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Home My WebLink About113 Grovewood AveCITY OF SANFORD BUILDING & FIRE PREVENTION NOV 3 2016 PERMIT APPLICATION Application No:/& 310, '10 o v Documented Construction Value: S 10 ) Job Address: Grn'12.i yryA pcJe_ Historic District: Yes ❑ lqo, U Parcel ID: j() - ,X) -z3Q - 5t67- 6W0 - b4 d Q Residential Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration K Repair r-1 Demo ❑ Change of Usse ❑ Move ❑ Description of Work: 24 SqvoYQS � 5��A �Q� G�`C 1 °I SQ J ill `�1q-7- 00-� Plan Review Contact Person: Title: Phone: 3Q Fax: 46 (O q Email: Cc)v-y\ 1-0 p Property Owner Information Name -at o cGG - Aa os , Phone: Street: 3 ,r,rn� e IBX 1��- Resident of property?: City, State Zip: Contractor Information Name I LL(— Phone: 46-7-4-11 ` ;�R a3 Street: g Fax: 402 -i0 q--gJtoO- City, State Zip: -]5Q__7D3> State License No.:�- Arch itect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised- June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. P (A, ature of owner/Agent Date Print Owner/Agent's Name of Florida UR NMNI>rCRl1T! - Nsdery Pvbk - 6tste of Flwlda Cae ildwon I q 027576 Of Oonnn. I" Sep 7, 2020 to Me or ►I l� //o Signature of Contractor/Agent Date Cat to S ��rc.�-eZ Print Contractor/Aeenl's Name. ." p •a,, LUZ NENEI "UZ Notary Public - State of FloAde • • g Commission a 00 027576 ?= My Comm. Expires Sep 7, 2020 �•••••, Bonded throutah National Notary Assn. Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY .y to Me or Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas❑ Roof ❑ Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: SF 11-U-16 Revised- June 30, 2015 Permit Application 11/1012016 SC PA Parcel View: 1420-3o-505.0000-0400 ^0 -1W CIA Property Record Card Parcel: 10-20-30-505-0000-0400 Owner: GARCIA-AGOSTO JULIO A& CIPRIAN-COSME SYAMARA ecxw+aroan+rKa,orrw Property Address: 113 GROVEWOOD AVE SANFORD, FL 32773 Parcel Information Parcel 10-20-30-505-0000-0400 Owner GARCIA-AGOSTO JULIO A & CIPRIAN-COSME SYAMARA Property Address 113 GROVEWOOD AVE SANFORD, FL 32773 Mailing 113 GROVEWOOD AVE SANFORD, FL 32773 - Subdivision Name GROVEVIEW VILLAGE IST ADD REPLAY Tax District S1-SANFORD DOR Use Code 01 -SINGLE FAMILY Exemptions 00-HOMESTEAD(2016) �p S sS 65 &'Seminole County, Legal Description LOT40 GROVEVIEW VILLAGE 1STADD REPLAT PB 26 PGS 4 TO 6 Taxes Value Summary Tax Amount without SOH: $2,000.64 2016 Tax BIII Amount $2,000.64 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2017 Working Values 2016 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $119,925 $115,380 Depreciated EX FT Value $141,363 $50,000 Land Value (Market) $25,000 $25,000 Land Value Ag $91,363 County General Fund Just/MarketValue'• $144,925 $140,380 Portability Adj $100 No Save Our Homes Adj $3,562 $0 Amendment 1 Adj 0146 $85.100 P&G Adj $0 $0 Assessed Value 1$141.363 1 $140,380 Tax Amount without SOH: $2,000.64 2016 Tax BIII Amount $2,000.64 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value Page Schools $141,363 $25,000 $116,363 City Sanford $141,363 $50,000 $91,363 SJWM(Saint Johns Water Management) $141,363 $50,000 $91,363 County Bonds $141,363 $50,0001 $91,363 County General Fund $141,363 $50,000 1 $91,363 Sales Description Date Book Page Amount Qualified VacAmp WARRANTY DEED 8/12015 08529 0731 $122,500 No Improved SPECIAL WARRANTY DEED 3/12014 08418 0348 $100 No Improved CERTIFICATE OF TITLE 3/12014 08229 1044 $100 No Improved CERTIFICATE OF TITLE 3/12014 08230 0146 $85.100 No Improved QUITCLAIM DEED 12/1/2006 06563 1532 $100 No Improved QUITCLAIM DEED 12/12004 05569 00_1 $100 No Improved WARRANTY DEED 11/1/1996 03165 0756 $76,900 Yes Improved WARRANTY DEED 8/1/1993 02637 1 0115 $35.000 1 No Improved QUITCLAIM DEED 3/1/1992 02401 0907 I $100 No Improved QUITCLAIM DEED 7/1/1991 03114 0381 $100 No Improved Page 1 of 2 (11 items) [3] 2 httpJ/parceidetail.scpail.orglParcelDetaillnfo.aspx?PID=1 in ROOFING GROUP L'LC CA"STLE I 4"B B.I u, 1 505 Suggs Rd Ste 200 – Apopka Fl. 32703 Certified Roofing Contractor - CCC1329942 Office: 