•11 • •••• •••a • • •0.1• • 0• • • ••000• STRUCTURAL SOLUTIONS, P.A. 5921 -G West Friendly Avenue 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: 189 NW 102nd St. Miami Shores, FL 33150 Least Overall Horizontal Dimension of Building: 50 ft Distance from building comer to edge of garage door opening: 1.5 ft Roof Slope: any slope Positive Design Pressure = 41.3 psf Negative Design Pressure = -47.2 psf 0000• g ns: grlSidered "Enclosed" as defined in ASCE 7 -05 f actor and Topographic Factor for the building are both 1.00. 1'Ke' building apl arage door measurements shown above were provided to Structural Solutions, P.A by • • othiess. 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. The Building Official has final authority to determine the suitability of the actual conditions where the garage door is located. This d is only to be used in conjuction with Amarr Garage Doors e meeoe e b ,e ( ;) ® o ° 0 0040579 }:y° �.y. ms° m o Thomas L. Shelmerdine, PE STRUCTURAL SOLU77ONS, PA Florida PE# 48579 Garage Door Width: 8 ft Garage Door Height: 7 ft Basic Wind Speed: 146 mph Exposure: C Mean Roof Height: 9.8 ft Project No.: 10 -002 0 3 3 II �I 9 Date: 2/3/201 F E B 0 4 2010 APPROVED BY 'n e / BY: W ZONING DEPT BLDG DEPT DATE caFey i_!,. I ECT TO COMPLIANCE WITH ALL FEDERAL ten! iNTY RULES AND REGULATIONS J:'2010 Projects \10 -002 Amarr 2010 Retrofit Doors \189 NW 102nd St._Mlami Shores FL 33150 \Garage Door Pressure Calculator.xls • • •.. • • • ••.. • • • • • .... • • .•.. • • ••• • •. • • • ••• .• • • . • • • . BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 - 1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buldingcode 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 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 herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Models 950 /6551000 & 2000 Steel Sectional Garage Door (9' Wide) APPROVAL DOCUMENT: Drawing No. IRC- 9509 - 169 -15, titled "Model 950 Heritage, Model 655 Oak Summit, •(24GA) 1000, 2000, Short, Long, Flush and Bead Panels ", sheets 1through 3 of 3, prepared by Amarr Garage Doors, •detect 03/12403, yvjth revision A dated 06/11/08, signed and sealed by Tomas L. Shelmerdine, P.E., bearing the Miami- • • pad. Count%Ptodt ct Control. Revision stamp with the Notice of Acceptance number and expiration date by the Miami- • Dads County Product Control Division. •MIISSILF.U'ACT RATING: Large and Small Missile Impact Resistant VABEL1NG:„Eagt unit shall bear a permanent label with the manufacturer's name or logo, city, state and following • • •statement:: 1/ 14' iDade County Product Control Approved ", unless otherwise noted herein. • •REFIEWAL pf his NOA shall be considered after a renewal application has been filed and there has been no change in • • thb applicalA,btlilding code negatively affecting the performance of this product. • TERMINA=1,11 of this NOA will occur after the expiration date or if there has been a revision or change in the • • • materials, ust„Ap /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for • stiles, advsrtising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of • • Nits NOA's141114 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 