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HomeMy WebLinkAboutBuilding Permit App and product approvalALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: i I22 14S Permit Number: s 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 '>"— Address: �SLr Sr Su%'i a C Poi t Si Luuo. FL 3t;csb­� Legal Description: RXIJU PCIOL�_ unr{ I r;l'k 10 2- L_.. Property Tax ID #: 3LA Ici - 55 G _- OL30`5 — ()w -- 0 Lot No. _ C Site Plan Name: Block No.y, 2_ Project Name: Setbacks Front Back: DETAILED DESCRIPTION OF WORK: Right Side: Left Side: Sk'kov i 5, r�N k� r LC t__ fns +ll ,.,A&erte.���:�r)- CONSTRUCTION INFORMATION: Aaditional work to be performed under this permit —check all apply: HVAC Gas Tank E]Gas Piping _ Shutters Q Windows/Doors Electric Plumbing 1:1 Sprinklers El Generator ® Roof Roof pitch Total Sq. Ft of Construction: 3 ila z S . Ft. of First Floor: Cost of Construction: $ l Irl SS 010 , 0� Utilities:t Sewer O Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name j elrt ll _ lbeiY1t to Name: Lpoze- l kALJQ14 d Address: S @.lc� }f City: LU(AL State: FL Zip Cade: 3`x-1 Fax:R-11 - 751, - GL)Cf7 Phone No. S-1-1 -4V1 -353 Company:�C,'Uf1n' t G 'ci CL,,)t �,L*cAr5 yup Address: 3i )kl S94WA4 (AC S to rE City: M.Wpoorne_ State: FL Zip Code: 3)Li 3Li_ Fax: S-1 7 -'1 Sia - uW3 Phone No. F;-? 1 - g0"1 -3 r,)3,E E -Mail: IM CC on�;lc SC4l L S't '1 vis ,,^ , < (.Q11 E -Mail: I u\(_aG0L'4d Fill in fee simple Title Holder on next page I if different from the Owner listed above) State or County License: EL ccc K 3 C D If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: Not Applicable Name: MORTGAGE COMPANY: Name: Not Applicable Add ress: Add ress: City: Zip: Phone: State: City: State: Zip: Phone FEE SIMPLE TITLE HOLDER: Y-�, Not Applicable Name: BONDING COMPANY: Name: _ C<Not Applicable Ad d ress: Address: Type of Identification City: City: Zip: Phone: Zip: Phone: (Signature of Notary Public- State of Florida J 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 rules, bylaws 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 commencirw work or recordine vour Notice of Commencementl Rev. 8/2/17 Signature of Owner/ Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF L_ lA ie, COUNTY OF Sir UkUt) The for oing instrument was acknowledged before me The forgoing instr ment was acknowledged efore me M_ day C 20 t by this day of Ltcf q , 20 1� by this of +11.tl:,P Name of person making statement Personally Known _)�, OR Produced Identification Name of person making statement Personally Known OR Produced Identification Type of Identification Type of Identification ProducedProduced ��Z22 (Signature of Notary Public- State of Florida J (Signature of Notary Public- State of Florida ) P {� Commission No. Ir 1= 1� 2" -1Oti fYIC©LLETTEBENICH My COMMISSION 9 FFi 121 mmission NoFF It 2 21 Cl COLLETTE BENIC R COMMISSION 4FF1I ry �� EXPIRES: July 18, 2018 "For� EXPIRES: July 18, 20" REVIEWS FRONT ZONING SUPERVISOR PIANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. 8/2/17 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT SAINT LUCIE COUNTY FILE # 4392317 01!19!2018 11:24:12 AM OR SOOK 4088 PAGE 1623 -1623 DOG Type: NC RECORDING TO NOTICE OF C0_MA NCEME; p STATE OF F t3Rt �� COUNTY OF THE UNDERSIGNED hereby gives notice that improvement will be made to certain real Property, the following infotrttation is provided in this Notice of Commencement, p p rtY, and in accordance with Chapter 713, Florida Statutes, L Description of property: (legal description of property, and street address if available) 0- r Q _u 1� I - Fels 1_1 i -t_ a Ir -.1 _ _ I General description of improvement. 3- Owner information: a. Name and address: 1I - Phone number: I - ') _ C. dame and address of fee simple titleholder (if other than owner): 4. Contractor: a. Name and address:.,fl�� b. Phone number. Sig l _ S3E5 5. Surety: a. Name and address: b. Amount of bond S 6. Lender: c. Phone number. a- Name and address: V310 b. Phone number: :S14 7. Persons with the State of Florida designated by Owner upon whom notices or other documents maybe served as provided by Section 713-13(l)(,,)7, Florida Statutes: a. Name and address: N I A b. Phone number: 8. In addition to himself, Owner designates th Florida Statutes; e following persons) to receive a copy of the Lienor's Notice as provided in Section 713.13(1 ) b a. Name and address: �] it, b. Phone number.. 9. Expiration date of notice of commencement (the expiration date is one (1) year from the date of recording unless a different elate is specified) R. ARE C NG E ED IMP �1NI� PAYMENTS MADE BY THE py�lNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 7I; PART I, SECTION X3.