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WS-14-1244Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-216075 Permit Number: WS -6-14-1244 Scheduled Inspection Date: July 18, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Shutter Final Owner: GODOY, OCTAVIO Work Classification: Shutters Job Address: 123 NW 102 Street Miami Shores, FL 33150- Phone Number (786)493-7296 Parcel Number 1131010220070 Project: <NONE> Contractor: GUARDIAN HURRICANE PROTECTION PRODUCTS, INC Phone: (305)805-7050 comments INSTALLATION OF HURRICANE PANELS INSPECTOR COMMENTS False Inspector Comments CREATED AS REINSPECTION FOR INSP-214141. Complete permit Passed / package must be available for inspection Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. July 17, 2014 For Inspections please call: (305)762-4949 Page 10 of 13 Miami Shores Village CT����--. -.- JUN 13 2014 Uuilding Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECriON LINE PHONE NUMBER: (305) 76Z-4999 k",'FBC zo BUILDING Master Permit No. kjj3 M — PERMIT APPLICATION Sub Permit No. G331,—k` BUILDING ❑ ELECTRIC ❑ ROOFING ® REVISION ® EXTENSION ®RENEWAL ❑PLUMBING ❑ MECHANICAL ®PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ® SHOP CONTRACTOR DRAWINGS Folia/Parcel#: ". 1C3 ®22 is the Building Historically Designated: Yes N0 Occupancy Type: Load: ' Construction Type: Flood Zone: BFE: FFE:: OWNER: Name (Fee Simple Titleholder): (-) IQ Phone#: ^% 'T3 z q2 154* Address: i Z op 2 ciw.(Ati (.-F state: L zip: Tenant/Lessee Name: Phone#: Email: --- LAJ f -� CONTRACrOM Company Name: Address: 6 City: rHl A� +4 Stater- Zip: Qualifier Name: Fl ' n Phone#: State Certlfication or Registration #: Certificate of Competency #l: 94t> --s O DESIGNER: Architect/Engineer nl i A Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 2, �_ Square/LUear Footage of Wwk-. 308 - Type of Work: •® Addition ❑ Alteration ❑ New [] Repair/Replace ❑ Demolition Desciiption of Work: Specify color of color thm dile: Submittal Fee $ � - Permit Fee $ CCF $ car/c$. Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Struciawai Reviews $- (ReviMM/24n014) 7p� , Bonding Company's Name (if applicable)' 0 Bonding Company's Address city State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the Inspection will not be approved and a reinspection fee will be charged SIR �J; Signature NER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of (\ J V� . 20 _1� by IDJP who is personally known to me or who has produced L as Identification and w NOTARY PUBIC: Sign: �••. Print: Seal: sale►*ssae$�+r+�al+�salw�aal�r APPR©NtED BY (ReviseM2/24/2014) 7 e an oath. NOREA ASH RAMOS Y12—Aft Stale ef Flefide My Comm. Expires Aug 23, 2016 Commission V Et 02WO92 Bonded Through National Notary Assn. The foregoing instrument was acknowledged before me this t I day of s2 \A o , 20 _� by who is personally known to S p Y me or who has produced as Identification and wh�dtake an oath. NOTARY PUBLICK Sign: I. hbgjj Pnhlir _ State ni Finrida : a ; Q; My Comm. Expires Aug 23, 2016 Print Gem lesion 0 EE 8296 Bonded Through National Notary Assn. Seal: Plans Examiner Structural Review ssss�elvl>Ralallalevls�lsl�el�lssalslelsla�s Zoning Clerk Municipal Cooacfa(s Tac Receipt Miami—Dads County, State of Florida MSI5 NOTABh.1.