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1850 MAYPORT RD - ROOF ROOF NON SHINGLE PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH ROOF18-0098 \11 800 SEMINOLE ROAD ISSUED: 11/19/2018 ATLANTIC BEACH. FL 32233 EXPIRES: 5/18/2019 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 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. } JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 1850 MAYPORT RD ROOF NON SHINGLE re-roof FL10497-R6 $11200.00 TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 172075 0000 SECTION LAND COMPANY: ADDRESS: CITY: STATE: ZIP: MASTER BUILDING CONTRACTORS, LLC 484 Whiting Lane Atlantic Beach FL 32233 OWNER: ADDRESS: CITY: STATE: ZIP: OSSI KLOTZ LLC PO BOX 330833 ATLANTIC BEACH FL 32233 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. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $110.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $55.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.48 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $169.48 Issued Date: 11/19/2018 1 of 2 � L J yy, City of Atlantic Beach APPLICATION NUMBER �s a Building Department (To be assigned by the Building Department.) ,�or) 800 Seminole Road /' r� Q t; -••• Atlantic Beach, Florida 32233-5445 F l ti! U— CO3 Phone(904)247-5826 • Fax(904)247-5845 j 0;31 % E-mail: building-dept@coab.us Date routed: 11. l 3 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM icy - it Property Address: , 0 j b . k.G. .'of - a . Department review required Ye No Biuilding , Applicant: 11/4AUk. i &l.1/4.\O-1.\ _) 1....o c\ &lttj S Planning & Zoning Tree Administrator Project: 1 t_.---( ook' _ ( ©ok' F L ► 04419 - e_(a Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [proved. I 'Denied. ['Not applicable (Circle one.) Comments: A 6 C _ 4 o -1-• at.,ce_ /�BUILDIN O'� PLANNING &ZONING /-/ ----,r Reviewed by: Date: S TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑De ed. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I (Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 „ ;s==>;r,,, Building Permit Application Updated 10/9/18 Vii', City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY '” Phone: (904) 247-5826 Fax: (904) 247-5845 Email: Building-Dept@coab.us IS REQUIRED. Job Address: 1850 A,B,C,D,E Mayport Road,Atlantic Beach FL 32233 Permit Number: R.C)0t" r v—c'v '3" Legal Description 17-2S-29E-17 _RE# 172075-0000 Valuation of Work(Replacement Cost)$ 6//,;WO— Heated/Cooled SF Non-Heated/Cooled • Class of Work: ,New EAddition ❑Alteration ril0fepair ❑Move [Memo EPool ❑Window/Door • Use of existing/proposed structure(s): ❑✓ Commercial ❑Residential • If an existing structure, is a fire sprinkler system installed?: EYes ❑✓ No • Will tree(s)be removed in association with proposed project?❑Yes(must submit separate Tree Removal Permit) 12.1No \ Describe in detail the type of work to be performed: Roof hu (,a Florida Product Approval#FL10497-R6 for multiple products use product aaroval form co Property Owner Information < i _a Z I Name Ossi Klotz, LLC Address 645 Mayport Road, Suite 5 d V Z O City Atlantic Beach State FL zip 32233 Phone (904) 247-5334 2 S p o E-Mail jklotz@theklotzcompanies.com 0 tib Za Z Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) n/a V _. c U Contractor Information w CizliQ z Name of Company Master Building Contractors, LLC Qualifying Agent Sean Johnson 0 0 Q Address484 Whiting Lane City Atlantic Beach State FL Zip 324 ! N Office Phone (904) 463-7895 Job Site Contact Number (904) 463-7895 CCC1327820 seanc ohnson999 m 0 E State Certification/Registration# E-Mail 1 @9 ail.com LL O {x; 1 } Architect Name& Phone# N/A 0 ,, n m Engineer's Name&Phone# N/A 141 k-- to D Ci Workers Compensation Insurer Illinois National Insurance CO _ OR Exempt❑ Expiration Date 07/O1/2019i u) ill I Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation ha`` w commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating w CC construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. 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. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATT RNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. , , /' iIgnatur�e�wner or Agent) ( ign ture of Contractor) /Si // T6 Signed and sworn to(or affirmed)before me this day of Signed and sworn to(or firmed)before me thisb day of /UJefe�c h672., Jirf ,by 'Fr-,(/o TZ ��v[n,he , �Qlg ,by ,feAA,`4c, Gt/i , , . --J1 Za,..ch-r 4'c ' (Signature of Notary) v (Signature of Notary) p LISA A.BINDER LISA A. BINDER oV,RYgy, ori '-, NOTARY PUBLIC personally Known OR �-* NOTARY PUBLIC Personally Known OR T. STATE OF FLORIDA ( ]Produced Identification �iik4o STATE OF FLORIDA ]Produced Identification Comm#FF72140319 89043 Type of Identification: i;-�:Comm#FF189043 Type of Identification: INCE 190 Expires 1/1212019 Expires 1/12/2019 OFFICE COPY 1. p.,; f CITY OF ATLANTIC BEACH s� 800 SEMINOLE ROAD r4 AlIlk- ATLANTIC BEACH,FL 32233 (904)247-5800 A copy o l JA (loc.U.n . f- 6,-4s St vin 1 ,1-4-k Roo 4" cert. 4 vra Woe—c rp-rerptic 1 ..%3 10. At 1,n S.).-r.'f Retv<S4-1.. /Y1,) . 1/- IF-1 err March 9, 2018 Real Estate Numbers: 172236 0000 172236 0010 172075 0000 172075 0100 172075 0200 Background: 1. The referenced parcels comprise a combined site and are owned by the same entity. 2. The addresses appear to have been changed, sometime in the past, and do not agree with City or JEA records. 3. There appear to be numerous unpermitted alterations throughout the site. 4. There are numerous code violations throughout the site, including electrical wiring, deemed hazardous. 5. There appears to be more sub-divided spaces than addresses or electric accounts. Please provide accurate and complete floor plans, drawn to scale, for all six building on site, indicating all sub-divided spaces, electric services, addresses, tenant separation walls, and access and egress for each space. Said floor plans will be the basis for inspections of each building to identify unpermitted work and code violations. Please provide the floor plans by March 26, 2018. Respectfully, Dan Arlington, CBO City Building Official (904) 247-5813 darlington@coab.us 1 OFFICE Copy OSSI KLOTZ LLC 4- Primary Site Address Official Record Book/Page Tile# PO BOX 330833 1850 MAYPORT RD 03563-00345 9417 ATLANTIC BEACH, FL 32233 Atlantic Beach FL 32233 1850 MAYPORT RD Prole Detail Value Summary RE# 172075-0000 2017 Certified /2018 In Progress Tax District USD3 Value Method Income Income Property Total Building Value $0.00 $0.00perty Use 4899 Warehouse/Flex Space -----------___—.._. ___-- -- _ — — Extra Feature Value $0.00 #of Buildings 1 $0.00 I Legal Desc. For full legal description see Land Value(Market)$40,728.00 $40,728.00 _ -- — Land&Legal section below Land Value(Aeric.) $0.00 $0.00 Subdivision00000 SECTION LAND Just(Market)Value $128,900.00 $131,600.00 Total Area 111026 Assessed Value $128,900.00 $131,600.00 The sale of this property may result in higher property taxes.For more information go Cap Diff/Potability Amt $0.00/$0.00 $0.00/$0.00 to Save Our Homes and our Property Tax Estimator.'In Progress'property values, Exemptions $0.00 See below exemptions and other supporting information on this page are part of the working tax --------- ----- --- roll roll and are subject to change.Certified values listed in the Value Summary are those Taxable Value I$128,900.00 See below certified in October,but may indude any official changes made after certification Learn how the Property Appraiser's Office values property. Taxable Values and Exemptions—In Progress- _' If there are no exemptions applicable to a taxing authority,the Taxable Value is the same as the Assessed Value listed above in the Value Summary box. County/Municipal Taxable Value S]RWMD/FIND Taxable Value School Taxable Value No applicable exemptions No applicable exemptions No applicable exemptions Sales History-.--. 1 Book/Page Sale Date I Sale Price I Deed Instrument Type Code I Qualified/Unqualified I Vacant/Improved 03563-00345 7/23/1973 $1,800.00 1WD-Warranty Deed Unqualified Improved i 03786-00324 8/30/1974 , $22,000.00 WD-Warranty Deed Unqualified Improved 04319-00871 12/1/1977 I $100.00 I QC-Quit Claim Unqualified Improved 06876-00136 14/2/1990 I $100,000.00 I MS-Miscellaneous Unqualified J Improved 06980-00157 19/28/1990 i$275,000.00 1SW-Special Warranty Unqualified i Improved 09849-01630 11/29/2000 I$485,000.00 WD-Warranty Deed Unqualified Improved i 11606-01927 1/26/2004 I$485,000.00 WD-Warranty Deed Unqualified Improved 12109-01007 10/5/2004 I $550,000.00 WD-Warranty Deed Unqualified Improved Ai Extra Features.