Loading...
WS-10-24Project Address 841 95 Street Miami Shores, FL 1132060142940 Block: Lot: CESAR AND CHRISTINE CROUS Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Address Expiration: 08/11/2010 Parcel Number Phone CESAR AND CHRISTINE CROUSILLANT 841 NE 95 SR MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone CKA CONSTRUCTION GROUP LLC (954)537 -4006 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $110.00 $12.00 $0.80 $123.60 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy (305)756 -7640 Type of Work: DOOR No of Openings: 1 Additional Info: IMPACT Classification: Residential Invoice # Total Amt Paid Amt Due WS -1 -10 -36754 $ 123.60 $ 50.00 0 WS -1 -10 -36754 $ 123.60 $ 123.60 $ 0.00 Applicant Valuation: Total Sq Feet: Cell $ 1,000.00 0 For Inspections please call: (305)762.4949 Available Inspections: Inspection Type: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. February 19, 2010 Date February 19, 2010 1 Scheduled Inspection Date: June 23, 2010 Inspector: Bruhn, Norman Owner: CROUSILLANT, CESAR AND CHRISTINE Job Address: 841 NE 95 Street Project: <NONE> Contractor: CKA CONSTRUCTION GROUP LLC Building Department Comments June 22, 2010 Miami Shores, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 143947 Permit Number: WS- 1 -10 -24 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number (305)756 -7640 Parcel Number 1132060142940 Phone: (954)537 -4006 replace damage front door with new aluminum glass impact door 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- 143650. No plans on site. NB Page 6 of 19 ut-A tto lio Miami Shores Village o EMBEVIII Building Department JAN 0 t 2 1 10050 N.E.2nd Avenue, Miami Shores Florida 33138 305 ( ) 795 Tel: 22 04 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) CeSc S C - l raj v S "r Phone # c tS if • g 5 q 1 Owner's Address °g y 1 • E. . 9 s S . CityM;Ga . , Vote State rt.. Zip Tenant/Lessee Name Phone # Email 6+, +, Q 5 1 ca c... /<-A c cm c.A-Zo r • w• Job Address (where the work is being done) 15"--) r /J - e . l 5 S - t - City Miami Shores Villa e FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name A ao i1ST ruc-4 n4'/ (4 Contractor's Address g 5 s q AL kti / Asfrt City — L State F L Zip �i 3 1 3 8 Qualifier Name CeS0..;; CA u &; klaLi Phone # 96 LI • S3 9— Li©d 6 Miami -Dade County NO Flood Zone State Certificate or Registration No. Certificate of Competency No. Qontact Pone C t S. . 5 3 r. 4 ./ ®b l X -1 E -mail "C k"..4•: 01 C %PL/ C6n S"i ruc--4- 11111. C aM 'Architect/Engineer's Name (if applicable) ° :. I 1 I l : • e • a ,1 ; Phone # -ISl'I TO _l .93 6/ 3 Permit No. to -24 Master Permit No. 1 0 2- y 33 I3 Zip ?,3 L3 8 Phone # 955L) • S 3 4 )066 Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ['Addition' ❑AIteration ENew ❑ Repair/Replace ❑ Degnolition F A Describe Work: \I.1►O r°,o ****** * * * * * * * * * * * * * ** * * * * * ** * ** ** ** ** **F *********** * * * * * * * ** * * * * * * * * * ** * * * * * * ** * ** 111„ t� ' Submittal Fee $ 50.00 Permit Fee $ �� �_ CCF $ C� '(uO CO /CC $ Notary $ Training/Education Fee $ (� tQ Technology Fee $ 0 • YO Scanning $ 04 Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address • LIAb t City State ®� ' Mortgage Lender's Name (if applicable) •" Mortgage Lender's Ad a City State 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 site for the first inspe tion which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will of e ap ved and a reinspection fee will be charged. Signature Signature Owner or Agent The fs i ing instrume t was a day of ! / , 2010 , by who is p rsonally kn wn to My Commission Expires: APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) i/ owledged b me this r who has produced cation and who did take an oath. 0 �'� 01 . a. 