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HomeMy WebLinkAbout3010 Victoria Glen Drv CEIVE p FEB 2 2016 D CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: G-- 1/Dl B. Documented Construction Value: $ Job Address: ILI 10 V i` ' 0' Ue_ Historic District: Yes No Parcel ID: 0600 Residential Commercial Type of Work: New Addition El Alteration Repair Demo Change of Use Move Description of Work: C>.-\ Y"' Plan Review Contact Person: 16 N Li r,- 1 Title: Phone: YO -6 7e -05700 Fax: y0-6713-5.SGo Email: fir aNin dl S oerlb-Fl. Com, Property Owner Information Name -So S e— Phone: 7 ( Q- Street: 301 OV 0. & l e^. b r, Resident of property? City, State Zip: 5an C r d, P I- 31-7 -7'5 Contractor Information Name 51/,Gte n Phone: O 7 ?Fj -05700 Street: 300 r_oral _k 9d. Fax: Y67'C >$ 5576 0 City, State Zip: A/,'Ylr fArk, Ft, 3'Z -7q'_- State License No.: 0 Architect/Engineer Information Name: M C44 -e'/ --VA'0 Street: 5_Zbb kT)ne_J.,1cl Phone: C/O 7-S72-1-3 3 o 0 Fax: y67— 72- ( - LZ.q L City, St, Zip: Or)n4 o 3 Z$ (I E-mail: al nti,- sir-ee., df'es n a Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building CodeRevised: June 30, 2015 Permit Application I ` q L NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. ature of Owner/Agent Date s0 5--2 101G./—'"n --'t— Print Owner/Agent's Name Q44_2hail 2/ I L Signature of Notary -State of Florida Dat Den*m Ruth Link NOTARY PUBLIC STATE OF FLORIDA Ctxnm# FF937222 019 Owner/Agent is PersoPlyno res 40r Produced ID Type of ID Y_ 2216 Si t urre Contra% //'Age Date lJ q V I't V Print Contractor/Agent's Name 0 tw I zh Signature oftaiy-State o Florida Date Doldm Lkk NOTARY PUBLIC STATE OF FLORIDA Cam* FF937222 Expires 812412019 / Contractor/Agent is LISeorsonally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads 1\1,_,X cr APPROVALS: ZONING: 2 T 3—Zp, Sr^tA. UTILITIES: COMMENTS: ENGINEERING: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application LIMITED POWER OF ATTORNEY DATE Z Z 2016 I hereby name and appoint ()o I/ ?-e v COQ o Of , bW in v 1.,,,, I u vol to be my lawful attorney In fact to act for me and apply to &i to 'o r A For a Building permit for work to be performed At a location as: Section Range Lot Block 3b I b Vill Township Subdivision 3 Address of Job) — r( n - Urs..e nv- A.PZ 3blDyj'40vla r-_l,aL. Owner of Property and address) and to sign my name and do all things necessary to this appointment. Timothy J. Orie SCC056770 Print name of certified contractor and license number Acknowledged: NotarIAUC State ( Sworn to alAd subscribed before me this day of , A.D. 20_ Seal) My Commission Expires: JESSIE SANTIAGO1PaYPUe:% Notary Public - State of Florida Q: t%Ay Camm. Expires Sep 2, 2017 Commission # FF 050565 Fax: 407.678-5560 MAIN OFFICE Toll Free: 1-600-247-6768 3005 Forsyth Road FL Lic. # SCCO56770 7 ® 'SUPERIOR Winter Park, Florida 32792 407) 678-0500 ALUMINUM INSTALLATIONS, INC. a Sales, Installation, Show Room Order No. Date is Primary Phone Secondary Phone 7/,5- q,,46 - R a zo This is a contract between Superior Aluminum Installations, Inc. and the Customer), who resides at 3010 U t t4lf i'& `9 - Referred By: 0J'e_ J 2 Zip "1 As used in this contract, the words seller, we, us, and our refer to Superior Aluminum Installations, Inc. and the words you, your and buyer refer to the Customer. Measurements and dimensions are approximate for purpose of determining price. All dimensions shown are intended to be exterior (outside) dimensions. Final dimensions are subject to modifications to conform to standard factory fabrication, engineering, and