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY- A NOTICE OF COMMENCEMENT POSTED ON THE 70B SITE }3EFQRE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT ►lITII YOUR Mi -IST BE RECORDED AND LENDER OR AN ATTORNEY BEFORE COMIVIHNCING WORK OR RECORQP G YOUR NOTICE OF COMMENCEMENT. \ _ --7f /l ., Signature of Ow or Owner's AZ rued OfficerfDirectar/Partner/ManaQer Signatory's Title!Office ry f ln'3 11 ,! The foregoing instrument was acknowledged before me this lin, da 1i in..r, �pR11 1i Yofi3i by officer, trustee, attorney in fact) for (name afpersan) as (name of (type of authority,-..e.g. party on behalf of whom instrumeut was executed). NICOLLETTE BENic_ _ A4y COMMISSION # FF11HI 2219 EXPIRES: MY I8, 2018 Si tore of Notary Public -- State of Florida Print; type, or stamp commissioned name of Notary Public Personally Known OR Pr d Ide c do Ty pe of identification produced [.� Under penalties ofpel ury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Michelle Franklin, CFA-- Saint Lucie County Property Appraiser --All rights reserved. Site Address - Parcel ID: Account #: Map ID: Use Type: Zcuiug: City/County: Ownership Velma J Aemeler 154 SE Selva Ct Port St Lucie, FL 349$3 Legal Description GIVER PAKK-1JNJT 7- BLK 62 LOT 9 (MAP 341285) (OR 1555-963) Current Values Iust(Market Value: Assessed Value: Exemptions: Taxable Value: Taxes for this parcel: SLC Tax Cnl1w0r's 4trtce IFai Download TRIM For this parcel: Download PDF 12 Total Areas FinishedrUnder Air (SF); Gross Area (SF): Land Size (acres): Land Size (SF): $136,000 $82,785 550,000 532,785 1,503 3,443 0.26 11,532 Property Identification 154 SE SELVA Cr 3419-550-4005-000-0 43146 34/285 0100 RSA Saint Lucie Ccanty This information is believed to 6e correct at this time but itis subject to ehange and is not warranted.. ® Copyright 2018 Saint Lucie County Property Appraiser. All ngbts reserved. 3121 Skyway Circle Suite F 19 Melbourne FL 32934 Southeast General contractars Group, Inc. PROPOSAL SUBMITTED TO: Date: _ Tob Name: Customer: Job Location: Phone: CONTRACT Email: Office: (877)407-3535 Fax: (877) 756-0007 www.southeastcoTitracting.com CGC060247 . CCC1330002 JOB DESCRIPTION: Remove existing roofing and install new asphalt shingles Shingle Color`- x , Drip Edge Color: y x ATLAS PRISTINE PINNICLE: • Provide roofing permit . Install all new valley metal 16" 26ga set in plastic roofing cement. (If • Provide trash removal to a legal off-site facility required) • Remove existing roofing do to the wood deck • Install new drip edge 3" x 3" aluminum • Replace all bad decking (_sheets included additional sheets . Install new Low Profile Ridge'Vent/Cobra Ridge vent X billed at $80.00 each) . Install new exhaust vents (Galvanized) and lead boots • Re -nail deck as required by Hurricane Mitigation Retrofit Manual • Install ATLAS PINNACLE STARTER SHINGLE (Based on 553.844 F.S.) • Install ATLAS PINNACLE PRISTINE PRO -CUT • Install ATLAS Summit 60 underlayment . Install ATLAS PRISTINE LIFETIME 130 MPH SCOTCH GUARD SHINGLE $ ADDITIONAL ITEMS: • Install ATLAS Weather Master SA underlayment in valleys and eaves $ • Install ATLAS Weather Master SA underlayment on entire deck $ (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. • Install Atlas Gorilla Guard 30 Engineered Felt on entire deck $ FLAT ROOF: - W • Provide roofing permit w - • Provide trash removal to a legal off-site facility • Remove existing roofing down to the wood deck Replace all bad decking ( sheets included additional sheets billed at $80.00 each) Re -nail deck as required by Hurricane Mitigation Retrofit Manual (Based on 553,844 F.S.) Notes: • Install CERTAINTEED ALL WEATHER EMPIRE BASE/PLY • Install CERTAINTEED FL INTLASTIC-GTA CAP SHEET • Install new primed drip edge 3: x 3" aluminum with Matrix - 201 Premium SBS Flashing Cement • Install new metal 16" - 26ga set in Matrix a 201 Premium SBS Flashing Cement at sloop roof tie-in GENERAL TERMS AND CONDITIONS 1. Change Orders, contractor may accept a `change order" to the plans, s ecifications or equipment. In addition, the total price increased or decreased to reflect the chan e, and the same sh. be in writing and signed b, the neer and Contractor. Any increase to the contract price shall be paid by the Owner upon ortring the work called for in such change order or upon execution of the change order as required by the contractor. 2. Southeast General Contractors Group, Inc. is responsible for completion of work in compliance with contract documents and for quality of material and workmanship in accordance with standard specifications. 3. Labor Warranty/ 5 year on workmanship. Material Warranty 30 -year limited warranty. 