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WS-10-1076Inspection Number: INSP- 146014 Scheduled Inspection Date: August 11, 2010 Inspector: Bruhn, Norman Owner: JACOBSON, LAUTARO Job Address: 815 NE 91 Terrace Project: <NONE> Miami Shores, FL 33138- Contractor: A&M HURRICAINE PROTECTION LLC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 INSTALLATION OF 13 ACCORDION SHUTTERS Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments August 10, 2010 For Inspections please call: (305)762 -4949 Permit Number: WS -6 -10 -1076 Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060050240 Phone: (305)885 -0678 Page 6 of 20 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BEPOSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. I STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following !1 * --eft ) is provided in this Notice of Commencement. 0 y__ 1. Legal description of roperty and street/addr : _23 15 op, Q t -E er • P'l1 1r 1 'b t b • td sin ��� --t (v, o 3& 1 iP1)\-) C� - ►�,c� 10 J ( 3. Owner(s) name and address: Interest in property: OWNER Name and address of fee simple titleholder 2. Description of improvement INSTALLATION OF HURRICANE PROTECTION STATE OF F I HEREBY CE original filed in fh 4. Contractor's name and address: A&M HURRICANE PROTECTION 1050 E 15 ST HIALEAH FL 33010 PH: (305) 885 -0678 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is spec = j Signature o •wner Print Owner's Name Qty CL♦ ( U,CLCOIC6rn Prepared by Sworn to and subscribed before me this C i day of ��� , 20 a. 123.01-52 PAGE 4 5/0? Notary Public Print Notary's Name ALAIN J MOIZSA My commission expires: v�l ALAIN .IAVJER MANRESA *E MY COMMISSION # 0D870312 EXPIRES May 03, 2011 ( 407) 398.0153 FlaideNoAryServke.gom 1111111111111111111N1111111111111111111111 CFN 2010R0408123 OR Bk 27322 P4 2296 (fps) RECORDED 06/16 /2010 14:42:11 HARVEY RUVIHr CLERK OF COURT • MIAMI -DADE COUNTY FLORIDA LAST PAGE RIDA, COUNTY OF DAbE FY that this is f s copy of the office on day of A D 20 Id d and Official Seal. , CL ERI - cf Cir if d County Courts OT 4 S D.C. Address: LISSETE RODRIGUEZ 1050 EAST 15 ST HIALEAH FL 33010 Jfl in Miami Shores Village BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Buildin Roofing Owner's Name (Fee Simple Titleholder) A ► ° Owner's Address L63 S I City p,10..m., State ��l } ®l, Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Job Address (where the work is being done) L t q t Permit No. \ . ° Master Permit NQ. Tenant/Lessee Name Phone # City Miami Shores Village County Miami -Dade Zip ))1 FOLIO / PARCEL # 1,1 - 57. 