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85 SIMMONS RD - ROOF r\_I`1. , "r• Jih O'' `� CITY OF ATLANTIC BEACH :. 111 ---- It, --....:-.. .f 800 SEMINOLE ROAD _-..fir, .. '. - �, �� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 ROOF PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 17-ROOF-2938 Job Type: ROOF PERMIT Description: METAL ROOF OVER SHINGLES Estimated Value: $9,000.00 Issue Date: 1/12/2017 Expiration Date: 7/11/2017 PROPERTY ADDRESS: Address: 85 SIMMONS RD RE Number: 172167-0000 PROPERTY OWNER: Name: JARAUSCH, JAMIE R Address: 85 SIMMONS RD GENERAL CONTRACTOR INFORMATION: Name: NSL CONSTRUCTION LTD. CO. , CCC1329732 Address: 4319 Pathwood WAY Phone: 904-866-7708 FEES: PLAN CHECK FEES $47.50 BUILDING PERMIT FEE $95.00 STATE DCA SURCHARGE $2.00 STATE DBPR SURCHARGE $2.00 Total Payments: $146.50 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach APPLICATION NUMBER ,!11.-A---.4 Building Department (To be assigned by the Building Department.) Ir. 800 Seminole Roadft . Atlantic Beach, Florida 32233-5445 13 Roo - Z Phone(904)247-5826 • Fax(904)247-5845 o;tt�r E-mail: building-dept@coab.us Date routed: 1 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 86 .iA,Itv o,vS Department review required Yes No ilding.) Applicant: MSL C_©N gTROe_T(O Manning &Zoning Tree Administrator Project: I V G-r -c RooF ©Ve_t_ Public Works Public Utilities S 64-t NC-1..L€ S Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ( Denied. (Circle one.) Comments:'n/a 1 a a,eI 'je Q / 4 0 SQ i,�I BUILDING I e /A ,y`-S r[� a PLANNING &ZONING Reviewed by: /44 Date: F f-17 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05/14/09 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach,FL 32233 Office(904)247-5826 Fax(904)247-5845 . ,' - R O O F' — 3s Job Address: �p rr�� 5 ,) YI1 (Y10 As At-0. 3z2 3 3 Permit Number:Legal Description R_ k•6 `r1 Z.$ 27 E L g 6Y--q J Parcel# l'z '" 1 c. -0 Floor Area of Sq.Ft. Sq.Ft Valuation of Work$ 9 OOD Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) circle one): Commercial Res tial If an existing structure,Product uris a fire spr., , %yr,� installed?(Circle one): No N/A Fmulrple products usval e pr,,-.'I-, . _ - ��I /Y• ,' oval ",m Describe in detail the type of work to be pgrformed: r 3 F—O`=' (VCR--i�-- & ',i;Sri 'P.-cc) z 1=' �pGLEcl i N ^l cC F3 (,vg 1- tic SC Y(S A -- 1 b`' tic. Proper Owner Information: Name: A WA; `IA ' Ct1 Address: O g s' Si yU'N 4 City ►j.. , _a ' C. '., a State f1.Zipp24Phone E-Mail or ax ' (a,tional) ._ Contractor Information; r p. � Company Name: 1 `Of�k d g Agent: s(�f/t 1 V V PO 7 Address:�3 A - r f-t Ulf'a 01 City k atsj‘rt ct 11 a State tr Zip ,4z-el ! Office Pho Job Site/ContactNumber 4 70Fax# State Certification/Registration# Ca C 13 Len 3 4 EngiArchneer's Name&PhonePho # 04 _�� �� Pe Engineer's Name&Phone# C Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is herebyunsde to obtain a permit to do the work and instillations as indicated 1 artily that no nark or installation has coninrinced prior to the issuance ofa permit and that all nark will be performed to meet die standards ofall laws regulating construction in this j,risdicbac. Tbia permit become null and wild if work is not commenced within six(6)months,or ifconstruedon or work is suspended or abandoned Bra period ofsa((6)monde at anytime alter work is commenced I understand that separate permits mast be secured Br Electrical Work,Plumbing Sims Wells,Pools,Furnaces,Boilers,Haters Tanks and Air Conditioners etc. 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 YO1JR NOTICE OF COMMENCEMENT. I hereby certify that I bale read and examined this application and know the same to be true and correct Ail provisions oflaws and ordinances gowning this type of work will be complied with whether specified heroin or not. The ..,tong of a permit does not osmium to giro authority to violate or cancel the provisions ofany other lidera!,state,or local law regulating ,,•performance ofconstrucdo i. C Signature of Own , Signature of Contractors Print Name __.. %_Qj._ .(.C (� i __.._._ Print Name , r1 l/ - Sworn to and suWajbect bel me Sworn subacn before me 20 Cf:' this�Day of r'V .l?s6 (L .20 16 this. Dray of fir\ Notary Public r Notary Public Re.' 0 .26.10 .(..)1z,„)--- ,.1 v ( o��p."'e; SIDICK OUEDRAOGO >�,. ':' , '°' n . �1. c Notary Public-State of Florida .