't� �, 6co• ,�1a. 01- VQ' 40 ti Sign: u ' SI9„ ' 0. Print: My Commission Expires: Engineer is p Contractor The fo F :oin instrument was ac .s led ed befo ' ' e thi day of / ,2010,b orr rsonally known te or who has produced • c , 9.0., cation and who did take an oath. OTARY UMW: 1411 s Plans Examiner Zoning Clerk checked 513 THE POLICIES OF INSURANCE LISILU BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. - PERIOD INDICATED. NOTWITHSTANDING CERTIFICATE MAY BE ISSUED AND CONDITIONS DATE. M/DDhY) EXPIRATION DATE (MMlDD/YY1f1� OR OF SUCH LIMITS INbil LTR L NSRC TYPE OF INSURANCE POLICY NUMBER D ATE MMIpp C I YY) /YYY1� A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY 04GL000776011 12/06/09 12/06/10 EACH OCCURRENCE $ 1,000,000 X PREMISES (Eaoccurence) $ 100,000 CLAIMS MADE X OCCUR MED EXP (My one person) $ Excluded PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEM_ AGGREGATE LIMIT APPLIES PER: POLICY n sn a n LOC PRODUCTS - COMP /OP AGG $ 2,000,000 AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS / UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR ( J CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ WORKERS AND EMPLOYERS' ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER (Mandatory If yes, describe SPECIAL PROVISIONS COMPENSATION LIABILITY Y / N ( TORY 1A F I I FH ER r EXCLUDED? l E.L. EACH ACCIDENT $ In NH) under below E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT! SPECIAL PROVISIONS From:Abby McDowell FaxID:Roemer Insurance R CERTIFICATE OF LIABILITY INSURANCE PRODUCER W.F Roemer Insurance Agency William F. Dowd P.O. Box 190669 Fort Lauderdale FL 33319 Phone:954- 731 -5566 Fax:954- 731 -8438 INSURED CKA Construction Group LLC 3524 NW 10 Avenue Oakland Park FL 33309 OP ID AM CKACO -1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY 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 INSURER A: Mid- Continent Casualty Co INSURER B: INSURER C. INSURER D: INSURER E DATE (MM/DD/YYYY) 02/23/10 NAIC # 23418 COVERAGES CERTIFICATE HOLDER ACORD 25 (2009/01) Village of Miami Shores 10050 NE 2 Ave. Miami Shores FL 33138 MIA IS2 Page 1 of 1 CANCELLATION Date:2/23/2010 01:22 PM Page:1 of 1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRJTTEN 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. AUTHORIZED REPRESENTATIVE O 1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 01/26/2010 10:47 FAX 1 800 685 7530 TRANSMISSION OK * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TX /RX NO 4562 RECIPIENT ADDRESS 919545374008 DESTINATION ID ST. TIME 01/26 10:47 TIME USE 00'24 PAGES SENT 1 RESULT OK Permit No: 10 - Job Name DATA SCAN FIELD SERVICES Building Critique Sheet FAK4 q -5 - t Moo -� M iami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 44/01 /} /�,�',/L 0c. `f �51 v / ' :�{ r94e /And /6J L p2 ": ,c a�. �r• .11,//441.' el . C.+ Z1001 Permit No: 10 - Job Name C, Act,e 1C Advac/ ot" ?o arc SLc„.� J 1. Z € ( / • fa 0 U 615 4a .