0.0 ' 00S- OP- 40 Is Building Historically Designated YES NO Contractor's Company Name 4 1 E (LQC. r .nP r- RM ?la ' Phone # $05 OE 5 berg U Contractor's Address 1®`ab E:+ 4 (� `�(� Cit koi t..0� // state �' 1 R`d Q- Zip ' Qualifier Name . �� �1' T€Q.Q Phone # Or55) Q O5 010. State Certificate or Registration No. Certificate of Competency No. 01 I C�Q 5 °\ Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ " - 15 . ®. Type of Work: ['Addition Alteration Describe Work: `\ Square / Linear Footage Of Work: i4625- b DNew 32 31IVIED E3Y: ,.. **** ** ******** ************* ** * * * ** **** Fees** ** x*** *** ** ************* * * * ** x *** * **** * *** flP As. i Submittal Fee . Permit Fee $ C CCF $ 3 ' 00 CO /CC Notary $ raining/Education Fee $ Technology Fee $ 4 Scanning $ - F (1 Radon $ DPBR $ Zoni $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 1 ' ^ See Reverse side -+ 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 CONDmONERS, 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. "NVARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occu s seven (7) days G er the building permit is issued. In the absence of such posted notice, the inspection will not be approved nspectia j / will be harged Signature NOTARY PUBLIC: 9; '" 44, ALAIN JAVIER MANRESA z * !*i MY COMMISSION # DD670312 S May 03, 2011 Ice.com Sign: Print: My Commission Expires: APPLICATION APPROVED BY: ‘ (Revised 07/10/07) Signature Owner or Agent The foregoing instrument was acknowledged before me this q day of III) , 20 t®, by 1'" Y3cistosbr day of %) & , 2010, by )7S0 ' who is personally known to me or who has produced who is p ersonally known to me or who has produced L- Contractor p� The foregoing instrument was acknowledged before me this `t As identification and who did take an oath. NOTARY P ET ALAIN JAVIER MANRESA MY COMMISSION # DD670312 Sign: Print: My Commission Expires: as identification and who did take an oath. **,i ** x***** * *** ********s **e:******** ***** ** ::********** ix* ** * * *************** ** : *: x:***** **:x **** ************ *** Plans Examiner Engineer Zoning R" I Rio TE OF FLORIDA 0,2010 CE OF BUSINESS APTER 8A - ART. 9 & 10 9t larm -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR IVIIAMI, FL 33130 604960 -5 RENEWAL BUSINESS NAME ! LOCATION RIUMMT N0. 631071-8 A & M HURRICANE PROTECTION LLC * 070S00569 1050E 1SST 33010 HIALEAH OWNER A & M HURRICANE PROTECTION LLC Sec. Type of $uelnese 1 SPECIALTY BUILDING CONTRACTOR LOCAL TIM Ai DOGES NOT THE .. HOLDER TO VIOLATE ANY TOASTING REGULATORY OR ` MAtNG LAWS OP THE , COUNTY OR ONIES. NOR DOES IT' E%EWP TH E PERMIT ORR A NY ` OTHE R E R E D DYY FAA LO I& THE HOLDER% =ALMA- ; TFONE. PAYMENT IIAMMIAOE {AUNTY TAX COLLECTOR! 7/21/2009 600080003 '3 000045.00'. SEE OTHER SIDE 2009 LOCAL BUSIN MIAMI -DADE COUNTY - S EXPIRES SEPT. MUST BE DISPLAYED AT WORKER /S 1 DO NOT FORWARD A & M HURRICANE PROTECTION LLC JOSE 0 PEREZ MGR 1050 E 15 ST HIALEAH FL 33010 1 }1 11 1 , l ii111 }ii11 T 1111,11, {li ,1,111,1,1111 „11111,1imhAl1 FIRST -CLASS U.S. POSTAGE' PAID MIAMI, FI. PERMIT NO. 231 <s c c e aae. ��'AlEh74EGE: .'E9 A RIA0,' e06,2 V o 0 2300012001 000175.00 00 NOT FORWARD A & M HURRICANE PROTECTION LLC JOSE 0 PEREZ MGR 1050 E 15 ST HIALEAH FL 33010 3 1 „11,,,11111,,,,,,1111 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS )Nf . LTR NS TYPE OF INSURANCE POLICY NUMBER POLICY E ID D I TIV PO EXPIRAYV) LIMITS DATE (MM/DD/YY) . DATE (MM/DD/YY GENERAL LIABILITY A ! X ; COMMERCIAL GENERALLIABILITY j GL- 0506000701 -00 05/20/10 05/20/11 1 CLAIMS MADE I X j OCCUR . __..