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RC-18-3234Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 652 NE 105TH ST, Miami Shores, FL 33138 Contacts Permit NO.: RC44018-3234 Permit Type: Building (Residential) Work Classification: Addition/Alteration Permit Status: Approved Issue Dates 11/07/2018 Parcel Number 1122310120140 Expiration: 04/22/2019 KILUAN, INC 652 NE 105 ST, MIAMI SHORES, FL 33138 Owner MAX ALUMINUM MAX GUZMAN 7735 ABBOTT AVE 5-F, MIAMI BEACH, FL 33141 Home: 3053367846 GUZMANDALILA@YAHOO.COM Contractor Description: INSTALLATION OF INSULATED ALUMINUM ROOF 3" Fees Amount CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Planning and Zoning Review Fee Residential Application Fee Scanning Fee Structural Review ($45) Technology Fee Total: $4.80 $3.51 $2.34 $1.60 $184.00 $35.00 $50.00 $9.00 $45.00 $5.85 $341.10 Valuation: $ 7,800.00 Total Sq Feet: 284.00 Inspection Requests: 305-762-4949 Payments Total Fees Credit Card Credit Card Amount Due: Date Paid 10/22/2018 11/07/2018 Amt Paid $341.10 $50.00 $291.10 $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating4onstruction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Ve) -Dq // / `Qf/7 - Y% ///G .7/J Authorized Signa : Owner / Applicant / Contractor / Agent Date November 07, 2018 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number. INSP-001997-2018 Permit Number. RC-10-18-3234 Scheduled Inspection Date: November 30, 2018 Inspector. Naranjo, Ismael Owner KILUAN, INC Address: 652 NE 105TH ST Project Miami Shores, FL 33138 Permit Type: Building (Residential) Inspection Type: Building Final Work Classiflcation: Addition/Alteration Phone Number: Parcel Number: 1122310120140 Contractor. MAX ALUMINUM Phone Number. 3053367846 MAX GUZMAN Building Department Comments INSTALLATION OF INSULATED ALUMINUM ROOF 3" Checklist Item General Comments Passed False Comments Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 29, 2018 For Inspections please call: 305-762-4949 Page 22 of 45 BUILDING PERMIT APPLICATION le BUILDING ❑ ELECTRIC El PLUMBING ❑ MECHANICAL JOB ADDRESS: City: �� 2 li•�. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit No. Sub Permit No. ❑ ROOFING ❑ REVISION ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR jC3 RECEIVED OCT 222018 a()4"1 FBC 201� V-CkeY NNA ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS Miami Shores County: Miami Dade Zip: 1577 Follo/Parcel#: I t — 22'S i -'‘012 .-t t `X-C) Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: OWNER: Name (Fee Simple Titleholder): 'c, L`) q '4 / .3-7i'" Address: City: FFE: Phone#: 9 O I y��; G.L) o , S L9 / 8'0 i �-j f•- I CP "1 ) I State: ((•• • Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company me: 1 ] 0 0�`)< d"� D QL)` LQ�:li,S Phone#: Address' `773`5 f a f 7 JLS F. City: kgUll as 0c-1'iState: Ct • Qualifier Name: /1 x l /�- QZ.Ifl t State Certification or Registration #: 1.3- Z O - 7 ^ Zip: 33\'-t Phone#: 33 l 7 d i Certificate of Competency #: O O i 2- 2.Z. DESIGNER: Architect/Engineer: Kg 1.114 C.:DG' I .0Crai �� (�` Phone#: 3/22 "3 l ¢I , Address: 2-i CrO ! 6 `� c . City: 1— i Ci ch='1 i-( State: Cc-- Zip: 331 c, Value of Work for this Permit: $ 2 (Po b Square/Linear Footage of Work: c cel Type of Work: `:'- Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 0 . i 2 0 cr.L,3 p I ( h) 0 ,3j1 Specify: color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ CO/CC $ 'DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 2:11 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 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 occur seven (7) days after the building permit is issued. In the absence of such posted notice, the inspectionwill not approved and • reins Lion fee will be charged. Signature Mon 'elotti OWNER. "GENT Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this c 3 , day VIA 41.) USt' , 20 l ( , by �. Pday of Oc7 ' � 6 &, 20 % , by U--(Ot71iCGI 1I-QIO4±l(J , who is rsonallyknown�o 19A GUZ/YJ /97IJ , who isperSonallyknown t� as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: me or who has produced identification and who did take an oath. NOTARY PUBLIC: Seal: LUCIA G ISASI MY COMMISSION #FF182628 '•'oct EXPIRES December 10, 2018 ***' 'forma ,ta*4 * is#co **** APPROVED BY (RevisedO2/24/2014j it Sign: Print: Seal: _a Comm aio N fF 4 4 „+,F .