-00 NOTPAY CC W. 94GS00401 BUSMMS RECEHrrNO. '+ EXPIRES PPD1ECTtON - NSW Btj<$1 kEw SEPTEMBER, 30, 201 t PRODUCTS'INC 743OW 760 W27 ST be *UPlayidatphos oibusbwss _.. }1WIAH, FL • 33010 Pursu=to 0WmV Gode Chapter SA• -Art B & 10 OWNER GUAROM HURRICANE PROCf PROD TYPE OF BUSINESS PAYMWT RECEIVED SPCdr kTY MADING CONTPACT R gvTAX R INC 175M 091.45AW 02 ASM1157 Far+aaai�orra�im4aTsft • 1r 4 E 'd 008 'IN WdW l ROZ '6 '1113 =74 Je Local -Business-Tax-Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY Ti 4505930 - BUSINESS NAMIVLOCATI . ON RECEIPT NO. EXPIRES GUARDIAN HURRICANE PROTECTION PRODUCrS.IMENEWAL SEPTEMBER 30, 2014 760.W 27 ST � : " '.: I — 4704137 Must be displayed at place of business HIALEAH FL 33010 Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPE OF BUSINESS, PAYMENT RECEIVED OWNER GUARDIAN HURRICANE PROT PRODS 206 MFG/RECYCLINCYPROCESSING 13Y TAX COLLECTOR INC $45.00 09/05/2013 Employee(s) 10 TXHSI-13-054934 This Local Business I Tax , Receipt only confirms payment of the Local Business Tex. The Receipt is not a license, permit or a certification of the holders qualifications, to do busluess. Holder must comply with any governmental or nongovernmental regulatory lava and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - 111111and-Oade Code Sac So -276. For more information, visit govhaxsollector );o40 -x"— _.'00 I.M,'qpuOI;-j' IWOO 0013-1,191 P189 MN IM WE 00`00 V - 4 -:33J 3SN3011 01131vis #. Lm -069 (we) 991£E Bp!jol=l 'lujoa :S3NiH-OVLN ecilanaL peq tsemwON LOV9 Valbloij 'IVHOCI =10-A110 LdI3338 XVI SS3Nisne w3ol WE000VWz tv L0Z-9 LOZ MOM 011HENU H18966 `Jun. 11. 2014'•' 5.0 2 OM---'JY16'- 1" "w u '"Li- L.119LJ Nn Q147 P I. — — AWAa CERTIFICATE OF LIABILITY INSURANCE . L 1 OATEOMMMMYym RonIcSR A'&D ALL–LI13�S TNS ASSOC INC 500 SW 135 Ave Ste 106 TMS GERTWIGATE IS WUED AO A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON TITS CLRTIRCATE HOLDER. THIS CMIRCATS DOES NOT AMEND, EXTEND OR ALTER THE COMPAGISS AFFORD® BY THE POLICIES SMOW. Ma Miami, n 33183 (AQ§)463-67el I lhlsuR6Rs AFFORDING COVERAGE NAIC0 mum GMWIAN MMRIC,ANE PROTECTION wwmpr 89SD INSL1EiAZT O SWUM= VA ' BRODUCTS, INC. Ian a: nomsszvz $xprass IND CO. 10193 INS& Damn= s,> , c I=. y60 W. 27 5T. INS4IRERO: (MIONAL TIMON ing xws) 1 RIASSMi SL. 33010 e 1305-905-7050VaLpm s &-E& ..ng POLICIES OF INSURANCE US7ED BELOW HAVE BEEN ISSUED TO THE INSURED NAM A80VE FOR THE FOLW FF.RIOD INDICATED. NgTW MSTANDING ANYREQUIREMW. TM