building code. We agree to furnish all labor and material necessary to install the following described: TYPE OF WORK TO BE DONE: C( 90 0 M ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUB- CONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CON- TRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER". FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THATYOU CONSULT AN ATTORNEY. FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND PAYMENT MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER THIS CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A LICENSED CONTRACTOR. FOR INFORMATION ABOUTTHE RECOVERY FUND AND FILING A CLAIM, CONTACTTHE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS: Division of Professions - Construction Industry Licensing Board • 1940 North Monroe Street, Tallahassee, FL 32399-1039, Phone: 850-487-1395 BUYER'S RIGHT TO CANCEL: FlomeownerThree Day Right To Cancel - If you do not want the goods arxl/or services as on itis signed rttra you may cancel this agreement by mailing a notice to the seller (Superior Aluminum Installations, In us ' dicate that you do not want the goods and/or services and must be postmarked before midnight of the third bu es ay, after .4s. ou s is agreement. TOTAL 2& 1 l ! e2j I 1/3 DEPOSIT WI110RDE7R - 8TERM/S: CASH or 1/3 ON LAYOUT ,,{{'' l v C CREDIT CARD / FINANCING 1/3 ON INSTALLATION TO INSTALLER O ONE YEAR MATERIAL AND WORKMANSHIP GUARANTEED If after going through the normal channel of operations, you are dissatisfied or have any unresolved problems, please call and ask for me personally at 407467-0768 Timothy Orie, President / Superior Aluminium Installations, Inc. THE INSTALLATION WILL BE COMPLETE ON OR ABOUT IT IS UNDERSTOOD BY YOU THAT THE FOLLOWING CONTINGENCIES COULD MATERIALLY CHANGE THE ESTIMATED COMPLETION DATE STATED ABOVE: CUSTOMER'S INABILITY TO OBTAIN OR QUALIFY FOR FINANCING; INCLEMENT WEATHER; STRIKES OR OTHER LABOR DISRUPTIONS; NON-AVAILABILITY OF MATERIALS; ENGINEERING; PERMITTING; ACTS OF GOD. BY SIGNING BELOW, YOU ACKNOWLEDGE THAT YOU OWN THE ABOVE PROPERTY AND THAT YOU AGREE TO ALL TERMS OF THIS CONTRACT. THIS CONTRACT IS SUBJECT TO FINAL APPROVAL OF SUPERIOR ALUMINUM INSTALLATIONS, INC. MANAGEMENT AND SUPERIOR ALUMINUM INSTALLATIONS, INC. RESERVES THE RIGHT TO CANCEL THIS CONTRACT AT ANYTIME PRI # TO START F WORK. Gate a)s- J _ Customer 2 . Sales Representam Custo r r REV 6/15 Page 1 of RESERVE AT LOCH LAKE HOMEOWNERS ASSOCIATION INC. ARCHITECTURAL REVIEW APPLICATION This form is to be completed by the homeowner and submitted to the Architectural Review Board (ARB) for appwal to comment of any work. Mail application to: Reserve at Loch Lake HOA, Inc. FirstSerrice Residential 385 Douglas Avenue, Suite 3350, Altamonte Springs, FL 32714 For additional information or assistance call: (407) 644 -MIO or Fax: (407) 644-6593 Email: amanda herxQfsresidential com Dinncn nrint Owner Property Address: Mail Address (if different): all required information C Dater Rq / cZ 01-5- Sanford, iJ Sanford, FL 32773 Agent (if applicable): Phone(s): (1i q--'Q'0`I0 Home ( ) Work &7}qj4'I$3% Cell Email Address: _ S1t SOti --731,3 1@-Ndkoz, Ccs DESCRIBE ADDITION, CHANGE or INSTALLATION (i.e.,cre=enclosurelandscaping, etc.) Attach a cony of Property Survey i;ndicatino where addition or installation is located SPECIFICATIONS: (attach copies of plans, estimates and pictures? Dimensions: Material(s): Color(s): Other Information: Requests and alterations must conform to all local zoning and building regulations. You are required