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WS-11-2150Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 166886 Permit Number: WS -11 -11 -2150 Scheduled Inspection Date: December 12, 2011 Inspector: Bruhn, Norman Owner: MERRY, MICHAEL & MARIELA Job Address: 801 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: A&M HURRICAINE PROTECTION LLC Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060142580 Phone: (305)885 -0678 Building Department Comments INSTALLATION OF 2 ACCORDION SHUTTERS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CL December 09, 2011 For Inspections please call: (305)762 -4949 Page 15 of 40 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 -L7k1\-)tiaja BU 1NG PERMIT APPLICATION FBC 201 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address +S' I r City /411 At'? jCrSState Roofing it-744 •42`.4 RA-T ,t-t / o.,k ar? . t", /A-165 as Y f) Wmr, Nov 1 8 2011 i BY: Permit No. Master Permit No. 77 5-7- g0 s- 6( 3 - .2g l.2 Phone # 3 d S 7 S '7 7do4. 1'z Zip 3 3 /S6 ' Tenant/Lessee Name Job Address (where the work is being done) f� Phone # 57 City Miami Shores Village County Miami -Dade Zip 3 ?✓" / ' FOLIO / PARCEL # r' l - ,5 --Oj - 05 g0 Is Building Historically Designated YES NO w' Contractor's Company Name L Phone # A5 gads p(-01 Contractor's ddress 4D5-0 C'- \ ,, City Cl\i{j State i - (- '(�'d O Zip J\ Qualifier Name - ee0 E ' 7'`_ e 1 Phone # • q %5�7 , Y,e� O O ( l State Certificate or Registration No. Certificate of Competency No. 7� CsO 5( q Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ / 5 0 '00 Square / Linear Footage Of Work: S as Type of Work: ['Addition \,, eration ['New ❑ Repair/Replace ❑ Demolition Describe Work: k `.0 � \ 16 cCC c CV� ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * ** * * * * * * * * * * * * * * * * * ** * * ** * * * ** Submittal Fee $ Permit Fee $ /0/62 C9° Notary $ Training/Education Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ CCF $ CO /CC Technology Fee $ DPBR $ Double Fee $ Structural Review. $ Zoning $ Total Fee Now Due $ 2(to 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'rsr 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 inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner o Agent , , Contractor • The foregoing instrument was acknowledged before me this j The foregoing ins ment was acknowledged before me this r day of ij of i by day of II,i, 1� t •�W1tQ, - who is personally known to me or who has produced who is personally known to me or who has produc -- j —L - _ I Jtk.,.....„, As identification and who did take an oath. as identification and who did take an oath. Signature ,20 , by NOTARY PUBLIC: 44„% ALAIN JAVIER MANRESA *- - • # EE068689 Sign:���,.