and renews NOA # 03- 0502.03 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 APPROVED NOA No 08- 0718.02 Expiration Date: September 4, 2013 Approval Date: August 21, 2008 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC -9509- 169 -15, 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 03/12/03, with revision A dated 06/11/08, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 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 04 /15/03, 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. .. ..... •... • .. • • • . • ...... • I : CALCULATIONS • 1. • ■:ood jamb attachment to structure calculations, complying with FBC -2004, prepared • • •. • .. Structural Solutions, P.A., dated 06/25/08, signed and sealed by Thomas L. • • • • • • • .. .: $�lelmerdine, P.E. • .... .. ..... • • ». QUALITY ASSURANCE ...... 1 . • 'Miami Dade Building Code Compliance Office (BCCO) � • • • ...... • • • •• • .. • . •'E' MATERIAL CERTIFICATIONS .... 1. None. F. STATEMENTS 1. 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. OTHER 1. Notice of Acceptance No. 03- 0502.03, issued to Amarr Garage Doors, approved on 09/04/03 and expiring on 09/04/08. E -1 2,g1 De Carlos . Utrera, P.E. Product Control Examiner NOA No 08- 0718.02 Expiration Date: September 4, 2013 Approval Date: August 21, 2008 • • •S• • ••.•• • • • .. • • • • • •.• • • • • • • • • • • • • • ••. • • • • • 13 OA GALV. CAIERC4L TOP BILLER 8RA0JET ATTACHED 11/44) 1/4• x 3/4. 121 NEAR SCREWS PER SRAC ET TYPICAL TOP FIXTURES N.T.S. SEE MILE 8) ON PAGE 8 TAR - REC13e21DED SECT= COWI00'4TIC4 . "© • 3' 80006 STRUT ATTACHED V/ OD VY x 3/4. 121 HEAD SCREWS 3' 205A STRUT ATTACHED V/ 43) (/4• x 3/4' H21 HEAD SCREWS TABLE ON PACE 3 P110 2102 4 PLACFJENTS 4-0' PAX INSIDE ELEVATION N.T.S. TYPICAL DURASAFE END HINGE ICES. (1) 8/16' MA. : 1 TAO BOLT ATTACHED TO JAYS AT EA. dee BRACKET 133 OIL CENTER STILES CB TOG -L-I.CH AAIDED AT THE � 4212 BMW RAO. AND ADHESIVE TO INTERIOR FACE 14 DA ARASAFE Ea NILE ATTACHED V/ 48) (/4' x 3/4• 121 WAD SCREWS 45A. BURASNE REELER CARRIERS ATTACHED TO END STILE V/ (3) (/4' x 3/4' H21 HEAD SCREW PER CARRIER 10 BALL STEEL WITH 8' STEN REELER V/RCTAINER SLIDE LEER( ENLACES 114T0 VERTICAL TRACK W 8001 SIDES 8/8' NN MADDEST CCIFIXem6 TO SFHC 3603 -E (SNAP LATCb 88 LOOK BAR OPTIONAL) ATTACH V/1N 14' x 3/4921 HEAD SCREWS 80 0A GAIN. STm. END STILE ATTACHED NMI Of MCA. TO OMITS SKIN AND CO T2 -L40C AT BUM R (2 8 81)) 12*. T T RdlER TRACK V II1W6038 J41' EE (TABLE 1) 4'4 PAGE 8 FOR STRUT SPACING 314. MOM 1/4-80 x 0/8'TRACI SPIACF 8EET AND MIT C ®RIVETH TRA�M�N�NG DETAI�DETAIL SCUMSSi )Ri 8824 LEE 040. 8 OR BETTER) •• . . • •• ••• •• •S • • • • • •• • • • ••• N.LB. TYPICAL DURASAFE ccoM ittlat 3. ROCA STINT ATTACHED V/ CD 1/4' x 3/4' NEX HEAD SCREWS AT DID AND Ce4TER STILLS B . ID BALL STEEL 8• STEN REELER • 14X1 CRA41.E • ielm,,,,../. ✓ 07112 0 ' MI • • • • • ` • ••• • 14 RA MN maim 8®1 Ty 6-40 BALYAN) Mel P el 0. Y131ER ROSH 3. 2884. STRUTS ATTACHED V/ @) 1/4' x 3/4• HEX HEAD SCREWS AT EACH CENTER STILE TYPICAL STILE STIFFENER° N.T.S. STILE B N !