to obtain required permits if your request is approved. FOR USE BY ARCHITECTURAL REVIEW BOARD Mgmt. Recd _/_J Forwarded To on To Owner _/,_/ ARB Comments V'PPROVED DENIED DateJ j2JUAL OAPPROVED DENIED Date:_/___/ f ill ll YIIW NIWi1 l' I N Application for Architectural Review I Owner(s) Name: () 3,5i rr'l Date: G` Property Address: _V 7 5 Mailing Address: Phone: Home Work c E -Mail Address: W 1 Describe changes, improvements or additions you desire to make to your property: If this change is not completed within 60 days, a new application and approval will be required. Submission of an ARC does not stop the violationprocess. Do not use this form to request an extension. Applications must be received at least days priorto a Board meeting for consideration atthemeeting. No work should begin prior to receiving written approval from the Board. It is the sole responsibility of the Homeowner(s) that the requested alterations conform to all local building codes and regulations. you are Boarequiredtoobtainallpermits, if the Board approves your applicati n. If your request is denied, you may appeal within 30 days directly to theBoardofDirectorsatascheduledBordmeeting. Signature of Homeowners 4"A l Date: Signature of Homeowner(s)- Q A _ n or` Date: o Submit this form along with a copy of your property survey or drawing with changes and any additionaldocumentation, brochures, estimates or photos to: FirstService Residential Manager: Amanda Herx 38S Douglas Ave, Ste. 3350 E -Mail: amanda.herx@fsresidential.com Altamonte Springs, FL 32714 Phone: (407) 644-0010, Ext. 7309 Below for ARC / Management Use y nly Approved/Denied: JA Signature Date: SCPA Parcel View: 10-20-30-514-0000-0600 1E. Property Record Card Parcel: 10-20-30-514-0000-0600 Owner: WILSON -MARTINEZ SHANNA A & MARTINEZ JOSE R JR Property Address: 3010 VICTORIA GLEN DR SANFORD, FL 32773 Parcel: 10-20-30-514-0000-0600 1 Property Address: 3010 VICTORIA GLEN DR Owner: WILSON -MARTINEZ SHANNA A & MARTINEZ JOSE R JR Mailing: 3010 VICTORIA GLEN DR SANFORD, FL 32773 Subdivision Name: RESERVE AT LOCH LAKE Tax District: SI-SANFORD Exemptions: 00 -HOMESTEAD (2016) DOR Use Code: 0103-TOWNHOME Value Summary Tax Amount without SOH: 2015 Tax Bill Amount Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Assessments 2,395.52 2,304.38 91.14 Legal Description 2016 Working Values 2015 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 132,735 128,066 Depredated E)(FT Value I RESERVE AT LOCH LAKE Land Value (Market) 30,000 30,000 Land Value Ag Just/Market Value Portability Adj 162,735 158,066 Save Our Homes Adj 0 4,478 Amendment 1 Adj Taxes Assessed Value 162,735 153,588 Tax Amount without SOH: 2015 Tax Bill Amount Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Assessments 2,395.52 2,304.38 91.14 Legal Description LOT 60 RESERVE AT LOCH LAKE PB 76 PGS 27 - 33 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 162,735 50,000 112,735 Schools 162,735 25,000 137,735 City Sanford 162,735 50,000 112,735 SJWM(Saint Johns Water Management) 162,735 50,000 112,735 County Bonds 162,735 50,000 112,735 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 11/1/2015 08593 1444 200,000. Yes Improved QUIT CLAIM DEED 11/1/2015 08583 0245 100 No Improved QUIT CLAIM DEED 10/1/2013 08149 0128 100 No Improved CORRECTIVE DEED 7/1/2013 08081 0528 100 No Improved SPECIAL WARRANTY DEED 5/1/2013 08045 0990 175,481 Yes Improved Find Comparable Sales within this Subdivision Land Method Frontage Depth Units Units Price Land Value http://www.scpafl.org/ParcelDetailInfo.aspx?PID=10203051400000600 Page 1 of 2 2/2/2016 9'-0" 1 X3 TO HOUSE 1 X3 TO 3X2 12" 8'-8" EXISTING HOUSE ATTACH TO WALL 12'-0" 77 0> 8>5> 2X3 REMP --'Mw5T'M cn U)55MZDpmF '' 2X3 C !7 05nDQcnO: v, © W N N W 00C rn N w w N Z O mo < m 0 8,$„ O SCREEN DOOR SCREEN O n fcn )>CD C w wO <-I0a0--j FOpDz(n- -I r-. jZ-nnOn=m 2X3 2X3 Doo;HTZ-09ca ZOOoOnmz 12„ OM--I 0 1X3. 