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RC-10-1502
0- • Inspection Number: INSP- 153032 Permit Number: RC -8 -10 -1502 Scheduled Inspection Date: November 24, 2010 Inspector: Bruhn, Norman Owner: SCHMIDT, MIKE Job Address: 10300 N MIAMI Avenue Project: <NONE> November 23, 2010 Miami Shores, FL 33150 -1254 Contractor: RECOL INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ALUMINUM PATIO COVER PLUS CONCRETE SLAB Passed ; �� 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- 152916. CREATED AS REINSPECTION FOR INSP- 150280. Clean up construction debri and resod disturbed area. Panel attachment does not match plans at beam or c Chanel. NB C Channal connection still does not match PA or plans. NB For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Final Work Classification: Patio Phone Number (305)299 -1255 Parcel Number 1121360131020 Phone: (305)688 -8687 Page 15 of 27 )4c 4- tr,r) con Recol 5602 NW 161 Street Miami Gardens, FL 33014 305- 688 -8687 2eN Over -14 ex.nq 14 e,,4 De (4. o p to t. c.PN tNce t /1/4.kt ‘Ke-- or k of t M 4 1lni t AstA t #VA FQR ''tir RCA 0 - 1602. ‘ tO tote P6 bh fkosid 10 tone RBIZ�l0 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) gi ke Schr cd f Phone # 2 ' 1 3 31 yc.. Owner's Addre to 3 00 hie. % x ir d a t4IL A 3(S — � C� W V City 1 e a iij s PL . Zip 33,15Z Tenant/Lessee Name I Job Address (where the work is being done) /06-0 v dV O , fr,! City Miami Shores Village County FOLIO /PARCEL# (I- at 3le' - ® Is Building Historically Designated S NO ,_ Contractor's Company Name Contractor's Address Miami Shores Village Building Department Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 Permit No. PC) i O-)O. Master Permit No. 0 jGpl s . City IB`J. ( L -j_I 4�i ,� State Zip ,3 b/4 Qualifier Name - Q Phone # (30 )V�ir° 4 7 State Certificate or Registration No. NIA Certificate of Competency NI 06337 Miami -Dade Zip Phone # (305),9-11-/16 AUG panC35 la 2 02010 T) BY Phone # (2o) HI- r, ri Phone # Square / Linear Footage Of Work: 306 ft Type of Work: ❑ /ddition ❑Alteration ew ❑ Repair/Replace ❑ Demolition - e.UrVI t�A La k-- �7 tS cum; _ 1� S Describe Work: Submittal Fee $ ( Permit Fee $ /�Q Do CCF $ CO /CC Notary $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ y+ Structural Review. $ 6Q • SI Total Fee Now Due $ ` r / ... See Reverse side -9 Training/Education Fee $ Technology Fee $ Bonding Company's Name (if applicable) Bonding Company's Address /14 City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address f�Y 4 City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to The person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job 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 n be approved and a reinspection fee will be charged. Signatur NOTAR LS ; LIC: Si (Revised 02108106) * * * * * * * * * * * * * * ** APPLICATION AP (—L.i St x-eo Owner or Agent The foregoing instrument was acknowledged before me this day of 11 ,20 / by f i K12 s c-k aJt who is personally known to me or who has produced et_ > 0(-t V 1.4e-co 5 Vy As identification and h did take an oath. BO -L-44443 y Commission Exp es- PAN C')l 4': • w 0D 973978 EYr F uch 28, 2014 9• idc 6: Wary rttb iC Under t t@I's con, .g The foregoing instrument was acknowledged before me this day of I mo ` ._ ' 20 by ft who i Sign: Print: My Co * * * * * * * * * * * * * * * * * * ** !o ersonally known to NOTARY Pe LIC: e or who has produced as identification and who did take an oath. SIMC.PE MIMAS ' a d 7.11ES: March 28, 2014 P?•. ttr!4 mt'tnt #'yDubilcUndue= F * * * * * * * ** Plans Examiner Engineer Zoning Class Category Category Description Expiration Date BLDG 29 METAL AWNG & SHUTR 09/30/2010 BLDG 48 SCREEN ENCLOSURES 09/30/2010 Miami -Dade County - Building Code Compliance Office Home I Product Control I Contractors Building Officials I Contact us Contractor License Information 98BS00339 RECOL ALUMINUM PRODUCTS INC 13180 NW 43 AVE OPA LOCKA (305) 688 -8687 Contractor Number: Contractor name: Address: City, St, Zip: Phone: Other Phone: Fax: Email: D /B /A: Contractor Status: ACTIVE FL 33054 Page 1 of 1 CONTRACTOR INQUIRY COMPLETE BCCO Contractor Inauiry and Complaint Searcti 1 BCCO Home Paae 1 State License Search Menu e agmg 1 Using Our Site 1 About 1 Phone Directory 1 Baggy 1 Disclaimer E -mail your comments or questions to )3CCO. © 2001 Miami -Dade County. All rights reserved. http: / /egvsys. metro -dade. com:1608 /W W W SERV /ggvtBNZAW 941.DIA ?CNTR= 98BS00... 