The URL can be used to link to this page

Home My WebLink About1501 WEST 1ST ST 18-4037 Liquid applied roofV l9 1� CITY OF' SANF0RD BUILDING DIVISION SEP 2 5 2018 PERMIT APPLICATION ' Application No: '/o 3�7 Documented Construction Value: $ 69.424.00 i } Job Address: 1501 West 1st Street, Sanford, FL 32771 Historic District: Yes ❑ No[N Parcel ID: 25-19-30-5AG-0318-0000 Residential ❑ Commercial 91 Type of Work: New ❑ Addition ❑ Alteration R9 Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: Roof over existing built up roof w/a cold FL16187_R3 - System R-2 Plan Review Contact Person: Elaine Newnum aoalied roof Title:Production Asst. Phone: 765-372-8771 Fax: 765-288-9551 Email:recordsoacrl.com Property Owner Information Name NADOODA INV CORP Phone: 386-334-6848 Street: 3900 WIMBLETON DR Resident of property?: No City, State zip: LAKE MARY, FL 32746 Contractor Information Name Advanced Roofing Systems Inc / Joseph Jackson Phone: 765-288-8881 Street: 1924 N Elm St City, State Zip: Muncie, IN 47303 Name: Street: City, St, Zip: Bonding Company: Address: Fax: 765-288-9551 State License No.: CCC057584 Architect/Engineer Information Phone: 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. i understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 6"' Edition (2017) Florida Building Code 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. 8/17/18 8/17/18 Sig fowner ' t Date S70NQIof Cont Agcnt ilali Joseph Jackson Joseph Jackson Print owner/Agent's Name Print Contractor/Agents Name � Con,toi[sl� 8/17/18 C�-j � 8/17/18 4Sip.t aofNoary-Stateof Florida Dale Signatu of Notary -Stale of Florida Date Owner/Agent is X Personally Known to Me or Produced ID Type of ID Contractor/Agent is -X-- Personally Known to Me or Produced ID Type of ID ,:v I!vr%s KARINA E CARROLL BELOW IS FOR OFFICE USE ONLY P� Cnmm1111011 Y ti5'da96 COm Sy �yP..tiP - MY m:Sf011 ElO�IP] 'rrnmo`.. April 04, 2022 Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Gas ❑ Roof ❑ Construction Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: Id - �`- Project # 71291 -��_¢ ,.; AW Advanced RoofingSystems, Inc. DBA COMMEA - �� 598 y 0 Waverly Rd. (SR 540), P.O. Box 60, Waverly, Florida 33877, (800) 543-8881 or (863) 438-8881, agrees as the contractor, to furnish and install the following: Ono Ply Polyfiber roofing system. According to the following specifications, present roof to be checked, repaired and prepared for new roof application. (1) All materials, equipment and workmanship shall be of good quality. (2) All vents, outlets and chimneys shall have double protection with Polyfiber reinforcement and the roof surface shall have a MW color of aluminum chips (3) The exact areas to be covered: Re -roof, entire roof, option #2 as described in roofing proposal submitted by Ron Scoles on (4) Additional specifications: NIA (5) This work to be performed for. (Company name) Nadooda Investment Corp. / David Kiswani Corp. Address: 3900 Wimbleton Dr., Lake Marv, FL 32746 Phone # 321-228-7876 Job Site Address: 1501 W. 1 st St.. Sanford, FL 32771 Phone #_38fi-334-6848 Contact Person Walter Sanders Cell # 386-334-6848 (6) Roof to carry 20 year material and 5 year labra warranty with the following exceptions: N/A Is customer supplied dumpster(s) required? YesQ No O May crew work weekends? Yes 0 No O Other restrictions: N/A (7,) If Contractor needs m obtain permits it is agreed that the customer will reimburse contractor. (8) Contractor agrees to provide material and labor for the sum of $ 69,424.00 Owner agues to pay for such labor and materials the sum of $_69,424.00 pavable $ 24,298.00 on execution hereof, and $ 45,126.00 immediately upon completion of the work described above except for the/A coatis phase if coating applicable, and the balance of $_ N/A in N/A monthly installment(s) of $ N/A each, payments to start IVIA That monthly installments shall bear interest at 12% per annum or I% monthly on the unpaid balance, upon default, warranty (see back) shall be voided, any unpaid balances shall but interest at 18% per annum with attorney fees, if needed for collection, and terms of payment other than cash are void and the full contract price shall be payable in cash. (9) If the Contractor performs ex • not specified above. which has been authorized by the owner or owner's agent. Owner agrees to pay Contractor, above and beyond the amounts outlined in paragraph 8, above, the cost of tnaterish for the srttrRwork plias 35% and $ 85'00 per ratan hour basis. All amounts incurred for any extra work shall he paid for immediately upon completion of said extra work. (10)'ntat the owner or owners authorized agent shall, upon completion of the work specified, sign a Contractor's Completion bill. (11) In the event the building above described shall be destroyed or damaged by fire or other causes prior to payment in full hereunder, the balance shall become due and payable and Owner's rights shall become subro¢a7ttl to the rights of the Contractor to receive insurance proctevds to the extent of the balance then due. (12) In the event of any litigation arising out of this agreement, the non prevailing party shall be responsible to pay prevailing party's reasonable attorney's fees and court costs, including any attorney's fees and casts that may be incurred on appeal. (13) Owner shall provide suitable and adequate drain boxes and outlets, properly installed. and a suitable roof deck that is smooth, free of holes, depressions, and projections, and properly graded to drains and gutters. Contractor assumes no responsibility for the same unless they are covered in the scope of work or under the time and material rider and contractor is paid for such work. When deemed necessary to move aerials for proper construction, they shalt be moved at Owner's risk and expense. It is expressly agreed by Owner that Contractor shall not be liable for any injuries to persons or property caused by leaking of such roof, or for damages caused by weather, acts of God. fires, gales, structural defects, acts of owner, owners agents or employees. or damage or misalignment of antennae or satellite and owner hereby waives all such claims. (14) If customer stops crew from wonting on items spoiled out in the contract and reflected in the crew's work order, then customer agrees to pay for their time charged at the agreed upon man hour rate mentioned herein above. (15) Deposits made on execution hereof are refundable only at the discretion of the contractor, unless a court of law determines that there is a material breach of the contract by contractor. (16) This agreement must be ratified by the home office of the contractor, before contractor is bound. (17) 'Chis written agreement is the only and entire contract covering the subject matter hereof and no representations, oral or written, have been made to Cheer other than those herein.contained. Tune is of the essence of this agreement. Owner and Contractor agree that this agreement shall be governed by the laws of the State of Florida and the sole and exclusive jurisdiction of any legal action arising hereunder shall lie in the County or Circuit Court in and for Seminole County, Florida. This agreement shall be binding upon the heirs, executors, administrators, successors and assigns of the parties hereto. Special Notes: N/A Advanced Roofing Systems, Inc. (an Indiana Corporation) d/b/a ACRI.com By � x,,, ,,, (Printed) Tina Demos -Byrd RepresentatiVe July 3118 Accepted by BY X Nadooda Investment Corp. / David Kiswani (Printed) David Kiswani Repvesentative_j ��Ust 42a 18 PATV i, ., r, I WARRANTY INFORMATION SPECIFICATION IN CONSIDERATION OF THE PURCHASE AND USE OF ITS PRODUCTS ON THE AFOREMENTIONED INSTALLATION, ADVANCED COMMERCIAL ROOFING SYSTEMS, INC. ("ACRS") REPRESENTS TO THE CUSTOMER DESCRIBED PREVIOUSLY THAT SUBJECT TO THE TERMS, CONDITIONS AND LIMITATIONS STATED HEREIN, ACRS WILL REPAIR ANY LEAK(S) M THE ACRS ROOFING SYSTEM UP TO, BUT NOT EXCEEDING, THE CUSTOMER'S ORIGINAL COST OF THE INSTALLED ROOFING SYSTEM TERMS AND CONDITIONS 1) THE ROOFING SYSTEM .MUST BE INSTALLED BY AN ADVANTAGE SYSTEM APPROVED ROOFING CONTRACTOR. 