1X3 c< _J_ D K m M z a to3.2.,3,-0„ 3,_2„ 0-04MMMZ0 O 10'-0" Z m N Z > D MOUNT TO EXISTING 4" CONCRETE SLAB DO NOT SCALE DRAWING TO INFER A DIMENSION NOT LABELED coXN 9'-0" 1 X3 TO HOUSE X 8'-0" 1X3 TO 3X2 12" 8'-8" In the event of a conflict in member sizes shown on the plans and the general notes, the contractor must utilize the more stringent member size requhements. 5u AH I EXTRUDED FASCIA IS ATTACHED TO 3" C CHANNEL IS O BLOCK STRUCURE WITHTTALUMINUMSCREENDESIGNT' INSULATED ROOF WITH #10 11' 6" 6" FROM EMNDS24" A CA&ITO 3T INSULATED ROOF WITH (6) 10/1 " 1 PER SIDE FROM ENDS 24" O.C. 2 HINGE EXTRUDED GUTTER IS ATTACHED 3" INSULATED ROOF WITH 910 1" 6" FROM ENDS 24" O.C. ROOF IS ATTACHED TO FRONT WALL WITH (4) #10 4" PER PANEL 2X2 POST .046 OR GREATER 2X3 FRONT WALL TOP PLATE HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP 1X3 IS ATTACHED TO FRONT WALL WITH #10 2" 6" FROM ENDS 24" O.C. CHAIR RAIL IS ATTACHED TO UPRIGHTS WITH EITHER BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 2", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP INSULATED ROOF IS ATTACHED TO UMIl'TUM STRUCTURE WITH #10 4" SIDE WALL TOP PLATE 1X3 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 2X3 SIDE WALL 2X3 CHAIR RAIL 1X3 IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4" TAPCONS 5" X 1/4" IF THRU PAVERS) 6" FROM ENDS 24" O.C. ALUUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON ALUMINUMSCREENDESIGN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 5200 VINELAND RD. @YAHOO.COM ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH r SUITE 250 HASBEEN DESIGNED IN ET THE REQS OF 2014 (5TH EDITION) PHONE #: 386-320-0256 OF THE FLORIDA BUILDING CODE OR OPEN AND SEMI -OPEN STRUCTURESS AND SHALL WITH SITAND ULTIMATE WIND ORLANDO, FL 32811 TO AFAX #: 888-923-8181 SPEEDS OFCONTRAHCTOR SHALLOFIELD VERIFYOMAIINL PLANS D 1IIv1ENS ONS PRIOR TOF TATERIALROOFHEIGHT, FACASE, OR OF 1.0, AN AND SNTR, RISKCOTIOCATEGORY 1. c E: 9 47509 PURCCONTRACTORSHALLNOTIFYTHEENGINEERIMMEDIATELYSHOULDSITECONDITIONSDIFFERFROMCONSTRUCTIONPLANS _ . CA#3 093 0 PRODUCT APPROVAL COVER SHEET CUSTOMER NAME: Martinez CUSTOMER ADDRESS: 3010 Victoria Glen Dr. MANUFACTURER PRODUCT FL. PRODUCT APPROVAL # Elite Insulated Roof FL7561-R3 Florida Building Code Online Page 1 of 2 Technical Representative Dan Cooke Address/Phone/Email 1801 NW 64th Street Ft. Lauderdale, FL 33309 954)491-3700 eliteaium@aol.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Do Kim, P.E. the Evaluation Report Florida License PE -49497 Quality Assurance Entity Quality Auditing -Institute Ltd. Quality Assurance Contract Expiration Date 11/30/2020 Validated By James L Buckner, P.E. at CBUCK Engineering 27 Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R3 COI Cert of Indeoendence.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCe... 7/9/2015 per+ DeparMj5jty BCIS Home Log In User Registration Hot Topics : Subnnt Surcharge Stats & Facts Pubhotions FBC Staff BCIS Site Map Links i search Busines, Professi l a Product Approval USER: Public User Regulation Product A22aWl MenU > Product or ADDIIUtron Search > Aoolcation List > Application Detail W33::17f:.. FL # FL7561-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 954) 949-3200 dk@dokimengineering.net Authorized Signature Do Kim dk@dokimengineering.net Technical Representative Dan Cooke Address/Phone/Email 1801 NW 64th Street Ft. Lauderdale, FL 33309 954)491-3700 eliteaium@aol.