OR CONDITION OF ANY CONTRACT OR OTM DOCLIA4ENT WPM RESp86Y TO M"C i TWS CEtMCATH MAY B8 ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLI= DESCRIBED HEREIN IS SUL190T TO ALL THE TEWGA exCLUSIM AND CONDITIONS OF SUCH POUCWS.AGGREGATELUMSMOW N WHAVEBEEN REDUCED BYPAIDCLAUM Ma POUCY NLS Lam 6514"L UAILny MACH OCOURR6165 a1,000,000-- P ses ex snae � 104 a 4 ' C�AltEROIAL . •. MA114mum NIEDEW OOP M00 m 5 oa plsot,Al alaovaNn�Y ® a aaa SICCONTRACM& C>81853996 48/17113 4$/17/14 caa 2,000 ,000 +� LIABILITY T@l9NRAPPL(E8P PROBWM-COAWIOPAW s a,000,00(L C+ :.AGER { Au70aAolifLa6.U►enlTr S 1,000,000• ANYAU70 Ism>oLeLW B ALLOM9DAUP09DIILYM X SCHAUT0S EOIA.6D p'Rl—li =lLymwb �g 19REDm= 02552577-4 03/02/14 03/02/15 NON4MMAUTOS . PROPERTY DAMAGE a hh r . OARAWLW80.17Y AUf00NLY-PAAtiOIDENi -6 �AG4 ANYAUTO I .: .• 0� b +-.. EXCEBSAIANMLA LIABLr Y EACH COMMA" b ter OCMIR M C!AWMADE A[ TE b :4 b • v `�' OfiO4JCT®L.E b '.} `• RE`fENIlON b .'1 '1aVORI�liSC0kW8F16A'[NnNQ S T ER SLEACHAIIITT IB 1,000 ,000. " v 106$0991 44/01/19 04/07./Z5 EL DWASB-BA RThMs 3,000.000 Emmuom tiLttl�Ase-PoucrLm�t s 0 OQO q "°'d9' OTHER :B �'AON�O*!=�O�PEAAitONS1 I�VEMCLEB.f�.E�7*fGLU81ON9 AbbEO 8Y 51QNDORT / $PBCbU• PRON6IONS .A7p70Nu$ "em SAy++� •++PCS a =$="TI=. C,ANCEILATION t' 17 : SNQ►aQ ANY OF TiGAeM OE$CWbBo POLttD B6 CANC5LL60 BBaDRSTif& WWAMON- lawSHORES VII.LAOE OATS 7fIIR04P1 rm t8Bma YNSum mL Ea>1moa TO MAIL30 OAYB ' •_ •ir.:, MLD=G DEPARTHM NM TO TIG CfiitTtFtCATa NoLM NANBD To TME tWT, PA0.tIRE To 0o so FI 10080 W.E. 2ND AVE. IMPase No MIJ04110N OR uAlluff INSLR M ITBurea CO. .�, MIS sSOMS, FL. 33138 R PRAIRl6S.. t .. AUTHORIZED k,AQDR026(2001M) �AWRt]coRPVRAT 1:Br3s jjv`\ (3) 1/4' DIAL TAPCONS O EACH RAFTER 2 X s X 1/8' z° MIN. PENETRATION ALUM ANGLE CONT. 1/4' PLYWOOI 1/4' DIA KWI(-FLEX SELF DRILLING SCREWS O 8' O.C. EXISTING WOOD TRUSSES O 24' G.C. MIN. 2x4 MEMBERS MIN. S.G. a 0.81 HEADER CONNECTION TO WOOD TRUSSES FOR SHUTTER HEIGHT OF 72' MAX. DESIGN LOAD m 91 PSF FOR SHUTTER HEIGHT OF 64' MAX. DESIGN LOAD = 78 PSF FOR SHUTTER HEIGHT OF 98' MAX. DESIGN LOAD = 68 PSF FOR SHUTTER HEIGHT OF 108' MAX. DESIGN LOAD - 61 PSF A L � � 2 X 8 x 1/8' ALLLM. ANGLES L,/• THRU BOLT W/ WASHER & NUT 'a ,,T`,-3/4- O.C. FOR LOADS UPTO 80 PSF \ AT 4-J/4' O.C. FOR LOADS UPTO 60 PSF AT 3-7/8' O.C. FOR LOADS UPR) 78 PSF UPTO 104 PSF FASTENERS / 1 SCHEDULES;/2PENETRATION TO EXISTING WOOD HEADER 2 X 3 X 1/8' 2 X 4 X 1/8' ALUMBANCLR FASTENERS SEE SCHEDULES n SHEET 4 11 hi 11A -' _ii �:�7,^.nf;1.'4 ...; i'aTt�:df'►3i.i.�,`�n�..,..I�'li......