407-477-2823 Fax: 407-814-8169 CUSTOMER: PROPOSAL AND �o�aEss DISCOVER visa Estimlte Given By: IC1P1Y��/ Direct # -3z/-7z'qz4 AUTHORIZATION .I SHINGLE ROOF SPECIFICATIONS Manufacturer: Product Type / Color: naeWOO4%4— Manufacturer Warranty: 5 Limited Lifetime O O Tear Off Existing Roof # of Layers: 0 1 Layer 0 2 Layer Nope: Concealed layer will be billed at $0.20 / each Drip Edge ff' Lead Stacks /Boots At,— Type: 04" O O I+i " O 2" Color: O 3" O Std colors: White, Brown, Black & Tan Drip Edge Main Ventilation V Vents 4 "AtL r7l 10" 1 Type: D Product: 4&mte D ��1111 �Uiyo:a O (Other) Color : Qty : I Color: 0 Special Items (Reflash , skylights, etc) 1. 16370-Pv 2. 3. -L Roofs: Provide all necessary permits and remove all job-related debris Inspect all wood, decking and fascia material, etc for deterioration. Re -Nail charge at the following rates (Includes Labor and Materials) : Plywood @ S per 4'x8' sheet. Other: Additional Work / Comments: TO DO WORK Date: i) 21r C'6 Home/Cell #: Email : 2. LOW SLOPE ROOF SPECIFICATIONS O N/A Manufacturer:�•,�h Product : --y 14 44hsy G Type / Color: Manufacturer Warranty : O 12 Year 0 O Tear Off Existing Roof # of Layers: O 1 Layer O 2 Layer Notes: Concealed layer will be billed at 50.20 / sq A each Drip Edge O Lead Stacks /Boots IO Type: 021" O OI#" 02" Color: Std colon: White. Brown. Black & Tan 03" O IO Insulation (if required) O Vents type: O 4 " 0 10" O Product : (otber) Color: O Special Items (Reflash , skylights, etc) ,. � 3Uoa• v� 2. i 3. rood deck up to code. Replacement of any damaged wood will be an addittional @ S per LFT, Decking @ S Per LF -T, PRICE for work described above: S 1 S70. PJ Payment In full in due upon completion. TERMS AND CONDITIONS I. Castle Roofing Group LLC (Contractor), hereby warrants the workmanship to be free from defects for a period of ten (10) years for shingle roofs and a period of five (5) years for low slope roofs from the date of completion and receipt of payment in full. 2. Both Workers Compensation and Public Liability insurance are carried by Contrictor throughout duration of project. 3. Contractor shall not be held responsible for damages to electrical lines, water lines, refrigerant lines or other mechanical components that have been inproperly installed near roof decking and maybe damaged while performing the installation oC roofing materials 4. Contractor shall exercise care as to not cause any unnecessary wear to driveways and landscaping. Normal operations require access to driveways during the delivery of materials and /or the removal of wont related debris. Unless negligence is shown, contractor will not be responsible for damages to walkways, driveways and/or landscaping: Furthermore, customer herein gives permision for typical delivery vehicles and typical waste removal vehicles to enter said driveway(s) for the purpose of expediting this sales contract. 1 5. Owner agrees to pay all collection fees and charging including but not limited to'all legal and attorney fees should the owner default in payment of this contract. hereby ackno g y acceptance of the terms and conditions described in this document and agree it is a legal and binding contract. t i 2 Caste Roofing Group LLC Date Customer Date ROOFING GROUP LIC CAI TL�t BBB. �!� � 11MERitfN DISCOVER V1.7M BtPRE55 505 Suggs Rd Ste 200 — Apopka FL 32703 Certified Roofing Contractor - CCC1329942 Estimate Given By: lzv-40i Direct # 37,l ZLS'?7-63 7 Office: 407-477-2823 Fax: 407-814-8169 PROPOSAL AND AUTHORIZATION TO D• WORK Date: CUSTOMER: L7 �tt7 G airs I ►9- I ro veujirJ fie_ Sarson% -ri- 37-773 1. SHINGLE ROOF SPECIFICATIONS' O N/A Manufacturer: I Product: L'C Type / Color: JM 4-4— Manufacturer Warranty: loJ Limited Lifetime O D Tear Off Existing Roof # of Layers: O 1 Layer O 2 Layer Nola: Coticaled layers will be billcd at $0.20 / coeh Drip Edge Lead Stacks / Boots AILA-�.�/ Type : 021" [3 p 11 " O 2" K&EN Color: O 3" O Std colors: White, Brown, Black & Tan D Lead Stacks /Boots Main Ventilation V Vents '1jt. 10, Type: 041" Product: AMU Sid colors: White. Brown. Black & Tan (other) Color : Qty : Color: 0 Special Items (Renash , skylights, etc) .