9/22/2010 NOTICE :OF COMMENCEMENT A RECORDED COPY. MUST BE POSTED ON THE JOB SITE AT TIME•OPI9RST INSPECTION, • PERMIT NO • TAX FO(1O NO , N14 , !* 4 3: p�- 016.— �a STATE OF FLORIDA: COUNTY OF MIAMI -DADS THE.UNO:ERSIGNED: g{sfes notice tFr t.impr�avetrients vlll tie itiada.t property,, and` fn accordance with Chapter571S,:FIoride Statutes, the followgpg; _ on 3sprovided in this Noticef Commencefrmerit. r," HA ic4E7 ii If 1' Legal de Pi tiort of property and street/addrees, l$J 2: Description of Improvern nt; • Cr Individually or 1:11 Persanaliy )owl; of a. ,o Print Nairief • VERIFICATION^PURSUANTI'O SECTION 92525 FLORIDA STATUTES Under penalties of perjury, f declaf a that I have read the fOregoing;.and • that the. facts stated in"it are. true, to the best of my k nowledge and! belief. Sfgttature(s) of Ovl{ner(s) orOV►mer(s)'s. Authorised Offfficar /Director/PartnerrMertage By 43.O1.S8 PAGE 3. 10109 'prOdticed"the following P o for:, of ideritfficati bc[ • f tl rOUNTY €3a IQ Arr ,'Owner(s) name and address:; Interest In property: , . Name. and address of fee' simple titleholder i 4 Contractor's name;: address and one numb r '5. Surety. (Payment bond f aired bt owner from contractor if an Name, address and phone ..nur►iherr ,;:::: '; '. '. '..... - .....':. f�' ' . :..., .:.:. ,;.•' ;; ;.._:: .:., ... :; � ;•. ' Amount of bond $ 6:• Lender's. name an d. a ddress: • 7: Persons w ithin the-State of Florida designated by Owrier,upon whom •notices or other documents maybe served as prov[ded by . • Section 713.13(1)(a)7 „Florida Statutes,- f / N • :Name, address and " phone number..' A ! me E a ' ° y a ird e abov e r 8. in addition to hirnself;.Owners designates the following persons) to receive a copy of the Lie nor's 'N otice as pPaovrdecf {n Section 713,13(1)(b), . Florida" Statutes. Name, address and phone num ber • • for use Of !AY L sstONi {DiT97 Bonded t p e r .f (riling office • •• . r.a/ 1. Faipiration "date of this Notice of Commencement. 11 101111fl1ftf 11401.1ll )IJ11 i1 OR Bic 2739€ F s 1 ttfsg; • RE} W :DE1 087/241010: N"4VEY PUIf, > Ct RK Q cot)# '- IAflI c E 13U# TYr FLORIt A ; • tAST ::f Mal~ exphaUo�t, dam is 1 year frtxn the date o recardEng i{nl a diferent date >Ts sPecif edp WARNING TO OWNER A PA YM NTS MADE BY THE f3WNFI1 RF r ER THE XPIRATI N OF THE N TICS OF COMIMAEN C ON S S1D RED .' IlftiPROPEFI P AYMENTS t1NDER CHAPTER �.''t`3 PAFRT 1 SE'CTIOr�t 7131.3.: FL ORI D Q� . STAIUThS, A ID, T A N RESULT 1N YO UR PAYING nMCE FO I MIP .ROVEM ENT$TO'?Ot1Ft' PROPERTY „ NOTICE OF O OOMIVIEIVC)= {41EN1” MUST BE R CORDEC -AN POST ON HEJOB`SttE BEFO E THI i; IRSTINSPECTION, IF YOU INTEND TO OBTAIN. ANCING; CONSUtT WITff YtIFt LENLIER;OB AN ATTORiVE1' BEFORE C,O MMENC1NC OR RECORDING Y h UR NOTICE OF CciM�iiENCEMENT. FIN Signatures) of '. s Prepared' prCnf Name.- Tttle/Offiee ;ST A'tt OF: FLORIDA ` C LINTY OF• MLAMI Tft foregn glrlstruq e r(s)' uthoris Offfto �� er/Director/Partner /M P repared' B i?rlht m.. = --1 .Tide/OfficNae e '" ---1 ® A CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YY) 12/16/09 PRODUCER Morgan Insurance Group 13155 SW 42nd Street, Suite #107 Miami, FL 33175 Phone (305)222 -9001 Fax (305)222 -9006 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 # INSURED RECOL INC 5602 NW 161 St Miami, FL 33014- 1 (305) 668 -8687 INSURER A: NATIONAL INSURANCE GROUP INSURER B: INSURER C: INSURER D: INSURER E: ~ COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED 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 LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD L INSRD TYPE OF INSURANCE P OLICY NUMBER POLICY EFFECTIVE DATE (MM/DDIYY) POLICY EXPIRATION DATE (MMIDD/YY) LIMITS A • GENERAL V • • • GEN'L • COMMERCIAL • LIABILITY GENERAL LIABILITY CLAIMS MADE n OCCUR 0912106 12/14/09 12/12/10 EACH OCCURRENCE 1,000,000 DAMAGE PREMISES (Ea occurence) 100,000' MED EXP (Any one person) 5,000 PERSONAL $ ADV INJURY 1,000,000 GENERAL AGGREGATE 2,000,000 PRODUCTS - COMP/OP AGG 1,000,000 AGGREGATE