`a' My Comm. Expires Jan 3, 2020 Bonded through National Notary Assn. P Plans Examiner Structural Review ***>Fie*****************1,******* Zoning Clerk ��1'� OFFICE OF THE PROPERTY APPRAISER Property Search Application - Miami -Dade County Detailed Report Property Information Folio: 11-2231-012-0140 Property Address: 652 NE 105 ST Miami Shores, FL 33138-2054 Owner KILUAN INC Mailing Address 150 SE 2 AVE #1010 MIAMI, FL 33131 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT BedslBaths/Half 5/4/0 Floors 2 Living Units 1 Actual Area 4,209 Sq.Ft Living Area 3,117 Sq.Ft Adjusted Area 3,381 Sq.Ft Lot Size 14,600 Sq.Ft Year Built 1949 Assessment Information Year 2018 2017 2016 Land Value $532,947 $532,947 $501,539 Building Value $360,922 $363,880 $366,838 XF Value $0 $0 $0 Market Value $893,869 $896,827 $868,377 Assessed Value $893,869 $896,827 $848,130 Benefits Information Benefit Type 2018 2017 2016 Non -Homestead Cap Assessment Reduction $20,247 Note: Not all benefits are applicable to all Taxable Va ues (i.e. County, School Board, City, Regional). Generated On : 8/22/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $0 $0 $0 Taxable Value $893,869 $896,827 $848,130 School Board Exemption Value $0 $0 $0 Taxable Value $893,869 $896,827 $868,377 City Exemption Value $0 $0 $0 Taxable Value $893,869 $896,827 $848,130 Regional Exemption Value $0 $0 $0 Taxable Value $893,869 $896,827 $848,130 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: t 8/22/A18 Detail by Entity Name DIVISION OF CORPORATIONS .1ivml Jfl 2J {yy agiz Ag•org CO-P:P f 21 � quirifd J1r1Je t'f Florida sveinite Department of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Profit Corporation KILUAN, INC. Filing Information Document Number FEI/EIN Number Date Filed State Status Principal Address 990 Biscayne Blvd Suite 801, MB 16 MIAMI, FL 33132 Changed: 04/21/2015 Wiling Address 990 Biscayne Blvd Suite 801, MB 16 MIAMI, FL 33132 P14000001904 30-0805814 01/08/2014 FL ACTIVE Changed: 04/21/2015 Registered Agent Name & Address BOLOGNA, STEFANIA, ESQ. 100 S.E. SECOND.STREET SUITE 3800 MIAMI, FL 33131 Address Changed: 04/30/2018 Officer/Director Detail Name & Address Title D, President, Secretary BRUZZI, MARCO 10433 NE 6th AVE MIAMI SHORES, FL 33138 Title D,— VP, Treasurer " http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=1 nitial&searchNameOrder=KILUAN%2.. 1 /2 8/22/2b18 Detail by Entity Name FMELOTTI, MO IN CA7 10433 NE'6th AVE,/ rMIi41Nl SHORES —FL 33138_J Annual Reports Report Year Filed Date 2016 04/25/2016 2017 04/23/2017 2018 04/30/2018 Document Imagei 04/30/2018 -- ANNUAL REPORT 04/23/2017 -- ANNUAL REPORT 04/25/2016 -- ANNUAL REPORT 04/21/2015 -- ANNUAL REPORT 01/08/2014 — Domestic Profit View image in PDF format View image in PDF format J View image in PDF format View image in PDF format View image in PDF format Florida Department of State, Division of Corporations http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=initial&searchNameOrder=Kl LUAN%2... 2/2 R.P.M. INVESTMENT & DEVELOPMENT dba MAX ALUMINUM 7735 ABBOTT AVE #5F MIAMI BEACH, FL 33141 Ph 305-546-0033 e-mail maxguzman80(&,yahoo.com State of 41,v County of �-' l.iA trtt t, Go 2 M � Before me this day personally appeared ��( J'who, being duly sworn deposes and says: That he or she will be the only person wo king on the�project located at: 2. c5. e 1�� �i•• (061 i f M. .� ) 3F) Co tractor Signatur /7 Y/ Sworn to (or affirmed) and subscribed before me thisday of RpJte 2018. By' " l /4)i G U Z. "A A IN/ 0012,4 XIOMAAA �.