4. Same a Cash (SAC) Financing (3, 6, 12, 18, 24 months) options will require an additional upfront fee. Standard (1-12) years financingis 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 GenerafContractors Group Inc. partners with EnerBank Improvement loans. S. Existing gutters will be removed or detached to allow for the installation of the new roofing system. Sourtheast General Contractors Group, Inc. will attempt to save the gutters but in the event they are damaaged the Owner accepts full responsibility for said gutters. WIND MITIGATION: • Southeast General Contractors Group, Inc, will provide a Wind Mitigation Report for an additional fee of $175.00 NOT INCLUDED: ADDITIONAL ITEMS: Gutters Plywood: ...................................................... Cost $80.00 per sheet labor and material Metal fascia trim Fascia:........................................................... Cost $18.801/f labor and material 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 s/f Screens and screen enclosures Flashing, step, counter or base: ................. Cost $17.251/f labor and material Solar heater removal or replacement Gutter removal: .................. ........................ Cost $ .50 Skylights Rafter tail repairs :....................................... Cost $120.00 each Truss repair Skylight replacement and flashing:.......... Cost $475.00 each Stucco repair... ............................................ Cost $37.50 per square foot GENERAL TERMS AND CONDITIONS 1. Change Orders, contractor may accept a `change order" to the plans, s ecifications or equipment. In addition, the total price increased or decreased to reflect the chan e, and the same sh. be in writing and signed b, the neer and Contractor. Any increase to the contract price shall be paid by the Owner upon ortring the work called for in such change order or upon execution of the change order as required by the contractor. 2. Southeast General Contractors Group, Inc. is responsible for completion of work in compliance with contract documents and for quality of material and workmanship in accordance with standard specifications. 3. Labor Warranty/ 5 year on workmanship. Material Warranty 30 -year limited warranty. 4. Same a Cash (SAC) Financing (3, 6, 12, 18, 24 months) options will require an additional upfront fee. Standard (1-12) years financingis 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 GenerafContractors Group Inc. partners with EnerBank Improvement loans. S. Existing gutters will be removed or detached to allow for the installation of the new roofing system. Sourtheast General Contractors Group, Inc. will attempt to save the gutters but in the event they are damaaged the Owner accepts full responsibility for said gutters. ZT �5aY oiar heater removal or repla CADst i � =, E I L aDor anA mat!�� Skylights cement Gutter removal...............•-.--•-- ............ ­ Cost .30 Truss repair Rafter tail repairs: .......................... Cost $120.00 each Skylight replacement and flashing:...-...... Cost $475.00 each Stucco repair ...................................... ........ Cost $37.50 per square foot GENERAL TERMS AND CONDITIONS L Change Orders, contractor may accept a "change order" to the lans, s ecifications or equipment. In addition, the total price increased or decreased to reflect the change, and the same shall in writing and signed gythe Kner and Contractor. Any increase to the contract price shall be paid by the Owner upon ordering ring the work called for in such chan e order or upon execution of the change order as required by the contractor. 2. Southeast General Contractors Group, Inc. is res onsibr, for completion of work in compliance with contract documents and for quality of material and workmanship in accordance with standard spec' 3. Labor Warranty/5 Year on workmanship. Materi T-cations. al Warrant 4. Same a Cash (SAC) Financing (3, 6, 12,18, 24 months) OP 30-year limited warranty. upfront feeconttions will requ Gpnengent dit roupnc, no APR for and A+credit ral�n,- Southeast xl.,t, g 5. Existing gutters bepartners with EnerBank Improvement lawns. removed or detached to allow for the installation of the ne�v roofing system- 5ourtheast General Contractors Group,lnc. will attempt to ;,_, the gutters 0,ra heirdby: propose to furnish labor and materials complete in accordance with the above specifications, for the sum of $ Schedule of Values: Deposit. Is due upon executing this contract. Draw #1: Is due when the roof is dried-in, before shingles are delivered. $ Draw #2- Is due upon the final inspection. fied-Allworkto ecoinpletedinaior an like manner according to standard practices, Any alteration or deviation from above All material is guaranteed to be as sped $ specifications involving extra cost, will be executed only b workman upon strikes, accidents or delays beyond our control. 