LIMIT APPLIES PER: POLICY • PROJECT • LOC ❑ 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) II GARAGE LIABILITY • ANY AUTO • AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG • EXCESS/UMBRELLA LIABILITY • OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION $ EACH OCCURRENCE AGGREGATE WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below ❑ WC STATU- ❑ OTH- TORY LIMITS ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POUCY LIMIT OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS 1 CERTIFICATE HOLDER ACORD 25 (2001 /08) QF MIAMI SHORE VILLAGE BUILDING DEPARTMENT 10050 NE 2 AVE MIAMI SHORES, FL 33138 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 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 © ACORD CORPORATION 1988 — STD — _..._ — M am! Shores Vi Ilacie -, - APPRO\/ED BI DATE ZONING DEPT Ai l I! 2 fix BLDG DEPT i, 0 oe ...... al■ ..- - 4 SUBJECT CO CCMPLIANCE NTH ALL FEDERAL STATE AND er_,UNIY dULES AND REGULATIONS V. 0 04" . t l_cr 00' 1' T C e/S:4 WALL El; f-<- -4- „ Ar. 'V *4 X 9" co mT, .5e-Avsk. Ne‘ cA-vN - 30 To? VI E_NaNZ " X " c 4 ?'' ; /3.ork‘ /ket 0 r e - , ‘ r.e- W re- err_ _ NlEN si 3U )(XYe' 6..)/ 2.) y2,4 - to 1+ Ieerc* l7' Yexttu 5.•-■,/` two, LA I-I thok To 'T.13 4"top.ic_. s ‘610 d Lo/ r 1 ftl El i jrglE -.,,,.. I . s Lso AUG 2 2010 • • . • EY • • • • •. . ••.; . . o ,, 160 l yctii mohrsn;t vr "ex. ,,, ... :: . k___ t e, 'L.... •••• . w/ 2 - 4 G. 6:11:: c - .. • 1 ..... ,oNT.1 EC_TioN1 pErkti-- • ••• •••• ‘•••• ...... ti.:••• . . •..... • • • • • • • • • • gt-tj Gc-hrY • \030& 1-1 AA t avY1 of est r • 7. 0 0 0 ., c 4 O. GENERAL NOTES; 1. THESE APPROVAL DOCUMENTS REPRESENT AN EXPANDED POLYSTYRENE (EPS) COMPOSITE ROOF PANEL COMPONENT ANALYZED WITH THE PROVISIONS SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE LARGE BUILDING IMPACT REQUIREMENTS 05 AMENDMENTS. THIS PRODUCT 2. THE DESIGN CRITERIA PROVIDED DO NOT INCLUDE THE USE OF A 33% ALLOWABLE STRESS INCREASE WHEN DESIGNING WITH THIS EPS COMPOSITE ROOF COMPONENT. 3. DESIGN I5 BASED UPON CONSTRUCTION TESTING CORPORATION TEST REPORTS NO. ND LOAD CAPACITY, LARGE M?` SSILE CYCLIC LOAD CAPACIT UNIFORM DIAPHRAGM CAPACITY. 4. THESE APPROVAL DOCUMENTS ARE PREPARED BY THE PRODUCT ENGINEER AND ARE GENERIC. THEY DO NOT INCLUDE INFORMATION PREPARED FOR A SPECIFIC SITE. 5. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 6. THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 7. THESE APPROVAL DOCUMENTS PROVIDE SPECIFIC STRUCTURAL PROPERTIES FOR USE BY THE DESIGN PROFESSIONAL. WHERE STRUCTURAL PROPERTIES ARE NOT ACCORDANCE WITH THE FLORIIDA PROFESSIONAL CODE DESIGN COMBINATIO OF STRUCTURAL PROPERTIES ARE REQUIRED, THE DESIGN PROFESSIONAL SHALL DETERMINE THE APPROPRIATE INTERACTION EQUATIONS TO THE DESIGN VALUES PRESENTED HEREIN. 8. THESE APPROVAL DOCUMENTS ARE ONLY FOR USE BY A LICENSED ENGINEER OR ADMINISTRATIVE COD E CHAPTER 6ENGINEER 03(3). THE DELEGATED ENGINEER SHALL NOT BE REQUIRED TO SUBMIT DELEGATED ENGINEERING DOCUMENTS TO THE PRODUCT ENGINEER AS THE DELEGATED ENGINEER IS WHOLLY RESPONSIBLE FOR THE SPECIFIC USE OF THE EPS COMPOSITE ROOF SYSTEM AND SHALL BE THE ENGINEER OF RECORD FOR ANY APPLICATION OF THE EPS COMPOSITE ROOF SYSTEM. 9. THIS EPS COMPOSITE ROOF PANEL SYSTEM HAS NOT BEEN TESTED FOR AIR AND WATER INFILTRATION. AIR AND WATER INFILTRATION SHALL BE ADDRESSED ON SITE SPECIFIC APPLICATIONS WITH CODE APPROVED FINISHES. 10. EPS CO PO FOLLOWS PANEL SHALL BE PERMANENTLY LABELED IN A VISIBLE ELITE ALUMINUM CORPORATION COCONUT CREED(, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 11. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY U.O.N. SHAPES OF ALUMINUM STRUCTURAL MEMBERS SHALL BE AS SHOWN ON "THIS DRAWING WITH WALL THICKNESSES AS SPECIFIED. EXTRUSION THICKNESSES MAY HAVE A TOLERANCE OF +0.0066 ", UNLESS SPECIFIED AS A MINIMUM. 12. GALVANIZED STEEL DIPPED GALVANIZED U ALUMINUM ALLOY, STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K51. 13. ALUMINUM MEMBERS IN CONTACT WITH CONCRETE WOOD OR OTHER DISSIMILAR METALS OR MATERIALS SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 2003.8.4 OF THE FLORIDA BUILDING CODE. EPS ROOF PANEL SPECIFICATIONS; 1. PANELS SHALL EXPANDED COMPOSITE SANDWICH PLASTIC ED OF ALUMINUM COMPRISED 2. PANEL FACINGS SHALL BE 0.032" WITH OUT PAINT, ALUMINUM ALLOY 3105 - 11154. 