` .1111 a 03, 2015 a� , Print: tar rwc com NOTARY PUBLIC:. .AJN JAVIER MANRESA COM, Sign: Print: a a r+ My Commission Expires: \\‘_, 4b My Commission Expires: o 30 \5 *************************:************************************** * * *: * * * * * * * ** * * * * *** * * * * * * * ** ** * * * * * * ** * ** APPLICATION APPROVED BY4 �j, 2J I/ (Revised 07/10/07) Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION F0RM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT1 D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. / COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION ,e of BUSINESS NAME: AfQ.. �y BUSINESS ADDRESS: k DF1 0 Q c ` CITY t A\eiNiTh STATE PL-- ZIP CODE 0 � � BUSINESS PHONE: (Q)� r (g W FAX NUMBER <� ) �h�Z 05 k 0 CELL PHONE (___) QUALIFIER'S NAME: QUALIFIER'S LIC NUMBER: Di W E-MAIL ADDRESS (IF APPLICABLE): J / CY b g clov ©Ty) Created on 3119109 BY MLDV I RV 3126109 MLDV CT BUSINESS RTIFICA'�m PRICY 078S00589.. 1 SING _ TRAMS) 0029 METAL AiWNG& SHIM ACORD CERTIFICATE OF LIABILITY INSURANCE PRODUCER Emmanuel Insurance Agency Sarai Medina 2370 E 8 Ave Hialeah FL 33013 Phone:305- 693 -0003 Fax:305- 691 -4381 OP ID A&M U01 DATE (MMIDDIYYYY) 08/24/11 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 NAIC a� INSURED A & M HDRRICANE Protection LLC. HialeahlFL §33010 INSURER A: American Vehicle Ins . CO . 10790 INSURER B: INSURER C INSURER D: INSURER E COVERAGES THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY 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 UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INJK AU L LTR INSRC TYPE OF INSURANCE GENERAL LIABILITY A X COMMERCIAL GENERAL UABIUTY CLAIMS MADE X OCCUR POLICY NUMBER GEN'L AGGREGATE LIMIT APPUES PER: POLICY n JECOT n LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS GL- 0506001762 -01 POLICY EFFECTIVE POLIYN LIMITS DATE DAIC EACH OCCURRENCE $ 1,000,000 UAMALih IUNeN1tU $100, 000 09/14/11 09/14/12 PREMISES occurence) MED EXP (My bra Person) $ 5 , 000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2 , 000 , 000 PRODUCTS - COMPIOP AGG $2,000,000 COMBINED SIDLE UMIT (Ea scolded) BODILY INJURY (Per Person) BODILY INJURY (Para 0 der t) PROPERTY DAMAGE (Par accident) GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT AUTOTHER T LHAAN EA ACC AGG EXCESS/UMBRELLA LIABILITY OCCUR I 1 CLAIMS MADE DEDUCTIBLE RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' UABIUTY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below EACH OCCURRENCE AGGREGATE $ $ $ OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS /VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS Hurricane shutter contractor CERTIFICATE HOLDER Miami Shores Village estepb @miamishoresvillage.com Fax: 305 -756 -8972 10050 NE 2 Avenue Miami Shores FL 33138 TORY LIMITS • - ER E.L EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ EL DISEASE - POUCY UMIT CANCELLATION mina SH 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 Sarni Medina ACORD 25 (2001108) © ACORD