7hi upon written orders, and will become an extra charge over and above the estimate. All agreements are contingent sproposal subject to acceptance within 10 days and is void thereafter at the option of the undersigned. ACCEPTANCE OF PROPOSAL The above prices,, sped /I and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outtined above. AUTHORIZE"� fications - ACCEPTED D Signature:. Southeast General Contractors Group, Inc. Date—_ Signature: Date 154 SE Se[va Ct, Port Saint Lucie, FL 34983 ,a Southeast General Contractors Group, Inc. Ise Southeast Genera[ Contractors Group, Inc 10380 SW Village Center Drive, Suite 232 Port St Lucie, FL 34987 Larry MCDona[d tel. (561) 756-1321 email:[mcdona[d@southeastcontracting.com www.southeastcontracting.com Meisu,emtnni. Provided by EAG.LEVIE V Y 1;6-EAGLEVIEW0 In this 3D model, facets appear as semi -transparent to reveal overhangs. P©: Southeastcontracting@yahoo.com PREPARED FOR Contact: Company: Address: Phone: larry mcdonald Southeast General Contractors Group, Inc 20423 State Road 7 Boca Raton, FL 33498 5617561321 Premium Report 1/16/2018 TABLE OF CONTENTS Images.....................................................................1 LengthDiagram.........................................................4 PitchDiagram............................................................5 AreaDiagram............................................................6 NotesDiagram...........................................................7 Report Summary ........................... ...............8 MEASUREMENTS Total Roof Area =3,162 sq ft Total Roof Facets =11 Predominant Pitch =6/12 Number of Stories <=1 Total Ridges/Hips =203 ft Total Valleys =52 ft Total Rakes =13 ft Total Eaves =240 ft Measurements provided by www.eagleview.com Certified Accurate www.eagleview.com/Guarantee.aspx I: 2046-241& Eagle View Technologies, Inc. and Pictometry International Corp. — All Rights Reserved — Protected by European Patent Application No. 10162199.3 — Covered by one or more of U,5, Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,459; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. 1;6�,EAGLEVIEW IMAGES Premium Report 1/16/2018 The following aerial images show different angles of this structure for your reference. Top View � �0 3/51 / •Z 2OUB-2018 Eagle View Technologies, Inc. and Pictonetry In�mati0nai Corp. —All Rights Reserved— Protected by European Patent Application No. 10162199.3 —Covered by one or arm of U.S. Patent Nds, 8,078,435; 8,145,578; 8,170,M; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,,599,465. Other Patents Pending. PAGE 1 1;2 -EAGLEVIEW` IMAGES North Side South Side Premium Report 1,16,2018 .e� 2008-2018 Eagle Vievr Technologies, Int. and Pittometry International Corp, — All Rights Reserved —Protected 6y European Patent Application No. 10162199.3 — Covered 6y one or more of U.S. Patent Np9, 8,978,436; 8,145,578; 8,176,840; 9,209,152; 8,515,125; 8,825,454; 9,139,737; 8,670,961; 9,514,568; 8,81877(); 8,542,880; 9,241,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 2 �EAGLEVIEW 0 IMAGES East Side West Side Premium Report 1/16/2018 ,n 2009-2018 Eagle View Technologies, Inc. and Plctometry International Corp, — AB Rights Reserved — Protected ay European Patent Application No. 10162199.3 — Covered 6y one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; &,515,125; 5,825,454; 9,135,737; 8,670,961; 9,514,568; 8,810770; 8,547,880, 9,244,589; 9,329,749 9,599,466.. Other Patents Pending. PAGE 3 1,<Z3�,EAGLEVIEW LENGTH DIAGRAM Total Line Lengths: Ridges = 58 ft Hips = 145 ft Valleys = 52 ft Raises = 13 ft Eaves = 240 ft Premium Report 1%16/2018 Flashing = 2 ft Step flashing = 13 ft Parapets = 0 ft 37 N s w Note: This diagram contains segment lengths (rounded to the nearest whole number) over 5.0 Feet. In some cases, segment labels have been removed for readability. Plus signs preface some numbers to avoid confusion when rotated (e.g. +6 and +9). :q 2008-2918 Eagle View Technologies, Inc. and Rctometry Intemational Corp. — Ail Rights Reserved — Protected by European Patent Application No. 14162199.3 —Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,110,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 6,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. father Patents Pending. PAGE 4 �EAGLEVIEW` Premium Report 1/16/2018 PITCH DIAGRAM Pitch values are shown in inches per foot, and arrows indicate slope direction. The predominant pitch on this roof is 6/12 F +6 +-+6 +6 - I-+ +6 a e N s W 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. Z 2OC -2018 Eagle View Technologies, Inc. and PiCtametry International Corp. — NI Rights Reservezf — Protected by European Patent Application No. 10162199.3 — Covered by one or more or U.S. Patent Nos.. 8,078,438; 8,145,578; 8,170,1346; 5,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 6,542,886; 9,244,589; 9,329,749; 9,599,456. Other Patents Pending. PAGE 5 Premium Report EAGLEVIEWO 1/16/2018 154 SE Selva Ct, Port Saint Lucie, FL 34983 Report: 21379754 AREA DIAGRAM Total Area = 3,152 sq ft, with 11 facets. 558 137 180 71 70 134 511 335 801 223 343 Note: This diaaram shows the square feet of each roof facet (rounded to the nearest Foot). The total area in square 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). 