__ GENII AGGREGATED LIMIT APPLIES PER L X POLICY : 1 JECT 0 ; LOC ; ' EACH OCCURRENCE ; 51,000,000 DAMAUE IU HENIED j 1 PREMISES (Ea I 5100,000 MED EXP (Any one person) I $ 5 r 000 r PERSONAL&ADVINJURY I $ 1,000,000 GENERAL AGGREGATE ; $ 2 r 000 r 000 PRODUCTS - COMP /OP AGG S 2 , 000 , 000 AUTOMOBILE LIABIUTY I ANY AUTO - ALL OWNED AUTOS " .. • SCHEDULED AUTOS HIRED AUTOS _ - -_- NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) S BODILY INJURY S (Per person) BODILY INJURY 1$ (Per accident) i PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG S EXCESS/UMBRELLA LIABIUTY EACH OCCURRENCE S OCCUR I CLAIMS MADE ' :AGGREGATE S ... _. I DEDUCTIBLE RETENTION S $ $ WORKERS COMPENSATION AND I TO RY LIMI - I I 01 EMPLOYERS' UABIUTY l I ANY PROPRIETOR/PARTNER/EXECUTIVE !EL. OFFICER/MEMBER EXCLUDED? : 11 yes, descnbe under EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ SPECIAL PROVISIONS below I E L. DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Hurricane shutter contractor ACORD CERTIFICATE OF LIABILIT Y INSURANCE OP ID 03 A&ME1U -1 DATE (MM1DD/YYYY) 05/18/10 PRODUCER Emmanuel Insurance Agency Sarai Medina 2370 E 8 Ave Hialeah FL 33013 Phone:305- 693 -0003 Fax:305-691-4381 INSURED A & M HURRICANE PROTECTION L.L 1050 E 15 STREET Hialeah FL 33010 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 j NAIC # INSURER A American Vehicle Ins . Co . 1 INSURER B. - INSURER C INSURER D INSURER E COVERAGES CERTIFICATE HOLDER ACORD 25 (2001/08) CANCELLATION Miami Shores Village estepb @miamishoresvillage.com Fax: 305 - 756 -8972 10050 NE 2 Avenue Miami Shores FL 33138 MIAMISH 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 OBUGATION OR LIABIUTY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Sarai Medina © ACORD CORPORATION 1988 EFFECTIVE DATE: PERSON: FEIN: BUSINESS NAME AND ADDRESS: A & N HURRICANE PROTECTION LLC 1050 E 15TH ST HIALEAH FL 33010 -3314 SCOPES OF BUSINESS OR TRADE: 1- SHUTTER INSTALLATION ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. 05/11/2010 EXPIRATION DATE: 05/10/2012 PEREZ JOSE G 208046811 05 -11 -2010 IMAPORTANT: Porsaant to Chapter 440 . 05(14), F.S., an officer of a corporation wbo elects exemption from this chapter by filing a certificate oI election under this section may not recover benefits or cootpensatioa under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.051131, F.S., Notices of election to be exempt and certificates of election to be exempt shalt be subject to revocation if, at any time alter the filing oI 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 tailore of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -160 