CORPORATION 1988 A CERTIFICATE OF LIABILITY INSURANCE DATtf (MMIDDIYY1Yf) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THt301.1 CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEENTHE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,ANDTHE CERTIFICATE HOLDER. IMPORTANT: 1—he eertiticate holder Is an ARDMONAL INSURED, the paIIcy(Ios) must be endorsed. I1S JBROGATION IS AHED, subject to the terms and minions of the policy, certain policies rney ragalre an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorse ment(s), PRODUCER ~` Risk Mender Programs, LLC 219 East uvingston Street Orlando. FL 32801 Taste= M8nagernent. InG 281 Main Streot Suite 8 Fitchburg, MA 01420 PROW rakiktk ..888481-8398 uD0 t INSURER* APF0RDBda ROVLRA8B NsURERA:CeplePoire N4Uonel InDUrance tyr 40134 INDUI%8R B t _._ INSURER Q : WARM D INSURER E NAI8 a INP: CUES CERTIFICATE NUMBER :A4wKJRKB REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDINEI ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY 8s ISSUED OR MJ y PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, exCLU8tONS Mb CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. s :1, L1 TYPE CFINatteANcE i - tIDBR" :a� potter RlwrtDSR G 8RAL LIABUJY, CAMMERCIAL GENERAL. UABIUTY CLAIM8.MADE OCCUR GEM ACGR60 rE LIMITAPPLIES PER: 0L0Y f Jp�MI I t W0 AUTOMa81L8 ussa1tV ANY AUTO AALACTNNED HIRED AUTOS OVULE) AUTOS ON-OWNED Ua18RELLA LIDO • OCCUR 8XCaas LIAM OL MAD$ RET6 A YYOMem OED I I compENTION AND EMPLOYERS' LIABILnY Y IN ANY PROPRIEsTOR1PARTNEitraxEClrrn/E ohFICDRlM1eM3ER 8X04UDEDT If yap, dame under PESGRIPT!ON OF OPERATIONS bnlow _EACH Ctx_RRIENCE 8 PRE S (84 a 13 4$17 ) ,, 8 MED UP (Any one Foreon) 8 PERSONAL 8 ADY INJURY GENERAL AsOREGATE 8 PROSV0TS-COMPO AGO $ 8 " -1 PLY': N!A 1SSl.A i TNNtlu g LWIT 8 BODILY )NJIJRY (Per per, nn) 8 BODILY INJURY (Per ecmaaig) 8 0 01/01/2011 01/01/2012 essempTION DP emus -toes 1 LOCATION IvEleaLDS (ADaeh /WORD 141, AtlmQCnN Ranuuee schedule, If mere amain le netalred) Coverage is extended to the leased employees of a tomato employer (AlabamB, Florida, Georgia, Pennsylvania & Teem)) A & M Hunicane Protection, 1,1.0 # 070003 Effective 10/4/10) a MOH OCCURRENCE II AGGREGATI3 X 8 E L, EACH AOCID3NT 8 _ 1,000.000 E L DISSASS - EA EMPLOYEE 8 1,000400 E.L. DISUSE- POLICY LIMIT 4 1,000,000 ✓L 8 CERTIFICATE HOLDER MI21Td Shores Village 100E0 NE 2 Avert* Miami Shores, Fl, 33138 CANCELLATION SHOULD ANY OP THE ABOVE DBSCRIB &D POLICIES BE CANCELLSD BEFORE THE EXPIRATION DAT&THERBdF, NOTICE!MLL B8 DELEVEREO tN ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORV,ED R8PNESENTATNG Page 1 or 1 et 1988.2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD * *ax * ** * ***xx *xnx* *x MIAMI -DADE COUNTY TAX COLLECTOR 140 W. Flagler Street Miami, Florida 33130 Please keep your receipt for future reference. Thank you and have a nice day. 