2) CUSTOMER SHALL .NOTIFY ACRS 'WITHIN THIRTY (30) DAYS OF THE DISCOVERY OF ANY LEAK(S) IN THE ROOFING SYSTEM. 3) DURING THE TERM OF THIS SERVICE WARRANTY, ACRS, ITS.AGENTS OR EMPLOYEES SHALL HAVE FREE ACCESS TO THE ROOF DURING REGULAR BUSINESS HOURS. 4) ACRS SHALL HAVE NO OBLIGATION UNDER THIS WARRANTY UNTIL ALL BILIS FOR INSTALLATION, SERVICE AND ACRS SUPPLIES HAVE BEEN PAID IN FULL TO ADVANCED COMMERCIAL ROOFING SYSTEMS, INC., 1924 NORTH ELM STREET, MUNCIE, INDIANA 47303. 5) IF, UPON INSPECTION, ACRS DETERMINES THAT THE LEAK(S) IN THE ROOFING SYSTEM ARE CAUSED BY DEFECTS IN THE ACRS ROOFING MATERIAL OR BY DEFECTIVE WORKMANSHIP OF THE ADVANTAGE SYSTEMS APPROVED ROOFING. , CONTRACTOR, CUSTOMER'S REMEDY AND ACRS LIABILITY SHALL BE LIMITED TO ACRS REPAIR OF THE ACRS ROOFING SYSTEMS SUBJECT TO THE COST LIMITATION SET FORTH ABOVE. 6) ACRS FAILURE AT ANY TIME. TO ENFORCE ANY OF THE TERMS OR CONDITIONS STATED HEREIN SHALL. NOT BE CONSTRUED AS A WAIVER OF SUCH TERMS AND CONDITIONS. 7) ACRS WILL CONTRACT WITH AN ADVANTAGE SYSTEMS APPROVED ROOFING CONTRACTOR TO PERFORM SERVICE WARRANTY WORK ON THE ACRS SPECIFIED SYSTEM. 8) SHOULD THE BUILDING BE SOLD, THE APPLICABLE FEE MUST BE PAID TO ACRS WITHIN 30 DAYS OF CLOSING TO TRANSFER WARRANTY TO NEW CUSTOMER, IF ELECTED. 9) ANY .[TEM INSTALLED BY ACRS THAT IS NOT A ROOFING PRODUCT SHALL CARRY NO MORE THAN A ONE YEAR LABOR AND MATERIAL WARRANTY. 10) WARRANTY SHALL TAKE EFFECT AT DATE OF JOB COMPLETION, EXCLUDING ALUMINUM COATING. EXCLUSIONS ACRS WILL NOT BE RESPONSIBLE FOR LEAK(S) OR CONSEQUENTIAL DAMAGES CAUSED BY ANY ONE OR COMBINATIONS OF THE FOLLOWING: 1) NATURAL DISASTERS INCLUDING, BUT NOT LIMITED TO, FLOODS, LIGHTNING, HAIL, GALES, TORNADOES, HURRICANES AND EARTHQUAKES. 2) ANY ACT OF NEGLIGENCE, ACCIDENT OR MISUSE, INCLUDING, BUT NOT LIMITED TO. VANDALISM, CIVIL DISOBEDIENCE. ACTS OF WAR, IMPROPER OR INADEQUATE MAINTENANCE. 3) METAL WORK OR OTHER MATERIALS USED WITH THE ROOFING SYSTEM, BUT NOT FURNISHED BYACRS THAT LEAKS) OR CAUSES LEAK(S). 4) ALTERATIONS OR REPAIRS MADE ON OR THROUGH THE ROOFING SYSTEM OR FLASmNGS AFTER DATE OF COMPLETION OF THE ROOFING SYSTEM WITHOUT WRITTEN AUTHORIZATION FROM ACRS, UNLESS INSTALLED BY AN ADVANTAGE SYSTEMS APPROVED ROOFING CONTRACTOR IN A .MANNER ACCEPTED IN WRITING BY .ACRS. 5) IMPROPER APPLICATIONS OR FAILURE OF ANY COMPONENT UNDERLAYING THE ROOF MEMBRANE OR FLASHINGS, SUCH AS INSULATION, STRUCTURAL DECK, VAPOR BARRIERS, EXPANSION JOINTS OR FASTENERS. 6) ACRS SHALL NOT BE RESPONSIBLE FOR LEAK(S) OR CONSEQUENTIAL DAMAGE CAUSED BY CHANGE IN THE ORIGINAL PRINCIPAL USAGE TO WHICH THE BUILDING IS PITT, UNLESS SUCH CHANGE IS APPROVED IN WRITING BY ACRS. 7) UNDER NO CIRCUMSTANCES SHALL ACRS BE LIABLE FOR DAMAGE TO INTERIOR OF BUILDING, CONSEQUENTIAL DAMAGE, LOSS OF PROFITS OR RENTS, CONTENTS OF BUILDING, ROOF INSULATION, ROOF DECK(S) OR OTHER BASE OVER WHICH ACRS IS APPLIED. 