@M �24SJ ON TOP SECTION OILY TYPICAL BOTTOM BRACKET ° ?LTD. HOLES FUR STRUT AITACBENT (STRUT NOT WPM TOR CARRY) • SEC11ON A —A (SIDE VIEW) N.T.S. BITCH BRACKET 14 0A. ATTACHED V /4b 1/4' K 3/4• HEX HEAD 320211S WITH A 13 ¢L BRACKET SLIDER colt JAMB ATTA CHMENT TO STRUCTUI� TI COKKIDRCIAL mum ATTACHED 1l/ (4) 1/4' x 3/4' 126 WAD SCREW ADJUSTABLE SLIDE BRACKET ATTACHED V/® (/4' x 1/8' BELT AND MRS DID HINGE x 80 0A. STRUTS 4B) PER SECT1011 . gnatinaKER Mr x 6' LAO 2188 361X8 r TRa1 vas 1161 14' O0 (I 1/4' 0413I14I) Nom Tax EV X 4' seam r 4Na1ens 116 14' 06 (21/Y.T11T1•RO Hui sire No01 3/6' K 1 -8/4' MAIMS 6' Mal Lm Mel AM 06. 41 I/r I eim (BhBOC) 3/r x r sump 6'486 ens R61 1r 00 a neireen axe 41164 1011..• IL1 new 8101633 )8'x1 -8 /r SUMS 6' M81 L0/ 161 s' 00 D 1/4' TAXON_ Ile 11-3/4" Senn r Tom eon US Piss AI (M tr 114. MEMO MAIL *C Ou 6 1 PROWL R4 0 PRO A RAM 83626 TRBPImA V O I ALMAS LT MAMMA IMAM NAOM6 In 3a aH TO 01NN an MMASIM LOOM 04. FLAB BRACKET ATTACED TO HOD .14245 V/ (3) 5/16 DMA x 1-8/0' LAG BOLTS AND TO TRACK V/ (4) l/4'-88 x 3/8 TRACK SPLICE BOLTS AND NUTS SPLICE TRACKS TRACKS AT 1109 1OCH1ION PUTS .40 10 4AYB 4114 8(� /18 ILIA. x 1 Bole 1)5/16' DIA x 1 -8/3' LAO BOLT ATTACHED TO JAYS AT EA. JAMS BRAC ET 14 0A. 041.0. STEEL JA163 BRACKETS ATTACHED 6/ (194.7 1/4' -10 TRAWL SPLICE . MIT (TABLE 3) 86 PAGE B .WIB BRACKET SPACING TRACK CCEB'OURATICI FOR B6' UP TO 14' TALL DOM YT 030IPICH W 02680 CAE 81 A ATWOIW 1418.26&Gl® 01-11-01 SO/ MAX SZE DESIGN LOADS +43.3 PSF -31.2 PSF M1SSLE RESISTANCE I8 MRS= CART V111144-SALEAL N0 67123 V WA0 RRCON YODEL O0 BBIOTAGB (84 CM) 1000, 8000 ®YODEL sAa ors 8WOO4 (26 01) 1000. 2000 1�OHS, IOND, BfEBH. AND BRAD MEW SE 24 B/ DJ Y0E O)/Rro7 ME KM B am® Br At 8018 a+/D/m RC -9509- 169-15 BIM MIL MEM PE UCYODI@IN 90011 6 J® 4 DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENIMCC§CT1ON 00IVf- 1CURATIQN) • • TOP A B C D E F G H I J K L IM' • N. 0 T 6" ' ®MEAD® 8" ` 43318"61:3/= 7' ° 21" ®��® 63" 18" 21" 6 •< 4 " 7' 5 1/2" 18" 25 3/8" 46 3/8" 60" 67 3/8" 12' 6" • • 18" 8' 10" 21" 821/4" T 8' S 1 ": 5 1/2" 15" 18" 22'318" 25 3(8" 36" 40 X13" 43 3/8" 51" 54" 5r ' 3/ 61 3/8" ' = 72" 7 / IP : • 21" 21" 21" 18" 881/4" k 10" 18" 38" • 72" 94 1/4" 8' 3' 54/2`.' ; 18" 25 8" . T.. 46 °:, SO " ... '87" ::78" '85; iniemal 21" •.. •' 18" 18" 00 4" 9' 5 1/2" 15" 22 3/8" 33" 40 3/8" 51" 58 3/8" 69" 76 3/8" 21" 94 3/8" Earl 21" MI .:118" 106 1/4" 9'6t: ` 21" 39" 57" 75" 93" 111 " 18" 124" 11' 6" : 90 ".: 973/' Liiira MI 6 3"° EllieLitilli EffEln 10' 5 1/2" 18" 25 3/8" 39" 46 3/8" 60" 67 3/8" 78" 85 3/8" 96" 103 3/8" <10" EA `38'`' OA 118 1/4' 10';6" : 11' 0E12E2 5 1/2" 18" 25c 3'9 46 318" •5 21" 42" 63" 81" 1o2" 10 8 3 1;'; INESONE 148" .; 13'.6" 1:0" EMU 130 1/4" 25 3/8" 36" 43 3/8" 54" 61 3/8" 72" 79 3/8" 90" 97 3/8" 108" 115 3/8" 63" 11' 6 '- Mil la 263/8"; 1.51EM10167 .3/8° gal 85,3/8" 96" 103 : 8". IIEREUEUI 12' 5 1/2" 18" 25 3/8" 39" 48 3/8" 60" 67 3/8" 81" 88 3/8" 102" 109 3/8" 120" 127 3/8" 142 1/4" 12r MARA 2 5 3 /"; lUiEhgEUMI 5 1 %3 I) :. LL5IIIELIA 126"133; .8, ' 13' 5 1/2" 18" 25 3/8" 39" 48 3/8" 60" 67 3/8" 78" 85 3/8" 98" 103 3/8" 114" 121 318" 132" 139 3/8" 154 1/4" 13':6" 5112 "' 18" 25 30• 39" 48 318" 60" 67 81" 88 3/8" 102" 109 3/8" 20" 127:3/8" 138" 1 1601/4' 14' 5 1/2" 18" 