� '� .INELTA Notary public , Stateof Florida Commission 0 FF 047411 My Comm. ExpiresJan•3, 2020 flooded through National Notary Assn. Or produced identification Type of Identification Produced Print, Type or stamp name of Notary { Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELpW YOU ACKNy. EDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS • CONTENTS. Signature. r State of Florida County of Miami -Dade The foregoing was acknowledge before me this (0 7' day of dd40,2 8E2 20 By frko tj / - £ 7/ / who is personally known to me o 1Y) 30 Notary: SEAL: • :s id[ification. XIOMARA V LTA Notely Public - Mato of Florida it • • Commission • FF 947411 . :a dd 'K My Comm. Wires Joni, 2020 1''tot. Bonded through National Notxy Assn: ash s produced...12) RAMMS ENGINEERING, INC. 5kticita42/911 LICENSE # 11955 )00 W. 76TH STREET, SUITE 311, HIALEAH, FLORIDA 33016 TEL: 305.822.3141 • FAX: 305.822.3161 PROJECT: 1C75- NAME: V1A)< lN'LLJAA DATE: I 2/1 SHEET: OF 1 4. -4 4 I 1 4--- j ........ 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Mh\lopt/ _. i P L4 A4)k 74; . _tresi‘e)Y- •• •••• • E o ,4I else t2tZ3 9/1 911 • III ••. •• • • • : • •••• . •• . • • ••. • • • •, •- :—v ••;•• • •... •• • �.�a+i�s •= • • • . • ..•, ••. • .•••. it- • • • b..i 411 17'Jl..1i1 1Q/4A 10/16/2018 Florida Building Code Online F10P10 CMPARTMEHr OF Business : Professional Regulation BCIS Home Log In I User Registration Hot Topics I Submit Surcharge I. Stets & Facts I Publications I Contact Us I BCIS Site Map Unks I Search I i OfF.ICE OF THE SECRETARY ,OBPA HO'.ET Product Approval USER: Public User Product Approval Menu > product or Aoplication Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email FL21443-R1 Revision 2017 Approved Structall Building Systems, Inc. 350 Burbank Rd. Oldsmar, FL 34677 (813) 855-2627 info@structall.com Authorized Signature Kenny Matuza info@structall.com Technical Representative Ken Clay Address/Phone/Email 350 Burbank Road Oldsmar, FL 34677-4906 (800) 969-3706 kclay@structall.com Quality Assurance Representative Ken Clay Address/Phone/Email Category Subcategory Compliance Method 350 Burbank Road Oldsmar, FL 34677 (800) 969-3706 kclay@structall.com BPR DIYISIONB • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• •• • • • • • • •• •• • •• • • • • • • • • • • • • • • •• • •• • • • • •• • Roofing Products Introduced as a Result of New Technology CONTACY.DBPR •• • • • • • • •• • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer s-/ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Do Kim Evaluation Report Florida License PE-49497 Quality Assurance Entity TI RADCO LLP dba RADCO A Twining Company Quality Assurance Contract Expiration Date 12/31/2022 Validated By James L. Buckner, P.E. @ CBUCK Engineering I Validation Checklist - Hardcopy Received Certificate of Independence FL21443 R1 COI certificate of independence.pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code • 1708.2 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtgHSolOoKvoRq%2fyMx%2fmWQaFNu%2b5sh9b1REXUKKYyKtyQ%3d%3d 1/2 10/16/2018 Florida Building Code Online Product Approval Method Method 2 Option B Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 09/28/2017 10/02/2017 10/08/2017 12/12/2017 FL # Model, Number or Name Description 21443.1 Snap-N-Lock Composite Panel 3"x0.024"xllb EPS Composite Panel • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +88.69/-88.69 Other: In HVHZ, product shall be used in structures meeting the requirements of FBC Section 1626.1, unless impact protection is provided. See installation drawing for design pressures and spans. . • • •••• Installation Instructions • • • FL21443 R1 II 2017 FBC Structall•3in-02, 2L•65'4anel • Installation DWG.pdf • • • • • • • • • Verified By: PRI Constructio.Materials Technologies, LLC • Created by Independent Third ey: Yes • • • • Evaluation Reports • •• •• ••• FL21443 R1 AE Structall 02a f35 Evaluation Met ort-201?