8) DISCHARGE OF VEGETABLE, MINERAL, ANIMAL OILS, GREASES, SOLVENTS, OR CHEMICALS SUCH AS INDUSTRIAL WASTES, UPON THE ROOF SURFACE 9) ACRS IS NOT RESPONSIBLE FOR MISALIGNMENT OF AERIALS AND WAIVES ALL SUCH CLAIMS. ACTION IF LEAK(S) SHOULD OCCUR FROM ANY CAUSE, THE CUSTOMER SHALT. NOTIFY ACRS PROMPTLY, CONFIRMING SUCH NOTICE IN WRITING, ACRS WILL INSPECT THE ROOF, IF ANY LEAK(S) ARE FOUND TO HAVE BEEN CAUSED BY CONDITIONS COVERED M THE SERVICE WARRANTY AS STATED ABOVE, ACRS WILL HAVE THE REPAIRS MADE AND WILL PAY FOR SUCH REPAIRS SUBJECT TO THE TERMS. CONDITIONS AND LIMITATIONS OF THIS SERVICE WARRANTY. IF ACRS DETERMINES THAT THE CAUSE OF LEAK(S) IS NOT COVERED UNDER THE TERMS, CONDITIONS AND LIMITA17ONS OF THIS SERVICE WARRANTY, ACRS KILL NOT BE RESPONSIBLE FOR THE COST OF ANY REPAIRS, AND CUSTOMER. SHALL BE RESPONSIBLE FOR COST OF REPAIRS AND TRIP CH ARfE AT PREVAILING RATE. ACRS MAKES NO WARRANTIES OR GUARANTEES OF ANY KIND, EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO IMPLIED WARRANTIES OR MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, EXCEPT AS STATED HEREIN. NO REPRESENTATIVE OF ACRS HAS AUTHORITY TO MAKE ANY REPRESENTATION OR PROMISES EXCEPT AS STATED HEREIN. LICENSFS: C 1514605 104-004960 00046492 CCCO57594 Aitfii 4, 2018 �n- ()IF- M W. J. SANDERS Construction Corporation If General Contractor CGCN0450Building Contractor CBCO24585 Residential Contractor CRCO22326 Roofing Contractor CCCO57564 Building Inspector BN403 Home Inspector H14260 Mold Assessor MRSA1640 Mold Remediator MRSR2109 P. O. Box 2996 Ormond Beach, Florida 32175 wjsandemconstco@aol.com (386) 683-3673 (388) 3344MM AUGUST 4, 2018 ACRI .COM JOB 71291 JOB ADDRESS: 1501 WEST 1 ST SANFORD, FL 32771 OWNER: NADOODA INVESTMENT CORP. / DAVID KASWANI ADDITIONAL PROVISIONS AND CLARIFICATIONS. 11 OWNER REPRESENTATIVE. OWNER RETAINS AND DESIGNATES WALTER SANDERS OF W. J. SANDERS CONSTRUCTION CORPORATION AS OWNER REPRESENTATIVE FOR THE DURATION OF JOB. OWNER REPRESENTATIVE INSPECTS JOB QUALITY AND PERFORMANCE, COMMUNICATES AND CONSULTS WITH AUTHORIZED ACRI PERSONNEL ON JOB RELATED ISSUES AND REPORTS TO OWNER AS APPLICABLE 21 TREE OBSTRUCTION. OWNER SHALL BE RESPONSIBLE FOR THE MINIMUM REQUIRED CUTTING AND REMOVAL OF THE EXISTING OVERHANGING TREE LIMBS AT THE NORTH END ON THE MODIFIED BITUMEN ROOF. 31 HVAC & ELECTRICAL OWNER SHALL BE RESPONSIBLE FOR RETAINING QUALIFIED HVAC AND ELECTRICAL CONTRACTOR FOR THE MODIFICATION, REMOVAL AND OR REPLACEMENT OF ANY EXISTING ROOFTOP HVAC DUCTS, EQUIPMENT, ELECTRICAL SERVICE WIRING, SWITCHES OR DISCONNECTS REQUIRED BY BUILDING CODES AND TO ACCOMMODATE THE ROOFING INSTALLATIONS. SUCH CONTRACTORS SHALL COORDINATE ANY REQUIRED WORK WITH ACRI.COM JOB FOREMAN AND W. J. SANDERS. 41 TENANT NOTIFICATION. OWNER SHALL COMMUNICATE WITH AND ADVISE TENANT OF ROOFING AND MECHANICAL IMPROVEMENTS. TENANT SHALL PREPARE TENANTS BUSINESS OPERATION TO ACCOMMODATE SUCH IMPROVEMENTS AT TENANTS DISCRETION. ACCESS TO THE WORK AREAS ON THE BUILDING SHALT. BE ALLOWED AS NEEDED ON A 7 DAY WORK WEEK BASIS. 51 UTILITIES, SITE PROPERTY, SANITARY FACILITIES. EXISTING SITE ELECTRIC AND WATER UTILITIES SHALL BE ALLOWED FOR USE AS NEEDED BY ACRI PERSONNEL. EXISTING RESTROOM SANITARY FACILITY SHALL BE ALLOWED FOR USE AS NEEDED BY ACRI PERSONNEL. ACRI SHALL NOT USE, HANDEL, MOVE OR TAMPER WITH ANY EXISTING OWNERS OR TENANTS EQUIPMENT, PROPERTY OR PERSONAL EFFECTS. 6] EQUIPMENT & SECURITY. ACRI SHALL BE ALLOWED LOCAL ONSITE CLOSE PROXIMITY SPACE FOR VEHICLE PARKING, TRAILERS, MATERIALS AND EQUIPMENT. TENANT SHALL BE RESPONSIBLE FOR THE SAFETY, SECURITY, MOVEMENT OR RELOCATION OF ALL OF ITS PERSONNEL, PROPERTY, EQUIPMENT AND BUSINESS OPERATIONS. &Q„�,,, August 4, 2018 OWNER S GNATURE DATE LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 8123118 I hereby name and appoint: Arnaldo Lopez an went of Advanced Roofing Systems Inc _ (Mame of Company) 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): 10 The specific permit and application for work located at: 1501 West 1st Street, Sanford, FL 32771 (Street Address) Expiration Date for This Limited Power of Attorney: $12312019 License Holder Name: Joseph E. Jackson Jr. State License Number: CCCO57584 Signature of License Holder: �. STATE OF XtURRM Indiana COUNTY OF Delaware The foregoing instrument was acknowledged before me this 20018 , by Joseph E. Jackson Jr. to me or ❑ who has produced identification and who did (did not) take an oath. Signature (Notary Seal) Rebecca Sue Williams '��. REBECCA SUE WILLIAMS � PV6�'r Notary Public. State of Indiana SEAL c�'" Oelawaro County * ; * Commission # 699237 �'�,`✓,y`iANp`�.