� y .. TONI GINDLESPERGER • „•- IA'. :b: 1; N• ii .�; My Comm.Expires May 7,2018 ',: ,- ;,: SfC041i�11SSICNtFF924951 •',;F.......... c.0to� Commission #FF 120769• ',.:oa EXPIRES:October 6,2019 4 ,,,,,,,,,, 1 u F°P' 6c1dsd?hrd Notary Public Underwriters ,....- - C- 1 KUHN ENGINEERING [STRUCTURAL ENGINEERING] Certificate of Authorization #30464 Product Evaluation Report Min. 26 Ga. 5V Crimp Panel over 7/16" OSB Florida Product Approval# 19994.1 Florida Building Code 2014 (5th Edition) Per Rule 61G20-3 Method: 1-D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) Zone: Non HVHZ Product Manufacturer: 1St Coast Metal Roofing Supply 186 State Road 207 P.O. Box 177 East Palatka, FL 32131 ,,, ��, tat- S. Izt Engineer Evaluator: �G EN • '. Daniel S. Kuhn, P.E. S SF ? Kuhn Engineering, LLC. =*'' No. 75519 •_ FL PE#75519 FL Evaluation ANE ID: 10743 :13'. STATE OF :Q: Validator: ; S; •.•• O O •'\i.` Locke Bowden, P.E., FL#49704 '� /ONAL ENG``.• 9450 Alysbury Place '�o f,......., Montgomery,AL 36117 0`7 /9/2.0/� Contents: Evaluation Report: Pages 1-4 KUHN ENGINEERING [STRUCTURAL ENGINEERING) Panel Description: 5V Crimp Roof Panel through fastened roof panel over min. 7/16" OSB. Non-structural application. Material: Description: Minimum 26 Ga.,Galvalume 50 ksi Steel (Optional Paint Finish) Steel Grade: Min. Grade 50 Thickness: 26 Ga. Minimum Width: 24" (Coverage) Rib Height: 3/8" Major Rib with Purlin Bearing Leg Corrosion Resistance: Panel material shall comply with FBC 2014,Sec. 1507.4.3. Panel Seam: Lap sealant must be used for slopes less than 3:12 Panel Rollformer:Cidan Machinery, Inc. Substrate: Minimum 7/16"OSB. Minimum 15/32"thick Plywood may be substituted for OSB board. Fastener: #9-15 X 1-1/2"Woodbinder ST-XL HWH w/sealer washer or approved equal. 1/4" minimum penetration through OSB. Corrosion Resistance: Per FBC 2014,Sec. 1506.6 and 1507.4.4 Sheathing Descriptions: Minimum 7/16" OSB. Minimum 15/32"thick Plywood may be substituted for OSB board. Substrate: Structural framing must be spaced at 24"o.c. maximum in accordance with FBC 2014. Design of structural framing is outside the scope of this report. Fastener: Must be designed in accordance with FBC 2014.Sheathing attachment/nailing pattern are outside the scope of this report. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Requirements Minimum Slope Minimum slope 1/2:12 and shall comply with FBC 2014,Sec. 1507.4.2 Range: and 1504.7,as well as in accordance with Manufacturer's recommendations. Underlayment: Shall comply with Florida Building Code 2014,Sec. 1507.4.5.1 and 1507.4.5.2. Kuhn Engineering, LLC. 954.552.4500 FL#19994.1 www.KuhnEngineering.com info@KuhnEngineering.com Page 1 of 4 KUHN ENGINEERING [STRUCTURAL ENGINEERINGJ Compliance The product as described in this report has demonstrated compliance Statement: with the FBC 2014(5th Edition), Sec. 1504.3.2 and 1504.7. Installation: Install as per manufacturer's installation instructions and recommended details. Refer to Table"A" below for fastener pattern and spacing. Table"A" Type 1 Fastener Type 2 Fastener Maximum Total Uplift Design -52.5 psf• 63.5 psf' Pressures: Fastener Pattern: One side of rib Both sides of rib Fastener Spacing(max.): 16"oc 24"o.c. *Allowable(ASD)Design Pressure Includes a FS=2.0 Installation over Existing Shingles(Optional): AG panel may be installed over a single layer of existing roof shingles in accordance with the standards listed in FBC 2014,Section 1510.3. Attach panels directly over existing shingles and fasten into the decking material with a minimum 1/2" penetration through plywood.All five items listed under Sec. 1510.3 must be checked and verified. Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the FBC 2014 for roof cladding wind loads.These component wind loads for roof cladding are compared to the allowable pressures listed above.The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover.Support framing must be in compliance with FBC 2014(5th edition). Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the FBC, as relates to Rule 61G20-3.001. Limitations and Conditions of Use: 1. Scope of"Limitations and Conditions of use"for this evaluation: This evaluation report for"Optional Statewide Approvals"contains technical documentation,specifications and installation method(s), which include"Limitations and Conditions of Use"throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004,the Florida Building Commission is the authority to approve products under "Optional Statewide Approval". Kuhn Engineering, LLC. 954.552.4500 Flit 19994.1 www.KuhnEngineering.com info@KuhnEngineering.com Page 2 of 4 I KUHN ENGINEERING [STRUCTURAL ENGINEERING) 2. Option for application outside"Limitations and Conditions of Use": Rule 61G20-3.005(1) allows engineering analysis for"project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code".Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. 3. This product is not for use in the High Velocity Hurricane Zone sections. Performance Standards: The product has been tested in accordance with: • UL 580-06—Test for Uplift Resistance of Roof Assemblies • UL1897-04—Uplift Test for Roof Covering Systems Reference Data: Tests performed by Force Engineering&Testing, Inc. (FBC Organization#TST-5328): • UL 580-06—Test for Uplift Resistance of Roof Assemblies Test report No.99-0284T-15A, B(Dated 12/14/15) • UL 1897-04—Uplift Test for Roof Covering Systems Test report No.99-0284T-15A, B(Dated 12/14/15) • TAS 125-03—Standards for Metal Roofing Systems Test report No. 99-0284T-15A, B(Dated 12/14/15) Certificate of Independence by: • Daniel S. Kuhn, P.E. (FL#75519)at Kuhn Engineering, LLC. (FBC Organization#ANE ID: 10743) Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Kuhn Engineering, LLC. 954.552.4500 FL#19994.1 www.KuhnEngineering.com info@KuhnEngineering.com Page 3 of 4 KUHN ENGINEERING [STRUCTURAL ENGINEERING: Min. 26 GA. 5V Crimp Panel Load Table Over 7/16" OSB Building having a Roof Mean Height 20'-0"; Roof Slope 1/2:12—6:12 Gable Roof Wind Speeds 100-140 mph, Exp. C, Risk Category II, based on FBC 2014 26 GA.5V CRIMP PANEL FASTENER SPACING WIND SPEED(mph) 100 110 120 130 <140 ZONE FASTENER SUBSTRATE ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPACING SPACING SPACING SPACING SPACING ZONE 1 #9-15 X 1-1/2" 7/16"OSB 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 ZONE 2 #9-15 X 1-1/2" 7/16"OSB 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 ZONE 3 #9-15 X 1-1/2" 7/16"OSB 16"TYPE 1 16"TYPE 1 16"TYPE 1 24"TYPE 2 N/A Notes: 1) Panel Description: 5V Crimp panel, Min. 26 Ga., 3/8"tall major ribs with purlin bearing leg, 24" coverage 2) Panel Fastener:#9-15 x 1-1/2"Woodbinder ST-XL HWH w/sealer washer(or equivalent). 3) Panel Rollformer:Cidan Machinery, Inc. 4) Maximum Allowable Panel Uplift Pressures based on UL 580/UL 1897 testing by Force Engineering Test report#99-0284T-15A, B: 52.5 psf at 16"oc Type 1 Fastener Pattern 63.5 psf at 24"oc Type 2 Fastener Pattern 5)Substrate: Minimum 7/16"thick OSB 6)Substrate Option: Minimum 15/32"thick Plywood can be substituted for OSB board. 7) Existing Shingles (Optional): Panels may be attached over single layer of existing shingles as per requirements listed in this report. 26 GA 5V CRIMP PANEL 19.15 X 1.112-WOOOBINOER ST-XL HWH w/ 7116'ON WASHER(OR EQUIVALENT)SPACED AT 16"oc (OR 15/32'PLYWOOD) TYPE 1 FASTENER PATTERN 26 GA 5V CRIMP PANEL 09.15 X 1-vr WOOOBINDER ST-XL HWH w/ 7/16"OSB WASHER(OR EQUIVALENT)SPACED AT 24"oc (OR 15/3?PLYWOOD) TYPE 2 FASTENER PATTERN Kuhn Engineering, LLC. 954.552.4500 FLU 19994.1 www.KuhnEngineering.com info@KuhnEngineering.com Page 4 of 4 Doc # 2017007584 , OR BK 17840 Page 280, Number Pages: 1 , Recorded 01/11/2017 at 08 :34 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10 .00 NOTICE OF COMMENCEMENT State of Tax Folio No. County of ""e5-1,t,VA-L_. To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Address of property being improved: Vs. C, \\-'J0 e General description of improvements: Owner:_Wall e oO V I Address: OS ri Mta2+a. Epoch R- 3243 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: (� Contractor: 6 L. poocI nl or) " 5'�•�c1 '1 O,� ��"C- V t Address: '2.�'I l )A{{ ,!14Tic. &v --4=r-27g Telephone No.: 70q- 9,6'6 -7 7 9 ax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER/ , Signed: , , Date: i i I i II "6 Before s this, 1 day of afC_C✓ R- j_in the County of Duval,State Of Florida,has personally appeared 3A ry I G_ re__. -31120m 5Cii4 Notary Public at Large,State of Florida,County of Duval. `ov- P"&e% SIDICK OUEDRAOGO , I ��. 4 =?: •."= Notary Public•State of Florida My commission expires:j1/1Y '1 A 2.C.)I = I � � My Comm.Expires May 7,2018 0 Personally Known: or Produced Identification: F` 7 L j h ,b- Lt 3h )7 -- ' O- O 1 '•f o.��;P�' Commission a FF 120769 I