• • • FBC.o f • • • • • • • • • • • Created by Independent Third Party: Yes • • . •• • • • • 21443.2 Snap-N-Lock Composite Panel 3"x0.030"xllb EPS Composite Pane ••' Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +88.69/-88.69 Other: In HVHZ, product shall be used in structures meeting the requirements of FBC Section 1626.1, unless impact protection is provided. See installation drawing for design pressures and spans. Installation Instructions ; • • . • • FL21443 R1 II 2017 FBC Stroctali3in-030.1 BS Panel : • • • g • Installation DWG.Ddf • • • • • • Verified By: PRI Construction Materials Technologies, LLC Created by Independent Third Party: Yes Evaluation Reports FL21443 R1 AE Structall 024-030 Evaluation Report-2017 FBC.pdf Created by Independent Third Party: Yes Back Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: BM Credit Card Safe SCtalrilvdll rlt1(.S • • • • • • • • . http:/Nwvw.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtgHSolOoKvoRq%2fyMx%2fmWQaFNu%2b5sh9b1 REXUKKYyKtyQ%3d%3d 2/2 (if DO KIM 8c ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS Florida Board of Engineers Certificate of Authorization No. 26887 Product Evaluation Report • Date: September 26, 2017 • • • • • •• • •••• • • • • Report No.: FL# 21443-R1 • • • • • • • • Product Category: Roofing • •••• • • • •••• • • •• •• • • Product sub -category: Products Introduced as a Result of New Technology • •• •• •• •• •• •• • •• •• • Product Name: Snap-N-Lock 3" Thick EPS Foam Core w/ Aluminum Skin Composite Panels. • • • • . • • Manufacturer: Structall Building Systems, Inc. ' • • • •• • • • • • • 350 Burbank Rd. •• • Oldsmar, FL 34677 Phone: 813-855-2627 Scope: This product evaluation report issued by Do Kim & Associates, LLC and Do Kim, P.E. for Structall Building Systems, Inc. (Structall) is based on Florida Department of Business and Professional Regulation Rule 61 G20-3, Method (2) (b) of the State of Florida Product Approval. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or updates. Do Kim & Associates, LLC and Do Kim, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code, 6th Edition (FBC) and where pressure and deflection requirements, as determined by Chapter 16 of the Florida Building Code, do not exceed the design pressures as shown on the approval. •.0 ..k% Q••.y, SF. Na.4wn V. Do Kim, P.E. FL #49497 This item has been electronically signed and sealed by Do Y. Kim, PE on this date using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 2017.09.29 09:33:43 -04'00' P.O. Box 10039 Tampa, FL 33679 813.857-9955 dk@dokimengineering.net Sheet 1 of 3 DO KIM 8c ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS Supporting Documents 1. Code Compliance a. The product assembly described herein has demonstrated compliance with the Florida Building Code 6th Edition (FBC), Section 1708.2. 2. Drawings: a. Drawing No. 161027 titled "3"x0.024"xl LB EPS Foam Core Composite Aluminum . Skin Panels, Florida Statewide Product Approval", Sheets 1 & 2, prepajred•19x Do •• • •••• Krn Associates, LLC., signed and sealed by Do Kim, P.E. . b. Drawing No. 161027 titled "3 "x0.030"x l LB EPS Foam Core Composite A'16minuni • • • Skin Panels, Florida Statewide Product Approval", Sheets 1 & 2, prepa.e F Do Kim �c Associates, LLC., signed and sealed by Do Kim, P.E. • •• ••• ••• • • 3. Testing . • • a. Testing per ASTM E72-05/ASTM E330-02 as performed by PRI Const rietion Ma:ert ; • Technologies LLC (PRI), and reported in test report numbers STRL-002134.01, STRL. 002-03-02, STRL-004-03-01, STRL-005-03-01, STRL-005-03-02, anti STRt-006.Q3 0'l. b. Testing per ASTM E-84 per test reports 15328-97939 by Omega Point Laetatone% for 3" aluminum skin composite panel with Smoke Developed Index = 17d and.Flame.".'.• Spread Index = 5. 