�` My Commission Expires April 16, 2025 (Rev. 08.12) Print or type name 23 day of August , _ who is X personally known Notary Public - State of Indiana Commission No. 699237 My Commission Expires: 4/16/25 as Q, s�� ro Corp. Address: 1924 N. Elm St. Muncie IN 47303 (800)543-8881 Special Instructions Work Order (Nadooda Investments) Hertz Equipment Rental Customer Name Option 2 Aluminum Chip Entire Building- There is an AC unit that needs to be brought up to code, confirm with Walter that this work is scheduled and or completed. There is also a tree that needs cut back before we get there. Replace the gravel stop with metal drip -edge and replace the gutters with combination drip -edge gutters. Sweep loose gravel and install the Flexbond roof over the old gravel roof.Retro-fit the roof drains. Temporary repairs made to leaks in showroom prior to new roof project starts. This is part of the contract with the customer. Section Process Squares RoofType Height Warranty Gravel Roofs Contact Cell Phone Onsite Contact Cell Phone Emergency Contact Bitumen Roof Entire roof 1 Ply Chip 140 Gravel r/o 15 20/5 small SRO BIT Section E Section F Exception(s) to warranty Collection Instructions Contract Amount $ 69,424 Deposit Collected $ 24,298 Due at completion $ 45,126 Job # 71291-P Customer Supplied 1501 West 1 st Street Sanford, FL 32771 386-334-6848 Project Address Phone Billing Address if different than project Walter Sanders Phone 386-334-6848 Contact Cell Phone Onsite Contact Cell Phone Emergency Contact Cell Phone Is crew able to work weekends? Details Yes Estimated Dumpster Usage (20 d): Owner/Representative Signature Date Customer Supplied Details 5 -6 estimated Started Completed OAS Signature: I acknowledge that, to the best of my knowledge, the roofing work has been completed and the job site has been cleaned to our satisfaction. Owner/Representative Signature Date INSPECTION SEQUENCE BP# 18-4037 ADDRESS: 1501 West 1" Street ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough Electric Rough Pre -Power Final Temporary Pole Electric Final BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof 10 Roof Dry In Frame Insulation Rough Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) Building Ceiling Grid 1000 Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence Final Commercial — Final Commercial — Addition / Alteration Final Commercial — Chane of Use Final Building (Other) REVISED: June 2014 PLUMBING PERMIT Min Max Inspection Description Rough Plumb Plumbing Underground Plumbing 2nd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap Mechanical Final Grant Meloyy Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #20181'2803 Book:9222 Page:874; (1 PAGES) RCD: 10/3/2018 10:04:16 AM REC FEE $10.00 THIS Nam: WALTERJ.SANDERSY• Name: Add—: No A1,A 0 SA_ >_ Hzv�l� NOTICE OF COMMENCEMENT State of Florida County of Seminole 0v / Permit Number. Parcel ID Number: 25 -19 -30 -SAG -0318-0000 The undersigned hereby gives notice dial improvement will be made to certein real property, and In accordance with Chapter 713, Florida Stables, the following Information Is provided in this Notice of Commencement DESCRIPTION OF PROPERTY: (Legal description of Ura property and alreel address if available) ALL ass. road) I III GENERAL DESCRIPTION OF IMPROVEMEI&E STORY BLDG. COMMERCIAL RE -ROOFING OWNER INFORMATION: Fee Simple Title Holder Of