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ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 09/11/2018 Permit Number: Ct7UNTY` F L 4 R 1 b A - Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: Roof PROPOSED IMPROVEMENT LOCATION: Address: 2812 Eagles Nest Way Legal Description: Eagles Retreat at Savannah Club Phase 2 BLK 62 LOT 39 Property Tax ID #: 3424-702-0158-000-8 Lot No. 39 Site Plan Name: Block No. 62 Project Name: Huefner Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: Remove existing roof down to deck. Renail deck, install new underlayment, new skylight and new asphalt shingles. CONSTRUCTION INFORMATION: Additional work toff or1:1 Y: me un ec a er this permit — c a LiIHVAC GasTank Gas Piping _Shutters Windows/Doors Electric E Plumbing OSpriniders E t5enerator Roof ��� Roof pitch Total Sq. Ft of Construction: 2938 Cost of Construction: $ 103.30.00 OWNER/LESSEE: NameThomas G Huefner 5Ft. of First Floor: _ UtiiitiestSewer 0Septic Address: 2812 Eagles Nest Way City: Port St Lucie State: FL Zip Code: 34952 Fax: Phone No. 7723367700 E -Mail: Fill in fee simple Title Holder on next page ( if different from the Owner listed above) Building Height: CONTRACTOR: Name: Larry Mcdonald Company: Southeast General Contractors Group Address: 10380 SW 'Village Center Dr #232 City: Fort St Lucie State: FL Zip Code: 34987 Fax: 8777560007 Phone No. 8774073535 E -Mail: LMCDONALD@SOUTHEASTCONTRACTING.COM State or County License: CCC1330002 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: � Not Applicable MORTGAGE COMPANY: Not Applicable Name:_ Name: � Address, rY Address: v City:. State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: � Not Applicable BONDING COMPANY: Not Applicable Name: Name; AddreS5:1038D SW VilEage Center Dr #232 Address: City: City: Zip: Phone: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated_ I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association bylaws rules, or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use 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 jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recordingour Notice of Commencement. Sig ture of Contractor/License Halder Sign ture of Owner/ Lessee/Contractor as Agent for Owner STATE OF FLORIDA STATE OF FLORIDA COUNTY OFsrLucle COUNTY OFStLucie The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this 11 day of September ZQ_ by this 11 day of Selatember 20_ by LArty Mcdanald Lang Mcdonald Name of person making statement Name of person making statement Personally Known x OR Produced Identification Personally Known x OR Produced Identification Type of Identification Type of Identification Produced Produced (Signature of Notary Public- State �lAL1NEROpRi.UEZyAZQU (Signature of Notary Public- State �c►i;'�ICgr�idaldl►LINERppRIGU EZyAZ(�E2 2g;$sPleq%da #FF209129 ��C4M�IIS8I4N A FF 24912 Commission Na. * S�:a }(PIRES:Ma}r 016,2419 �"-aT Servic #FF2fl9129 # MY CtiMMIS51pl~I f FF 209129 Commission No. (S�ll')oRES:May i6,2p19 r f��Of ne`OY BBondedd Thru Budget Notary �f1F FL s p� fL�� kwkwihTll Bill N6iary SBiYIC@S REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. 8/2/17 SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: � Not Applicable MORTGAGE COMPANY: Not Applicable Name:_ Name: � Address, rY Address: v City:. State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: � Not Applicable BONDING COMPANY: Not Applicable Name: Name; AddreS5:1038D SW VilEage Center Dr #232 Address: City: City: Zip: Phone: Zip: Phone: m e QJ Q E O O . y coJ� a i7 E- � C4 OL C.0 CLLO ('6 z' O lA N M CD a, J ll. LL L a (D � N a IL` � w L) cad a -� c6 � d Q Y "f3 L CD w aNi L W+ � a G a oa rn (D v v � rn c a a a Q p L H G 0 U L C] O O 6 a O L a CL 3 c a C7 C9 w a o 0 0IL c aCi �rn y U G G 10 w o O O o 7 LL m f! co A LL [, Permit No. State of Florida, Conte of St.. Lucie The Undersigned hereby gives notice that improvement wil be as& to certj& rad ptvpeM. and in accordance with Chapter 713, Florida Statutes, the following informatian is pnni&14 is tkis N of Canunencement. Legal Description of property and address if available E&Aloes 9eh-ea A} , gnns6 �" �� 6 rt j B L 2 Let C2 - - General description of improvements Owner/lessee Address - o28%6qq Interest in property: Fee Simple Title bolder (if other than owner) 0 z Address Contractor ���� �(IMAQ in(r.._. Phone #SrTr{ -401-3535 U a 2 u �' a o Address (3 #232 "k -1" 54499 Fax # S51 -156-0001N � Surety Phone # LL N 0 O SO Address Fax # W N N o o Amount of Bond -Z 4 o S, a �Utiti Lender Phone # uTW1 co ui ? Address Fax # w Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as 04JMW ' 0 by Section 71313 (a) 7., Florida Statues: 1 Name Phone # Address Fax # In addition to himself, owner designates of Phone # Fax # to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. Expiration date of notice of commencement is one year from the date of recording unless a different date is specified. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE E"rRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMEN'T'S UNDER CH.713.13, F.S., AND CAN 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 rNSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCMENT. or Owner's or OLAIngA Signatory's TitIelOffice State of Florida, County of ' �r- Lucie, _ Acknowledged before me this _ 1}{h, _, day of Ze 20 { g , by _ who is personally known to me or who bas producedR Af, 6 Q rZ o as Identification. Ulm 1k0dAAAUt?- Signature of Notary Type or PrWName of Notary (Seal) Title: Notary Public Commission Number .zp��r'°{% IDALINERODRIGUEZVAZWU ** MY COMMISSION,i FF 209129 "Ole 4e EXPIRES: May 15, 2019 rof FLOE Banded ihN 90dget Notary SerVIC% Michelle Franklin, CFA-- Saint Lucie County Property Appraiser --All rights reserved. Property Identification Site Address: Parcel ID: Account #: M.ap ID: Use Type: Zoning City/County: Ownership Thomas G Huefner Lorraine Huefacr 2812 Eagles Nest Way Port St Lucie, FL 34952 Legal Description EAGLE'S RETREAT AT SAVANNA CLUB PHASE 2 (PB 43-21) BLK 62 LOT 39 (OR 2908-918) Current Values .lust/Market Value: $98,600 Assessed Value: $77,030 Exemptions: $50,000 Taxable Value: $27,030 Taxes for this parcel: SLC Tax Collector's Office Download TRIM for this parcel: Download PDF 12 2812 Eagles Nest WAY 3424-702-0158-000-8 155512 341245 0200 Saint Lucie County TotallAreas Finished/Under Air (SF): 1,511 Gross Area (SF): 2,447 Land Size (acres): 0.15 Land Size (SF): 6,360 This information is believed to be correct at this time but it is subject to change and is not warranted. ® Copyright 2018 Saint Lucie County Property Appraiser. All rights reserved. 