4. Calculations a. Panel performance engineering analysis for tested loading conditions have been prepared based on comparative and/or rational analysis, prepared, and submitted by Do Kim, P.E. 5. Other a. Quality Assurance Agreement verified with TI RADCO LLP dba RADCO A Twining Company (FBC Organization #QUA1990). P.O. Box 10039 Tampa, FL 33679 813.857-9955 dk@dokimengineering.net Sheet 2 of 3 DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS Limitations and Condition of Use 1. Code Compliance a. The product assembly described herein has demonstrated compliance with the Florida Building Code 6th Edition (FBC), Section 1708.2. •• 2. Large and small missile impact resistance has NOT been tested to or evaluatedror iii this • approval. In HVHZ, this product shall be used in structures meeting the requirement: of Sactith• • 1626.1, unless impact resistance in accordance to the HVHZ requirements are e1; . • • 3. Each product listed above shall be installed in strict compliance with its respectu roduct•• • Evaluation Document and site specific engineering along with all components noted herein: '.. • 4. Use of each product shall be.in strict accordance with its Product Approval EN/Notion and:. • • Limitations of Use. •• •• • • • • •• • • • • • • 5. Composite panels shall be constructed using type 3105-H154 aluminum facin ,7:P{F ASTM' •� C-578 Imperial Foam & Insulation Manufacturing brand EPS adhere to aluminum facings frith:. Morad M640 Series adhesive (by Rohm and Haas Company). Fabrication of 9t04 pane! • • products shall be only in accordance with approved fabrication methods. • •• • 6. Flame spread (5) and smoke density rating (170) are in accordance to FBC Section 2603.3. 7. This specification has been designed and shall be fabricated in accordance with the requirements of the FBC, composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and Chapter 26 Section 2603. All local building code amendments shall be adhered to as required. 8. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including load combinations) using the data from the allowable loads tables and spans in this approval. 9. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ (L/80 for spans < 12'-0" and L/180 for spans > 12'-0"). 10. All supporting host structures shall be designed to resist all superimposed loads. 11. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage. 12. Size and Span Limitations: a. Composite panels shall be limited to those specific panels listed in the DWG. No. 161027. b. Panel spans shall not exceed those listed in the tables of DWG. No. 161027, unless otherwise allowed by a licensed design professional for site specific conditions. P.O. Box 10039 Tampa, FL 33679 813.857-9955 dk@dokimengineering.net Sheet 3 of 3 ,ABBREVIATIONS AND LEGEND A A/ RC A/C AIR CON9I110NER BM .BENCHMARK BRG BEARING (C) CALCULATED GC CONCRETE GUIIER OR VALLEYED GUTTER C&G CURB & GUTTER OH 41L-OBD CHBRG CHORD BEARING C.ME :ANAL MAINTENANCE EASEMENT C.N.A. :ONNER NOT ACCESSIBLE CONC. ;ONCREIE A MIA D.E. p ATNAGE EASEMENT C.0.157 LtlGL-o( PA -CAN NT F.C. "INCE CORNER r.D,H. FOUND DF1L HULL FT. FENCE ENDS T.F.E. FINISHED FLOOR ELEVATION F.I P. .I.R rOUND IRON PIPE "00 ,., F. •.r. F_, D N L AN DISC FOUND PARKER KALON NAIL •!i IMIIIIIIIMMMIIIMINININIMIIM IMAIIIIIIInt+rnunT�� RVEYOR S IDENW CATION I KO v©• NI= PLATTED MIME.. °sW • •7 IMENNIMIKAPM ®fly Gums N. I is t'.TPriRiE1.0 � POW i • ��• r •'VA, RE R RADIUS (RRLL RECORD R RIGHT-OF-WAY R, .E. ROOF ENCROACHMENT EASEMENT S.LR. S.I.P SET 1/2" IRON ROD PE S.N. SET NAIL AND DIS TAN TANGENT r� YPICAL U.E..) L`TILI fY EASEMENT W.E. - WATER'S EDGE OVERHEAD NiRE LINE _ W WOOD FENCE • CHAIN LINK FENCE —t-` — IRON/ALUTAINUM FENCE MONUMENT UNE -t— CENTERLINE I FL PROPERTY UNE =AIR CONDITIONER U=BELLSOUTH BOX r1;. =CABLE BOX =CATCH BASIN =CONTROL VALVE BOX 0 =ELECTRIC BOX ® =ELECTRIC METER =ELECTRIC SERVICE BOX =EXISTING ELEVATIONS +V =F RE HYDRANT e 1 =DUMSTER • is tr> _ '•• "106th-r 5_•kT� o x{ ,1s J30 O AI'•RIGHT M a• r -" s, w6.a ASPHk AVEIAENf . . N90-00'00*E 1 20.00' - 1 20.00' F.I.P. 1/2" (No I,D.) =FLORIDA POWER & UCHT BOX =HANDICAP SPACE =INLET =UCHT POLE =METAL LIGHT POLE =SANITARY MANHOLE =SATELLITE DISH =WATER METER =WATER VALVE =WOOD POLE =LIGHT POLE WATER CONCRETEigth-lrraWfOrifl — — -- — -- UTUTY