other than comer) Name, cmc Address: SAME CONTRACTOR: Name: ADVANCED COMMERCIAL ROOFING / CCCO57584 Address: 1924 NORTH ELM STREET MUNCIE, IN 47303 Persona within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Stelutx Nem,: WALTER J. SANDERS / WJ SANDERS CONSTRUCTION CORP. CGCD40450 CCC057564 Address: P. O. BOX 2996 ORMOND BEACH, FL 32175 In addition to himself, Owner P. O. BOX 2998 OR To receive a copyof the Uenofs Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) DEC 30, 2018 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 1, 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 perjury, I declare that I have read the foregoing and that the facts stated in Hare true to the b a my knowledge and belief. ' X David Kiswati FlOMa Suftse711't3(fksk• TTaoadwmst sign me roeca srmnromMronterdnoama6e mry an Panstlee ru"gigine; ae -w-teal.. State of Id County of The foregoing Instrument was acknowledged beforeY of -i 0 I . by Who Is Personalty known to me ❑ Ns. d person mating WbnnA ,, OR who has produced Identification M'iype of Identification produce i:FIOZI c1 lr'11 �1 U-�•0 r471 0 + Marlcpublic Stage o ,'raHe nnndez Fbdda NWryS� j My Commission GG211127 �ardtlr Expires o5/12t2022 O City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 PE Phone: 407.688.5150 Fax: 407.688.5152 0/1 CONDITIONS OF M Date: October 3, 2018 Contact Person: Elaine Newman Contact Phone Number: Contact Fa: Contact E-mail Address: records@acrl.com — – Building Permit Application Number: 18-4037 OFFICE FFICE Project: Roof Coating Job Address: 1501 West 15` Street The above permit is issued under the following conditions: 1. An in progress inspection will have tap roved ver that all gravel has been removed from pro, e deck prior to e with tA c96Vng. Contractor / Owner / Agent Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152. You may also contact me by e-mail at joy.deen@sanfordfl.gov. Respectfully J De n, Plans Examiner Deen, Joy From: Sent: To: Deen, Joy Wednesday, October 3, 2018 9:09 AM 'Elaine Newnum' Subject: RE: 18-4037 PERMIT # /v An in progress inspection will have to be approved to verify that all the gravel has been removed from the deck prior to proceeding with the coating. Joy Deen City of Sanford Plans Examiner PH: 407.688.5064 Fax: 407.688.5152 From: Elaine Newnum [mailto:enewnum@acrl.com] OFFICE Sent: Wednesday, October 3, 2018 8:12 AM To: Deen, Joy <Joy.Deen@Sanfordfl.gov> Subject: RE: 18-4037 Good morning Joy, The gravel is being professionally removed by Hydro -Vac Company, leaving only the Modified Bitumen system for us to recover. Elaine Newnum ♦ lr"roduction Coordinator COMMERCIAL RO P ff 1924 N. Elm Street Muncie, IN 47303 Phone: 765-288-8881 Ext. 1010 Direct: 765-372.8771 Fax: 765-288-9551 Email: enewnum cDacr1.com CoreersatACR: www.acrl.com/iobs CONFIDENTIALITY NOTICE: The contents of this email message and any attachments are intended solely for the addressee(s) and may contain confidential and/or privileged information and may be legally protected from disclosure. If you are not the intended recipient of this message or their agent, or if this message has been addressed to you in error, please immediately alert the sender by reply email and then delete this message and any attachments. If you are not the intended recipient, you are hereby notified that any use, dissemination, copying, or storage of this message or its attachments is strictly prohibited. City of Sanford Building and Fire Prevention Product Approval Specification Form PERMIT # /�— �/a� 7 Permit # a_ rroJ7 Project Location Address 1501 West 1st Street Sanford, FL 32771 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.floridabuildino.