10380 SW Village Center Drive - 232 Office: (877)407-3535 toPort St. Lucie, FL 34987 Fax: (877) 756-0007 CONTRACT www.southeastcontracting.com Southeast General CGC060247 • CCC1330002 cootnCtsrs tiwup, loc. PROPOSAL SUBMITTED TO: Date:-" �t +'- f c Job Name: Customer' iao/�r3 Job Location: . 2, �i c- gSSl E S Nc Si' Phone:. 77A- 3,:F&--7 7 6o Email: /' I JOB DESCRIPTION: Remove existing roofing and install new asphalt shingIe Shingle Color:—v - ZZ:iK/- x-IA4 y Drip Edge Color: i ATLAS PRISTINE PINNICLE: • Provide roofing permit • Provide trash removal to a legal off-site facility • Remove existing roofing down to the wood deck • Replace all bad decking (,_3sheets included additional sheets billed at $80.00 each) • Re -nail deck as required by Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.) • Install ATLAS Summit 60 underlayment • Install all new valley metal 16" 26ga set in plastic roofing cement. (if required) • Install new drip edge 3" x 3" aluminum • Install new Low Profile Ridge Vent/Cobra Ridge Vent X • Install new exhaust vents (Galvanized) and lead boots • Install ATLAS PINNACLE STARTER SHINGLE • Install ATLAS PINNACLE PRISTINE PRO -CUT • Install ATLAS PRISTINE LIFETIME 130 MPH SCOTCH GUARD UPGRADE PRODUCTS: SHINGLE $ • Install Atlas Gorilla Guard Spec 30 Engineered Underlayment (#30 felt) $ • Install ATLAS Weather Master SA underlayment in valleys and eaves $ �+ • Install ATLAS Weather Master SA underlayment on entire deck $ v o • (Recommended) Qualifies as a Secondary Water Resistance (SWR): SWR (also called Sealed Roof Deck) Self -adhering polymer modified -bitumen roofing underlayment applied directly to the sheathing or foam adhesive SWR barrier (not foamed -on insulation) applied as a supplemental means to protect the dwelling from water intrusion in the event of roof covering loss. Notes: FLAT ROOF: - • Provide roofing permit 1 Install ISO board with #12 fasteners and 3" insulation plates $ • Provide trash removal to a legal oft• -site faci ' y 1 Install CERTAINTEED FLINTLASTIC - SA NAIL BASE • Remove existing roofing down to the woo de nstall CERTAINTEED FLINTLASTIC — SA CAP SHEET • Replace all bad decking ( )sheets inciu d a dition sheets bi ed nstall new primed drip edge 3"x3" aluminum with Matrix" 201 Premium at $80.00 each) S Flashing Cement (COLOR WHITE) • Re -nail deck as required by Hurricane itigat Retrofit M nuei nstall new metal 16" - 26ga set in Matrix" 201 Premium SBS Flashing (Based on 553.844 F.S.) Cement at sloop roof tie-in Notes: ,✓ WIND MITIGATION: e o an additional fe NOT INCLUDED: ADDITIONAL ITEMS:' Gutters Plywood: ...................................................... Cost $80.00 per sheet labor and materia , Metal fascia trim Fascia: ........................................................... Cost $18.80 l/f labor anl n al a+�+� Metal roof structures Second layer removal: ................................ Cost $28.00 per square Satellite dish removal or replacement Chimney flashing: ...................................... Cost $225.00 plus stucco if required at $37.50 per sll Screens and screen enclosures Flashing, step, counter or base; ................. Cost $17.25 llf labor and material Solar heater removal or replacement Gutter removal :........................................... Cost $ .50 Skylights Rafter tail repairs: ....................................... t.$1 8-89-eacf I j Truss repair Skylight replacement and flashing:........ Cost Priming and painting Stucco repair ............................................... Cost $37.50 per square foot GENERAL TERMS AND CONDITIONS Change orders, contractor may accept a "change order" to the pians, specifications or equipment. In addition, the total price increased or decreased to reflect the change, and the same shall be iii writing and signed by the owner and Contractor. Any increase to the contract price shall be paid by the Owner upon ordering the workcallcd fat in such "change order" or upon execution ofthe change order as required by she contractor. She Owner is responsible for removing personal items, plants, vehicles, etc from the work area - F3 sting gutters wall be removed or detached to allow for the installation ofthe new roofing system. Contrtctarwill attempt to save the gutters however in the event they are damaged the Owner accepts fill responsibility for said gutters. `the Owner is responsible for the removal and re -installation of anysatellite dishes. (The satellite dish may need to be re -calibrated at owners expense) Customer authorizes the contractor and the material supply companies access to the property. Customer accepts full responsibility for am sudoreseen damage to the wAs, driveway, septic tank, and drain held, landscaping etc- to the property exceps for the following: Due to the rising cost in labor and materials the Owgter agree to allow the Cuntracior to submit for additional claims coverage to the Insurance Company. Any additional funds received by the Owner will be released to the Contractor. Labor warraui:y 5 year an workmanship. Material warranty 39 -year limited warranty. Sutstheass General Contrnnors Group, Inc shall not be held responsible for damage caused by hurricanes, tropical storms, tornadoes, earthquakes, fires, floods or other causes beyond the reasonable control ofthe Contractor. Contractor cannot be held responsible for interior damages. Southeast General Contractors Group, Inc will not warranty the work if payment is not received within 5 business daysaher completion. Same as Cash(SAC)Financing (3,6,12,15 24 months) options will require an additional upfront fee. Standard (1-12) years financing is offered with no upfront tees, All financing iscontingent upon credit apprmal, Standard Home i TUV1 T"UUHg [RCTMIL e.a�a..nra q 4i.z L4:6Yi3 a811I -<... YS3£CIlLLa;? C.tt%.0 2II.k76448aFidYE �?LitS T 2 • Provide trash removal to a legal Off-site fact Twtail CERT:�f\-I`EE17 FLF.t, F AST'IC S % N+ -A IL NSE • Remove existing roofing dawn to the ►voo dbditiond nstall CERTAL\TEED FLI1vTLASTIG - Sr�r CAP SHEET Replace all bad decking ( )sheets inclu d asheets b- ed nstall new primed drip edge 3"x3" aluminum with Matrix- 201 Premium at $80.00 each) S Flashing Cement (COLOR WHITE) Re -nail deck as required by Hurricane itigarofit nuel nstall new metal 16" - 26ga set in Matrix'" 201 Premium SBS Flashing (Based on 553.844 FS.) Cement at sloop roof tie-in Notes: WIND MITIGATION: '' e o an additional fe NOT INCLUDED: ADDITIONAL ITEMS: Gutters Plywood: ..................................... ....... . ....... Cost $80.00 per sheet labor and materiae Metal fascia trim Fascia: .................. Cost $18.801/f labor and Metal roof structures Second layer removal :................................ Cost $28.00 per square i Satellite dish removal or replacement Chimney flashing: ...... ...................... ........ Cost $225.00 plus stucco if required at $37.50 per s/f Screens and screen enclosures Flashing, step, counter or base: .............. .. Cost $17.25 l/f labor and material Solar beater removal or replacement Gutter removal :........................................... Cost $ .50 Skylights Rafter tail repairs: .................g F}@ j, Truss repair Skylight replacement and flashing Cost Priming and painting Stucco repair ............................................... Cost $37.50 per square foot GENERAL TERMS AND CONDITIONS 1, Change Orders, contractor may accept ;t change order' to the plans, specifications or equipment. Ito addition, the total price increased or decreased to reflect the change, and the same shall be in WTiting and signed by the Owner and Contractur. Any increase to the contract price shall be paid by the Owner upon ordering the work cafEed for in such 'change order" or upon execution of the change order as required by the contractor. 2. The Owner is responsible for removing personal items, plants, vehicles, etc. from the work area. 3. Es stfirg gutters wilt he removed or detached is allow for the installation of the new roofing system. Contractor will attempt to save the gutters however in the event they are damaged the Owneraccepts full responsibility for said gutters. 4. The Owner is responsible for the removal and re-instagouon of arty satellite dishes. (Idte satellite dish mayneed to be re -calibrated at Owners expense) 5. Customer authorizes the contractor and the material supplycompanies access to the property. Customer accepts full responsibility for any unforeseen damage to the Ivalks, driveway, septic tool: and drain field, landscaping etc, to the property except for the fallowing: 6. Eine to the rising cost in labor and materials the Owner agree to allow the Contractor to submit foradditional claims coverage to the Insurance Company. Any additional funds received by the Diener will be released to the Contractor. 7- Labor warranty 5 year un workmanship. Material Warranty 34 -year limited warranty. Southeast General Contractors Group, Inc shall not be held responsible for damage caused byhurricancs, tropical storms, tornadoes, earthquakes, fires, floods or other causes beyond the reasonable control ofthe Contractor. Contractorcannot he held responsible for interior damages. Southeast Genesi Contractors Group, Inc vrill not c�'arranh the work if payment is not received within i business days after completion. a. Same as is (3,6,11,16,24 months) options will require an additional upfront fee Standard (1-12) years financing is offered with no upfront fees. All financing is contingent upon credit approval. Standard Home Improvement financing offered from 9.99% APR for A and A+ credit rating. Southeast General Contractors Group Inc partners with EnerBank Improvement loans. 9. In the event there is a Home Owners Association, the Home Owner is responsible for notifying zhe Contmaurand assumes responsibility to get approvals the Home Owners Association The Contractor will provide samples if requested by the Florae Owner. 10. Quoted price is a cash price which htcludes all rebates and discounts, an. additional 3.5% couvrnieuce fee will beadded to oavmenss ma&b�° credit card. It. inure Agreement - -Fhis Contract, from the time it shall take e?tect, shall supersede any and all prior Agreements whether �clailned to be orai or writing. the parties have incorporated in this Contract their entire understanding. No oral statement or prior written matter extrinsic to this Contract shag have any force or effect. We hereby propose to furnish labor and materials complete in accordance with the above specifications, for the sum of: $ /6-356 r0 Schedule of Values: '✓J Deposit: Is due upon executing this contract. $f�� Draw #1: Is due when the roof is dried -in, before shingles are delivered. $ C, Draw #2: Is due upon the final inspection, $ All material is guaranteed to be its specified. All work to be completed in a workman like manner according to standard practices. All agreements are contingent upon strikes, accidents or delays beyond our control, 7his proposal is subject to acceptance within 10 days and is void thereafter at the option of Southeast General Contractors Group, Inc. ACCEPTANCE OF PROPOSAL The above prices, specifications an are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Accepted Signature: !t'<> Date _r1 Signature:_ �� Date �- '�Z-EAGLEVIEW LENGTH DIAGRAM Total Line Lengths: Ridges = 89 ft Hips = Oft Valleys = 45 ft Rakes = 134 ft Eaves = 157 ft Premium Report 9/412018 Flashing = 41 ft Step flashing = 0 ft Parapets = 0 ft Note: This diagram contains segment lengths rounded to the nearest whole number over 5.0 Feet, In some cases segment [abets have been removed for readabili .Plus si ns reface some numbers to avoid confusion when rotated e. +6 and +9). 2808-2618 Eagle View Technalogles, Inc. and P"tometry International Corp. —All Rights Reserved — Protected by European Patent ApPGratfon No. 18162199.3 — Covered by one or more of U.S. Patent Nos.. 8,078,436; 8,145,578; 8,170,844; 8,209,152; 81515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,688; 9,244,589; 9,329,749; 9,599,466. Other Patena Pending. PAGE 4 I;E EAGLE�' /��1�1/° Premium Report V 9/42018 PITCH DIAGRAM Pitch values are shown in inches per foot, and arrows indicate slope direction. The predominant pitch on this roof is 3/12 3-+ F3 1 —r W 5 N E Note: This diagram contains labeled pitches for facet areas larger than 20.0 square feet In some cases, pitch labels have been removed for readability. Blue shading indicates a pitch of 3/12 and greater. Gray shading indicates flat, 1/12 or 2/12 pitches, CO 2008-2018 Eagle VE" Tech noleg les, Inc. and Pictometry Iotennatianal Carel. —Ail Rights Reserved — Protected by lPatent AlNo. 10162199.3 — Covered by one or more of U.S. Patent Nos. 8,078,936; 8,195,578; 8,170,840; 6,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,519,568; 8,818,770; 3,S42,880; 9,244,569; 4,329,749; 9,599,466. Other Patents Pending. PAGE 5 1;2 EAGLEVIEW z AREA DIAGRAM Total Area = 2,938 sq ft, with 7 facets. 