•00 1�37� 2. 3. -L Roofs: Provide all necessary permits and remove all job-related debris Home/Cell #: Email : 2. LOW SLOPE ROOF SPECIFICATIONS O N/A Manufacturer:V k Product: -/i 4kht� G Type / Color: Manufacturer Warranty: 13 12 year p O Tear Off Existing Roof # of Layers : O 1 Layer O 2 Layer Nota: Concealed layers will be billed at $0.20 / sq 0 each D Drip Edge D Lead Stacks /Boots Type: 02J„ O DI1,. O2„ Color: D 3" O Sid colors: White. Brown. Black & Tan O Insulation (if required) O Vents Type: 04" 010,o Product: (other) Color: O Special Items (Reflash , skylights, etc) 1. � 3UDD• fJJ 2. 3. Inspect all wood, decking and fascia material, etc for deterioration. Re -Nail entire rood deck up to code. Replacement of any damaged wood will be an addittional charge at the following rates (Includes Labor and Materials) : Fascia (u3 $ per LFT, Decking (a3 $ Per LFT, Plywood Q S per 4'x8' sheet. Other: Additional Work / Comments: PRICE for work described above: $ 1 S70. Ou Payment in full in due upon completion. TERMS AND CONDITIONS 1. Castle Roofing Group LLC (Contractor), hereby warrants the workmanship to be free from defects for a period of ten (10) years for shingle roofs and a period of five (5) years for low slope roofs from the date of completion and receipt of payment in full. 2. Both Worker's Compensation and Public Liability insurance are carried by Contractor throughout duration of project. 3. Contractor shall not be held responsible for damages to electrical lines, water lines, refrigerant lines or other mechanical components that have been inproperly installed near roof decking and may be damaged while performing the installation of roofing materials 4. Contractor shall exercise care as to not cause any unnecessary wear to driveways and landscaping. Normal operations require access to driveways during the delivery of materials and /or the removal of work related debris. Unless negligence is shown, contractor will not be responsible for damages to walkways, driveways and/or landscaping. Furthermore, customer herein gives permision for typical delivery vehicles and typical waste removal vehicles to enter said driveway(s) for the purpose of expediting this sales contract. 5. Owner agrees to pay all collection fees and charging including but not limited to all legal and attorney fees should the owner default in payment of this contract. hereby ackno g y acceptance of the terms and conditions described in this document and agree It Is a legal and binding contract. 411.264 :�, II . gAt-o ib— la z g�l b Cast c Roofing Group LLC Date Customer Datc Additional Terms and Conditions 1. Any additional work (including replacement required under item #3) will be an additional cost 2. Contractor shall not assume liability or be held liable for any damages to personal property or physical injury as a result of vibrations caused by hammering or walking on structures or any other normal work operations necessary for completion of the work scope and shall not assume liability for any damages to improperly maintained or improperly constructed structures resulting from normal work operations necessary for completion of the work scope. 3. It is understood and agreed that this contract shall not become binding upon Contractor until it is approved, accepted by Contractor or until performance commences or whichever occurs first. 4. Any and all leftover materials are the property of Contractor, and all materials remain the property of Contractor until paid in full. 5. If any of the terms are held invalid or unenforceable, the remaining provisions will not be affected and continue to apply. 6. Any representations or other communications not written in this contract are agreed to be immaterial, and not relied by either party. The entire understanding and contract agreement of the parties is contained in this contract agreement document. 