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS` COMPENSATION CONSTRUCTION HOISTRY CERTIFICATE OF ELECDON TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 05/11 /2010 PERSON: JOSE Q PEREZ FEIN: 208046811 BUSINESS NAME AND ADDRESS: A & I6 HURRtCANE PROTECTION LLC 1050 E 15TH sr HIALEAH, FL 33010 -3314 SCOPE OF BUSINESS OR TRADE - SHUTTER INSTALLATION EXPIRATION DATE: 05 /10/2012 IMPORTANT F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who O 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 ejection 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 ejection 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. H E R E QUESTIONS? (850) 413-1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 ,47 Gi70 RAMMS ENGINEERING INC. Kd =1.00 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILDING CODE 2007 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 - 05 WIND CODE DESIGN WIND LOADS (LBS /SQFT) FOR 146 MPH ZONE interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 146 mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Fee 10 20 30 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 15 54.7 52.3 50.8 49.8 49.0 48.4 20 58.0 55.3 53.8 52.7 51.9 51.2 25 60.5 57.8 56.2 55.1 54.2 53.5 30 63.1 60.3 58.6 57.4 56.5 55.8 40 67.0 64.0 62.2 60.9 60.0 59.2 50 70.2 67.0 65.2 63.9 62.8 62.0 60 72.8 69.5 67.6 66.2 65.2 64.3 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -59.4 -56.9 -55.5 -54.4 -53.6 -53.0 20 -62.9 -60.3 -58.7 -57.6 -56.8 -56.1 25 -65.7 -62.9 -61.3 -60.2 -59.3 -58.6 30 -68.5 -65.6 -63.9 -62.8 -61.9 -61.1 40 -72.6 -69.6 -67:9 -66.6 -65.6 -64.8 50 -76.1 -73.0 -71.1 -69.8 -68.8 -68.0 60 -78.9 -75.7 -73.7 -72.4 -71.3 -70.5 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Effective Wind Area (or, Tributary Area) in Square Feet Height 10 20 30 40 50 60 (Maximum) -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -73.3 -68.4 -65.5 -63.4 -61.8 -60.5 20 -77.6 -72.4 -69.3 -67.2 -65.5 -641 25 -81.0 -75.6 -72.4 -70.1 -68.4 -66.9 30 -84.5 -78.8 -75.5 -73.1 -71.3 -69.8 40 -89.7 -83.6 -80.1 -77.6 -75.7 -74.1 -94.0 -87.7 -84.0 -81.3 -79.3 -77.6 i 60 '-'97.4 -90.9 -87.0 -84.3 -82.2 -80.5 Lengt of -nd Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, bu I e than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). ^�R t a AN REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. Irtik In 1 1 ,47 Gi70 GARAGE FOLIO NUMBER: 11- 3206 -005 -0240 MEAN ROOF HEIGHT: 15' DESIGN WIND LOAD: 146 MPH +54.7 -59.4 LAUTARO JACOBSON (11) 75 X 85 815 NE 91 TER, MIAMI FL 33138 (1) 160 X 52 FRoirr ! ICU ded (2) 38 X 88 ( (9) ( 75 X 52 21 X 40 63 X 83 (3) 27 X 52 ( ( 112X27 112X27 ( 37 X 52 (6) 37 X 52 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) A & M Hurricane Protection, LLC 1050 East 15 Street Hialeah, Florida 33010 MIAMI-DADE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www,miamidade.rov 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 net the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. 