352 352 722 873 621 Premium Report 91412018 Note: This diagram shows the s uare feet of each roof facet rounded to the nearest Foot). The total area insquare feet at the to of this a e is based on the non -rounded values of each roof facet (rounded to the nearest square foot after being totaled). © 7008-2018 Eagle View Tetllnologies, !nc, and Pi[tametry ]rtemalonal Corp, — All Iglus Reserved — Protected by European Patent Application No. 10162199.3 — Covered by one er more of U.S. Patent Nos. 8,478,436; 8,145,576; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,951; 9,514,566; 8,818,770; 8,542,880; 9,294,589; 9,329,749; 9,999,466. Other Patents Pending, PAGE 6 i31l2p18 Florida Building Code Online _ U. d,N BCISHome I Logrn I User Registration HotToplcs Subri surcharge Stats & FaCcs Publications FBC Stat? Hc1s Site Map Links Sea-cn ",� Product Approval r USSR: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17322-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 (770)946-4571 mcollins@atiasroofing.com Authorized Signature Meldrin Collins mcollins@atlasroofing.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL17322 R4 COI ATL14001.4A 2417 FBC Eva] Report Atlas Underlayments final.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D 1970 2015 ASTM D 226 2009 ASTM D 2626 2004 ASTM D 4869 2016 ASTM D 6380 2003 TAS 103 1995 TAS 110 2000 UL1897 2012 Equivalence of Product Standards h;tips:/;w+vw.doridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrY8PHC4TwsBEc8KxLSaJJG7DPQlkaGxFKuQ%3d°/fl3d 1 6/6/2018 Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending I=BC Approval Date Approved FL i 17322.1 Florida Building Code Online Model, Number or Name Atlas Underlayments Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Method 1 Option D 09/30/2017 10/03/2017 10/04/2017 12/12/2017 17322.2 Fabral All Purpose High -Temp _I Underlayment Limits of Use Approved for use In HVHZ; Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report far limits of use. Description For use in steep slope roofing Installation Instructions FL17322 R4 11 ATL14001 4A 2017 FBC Eval Report Atlas Underlayments final.pdf Verified By: Zachary R, Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL17322 R4 AE AT04001 4A 2017 FB Eval Rip©rt Atlas Unrla d_eyments final.pdf Created by Independent Third Party: Yes ASTM A 1970, SBS modified, self -adhering underlayment with fiberglass mat reinforcement and a poly -fabric surface. Installation Instructions -----—] . FL17322 R4 II ATL14001 4B 2017 FBC Eval Repot Atlas rs Fabra# Underlayment final.pdf Verified By: Zachary R. Prfest PE -74021 Created by independent Third Party: Yes Evaluation Reports FL17322 R4 AE ATL14001.4B 2017 FBC Eval Report Atlas Fabral Underlayment final.pdf Created by Independent Third Party: Yes = EE Contact Us :. 2601 Blair Stone Road T Ilahassee FL 3239 Phone: 850-487-1824 The State of Florida is an AA/EEO emplgyer. Conyrl ht ZO 7-201 5ta gf F ri Pniv�ry Statement :: Accessibility Statement :: Refund Statement Under Florida law, emati addresses are public records. If you do not want your a -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 R50.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, Fs. must provide the Department with an email address if they have one. The emalis 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 her , Product Approval Accepts: Creditd Safe S€�LlI1L1'iliE7'itt [.S° https:llwww.floridabuilding.org/prlpr_app_dtf.aspx?param=wGEVXQwtDgsRyNwiNWDrY8PHC4TwsBEc8KxLSaJJG7DPOlkaGxFKuQ%3d%3d Z12 Lela -21.21-14 TECHNICAL SERVICES, LLQ; EVALUATION REPORT Manufacturer: ATLAS ROOFING CORPORATION 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 (770) 612-6267 tvv�r�v, a±lasroofing.com Quality Assurance: UL LLC (QUA9625) SCOPE Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33£47 (813) 480-3421 FLORIDA Buil-DING CODE, 6TH EDITION (2017) Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1, 1518.4,1523-1.1, 1523.6.5.2.1 Properties: Physical properties REFERENCES Issued September 30, 2017 E--_ nth PRI Construction Materials Technologies (TST6049) Report No. ATL -033-02-01 Standard Year PRI Construction Materials Technologies (TST6049) ATL -068-02-01 ASTM D 226 ASTM D 1970 2009 PRP Construction Materials Technologies (TST6049) PRI Construction Materials Technologies (TST6049) ATL -068-02-01 ATL ASTM D 4798 2015a 2011(2016) PRI Construction Materials Technologies (TST6049) -068-02-01 ATL -069-02-01 TAS 110 2000 PRI Construction Materials Technologies (TST6049) PRI Construction Materials ATL -090-02-01 ASTM 0 1970 TAS 103 2015a 1995 Technologies (TST6049) PRI Construction Materials Technologies (TST6049) ATL -149-02-01 ATL -164-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) BWR-533-02-01 ASTM D 1970 TAS 103 2015a PRI Construction Materials Technologies (TST6049) BWR-543-02-01 ASTM D 1970 1995 2015a PRI Construction Materials Technologies (TST6049) MSA -004-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) MSA -007-02-01 UL 1897 2012 PRI Construction Materials Technologies (TST6049) MSA -026-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) WRMI-011-02-01 ASTM 1970 2015a PRI Construction Materials Technologies (TST6049) MSA -007-02-01 UL 1897 2012 PRI Construction Materials Technologies (TST6049) UL LLC (TST1740) MSA -030-02-01 ASTM D 1970 2015a UL LLC (TST1740) 02-NK40952 ASTM D 1970 2015a UL LLC (TST1740) 02-NK40952 02-NK40952 ASTM D 226 2009 UL LLC (TST1740) 02-NK40952 ASTM D 2626 ASTM D 4869 2004(2012)E1 2016 UL LLC (TST1740) 02-NK40952 ASTM D 6380 2003 (2013) ATL14001.4A FL17322-R4 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3_ The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. mm CREEK ATLAS ROOFING CORPORATION Roofing Underlayments TECHNICAL SERVICES, LLQ PRODUCT DESCRIPTION #15 Specification Felt ASTM D 226; Type I asphalt saturated organic felt underlayment