2688-2918 Eagle View Technologies, Inc. and Pictornetry International Corp. —All Rights Reserved— Protected by European Patent Application No. 10162199.3 —Covered by one or more of U.S. Patent Nos. 8,878,436; 6,145,578; 6,170,890; 8,209,182; 8,515,125; 8,825,454; 9,135,737; 6,676,961; 9,514,568; 8,818,770; 8,542,886; 9,244,589; 9,329,749; 9,599,466.Ocher Paterrts Pending. PAGE 6 �EAGLEVIEW 0 NOTES DIAGRAM Roof facets are labeled from smallest to largest (A to Z) for easy reference. D A C G N K F H Premium Report 1/16/2018 E Note: This diagram also appears in the Property Owner Report. :c, 2p03-2018 Eagle View Technologies, Inc. and Piftmetry International Corp. —AII Pights ReseNed— Protected by European Patent ARpliMon No. 10162199.3 —Levered by one or mare of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,890; 6,204',152; 6,515,125; 8,825,454; 9,135,737; 8,670,961; 9,519,566; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 7 REPORT SUMMARY Premium Report 1/16/2018 Roof Pitches 1/12 6/12 Area (sq ft) 343.2 2818.8 Of Roof 10.9% 89.1% The table above lists each pitch on this roof and the total area and percent (both rounded) of the roof with that pitch. This table shows the total roof area and squares (rounded up to the nearest decimal) based upon different waste percentages. The waste factor is subject to the complexity of the roof, individual roofing techniques and your experience. Please consider this when calculating appropriate waste percentages. Note that only roof area is included in these waste calculations. Additional materials needed for ridge, hip, valley, and starter lengths are not included. Lengths, Areas and Pitches Ridges = 58 ft (4 Ridges) Hips = 145 ft (10 Hips). Valleys = 52 ft (3 Valleys) Rakes' = 13 ft (1 Rakes) Faves/Starter** = 240 ft (11 Eaves) Drip Edge (Eaves + Rakes) = 253 ft (12 Lengths) Parapet Walls = 0 (0 Lengths). Flashing = 2 ft (1 Lengths) + Step flashing = 13 ft (1 Lengths) Total Area = 3,162 sq ft Total Roof Facets = 11 Predominant Pitch = 6/12 Property Location Longitude = -80.3471963 Latitude = 27.3090893 Notes This was ordered as a residential property. There were no changes to the structure in the past four years. Online Maps Online map of property httD://maDs.a000le.com/mans?f=a&source=s a&hl=en&geocode=&a=154+SE+Selva+Ct,Port+Saint+Lucie,FL,34983 Directions from Southeast General Contractors Group, Inc to this property httn://mar)s.aoonle.com/maps?f=d&source=s d&sadd r= 20423+ State+ Road+7,Boca+ Raton, FL,33498&dadd r= 154+SE+Selva +Ct, Port +Sa i nt+Lucie, FL,34983 * Rakes are defined as roof edges that are sloped (not level). ** Eaves are defined as roof edges that are not sloped and level. <�. 2008-2018 Eagle View Technologies, Inc. and Pictometry lntemational Corp. — Alt Rights Reserved — Protected by European Patent ARpkkation N0. 10162199,3 — Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 6,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,245,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 8 TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: ATLAS ROOFING CORPORATION 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 (770) 612-16267 www.atlasroofin.ci.com Quality Assurance SCOPE UL LLC (QUA9625) Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 FLORIDA BUILDING CODE, 6T" 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 Entity Report No. Standard Year PRI Construction Materiais Technologies (TST6049) ATL -033-02-01 ASTM D 226 21309 PRI Construction Materials Technologies (TST6049) ATL -068-02-01 ASTM D 1970 2D15a PRI Construction Materials Technologies (TST6049) ATL -068-02-01 ASTM D 4798 2011(2016) PRI Construction Materials Technologies (TST6049) ATL -068-02-01 TAS 110 2000 PRI Construction Materials Technologies (TST6049) ATL -069-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) ATL -090-02-01 TAS 103 1995 PRI Construction Materials Technologies (TST6049) ATL -149-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) ATL -164-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) BWR-533-02-01 TAS 103 1995 PRI Construction Materials Technologies (TST6049) BWR-543-02-01 ASTM D 1970 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 2015@ PRI Construction Materials Technoiogies (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) MSA -030-02-01 ASTM D 1970 2015a UL LLC (TST1740) 02-NK40952 ASTM D 1970 2015a UL LLC (TST1740) 02-NK40952 ASTM D 226 2009 UL LLC (TST1740) 02-NK40952 ASTM D 2626 2004(2D12)E1 UL LLC (TST1740) 02-NK40952 ASTM D 4869 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 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 PRODUCT DESCRIPTION ATLAS ROOFING CORPORATION Roofing Underiayments #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 Il 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 2526 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 roil roofing