1 DESCRIPTION: "AS -500 Advanced " Aluminum Accordion shutter APPROVAL DOCUMENT: Drawing No. 07 -13, titled "AS -500 Advanced Alum Accordion Shutter", sheets 1 through 7 of 7, prepared by AI Farooq Corporation, dated June 07, 2007, signed and sealed by Humayoun Farooq, P.E., on June 27, 2007 bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 07- 0621.04 Expiration Date: 09/27/2012 o 9 27/2 007 Approval Date: 09127/2007 Page 1 A & M Hurricane Protection, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 07 -13, titled "AS -500 Advanced Alum Accordion Shutter ", sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated June 07, 2007, signed and sealed by Humayoun Farooq, P.E., on June 27, 2007. B. TESTS 1. See Association's generic approval under 07 - 3252. C. CALCULATIONS 1. See Association's generic approval under 07 - 3252. D. QUALITY ASSURANCE 1. By Miami - Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 07 - 3252. F. STATEMENTS 1. Release letter issued by the RC Advanced Shutter Systems Association, Inc. dated June 29, 2007, certifying this product to meet the criteria of product tested and approved, and allowing A & M Hurricane Protection LLC to use the test results approved under Miami Dade County Approval No. 07 -3252, signed by Mr. Richard Gallo. 2. Acknowledgment letter by A & M Hurricane Protection LLC, dated June 29, 2007, signed by Mr. Jose G. Perez. 3. Letter by Al- Farooq Corporation, dated June 27, 2007, signed and sealed by Mr. Humayoun Farooq, P.E., certifying that the drawing (No. 07 -13) prepared for A & M Hurricane Protection LLC is engineering wise identical to RC Advanced Shutter Systems Association, Inc. generic drawing (No. 06 -02A). E - 1 elmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 07-0621.04 Expiration Date: 09/27/2012 Approval Date: 09/27/2007 MMIMUM SEPARATION FROM GLASS SEPARATION REDO. DUE TO WIND LOAD SEPARATOR REOD. DUE TO SHUTTER SPAN - 11 - DI. LARGE MI:DIE IMPACT DESIGN LOAD - Pd - PSF FACTOR - K - Pd /100 - IN. FOR SLAT SPANS UPTO SEPARATION READING FROM SPAN 0. CURVE = 0 w 44 g0• 2_1/2• DEFLECTION AT Pd - KBD o W.I 1 20' J' INN. SEPARATION REOD. w KPD+1' w IN. 170 3-9 /8' FOR USE GRADE l MAXIMUM of WIND LOW OR IMPACT LOAD SHOWN ABOVE FOR DISTALIATIONS ABOVE 70' OF GRADE IGNORE LARGE MISSILE IM A:T REQUIREMENT. NOM NO PART CO SWIM 5401 EC WWI 30' ABOIE OR10E 10 WOVE IAPCL =AS owl= REWOIOdT. 4 m GENERAL NOTES L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WRH THE REOUSIGENTS OF THE FLORIN BIDDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ICANE ZONE O4F1Q 2. DESIGN CRITERIA FOR ALUMINUM. MINIMUM MECHANICAL PROPERTIES. AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE ' ALUMINUM CONSTRUCTION MANUAL' LATEST E DMON. a ALUMINUM ALLOYS: ALL E70RUSIORS SHALL BE ALLOY AS SHOWN . 