for use in the HVHZ and non-HVHZ. #30 Organic Saturated Felt ASTM D 4869, Type 11 asphalt saturated organic felt underlayment for use in the non-HVHZ only. #30 Specification Felt ASTM D 226, Type II asphalt saturated organic felt underlayment for use in the HVHZ and non-HVHZ. #43 Base Sheet ASTM D 2626 asphalt saturated and coated, non -perforated, organic felt underlayment for use in the HVHZ and non-HVHZ. #90 Mineral Surface Roll ASTM D 6380, Class M asphalt -saturated organic roll roofing sheet for use in the Roofing HVHZ and non-HVHZ. Gorilla Guard@ EVERFELT 30 Asphalt -saturated organic felt underlayment reinforced with glass fiber that meets the performance requirements of ASTM D 226, Type I for use in the HVHZ and non-HVHZ. Slate/Tile Underlayment ASTM D 6380, Class M asphalt -saturated organic roll roofing sheet for use in the HVHZ and non-HVHZ. WeatherMaster® Ice and Water 100 ASTM D 1970 SBS modified, self -adhering underlayment reinforced with a fiberglass mat and a granular surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a release film, which is removed during installation. i WeatherMaster® Ice and Water 200 ASTM D 1970 SBS modified, self -adhering underlayment reinforced with a fiberglass mat and a granular surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a split -release film, which is removed during installation. WeatherMaster® Ice and Water 216 ASTM D 4970 SBS modified, self -adhering underlayment reinforced with a fiberglass mat and a granular surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a split -release film, which is removed during installation. WeatherMaster® Flexible Ice ASTM D 1970 SBS modified, self -adhering underlayment with plastic film surface and Water for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a split -release film, which is removed during installation. WeatherMaster® Pro -Grade ASTM D 1970 SBS modified, self -adhering underlayment with a fiberglass mat Ice and Water reinforcement and a poly -fabric surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a release film, which is removed during installation. WeatherMaster@ Tile TAS 103 SBS modified, self -adhering underlayment with a fiberglass mat reinforcement and a poly -fabric surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a release film, which is removed during installation. ATL14001.4A FL17322-R4 Page 2 o€4 This evaluation report is provided for State or Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. am ECREEK TECHNICAL SERVICES, LLC ATLAS ROOFING CORPORATION Roofing Underlayments APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application_ The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 118" gap at abutting joints. Exposure of the underlayments shall be limited to a maximum 30 days except as follows: a) #15 Specification Felt, #30 Specification Felt, and #40 Base Sheet — exposure for than 24 hours may adversely affect product performance b) WeatherMaster@ Ice and Water 100, WeatherMasterg Ice and Water 200, and WeatherMaster0 Ice and Water 216 — maximum 30 days c) WeatherMaster@ Pro -Grade Ice and Water and WeatherMaster® Flexible lee and Water — maximum 30 days d) WeatherMaster@) Tile — maximum 90 days Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. Roof coverings shall be mechanically fastened through the underlayrnent to the roof deck except as follows (or as indicated in other current FSC product approval documents): a) WeatherMaster@ Pro -Grade Ice and Water or WeatherMaster@) Tile — ICP Adhesives Polyset AH -160 b) Slate/Tile Underlayment or #90 Mineral Surface Roll Roofing — Convenience Products Touch n' Seal StormBond Roof Tile Adhesive, Dow TileBond, or ICP Adhesives Poiyset AH -160 Allowable Roof Coverings - #15 Specification Felt #30 Organic Saturated Felt #30 Specification Felt #43 Base Sheet #90 Mineral Surface Roll Roofing Gorilla Guard® EVERFELT 30 SlateMle Underlayment WeatherMastea Ice and Water 200 WeatherMaster 1Ice and Water 216 WeatherMaste -Flexible Ice and Water WeatherMaster(R1 Pro-Gradelce and Water WeatherMastef@ Tile Notes: 1) Open valley applications per 2) Wood shingles only Asphalt Panels and �.ompasne or Woc Phatovoi#aic Shingle shin les Shin los Shin les Shah Y Y Y Yz Y Y Y Y Y Y Y Y Y Y Y N Y= N N N Y Y Y Yz Y N N N Y Y Y N Y Y Y N Y Y Y N Y Y Y N Y Y Y N Y Y Y N and Slate s Shingles Clay and Cpncrete Tile Y Y N N Y Y Y N ftyY Y N N Y N Y N Y N Y Y ATL I4001.4A FL17322-R4 This evaluation report fs provided for State of Florida product a Page C 3 E4 Technical Services, LLC of an g q p ty approval under Rule 61G20-3. The manufacturer shall notify CREEK y product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. SCREEK ATLAS ROOFING CORPORATION Roofing Underlayments TECHNICAL SERVICES. LLC WIND RESISTANCE (NON-HVHZ ONLY) The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9. Underlayment System No.1 — WeatherMaster@ Tile oniv Roof Deck: Min. 15132 -inch CDX plywood attached to wood supports spaced a maximum 24" o.c. Underlayment: WeatherMaster® Tile shall be fully adhered to the optionally primed plywood deck. Maximum Design -52.5 psf Pressure: LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Roof slope limitations shall be in accordance with FBC requirements. 3) installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FISC compliant installation detail shall prevail. 4) Products described within this report may be used as described in other current FBC product approval documents. 5) Roof coverings shall not be adhered directly to the underlayment unless otherwise approved in this or other current FBC product approval documents. 6) All products listed in this report shall be manufactured under a quality assurance program in compliance with Mule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest P.E. have demonstrated compliance with the Florida Building Code, 6" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. ♦`,`�PtiRR �GENs R�St" 2017.09.30 No 74021 /� J� . `�•'T 12:44:22 STATE OF 4U: .` .e ••.COR 1 C7,. ++���5'� •"••"'� ` Zachary R. Priest, P.E. '.*. N Ai Florida Registration No. 74021 ,0 Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT ATL14001.4A FL17322-R4 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 616121018 )Product Approval - UsfR: Public user Florida Building Code Online Q Vtiti lillpY ,M114= F� � ; Submit Surcharge Stats 2 Facts Publications FBC Staff SCIS Site hlap Links Search =rrclltt-ar+i.C7}rCc'�Gn 5�-rwt; y -��----�.