10/28/2011 1300/228/001SAKENI 0006 -0001 Last Seq. #:0001 WI LBT #:30 631071 -8 Local Business Tax $175.00 CK $175.00 CHANGE $0.00 MIS -DADE COUNTY TAX COLLECTOR LOCAL BUSINESS TAX SECTION 140 W. Flagler St. - 1st Floor Miami, Florida 33130 TEMPORARY RECEIPT 2011 -2012 MUNICIPAL CONTRACTOR TAX Local Business Tax#:30631071 -8 State /CC #:07BS00569 Issued to: A & M HURRICANE PROTECTION LLC Type of Business: SPECIALTY BUILDING CONTRACTOR SEE BACK OF OFFICIAL RECEIPT FOR NONPARTICIPATING MUNICIPALITIES THIS RECEIPT IS ISSUED AS EVIDENCE OF . PAYMENT FOR YOUR LOCAL BUSINESS TAX OR PERMIT. YOUR OFFICIAL RECEIPT WILL BE MAILED TO YOU WITHIN 10 DAYS FROM THE VALIDATION DATE ON THIS RECEIPT. Payment Received as Certified Above Miami -Dade County Tax Collector ! MIAMI -DAOE COUNTY I TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 604960-5 Burs 416/40612 PROTECTION LLC 1030E 15 ST 33010 HIALEAH - LOCAL BUSINESS TAX RECEIPT 2012 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30,'+2012 EE DISPLAYED AT PLACE OF ' TO COUNTY CODE CHAP/ER Th:S iS NCT A SILL — T.740 NOT PA7 RENEWAL b31071 -6 CC * 0 * FIRST - CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO 231 OWNER A 3 M HURRICANE PROTECTION LLC Sec. Tvw o� �n�s WORKER /S 19 SPECIALTY IU LDING CONTRACTOR 1 - - mis IS ONLY A LOCAL SYSlNH91 TAX REC$r: IT 0019 NOT ps, w n .m9 HOLOER TO VIOLATE ANY EJO3TINQ NOGUCATOpV.OR ZONING I:AWS- OP 170E COUNTY OR CIYl86. NOR OCES..IT. 9393PT, THE HOLM PROM ANY TNER P909fl OR LAW. ENS9 090y1R9c ®Y S IS TRH NOMA'SIDAT1 0P PAYlIENr RECEIVED cc c 0R0001DaTYTAX 07/18/2011 60070000423 000045.00 SEE OTHER SIDE J0 NOT FORWARD A & M HURRICANE PROTECTION LLC JOSE G PEREZ MGR 1050 E 15 ST HIALEAH FL 33010 1!!1`19).11111, 1:1 V11ii{3:..t iil if �I;;i }ji iYf lfti 11��9911141 la NOV 8 2611 BY:...... ..... (2) D eA4U4 j nsf ie 55 X 84 o 002 FOLIO NUMBER: 11- 3206- 014 -2580 MEAN ROOF HEIGHT: 15" DESIGN WIND LOAD: 146 MPH +54.7 -59.4 MICHAEL J MERRY & MARIELA 801 NE S3�I�MI SHORES FL 33138 PERMIT #: _ Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT //22571/ FEDERAL SUBJECT iO CCCMPUANCE Wird ALL STATE AND CGIjN iY dLLES AND REGULATIONS FRONT DOOR CITY MEAN OF EGRESS CO tY (1) 40X83 . ' RAMMS ENGINEERING, 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 Exposure C For the 146 Pressures mph Wind Zone Area (or, Tributary 30 . Area) in ' 40 Square Feet 50 60 Height (Maximum) Effective Wind 20 10 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 - Exposure C Walls) Negative Pressures For the • 146 mph Wind Zone Effective Wind Area (or, Tributary Area) in 40 Square Feet 50 60 Height (Maximum 10 20 30 -1.10 -59.4 -1.05 -1.02 . - 0.99 - 0.98 -0.96 15 -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 Exposure C - Walls) Negative Pressures For the 146 mph Wind Zone Effective Wind Area (or, Tributary Area) in Square Feet Height (Maximum) 10 20 30 40 50 60 -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 -64.1 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.