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GNEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. N0. TTP -845, OR DE GALHMIZEO. S. ANCHORS SHALL DE AS SHOWN ON DETAILS. ANCHOR 04EDMENF TO BAS: MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6 ALL BOLTS SHALL BE STNNLESS STEEL, ALUMINUM ALLOY 2024 -14 OR 7075 -16, OR PLATED STEEL WING NUTS TO 84 OF ZINC ALLOY. 7 . DESIGN CORM FIR SLATS MAX( DEFLECTIONS THE LESSER OF L/30 OR 2'. EL ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN W THESE DETAILS ARE NOT PART OF THIS APPROVAL 9. A LOAD DURATION IA {SE IN ALLOWABLE STRESS 6 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. DEFLECTION CURVE AT 100 PSF ACCORDION SHUTTER EI'19903116 DEFLECTION CURVE FOR POSITIVE LOADS ONLY 40 50 60 70 80 90 100 120 SLAT SPAN - INCHES 140 160 N m (V A LABEL S II 84 AMKE0 ON LOOMS MEMBER OF UNIT ABOVE LOCK WRH THE FOLUWANO STATEMENT. A k M HUIMIGANE PROTECI1ON LLC, HL*EAH FL 'MIAMI — DUDE COUNTY PRODUCT CONTROL APPROVED' SLAT PERFORMANCE CHART DEFLECTION LIMIT -POSITIVE LOAD SPAN/30 OR 2 - NEGATIVE LOAD SPAN/32 m •a m r N -4 40 60 60 70 80 90 100 120 SLAT SPAN - INCHES Epv DR HU1NYO404 FAR000 STRUCTURES F PE .0538 140 160 USE SLAT PERFORMANCE CHART TO VERILY SLAT CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. DESIGN LOADS SHALL 84 CALCULATED AS PER REQUIREMENTS OF ASCE 7 -02. Appmced as cam[,iIO with the Florida SEA Creie Data O $3041 s'sedAt DDsSzdsa �r 00� z 1a g Lgi 1 ' drawing no. 07 -13 (sheet 1 of 7 ) ■••■•••---- =MAME@ 6063-45 AS500-008 111111.11LWALLEIEWEE aorm-ra AS500-008 r 811117-OUT Wid I _FWAWR 6063-75 AS500-007 L 0.344 F 1.164 .088 .727 1100511...-EMBEN2 6063-76 AS500-012 1 2.045 .080 088 1 1.100 3.879 mausrAwanm 6083-75 AS500-009 .727 3 700 THRESHOID TRACK 6063-76 AS500-013 i_ r— 2.000 - -1 250 .125 2 X 3 X 1/8" 2 X 4 X 1/8' 2 X 5 X 1/8" BULT-OUT ANGLO 6063-75 5.000 7.000 0.32 .630 • . 053 0.224 END SLAT 6063-78 5500-004 90 FND SLAT 6063-76 AS500-005 Engr: OR. HUMAYOUN FAROOC) STRUCTUNS3 RA PE it 1 CAN. ■•• Approved as aungrOgiSoam Florbia Date 0 NO Mani Oa& Peoduct ierx.ra Z / 0 0 1 drawing no. 07-13 shared 2 tof 7 ) - 1/. .M111WItRa �1.OfTi •1•1113•f)• SECTION A — A SECTION B — R FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 6. FOR WOOD INSTALLATIONS SEE SHEET 5 OF 6. FOR ANCHOR CHARTS SEE SHEET 6 OF 6. HEADER AND SILL DETAILS CAN BE USED IN ANY COMBINATIONS. JUN 27 2007 TYPICAL ELEVATION 6 rgo MI A 0 1 � O Q drawing no. 07 -13 sheet 3 of 7 ice» MIIAMMFMIMMINCRIMMI MAMMsa•v t4sOS<IN0 vosvW111 BUILT —OUT CONDRION ANCHOR TYPE - --- - ee .»saes -- -- o �d ° oo 2 X 3 X 1/8' 2 X 4 X 1/8' 2 X 5 X 1/8' AURA ANOLE E0. 1/4-20 X 1/r BOOS w/ NUTS AT 2' FROM ENDS MD 9 O.C. �t�:�i��9Y..4♦ WIIML'I•t7l7,t0 t — - -- M.1•11° ° v ° E. NYLON BUSHING mcH0R ^TH iid¢� sT��rs>• s>•t:MIsseo t =soeo MEMIes�o MEc>•esesa /5 X 5/18' LG RIVETS AT 2 FROM ENDS AND 9' 0.C. MAX. rtilMIIrMoo r•11UMsaoo IMANNINGMOINUMICIN NMI - �teoeNFIN 5/8 llL 1•I A ., 1/4-20 X 1/2 BOLTS W/ NUTS OR /14 SMS/TEKS AT 2' FROM ENDS AND 9' 0.C. 2 X 3 X 1/8' 2 X 4 X 1/8' 2x 5818• ALUM /14 X 1' SMS AT r FROM ENDS AND 9' 0.C. MAX. JUN ` 2007 NYLON BUSHING OPTIONAL All 2- t 1111 � P% ; W • w�n TYPE .