sheet for use in the HVHZ and non-HVHZ. WeatherMaster® Ice and ASTM D 1970 SBS modified, self -adhering underlayment reinforced with a Water 100 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. WeatherMaster0 Ice and ASTM D 1970 SBS modified, self -adhering underlayment reinforced with a Water 200 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. WeatherMaster0 Ice and ASTM D 1970 SBS modified, self -adhering underlayment reinforced with a Water 216 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. ATI -14001.4A FL17322-R4 Page 2 of 4 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_ ATLAS ROOFING CORPORATION CREED Roofing Underiayments A s TECHNICAL SERVICES. LLC APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the F6G, 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 FSC 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, WeatherMaster® Ice and Water 200, and WeatherMaster@) lee and Water 216 — maximum 30 days c) WeatherMasterfl Pro -Grade Ice and Water and WeatherMaster® Flexible Ice and Water — maximum 30 days d) WeatherMaster(D 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 underlayment to the roof deck except as follows (or as indicated in other current FBG product approval documents): a) WeatherMasterg Pro -Grade ice and Water or WeatherMaster@) Tile — ICP Adhesives Polyset AH -160 b) SlateiTle Underlayment or #90 Mineral Surface Roll Roofing — Convenience Products Touch n' Seal StormBond Roof Tile Adhesive, Dow TileBond, or ICP Adhesives Polyset AH -160 Allowable Roof Coverings: Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only ATL14001.4A FL17322-R4 Page 3 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. Metal Roof Composite or Wood Asphalt Panels and Photovoltaic Shingles and Slate Clay and Underla ment Shingles Shln les Shin les Shakes Shingles Concrete Tile #15 Specification Felt Y Y I Y Y2 Y N #30 Organic Saturated Felt Y Y Y Y Y N #30 Specification Felt Y Y Y Y Y Y #43 Base Sheet Y Y Y N Y Y #90 Mineral Surface Roll Roofing Y' N N N N Y Gorilla Guard® EVERFELT 30 Y Y Y Y, Y N Slate;Tile Underlayment Y° N N N N Y WeatherMaster® Ice and Water Y Y Y N Y N 100 WeatherMaster® Ice and Water 200 Y Y Y N Y N WeatherMasterO Ice and Water 216 Y Y Y N Y N WeatherMasteT@ Flexible ice and Water Y Y Y N Y N WeatherMaster@ Pro -Grade Ice and Water Y Y Y N Y N WeatherMaster@ Tile Y Y Y N Y Y Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only ATL14001.4A FL17322-R4 Page 3 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. SCREEK TECHNICAL SERVICES, LLC WIND RESISTANCE (NON-HVHZ ONLY) ATLAS ROOFING CORPORATION Roofing Undedayments The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9. Underly ment System No.1 — WeatherMaster0 Tile onl 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 FBC 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 Rule BIG20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest P.E. have demonstrated compliance with the Florida Building Code, 6h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. `�yt111111i11I! R. No 74021 ice'.° STATE OF :4 r�i C� • C O R CERTIFICATION OF INDEPENDENCE f8 -, lLFr` 201 7.09.30 12.44.22 -04'00' 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 ATL14001 AA 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. r Certificate of Authorization No. 29824 SJEA"' K17520 Edinburgh Dr Tampa, FL 33647 T Ee�—_I L SER%-'? FE, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6sH EDITION (2017) Manufacturer: ATLAS ROOFING CORPORATION Issued September 30, 2017 GlassMaster® 30 2000 Riveredge Parkway, Suite 800 (Ardmore & Hampton) Atlanta, GAA 30328 Tough-Master@20 (770) 612-6267 Manufacturing Plants: Hampton, GA Pro -Cut@ Hip & Ridge Meridian, MS (Ardmore & Hampton) Danger€ield, TX Ardmore, OK Pro -Cut@ Starter Strip Franklin, OH Quality Assurance: UL LLC (QUA9625) SCOPE ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated 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 stripes that complies with ASTM D 3462. 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 & Hampton) dashed, thermally -activated, self-sealing 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. ProLAMT10 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 (Dangerfield) 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. ATLAS ROOFING CORPORATION CREEKAsphalt Shingles TECHNICAL SERVICES, LLC StormMaster® Slate ASTM D 3161, Class F & ASTM D 7158, Class N 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 Report No. Standard Year PRI Construction Materials Technologies (TST5878) ATL -079-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -083-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -086-02-01 Rev 1 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -104-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -106-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -106-02-01 