3. PANEL CORE SHALL BE EXPANDED POLYSTYRENE WITH THE NOMINAL DENSITY 2.0 PCF. 4.. APPLIED TO SHALL BE OF THE CORE MATERIAL LA55 2 BY ASHLAND CHEMICAL, 5. THE CORE OF THE EPS PANEL SHALL BE SEPARATED FROM THE INTERIOR OF ENCLOSED ROOMS BY 1/2" GYPSUM WALL BOARD OR APPROVED 15 MINUTE THERMAL BARRIER. ROOF PANEL PROPERTIES: 1. THE "ROOF PANEL PECIFIED HEREIN. THESE STRUCTURAL PROPERTIES FOR AS DESCRI ONSTRUCTION CORPORATION TESTING PROTOCOLS 97-044 2. VALUES IN THIS TABLE SHALL BE USED TO DESIGN SITE SPECIFIC APPLICATIONS OF THIS PANEL. DESIGNS SHALL BE PERFORMED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER PROFICIENT IN STRUCTURAL DESIGN. 3. THE STRUCTURAL PROPERTIES PRESENTED ARE VALID ONLY WITH THE CONNECTIONS DETAILS SPECIFIED HEREIN. 4. MOMENT AND SHEAR VALUES SPECIFIED ARE ALLOWABLE FORCES FOR ANY LOAD COMBINATIONS AND SHALL NOT BE INCREASED FOR WIND LOAD COMBINATIONS. 5. MOMENT OF INERTIA) ABOUT THE X AXIS TO BE USED IN SITE SPECIFIC CALCULATIONS. 6. ABOUT THE X AXIS BE USEDB SITE SPECIFI MOMENT ULATIONS OR NEGATIVE) 7. Lmax REPRESENTS THE MAXIMUM ALLOWABLE SINGLE SPAN TO BE USED IN SITE SPECIFIC LAYOUTS. SPANS GREATER THAN THIS ARE NOT ACCEPTABLE WITH RATIONAL ANALYSIS DUE TO THE UNKNOWN EFFECT OF THE ADDITIONAL UNBRACED LENGTH. 8. THE REPRESENTS Vy TTO THE USED IN ALLOWABLE SPECIFIC SHEAR (PERPENDICULAR TO THE PLANE OF IONS 9. My REPRESENTS THE ALLOWABLE BENDING MOMENT (POSITIVE OR NEGATIVE) ABOUT THE Y -AXIS TO BE USED IN SITE SPECIFIC DIAPHRAGM CALCULATIONS. 10. V// REPRESENTS THE ALLOWABLE SHEAR ( PARALLEL TO THE PLANE OF THE PANEL, Vx) TO BE USED IN SITE SPECIFIC DIAPHRAGM CALCULATIONS. 11. MOMENT INERTIA) ABOUT EFFECTIVE YE STIFFNESS BE (MODULUS S IE SPECIFIC STIFFNESS CALCULATIONS. FACING it 3° ROOF PANELS 6° ROOF PANELS SCALE! 3" = 1' - 0 3 WALL HEADER 4 CUP ANGLE OsCALE: 3" = 1' 0 , ` O SCALE: 3" = 1' - 0 CORE MODUCt a> plying maga .,ta:etovo 0 riedda 023. Oink EY CAtaimel PRODUCT RENEWED as complying with the Flip Roam Code Acceptance No 08 0 Date PRODUCT REVISED as complying with the Florida Bolding Code Acccplu c No 0 b . Z 05 llr� Es 'r , .tioote o Z. 049 ••••. •. • 00 • ••••• •••••. • 00 0000 •. • • • • • • J.W ltnezevich Professional Engineer FL License No.: PE 0041961 5 .1 `•`e 11/13/2006 scale AS NOTED demon by FMK 13 2006 MCR drawing no. 05 -539 (sheet 1 of 2 • • .•.••. • •.•••. • • 00000 00000 • • ••••• 00000 • • • 0000 • • • •.•.• Copyright 0 2006 Thomton-Tomasettl, Inc. 11/13/06 15:53 ROOF PANELS STRUCTURAL PROPERTIES Y X x Y PANEL THICKNESS 3° 6' Eixx 1.75 x 10 LBS /IN x IN /FT 5.16 x 10 LBS /IN x IN /FT Lmax. 9' - 7" 13' -10" Mx (POS., NEG.) 865 LBS - FT /FT 1244 LBS - FT /FT V 1 318 LBS /FT 403 LBS /FT Elyy 102.557 x 10 LBS /IN x IN /4FT PANEL 91.756 x 10 LBS /IN x IN /4FT PANEL DYd+) WMINVIQ My 3617 LBS - FT /4FT PANEL 6300 LBS - FT /4FT PANEL V // 755 LBS /4FT PANEL 900 LBS /4FT PANEL 7. 0 0 0 ., c 4 O. GENERAL NOTES; 1. THESE APPROVAL DOCUMENTS REPRESENT AN EXPANDED POLYSTYRENE (EPS) COMPOSITE ROOF PANEL COMPONENT ANALYZED WITH THE PROVISIONS SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE LARGE BUILDING IMPACT REQUIREMENTS 05 AMENDMENTS. THIS PRODUCT 2. THE DESIGN CRITERIA PROVIDED DO NOT INCLUDE THE USE OF A 33% ALLOWABLE STRESS INCREASE WHEN DESIGNING WITH THIS EPS COMPOSITE ROOF COMPONENT. 3. DESIGN I5 BASED UPON CONSTRUCTION TESTING CORPORATION TEST REPORTS NO. ND LOAD CAPACITY, LARGE M?` SSILE CYCLIC LOAD CAPACIT UNIFORM DIAPHRAGM CAPACITY. 4. THESE APPROVAL DOCUMENTS ARE PREPARED BY THE PRODUCT ENGINEER AND ARE GENERIC. THEY DO NOT INCLUDE INFORMATION PREPARED FOR A SPECIFIC SITE. 5. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 6. THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 7. THESE APPROVAL DOCUMENTS PROVIDE SPECIFIC STRUCTURAL PROPERTIES FOR USE BY THE DESIGN PROFESSIONAL. WHERE STRUCTURAL PROPERTIES ARE NOT ACCORDANCE WITH THE FLORIIDA PROFESSIONAL CODE DESIGN COMBINATIO OF STRUCTURAL PROPERTIES ARE REQUIRED, THE DESIGN PROFESSIONAL SHALL DETERMINE THE APPROPRIATE INTERACTION EQUATIONS TO THE DESIGN VALUES PRESENTED HEREIN. 