$' 40 -89.7 -83.6 • -80.1 -77.6 -75.7 -74.1 5,0 -94.0 -87.7 -84.0 -81.3 -79.3 -77.6 ' '60 -97.4 -90.9 . -87.0 -84.3 -82.2 -80.5 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever.is smaller, but not Tess than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). AN 8% REINOTION OF LOAD SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. , 11 r BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) A & M Hurricane Protection, LLC 1050 East 15th Street Hialeah, Florida 33010 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www miamidade.aov 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 High Velocity Hurricane Zone of the Florida Building Code. 1 DESCRIPTION: "AS -500 Advanced " Aluminum Accordion Shutter 1 APPROVAL DOCUMENT: 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 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 /2 7/Z, oo7 Approval Date: 09/27/2007 Page 1 A & M Hurricane Frr ,coon, 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). elmy A. Maker, P.E., M.S. Product Control Examiner NOA No. 07- 0621.04 Expiration Date: 09/27/2012 Approval Date: 09/27/2007 E -1 sheet 1 of 7) DEFLECTION CURVE AT 100 PSF ACCORDION SHUTTER EI.19903116 DEFLECTION CURVE FOR POSITIVE LOADS ONLY 40 50 60 70 80 90 100 120 140 160 SLAT SPAN - INCHES MINIMUM SEPARATION FROM GLASS SEPARATION RECD. DUE TO WNW LOAD SEPARATION W. DUE TO LARGE MISSILE ISINCT SHUTTER SPAN e H .. IN. DESIGN LOAD a Pd ■ PSF FACTOR = K m Pd/100 = IN. SPANS UPTO SEPARATION READING FROM SPAN D. CURVE = D = ply DEFLECTION AT Pd m KBD DU 96 2-1/2 1E0' 3' INN. SEPARATION REDD.. KND+1' a IN. 170 3 -S /9• FOR WSTALA1T0NS UPTO 30' OF GRADE USE MAXIMUM OF WIND LOAD OR IMPACT REQUIREMENTS SWAN ABOVE FOR INSTALUOTONS ABOVE 30' OF GRiUDE IGNORE LARGE MISSILE IMPACT REWDRDENT. LOAD RTA10 1141. NI1Ti NO PAW or 9NTDn OWL BE 1XR1EH 30' NINE GRANS TO WINE URGE 699.2 DPA5T GENERAL NOTES 1 110SS PRODUCT HAS BEEN DESIGNED AND TESTED 10 COMPLY WITH THE HIGH NELOCTW (M CODE 2004 E�IK)N NaINMO 2. DESIGN CRITERIA FOR ALUMIwUIM. MNMUM MECHANICAL PROPERTIES. AND SAFETY FACTORS ARE IN ACCORDANCE MN THE ALUMINUM CONSTRUCTION MANUAL' LATEST EDTION. • a ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY AS SHOWN . 4. STEEL SURFACES TO BE PACED w CONSACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. 110. TTP-645. OR BE GN.VNOZED. S. ANCHORS SHALL BE AS SHOWN ON OEFA6S. ANCHOR EMBEDMENT 10 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. AU. BOLTS SHALL BE STAINLESS STEEL, ALUMINUM ALLOY 2024 -T4 OR 7075 -10. OR PLATED STEEL. TYING NUTS TO 66 OF ZINC ALLOY.. 