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 # Descri tion 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(including Florida Approval # 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 Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing S stem Modified Bitumen Single Ply Roof Systems Roofin slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Polyglass Cold Process Liquid Applied FL16187.R3 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 5., 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 S. New Exterior Envelope Products Applicant's Signature Applicant's Name Joseph Jackson (Please Print) June 2014 TRINITY i ERD EVALUATION REPORT Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 89408 PERMIT (570)384-1230 OFFICE EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478 (203)262-9245 Evaluation Report P40690.02.13-112 FL16187-R3 Date of Issuance: 02/06/2013 Revision 2:09/12/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 6t1i Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Liquid Applied Roof Systems LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity ) ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4, plus a 3 -page Appendix. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The lacsMlle seal appearing wasa sthortsM by Robert Nieminen. P.E. on 09/12/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, I.I.C. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest In any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This Is a building code evaluation. Neither Trinity]ERD nor Robert Nieminen, P.E. are, In any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. � 4 j -.i TRINITY; ERD } ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Liquid Applied Roof Systems Compliance Statement: Polyglass Liquid Applied Roof Systems, as produced by Polyglass USA, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind FM 4474 2011 1504.7 Impact FM 4470 2012 1507.15.2 Physical Properties ASTM D6083 2005 3. REFERENCES: Entity Examination Reference Date FM Approvals (TST1867) FM 4470/4474 3036904 12/07/2010 FM Approvals (TST1867) FM 4470/4474 3043324 10/02/2012 FM Approvals (TST1867) FM 4470/4474 3041535 06/08/2011 FM Approvals (TST1867) FM 4470/4474 3052904 10/08/2015 FM Approvals (TST1867) FM 4470/4474 RR203549 12/22/2015 FM Approvals (TST1867) FM 4470/4474 RR203550 12/22/2015 FM Approvals (TST1867) FM 4470/4474 RR206515 10/18/2016 PRI (TST5878) ASTM D6083 PUSA-053-02-02REV2 08/28/2009 UL LLC (9625) Quality Control Service Confirmation Exp. 10/06/2018 4. PRODUCT DESCRIPTION: The following roof covers are fully adhered to Approved substrates as outlined in the Limitations / Conditions of Use herein. 4.1 Polybrite 70 or KM Acryl 15 Liquid Applied Roof Cover: A liquid applied acrylic roof system consisting of the following components. 4.2 PG 800 Asphalt Emulsion Roof Coating: An asphalt -based, clay emulsion used as a base coat. 4.3 Polybrite 76 Base Coat or KM Acryl 30: A water-based, liquid -applied elastomeric base coat. 4.4 Polyglass Polyester Fabric Mat or KM Polyester Fabric: A stitchbond polyester fabric for use as reinforcement. 4.5 Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15: A white or tinted, water-based, liquid -applied elastomeric coating. Exterior Research and Design, LLC. Evaluation Report P40690.02.13-112 certificate of Authorization 119503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL16187-113 Polyglass Liquid Applied Roof Systems; (570) 384-1230 Revision 2: 09/12/2017 Page 2 of 4 r0 TRRINITYIERD S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Refer to a current Approved Roofing Materials Directory for fire ratings of this product. 5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.5 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. 5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511. 5.7 For mechanically attached insulation or membrane or strip -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. 