� aoliea:ip,-, �e> > Application oetail FL r Type FI-115305-115ApPliCatIon Code Version Revision Application Status 2017 Approved Comments Archived Product Manufacturer Address/Phone/Email Atlas Roofing Corporation 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 (770) 946-4571 mcollins@atiasrooring.com Authorized Signature Meldrin Collins mcollins@atlasroonng,com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Roofing Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License Quality Assurance Entity PE -74021 UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden P,t, Validation Checklist - Hardcopy Received Certificate of Independence _ `i -6505 R5 t;,dT T1_730C-.5 21717 1=;3C Fvt r _ sm 01 Referenced Standard and Year (of Standard) 5ta_ ndard ASTM D 3.161 wear ASTM D 3462 2016 ASTh2 D 7158 2010 TAS 100 2011 TAS 107 1995 1995 Equivalence of Product Standards Certif7ed By Sections from the Code ps:".::"rv.-"Onaecuilding-Org/prIP�-aPp_dt-aspx?param--wGEVXQWIDgLrJBMigUli3NITGPIDBaJCJ,k%2bsJZ►v41 ThI avRrid/ 0,0C4. A 11 01014 it b product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved summary of Products i 163n=. 1 Florida Building Code Online - — tJV tvame mrFas sningfe5 Limits of use— Approved for use in HVHZ. Yes Approved for use outside IJVHZ: yes impact Resistant: N/A Design Pressure: N/A Other; See evaluation report for limits or use Method 1 C]ption D 03/30/2017 10/03/2017 10/04/2017 12/12/2017 Aescription Fiberglass reinforced iarainated asphalt shingles Installation instruction., ~~--- -- FLio305 P.b �i i;aL1 2.0 I�- Verified By: Zachary R. priest 74021 Created by Independent Third party: Y I Evaluation Reports es SL1o205 Ru AE ;rL0 -) 0i30–. 2017 3C i– 1, al pe Created by Independent Third party_ yes Contact tis :: 2epg Blair Stene ,3 ab Ta#lahassee FL 32349 Phone: 8sQ-4B r ne State e7 Florida is an AA/EEO employer. C ri ht 007-2013 5rar !'��` -382a `2A_Y 4 a of "lorin� Prima Under Florida tor, email addresses are public records If you da not want your a -mail address relaas dtanres ponse to a public reeor s request, do not sed electro mail to this Ent- instead, tonratt Lhe offioa b' - _dam Stat, Statement raditfonal mail. If you have 555.275E1}, Florida Statutes, er7ective fletaber 1, 2412alitense 4licensed u der Chapter 4SSaF,S, must provide the Department with 9 email address if the have one. The emails provided may be used for official communication with the licensee. tibweyer email addresses are Public record.en wi do not wish toesupplya y nlc Y questions, please contact pub c-reco dS rep . "Pursuant to d eiaCt address, please provide the lgepartmerat with an em i! address which In be ,made available to the Public- es determine a rd are a licensee under chapter a Please click �, p Y tr personal P 5, F.S., Product AppravalAccepts., Credit Card Safe ------------ 2 i 3 s •- @ Si -::-...,-:':-,:"storidebuilding.orglprlpr app_dtl.aspx?param=wGEVXC)wtDquJBMjgIJli3NITGPIDA.rr NA: - -4 F, W .. IN TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: ATLAS ROOFING CORPORATION 2000 Riveredge Parkway, Suite 800 GlassMaster®30 Atlanta, GA 30328 (Ardmore & Hampton) (770) 612-6267 Manufacturing Plants: Hampton, GA (Ardmore & Hampton) Meridian, MS Pro -Cut® Hip & Ridge Dangerfield, TX (Ardmore & Bampton) Ardmore, OK Franklin, OH Quality Assurance: UL LLC (QUA9625) SCOPE thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Certificate of Authorization No. 29824 17120 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 FLORIDA BUILDING CODE C EDITION (2017) Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain PRODUCT DESCRIPTION Issued September 30, 2017 Legend (Ardmore) ASTM D 3161, Class F fiberglass reinforced, 3 -tab asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. GlassMaster®30 ASTM D 3161, Class F fiberglass reinforced, 3 -tab asphalt shingle with a dashed, (Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Tough -Master® 20 ASTM D 3161, Class F fiberglass reinforced, 3 -tab asphalt shingle with a dashed, (Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut® Hip & Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a (Ardmore & Bampton) dashed, thermally -activated, self -seating sealant stripe that complies with ASTM D 3462. Pro -Cut@ Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed, (Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ProLAMT11 Architectural ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated (Hampton, Franklin & architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant Meridian) stripe that complies with ASTM D 3462. Pinnacle® Pristine, ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Pinnacle@ Pristine architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant Lifetime w/Scotchgard stripes that complies with ASTM D 3462. (Dangerfield, Hampton, Franklin & Meridian) StormMaster® Shake ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated (Dangerfleld) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462, ATL13002.6 FL 16305-R6 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. SCREEK ATLAS ROOFING CORPORATION TEC}- LAICAL SERVICES. LLC Asphalt Shingles StormMastet@ Slate ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated (Ardmore) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. REFERENCES Entity PRI Construction Materials Technologies (TST5878) Report No. Standard Year ATL -079-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) ATI_ -083-02-01 TAS 107 TAS 100 1995 PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) ATL -086-02-01 Rev 1 ATL ASTM D 3462 1995 2010A PRI Construction Materials Technologies (TST5878) -104-02-01 ATL ASTM D 3462 2010A -106-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) ATL -106-02-01 Rev 1 TAS 107 ASTM D 3161 195 2016 PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) ATL -107-02-01 TAS 107 TAS 100 1995 1995 PRI Construction Materials ATL -107-02-01.1 TAS 100 1995 Technologies (TST5878) PRI Construction Materials Technologies (TST5878) ATL -109-02-01 ATL -116-02-01 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) ATL -118-02-01 ATLA 19-02-01 ASTM D 3462 ASTM D 3462 2010A 2010A PRI Construction Materials Technologies (TST5878) ATL -123-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -125-02-01 