7. LIMN CRITERIA FOR SUES MAN Dif1ECDON S THE LESSER OF 1/30 OR 2'. B. ANCHORING OR LOADING CONDIRONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 9. A LOAD DURATION INCREASE IN AU.ONABLE STRESS 5 USED IN DESIGN OF moss INTO WOOD ONLY. m N U1 SLAT PERFORMANCE CHART N DEFLECTION LIMIT -POSITIVE LOAD SPAN/30 OR 2- - NEGATIVE LOAD SPAN/30 40 60 60 • 70 80 90 100 120 SLAT SPAN - INCHES 140 160 USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF M9CE 7-02. A LABEL SHALL BE AFFIXED ON LOCKING MEMBER OF UNIT ABOVE LOCK WITH THE FOL.06040 STATEMENT. A de M HURRICANE PROTECTION MC. HIALEAH, FL MIAMI -DADE COUN1Y PRODUCT CONTROL APPROVED' En9: DR. HUIIAYQUN MR000 RA PE S RUCT�URR�ES CCA N. nSB Florida Dee MINAS comleYLeE With the � CoM: • 0 m 1 drawing no. 07 -13 1.164 x^1.591 --1 µ .727 b- p] OOR SILL EMB5I 6083 -76 AS500 -012 WALL SIB, AS500 -011 2.146 1.88 982 BUILT -OLtr W l A 6R 8083 —T5 05500 -008 1-*- 1.109�i 2' BUILT WALL HEADER 8083-75 05500 -007 1.522 1.993 1.093 1.243 .715 L-1.105 FLOOR SILL 6083 -15 ASS -010 2.045 +I .068 1.093 1.100 3.879 6063 -T5 08500 -089 0.344 1.170 .727 3.700 THRESH�TRACK 6063 -78 AS500 -013 L .125 2.000 2. 2 X 3 x or 2x4x1/8; 2 x 5 X 1/8 BUILT —OUT ANGLES 8083 -75 5.000 7.000 0 0.224 1.440 END SLAT 08500 —W4 .931 2.075 0.326 0.224 90' END LAT 766 Iegr. DR. 19W0.YDUN MOM STRUCTURES FLA PE it 16557 Approved mc681pyl886811A9 !'Iadda✓ %giY Zee COMA .. D1riv18-- V" 8'h ihf Iu ;1 3 0 1 drawing n 07 -13 (shoot 2 of 7 ) (shoot 3 of 7 ) WALL MOUNTSI rte' =Ti'iii�[f'. tmE)♦t11•aeso on xeaTO r=TtILL TOHO 0(011111:101 SCME7 r161110 CEO NYLON DIMING OPTONAL 14X3' SAS. STEEL 1W. 111 NYLON BUSHING OPTIONAL r�E�ilds!>!0 WMIKINESMILLICOMINI t4lo0t -0 t�OSTTTTaTTTTLI• SECTION A —A FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 6. FOR WOOD INSTALLATIONS SEE SHEET 5 OF 6. FORANSHOR CHARTS SEE SHEET 6 OF B. .. ALT. WALL MOUNTS r>•IIIMIae• MAIMD0 CIS 0 Tt4sLICSIat]re INEIMosO o ,S500 -007 MillIMMMFAII•COMMIN MCISLIe01=O•7 AS500 -007 fiia11 Z1T'117«'7i .•,1.1''1..!1 MANI MIsoe -,---- r)•t'irOO 1fET0101�1•e SECTION B —@ Ed - TYPICAL EDGE DISTANCE CONC. & BLOck . 12d (12 ANCHOR DIAMETERS) WOOD FOR LESSER EDGE DSTANCES SEE SHEET 6 OF 0. INSIDE MOUNTS Ed Nom NYLON BUSHING IIPTIoNAL t4l0O•1•a rmommur. SECTION C —G 0 1 It91 /S X 5/16. L{i RIVETS AT 2 FRAM ENDS AND B' H.C. MAX. rordar DC B'--1 A E TYPICAL ELEVATION ANCHORS: T]NT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (SRXl0O, TIES. ETC) HEADER AND SILL DETAILS CAN BE USED IN ANY COMBINATIONS. 04 X 1' SUS AT 2' FROM ENDS AND V 0.0. Mx. NYLON BUSHING OPTIONAL Ea ABw� MOM En1lr Ixt. ItIMAYOUN FAROtlO cA N. 4401611 M .. IF AMA Casual 87 =L.�.