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Do Kim, P.E. the Evaluation Report Florida License PE -49497 Quality Assurance Entity Quality Auditing -Institute Ltd. Quality Assurance Contract Expiration Date 11/30/2020 Validated By James L Buckner, P.E. at CBUCK Engineering 27 Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R3 COI Cert of Indeoendence.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCe... 7/9/2015 Flprida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 2 Option B 04/30/2015 05/01/2015 05/10/2015 06/23/2015 Page 2 of 2 FL # Model, Number or Name Description 7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"x1lb EPS Composite Panel, Panels 3"/4"/6"x0.032x1lb EPS Composite Panel, 3"/4"/6"x0.024"x2lb EPS Composite Panel, 3"/4"/6"x0.030"x2lb EPS Composite Panel, Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7561 R3 II Elite FL7561-R3 2014 FBC Installation DwApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Verified By: Do Kim, P.E. PE 49497 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: In HVHZ, not to be used in structures considered Evaluation Reports living areas per FBC Section 1616 unless impact protection FL7561 R3 AE Elite Alum FL7561-R3 2014 FBC is provided. See installation drawing for nominal allowable Evaluation.Ddf design pressures and spans. Created by Independent Third Party: Yes sack Next Contact Us :: 1940 North Monroe Street. 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 emaits 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: SCdLLrIh:HF7R[tF http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCe... 7/9/2015 DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS Florida Board of Engineers Certificate of Authorization No. 26887 Product Evaluation Report Date: April 10, 2015 ReportNo.: FL# 7561-R3 Product Category: Roofing Product sub -category: Products Introduced as a Result of New Technology Product Name: EPS Foam Core w/ Aluminum Skin Composite Panels Manufacturer: Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 Phone: 800-421-0682 Scope: This product evaluation report issued by Do Kim and Associates, LLC and Do Kim, P.E. for Elite AIuminum Corporation 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 and 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, 5t' 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. Do Kim, P.E. FL #49497 4-25-15 P.O. Box 10039 813.857-9955 Tampa, FL 33679 dk@dokimengineering.net Sheet 1 of 3 Dc3 KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS Supporting Documents 1. Code Compliance a. The product assembly described herein has demonstrated compliance with the Florida Building Code 5w Edition (FBC), Section 1709.2. 2. Drawings: a. Drawing No. FL -1001 titled " EPS Foam Core Composite Panels", sheet 1-1, prepared by Do Kim and Associates, LLC., signed and sealed by Do Kim, P.E. 3. Testing a. Testing per ASTM E72-05 as performed by Hurricane Engineering & Testing, Inc. HETI), and reported in test report numbers HETI-05-1988, HETI-06-2104, HETI-06- 2066, HETI-06-2105, HETI-06-2067, HETI-05-1002, HETI-06-2107, HETI-05-1987, HETI-06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, HETI-05-1991, HETI- 06-2072, HETI-06-2073, HETI-06-2074, HETI-05-1996, HETI-05-1989, HETI-05-1993, HETI-05-1985, HETI-05-1995, HETI-05-1990, HETI-05-1997, HETI-05-2037, HETI- 05-2029, HETI-05-2039, HETI-05-2030, HETI-05-2041, HETI-05-2048, HETI-05-2036, HETI-05-2031, HETI-05-2038, HETI-05-2065, HETI-05-2040, HETI-05-2042. 