EASEMENT (U.E.) A/C SLAB Er 4'X4', ' ,11.9' s 22.85 COLUMNS '`-(T•�o I r- 2.00' TWO! STORY iv.fio' .,(0l0a ONE STORY RESIDENCE N°'652 TWO STORY 2.00' 0n 25.15 1510' a 13.75' �10.70'�j TERRACE • • -POOL SYSTEM,',: TILES ,IPEANTER F = PLANTER S90ro0'00"W 100.00' PLAT LIMITS --- NOT ._' BDIViDED F.I.P. 1/2" (No I,D.) 38.60' F.I.P. 1/2" (No I,D.) • --CVERI / WIRE r 10,0' u O J 00 477,1 .1C.0' 1- F.I.P. 1/2" (No LD.) GRAPHIC SCALE 0 10 J,fj /1/4 17/ C1/4:r- (IN FEET) inch = 20 ft. FRONT VIEW FRONT BUILDING VICINITY MAP tot LEGAL DESCRIPTION - ,,k' -I 1 g: -';;ge eC3riS FLOOD ELEVATION INFORMATION This pr..pe ; appears to ce loca:ed '( 3ase F!cod Elevc:3.3n \%A o5 pe- =ederai :::merger;; Maracen-•e^t A.;ency (F=MA; Coml^JrA'1-acre! ''.urr_er : it _ •E "'AVi S-CR 120652, 1208E . Vbc e. 0306 cvrf;:• -, Effective Dote: Sea:enber 11, BENCH MARS • •4 . • 4 ••l •r le 3 hear. -.re b: se;l :,rtle yer , : u (` .`f ' 929. k.' :]ram 1, TCle p r n:; ^rn erchark. ••' 1.3c:,.. 1'rr-3 rk.-\-159-De. or: .....?• _�l ..a: �. /�.�-''•i •`� • • SURVEYOR'S NOTES: • • The at:..e .,:pticre: c '-Cs beset Cr -1e :7tC._ 1ec'a F7•Urcic,.ict . o,',c.,:/ ! i • ''.are . _how . .n1e'ci rC] I;i s al._ r'_t ;ep::ed }; ne lords «er •,_re:`r not ]: _. a:::e(. f,)r ',.*:17 Iir'- t]"• • :'no:r:s Do -tics ou: 'Jr':i:'r_ rso''i : p:r- o,. _ r _IcHcsed cr, r s 0 a N '^. t -^eci3• `J!e 0� . - 1 J•eo r c F' i s : r 1F.^ •;Yr. 1 G) Thiss..:,vey 1 .c h e' , 1 pu' for ,,,,.. ., en,, es ' .;r`" ere t c.erf,'icct.cr joe= rr - • :e-•d -:) c]''' r _. ..L •r ?:L SURVEYOR'S CERTIFICATE: _ . . = Ef • .. - _ RE:.. -IE _ :; r F\1 :REOTlO`. ALSO THAT ENCR0.4CH\GENTS ..LESS THI iyf4ir.W'Z4RMT.E(E STANDARDS OF PRACTICE OFT I ErER ,i I,' Y NOTE: NOT VALID UNLESS •SIGNED AND SEALED DFESSIA-I: TE -..k� jai 'fit'\'•'- "c HE 1 `s*Nit Fg'TYT R_ 0R •. 280e R ••• R. kit # __I • •L • ••• • -•t C: • is • - . .. •I • • • • •• • • • • • • ••r• •. • • • <11 U urn I- 0 • mze O ••4 • • 4 105 STREET oz z o N o Lf) F co U 3 a ., - S un cc aQ 0 00 `r] .r) Q 0 CC 0 J L_ vi Lil 0 O N � ♦8 Q • • • • •• • • • • • • 0 • • • • • • • • • • • • •••• • • • D • • • • •••• • STRUCTALL BUILDING SYSTEMS PANEL SPAN TABLES: 3" x 0,024 x 1 - LB EPS PANELS (OPEN STRUCTURES -EXPOSURE B) 3" x 0.024 x 1 - LB EPS PANELS (OPEN STRUCTURES -EXPOSURE C) WIND NET ULTIMATE MAX. ALLOWABLE SPAN (FT) WIND NET ULTIMATE MAX. ALLOWABLE SPAN (FT) SPEED LOAD (PSF)1 L/60 6 L/80 L/120 L/180 L/240 SPEED LOAD (PSF)1 L/60 6 L/80 L/120 L/180 L/240 110 23.03 17.22 15.68 13.36 11,64 110 27.96 15.63 14.51 12.20 10.47 120 27.41 15.73 14.63 12.32 10.59 120 33.28 14.05 13.47 11.15 9.43 130 39.06 12.73 12.50 10.19 8.47 130 32.16 14.34 13.67 11.36 9.63 140 37.30 13.09 12.78 10.47 8.74 140 45.30 11.62 11.61 9.30 7.58 150 42.82 12.03 11.95 9.64 7.92 150 52.00 10.68 10.79 8.48 6.75 160 48.72 11.11 11.18 8.87 7.14 160 59.16 9.86 10.01 7.70 5.98 180 61.66 10.15 9.76 7.46 5.73 180 74.88 9.16 8.60 6.29 4.57 MULTIPLY ULTIMATE LOADS BY 0.6 FOR ALLOWABLE LOADS 3" x 0,024 x 1 - LB EPS PANELS (ENCLOSED STRUCTURES -EXPOSURE B) WIND SPEED NET ULTIMATE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/60 6 L/80 L/120 L/180 L/240 110 18.62 18.98 16.96 14.64 12.92 120 22.25 17.46 15.90 13.58 11.86 130 25.99 16.35 14.95 12.63 10.91 140 30.23 14.91 14.05 11.74 10.01 150 34.61 13.71 13.23 10.92 9.19 160 39.43 12.66 12.45 10.14 8.42 180 49.99 11.22 11.03 8.72 7.00 3" x 0,024 x 1 - LB EPS PANELS (ENCLOSED STRUCTURES -EXPOSURE C) WIND SPEED NET ULTIMATE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/60 6 L/80 L/120 L/180 L/240 110 22.53 17.87 15.82 13.50 11.78 120 26.91 16.01 14.74 12.43 10.70 130 31.54 14.53 13.80 11.48 9.76 140 36.52 13.27 12.91 10.60 8.87 150 41.93 12.19 12.08 9.77 8.05 160 47.69 11.26 11.30 8.99 7.27 180 60.38 10.25 9.89 7.58 5.86 1 MULTIPLY ULTIMATE LOADS BY 0.6 FOR ALLOWABLE LOADS 3" x 0.024 x 1 - LB EPS PANELS (PARTIALLY ENCLOSED STRUCTURES) (EXPOSURE B) WIND NET ULTIMATE MAX. ALLOWABLE SPAN (FT) SPEED LOAD (PSF)1 110 27.28 