7. In the event that payment is not made as noted in this contract, the amount or remaining balance due and owing shall bear interest at a rate of eighteen (18%) percent per annum until paid in full. 8. In the event that contractor is required to institute legal action, mediation and/or arbitration to enforce, construe or interpret the terms and conditions of this contract, Contractor shall be entitled to its reasonable attorney's fees and court costs at any trial / court or appellate level and for any mediation and/or arbitration. 9. The customer represents and warrants that he or she are the owners, or legal power of attorney, or legally authorized to approve contracts for improvements or restorations on the address of the land and premises located on the first page of this contract. 10. Customer shall provide the Contractor, at their expense, water and electricity throughout the duration of the project. 11. Contractor shall not be liable for any delay due to circumstances beyond its control including strikes, casualty or general unavailability of materials. 12. If payment is to be processed by a bank or finance company, Customer agrees to provide Contractor with contact information to expedite payment. 13. Contractor will coordinate the removal and reinstallation of roof related peripherals such as (but not limited to) solar units, skylights, TV dishes or antennas and air conditioners, etc. The cost for such work may be in addition to the contract price approved by the Customer. 14. Contractor shall at its own expense obtain all permits necessary for the work to be performed. 15. All work shall be completed in a workmanship like manner. THIS INSTRUMENT PREPARED BY: Name: Nelda Cruz Address _ J Apopka, t 3270131 NOTICE OF COMMENCEMENT Permit Number. Parcel ID Number: 10-20-30-505-0000-0400 I�111►Intl II�It Itltt IIIIt �IIIt iltl IIII MARYANNE NORSEr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 8807 Ps 102 (1P3 s ) CLERK'S T 2016119362 RECORDED 11/16/2016 01:45:47 P11 RECORDING FEES $10.00 RECORDED BY .in_,_ken►•o The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. � �i1PT E �A 6iS i o��CARra`g Gar s�Ce&t�dboe��f l✓e�WOOD AVE SANFORD. FL 32773 2. GENERAL DESCRIPTION OF IMPROVEMENT: Re -Roof with Shingles CertainTeed Landmark 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: JULIO A GARCIA-AGOSTO & SYAMARA CIPRIAN-COSME / 113 GROVEWOOD AVE SANFORD, FL 32773 Interest in property: OWNER Fee Simple Title Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: Name: Castle Roofing Group, LLC Phone Number. 407477-2823 Address: 505 Suggs Rd., Ste. 200, Apopka, FL 32703 5. SURETY (If applicable, a copy of the payment bond is attached): Name: Address: Amount of Bond: 6. LENDER: Name: Phone Number. Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Phone Number. Address: 8. In addition, Owner designates Of to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, 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 INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of pequry, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and b of. a,i AeIA (Signature or Owner or lessee, or Owners or Lessee's (Print Name and Provide Signatory's TIWOnlce) A . ^• :�s� Authorized Officer/Director/Partner/Manager) O if 1 State of �/OYirke County of 1 ',,�j � 11SF;yfiN The foregoing Instrument was acknowledged before me this day of ylar�0 J 2b�Y1" by . L. 0 � - A� C , � Who is personally known to me ,� OR r" Name or person matting statement who has produced identification D��Dt�t2\ \� C�� ✓1 a p type of identification produced: v o W:MEIIE11216 CRUZ f• l > Notuti P� • 8611 of Fb*ft* Notary Sig re W W o Commission • 8G 027576 u ':;;� •' My Comm. Expires Sep 7, 2020 U-° !3 Y a 2 �Bonded Through National Notary Assn. yvL m Z LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I 1 0 L // (0 I hereby name and appoint: �� Qr��L'.y W 1� Z an agent of: to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): dI The specific permit and application for work located at: 113 C,roy�>��Dc` fuse Q��rc\R. ��13 (Street Address) Expiration Date for This Limited Power of Attorney: 1 3 2 01'1— License Holder Name: Caf `yS pQ�- rlac4fz State License Number: CcC \3�Lggz� Signature of License Holder: STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this day of , 200, by a✓ `OS 'fie✓ r�C.