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 Quality Auditing -Institute, LTD. (QAI Laboratories, LTD.) (FBC Organization #QUA7628). P.O. Box 10039 813.857-9955 Tampa, FL 33679 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 5`s Edition (FBC), Section 1709.2. 2. Large and small missile impact resistance has NOT been tested to or evaluated for in this approval. In HVHZ, this product shall be used in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVHZ requirements are met. 3. Each product listed above shall be installed in strict compliance with its respective Product 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 Evaluation and Limitations of Use. 5. Composite panels shall be constructed using type 3003-H154 aluminum facings, 1 or 2 PCF ASTM C-578 carpenter brand EPS adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in accordance with approved fabrication methods. 6. Elite roof panels maintain a UL 1715 (int) class `B' (ext) rating and are NER-501 approved. 7. This specification has been designed and shall be fabricated in accordance with the requirements of the FEC, 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. FL -1001. b. Allowable panel spans shall not exceed those listed in the tables of DWG. FL -1001. P.O. Box 10039 813.857-9955 Tampa, FL 33679 dk@dokimengineering.net Sheet 3 of 3 ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3' x O.OP 4 x 1- L B FPS PANFI S ALLOWABLE CLEAR SPAN CHARTS) NFT MAX. ALLOWABIE SPAN (F r) ALLOWABLE LOAD (PSF)t I I /An I I /12A I I i1Fn I /a4n 3' x 0,032 x 1 – LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 I L/BO I L/120 I L/1130 L/240 4' x 0.032 x 1 – LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALUWABLE LOAD (PSF)1 1 L/80 I L/IP0 I LVIeD v24e 6' x 0,032 x 1 – LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET I MAX. ALLOWABLE SPAN (FT) 3' x 0.0?4 x 2 – LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE 1.1,11 IdAL NO rl•5 1. Composite panels shall be constructed using q•pc 1003-1-1154 aluminum Ibciugs. I mr2 PCF AS'I M C-578 cmpcoter brand GPS adhere Io ulto unam litangs with Ashland Chemical 2112 0 0 150 grip. I•ablkaliun to be by Elite panel products only in aLvotdancc with apinoved rtabricatinn mclhads. 2. Llim uxd'panely naaintnio a 111, 1715 (1111) clasR'B' (cal) rating and arc Nrl(-501 appnr,cd. 3, 'Phis specilianion has been designed and Shull be Iitbncalud in accurdmxe %sills the rcyuirenteuts ullhe 1'lutid4 BuildingCode 5'" EJlian (FIS('), compnmle panels eungaly with ['hupler7 Suclrwt 720, Chapler8 Section BILI, ('lass A interior hmsh, and Chapter 26 Section 2603. All local building code amendments shall be adhered to as a4yuited. 4, the designershall dacnnnic by accepted engineering pmclice lice allowable loads tbrsite (pecalic Iliad conditions (including lu,nl comhinulions) using the Jaw Irnm the nllowmhle loads Tables alit] spans in this approval. 5. Dellection limits and ollo%%ahlc spans have been listed to meet FOC• including the IMI%. In I IVH%, This product shall he used in structures "not to be considered hving alms" pct Section 1616 unless Impact resistance In accordanLe to The I IVII/. n'l uirenttnts are incl. 6. Safety hlcuff o1`2.0 ha, bear use ul develop allowable loads and spans Ihun testing in acenulna'e to lite Liuidelines ror rllununum SuuL a •, Pa INL, n and amfw nu m the 1'BC C'huptcr 16 and 20. 