L/60 6 L/80 L/120 15.87 14.66 L/180 12.35 L/240 10.62 (P " x 0,024 ' 1 - LB EPS PANELS ENCLOSED STRUCTURES) (EXPOSURE C) WIND NET ULTIMATE MAX. ALLOWABLE SPAN (FT) SPEED LOAD (PSF)1 L/60 A. L/80 /120 L/180 110 33.12 `1-4-.64 13.49 11.18 L/240 9.46 120 32.46 14.26 13.62 11.30 9.58 120 39.42 12.66 12.45 10.14 8.41 130 38.10 12.93 12.65 10.34 8.62 130 46.26 11.47 11.49 9.18 7,45 140 44.18 11,80 11.76 9,45 7.73 140 53.65 10.47 10.60 8.29 6.56 150 160 180 50.72 57.71 73.04 10.84 10.93 10.01 10.16 9.29 8.74 8.63 7.85 6.44 6.90 6.13 4.71 150 60 8.89 9,77 8.99 7.46 6.69 31-- 7.58 5.28 5,74 4.96 3.55 1 MULTIPLY ULTIMATE LOADS BY 0.6 FOR ALLOWABLE LOADS PRODUCT APPROVAL DETAILS: • BLDG CODE: 6TH EDITION FLORIDA BUILDING CODE (2017 FBC) LIMITS OF USE: FOR PATIO USE ONLY (RISK CATEGORY I). -CARPORTS -PATIO COVERS -SUNROOMS -SCREEN ENCLOSURES -CANOPIES -OTHER SIMILAR MINOR STRUCTURES Note 1. All product performance specifications and construction requirements shall be engineered by a licensed design professional in accordance with the Aluminum Design Manual, Specifications & Guidelines for Aluminum Structures, Washington, DC, for wind resistance in conformance to F 3C • • • Chapter 16 for Components and Cladding Loads, ASCE 7-10 Chapter 30 for Roof Components and • Cladding for Enclosed and Open Structures. Effective area for wind load calculations based one• ; • • • • • • 2. Span schedule show maximum roof panel spans between two sided clear supports as shown. • • • • • 3. Wind load design pressures in span tables are calculated in accordance to ASCE 7-10, Compoli is • • & Cladding loads as required in FBC Table 2002.4. Mean roof height of structure shall not extBed • • 15 feet above grade. Span tables for open structures based on 7.5° max. roof slope and used the avg. • • 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. sq. feet (absolute value of controlling design wind pressure is shown on span tables). of free flow and obstructed flow net pressure coefficients. Span tables for enclosed and partialy. • enclosed structures based on 27° max. and 7° roof slope, respectively. • • • •• • Each roof panel shall be connected per design professional's instructions, but may use min. per details shown on this dwg. at each support (or other approved connection by design professional) w/ min. 0.040" thick, 6063-T6 aluminum base metal. Edge panels shall be supported on min. three sides or per design professional's instructions. Details 1 & 2 are reflective of the boundary conditions utilized in the testing of panels as referenced in the test reports. Composite panels shall be constructed using type 3105-H154 aluminum facings, 1 or 2 PCF ASTM C-578 Imperial Foam & Insulation Manufacturing brand EPS adhered to aluminum facings with Morad M640 Series adhesive (by Rohm and Haas Company). Fabrication to be by Structall panel products only in accordance with approved fabrication methods. Structall roof panels maintain a UL 1715 (int) class 'B' (ext) rating and are NER-501 approved. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code 6th Edition (2017 FBC), composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and Chapter 26 Section 2603. All local building code amendments shall be adhered to as required. The designer shall determine by accepted engineering practice the design loads for site specific load conditions (including Load combinations) using the data from the loads tables and spans in this approval. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ. In HVHZ, this product shall be used in structures meeting the requirements of Section 1626.1, unless impact resistance in accordance to the HVHZ requirements are met. Safety factor of 2.0 has been use to develop allowable loads and spans from testing in accordance to the Guidelines for Aluminum Structures Part 1 and conforms to the FBC Chapter 16 and 20. Testing has been conducted in accordance to ASTM E72-05: Strength Test of Panels for Building Construction. Linear interpolation shall be allowed for figures within the tables shown. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include the strength of the fan beam to exceed shown figures as part of site -specific engineering. Reference test reports: Certified test reports STRL-002-03-01, STRL-002-03-02, STRL-004-03-01 by PRI-Construction Materials Technologies LLC. DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tampa, FL 33679 Tel: (813) 857-9955 Rev./Date Description ISSUED FOR PRODUCT /PJ VAL • • • • • • • • • •• • • • • •• • •• • • • • •• • • • • _I' ••< r •• • O ••4 ••••• ••W W ce co E �• dQ • Z U t) ce � 00 0 M LL g C c J U) D ce v mu- a.za_ L W W m ❑ ,5 a3 D 0 15 iiiQ-1 XW W LA 5 in oa< io 2 0 0E O J LL DRAWN BY: DYK CHECKED BY: DYK SCALE: AS SHOWN DATE: 10/19/16 No.49497 DO YEON KIM, PE j 8 FLA. REG. NUMBER 4949 7 i *,; 0DO\pu1' !f �QCIATES,1 •% 26 7 Tr741Trr-1-01t This item has beer electronically signed and sealed by Do Y. Kim, PE on this dame using a Digital Signature. Printed copies of this document, re not considered signed and sealed and the signature mus be verified on any electronic copies. 2017.092812:49'4-04'00' Fs Drawing No. -161027 SHEET 1 OF 2 HEIST STRUCTURE DETAIL 1 #10x4' S.M.S. W/ 1340 FENDER WASHER AND NEOPRENE GASKET @ 12' O.C. 3' COMPOSITE ROOF PANELS (EXTERIOR) 000000000�0000 000000Or)0 0000000000000000000000i)O O O O O C O O O O O O 0 O O O O O O n0�0�0 0� ()et:471 n_ n (INTERIOR) n n n HEADER/EAVE RAIL MIN. 3x2x0.045 DETAIL 2 SEAL JDINT WITH C❑NTINU❑US CAULKING ) O O O OHO O O O O (] O O O O O O O O O O 0 L )0000000000( �Q 00000N(100000 SLOPE ALUMINUM BOTTOM FACINGS CLEAR SPAN (L) INSIDE TO INSIDE BOTTOM FACINGS INTERL❑CKING CROSS SECTI❑N 4' MAX WIDTH INTERL❑CKING PANEL (1/4"/FT MIN SLOPE) EPS CORE 1LB ENGINEER OF RECORD TO PR❑VIDE ALL ROOF C❑NNECTI❑NS & SUPP❑RTING STRUCTURE DETAILS IN ADDITI❑N TO AND IN -LIEU OF DETAILS SHOWN. DETAIL 2 ❑.H. SEALANT #14x3¢' SMS W/ INTEGRAL 34'0 WASHER AND NEOPRENE GASKET @ 12' O.C. TOP 8. BOTTOM, ❑PTI❑NAL GUTTER OR DRIP CAP ADD THICKNESS OF 1 36' MAX IN FRONT & 25% WALL FOR TOTAL OF PANEL WIDTH @ SIDES PANEL SPAN: (12' MAX AT SIDES) 3" EPS ROOF PANEL/ SPAN DESCRIPTION 00 000 000 0000 _[10�0 r'10 94MAX. 14' FLASHING (CONT.) TUCK UNDER SHINGLED @ LEAST 6' EXTRUDED OR BRAKE -FORMED ROOF HEADER OR RECEIVING CHANNEL (0.044' MIN. THICKNESS) WITH MIN. 1W BEARING LEG. (1) Y40 x 2' LAG SCREW @ 24' D.C. ENTIRE LENGTH OF RECEIVING CHANNEL SECURE FASCIA TO EACH RAFTER TAIL W/ (1) Y40 x 4' LONG PAN HEAD LAG SCREWS BEFORE ATTACHING RECEIVING CHANNEL (❑R) SOFFIT SEALANT SLOPE 000 00000 0000000000 0 O 0 O OHO 0 #14x3¢' S.M.S. W/INTEGRAL 3'0 WASHER AND NEOPRENE GASKET@ 12' O.C., TOP & BOTTOM. IF CLEARANCE PROHIBITS INSTALLATION OF TOP FASTENERS USE #14x4' S.M.S. W/1Y4 0 FENDER WASHER AND NEOPRENE GASKET @ 12' O.C. DETAIL 1 • • .4 SOFFIT Y4 0 x 2W LONG WOOD LAG SCREW OR Y4 0 x 2Y4 LONG MASONRY ANCHORS @ 24' O.C. MAX. HOST STRUCTURE (MASONRY DR WOOD) DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tampa, FL 33679 Tel: (813) 857-9955 Rev./Date Description • • • • • 0 • • • • • • • • • • ISSUED FOR PRODUCT gliVAL 1••• • • • • • • • •• • • • • • 0900 • • Q III 40 • • • • • • • • • • •• • EXTRUDED DR BRAKE -FORMED ROOF HEADER OR RECEIVING CHANNEL (0.044' MIN. THICKNESS) WITH MIN. 1Ya' BEARING LEG. • • • • • • • • • • • •• • • • • •• • (n o Q rT C !_ 03 m U L0 ` (rl 65 r- ti (0 Cr) J w .O 0 1 • ••4 4 J 10 • w W w' • Y 0 0 u 20 a.• Za w w CO X W W o 0)l- Xa< c 0 o f 0 J IL •i DRAWN BY: DYK CHECKED BY: DYK SCALE: AS SHOWN DATE: 10/19/16 ,>)s Y. K o NS • •�CEF No. 49497 DO YEON KIM, P.k. * FLA. REG L103ER 194P E -3 ; ;f c i D b0 KIM l!&7A CIATS L '>� LLS This item has be* n electrotirealIN sigTk( and sealed by Do Y. Kim, PE m this date using a Digital Signature. Printe i copies of this document are not considered signed and sealed and the signature must be verified m any electronic copies. 2017.09.28 12:52.40 -04'00' Drawing No. -161027 SHEET 2 OF 2