ASTM D 7158 TAS 100 2011 PRI Construction Materials Technologies (TST5878) ATL -127-02-01 Rev 1 ASTM D 7158 1995 2011 PRI Construction Materials Technologies (TST5878) ATL -132-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) ATL -133-02-01 TAS 107 ASTM D 3161 1995 2016 PRI Construction Materials Technologies (TST5878) ATL -135-02-01 TAS ASTMOD 3462 195 2010A PRI Construction Materials Technologies (TST5878) ATL -136-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) ATLA 37-1 Rev 1 ATL ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) -138-02-01 Rev 1 ATL ASTM D 7158 2011 -143-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) ATL -144-02-01 TAS 107 ASTM D 3161 195 2016 PRI Construction Materials Technologies (TST5878) PRI Construction ATL -151-02-01 TAS 107 ASTM D 3462 195 2010A Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) ATL -162-02-01 ATL -167-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -168-02-01 ASTM D 3161 ASTM D 3161 2016 2016 PRI Construction Materials Technologies (TST5878) ATL -169-02-01 TAS 107 ASTM D 3462 195 2010A PRI Construction Materials Technologies (TST5878) ATLA 70-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -171-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) ATL -172-02-01 ATL ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) -174-02-01 ATLA 79-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -184-02-01 TAS 100 ASTM D 3161 1995 2016 PRI Construction Materials Technologies (TST5878) ATLA 85-02-01 TAS 1 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL -186-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATLA 87-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -220-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -220-02-02 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -220-02-03 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) ATL -220-02-04 TAS 107 ASTM D 7158 1995 PRI Construction Materials Technologies (TST5878) ATL -221-02-01 ASTM D 3462 2011 2010A PRI Construction Materials Technologies (TST5878) ATL -221-02-02 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -221-02-03 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) ATL -221-02-04 TAS 107 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) ATL -222-42-01 ATL ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) -222-02-02 ATL -222-02-03 TAS 100 1995 ASTM D 3161 2016 ATL13002.6 FL 16305-R6 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services„ LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ATLAS ROOFING CORPORATION Asphalt Shingles Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) ATL -222-02-04 ASTM 0 7158 TAS 107 1011 PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies ATL -223-02-01 ASTM D 3462 2010A (T8T5878) PRI Construction Materials Technologies (TST5878) ATL -223-02-02 TAS 100 1995 ATL -223-02-03 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies ATL -223-02-04 TAS 107 ASTM D 7158 1995 2011 (TST5878) PRI Construction Materials Technologies (TST5878) ATL -224-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -225-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -225-02-02 ATL TAS i Go 1015 -225-02-03 ASTM D D 3161 2016 PRI Construction Materials Technologies (TST5878) ATL -225-02-04 TAS 1995 ASTM I D D 7158 2011 ATI -13002.6 FL 16305-R6 This evaluation report is provided for State of Florida product approval under Rule 61020-3. The manufacturer shalt notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKATLAS ROOFING CORPORATION TECHNICAL SERVICES. LLC Asphalt Shingles INSTALLATION Legend Basic Wind Speed (Vii): Max. 194 mph Basic Wind Speed (Vaso): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in, plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlayment: in accordance with FBC requirements, Min. slope: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation (HVHZ): Installed with 5 -inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5 -inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. jj ! scc rs sx¢4p Figure 1. Legend 4 Nail Pattern (Non-HVHZ only) Figure 2. Legend 6 Nail Pattern ATI -13002.6 FL 16305-R6 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC GlassMaster O 30 & Tough-MasterO 20 ATLAS ROOFING CORPORATION Asphalt Shingles Basic Wind Speed (Vwt): Max. 194 mph Basic Wind Speed (Vag): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. Underlayment: In accordance with FBC requirements, Min. slope: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation (HVHZ): Installed with 5 -inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5 -inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. 3s Nails �4 1 Figure 3. GlassMaster0 30 & Tough -Master@ 20 4 Nail Pattern (Non.HVHZ only) Nails x Figure 4. GlassMaster@ 30 & Tough-Mastea 20 6 Nail Pattern ATL13002.6 FL 16305-R6 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ECREEK TECHNICAL .SERVICES, L.L.0 PrnLAMTm Architectural Basic Wind Speed (Vu1t): Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in, plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published Installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. SLAL,,NT LINE P,-7FR�,; LEN'GT:-i '---------------'- l i1P -rim i VM s a Figure 5, Prol-AMT"' Architectural Shingle 4 Nall Pattern (non-HVHZ only) GI �l;;.LL %'� SET=,i•!T Ll;v`E R.�TTERiV - LEf•iG'l-� 6'J: 1' p�F s" — •1 ---- j---6' 1YP — I1 -------- r � �' — - - — -� '17 --—- 41 1 I L � ,'FkiLl':G ? EAI 1 '� � 7 - '• ' A s" Figure 6. Pro-LAMTM Architectural Shingle 6 Nail Pattern ATL13442.F FL 16305-R6 Page 6 of 11 This evaluation report is provided for State of Florida ;product approval under Rule 61 G20-3. The manufacturer shalt notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 14" ATLAS ROOFING CORPORATION a %—. M M r. r Asphalt Shingles TECHNICAL I ,q L St#IiICFsI Pinnacle® Pristine $ Basic Wind Speed (Vu1t): Max. 194 mph StormMaster@ Shake Basic Wind Speed (Vas,I): Max. 1501 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in, plywood existing construction. Beck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation (HVHZ): Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Nan-HVHZ): installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. COU6LE Ya" SEALA\ff LINE PATTERN 7OF: 1 LENGTH ON; 3, OFF I WTOM: t" LENGTH ON: 1" ,FF ]j— TYR 'i I-,-- ------------ - ..3-. _- -- --------------_...