8. THESE APPROVAL DOCUMENTS ARE ONLY FOR USE BY A LICENSED ENGINEER OR ADMINISTRATIVE COD E CHAPTER 6ENGINEER 03(3). THE DELEGATED ENGINEER SHALL NOT BE REQUIRED TO SUBMIT DELEGATED ENGINEERING DOCUMENTS TO THE PRODUCT ENGINEER AS THE DELEGATED ENGINEER IS WHOLLY RESPONSIBLE FOR THE SPECIFIC USE OF THE EPS COMPOSITE ROOF SYSTEM AND SHALL BE THE ENGINEER OF RECORD FOR ANY APPLICATION OF THE EPS COMPOSITE ROOF SYSTEM. 9. THIS EPS COMPOSITE ROOF PANEL SYSTEM HAS NOT BEEN TESTED FOR AIR AND WATER INFILTRATION. AIR AND WATER INFILTRATION SHALL BE ADDRESSED ON SITE SPECIFIC APPLICATIONS WITH CODE APPROVED FINISHES. 10. EPS CO PO FOLLOWS PANEL SHALL BE PERMANENTLY LABELED IN A VISIBLE ELITE ALUMINUM CORPORATION COCONUT CREED(, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 11. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY U.O.N. SHAPES OF ALUMINUM STRUCTURAL MEMBERS SHALL BE AS SHOWN ON "THIS DRAWING WITH WALL THICKNESSES AS SPECIFIED. EXTRUSION THICKNESSES MAY HAVE A TOLERANCE OF +0.0066 ", UNLESS SPECIFIED AS A MINIMUM. 12. GALVANIZED STEEL DIPPED GALVANIZED U ALUMINUM ALLOY, STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K51. 13. ALUMINUM MEMBERS IN CONTACT WITH CONCRETE WOOD OR OTHER DISSIMILAR METALS OR MATERIALS SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 2003.8.4 OF THE FLORIDA BUILDING CODE. EPS ROOF PANEL SPECIFICATIONS; 1. PANELS SHALL EXPANDED COMPOSITE SANDWICH PLASTIC ED OF ALUMINUM COMPRISED 2. PANEL FACINGS SHALL BE 0.032" WITH OUT PAINT, ALUMINUM ALLOY 3105 - 11154. 3. PANEL CORE SHALL BE EXPANDED POLYSTYRENE WITH THE NOMINAL DENSITY 2.0 PCF. 4.. APPLIED TO SHALL BE OF THE CORE MATERIAL LA55 2 BY ASHLAND CHEMICAL, 5. THE CORE OF THE EPS PANEL SHALL BE SEPARATED FROM THE INTERIOR OF ENCLOSED ROOMS BY 1/2" GYPSUM WALL BOARD OR APPROVED 15 MINUTE THERMAL BARRIER. ROOF PANEL PROPERTIES: 1. THE "ROOF PANEL PECIFIED HEREIN. THESE STRUCTURAL PROPERTIES FOR AS DESCRI ONSTRUCTION CORPORATION TESTING PROTOCOLS 97-044 2. VALUES IN THIS TABLE SHALL BE USED TO DESIGN SITE SPECIFIC APPLICATIONS OF THIS PANEL. DESIGNS SHALL BE PERFORMED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER PROFICIENT IN STRUCTURAL DESIGN. 3. THE STRUCTURAL PROPERTIES PRESENTED ARE VALID ONLY WITH THE CONNECTIONS DETAILS SPECIFIED HEREIN. 4. MOMENT AND SHEAR VALUES SPECIFIED ARE ALLOWABLE FORCES FOR ANY LOAD COMBINATIONS AND SHALL NOT BE INCREASED FOR WIND LOAD COMBINATIONS. 5. MOMENT OF INERTIA) ABOUT THE X AXIS TO BE USED IN SITE SPECIFIC CALCULATIONS. 6. ABOUT THE X AXIS BE USEDB SITE SPECIFI MOMENT ULATIONS OR NEGATIVE) 7. Lmax REPRESENTS THE MAXIMUM ALLOWABLE SINGLE SPAN TO BE USED IN SITE SPECIFIC LAYOUTS. SPANS GREATER THAN THIS ARE NOT ACCEPTABLE WITH RATIONAL ANALYSIS DUE TO THE UNKNOWN EFFECT OF THE ADDITIONAL UNBRACED LENGTH. 8. THE REPRESENTS Vy TTO THE USED IN ALLOWABLE SPECIFIC SHEAR (PERPENDICULAR TO THE PLANE OF IONS 9. My REPRESENTS THE ALLOWABLE BENDING MOMENT (POSITIVE OR NEGATIVE) ABOUT THE Y -AXIS TO BE USED IN SITE SPECIFIC DIAPHRAGM CALCULATIONS. 10. V// REPRESENTS THE ALLOWABLE SHEAR ( PARALLEL TO THE PLANE OF THE PANEL, Vx) TO BE USED IN SITE SPECIFIC DIAPHRAGM CALCULATIONS. 11. MOMENT INERTIA) ABOUT EFFECTIVE YE STIFFNESS BE (MODULUS S IE SPECIFIC STIFFNESS CALCULATIONS. FACING it 3° ROOF PANELS 6° ROOF PANELS SCALE! 3" = 1' - 0 3 WALL HEADER 4 CUP ANGLE OsCALE: 3" = 1' 0 , ` O SCALE: 3" = 1' - 0 CORE MODUCt a> plying maga .,ta:etovo 0 riedda 023. Oink EY CAtaimel PRODUCT RENEWED as complying with the Flip Roam Code Acceptance No 08 0 Date PRODUCT REVISED as complying with the Florida Bolding Code Acccplu c No 0 b . Z 05 llr� Es 'r , .tioote o Z. 049 ••••. •. • 00 • ••••• •••••. • 00 0000 •. • • • • • • J.W ltnezevich Professional Engineer FL License No.: PE 0041961 5 .1 `•`e 11/13/2006 scale AS NOTED demon by FMK 13 2006 MCR drawing no. 05 -539 (sheet 1 of 2 • • .•.••. • •.•••. • • 00000 00000 • • ••••• 00000 • • • 0000 • • • •.•.