� o . ^ r cue , iir5ic .4.7/ 0 2 '''/gft erd Norman Bruhn CBO 305 - 795 -2204 Building Critique Sheet FA q —5 (3 1 — `400%- M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when ai items above a re corrected, we will do a complete plan review. If any sheets are voided, remove yfhem from the plaR:s and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. The foHowing pages were originally attached to plans with the following permit # --16 e-,72fr MIAMFraa©E COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Windows & Door, LLC 601 N. W. 12 Ave., Pompano Beach, Fl. 33069 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION. Series "230" Outswing Al um Door w / wo sidelit APPROVAL DOCUMENT: Drawing No. W02 -95., titled "230 Alum Outswmg Door w /sidelites. ", sheets 1 through 6 of 6, prepared by Al Farooq Corporation, dated 08 -28 -02 and last revised on 10-10 -2006, signed and sealed by Dr. Humayoun Farooq, P. E., bearing the Miami -Dade County Product Control Renewal stertith the Notice of Acceptance number and expiration date by the Miami -Dade County Product ( tro •Division! MISSILE IMPACT RATIN4: Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or following statement: "Miami -Dade County Product Control Approved ", unless oth RENEWAL of this NOA shall be considered after a renewal application has been change in the applicable building code negatively affecting the performance of this TERMINATION of this NOA will occur after the expiration date or if there has b materials, use, and/or manufacture of the product or process. Misuse of this NOA as product, for sales, advertising or any other purposes shall automatically terminate this N Failure tq ggipp y • 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. ',Sb1R INSPECTION: A copy of ,,� ' �I iall be � ^ `6, E ef.or its distributors Py inspQtfg`sty , at th � pr 1 _ � , 1r . ' site at � ''�� - �i 1 � and shall be available for s` 4 tt � l � ■ ,e This NOA renews # 06 - 0327 3 t0 ' � ' G f t; & Wiled �: ' t approval document mentioned above. during this review do not relieve co ctorfrom .. , The submitted documentation did& d I' , r L i, A,�' ", drawings and - ' specifications. This check is only for review of general conformance with the design concept of the project. The contractor is responsible for confirming and NOA No 07- 1010.21 correlating all quantities and dimensiot,e tee: December 26, 2012 fabrication processes and techniques oN ': °u , gat lo - 3 riFebruary 21,2008 Page 1 WOODY H. FESE.NCARB Date AR #15758 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGI ER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com • • • • • • • e • • • • T. M. Windows & Door, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 06- 0327.03) 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 -95., titled "230 Alum Outswing Door w /sidelites. ", sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, dated 08 -28 -02 and last revised on 10 -10 -2006, signed and sealed by Dr. Humayoun Farooq, P. E. B. TESTS (Transferred from file # 06- 0327.03) 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3053, dated 07/01/02, signed and sealed by Luis Antonion Figueredo, P.E. 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC, TAS 202 -94 along with marked-up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2648, dated 06/26/00, signed and sealed by Aldo P. Gonzales, P.E. C. CALCULATIONS(Transferred from file # 06- 0327.03) • • • • • • 1. Anchor verification calculations dated 03-07-06, complying ' wtth.l -20Q •, • prepared by Al- Farooq Corp., signed and sealed by Dr. Humay tipFarooc, P 2. Structural performance, comparative analysis and anchor veri$C?ttdfl calculattbns dated 10- 15 -02, prepared by Al- Farooq Corporation, signed anv'seaded bgDr. :. Humayoun Farooq, P.E.