25 3/8" 39" 46 3/8" 60" 67 3/8" 81" 88 3/8" 102" 109 3/8" 123" 130 3/8" 144" 151 3/8" 166 1/4" DOOR H E I G H T TRACK ATTACHMENT SPLICE A B C D E F G H S `, 8 ' 6" 1 0" IIMIE21 5:7 " ®MEAD® 21 " 13'6" 70" 7' 10" 21" 42" 63" 18" 21" 13' 2t ! ' , . FiliEiliiillitilliEil 76" 7' 6"_ 10".1:36" MIEN'S 21 12' 6" 21" 18" 18" 8' 10" 21" 39" 5T' 75" EIMIENCIMBIED1 88" e' ' .;: ' 1r " iiiiirai 63 " - ': I7iilIllIlliIlll 21" 21" 21" 18" '' 9' 10" 18" 38" 54" 72" 90" nd 100" 9'6": . T.. muzi 21" '87" 21° iniemal 21" 18" 18" 18" 18" 21" 81" '.' ' 10' 6"° 10" . ", 2442• 21" . _ Earl 21" MI .:118" 11' 10" 21" 39" 57" 75" 93" 111 " 18" 124" 11' 6" : 1' Liiira 119L121211 18" 6 3"° EllieLitilli 6' 6" SINN 138" 12' 10" 21" 42" 63" 84" 105" 123" 12'6"'., <10" EA `38'`' OA Elilltailitliur : ,1 " 13' 10" 21" 42" 63" 81" 99" 117"135" 148" .; 13'.6" 1:0" :21" rEiliMiiCA 1 El: 14' 10" 21" 42" 63" 84" 105" 126" 147" 160" DOOR HEIGHT SECTION HEIGHTS Btm #2 #3 #4 #5 #8 #7 #8 14• >0" &lE11111 21* MEM 21 " 13'6" 21" 21" 21" 21" 21" 18" 18" 21" 13' 2t ! ' , . FiliEiliiillitilliEil 18°' 21 12' 6" 21" 18" 18" 18" 18" 18 18" 21" iv tr EIMIENCIMBIED1 . 1e UR 21" 11' 8" 21" 21" 21" 18" 18" 18" 11' 0" ' '' nd 10'6" 21" Eirdr14162111311111tElli 21° 21" 21" 21" 21° on 9'6" 21" 18" 18" 18" 18" 21" 9; : 0 " ;; '.' ' 8' 8" 21° 21" 21" 18° 21" 7' 6" 18" 18" 18" 18" 18" "'::.. IFECE 21" 119L121211 18" 18" 21" 6' 6" • • • • •. • . • •• • • • • • •• • • • • • • • • • . • • • • • • • • •• • • • • . + • •• • :::. • • • • • • TABLE 1 TABLE 2 TABLE 3 DESIGN LOADS +203.9 LBS/FT ® -230.4 LBS/FT SPECIFICATIONS AND NOTES INTERIOR OF GARAGE -►{ MAx WIDTH 9'D' r_ 11111tIt111 SEE NOTE 2 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 NNE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +203.9 LBS/FT & -230.4 1.135/FT 3. DOOR AND HARDWARE WOl SE DESIGNED, MANUFACTURED AND INSTALLED VATH STANDARDS AS SET FORTH BY DMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.024) MIN. EXTERIOR SIGN ROLLED FORMED. G-40 GALVANIZATION W/ BAKED ON POLYESTER FINISH 5. DOORS UP TO 10" HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (2) 3 20 OA STRUTS 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 REGSTRED PROFESSIONAL ENGINEER FOR POND LOADS INDICATED ON THIS DRAWING N ADDI1101 TO OTHER LOADINGS. ® 8. THE METHOD OF TESTING WAS N SUBSTANTIAL CONFORMANCE VAIN THE PROCEDURES DESCRIBED N MN E330 -02, ASCE 7 -05, AND FLA. mum COD: PROTOCOLS TAS 201, 202, 203. 9. 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 MOM EACH COL AND TENSILE TESTED ACCORDING TO ASR/ E-8 BY A DADE COUNTY APPROVED TAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TOMES 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 COOS WITH YIELD STRENGTH OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. 117 TIMM 0' 89908 ME II A ANIMIN15912 RSMALL 823.043 AIM 93- 0.01 DESIGN LOADS +45.9 PSF -51.2 PSF LARGE MISSILE IMPACT RESISTANCE M5 MIME 2490? 440BI.FS111AI, "e 2420 V WMM0WO1 YODEL 960 HRST'Af8 (24 04) 1000. 2000 910001. 665 0444 80106T (24 04) 1000, 2000 620BT. TARO, NAM AND TGAD PAWS 98 00112T 9M ICE m/12) ows 9Gr0 NM 8 awn of ME mat carom IRC- 9509 - 169 -15 999ADL P L U C 2 IF 1® Secdan Width (ft) Panel Type Center Stile Location (Measured from Left Edge) 1st (m) 2st (in) 3rd (in) 8 9: Shirt . - :: "4.812 ` .::; 48000 71; .. 