�cZ� who is rsonally known to me or o who has produced as identification and who did (did not) take an oatthh. LUZ aER910A CIMa Signatur SMY pWAie • SM d Wads c ogpmsslon 186 027870 p Lb11tM. ErON�s Sip 7, 2020 Bonded tnrougON�tlonilNa AS"' Print or type name Notary Public - State of �1o�no�o• Commission No. RA 65, 5-)Qp My Commission Expires: 14 (Rev. 08.12) T � e City of SanfordBuilding and Fire Prevention Product Approval Specification Form Permit # Project Location Address l�I b(0 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.flor'idabuildino.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # Description include decimal 1. Exterior Doors Swinging Sliding Sectional Roll U Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category/ Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles '. A,Tecck V, 54 Underla ments , C $ a to , Roofina Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Ct ( ee fLA( SA- - mo -1) 3 l a 33 Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name NA \�s F� (Please Print) June 2014 Up tt�tseerrr aatkaati�a,ar pf.CORD COPY Page 1 of 1 SCIS Home I Log In I User Registration Hot Topics I Submit Surcharge i Stats It Facts I Publications I FBC Staff I SCIS Site Map I Links I Search i Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Caar h Oeeulte . Annlleztinnc Refine Search FL* 2533 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL M IyQg Manufacturer Validated By Status FL2533-R16 Revision CertainTeed Corporation -Roofing Category: Roofing Subcategory: Modified Bitumen Roof System John W. Knezevich, PE (954) 772-6224 Approved History -npprovco oy or.. MPPMV015 uY vorn span m mvrcwcu anu reunw uy me tv anurur ane comm m" n nccrssary. The State of Florida Is an WEED employer. Copvrfaht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts E07 I.= 3A64 FIEVIEWED POR CODE COMPUANCE lr PLANS EXAMINER 1 WI:Y DATE Credit Card Safe FORD BUILDING DNI 1 N A PERMIT IISPRO_D SHA L OE CONSTRUED TO BE A CEED WITH THE WORK AND NOT AS LICENSE T TER OR SET VOLATE, CANCEL. AL AUTKORI OF TOHE11 PROVISIONS OFT E TECHNICAL ASIDE CODES. NOR LDING 0:FIMIT PREVENT � C THE 8UIAL FROM t THEREAFTER N PLANS. RE REOVIRING A CORK OF ER �OIp,T10NS OF THIS CODE CONSTRUCTION OR 11/28/2016 QOTRINITYIERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Appllcation Type Description Page 1A Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-6 18 Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 7 1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 8-9 1D Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 10-12 1E-1 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 13.15 IE -2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 16-17 SF Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 17 2A Steel or Conc. New, Reroof (Tear -Off) or Recover 8 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 18-20 28 Steel or Conc. New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 21.25 2C Steel or Conc. New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 26-28 3A Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 29-36 38 Concrete New or Reroof (Tear -Off) A-3 Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover 37 3C Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 37 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 38-39 48 LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 40 4C LWIC New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 41-44 SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 45 58 CWF New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 46 SC CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 46 SD CWF New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 47 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 48.49 68 Gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 50 6C Gypsum Reroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover 50 6D Gypsum Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 51 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 52-58 78 Various Recover F Non -Insulated, Bonded Roof Cover 58 The followine notes apply to the systems outlined herein: The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: Wood Deck: OMG N14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with CMG 3 in. Galvalume Steel Plate, Dekfast #14 with Hex Plate or 3" Round Insulation Plate, Trufast HD with Trufast 3" Metal Insulation Plates or FlintFast 7114 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75 -inch plywood penetration or minimum 1 -inch wood plank embedment. ➢ Steel Deck: OMG 1112 or #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG 1112 Standard or HD with CMG 3 in. Galvalume Steel Plate, Dekfast 1112 or #14 with Hex Plate or 3" Round Insulation Plate, Trufast DP or HD with Trufast 3" Metal Insulation Plates or FlintFast #12 or #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75 -inch steel penetration and engage the top flute of the steel deck. ➢ Concrete Deck: OMG N14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD -10 with OMG 3 in. Galvalume Steel Plate, Dekfast 7114 or DekSpike with Hex Plate or 3" Round Insulation Plate, Trufast HD or CF with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 1 -inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization 779503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1117 for F1.2533-1116 Revision 17:02/04/2016 Appendix 1, Page 1 of 58 QO TRINITY I ERD 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, GlasRoc Roof Board or gypsum-based roof board that meets the CIA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FOC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.8, when installed with the roof cover. 4. Minimum 200 psi, minimum 2-inch lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. 5. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. D Hot asphalt (HA): Full coverage at 25-30 lbs/square D Ashland Pliodeck (A-PD): Continuous 0.75 inch wide ribbons, 12-inch o.c. Ribbons of subsequent layers shall be perpendicular to those in the layer below. ➢ Dow Insta-Stik (D-IS): Continuous 0.75 to 1 inch wide ribbons, 12-inch o.c. ➢ Dow Spray-N-Grip (O-SG): Full coverage ➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. ➢ Millennium PG-1 Pump Grade Adhesive (M-PG1): Continuous 0.5 to 0.75-inch wide ribbons, 12-inch o.c. ➢ OMG OlyBond 500 or OlyBond Green (OB500): Continuous 0.75-inch wide ribbons, 12-inch o.c. (PaceCart or spotshot) D 3M CR-20: Continuous 2.5 to 3-inch wide ribbons, 12-inch o.c. (Note: TITESET may be used where CR-20 is referenced). ➢ Note: When multiple loyers(s) of insulation and/or coverboard are installed in ribbon-applied adhesive, adhesive ribbons shall be staggered from layer-to-layer a distance of one-half the ribbon spacing. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 6. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table: Ashland Pliodeck (A -PD) @ 12 -inch o.c. MOP -105.0 psf (Min. 1.0 -inch) Ashland Pliodeck (A -PO) @ 6 -inch o.c. MDP -277.5 psf (Min. 1.0 -inch) D Dow Insta-Stik (D -IS): MOP -120.0 psf (Min. 1.0 -inch) D Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 1.0 -inch) ➢ Millennium PG -1 Pump Grade Adhesive (M-PG1): MOP -157.5 psf (Min. 1.0 -inch) ➢ OMG OlyBond 500 (08500): MDP -45.0 psf (Min. 0.5 -inch Multi -Max FA3) ➢ OMG OlyBond 500 (08500): MOP -187.5 psf (Min. 0.5 -inch ISO 95+ GL) ➢ OMG OlyBond 500 (08500): MOP -315.0 psf (Min. O.S-inch ENRGY 3) D OMG OlyBond 500 (08500): MOP -487.5 psf (Min. 0.5 -inch ACFoam II) 3M CR -20: MOP -117.5 psf (Min. 1.0 -inch) 7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 8. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 9. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 10. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX -1. Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report 3520.03.04-1117 for FL2533-R36 Certificate of Authorization #9503 Revision 17: 02/04/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 2 of 58 QOTRINITYIERD 11. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibilityand bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA -1 or TAS 124. 12. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 13. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report 3520.03.04-R17 for FL2533-1136 Certificate of Authorization #9503 Revision 17:02/04/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 3 of 58 CERTAINTE:EDFUNTUIST�IED B� MEN 6OMPONENTS & APPLICATION METHODS Reference layer Material Application BP -AA Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 (Base and Ply sheets, Asphalt- Hot asphalt at 20-40 lbs/square Applied) Ply Flintglas Ply Sheet Type IV; Flintglas Premium Ply Sheet Type VI BP AA2 Base Yosemite Venting Base Hot asphalt in 24 -inch diameter spots in 30 - (Base, Spot -Asphalt -Applied) inch grid pattern BP-AA3 Base Yosemite Venting Base Hot asphalt in 9 -inch diameter spots in grid (Base, Spot -Asphalt -Applied) pattern noted herein. BP-AA4 Base Yosemite Venting Base Hot asphalt in 9 -inch wide ribbons spaced (Base, Strip -Asphalt -Applied) as noted herein. BP-CA2 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Henry #903 Adhesive at 1.5 gal/square BP-CA3 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Millennium Hurricane Force Membrane Adhesive, beads spaced 6 -inch o.c. Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Ply Flihtlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS -AA Flintlastic Cap 30; Flintlastic Cap 30 CoolStar, Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar, Flintlastic FR Dual (SBS, Asphalt -Applied) Hot asphalt at 20-40 lbs/square Cap Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar, Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA1 eBrush or Karnak No. 81 Cold Note: Base ply cures overnight prior to application of the cap ply. Process ProcModified Bitumen Adhesive Brush Ca Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar; Cap (SBS, Cold -Applied) Grade at 1 gal/square Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA2 Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual (SBS, Cold -Applied) Henry #903 Adhesive at 1.5 gal/square. Cap Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar, Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA3 Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Millennium Hurricane Force Membrane Flintlastic Cap 30; Flintlastic Cap 30 CoolStar, Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual (SBS, Cold -Applied) Adhesive, beads spaced 6 -inch o.c. Cap Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar; Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report 3520.03.04-R17 for FL2533-1136 Certificate of Authorization #9503 Revision 17:02/04/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 3 of 58 QOTRINITYIERD 14. Insulation is optional for Recover or Concrete Deck Applications using System Type D (Mechanically Attached Base Sheet, Bonded Roof Cover). 15. "MDP" =Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report 3520.03.04.1137 for F1.2533 -R16 Certificate of Authorization #9503 Revision 17:02/04/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 4 of 58 CERTAINTEMORE M-l"A TCS MOOIFIEO BnUMEN COMPONENTS & APPUCATON METHODS (CONTNUEO) Reference layer Material Application Base Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T Ply Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T SBS -TA (SBS, Torch -Applied) Torch -Applied Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS; Flintlastic GTS CoolStar; Flintlastic GTS -FR; Cap Flintlastic GTS -FR CoolStar; FlintClad Base Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus APP -TA (APP, Torch -Applied) Torch -Applied Cap Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar; Flintlastic GTA -FR; Flintlastic GTA -FR CoolStar SBS -SA -H (SBS, Self -Adhering, Hybrid Base/Ply Black Diamond Base Sheet; Flintlastic Ultra Glass SA Self -Adhering Systems) Base Flintlastic SA PlyBase; Flintlastic SA Mid Ply SBS -SA Self -Adhering Ply Flintlastic SA PlyBase; Flintlastic SA Mid Ply I (SBS, Self -Adhering) Cap Flintlastic SA Cap; Flintlastic SA Cap CoolStar; Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar 14. Insulation is optional for Recover or Concrete Deck Applications using System Type D (Mechanically Attached Base Sheet, Bonded Roof Cover). 