+t 0 L.e JUN 7 2007 0 F V I W • z z O g_ .9- atiPO n 4o 12 Q— c 1 k 1 drawing no. 07 -13 , BUILT -OUT CONDfOP4 r WIIII pram AnE_tit�NSI. E>•r�EEOo 1111-111•000 i 22 X 3 X 1/8" X 4 X 1/0" 2 X 9 X 1 B" ALUM tl•<7EM1t •7e tAMOMEM1•o iANos° e IMo•a1W7l =NM in1=1ALVLANNE Etal�tE _ t�or�rl.o MIUato•0=1111or1111 INN 11 1/4-20 X 1/2" BOLTS 8/ NOM AT 2' FROM ENDS AND 9" QC. MON BUSHING Fr/ Arc CO PI X 5/19" LO RIVETS AT 2' FROM ENDS AND 9" 0.C. MAX =11 Pr'ObilVidl •71E1♦EWi•OCIII IlIM••eo EIMooMIMo MIE91•••eNFM 4= ACC mliorummemminw s=tar.' --o- -'t'- -- ._ •- ■ 1 ` MB 9/8" 2 X 3 X 1/0" 2 X 4 X 1/8" 2 x 5% 1 ALOM 1/4-20 X 1/2' 8DUS 8/ NUTS OR /14 SMS/TEXS AT 2" FROM ENDS AND 9" O.C. 114 X 1' MS AT 2" FROM ENDS AND 9' 0.C. MAX NYLON BUSHN6 OPTIONAL u z F mw- AmmfmE•o tr.=E7E1s00 r>.00�olo Err d NUMAYOUN 1 t FM004 FL4. PE �� JUN t k 2007 pia. pytrisUMBo L'7QYAliT 0 1 1 drawing no. 07 -13 (sheet 4 0 7 ANCHORS TYPE A 0, E OR0 AT 18' 0.C. MAX. CONC. AMMOR8 TYPE A. D. EOR0 AT 18' O.C. MAX. ANCHORS TYPE A. 0, E OR 0 AT 12' 0.0. MAX. FOR MOH. SEPARATION SEE SHEET 1 TYP. 1 X 1 X 1/8' 1 X2X 1/8' 2 X 2 X 1/8� 2 X 3 X 1/8 2 x 4 X 1 /8• A8 x 1 ALUM AS RECD. AT BUILT -OUT CONDITIONS 1 10 X 1/2• TEKS OR 3/18' POP RAE1S O 18' 0.0. END CONDITION AT :14 LT_OUT SECTION E —E • 10 X 3/4• TEKS 6 12 08. 2 X 2 X 1/8' 2 X 3 X 1/8' 2 X 4 X 1/8' 2 X 8 X 1/8' AURA SURE (8083 -110 110 x 3/4' TENS 3 /ANGLE FIXED CORNER DETAII, 1 -1/2 x 3 x 1/8' AIUM ANGLE TOP & DORM 1/4' TA•C 0NS ANGLE SOLID 0/1e D10. ALUM LW144 ROD ONTO 3 /8' DM. HOLES AT TOP & DOTT M MUCKS ICAO 8E INSTALLED ONSIDE OR OUTSIDE) APPOnteins eumplybigwbball Cads INSIDE LOCK EnO: DIC HUm1YOUN FAR000 SAS 0. 8 M.N. 7 drawing no. 07 -13 1sheet 5 of 7 IIr/AMP%.I 1 / /'Y / //, • T1J 00STINO WOOD TRUSSES 0 24' 0.C. MIN. 2x4 MEIOIERS MIN. S.G. = 0.51 14 X DRILLING SCREWS 0 8' 0.C. HEADER CONNECTION TO WOOD TRUSSES FOR SHUTTER HEIGHT OF 84' MAX. DESIGN LOAD a 92 PSF FOR SHUTTER HEIGHT OF 98' MAX. DESIGN LOAD = 80 PSF FOR SHUTTER HEIGHT OF 108' MAX. DESIGN LOAD - 71 PSF (OA ,Atf/Afd 2x3x 1/8' 2x4x 1/8' 2 x 5 x 1/8' ALUM. ANGLES THRU BOLT W/ WASHER & NUT —AT 8-1/2' O.C. FOR LOADS UPTO 52 PS? AT 4- 3/4 "0.C. FOR LOADS UPTO 80 PSF AT 3-7/8' 0.C. FOR LOADS UPTO 75 PSF AT 3' 0.0. FOR LOADS UPTO 97 PSF COUNTER TOP CONDmON MAX PASS THRU W) STMITERR HEIGHT 6 Fr. FASTENERS AS PER SCHEDULES TWO/ 1XISTIING W OD HER TION 2 X 3 X 1/8' 2 X 4 X 1/8' ALUM X 5X 1 ' _# 14 X 3/4" TENS O 3' 0.C. 1' X 4' X 118" _ CONT. ALUM TUBE 5/ (3) 1/4 0 X 4' TAPCONS • EACH STUD W/ 2" MIN PENETRATION INTO EXISTING STUD 2' X 4" CONT. 5/ (3) 1/4" 0 X 5" TAPCONS • EACH STUD W/ 2' MIN PENETRATION INTO EXISTING STUD FOR SHUTTER HEIGHT OF 84" MAX. DESIGN LOAD = 100 PS? FOR SHUTTER HEIGHT OF 84' MAX. DESIGN LOAD s 98 PSF FOR SHUTTER HEGHT OF 98" MAX. DESIGN GOAD = 87 PSF FOR SHUTTER HEIGHT OF 98" MAX. DESIGN LOAD o 88 PSF FOR SHUTTER HEIGHT OF 108' VAX. DESIGN LOAD v 77 PSF FOR SHUTTER HEIGHT OF 108' MAX. 085105 LOAD m 78 PSF FOR SHUTTER HEIGHT OF 120' MAX. DESIGN LOAD = 70 PS? FOR SHUTTER HEIGHT OF 120' MAX. DESIGN LOAD =. 