• Copyright 0 2006 Thomton-Tomasettl, Inc. 11/13/06 15:53 co E 0 0 m 0 N 0 STRUCTURE BY OTHERS O SECTION A SCALE: 3/4" =1' - 0" CONNECT WALL HEADER TO RESIST SITE SPECIFIC LOAD REQUIREMENTS, INCLUDING DIAPHRAGM FORCES 1/4 "0 THRU -BOLT @ 12" O.C. PROVIDE ADDITIONAL FASTENERS AS REQUIRED TO RESIST S TE SPECIFIC DIAPHRAGM LOADS STRUCTURE BY OTHERS Lmax , z 1/4 "0 THRU -BOLT @ 5" O.C. PROVIDE ADDITIONAL FASTENERS AS REQUIRED TO RESIST SITE SPECIFIC DIAPHRAGM LOADS 2 "x2" STRUCTURE BY OTHERS 6" EPS OVERHANG DETAIL E CONNECT TOP & BOTTOM ANGLES TO RESIST SITE SPECIFIC LOAD REQUIREMENTS, INCLUDING DIAPHRAGM FORCES O ROOF PANELS CONNECTION - SECTION B SCALE: 3" = 1' - 0" (2) 1/4"0 THRU -BOLT WITH 1 "0x0.031" GALVANIZED STEEL WASHER AND 0.079" NEOPRENE GASKET @ 9" O.C. FOR 3" EPS PANELS OR @ 8" O.C. FOR 6" EPS PANELS O 3° ROOF PANEL TO WALL HEADER (Vmax = SEE TABLE) 6' ROOF PANEL TO CLIP ANGLES (Vmax = SEE TABLE) O ROOF PANELS TO BEAM - DETAIL SCALE: 3" = 1' - 0" D SCALE: 3" 4211 — 0 E SCALE: 3" =1' - 0" CONNECTION OF CLIP ANGLE TO SUPPORT BY OTHERS PRODUCT RIMMED as co®plylog with the Fb Ms Balling Code • Acceptance No Ilan Date Divbion as ri with f°a.2 Md Q fl y l: 0 9 PRODUCT REVISED as complying with the Florida Bolding Code Accepts:nee No 06 - J)1). o5 E Von Dose 7Zoo8 By Division Central ow o VI 5* o � y 0 v EN :7, E O m O � Y O esse o • awl 0 CD N a E+ • • •.•... • • 0000 • • • 0000 ••••• • • •••• • • ••..•. • • 1 ••••• • • • ••• • J.W.�lezevich • Professional Engineer FL License No.; PE0041961 ( s:zla AS NOTED 11/13/20061 ( °M CR drawing ,w. 05-539 (sheet 2 of 2) • • • .• • 7.1 gW3111 Atir (0, Nth IV •• • •••• • •• • • • • • • • • • • • • • • •••• •• •• • • • • • •• • • •••• • • • • •••• • • •• • • • • • • •• • •• • • • • •••• • • • • •••• BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildingcode Buckeye Technologies, Inc. 1001 Tillman Avenue Memphis, TN 38112 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: UltraFiber 500 Concrete Reinforcing Fiber APPROVAL DOCUMENT: Drawing No. 1, titled " UltraFiber 500 Concrete Reinforcing Fiber", sheet 1 of 1, dated 11/24/08, prepared by Buckeye Technologies, Inc, signed and sealed by Thomas A. Kolden, F.E., 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: None LABELING: Each unit/bag shall bear a permanent label with the manufacturer's name or logo, city, state and 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 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 06- 0501.12 Expiration Date: January 28, 2014 Approval Date: January 28, 2009 Page 1 Buckeye Technologies. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 1, titled "UltraFiber 500 Concrete Reinforcing Fiber", sheet 1 of 1, dated 11/24/08, prepared by Buckeye Technologies, Inc, signed and sealed by Thomas A. Kolden, P.E. B. TESTS 1. Test report on Concrete Residual Strength per ASTM C1399 of UltraFiber 500 Concrete Reinforcing Fiber, prepared by Stork Twin City Testing Corporation, Test Report No. 308195.1 and 308195.2, both dated 10/24/08, signed by Thomas A. Kolden, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Engineering Evaluation Report and Addendum per ASTM C1399 of Buckeye UltraFiber 500, prepared by Ardaman & Associates, Inc., dated on 01/10/06 and 01/04/07 respectively signed and sealed by Joseph A. Amon, P.E. F. STATEMENTS 1. Code conformance letter issued by Stork Twin City Testing Corporation, dated 09/26/08, signed and sealed by Thomas A. Kolden, P.E. E -1 O/ Carlos M. Utrera, P.E. Product Control Examiner NOA No. 06- 0501.12 Expiration Date: January 28, 2014 Approval Date: January 28, 2009 General Notes: Buckeye UltraFiber 500 Buckeye Technologies, Inc. 1001 Ti llman Memphis, Tennessee 38112 (901) 320 -8100 www.ultrafiber500.com 1.0 Description: Buckeye UltraFiber 500 is made from virgin cellulose fibers that have been chemically processed and then treated with a mineral -based chemical that results in an alkaline- resistant fiber. The fibers are used in normal weight and light weight concrete. The fibers are used as a concrete admixture to assist in controlling plastic shrinkage of reinforced concrete and structural plain concrete. The fibers are also used to reduce shrinkage and temperature cracking in structural plain concrete slabs on grade. Structural plain concrete provisions are found in Chapter 22 of ACI 318 and section 1910 of the FBC. 2.0 Installation: Buckeye UltraFiber 500 virgin cellulose fibers must be dispersed uniformly through the concrete mixture in accordance with ASTM C1116. The fibers must be blended into the concrete mix at a minimum rate of 1.0 pounds per cubic yard (059 kg/m of concrete. The dosage must not exceed 1.5 pounds per cubic yard (0.89 kg/m Buckeye's published installation instructions using either a dispersible bag system or a bulk time metric dispenser must be strictly adhered to. 3.0 Specifications: Buckeye UltraFiber 500 meets or exceeds the following specifications: A. ASTM C1116 — Standard Specification for Fiber Reinforced Concrete. B. ASTM D7357 — Standard Specification for Cellulose Fibers for Fiber Reinforced Concrete. 