15. "MDP" =Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report 3520.03.04.1137 for F1.2533 -R16 Certificate of Authorization #9503 Revision 17:02/04/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 4 of 58 TTRINITYIERD TABLE 1E-2: WOOD DECKS—NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover MDP No. (See Note 1) Base Fasteners Attach Ply Cap (Psf) (See Note 1) Min. 23/32 -inch exterior W-90 Min. 19/32 -inch plywood at max 24 -inch spans BP -AA, SBS- SBS -SA (Optional) SBS -SA SBS -SA -127.5 Poly SMS Base; Ultra Poly 12 -inch o.c. at 4 -inch lap and 36 -inch o.c. in two, SBS -AA, SBS - W -82 grade plywood at max. 24- See Note 2 AA, SBS -TA or -45.0 SMS Base equally spaced, staggered center rows TA or APP -TA inch spans APP -TA Flintfast 3 in. Insulation Plates with (Optional) BP - Min. 15/32 -inch plywood at Glasbase; Flexiglas; Flintlastic Flintfast #12 or #14; Trufast 3" Metal 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in three, AA, SBS -AA, SBS -AA, SBS- W -83 Base 20• Poly SMS Base; Ultra -97.S max 24 -inch spans Poly SMS Base; Yosemite Insulation Plates with DP or HD; OMG 3 equally spaced, staggered center rows SBS -TA or TA or APP -TA In. Round Metal Plates with OMG #14 HD APP -TA Min. 15/32 -inch plywood at OMG 3 in. Round Metal Plates with OMG 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in three, W-84 Flintlastic APP Base T APP -TA APP -TA -97.5 max 24 -inch spans 1114 HD equally spaced, staggered center rows. Glasbase; Flexiglas; Flintlastic Base 20; All Weather / Flintfast 3 in. Insulation Plates with (Optional) BP- Min.15/32-inch plywood at 8-mch o.c. at 4 -inch lap and 8 -inch o.c. at three SBS -AA or W-85 Empire Base; Poly SMS Base; FlintFast 1114; Trufast 3" Metal Insulation AA, SBS -AA or -97.5 max 24 -inch spans Ultra Poly SMS Base; Plates with Trufast HD (3) equally spaced, staggered center rows SBS -TA SBS -TA Yosemite Min. 19/32 -inch plywood at Glasbase; Flexiglas; Flintlastic 7 -inch o.c. at 3 -inch lap and 7 -inch o.c. in three, BP -AA, SBS SBS -AA, SBS- W-86 Base 20; Poly SMS Base; Ultra See Note 2 AA SBS -TA or -105.0 max 24 -inch spans Poly SMS Base; Yosemite equally spaced, staggered center rows APP -TA TA or APP -TA Min. 19/32 -inch plywood at OMG 3 in. Round Metal Plates with OMG 7 -inch o.c. at 3 -inch lap and 7 -inch o.c. in three, W-87 Flintlastic APP Base T #14 HD or Dekfast Hex Plate with Dekfast APP -TA APP -TA -105.0 max 24 -inch spans equally spaced, staggered center rows Flintfast 3 in. Insulation Plates with (Optional) BP - Min. 15/32 -inch plywood at Glasbase; Flexiglas; Flintlastic FlintFast #12 or #14; Trufast 3" Metal 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in four, AA, SBS -AA, SBS -AA, SBS- W -88 Base 20; Poly SMS Base; Ultra .127.5 max 24 -inch spans Insulation Plates with DP or HD; OMG 3 equally spaced, staggered center rows SBS -TA or TA or APP -TA Poly SMS Base; Yosemite in. Round Metal Plates with OMG 7114 HD APP -TA Min. 15/32 -inch plywood at OMG 3 in. Round Metal Plates with OMG 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in four, W-89 max 24 -inch spans Flintlastic APP Base T #14 HD equally spaced, staggered center rows. APP -TA APP -TA -127.5 TABLE 1F: WOOD DECKS—NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System Deck Roof Cover Primer MDP (psf) Base Ply Cap No. (See Note 1) W-90 Min. 19/32 -inch plywood at max 24 -inch spans FlintPrime or SBS -SA (Optional) SBS -SA SBS -SA -127.5 FlintPrime SA Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization 719503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1137 for F1.2533-1116 Revision 17:02/04/2016 Appendix 1, Page 17 of 58