�a7.nr-1;"'I�7?It`�ai�..e� ���7t7dO"CLkj 0t7Kk-40Ot7RMR= a .uv: • «•, �,LN �t »o�«aoou o= a� 11T.70<l 00o t]TOTI0ITOTTTuOo o uo SEP 10 2007 drawing no. 07-06 L,14 X 3/4° TEKS a 3° D.C. WOW STU Z. SEE SCHEDULES SHEET 3 O 24 O.C. M [r 2' X 4' COM. 1' X 4' X 1/8' COW. ALUM TUBE W/ (3) 1/4' 0 X 8' TAPCONS W/ (3) 1/4' 0 X 4' TAPCONS * O EACH SND W/ 2' MIN PENETRATION O EACH STUD W/ MIN PENETRATION INTO 00STINGAfpmSPUD INTO EXISTING Sfl1D ¢ylegaKb Like FOR SHUTTER HEIGHT OF 84' MAX. DESIGN LOAD m 78 PSF rid" FOR SHUTTER HEIGHT OF 96' MAX DESIGN LOAD = 88 PSF FOR SHUTTER HEIGHT OF 108 AIA%. DESIGN La10 81 PSF '6 FOR SHUTTER HEOff OF 120' MAX. DESIGN LOAD BS PSF > i ,4,g aA C.e INSTALLATION DETAIL ON EXISTING WOOD BUCKS em.a ver ABOVE DETAILS SHOWS CONNECTION OF 20 BUCK & 1X4 ALUM TU9E TO WOOD STUDS TO. PROVIDE A CONTINUOUS SURFACE FOR S LATTER INSTALLATION. FOR INSTALLATION DETAILS OF HEADER/SILL TO CONTINUOUS WOOD MEMBERS SEE SHEETS 3 & 4. �:�7,^.nf;1.'4 ...; i'aTt�:df'►3i.i.�,`�n�..,..I�'li......�a7.nr-1;"'I�7?It`�ai�..e� ���7t7dO"CLkj 0t7Kk-40Ot7RMR= a .uv: • «•, �,LN �t »o�«aoou o= a� 11T.70<l 00o t]TOTI0ITOTTTuOo o uo SEP 10 2007 drawing no. 07-06 4. Amo TIFICATE OF e;w l wFdrEmoy 94E3S00401 7a, PA9LO d 4L GFT JUN 1.3 14 NUTTERS IN ALA ®INNER Mr Octavio Godot' • • , . ADDRESS 123 NW 102 Sit' Miami Shores Fl- 33150'r :.: • • Flog. REAR •• •• ••• •• • ••• • • • • •• • 13 12 19 •• • • • • • ••• •• Ell U 1 Main Entrance It FRONT ` 5 U P.,9iam; GIi®res Vif@p.�;a APPROVED BY DATE -7 NG DEPT 12-1210.01 361/2 _DG DEPT 2 i Panels G !,`,UfI,JFCT TO COMPLIANCE WITH ALL FEDERAL I,`�T�����iD (;nllNiY flUf �S AND RFGIJLATIONS #Sludgy N.O.A. Color wz Ime i i Panels 12-1210.01 361/2 51 2 i Panels 12-1210.01 391/2 89 3 i Panels 12-1210.01 1071/2 64 4 i Panels 12-1210.01 38 39112 5 i Panels 12-1210.01 761/2 391/2 6 1Panels 12-1210.01 39 511/2 7 i Panels 12-1210.01 75 511/2 8 i Panels 12-1210.01 751/2 391/2 9 i Panels 12-1210.01 20 391/2 10 i Panels 12.1210.01 7.51/2 52 11 t Panels 12-1210.01 11.2 511/2 12 1 Panels 12-1210.01 381/4 52 13 i Panels 12-1210.01 351/2 82 14 iPanels 12-1210.01 38 391/2 15 i Panels 12-1210.01 321/2 82 16 i Parte 12-1210.01 201/2 391/2 17 i Panels 12-1210.01 371/2 51 p ._. I ! :1 Picture Glass RAMMS ENGINEERING, INC. Kd = .85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P. E. FI # 11955 1 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height Maximum Height Maximum Effective Wind Area or, Tri utary Area Effective Wind Area or, TH utary Area in Square Feet -1.10 -1.05 -1.02 -0.99 11.4811: .'-0.90 10 20 30 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44.9 44.2 43.6 50 51.8 49.4 48.1 1 47.1 1 46.4 1 45.7 60 53.7 51.2 49.8 48.8 1 48.1 47.4 Interior Zone (4 - Walls) Negative Pressures Ex osure C For the 175 mph Wind Zone '..• : ..�� CAMOMY :Z••� Height Maximum Height Maximum Effective Wind Area or, Tri utary Area in S re Feet ' 10 20 30 40 115960' :11060' -1.10 -1.05 -1.02 -0.99 11.4811: .'