7, Testing has been conducted in nccutilance to AS1 M 1;72-05: Strength lest orl'ancle lar Building Cunslruchun. 8. Itel'aence test repun, 111:1105.1988, I Ile'I'I-O6-21114, TIG IbI1G-2(X:6, I IE'1.1.06.2105, JILL1-06-2067. 111.11.05.1002. 111; I'1- 06.2107, III:1'i-OS-1937, Ill:l'I.OG•z069, HEI.1.06-2070, IIGII-TRr•2071, til:,r1.05.1994,111:1.1.05-1991.111:1'1-06.2072, Ill:l 1-06-2073,111:11-06-2074. IIIJI-05-1996, HF:I'I.OS-1939, HI:I I•US-1993, lili'r1.05.1985, IIGT I.OS-1995, 1990, 111: III:11.05-1997, 111;11.05.2037, Ilk 11-05.2029.111:II.05.2034, 111--TI.0.5'0311, IIIA -1-05-20-11. IIVl 1-05.2048, 11CI'I- 115-2016, 111:11-05-203 1, 111-11-05-2038, HIi 1 1-05-2065,111--l-1-05-2040, I Bit 1-05.2042. 9. Linear imcrpulation shall be Rlluwed Ibr figures within the tables shown, 10. Pmtels with Ihn beano shall be cutoidewd equi,alcnt In similar panels without lan beams. Design prulessiunals may include SEAL JOINT WITH CONTINUOUS CAULKING f 0000 000000 s 0000 00000( a.§ in n INrrRLDMING CROSS SCCTTIEW DRIP SLOPE I Lin P_O o o o o o r- Is EPS CORE ILB OR 2LB 0,,-0xOx0; 1 ALUMINUM BOTTOM ' I 00FACINGS000 CLEAR SPAN R) INSIDE TO O INSIDE 00--p.H—. 00Oo , 0O 36' MAX IN FRONT 6 25% ADD THICKNESS DF p OF PANEL 4113TH 2 SIDESWALLFORTOTALOO PANEL SPAN 00 112' MAX AT SIDCS) ENGINEER OF RECORD Ttl PROVIDE Flat ROOF CONNECTIONS 6 SUPPORTING STRUCTURE DETAIL BY THIS 07 ANY EITHER ENGINEER. EPS ROOF PANEL/ SPAN DESCRIPTION DO KIM A990CIATE9, LLC CONSULTING STRUCTURAL ENGINEERS P080 IW39 T -O., FI 3.xTa Tar 18131857-9355 M I6PPVRtWAL PRnOacr is AlrorORM7 5 cu moomla"&," rr1 IL' W (01'OA?Kae 18e 1ArI %Dale: APPROVAL JQ n > J (] W Of L < L) U z oDa UQw UU cc 0zZ 0LLQ O naLU o LL Nu. 1M(.EON .O, FIA, .Ma, lAl pN 2.81 eoF IDC 9TAi90PAe, FL 01110- \ fyq Coa - z 15 nim Drawing No. - FL -1001 SHEET I OF 1 J /V YYay111U11L I.AJUR' LaKe twlary, rL J6/40 • voice Stu/.oao./oi t • rax 4V /.loam./byt • sanapsurveyingtwgmatd.com Legal Description Lot 60, RESERVE AT LOCH LAKE, according to the plat thereof, as recorded In Plat Book 76, Page(s) 27 through 33, of the Public Records of Seminole County, FL. Community number. 120294 Panel: 0070 Suffix: FFLILM. Date: 9/28/2007 Flood Zone: X Date offield work: 11/06/2015 Completion Date. 11/06/2015 Certified to: Shanna Alisha Wilson -Martinez; Jose Ranson Martinez, Jr.; First Signature Title, Inc.; Old Republic National Title Insurance Company; FBC Mortgage, LLC, its successors and/or assigns. TRACT A MULTIPURPOSE EASEMENT FIR 1/2" 4937 6 2 OFF 8.0' 6' PVC FENCE 0)o 4 L6 0000 LOT 59 w w g 0 0 n O 04 N MIE-: LOT 100 FIR 1/2"/ AA.27 3'x3' 0.4 ON 0.3' OFF A/C N 10.0' : , 8.6' 2 j -j c. 0 CONC., • 6' PVC S 63'50'57" E be. , FENCE C I Easement 22.6' Water Meter E.O.P. JJ P.O.B.- Z w O O) E.O.W. O O 0) QU Liz 4 TWO STORY 17 CO 00 Z RESIDENCE M W w LOT 60 N %) O o ° jr) O N ( 0 o NN 10. N ZZ r1 rt rte. 1' r _ . l LOCA TION SKETCH ror To scale G4? 166 -4DI APPROVED PLANS rfr'' ' ENG. DEPT ok 4(> Irl JMn LOT 61 foowl jj r1Dt 16' x I& C,o rvle .fid NUMBER BEARING DISTANCE L1 P S 63'50'57" E 20.00' L1 M S 63'50'57" E 20.01' L2(P) S 63'50'57" E 20.00' L2(M) S 63'51'20" E 20.56 SCALE: 1"-- ff $4.2-:16-o", N Zoe. tilt io CONC. 5 DRIVEWAY to CONC. 0 - ---- " -' 'DRIVEWAY10' U.E. '- S 63'45'10 E 43.52'(M) FD N&D l s • S 63'50'57' E 43.46'(P) #4937 a' 20.5' : FiR 1/2" 1' CONC. RIBBON FIR 1/2- 4937 0 0 0 0 VICTORIA GLEN DRIVE VARIABLE WIDTH R/W (IMPROVED) - - TRACT A -MULTIPURPOSE EASEMENT o 0 0 N N T,FGRND 0.0- Wire Fence D.H. Drill Hole o-o- Wood Fence D.U.E. Drainage & Utility Easement mu - Overhead Utilities D/W Driveway 71P.P. Power Pole ESMT Easement lid W.M. Water Meter E.O.P. Edge of Pavement P.O.B.