Rev 1 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -107-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -107-02-01.1 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -109-02-01 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL -116-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -118-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -119-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -123-02-01 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL -125-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -127-02-01 Rev 1 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL -132-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -133-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -135-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -136-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -137-02-01 Rev 1 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL -138-02-01 Rev 1 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL -143-02-01 ASTM D 3161 2016 TRS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -144-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATI -A 51-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -162-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -167-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) ATL -168-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -169-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -170-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -171-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -172-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -174-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -179-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -184-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -185-02-01 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL -186-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -187-02-01 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 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -220-02-04 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL -221-02-01 ASTM D 3462 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 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -221-02-04 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL -222-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -222-02-02 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -222-02-03 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 61 G20-3. The manufacturer shall notify CRLLK 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. TECHNICAL SERVICES, LLC CREEK ATLAS ROOFING CORPORATION Asphalt Shingles Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) ATL -222-02-04 TAS 107 ASTM D 7158 1995 2011 PRI Construction Materials Technologies (TST5878) ATL -223-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -223-02-02 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -223-02-03 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) ATL -223-02-04 TAS 107 ASTM D 7158 1995 2011 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 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -225-02-03 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) ATL -225-02-04 TAS 107 ASTM D 7158 1995 2011 ATL13002.6 FL 16305-R6 Page 3 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. CREEKATLASA ROOFING CORPORATION Asphalt Shingles 1=x;; TECHNICAL SERVICES. LLC INSTALLATION Legend Basic Wind Speed (V„It): Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min_ slope: Installation (HVHZ): Installation (Non-HVHZ): 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 ruin. 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. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. 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. 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. Figure 1. Legend 4 Nail Pattern (Non-HVHZ only) Figure 2. Legend S Nail Pattern ATL130a2.6 FL 96305-R6 Page 4 of 19 This evaluation report is provided for State of Florida product approval under Rule 6tG20-3. The manufacturer shall notify GREEK 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® 30 & Basic Wind Speed (V„ n): Tough -Master@ 20 Basic Wind Speed (Vend): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): 1 ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max, 150 mph In accordance with FBC requirements; Solidly sheathed ruin. 19/32 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. 7/16 in. OSB existing construction. In accordance with FBC requirements_ 2:12 and in accordance with I=BC requirements_ Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. 