( • • • • 3. Glazing complies w/ ASTME - 1300 -98 & -2002. • • • D. MATERIAL CERTIFICATIONS • • • • ' • • 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for "S�.flex M . • • interlayer", expiring on 03/04/09. • .... • • • • •••• E. STATEMENTS 1. Letter of conformance and "No financial interest, dated 02 -24 -2006 signed & sealed by Dr. Humayoun Farooq, P.E. 2 Statement letter of compliance, as part of above test report. F. OTHER 1. This NOA renews # 06- 0327.03, expiring December 26, 2007. E -1 1. L L4 vJ L. Ishaq L Chanda, P. E. Product Control Examiner NOA No 07- 1010.21 Expiration Date: December 26, 2012 Approval Date: February 21, 2008 • • • • • SURFACE APPLIED FALSE MUNTINS MAY BE USED 8 ( OXXO SERIES -230 ALUM OUT — SWING DOOR W/ SIDELITES DOORS /SIDEUTES GLAZED WITH LAMINATED GLASS RATED FOR SMALL MISSILE IMPACT. MIAMI -DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE. SHUTTERS NOT REQD. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. •• ••• • • • • • •• THIS PRODUCT HAS BEEN DESIGNED AND Tt ELI TO COMPLY WITH THE • REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING • • • HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • • • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • • • • • • • • • • • • LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAS • • • ARE NOT PART OF THIS APPROVAL • • A LOAD DURATION INCREASE IN ALLOWABLE STRESS 6 USED IN DESIGNU)F • • ANCHORS INTO WOOD ONLY. • • • • • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT VIM OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. ••• • • • • ••• ANCHORS AT MTG. STILE ENDS FOR WOOD INSTALLATIONS DR CONC. INSTALLATIONS • • • • • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • • • • ••• • • 33 3/8 D.L OPG. 37 5/8" SIDEUTE WIDTH ••• • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • •• g 8 TYPICAL ELEVATION TESTED UNITS ANCHORS AT MTG. STILE ENDS (4) READ. FOR WOOD NSTALLATIONS (2) REOD. FOR CONC. INSTALLATIONS SURFACE APPLIED FALSE MUNTINS MAY BE USED 2 0 d D.L OPG. 34 1/2 PANEL WIDTH Too 71 5/8' FRAME WIDTH 8" 13 MAX. ( XX ) PRODUCT RENEWED as complying with the FTorlda eiddlot Code Doteptenee No O'/- /NO" iFSpl.ad8m Date Drsc hdi zo/y 1 st4,C, Ha . 1 . Engr: OR. HUMAYOUN FAR000 STRUCTURES "'CAPER. 18557 DM 3 1320[ 34 1/2' PANEL WIDTH D.L OPG. 1c 5 MAX. HEAD /SILL CORNERS d 0 1110110ar Florid* Agyra dl•-aL- 632743 LAMINATED GLASS SMALL MISSILE IMPACT a 5 8 5 0 2 aG2 Dam is drawing no. W02 -95 sheet 1 of 7 . 'moo fu s" r, Ti` II i II II I . II I II II ;i II II II II II — — / / \ - 'A--F= IN II it •> icy \i -AITVE u\ li ■ / / --- \ / N //f, if 10 ACNINE / / 11 i \ \ / F;,!--_r ✓ 1 — — - 4'j , . . f rr SURFACE APPLIED FALSE MUNTINS MAY BE USED 8 ( OXXO SERIES -230 ALUM OUT — SWING DOOR W/ SIDELITES DOORS /SIDEUTES GLAZED WITH LAMINATED GLASS RATED FOR SMALL MISSILE IMPACT. MIAMI -DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE. SHUTTERS NOT REQD. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. •• ••• • • • • • •• THIS PRODUCT HAS BEEN DESIGNED AND Tt ELI TO COMPLY WITH THE • REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING • • • HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • • • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • • • • • • • • • • • • LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAS • • • ARE NOT PART OF THIS APPROVAL • • A LOAD DURATION INCREASE IN ALLOWABLE STRESS 6 USED IN DESIGNU)F • • ANCHORS INTO WOOD ONLY. • • • • • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT VIM OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. ••• • • • • ••• ANCHORS AT MTG. STILE ENDS FOR WOOD INSTALLATIONS DR CONC. INSTALLATIONS • • • • • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • • • • ••• • • 33 3/8 D.L OPG. 37 5/8" SIDEUTE WIDTH ••• • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • •• g 8 TYPICAL ELEVATION TESTED UNITS ANCHORS AT MTG. STILE ENDS (4) READ. FOR WOOD NSTALLATIONS (2) REOD. FOR CONC. INSTALLATIONS SURFACE APPLIED FALSE MUNTINS MAY BE USED 2 0 d D.L OPG. 34 1/2 PANEL WIDTH Too 71 5/8' FRAME WIDTH 8" 13 MAX. ( XX ) PRODUCT RENEWED as complying with the FTorlda eiddlot Code Doteptenee No O'/- /NO" iFSpl.ad8m Date Drsc hdi zo/y 1 st4,C, Ha . 