-0.90 15 -43.8 -42.0 -40.9 -40.2.5, -54.1 - .1 20 -46.4 -44.4 -43.3 -42.5 A119: • -41.4 25 -48.4 -46.4 -45.2 -44.4 -43x8. ' -43.2 30 -50.5 -48.4 -47.2 -46.3 -45.6 .. .1 40 -53.6 -51.4 -50.1 -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -71.9 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height Maximum Effective Wind Area or, Tri utarry Area in Square Feet 10 20 30 40 50 60 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -54.1 -50.4 -48.3 -46.8 -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 50 -69.3 -64.7 -61.9 -60.0 -58.5 -5 o 60 -71.9 1 -67.0 1 -64.2 1 -62.2 -60.6 A04 11, Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is4f) but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height "n. NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. lose 4 s /ole 4 :1100 :.o. ... . �® M MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www mlamldade soy/economy Florida Storm Panels, Inc. 14475 N.W. 266 Avenue Opa-Locka, Florida 33054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (ten. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHD (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this produ" or material 0 fails to meet the requirements of the applicable building code. ; • • 00000 000000 .. 0000 .• This product is approved as described herein, and has been designed to comply with the ift•Velociil +k'unccane.... :. Zone of the Florida Building Code. 000000 . 0000 . a :....: DESCRIPTION: .029" (min.) Galvanized Steel Storm Panels Shutter • no** • 0 • • .. 0000. APPROVAL wing No. AD12-32, titled "22 ga. Galvanized Steel S1gmPanel-LW vsheft.9.0 through 4 of 4, prepared by MCY Engineering, Inc., dazed April 02, 2012, signed and sa4l by Yiping•*Ag, P.F,,• • .. on April 06, 2012, bearing the Miami -Dade County Product Control Renewal stamp withoft%otice of acceptance •; number and the expiration date by the Miami -Dade County Product Control Section. ; ; . • • • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant06 0 :• • • • • 0000 . . LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, sty, the following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS -201, TAS - 202, and TAS -203, 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. N 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 renews NOA # 12-0410.01 and consists of this page 1, evidence submitted pages E-1 and. E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. - NOA No. 12-121 0 J`( Expiration Date: -/2018 oApproval Date: 01/24/2013 +/Z4�2a 13 Page 1 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02-1120.02 A. DRAWINGS 1. Drawing No. 02-868-111, titled " 22 ga Galvanized Steel Storm Panels ", sheets I through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision darted Jams vy 02, 2003, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report No. 02-041, dated November 18, 2002, signed and sealed by Yamil G Kuri, P. E. 2. Test report on fastener by Construction Testing Corporation Report No. 02-007A, dated May 06, 2002, signed and sealed by Yamil G. Kuri, P. E. 3. Test report on Wood Bushings by Construction Testing Corporation Report No. 02- 038, dated October 07, 2002, signed and sealed by Yamil G. Kuri, P. E. C. CALCULATIONS 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets I through 26 of 26, dated November 18, 2002, prepared by Frank L. Bennarde, P.,E:, signja nd sealed by Frank L. Bennardo, P.E. .. 