72.000 8' 0 Lang 24.000 48.000 8' 0 Bead 24.625 48.000 71.375 g ;,, '. Blvd 24.318 40000: 73:964. ° 8' 2 Lang 24.500 49.000 73.500 8' 2 Bead 25.125 49.000 72.875 8' Brat 24.550 50.1)00 ,: `75.420 '. 8'4 Long 25.000 50.000 75.000 8' 4 Bead 25.825 50.000 74.375 : 8''8 : - Shod . - - 26.029 51,000.: 75:971 8' 8 Lang 25.500 51.000 78.500 8' 6 Reed 28.125 51.000 75.875 ;'Stmt : 25:680 " <' S2 000 , "- 77.341 8 8 Long 28.000 52.000 78.000 8' 8 Bead 28.825 52.000 77.375 _;8'10: `;Shod .: 27.034 53,000 78.968 8' 10 Long 28.500 53.000 79.500 8' 10 Bead 27.125 53.000 78.875 9'.0 Shoat ' > 27.595 . - :54.000' :80.404 81.000 9' 0 Long 27.000 54.000 9' 0 Bead 27.825 54.000 80.375 • • •• •• •• • • • • • •. • • • • • • • • • • • • • • • • •• • • • • ••• • ®TABLE 4 • • • • • . •. • • • • • • • ••• . • • • • • • • ••• • '•• •• . • . ••.... ... • . .• • • • • . • • • • • • • • ••• •• • • • ••• PRODUCT REIVSED Amostamma ildialigalje b l 1 � 7Gr1y17 AEI 9300P1011 OF 02608 WE Br A A'RYIn1D2mlin 12B03SARIJOE 01-0 -009{1 MAX 917E 9' 14' DESIGN LOADS +45.7 P9P -51.2 PSP LARGE 1095.E IMPACT RESISTANCE ONE 58$1 165 CPORGOE COURT NO.1•q - SNOT, r6 COMM NIVANA•LCO1 MODE. 060 HEM= (24 00 000. 2000 emu BROHY. WHB, (( PLASM AND MAD PANEL 98 Guam au B 2931:0e1 AN tat e1%18 1RC -9509- 169-15 1045L 91D®EPE IL 0402169 HET 3 IF 781 4 • eeeeee 00000 • • 0 0000 0 00000 • • • •a STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt fro ALEX SINK EFFECTIVE DATE: PERSON: FEIN: BUSINESS NAME AND ADDRESS: ACTSYS DOOR SYSTEMS INC 8370 S W 32 TERRACE MIAMI FL 33155 SCOPES OF BUSINESS OR TRADE: 1- GARAGE DOOR INSTALLATION IMPORTANT: Pursuant to Chapter 440. 05)141, F.S., an officer of a corporation who el section may not recover beaelits or compensation under this chapter. Pursuant to Chapter scope of the business or trade listed on the notice 01 election to be exempt. Pursuant election 10 be exempt shall be subject to revocation if, at any time after the Iiling of certificate no lyr Meets the requirements of this section for issuance of a certificate • named on tbeacertilrate to meet the requirements of this section. 0000 tIWC 29 CERTIFICATE 4)F ELEt'IO1d f0► BE EXEMPT REVISED 09 -06 •••••• •••••. • • • • • • • • • • • • 0 000•: •00 • •• •• 000 • • • ••.. • • •••• •••• PLE OUT THE CARD BELOW AND -0 • •MIMME OF FLCrNCA • • DEPARTMENN' OF■FIfrrANCIAL SERLIBBS DIVISION OF WORKERS' COMPENWION • a WNSTRUCC?Gf INDUSTVY • CERTIFICATE,,QQE� ELBCTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 10/13/2008 EXPIRATION DATE: 10/13/2010 PERSON: SMITH A DAWSON III FEIN: 651150848 BUSINESS NAME AND ADDRESS: ACTSYS DOOR SYSTEMS INC 8370 5 W 32 TERRACE MIAMI, FL 33155 SCOPE OF BUSINESS OR TRADE: 1- GARAGE DOOR INSTALLATION * Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 1 ■ J 10/13/2008 EXPIRATION DATL: 10/13/2010 DAWSON SMITH ' A III 651150848 CUT HERE 08-14-2008 COMPENSATION LAW orkers' Compensation law. ects exemption Irom this chapter by filing a certificate of election under this 440.05112), F.S., Certificates of election to be exempt... apply