__ LN Feature Code Feature Description I Bldg. I Length I Width I Total Units I Value 1 • PVCC1 I Paving Concrete 11 10 10 15,500.00 '$6,958.00 2 I WMCC1 Wall Masonry/Concrt i 1 i 0 i 0 160.00 I$125.00 Land&Legal Land Legal LN Code I Use Description'Zoning I Front Depth Category Land Units:'Land Type I Land Value 1 LN i Legal Description 11 11000 COMMERCIAL I ACG 10.00 0.00 I Common 7,405.00 I Square Footage!$40,728.00 11 117-2S-29E.17 12 I 1 PT1007 GOVT LOT 3 RECD O/R 12109-I 3 I BEING PARCEL 2 Buildings -. Building 1 Building 1 Site Address IElement Code Detail 1850 MAYPORT RD I Atlantic Beach FL 32233 I Exterior Wall 15 15 Concrete 61k ';Roof Struct4 4 Wood Truss F Building Type 4809-WHSE RD( I Roofing Cover 14 14 Built Up/T&G Year Built 1977 I Interior Wall I 1 I 1 Masonry Min Building Value $113,524.00 I Int Flooring 3 13 Concrete Fin t I Heating Fuel 1 1 None -ICCs I I I Heating Type 1 1 None 1 I 1 OFFICE L.. IGross Heated Effective I Air Cond 11 1 None I r�� Area Area Area Comm Htg&AC I 0 0 None I Base Area 1707 1707 1707 Comm Frame 1 3 3 C-Masonry Average 1150 1150 2300RAS I Office r Canopy 164 0 I Element Code I Canopy 184 0 74 I Baths 4.0001 i..::•-d Total 13205 2857 4147 Stories 1.000 r Rooms/Units 2.000 I A AIRF 1 Avg Story Height 8.000 ( J IRestrooms 1.000 2017 Notice of Proposed Property Taxes Notice(TRIM Notice) Taxing District Assessed Value I Exemptions I Taxable Value I tad Year I Proposed I Rolled-baric i Gen Govt Beaches $131,600.00 I$0.00 $131,600.00 $1,050.69 I $1,072.70 I$1,006.10 I Public Schools:By State Law $131,600.00 I$0.00 $131,600.00 $546.15 I $532.32 I$526.57 1 By Local Board $131,600.00 $0.00 $131,600.00 $289.77 I $295.84 $279.37 FL Inland Navigation Dist. $131,600.00 I$0.00 $131,600.00 $4.12 I $4.21 $3.97 Atlantic Beach $131,600.00 I$0.00 $131,600.00 $416.15 I $424.87 $398.12 I Water Mgmt Dist.S]RWMD $131,600.00 1$0.00 $131,600.00 $35.11 I$33.72 $33.72 Gen Gov Voted $131,600.00 j$0.00 I$131,600.00 $0.00 I$0.00 $0.00 School Board Voted $131,600.00 !$0.00 I$131,600.00 $0.00 I$0.00 I$0.00 I Urban Service Dist3 $131,600.00 I$0.00 1$131,600.00 $0.00 I$0.00 I$0.00 I Totals I$2,341.99 I$2,363.66 I$2,247.85 lust Value i Assessed Value Exemptions I Taxable Value Lad Year $128,900.00 $128,900.00 $0.00 $128,900.00 Current Year $131,600.00 i$131,600.00 $0.00 $131,600.00 2018 TRIM Property Record Card(PRC) This PRC reflects property details and values at the time of the original mailing of the Notices of Proposed Property Taxes(TRIM Notices) in August. Property Record Card(PRC) The PRC accessed below reflects property details and values at the time of Tax Roll Certification in October of the year listed. 2017 2016 2015 2014 •To obtain a historic Property Record Card(PRC)from the Property Appraiser's Office,submit your request here: .' . More Information ontact Us I Parcel Tax Record I GIS Map I Map this property on Google Maps I City Fees Record OFFICE COPY C. TRINITY ERD APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page 1A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 4 1B-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4 1B-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5 1C Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 6 1D Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 7 1E-1 Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 8 1E-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 9 1F Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 9 2A Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 10 28 Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 11 3A Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 12-14 38 Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 14 4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 15-16 4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 16 4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 17-18 5A CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 19 5B CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 19 5C CWF New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 19 6A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 20 6B Gypsum Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 21 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 21-22 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement: > Wood: Minimum 0.75-inch penetration. > Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. > Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum-based roof board or mineral-wool roof board that meets the QA requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover. 4. Minimum 200 psi,minimum 2-inch thick 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. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. Preliminary insulation attachment for System Type D:Unless otherwise noted,refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29(January 2016). Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report M10000.03.08-R6 for FL10497-R6 Certificate of Authorization#9503 61"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:09/08/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide Modified Bitumen Roof Systems;(608)365-3111 Appendix 1,Page 1 of 22 -.' TRINITY ERD 6. 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. > Hot asphalt: Full coverage at 25-30 lbs/square. > Dow Insta-Stik Roofing Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. ➢ Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. ➢ OMG OlyBond 500(0B500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is referenced. > OlyBond Classic(OB Classic): Full coverage at 1 gal/square. ➢ ICP Adhesives CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c. > Note: When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,board joints shall be staggered. > 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. 7. 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: > Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.0.5-inch thick) ,.i/K ➢ OMG OlyBond 500(08500): MDP -45.0 psf (Min.0.5-inch thick Multi Max FA-3) ➢ OMG OlyBond 500(08500): MDP -187.5 psf (Min.0.5-inch thick ISO 95+GL) > OMG OlyBond 500(08500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3) > OMG OlyBond 500(08500): MDP -487.5 psf (Min.0.5-inch thick ACFoam II,Poly ISO 2) > ICP Adhesives CR-20: MDP -117.5 psf (Min.1.0-inch thick) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. 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 ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 10. For assemblies with all components fully bonded in place,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. 11. 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 ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12. For existing substrates in a bonded recover or re-roof installation,the existing roof surface or existing roof deck shall be examined for compatibility and 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 Authority Having Jurisdiction,as documented through field uplift testing in accordance with ANSI/SPRI IA-1,ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application. 14. Lightweight Insulating Concrete(LWC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced,refer to current LWC Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches. For LWC over structural concrete,reference is made to FBC Section 1917.4.1,Point 1. Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report M10000.03.08-R6 for FL10497-R6 Certificate of Authorization#9503 61"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:09/08/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide Modified Bitumen Roof Systems;(608)365-3111 Appendix 1,Page 2 of 22 OFFICE CCS TRINITY ;ERD 15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. TABLE 1:MULE-HIDE ROOF COVERS eference Layer Material Application Base Ply One or more plies SA Base Sheet,SA Base Sheet(FR) ii SBS-SA Cap SA-SBS Cap Sheet,SA-SBS Cap Sheet(FR) Self-Adhering r. (SBS,Self-Adhering) Note: Self-adhering membranes shall not be installed over APP-TA membranes. - APP-TA Base Ply or Ply One or more plies APP Torch Base,APP Torch S Torch-Applied (APP,Torch-Applied) Cap APP Torch 5,APP Torch G,APP Torch G FR,APP Torch KoolCap G,APP Torch KoolCap G FR APP-SA Cap SA-APP Cap Sheet,SA-APP Cap Sheet(FR),SA-APP KoolCap G,SA-APP KoolCap G(FR) Self-Adhering (APP,Self-Adhering) Note: Self-adhering membranes shall not be installed over APP-TA membranes. 16. Any FBC Approved coating listed for use with SBS or APP modified bitumen roofing may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings associated with coating usage. 17. Dens Deck shall be field-primed with PG100 prior to self-adhering membrane application. Refer to tables herein for other priming requirements. 18. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure(MDP)limitations. The lesser of the MDP listings below vs.those in Table 3A applies: VAPOR BARRIER OPTIONS;STRUCTURAL CONCRETE DECK;ADHERED INSULATION PER TABLE 3A Vapor Barrier Option# Primer T e Attach Insulation Adhesive MDP(psf) Yp _ VB-1. Mule-Hide 121 SA Base Sheet Self-Adhering Inta-Stik or CR-20,12-inch o.c. -60.0 VB-2. Mule-Hide 121 APP Torch Base Torch-applied Inta-Stik or CR-20,12-inch o.c. _ -75.0 VB-3. Mule-Hide 121 SA-SBS Cap Sheet Self-Adhering Insta-Stik,12-inch o.c. -75.0 VB-4. Mule-Hide 121 SA-SBS Cap Sheet Self-Adhering Millennium One Step Foamable Adhesive,12-inch o.c. -157.5 VB-5. Mule-Hide 121 SA-SBS Cap Sheet Self-Adhering CR-20,12-inch o.c. -270.0 VB-6. Mule-Hide 121 SA Base Sheet,SA Base Sheet(FR) Self-Adhering Millennium One Step Foamable Adhesive,Millennium PG-1 Pump Grade -290.0 Adhesive,OlyBond 500 or CR-20,12-inch o.c. 19. "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,LLC.d/b/a Trinity)ERD Evaluation Report M10000.03.08-R6 for FL10497-R6 Certificate of Authorization#9503 61"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:09/08/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide Modified Bitumen Roof Systems;(608)365-3111 Appendix 1,Page 3 of 22 OFFICE COPY /TRINITY ERD TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION,BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation Layer Roof Cover(Note 15) MDP No. (Notes 1&11) Type Attach Type Attach Base Ply Ply Cap (Psi) Min.1.5-inch min.2.0 pcf ASTM C578 expanded polystyrene, Min.2-inch ACFoam II,Poly ISO 2, Existing SBS-SA,APP- R-12 asphaltic roof min.1.5-inch Ultra-Max or Multi-Max FA-3,min. CR-20 Min.0.25-inch Dens Deck Prime CR-20 SBS-SA (Optional)SBS-SA,APP-TA SA,APP-TA -72.5 1.3-inch ACFoam III or min.1.0-inch ISO 95+GL, H-Shield,Poly ISO 1,H-Shield CG or ENRGY 3 Existing Min.1.5-inch min.2.0 pcf ASTM C578 expanded (Optional)additional layers(s)of base R-13 asphaltic roof polystyrene CR-20 insulation CR-20 SBS-SA (Optional)SBS-SA SBS-SA,APP-SA -240.0 R-14 Existing Min.1.5-inch min.2.0 pcf ASTM C578 expanded CR-20 Min.0.25-inch SECUROCK Gypsum-Fiber Roof CR-20 SBS-SA (Optional)SBS-SA,APP-TA SBS-SA,APP- -240.0 asphaltic roof polystyrene Board SA,APP-TA Existing Min.1.5-inch Ultra-Max or Multi-Max FA-3,min. (Optional)additional layers(s)of base SBS-SA,APP- R-15 asphaltic roof 1.3-inch ACFoam III or min.1.0-inch ISO 95+GL, CR-20 insulation and/or min.0.25-inch SECUROCK CR-20 SBS-SA (Optional)SBS-SA,APP-TA SA APP TA -240.0 H-Shield,Poly ISO 1,H-Shield CG or ENRGY 3 Gypsum-Fiber Roof Board Existing Min.2-inch ACFoam II,Poly ISO 2,ENRGY-3 or H- (Optional)additional layers(s)of base SBS-SA,APP- R-16 asphaltic roof Shield,Poly ISO 1 CR-20 insulation and/or min.0.25-inch SECUROCK CR-20 SBS-SA (Optional)SBS-SA,APP-TA SA,APP-TA -247.5 Gypsum-Fiber Roof Board TORCH-APPLIED BASE PLY: R-17 Existing Min.1.5-inch Multi-Max FA3 D-IS Min.0.25-inch Dens Deck,Dens Deck Prime or D-IS APP-TA (Optional)APP-TA APP-TA -67.5 asphaltic roof SECUROCK Gypsum-Fiber Roof Board R 18 Existing Min.1.5-inch ACFoam II,Poly ISO 2,ENRGY 3 or DIS Min.0.25-inch Dens Deck,Dens Deck Prime or D-IS APP-TA (Optional)APP-TA APP-TA -90.0 asphaltic roof min.2.0 pcf EPS insulation board SECUROCK Gypsum-Fiber Roof Board R-19 Existing Min.1.5-inch ACFoam II,Poly ISO 2,ENRGY 3,H- OB500 Min.0.25-inch Dens Deck,Dens Deck Prime or O8500 APP-TA (Optional)APP-TA APP-TA -127.5 asphaltic roof Shield,Poly ISO 1 or ISO 95+GL SECUROCK Gypsum-Fiber Roof Board R-20 Existing Min.1.5-inch ACFoam II,Poly ISO 2,ENRGY 3,H- M-OSFA Min.0.25-inch SECUROCK Gypsum-Fiber Roof M-OSFA APP-TA (Optional)APP-TA APP-TA -157.5 asphaltic roof Shield,Poly ISO 1 or Multi-Max FA3 Board Min.1.5-inch Ultra-Max or Multi-Max FA-3,min. R-21 Existing 1.3-inch ACFoam III or min.1.0-inch ISO 95+GL, CR 20 Min.0.25-inch SECUROCK Gypsum-Fiber Roof CR-20 APP-TA (Optional)APP-TA APP-TA -232.5 asphaltic roof H-Shield,Poly ISO 1,H-Shield CG or ENRGY 3 or Board min.2.0 pcf ASTM C578 expanded polystyrene Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report M10000.03.08-R6 for FL10497-R6 Certificate of Authorization 49503 6r"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:09/08/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide Modified Bitumen Roof Systems;(608)365-3111 Appendix 1,Page 22 of 22