- Asphalt E.O.W. Edge of Water Block Wall ENCR Encroachment Brick/Pavers XXJOL' Existing Elevation Q Concrete F Field Covered Area FD Found P. 1. Centedine FD N&D Found Nall & Disk Q Central Angle/Delta F.C.M. Found Concrete Monument I- Line Break Not to Scale F.I.P. Found Iron Pipe A/C Air Conditioning F.I.R. Found Iron Rod B.R. Bearing Reference L Length B.M. Bench Mark L.B. Licensed Business CAN Cable Riser M Field Measured C Calculated M.H. Manhole C.L.F. Chain Link Fence N&D Nall & Disk CH Chord N.R. Non Radial C.B. Chord Bearing N.T.S. Not To Scale CONC. Concrete O.R. Official Records C.M. Concrete Monument O.R.B. Official Records Book D. Description or Deed PQ. Page D.B. Deed Book PVMT. Pavement Property Address: 3010 Victoria Glen Drive Lake Mary, FL 32746 FINED A T _ 1%J1A PII Q 13. Unless otherwise noted, good W.C. Witness Comer L i Information provided by others. P.R.M. Permanent Reference Monument 1. Legal description provided by others. 14. Septic tank and/or draingeld locations P .. Plat 2. The lands shown hereon were not abstracted are approximateland MUST be verified by P. B. Plat Book for easements orotherrecorded encumbrances appropriate utility location companies. P. E. Pool Equipment not shown on the plat unless specifically noted. 15. The closure of structures may not be P.O.B.- Point of Beginning 3. Underground portions of footings, foundations precise due to building imperfections P.O.C. Point of Commencement or other improvements were not located. and decorative finishes. P.C.C. Point of Compound Curve 4. Wall ties are to the face of the wall. 16. Pools and/or patios may be drawn as an 5. Only visible encroachments located. approximation and not fully dimensionedP.C. Point of Curvature 6. No Identification found on property comers due to Irregular shape. P. 1. Point of Intersection unless noted. 17. Fence locations along property line may be P.R.C. Point of Reverse Curvature 7. Dimensions shown are plat and measured exaggerated for clarity. P.T. Point of Tangency unless otherwise noted. 18. The nature, extent or existence of riparian P.O.L. Point on Una 8. This is a BOUNDARY SURVEY unless rights is not addressed hereon. - Red Radius (Radial) otherwise noted. 19. This survey meets all applicable accuracy R. Record 9. Not valid unless sealed with the signin requirements. R/W Right of Way surveyors embossed seal. 20. is survey meets or exceeds the Minimum S.I.R. Set Iron Rod & Cap 10. Where plat or deed bearing entical to echntcal Standards p ated by the Florida S/W Sidewalk measured, this shall sere as the basis of Board of Protesslon Land Surveyors, 5J•17, of T/S/R Township/Section/Range bearings, unless not therwise. 11• All linesarenotredial unl a otherwise noted. the Admini live Code, Section 473.027, Flo daStatules. TEL Telephone Facilities 12. Recertification does not I icate an up T.O.B. Top of Bank t hereby, that thk survey Is tore and t re ntatlon o/a s ey prepared under my direction. TX Transformer TYR Typical n J U.E. Utility Easement W.F.Wood Fence W.C. Witness Comer L i REQUIRED lliilSPECTION SEQUENCE BP# 6 - 40 r BUILDING PERMIT ; 1!'><in Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) REVISED: June 2014 Address: E+ LECTRICXL PERM IT Min I Max Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min .Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final IME CHAMCAL tPE-PJVHT Min Max Inspection Description Mechanical Rough Mechanical Final Min Max Inspection Demi tion Gas Underground Gas Rough Gas Final