6 0000 2. Anchor Calculations, 9 pages, dated November 18, 2002, prep&Cd •by F6& k. Bennardo, P. K, signed and sealed by Frank L. Bernuzrdo, AK *::::a• D. MATERIAL CERTIFICATIONS • 0000.. 6 6 6' 00.66. I. Mill Certified Inspection Report. • 2. Certified Tensile Test Report issued by Certified Testing Laboratory oRar rt Number 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, l3 • 666666 i 6.0 • 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 074811.03 0 6 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS I. None. D. QUALITY ASSURANCE 1. By Miami -Dude County Building Code Compliance Offlce. E. MATERIAL CERTIFICATIONS 1. None. HAiry A. Makar, P.E., M.S. Product Control -Unit Supervisor NOA No. 12-1210.01 Expiration Date: 01/23/2018 Approval Date: 01/24/2013 E-1 0000.. 0000.. 0000.. 0000. 0000. 666666 .66666 666666 0 0 Florida Storm Panels. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0410.01 A. DRAWINGS 1. Drawing No. AD12-32, titled " 22 ga. Galvanized Steel Storm Panel-LAH ".sheets I through 4 of 4, prepared by MCY Engineering, Inc., dated April 02, 2012, signed and sealed by Yiping Wang, P. K, on April 06, 2012 B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Munni -Dade County Department of Permitting, Environment, and Regulatory Af,}`airs (PERA). E. MATERIAL CERTIFICATIONS •' • .' 0 1. None. '..' 0000 0000.. ; 0000 . • 0000.. • .. e• . 0000.. 4. NEW EVIDENCE SUBMITTED 0000.. � • .... .. • : : A. DRAWINGS . • • • • • 0000 . 0000. 1. None. 09:00: • .' . ; .... .. .. 00000 0000.. B. TESTS 0000.. •• 1. None. . . . . •••••• 0000.. . 0 .. 0 0000 0000..• . . C. CALCULATIONS • 0 • • 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources E. MATERIAL CERTIFICATIONS 1. None. 4. ae,(� HelWy A. Makar, P.E., M.S. Product Control Un1t Supervisor NOA No. 12-1210.01 Expiration Date: 01/23/2018 Approval Date: 01/24/2013 E-2 APONTMANOMMOO MB 0l8lBNPRt TOU@UB®"MIN= OYBRIAPN01LLBfiT�IDV9NDOWtNHTA ORVADW SKVL 88OHiHMDNtD BYt1OIMIBOMAww 1 OPALOONAFLOAIDI�� BtAOdD WIMTN8H0Y0UpiDGO= V*MASMT-ZOUBW WAUWVMCOLWYPR.CMMWLAPPROWD 6 @10181 PANS.BNAYBBBBNC MOT888!DTCT181MOmBM • • • • • AYaI MftB®wtiAAN-OWN • TOOAtA{flAT@PRBAsp PORU3EWIMTN8tPR000Df,1HBtt880FA P1BOQ®{�BDBYMIa •• 1fi00tITNIN MAY • O'0alWIptUH1tY PAUTORKAammAtLOY18O. O1.9HOAADMK Aeom 4.?M&WTIHR8Y818A188TAtUM118R®118 AND0088NOi ORMACHM INR]8• L a PRONU80007•UOIa1PORAtIPl ICBiTIt IPOR8OoNmymi8 084WHPROYTNHOOIlLR IIIMCETaMRE! NO4AUOENM WAHRBR®WB 02'O41YP. 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