1 . Engr: OR. HUMAYOUN FAR000 STRUCTURES "'CAPER. 18557 DM 3 1320[ 34 1/2' PANEL WIDTH D.L OPG. 1c 5 MAX. HEAD /SILL CORNERS d 0 1110110ar Florid* Agyra dl•-aL- 632743 LAMINATED GLASS SMALL MISSILE IMPACT a 5 8 5 0 2 aG2 Dam is drawing no. W02 -95 sheet 1 of 7 ,.- DOORS =WITHOUT SIDEUTE - DESIGN LOAD CAPACITY = PSF GLASS TYPE 'E' NOMINAL DOOR DIMENSIONS NO REINFORCING - LIGHT'R ING -- - = - MEAW REINFORCING X XX EX1. ( +) INT. ( EXr. ( +) INT. ( ENT. ( +) INT. ( 3' - 1 7/19° X 6'-8 8' -0" X 6'-8" 60.0 60.0 65.0 65.0 80.0 90.0 3' - 7/16" X 7 -0' 8' -0° X 7-0' 60.0 60.0 65.0 85.0 80.0 00.0 3' -1 7/16' X 8' -0" 6' -D• X 8' -0 80.0 60.0 65.0 65.0 80.0 90.0 SIDEUTE MULLION -. DESIGN :LOAD CAPACITY -. -- PANEL- GIMENSIBNS' ---- - CLASS TYPE WIDTH HEIGHT EXT. ( +) INT. ( -) 3' -0" 1-0" 85.0 85.0 3' -1 5/8" 7'-0• 65.0 65.0 3' -0' 8' -0 85.0 85.0 3' -1 5/8" 8' -0" 60.8 60.8 C�1 \ , kv` GLASS CAPACITIES ON THESE CHARTS ARE BASED ON A ASIM E1300 -98 (60 SEC. WIND) B: AS1M E1300 -02 (3 SEC. GUS(5) WITH REDUCTIONS FOR FLEXIBLE SUPPORTS TO COMPLY WITH SECTION 2403.2 OF FBC 2004 EDITION. m 37 7/18" I / ( 71 ° MAX. (XX) 75 3/4 MAX. DESIGN LOADS SHOWN ABOVE ARE FOR DOORS WITH � ADD-ON F (ITEM OPNGS. WHERE W 429 OR HI-RISE SILL A1SR INFILTRATION REWiREMENT5� OR ARE NOT APPLICABLE. FOR DOORS WITH STANDARD SILL (11EM 42) LIMIT ENT.( +) LOADS TO 63.3 PSF / (XO) (OX) 109 15/16" MAX. XXO oxx 114 1/18" MAX. (OXO) • (ox* APPROVED CONFIGURATIONS g 114 1/16" MAX. (XOX) • •• • • • ••• • • • • • • • • • • •• • • • • 3/18" ANNEALED GLASS .090 SAFLEX BIG KEEPSAFE MAXIMUM PAS INTERIAYER 0.460" OVERALL LAM. GLASS GLASS TYPE 'A' GLAZING DETAIL AT SIDEUTE • • RS WITH SIOEI.TES • � CHART ABOVE FOR SIDEUTE MULLION CAPACITY 5! LOWER VALUE OF SIDEUTE OR DOOR LOWER VALUE OF SIDEUTE OR DOOR 3/16" ANNEALED GLASS SIUCONE TREMGIAZE 500 TREMCO 0.510" OVERALL LAM. GLASS GLASS TYPE 'E' GLAZING DETAIL AT DOOR Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE f 18557 CAN. LAC)) 02006 P RODUCT Reviv X6 ° 2 / g t au__ _ , 4 { n- ro z �O re. Oti ug O 0 0.4g 0 4 V2 3 � N- U c m c 8 a U drawing no. W02 -95 sheet 2 oft 7 ) •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • • \ , kv` • • • i - / • • •• _ • ___ •I • • • •••• GLASS CAPACITIES ON THESE CHARTS ARE BASED ON A ASIM E1300 -98 (60 SEC. WIND) B: AS1M E1300 -02 (3 SEC. GUS(5) WITH REDUCTIONS FOR FLEXIBLE SUPPORTS TO COMPLY WITH SECTION 2403.2 OF FBC 2004 EDITION. m 37 7/18" I / ( 71 ° MAX. (XX) 75 3/4 MAX. DESIGN LOADS SHOWN ABOVE ARE FOR DOORS WITH � ADD-ON F (ITEM OPNGS. WHERE W 429 OR HI-RISE SILL A1SR INFILTRATION REWiREMENT5� OR ARE NOT APPLICABLE. FOR DOORS WITH STANDARD SILL (11EM 42) LIMIT ENT.