4.0 Evidence Submitted: • ICC Evaluation Services, Inc. Report ESR -1032. • Data in accordance with ASTM C1399 — Average Residual Strength of Fiber Reinforced Concrete from Stork Twin Cities Testing, St. Paul, MN. • Underwriters Laboratories, Inc. CBXQ.R25038 and BXUV.D973 1 Drawing No.1 1 Sheet 1 of 1 Buckeye Technologies, Inc. UltraFiber 500 Concrete Reinforcing Fiber BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, Florida 33073 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.gav 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. DESCRIPTION: 3" or 6" EPS Roof Panel for Open Structures APPROVAL DOCUMENT: Drawing No. 05 -539 titled " 3" or 6" Roof Panel ", prepared by Thornton Tomawetti, dated November 13, 2006, last revision #0 dated November 13, 2006, sheets 1 and 2 of 2, signed and sealed by J. W. Knezevich, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each panel 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, advertis g or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this N9A 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 renews NOA #108- 0123.03 and consists of this page 1, evidence submitted pages E -1, E -2, E -3 & E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. JL1ej C i/o 412oa NOA No. 08- 0919.03 Expiration Date: 02/20/2014 Approval Date: 03/04/2009 Page 1 Elite Aluminum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #95- 1219.04 A. DRAWINGS Title E.P.S. Roof Panel Number 95 -681 Sheets 1 through 4 Signature V. John Knezevich, P.E. Date 12/15/95 Revision Date 04 /30/96 B. TESTS Laboratory Construction Testing Corporation Numbers 94-010 and 94 -010 S Type PA 202 -94 and 24 Hour Live Load Test on 6 in. sandwich panel Signature Christopher G. Tyson, P.E. Date 01/25/95 and 04 /11/95 Laboratory Construction Testing Corporation Numbers 94 -013 and 94-012 S Type PA 202 -94 and 24 Hour Live Load Test on 4 in. sandwich panel Signature C. G. Tyson, P.E. Date 01/25/95 and 04/11/95 Laboratory Construction Testing Corporation Number 94 -012 Type PA 202 -94 and 24 Hour Live Load Test on 3 in. sandwich panel Signature C. G. Tyson, P.E. Date 01/25/95 Laboratory QC Metallurgical, Inc. Number 4LM -3150 Type Aluminum Tensile Signature Frank Grate, P.E. Date 01/04/95 C. CALCULATIONS Title E.P.S. Roof System Signature V. John Knezevich., P.E. Date 04 /13/95 Revision Date 05/09/96 E -1 i II y AA.. Makar, P.E., M.S. oduct Control Examiner NOA No. 08 -0919.03 Expiration Date: 02/20/2014 Approval Date: 03/04/2009 Elite Aluminum Corporation 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99- 0519.05 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Letter requesting renewal of NOA No. 95- 1219.04 and stating that the product has not changed, prepared by Elite Aluminum Corporation, dated May 11, 1999, signed by Daniel Cooke. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03- 0109.01 A. DRAWINGS 1. Drawing No. 95 -681 titled "E.P.S. Roof Panel", prepared by Knezevich & Associates, Inc., dated December 15, 1995, last revision #2 dated June 19, 2002, sheets 1 through 4 of 4, signed and sealed by V. John Knezevich., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Letter prepared by Knezevich & Associates, Inc., dated October 10, 2002, signed and sealed by V. John Knezevich., P.E. stating that the product has not changed and the only revised is the general note referring to the Florida Building Code. E -2 P Be ±�''• akar, P.E., M.S. Product Control Examiner NOA No. 08- 0919.03 Expiration Date: 02/20/2014 Approval Date: 03/0412009 Elite Aluminum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 06- 1121.05 A. DRAWINGS 1. Drawing No. 05 -539 titled " 3" or 6" Roof Panel ' , prepared by Thornton Tomasetti, dated November 13, 2006, last revision #0 dated November 13, 2006, sheets 1 and 2 of 2, signed and sealed by J. W. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Calculation titled 3" & 6" EPS Roof Panels, prepared by Thornton Tomasetti, dated November 08, 2006, sheets 1 through 7 of 7, signed and sealed by John W Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. None. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #08- 0123.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE • 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. None. E -3 4 A. Maker, P.E., M.S. Product Control Examiner NOA No. 08- 0919.03 Expiration Date: 02/20/2014 Approval Date: 03/04/2009 Elite Aluminum Corporation C. CALCULATIONS 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. Test Report # HETI -07 -4264, prepared by Hurricane Engineering & Testing, Inc., per ASTME 72 -05, dated 09/05/2007, signed and sealed by Candido F. Font, P.E. 2. Test Report # HETI -07 -4265, prepared by Hurricane Engineering & Testing, Inc., perASTME 72-05, dated 09/05/2007, signed and sealed by Candido F. Font, P.E. 3. Test Report # HETI-07-4266, prepared by Hurricane Engineering & Testing, Inc., perASTME 72 -05, dated 09/05/2007, signed and sealed by Candido F. Font, P.E. 4. Test Report # HETI -07 -4271, prepared by Hurricane Engineering & Testing, Inc., perASTME 72-05, dated 09/05/2007, signed and sealed by Candido F. Font, P.E. 5. Test Report # HETI -07 -4272, prepared by Hurricane Engineering & Testing, Inc., perASTME 72-05, dated 09/05/2007, signed and sealed by Candido F. Font, P.E. 6. Test Report # HETI -07 -4411, prepared by Hurricane Engineering & Testing, Inc., perASTME 72 -05, dated 02/20/2008, signed and sealed by Candido F. Font, P.E. 7. Test Report # HETI -07 -4412, prepared by Hurricane Engineering & Testing, Inc., per ASTM E 72 -05, dated 02/20/2008, signed and sealed by Candido F. Font, P.E. 8. Test Report # HETI -07 -4413, prepared by Hurricane Engineering & Testing, Inc., per ASTME 72 -05, dated 02/20/2008, signed and sealed by Candido F. Font, P.E. 9. Test Report # HETI -07 -4414, prepared by Hurricane Engineering & Testing, Inc., per ASTM E 72 -05, dated 02/20/2008, signed and sealed by Candido F. Font, P.E. 10. Test Report # HETI -07 -4415, prepared by Hurricane Engineering & Testing, Inc., per ASTM E 72 -05, dated 02/20/2008, signed and sealed by Candido F. Font, P.E. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. Tensile Test, per ASTME 8 -01, test report # HETI- 07 -T743, dated 09/05/2007, signed and sealed by Candido F. Font, P.E. 2. Tensile Test, per ASTM E 8 -01, test report # HETI- 07 -T766, dated 02/20/2008, signed and sealed by Candido F. Font, P.E. E -4 /yMakar, P.E., M.S. Product Control Examiner NOA No. 00-0919.03 Expiration Date: 02/20/2014 Approval Date: 03 /04/2009 t rt T - CA 10 d. . APPRAISAL DEPT. INSP /APPROVAL (homes cornp!etad over six months) Application No..2 Survey conforms to i?, .l• Lec�ai d ascription £t Lot d'i-r ensicne Conditions before Obtain title insu;tnce Approved by. • ..1 fhi_s p y Pzo ert described as: Lot-5 and the South 29 feet Of Lot 4, Block 124 AMENDED PLAT OF SECTION NO 5 OF MIAMI SHORES, according to the Plat thereof, as recorded in Plat Book 10, Page 47 of the Public Records of Dade County, Florida. ', i -. . ... .. . . ,, ... ^. .'I- „Ipv.% .. II lea ..dcte.cr +Z.►1u�Y ..->. 4--14;.>.:4-- ,, its i” ,, . C:7 C • 4 PROPERTY OF COLLINS, Robert W. ; 10300 DEPT. INSP /AITHOM:Afso-, cert i fy that the - ca111i `ictc"iover:'.Y.nf.dRikt)acha sketch represents n w a recen survey made under my di :t Ion, and .is t rue - __.__...Le ~� and cor •ect to the best of my kncp., edge and belief, - %; Lotdirronsbn' and the there are no en - - - .••••. 1•:!,ruCQC:r ;c�: croachm.nts on said land - -- _— _: ;u ;.'.in1f!•, other, .. than are sran here- . on . /' . i..t. - t ... / / A ..� ,• 1J F a/ Rae. Surveyor Flo , g. Engineer No. /'6,. /-z \A-/GC / • R.A.t V 'L` C(.Pf.. C L.M1M( AVE. F 4 -F DAT E ?. -} -- 2E3 1/ . - ' °^tile -r C P O. Box 561 131 Miami, Florida, 33156 SCAL E ` :_o DRAWN BY Li. rL t �' 1 A'`'it-. . North Miami Avenue, Miami Shores Florida4 LANNES and GARCIA, INC. ENGINEERS - LAND SURVEYORS - LAND PLANNERS DRWG. NO. 178 -905