►��000 s — E ssoo ��esoo sMeso�a F FARaoO STRUCTURES RA. PE 8 16557 CAN. 3538 a p mapblas with de incriorrrr Z O gg 0'1 11 Oaf ate= 0 k 1 8 drawing no. 07 -13 (sheet 4 of 7 ) ANCHORS TYPE A, D, E OR AT 1a' 0.C. MAX. CONC. BLOCK x1x1 /a' 1x 281 /a' 2838 /a 2 X 4 x I/8' A� 1/Er AS READ. AT BUILT -OUT CONDITIONS 1 10 X 1/2' TEKS OR 3/18' POT RNEIS O IB' 0.C. END CONDITION AT MALT—OUT FQ(ED CORNER DETAIL 2 X 2 x 1/8' 2 x 3 x 1/8• 2 x 4 X 1/8 2 x 6 x 1/8' ALUM TILE (6083 -T6) /10 x 3/4' 'MKS 3 /ANGLE 1 -1/2 x 3 x 1/8 ALUM ANGLE TOP & BOTTOM 2/ ANGLE FOR DON SEE SHEET 1 TYP. SOLID 5/18' DUA. ALUM. LOCKING ROD INTO 3/8' DM. HOLES AT TOP & BOTTOM TRACKS (CAN BE INSTALLED INSIDE OR OUTSIDE) SECTION E —E SOLD V16' DI. ALUM. LOCKING ROD INTO 3/8' D4l HOLES AT TOP & =TOM TRACKS OCAN BE INSTALLED INSIDE OR OUTSIDE) LOCK HOUSING WTCH RSE -100 ACCORDION SHUTTER LOCK BY SULUVAN & ASSOCIATES AT 36' FROM BOTTOM INSIDE LOCK 40 -24 57.51. THUMB SCREW OR MACHINE SCREW Engr: DR. 8131AY0UN FAR000 STRUCTURES S CAR. ANCHORS TYPE A. D. E OR AT 18' 0.0. MAC. 7 z O F 8 B a drawing no. 07 -13 (sheet 5 of 7 1 £ 65T= WOOD TRUSSES 024' 0.0. MIN. 2x4 MEMBERS MIN. S.G. - 0.51 HEADER CONNECTION TO WOOD TRUSSES FOR SHUTTER HEIGHT OF 84" MAX DESIGN LOAD - 92 PSF FOR SHUTTER HEIGHT OF 98" MAX DESIGN LOAD = 80 PSF FOR SHUTTER HEIGHT OF 108 MAX. 0851GN LOAD - 71 PSF .COUNTER TOP CONDmoN (PASS THRU MAX SHUTTER HEIG T ) 8 FT. #14 x 1. 1iDx HEAD MS D18W140 SOREWS 0 8' O.C. 2x 3x 1/8' 2 x 4 x 1/8 2 x 5 x 1/8" ALUM. ANGLES 1/4" THRU BOLT W/ WASHER & NUT — AT 8-1/2" 0.0. FOR LORDS UPTO 52 PSF 4-34" 0.C. FOR LOADS UFTO PSF AT 3-7/8' 0.0. FOR LOADS UP 75 TO PS' AT 3" O.C. FOR LOADS UPTO 97 PSF flll�Si7. "'�� ANCHOR SPACING INCITES _ .._. MI L ail c"3 7i::98111•1R nn10nmrFys�re�eoo 0 - - 9.0 7.3 3.5 n 1" X 4' X 1/8" CONT. ALUM TUBE W/ (3) 1/4 0 X 4" TAPCONS 0 EACH STUD W/ 2" MIN PENLTRATAXN INTO EXISTING STUD FOR SHUTTER HEIGHT OF 84' MAX. DESIGN LOAD = 100 PSF FOR SHUTTER HERMIT OF 84' MAX DESIGN LOAD - 98 PSF FOR SHUTTER HEIGHT OF 98' MAX DESIGN LOAD = 87 PSF FOR SHUTTER HEIGHT OF 98' MAX. DESIGN LOAD = 88 PSF FOR SHUTTER HEIGHT OF 108' MAX DESIGN LOAD - 77 PSF FOR SHUTTER HEIGHT OF 108' MAX DESIGN LOAD - 78 PSF FOR SHUTTER HEIGHT OF 120" MAX DESIGN LOAD - 70 PSF FOR SHUTTER HEIGHT OF 120" MAX DESXN LOAD = 89 PSF INSTALLATION DETAIL ON EXISTING WOOD BUCKS xqx. i/.+.r ABOVE DETAILS SHOWS CONNECTION OF 2X4 BUCK & 1X4 AWN TUBE 10 WOOD STUDS ID PROVIDE A CONTINUOUS SURFACE FOR SHUTTER INSTALLATION. FOR INSTALLATION DETAILS OF HEADER /SILL TO CONTINUOUS WOOD MEMBERS SEE SHEETS 3 THRU 4. WOOD HEADER REQUIRED STRUCTURES RA PE 18557 CAN. / 3 IL 2 7 211I FASTENERS AS PER SCHEDULES 9/ 1 MIN. PENETRATION TO DUSTING WOOD HEADER 2 X 3 X 1/8' 2 X 4 X 1/8' 25551/8 ' ALUM ANGLE FASTENERS SEE SCHEDULES SHEET 4 FASTENERS SEE SCHEDULES SHEET 3 2" X 4' CONT. W/ (3) 1/4" 0 X 5" TAPCONS 0 EACH 5ND 9/ 2" IAN PENETRATION INTO EXISTING STUD V z g 8 g 11;44 - a g gg sheet 8 of 7 ) 'S. ■a■■■ ■s , . IIIINHART— MEEMEMEEMIEME ■■� ■ BME q E�E' ■E ■H MEE909M ■0 M. 1 �2M ■ ■ ■E■EEM■ A■EIM M■ EEE■ ■■ MEEEMEMEMEMEE ►■ ■ ■ ■ ■ ■ ■■ ■ ■■ : . ■ ■MEMEN ■■ ■■ MOMMEEEEEEME A'. ■i ■■ ■►41 ■!9 ■ ■■M ■■ ■M ■E, ■ ■E ■ ■■ ■'ME4.1■■ ■ME"E MEIMEMLI+■o,■ ■■■ MINE■".