89 PSF INSTALLATION DETAIL ON EXISTING WOOD BUCK$ rax „pr ABOVE DETAILS SHOWS CONNECTION OF 2X4 BUCK & 154 ALUM TUBE TO TROD STUDS TO PROVIDE A CONTINUOUS SURFACE FOR SHUTTER INSTALL/010k FOR INSTALLATION DETAILS OF HEADER/SILL TO CONTINUOUS WOOD MEMBERS SEE SHEETS 3 THRU 4. L7->irn744 ®or BLmTTL7o rxmouT�RaTFFueswm a Ba �000Xio�aa000ae000000ma immuT7a:weta cwolo aloamooD;allOaaaIaTtAiaa m Z drawing no. 07 -13 (sheet 6 of 7 1 0 ANCHOR CHART 1 ANCHOR CHART 2 a 402060708290 110 130 SLAT 1iPAN - INCHES 8 ■►\!■1111■■ ■►821. ■ ■■• 111111M11111111111111111111111 ■■3, W 3=3• ■11■■ ■gym ■ ■ ■■11 ■ ■■ 111\a ■■ ■\1111 ■ ■11■ ■ ■0■11■■111■■■■ ■■■■,M■■111316111 ■ ■■ ■■ ■ ■:1■ •■■ ■■■■■■ ■■ isms 1111■ ■■■■■ marl 11■■■11■■■■■■■ 120 ANCHOR CHART 6 406082 70 82 90 110 130 182 ®.AT SPAN - INDIES 40 60 60 70 82 90 110 230 SLAT SPAN - IIICIES iv111 •■■11■ "11111■ ■�■^+■ -rte IIMILIiiiti".Tw` 821111■ 1111 ■1M■ ■■ ■11■ 1111 ■,rA ■11 ■ ■ ■ ■■ 1111 1111 ■.,1111 ■■1•i•■ ■11=1 ■ ■■■ 1111 1111111011110•11111MINIMI ■■■IMIII11111■■■■ ■11■ ■1M■NM■I ■■ ■■ ■821 ■111211■■ _■■■_■■■■ ■.� ■o 11.11■•■1111■r\1 1111■•■1•(■ ■■11■■ ■ ■ ■ ■� 1111■■■■ 160 ANCHOR CHART 7 FASTENER SPACING IN MASONRY /CONCRETE 110 130 SLAT SPAN - INCHES CHARTS ARE 84228 ON TYPICAL 680E Dins= .= 126. FOR LESSER EDGE DISTANCE DECREASE SPACING. BY MULTIPLYING WRIT THE FACTOR BELOW EDGE DIST. FACTOR 12d.3' 1.00 iad=2 -1/2' 0.86 8d =2' 0.71 6d =1 -1/Y I -1/4' 0.57 050 EXAMPLE: FOR 3' EDGE DIST. SPACING - 8' 0.0. (FROM CHART) FOR 2' EDGE DIST. SPACING o. 9 X .71 d 6.4 0.0. TYPICAL EDGE DISTANCE IN WOOD - 3/4' TYPICAL END DISTANCE IN WOOD = NO REDUCTION FACTOR IS REQUIRED 182 8 ■1♦■ ■ ■ ■111! ■►u... - - -- . ■��■ ■■1•i :� : :� ■,■■■■■■■■a■ ■■I1 ■■■■■■■■■ ■ ■■511■•1110■■■■ ■■■►.■■■■■■■■ ■■■11M•■■■■11■ 1111•1=1 ∎1111111 ■■■■■■\•■■■■ ■ ■01■■ ■ ■ •, \■■ ■■11111■■•11■■1111.311 ■ice r4 =1♦ ■ ■ ■ ■1111 .11`.•.11,■ ■ ■11■ •■■..1•1.._.11■ ANCHOR CHART 40 60. 60 70 00 82 110 130 100 SLAT SPAN - DOES N ANCHOR CHART 8 40 60 60 78 82 90 110 130 SLAT SPAN - DOES 160 8 if ANCHOR CHART 4' 40 80 60 70 82 90 110 130 180 SLAT SPAN - 27311468 I9 ANCHOR CHART 6 49 60 62 70. 80 90 118. 130 100 SLAT SPAN TNCNE8 r PTGAL ALVI,HWcS: ANCHOR® _ 1,14` mA. TAPCO86 (BY ELCO) 1 -3/4' EMBEDMENT INTO 3000 P51 CONC. 1 -1/4' EMBEDMENT INTO C-90 BLOCK ANCHOR® =.1/4` 016. KWIICCOH 0 (BY HILTI) 1 -3/4' EMBEDMENT INTO 3000 PSI CONC. 1 -I/4 EMBEDMENT INTO C -80 BLOCK ANCHOR® c t /4' RAN. CALK-4( TOTAL ANCHOR BODY INTO 3000 PSI CONC. OR C-S0 BLOCK ANCHOR ® = 1a D6L 740046 1 -1/2' MIN PENETRATION INTO WOOD(S.G.=0.5S) ANCHOR® = 1/4' 014. KWIK -FLOC ELE DRO11218 aemlea INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/6' MIN. THICK.) NOTE; ANCHORS EMBEDMENT SHOWN 6 BEYOND WALL & FLOOR COVERINGS (stucco. TILES, ETC.) USE CHARTS 1 THRU 8 TO VERIFY ANCHOR REQUIREMENTS AND STRESS LIMITATIONS OF LOAD/SPAN COMBINATIONS FOR HEADER AND SILL Ergr: y/ t' FXR000 MCA�N.7 APPT9996 40 Date 0 •rr7r ,fsri4N - saw : a- i td 7-«L u Z 1 S 8 V7G a ;hi 1d s 1 !1•r droning no. 07 -13 (sheet 7 of 71