only within the to Chapter 440.05113), F.S., Notices of election to be exempt and certificates of the notice or the issuance of the certificate, the person named on the notice or . The department shall revoke a certificate at any time for failure of the person QUESTIONS? (850) RETAIN FOR FUTURE REFERENCE 413-1609 IMPORTANT O 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. H 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 E the 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 Miami Shores Village Building Department 10050 NE 2 Ave Miam Shores, FL 33138 1 Fax: 305- 756 -8972 ACORD 25 (2001/08) OF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WIL L ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO 60 SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIV -- t // �1�, -- _ _ _ _ _ _ _ _ INSURER E INSURER F: THE POLICIES OF INSURANCE LISTED 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 DESCRBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MIR ADot LTR INSRD TYPE OF INSURANCE POLICY NUMBER DATE (MI41tDD/YY) DP ATE (MM EXPIRATION LIMITS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY ❑❑ CLAIMS MADE ® OCCUR O GENII AGGREGATE LIMIT APPLIES PER: POLICY ❑ PROJECT [] LOC AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON OWNED AUTOS •••• • • •• .•••• • I •• • • • • • • • • From: Rene E. Samayoa Acceptance Insurance Services 305- 740 -0510 Date: 1/7/2010 Time: 09:51 am Page: 40 of 50 CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YY) 01/07/10 PRODUCER Acceptance Insurance Services T THIS CERTIFICATE IS ISSUED AS A MATTER IF INFORMATION 6887 S.W. 40Th SL ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Miami, FL 33155 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Phone ( 305)740-0515 305 740 -0515 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Fax (305)740.0518 INSURERS AFFORDING COVERAGE NAIC # INSURED ACTSYS DOOR SYSTEMS, INC. COVERAGES 8370 SW 32 TERR I MIAMI, FL 33155 6oIe•ElIABILITY • • ❑ 0 • ANY AUTO • • • •••••• JUTS/UMBREL L?TY CUR ❑ • (� •(aC• U 8L•A MADE • •••• • • DEDUCTIBLE • • • • • ❑ RETENTION • •' • • WORKERS r • . ? ENSATI EMPLONERS'tIABILrTY • •• ANY PRBRRIEFOR / PAR / E) OFFIC!§ 1 PPEMBER EXCL ED? If yes, descrribe under SPECIAL PROVISIONS below OTHER 0 L GL- 0521015234 -00 DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS Garage door repair and installation Request policy for complete details on endorsements and exclusions. CERTIFICATE HOLDER NSURER A. American Vehicle Insurance Company INSURER B: NSURER C: INSURER D: 12/14/09 12/14/10 EACH OCCURRENCE DAMAGE TO RENTED PREMISES (Ea occurence) MED EXP (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS • COMP /OP AGO COMBINED SINGLE LIMIT (Ea accident) BODILY NJURY (Per person) BODILY NJURY (Per accident) PROPERTY DAMAGE (Per accident) AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: EACH OCCURRENCE AGGREGATE AGG ❑ TORY LIMTS ❑ CAN- E.L EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE • POLICY LIMIT 10790 TION 1988 $300,000 $100,000 $5,000 $300,000 $600,000 $600,000 • 000 • From: Rene E. Samayoa Acceptance Insurance Services 305- 740 -0518 Date: 1/7/2010 Tine: 09:51 am