( +) LOADS TO 63.3 PSF / (XO) (OX) 109 15/16" MAX. XXO oxx 114 1/18" MAX. (OXO) • (ox* APPROVED CONFIGURATIONS g 114 1/16" MAX. (XOX) • •• • • • ••• • • • • • • • • • • •• • • • • 3/18" ANNEALED GLASS .090 SAFLEX BIG KEEPSAFE MAXIMUM PAS INTERIAYER 0.460" OVERALL LAM. GLASS GLASS TYPE 'A' GLAZING DETAIL AT SIDEUTE • • RS WITH SIOEI.TES • � CHART ABOVE FOR SIDEUTE MULLION CAPACITY 5! LOWER VALUE OF SIDEUTE OR DOOR LOWER VALUE OF SIDEUTE OR DOOR 3/16" ANNEALED GLASS SIUCONE TREMGIAZE 500 TREMCO 0.510" OVERALL LAM. GLASS GLASS TYPE 'E' GLAZING DETAIL AT DOOR Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE f 18557 CAN. LAC)) 02006 P RODUCT Reviv X6 ° 2 / g t au__ _ , 4 { n- ro z �O re. Oti ug O 0 0.4g 0 4 V2 3 � N- U c m c 8 a U drawing no. W02 -95 sheet 2 oft 7 ) •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • • x TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING ' 1BY OR 28Y WOOD BUCKS 'e 1 coL TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 x 3/8 X 3/8 WEEPS 1/2 FROM SILL ENDS • 18Y OR 29Y TYPICAL ANCHORS WOOD BUCKS SEE ELEV. FOR SPACING 3/8 X 3/8 ee�� • • • + ' C � •"• • 1/2' WEEPS FROM • • • • M SILL ENDS • • ••• • • • • • • • � • • • RECD. FOR r DESIGN LOADS ABOVE 65.0 PSF 3 ROWS 6 1/2 MIN. FLUSH BOLT PENETRATION #8 SIAS AT 12 0.C. READ. FOR RECD. FOR DESIGN LOADS ABOVE 85.0 PSF • '•. 4, • • • • . • • • • •• • • • TYPIC• ANCIWDS • • • • S1T€40EV. RR SPACING • • TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA TAPCONS BY ELCO INTO WOOD STRUCTURE 1 -3/4 MIN. PENETRATION INTO WOOD THRU 1BY OR 2BY WOOD BUCKS INTO MASONRY OR CONC. 1 -1/4 MIN EMBED INTO MASONRY OR CONC. DIRECTLY INTO CONCRETE OR MASONRY 1 -1/4 MIN. EMBED INTO CONCRETE OR MASONRY 1/4" Sri F DRII I ING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy 38 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6083 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPCCAI FIX1F DISTANCE INTO CONCRETE AND MASONRY = 2 - 1/2 ° MIN. INTO WOOD STRUCTURE = 1 MIN. INTO METAL STRUCTURE = 3/4° MIN. ALT. OPTIONAI HI —RISE SI(J°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b the Florida Ream Code AstcFleeee No07 /O p2/ Utehion S a Fsgr: OR. HUMAYOUN fAR000 STRUCTURES FU. PE i 16557 C.A.N. 3538 eassuar woo tk/IMw A6i A•••Ftaeerle06- olt2.7 Illqintdos Oak 2 4.4 1 1_ N0. eeBe! DNbMB Z Fa No O POI mph C L c O C 8 s drawing no. W02 -95 (sheet 3of 7 ) ••• • • • • • • • • • •• • • • • • ••• • • • ••• • • • • • • • • • • • • • •• • • ••• • • FLUSH BOLT FLUSH BOLT AT INACTIVE LEAF AT ACTIVE LEAF no ( COMP — ANL \wo2- 95TMW1 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. S7 AVE MIAMI. FLORIDA 33174 TEL (308) 284 -8100 FAX. (305) 2826978 • MI 14 X 15 1:1 0 / . C4.* cuc 1 ,/4" SELF DRILLING SCREWS AT SHIM O AT 4—,/2 FROM ENDS 0 O © AND 17 -1/2' O.G. WooD ��� aim m Ih � IN-ACTIVE LEAF 11% II ACTIVE LEAF I e._ 1111 u _ ] s: °�I iii; -7 lLsous-ma AUu 0u1 -sw+S DOOR W/ SIDELITES (S.MLalfll TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33069 TEL (954) 781 FAX. (954) 781 - 5078 � . �, = Ia _ „ [_ .. a is ii. m. • , [ , di TYPICAL ANCHORS SEE ELEV. FOR SPACING w ® e © OPTIONAL O o LEAF WIDTH ®W I1/1e IDTH LEAF WIDTH ))/76• - .. SNFLTE WIDTH HINGE ASSEMBLY DOOR FRAME WIDTH _ OVERALL FRAME WIDTH TYPICAL SEE ELEV. EXTERIOR 0 #10 51 PH SMS 2/ CUP Ilii � =‘,.. ID 1 1 0 t U0 ( [ UNARM 0009 93d 139 AT9 •Sll0 III ) TYPICAL ANCHORS SEE ELLY. FOR FOR SPACING ,/4° ANCHORS SPAGNO TYPICAL ANCHORS PRODU�•RENE,VED 2 PER CLIP Florida N / wd �erlmW SHIM 0 — Oao PYO.(T�wf;'L ,, 11111 f ir• —a3 . 3 I I 810 1 SU0)8) r80 -o-o 30T0 t" : r 1 r METAL M•• a wro FA00 nr i,l. t (I zaas • • • • • • • • • • • • • • • • • • • • • • • LEAF WIDTH • • • • • • • • • • • • •LEAF WIDTH i l drawing no. W02-95 • • ••• • • • FRAME WIDTH FRAME WIDTH a (sheet 4of 7 ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • •• • •• • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • •• • • Z F� Rg Z v g m . JoIa etirf C 0 m u 8 • ° c 1 0_ drawing no. W02 -95 sheet 5 of 7 ) • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • •• • • 3.375 - 1 I L334 I r° POEM $ PAST # QUANTITY DESCRIPTION MATERIAL MANP. /9UPPLIEF la' ` A!