--__..___.-...-__.._.___--_.--._.._-_._..---_---___--_--_-.._---_.__.-__-___-----__--.-- — MIR_ — _ — MNL- : 14" Figure 7. Pinnacle® Pristine and StormMaster0 Shake 4 Nail Pattern (Non.HVFIZ only} IN 6- 1=oTC'.. LDJ TP of"a: 1. O F +rL i i _--_------- _ — _ r� _ — � Lk 0 I I L11- N.1flJNG AREA � l M >� 14" Figure 8, Pinnacle@) Pristine and StormMastea Shake 6 Nail Pattern ATL13002.6 FL 16305-R6 This ePage 7 of 11 valuation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ECREEK TECHNICAL SERVICES, LLC StormMaster(D Slate Basic Wind Speed (Vurt): Basic Wind Speed (V�sd): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min, slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 159 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction, Min. 15132 in. plywood existing construction. In accordance with: FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 8.5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 8.5 in, exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. Figure 9. StormMaster0 Slate 4 Nail Patterer •r.� V 9" Figure 10. StormMasterg3 Slate 6 Nail Pattern ATLI 3002.6 FL 16305-R6 This evaluation report is ,provided for State o€ Florida mduct a Page 8 of 11 Technical Services, LLC of any product changes or quality assurance channgesthroughout he duration foManufar which this il report sRvalJid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ECREEK TECHNICAL SERVICES. LLC Pro -Cut@ Starter Strip Basic Wind Speed (V,it): Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ) ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached as shown below. 9N 1. 5? ga 1-1/1"ring'shank nail Figure 11. Pro -Cut® Starter Strip ATL13002.6 FL 16305-R6 This evaluation report is provided for State of Florida product a Page 9 of 11 g quality p approval under Rule 61 G20-3. The manufacturer shall notify CREEKTechnical Services, LLC of any product changes orassurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 11 CREEK I ECHtNICAL SERVICES, LLC Pro -Cut® Hip & Ridge Basic Wind Speed (V,,{i): Basic Wind Speed (Vam): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ and non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in, plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5-5/8 inch exposure in accordance with RAS 115 (HVHZ only) and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. 12 -a. 1-1/2" ring Ii `— shank nail I r 6" r i I LL_ i Figure 12, Pro -Cut® Hip & Ridge ATL13002.6 FL 16305-R6 This evafuation report is provided for State of Floridaroduct a Rage 10 of t 1 9 quality pproval under Ruie 61 G20-3. The manufacturer shall notify CREED Technical Services, LLC of any product changes or assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ECREEK ATLAS ROOFING CORPORATION TECHNIC:AL. SERVICES. LLC Asphalt Shingles LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33 -ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris_ All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail, 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6ih Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. �titi�t��wlrtr�� No 740217;-53 r p' STATE OF •+<U: CERTIFICATION OF INDEPENDENCE 2017.0'x.3 0 12:37:24 -04100' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT ATI -13002.6 FL 16305-R6 This evaluation report is provided {or State of Floridage I I of 11 a product approval under—Rule 61G20-3- The manufacturer shall potiify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 9111/2018 Florida Building Code Online Business & Professional RegulationR�r Hot Topics I Submit Surcharge Stats & Facts Publications Contact Us � @CCS Site Map Links Search @CIS Horne I Log In �� User Registration b3Product Approval W USER: Public User r i'z- ProduLt APPm±Q Menu > Product or Ap li Bu n Search > 6P1ALati9n Llst > Application Detail FL # FL15592-R2 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Kennedy Skylights, LLC Address/Phone/Email 5294 Tower way Sanford, FL 32773 (602)485-5'984 kelly@nitubular.com Authorized Signature Kelly Soya kelly@nitubular.com Technical Representative Address/Phone/Email Quality Assurance Representative Pearl Strickland Address/Phone/Email 5294 Tower way Sanford, FL 32773 (407)330-5150 pearl@kennedyskyiights.com Category Sky Lights Subcategory Skylight Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) 5tandard Year AAMA/CSA/wDMA 101/I.5. 2/A440 2005 ASTM E1886 2002 ASTM E1996 2005 ASTM E283 2004 ASTM E330 2002 ASTM E331-00 (2009) 2009 TAS201 1994 TAS202 1994 TAS203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL1_5592 R2 Equiv EER 2059 Rev3 417-1015 Kgnn-qdyEkyjjg t ss.pd FL15 92 R2 Wlv EER 2061 Rev3_ 417-1015 Kgr dy-yllght ss. if FL 55„-92 R7�gyiv EER 2386 Revi 417-1015 K nnedy5ky ss.p-lf https:lAvww.iloridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvKmQdIOUtQtjjm5Nc°/a2b9RXmDvBEH9PIliRkCAKHOs2fhw%3d%3d 1/3 NOTICE OF PRODUCT CERTIFICATION �1'�'kFt�t� PIZD, Pct CER'T'IFICATION NO: DATE: CERT'IFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI005844-116 11/05/2004 Structural Kennedy 1978-1 07/28/201.5 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Kennedy Skylights Model "SF" Self Flashing 5294 Tower Way Polycarbonate Skylight Sanford, FL 32773 Dome-0.093"/Inner Dame -0.040" STP PSF Frame: W46" Opening: W-311" Pos+175.0 Panel: H46" Opening: W-3'11" Neg-140.0 SPECIFICATION PRODUCT RATING AAM A/WDMA 1600/I.S.7-2000 SKP-C85 70 (54" x 54") Product Tested By: National Certified Testing Laboratories, Inc. Report No: NCTL-210-3042-1 (Structural) Expiration Date: August 31 2024 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 S6/St/L aaa ts�Oc� u0I}!P3 4{S a} naPdn !/$/zI uORIP3 449 °} %oPdn 9LOL-L P5 w 0 suacsxa0oe an'arousrvnrs30nrimua 10VdM-NON IHOIIAXS 31YHO88VOA"lOd ONNSVId A13S „3S„ ULU Z3 `GaOdNVS AV& 2aa501, *825 S,LHDIZ,KxS KQHNNH)l N U O Z o $ �i w ❑ pd z ZZ Z m aw z`}' P a ¢ ° moo w S p ¢ U wLU U CL 3 O w G > mO aas C7 m Z;= mei z 0 0z Fq-. 4 W w0 MQLL F 0cl O K J D QZ-, ZO W a Z q W Z U U K ¢Ixclmg, 7c� a fl ❑z g wrr x w w z .0 m q d OW ¢ a OSpj o u! wF¢- d U❑ U a g p0 20�U- ¢ m F`� O z� ❑ fl a0 ��m�� m 0wQ� z U' w� NOZx w J -, Z qz �❑ } yy 4 u 0 0 n pu �❑ m 4 } w S� oKSP - U w wa pw m az 5 ¢ Z— <Z Z ~z LLtz7 o x w mx 2;d I,p O O .P 2w a zT, O } 3� -,ozZ'w o z ww N �z p zs �I Z' a- w z 0 z pw U OW O J ¢ F > w 2pm7KO uz! 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