Page: 41 of 50 IN0R LTR CERTIFICATE OF LIABILITY INSURANCE PRODUCER Acceptance Insurance 6887 S.W. 40th St Miami, FL 33155 Phone (305)740 -0515 INSURED ACTSYS DOOR SYSTEMS, INC. NSURER D COVERAGES INSURER E INSURER F: THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT 011 OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. AUDI INSRO OTHER 8370 SW 32 TERR MIAMI, FL 33155 TYPE OF INSURANCE GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY ❑❑ CLAIMS MADE © OCCUR El GENII AGGREGATE LIMIT APPLIES PER n pox,' PROJECT ❑ LOC AUTOMOBILE LIABILITY 111 ANY AUTO 111 ALL OWNED AUTOS ❑ ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON OWNED AUTOS •••• • •• • • • • • e 664414E :�ILTTY • • • ❑ Q AN' AUTO : • • • • • • • • • • EXC B MBRELLI� %A1L1TY • • • • ❑ q O Q melts MADE • ••• ••• • • cl•6E'DUCTtBLE • •••• • • •I •• •• • • 4100••• E RETENTION ••.$••• • • WORKFACGQ ENSATIRN AMR • • • EMPLOYERS' • • • • • • • ANY PRA OR / PARWNER // EXECUTIVE OFFICERER EXCLL ED7 • II yes, dJb8h13Aunder SPECIAL PROVISIONS below Fax (305)740.0518 GL-0521015234-00 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Garage door repair and installation Request policy for complete details on endorsements and exclusions. CERTIFICATE HOLDER Miami Dade County Building Code Compliance 140 W. Flagler ST, Suite 1603 Miami, FL 33130 I Fax: 305-375-2558 ACORD 25 (2001/08) OF _ ` I DATE (MM/DD/YY) i 01 /07/10 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION / AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR _ ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, INSURERS AFFORDING COVERAGE NAIL # INSURER A, American Vehicle In surance Company 10790 E I, INSURER B. INSURER _CL 12J14/09 12/14/10 AUTHORIZED REPRESENTATIVE POLICY NUMBER POLICY EFFECTIVE , POLICY EXPIRATION DATE (MMIDO/YYj DA1 E (MNI/DD /YY) _ LIMITS EACH OCCURRENCE PREMISES TO (Ea occurre MED EXP (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE f RODUCTS- COMP/OP AGG COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) AUTO'ONLY - EA ACCIDENT OTHER THAN AUTO ONLY: EACH OCCURRENCE AGGREGATE E.L. EACH ACCIDENT EA ACC AGG ❑ WC STATU- ❑ OTH- TORY LIMITS ER E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WIL L ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. © ACORD CORPORATION 1988 $300,000 $100,000 $5,000 $300,000 $600,000 $600,000 • •••••• OOOOOO • • • • •••••• ••••• • • ••••• • • •••••• • •••••• • • • OOOOOO trt t rYIVtM1y�'& SEE OTHER SIDE SEE OTHER SIDE DO NOT FORWARD ACTSYS DOOR SYSTEMS INC SMITH A DAWSON III PRES 8370 SW 32 TERR MIAMI FL 33155 I I, I I, I ,111111 I I, 1 111 111111111 111 DO NOT FORWARD ACTSYS DOOR SYSTEMS INC SMITH A DAWSON III PRES 8370 SW 32 TERR MIAMI FL 33155 1„ 111,,1111 „11,1, („1,1,,,11, I I III 1111 1 11,1$ I111I11,1,} 91,1 • • 00 00.. • • ••e•.. • • • •.41•. •41.0• • . 00 00. • •• ..lei • • 00 00.• • • • • • .000 • 0 000 • . ••.le• • • • •000 • 0 00. •00• • • 'oleo • S . • • • • e• • *Sole • •Se. • • •o . • • • • • . • •• .. • . 41 00• • •00. 0 000•• • •0410.. • • •o • • DO NOT FORWARD ACTSYS DOOR SYSTEMS INC SMITH A DAWSON III PRES 8370 SW 32 TERR MIAMI FL 33155 2 i „ ii,,,ii,,,,►i,i,i „i,i,,,ii,,, ii „i„ii „i,i,,,Nl,,,I 1d