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. Installed with 5 -inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "44 Nail Pattern" or "6 Nail Pattern" detailed below. ._._ 1W Nails Figure 3. GlassMaster0 30 & Tough-MasterO 20 4 Nail Pattern (Non-HVHZ only) A Na i I S rr® rsrr r,. Ann "W" pow "OR rrw # ! _ ■ ■ r 5rdC°°d88 Ve Figure 4. GlassMaster0 30 & Tough -Master® 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 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. CREEK TECHNICAL SERV1cF-s, I_ Prol-AMI Architectural Basic Wind Speed (V,lt): Basic Wind Speed (V�rd): 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 rein. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBG requirements; Solidly sheathed min. 15132 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. 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 'A Nail Pattern" or "6 Nail Pattern" detailed below. 47- f,=.L;;�iT LIN PA.TTERN LENGTH Oti= I " OFF 1�"� 13973- TYP -- — — — — ———————— — — — — —- NAWN G AREA I� Figure 5. ProLAMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only) SINGLE 4- S-ALANT LINE PATIURN I- LEI�E H ON I" :TF — ----------- 7-k _. - _....--------------.._... ----------- ------------------- a —--------------— --- ------- — L7j- NRIt1T'G AflE0. 6� 0„ Figure 6. Pro-LAMT111 Architectural Shingle 6 Nail Pattern ATL13002.6 FL 18305-R6 Page 6 of t 1 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. _i4" %--Immmm ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL. SERVICES, LLQ Pinnacle() Pristine & Basic Wind Speed (Vui{): Max. 194 mph StormMaster@ Shake Basic Wind Speed (V�sd): Max. 150 mph Deck (HVHZ): in accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 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. CSB 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 2112. 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 (Non-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. 2" o= re" SEALPiNF Llh.c �A'.i=F2N uF: r.. L NGTN 1-. 3 cFF BOTTOV: 1' LENGTH ON: OFF 3j"� 731rd' - iYP _ —i-_. ------------- 3R'_ - __ —.. --------------..._._._—_.---____-..__.._._....___....._.. ___._.... _.---...._.._-..__- ---------- --. 14 �-;'^ u:aVVG coon ' i �_ �_ •• 72,. 68 I f I f I 1 t Figure 7. Pinnacle® Pristine and StormMasterfl Shake 4 Nail Pattern (Non-HVHZ ,only) i 3C CV: L -111, -Tr oto: I i - - 3. 1 . j _•-- -------- 41111, -- - - - -- --mow—-�t-----�-- i---� --� - 7-7 Figure 8. Pinnacle@ Pristine and StormMaster® Shake 6 Nail Pattern ATI -13002.6 FL 16305-R6 Page 7 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. SFERVICE . LLC StormMastettfl Slate Basic Wind Speed (V„ it): Basic Wind Speed (Vaw): 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. 15132 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 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 'A Nail Pattern" or "6 Nail Pattern" detailed below. Figure 9. StormMaster@ Slate 4 Mail Pattern T Figure 10. StormMaster0 Slate 6 !Vail Pattern ATI -13002.6 FL 16305-R6 Page 8 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.. k_.. CREEK TECHNICAL SERVICES, LLC Pro -Cut@ Starter Strip Basic Wind Speed (V,flt)-. Basic Wind Speed (Va,d): Deck (HVHZ): Deck (Nan-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. 15132 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. 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 FBG requirements and manufacturer's published installation instructions. Shingles shall be attached as shown below. En l i ------------------------------------------------- 12 ga. l-iJ2•.ing shank na�4 a' i0' i 2•� !� ia� i Figure 11. Pro -Cut® Starter Strip ATL13002.6 FL 16305-R6 Page 9 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. TECHNICAL SERVICES. LLC CREEK ATLAS ROOFING CORPORATION Asphalt Shingles Pro -Gut® Hip & Ridge Basic Wind Speed (Vu},): 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 (Nan-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. Installation (HVHZ and Installed with 5-518 inch exposure in accordance with RAS non-HVHZ): 115 (HVHZ only) and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind, 12 -- -- - 1 I 12 ga. 1-1%2" ring shank nail r I i I Figure 12. Pro -Cut® Hip $ Ridge ATI -13002.6 FL 16345-R6 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CRFEK 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 ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES. LLC 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 FBG 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 8 & 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 undertayment 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 evacuated 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. `1y1111111111/1� No 74021 �•} X; STATE OF :41- ++SCS O CERTIFICATION OF INDEPENDENCE 2017.09.3 0 12;37:24 -04'00' 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 manu€actuOng 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 ATL13002.6 FL 163f15 -R6 Page 11 of 11 This evaluation report is provided for State of Florida product apprcval 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.