■■■■■ EMEMEMIENEEMEE ■■MEM■ ME ■M■ ■ ■■ \E■ ■ \\ \M■ ■■■■ME ■ ■MESIE ■■■■■\M ■ ■ ■ ►\ ■■■■■■MEE ■M■ ■■ ■MM ■ ■■\ZM■ ■ ■ ■■ ■ ■ ■■■■ ■r M■ A 486060729098 110 132 SLAT SPAN - TIMES g 8 a 0 A 8 A 406966726890 119 130 SLAT SPAN - INCHES 150 40 52 60 70 82 92 110 130 SLAT SPAN - INCHES FASTENER SPACING IN MASONRY /CONCRETE CBAICI9 ABE RASED ON TYPICAL LOGE DISTANCE = I2d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW EDGE DEL FACTOR 12d=3' 1 .00 , 104=2 -1/2 0.88 8d =2 0.71 6d =1— I/2''5d =1 -1/4' 0.57 0.50 EXAMPLE: FOR 3" EDGE GIST. SPACING - 9' 0.C. (FROM CHART) FOR 2' EDGE DIST. SPACING = 9 5 .71 = 5.4 O.C. TYPICAL EDGE DISTANCE N WOOD = 3,(4 TYPICAL END DISTANCE IN W000 = 1 NO REDUCDON FACTOR IS REQUIRED ANCHOR CHART 2 ANCHOR MIX X 9• ANCHOR CHART 7 160 169 0 n a G. �g V F 8 ■E■■■■EI ■►E■■■■M - - -- ■EM ■ ■ ■Eai ■L''■■ ■■ ■ ■■■ ■■ ■ ►\■ ■M■■■ ■■M ■■MEEM■ ■ ■M■■ ■ M®■■■■■■■■ ::::: EEMEM : MIEMEEMIMEEMEM ■.■■■■.■■■■■ 7■ M■ ■M■■1►IE■■ E■BEI■■■■■ MME ■M►.■.,N■■■■■ ■■■■ZIEEM •■M■ EIMMENniinwummirm ANCHOR CHART 40 50 2 46 SO 60 70 00 90 110 130 SLAT SPAN - IHGES 68 70 80 92 116 139 SLAT SPAN - 110490 160 , 9' 610181 SPACE ANCHOR CHART 8 150 0 N 2 a 2 2 ANCHOR CHART 4 40 60 69 72 80 92 112 139 150 SLAT 546 - IHCHES USE CHARTS 1 THRU 8 TO VERIFY ANCHOR REQUIREMENTS AND STRESS L WITATIONS OF LOAD/SPA/4 COMBINATIONS FOR HEADER AND SILL EMENNEEE EMEEEMEE 'M ■„ ■■ ■■■ ■ ■■■ EMEOMMEEENEEEM MEEMEEEMEEME ■„■„■■■■■■■■ MINRIn": TIIE ■ ■ ■■ EMMEMEEMEENEI MEIVEMMEHEEMME .■ ■.■ MEMEEM■ ■►M■ME■.E■■■■ ■.■■,■■■■■■■ ■ ■..MMEIMEMM■■ ■ ■EM■ ■,E ■OIS ■■EMMEEM. ■ ■. ■■■■■`■■■M•■ ■■■■■■,.■■■IN ■■■ ■ ■ ■■ EMENIE ■■■■■■■■■■■I ANCHOR CHART 6 2 40 69 60 70 00 92 112 130 SLAT SPAN - INCHES TYPIa.A ATM uu ltli• ANCHOR® = I/4' DTa TAPCOI0 (BY ELCO) 1 -3/4' EMBEDMENT INTO 3000 PSI CONC. 1 -t /4' EMBEDMENT INTO C-80 BLACK ANCHOR `J (nl = 1 4` OLL 65150.061 8 (9Y H6.T1) 1 -3/4' EMBEDMENT INTO 3000 PSI CONC. 1 -I/4' EMBEDMENT INTO C -90 BLACK ANCHOR® c T /4' RA91. CAI 15 TOTAL ANCHOR BODY NTO 3000 PS1 CONC. OR C -90 BLOCK ANCHOR° _ 114'016. TAPOONS 1 -1/2• MIN PENETRATION INTO W000(S.0.=0.55) ANCHHOR@ _ t / 4' 046. 609it —FLEZ sELF 0101152 SCREWS INTO METAL STRUCTURES (STEEL OR ALUMINUM t /8' MN. THICK.) NOTE ANCHORS EMBEDMENT SHOWN IS BEYOND WALL & FLOOR COVERINGS (STUCCO. SUS. ETC.) Fngr. DR. HUMAYOU4 5■0000 sn11aT�L90�9 0.8..7538 A ki2444147 150 i O g � ;Mg o z E a 4 Lu g W $ <- 1 4 drawing no. 07 -13 (sheet 7 of 7 1 SUBJECT TO COMPLIANCE WM4 ALL FEDERAL STATE AND C01INT/ RULES AND REGULATIONS