� COMP — ANL \W02- 95TMW)I JL 055 I � 1 TM - 038 1 FRAME HEAD 9093 -18 - .187 - 3,500 2 GW 28815 1 FRAME SILL 6093 -T8 1 L 1"1.525 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 3238 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (308) 284 FAX (308) 2825978 2A 3512 FRT. ERAME 5.81 6083 -T9 3 dY 36572 CAV 872 2 2 FRAME .141113 8083 -T9 - 4 GW 38048 1 PANEL LOCK STILE 8083 -T5 - FLUSH GW 1b0o --I BOLT GUIDE -27646 5 061 36935 1 PANEL. HINGE STILE 8063 -15 - L.-L J FRAME HEAD TM - 038 6 1M -081 2 PANEL TOP /BOTTOM RAIL 8083 -75 - 7 061 31828 4 WEATHERSTRIP ADAPTER 9063 -TS END OF DOOR STILES MULLION 110-054 8 061 37889A 2 /HINGE ASSY. 110 OUTER BUTT HINGE 6063 -T6 DOOR PANEL/FRAME 9 GW 33888 1/HINGE ASSY. 110 CENTER BUTT HINGE 8063 -18 DOOR PANEL/FRAME 2.125 - 10 CAV 32222 2 0008 LOCK INSERT 6063 -T5 LOCK STILE 11 2/ LOAF 3/4 x 1 1/4 x 3/4 x 1/8" THK. CAP ALUMINUM 3 LONG f 3,000 I DOOR TOP .750 _, I .625 ,062 -- I 2.125 1000 I-'-' 1.012 12 - 2/LEAF TM FLUSH BOLT ASSEMBLY ALUMINUM DOOR LOCK STILT 13 06137058 AS REGO. HEAD REINFORCING BAR, 12 LONG 6083 -T5 AT MID SPAN 14 0637056 AS 8000. 511 TB:IPIFONCING LONG 12" NG 8083 -T5 AT MID SPAN 325 GW 37888 CENTER HINGE 2.]25. j4.125 0,310 yIS72 -ASS L843 .. 18 4037 AS REM. ° ULTRAFAB ° 0ENTERFIN WOOLPILE WOOL LOCK SUITS. JAMBS. HEAD. SILL 17 OW 27848 2 /LEAF FLUSHBOLT GUIDE. 2 LONG 8063 -T5 LOCK STILES ENDS 18 - 1 /HINGE 7/32'0 1411400 0210 20001. AT EACH HINGE ASSEMBLY TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL 33069 TEL (954) 781 - 4430 FAX (954) 781 - 5078 _ 20 - AS RM. #10 x 1/2 F.H. UNDERCUT SM5. STEEL AT FLUSH BOLTS DOOR JAMB/SIDEUTE L500 - GW 36572 FRAME 1 & BOTTOM TM 081 RAIL 21 - 2 /LEAF 1/2 ° 0 THREADED ROD. WISHER & NUT STEEL TOP/80T1068 END FLAILS 22 SERIES 400 1 KWIKSET KNOBLOCK ACTNE LEAF 0248 0.572 GW 37889 -A OUTER HINGE HINGE PIN 23 SERIES 800 1 KWIKSEI DEADBOLT - ACTIVE LEAF 24 - 2/IENGE ASSY. HINGE BUSHING PLASTIC HINGE ASSEMBLY .640 .11- b25 1.157 �� -ty.{� J I p- 1.595 25 - 38 DUST PLUG (OPTIONAL) PLASTIC DOOR JAM8 INSTALL. 28 - AS REGD. 110 x 1" P.H. 5105. (ASSY. SCREW) STEEL DOOR FRAME MEMBERS/MULL CUPS 3 '� 062 - ,625 27 _ 2/HINGE ASSY. HINGE CAP PLASTIC HINGE ASSEMBLY 29 1 501 ADAPTER (1 X 1 X 1/16 TU8E) ALUM - 1750 I J I I 30 ad - HINGE REINFORCEMENT 6105 -78 82 -1/2' 1000 31 TM -075 1 LOCK STILE REINFORCEMENT 6083 -T5 5 FULL LENGTH • 009 .750 I -� 062 34 D.1-054 2 MULLION 8083 -T5 BETWEEN DOOR /: 5 a #12 X 3/4° HINGE CAP F.H. SINS 001 5 ; 35 GW 31958 4 GLASS STOP 6083 -15 SIDE LITE GLAZING PERIMETER 3.000' STD. FRAME SILL GW -28615 I F--- 3.186 - ^ I DOOR HINGE STILE GW -36935 36 - 2/MULL 2 ° x 4 2 7/8 1/8° CLIP ALUM. TOP & BOTTOM OF MULL 37 33 7 GW O OPTIONAL 0.0. 0E"" "TNE MOULDING 6083 -15 DOOR PANEL PE6 MEIER PRODUCT RENO= de / Ws Code Accepmuie Norl7- / .) EspllaNm otdyec t , a 1574 - �. uOi5sGpl SW3Nn0, 0038 93d •039 '03tl .0019 f ff'I I "I 7.689 01 1 a.793 S - 062 . .375 350 C - .750 d 427 - L1S - zl 640 mat A Lt. 4, .. e . 1 WEATHER-STRIP ADAPTER 0W -31828 2840 .750 1.750 720 � - D • • • • • • • HFYGEItASZL o o o A2 00 '3&5. .675 .415 } ��A6 - - I I°--- 5111111 „ " 90'(0T0 Aq a1Dp 2.126 • • ]14-.Y •• • • 1 • __4.000 •• ••4 • 4 DOOR LEAF STILE • 4 GW 38048 • • 4 2.042 )' 260 DECORATIVE MOULDING GW -36737 Q 5.09 ® 3000 ALT FRAME SILL GW - 37319 e ��... • • • • .72 • p• • _PM • • • • • r 0RM 40 •.w) .780 3.790 -° L055 • ••4 °j 1,000 p I I .463 �- Env) DR HUMAYOUN F82000 STRUCNR6 S CAN. 1' 38 7 35 tICT 1 0 200& L661! • • • • • • • •�IA9p •_i 1213 L.- p- 1.554 I f • • • • •�• - E250 �• • 1.056 • 4 .699 REINFORCING 060 I Imo- -2042 _J 6 FGW 'F-- LOW .L._. ..062--I 19 s ADAPTER ,500 • • • • • • • „g4395 • • • • • • ® HINGE REINFORCEMENT t drawing no. T W02 -95 �°-- -1.840 --°� 3t LOCK STILE REINFORCEMENT TM - 075 • • • • • • • • 4 045 GLASS GW 31956 �'^2' STOP (sheet 8 o 7 ) • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • •• • • • .. • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • •• FRAME BOTTOM CORNER • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • ••• • • • 0 •• • • 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 OISUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L INSRD TYPE OF INSURANCE POUCY NUMBER POUCY EFFECTIVE DATE (MM/DD/YYYY) POUCY EXPIRATION DATE (MM/DD/YYYYI UMITS A GENERALUABIUTY X COMMERCIAL GENERAL LIABILITY GL05868226 -05 10/20/2009 10/20/2010 EACH OCCURRENCE $ 1,000,000 PREMISES SES (Ea $ 100,000 CLAIMS MADE X OCCUR MED EXP (Any one person) $ 5, 000 X X GEN'L Blanket Add'l Ins. PERSONAL &ADVINJURY $ 1,000,000 BI /PD Deduct. $5,000 GENERAL AGGREGATE $ 2,000,000 $ 2,000,000 AGGREGATE LIMIT APPLIES PER: r — POLICY X P FCa , X LOC PRODUCTS - COMP /OP AGG AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT I (Ea accident) $ BODILY INJURY (Per person) BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCID €!1 • $_, OTHER TNt4N• EA ACC • AUTOpIILY: • • ,Q • $ • • • B EXCESS / UMBRELLA LIABILITY OCCUR CLAIMS MADE E09005089 - 06 10/20/2009 10/20/2010 EACTi cx LIMENCE • •, $ 5 , V U , bb O •X AG G R EGA T E• $ 5, DEDUCTIBLE RETENTION $ • • ••• • a!• • •••• • • • • • • • •IcITIATU- •1 ••..• $ • • A WORKERSCOMPENSATION AND EMPLOYERS' ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER (Mandatory SPE LIABILITY Y 1 N WC5434752 -05 10/20/2009 10/20/2010 O X I_ • QY • I l kurS ER . TG • • E.L.k`ACFi $ 1,1��o4DDO EXCLUDED? 1 E.L.pISEASE- EAEMP�Or t 14)0 i 1 ,)o U, b o InNH) PROVISIONS below E.L.Dia/ASE. POUCY UMW, B OTHERContractors Poll. Liability/Prof. Liability PEC9004997 -06 10/20/2009 110/20/2010 • Per Claim • •••• • $1,000,000 Aggregate $2,000,000 DESCRIPTION OF OPERATIONS/ LOCATIONS/VEHICLES/ EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS CKA Construction Group, LLC c/o CKA Construction Group 3524 NW 10th Ave. Oakland Park, FL 33309 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 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. AUTHORIZED REPRESENTATIVE Joshua Howell /NOYOLA ,, .A "4"- -- ACO D CERTIFICATE OF LIABILITY INSURANCE PRODUCER (770) 552 -4225 FAX: Ames and Gough 450 Northridge Parkway Suite 102 Atlanta GA 30350 INSURED DECON Environmental & Engineering, Inc./ Decon Worldwide, Inc. 2652 NW 31st Avenue Ft. Lauderdale FL 33311 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY 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 INSURER A: Zurich American Insurance INSURER B: Steadfast Insurance Company INSURER C: INSURER D: INSURER E: DATE (MM/DD/YYYY) 1/5/2010 NAIC # 16535 26387 COVERAGES CERTIFICATE HOLDER ACORD 25 (2009/01) INS025 (200901) CANCELLATION ©1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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). DISCLAIMER This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ••• • • • • • •••• • • • • • .• • • • • • • • • • •••• • • • • • • •••• • • • • ••• • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • ACORD 25 (2009/01) INS025 (200901)