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, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. 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. 5.8 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. No rational analysis is permitted for these systems. 5.9 For mechanically attached insulation or membrane over existing roof 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. 5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. if any surface conditions exist that bring system performance into question, 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 shall be conducted on mock-ups of the proposed new roof assembly. 5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system 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 ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES -1 or Roofing Application Standard RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(l), 1609.3(2) or 1609.3(3). 5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3. Exterior Research and Design, LLC. Evaluation Report P40690.02.13-112 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION F1.16187-113 Polyglass Liquid Applied Roof Systems; (570) 384-1230 Revision 2:09/12/2017 Page 3 of 4 r - � YR1N1TY1 ERD r 6. INSTALLATION: 6.1 Polyglass Liquid Applied Roof Systems shall be installed in accordance with Polyglass USA published installation instructions, subject to the Limitations / Conditions of Use noted below. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. 7. BUILDING' PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com - THE THREE (3) PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT — Exterior Research and Design, I.I.C. Evaluation Report P40690.02.13-112 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL16287-113 Polyglass Liquid Applied Roof Systems; (570) 384-1230 Revision 2: 09/12/2017 Page 4 of 4 J, TRINITY ERD h RFStSTANCE 14PPEN ``IK41.'ATTaa�yM1NT REENIENTSF,OR. !ND'UPUFT f . Y C� -,z.� i. .,.K Table Deck Application Type Description Page 1A Steel or structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 2 1B Steel or structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 2 2 Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 2 3 Various Recover F Non -Insulated, Bonded Roof Cover 3 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: '�- Steel: Minimum 0.75 -inch penetration and engage the top flute of the steel deck. Structural 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 polyisocyanu rate, polystyrene, wood fiberboard, perlite, mineral wool, gypsum -based roof board or asphalt -based 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. 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: Dow INSTA-STIK Quik Set Commercial Roofing Adhesive (D -IS): Continuous 0.75 to 1 -Inch wide ribbons, 12 -inch o.c. Y OMG OlyBond 500 (013500): Continuous 0.75 to 1 -inch wide ribbons, 12 -inch o.c. (PaceCart or SpotShot). S- 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. S. 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: y OMG OlyBond 500 (OB500): MDP -4875 psf (Min. OS -inch thick Polytherm a or ACFoam ll) 6. Bonded polyisocya nu rate insulation boards shall be maximum 4 x 4 ft. 7. 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. 8.' 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. 9. 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. 10. 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 orTesting Application Standard TAS 124. 11. "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 P40690.02.13 -R2 for FL16187-R3 Certificate of Authorization #9503 6h' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2:09/12/2017 Prepared by: Robert Nieminen, PE -59166 Polyglass Liquid Applied Roof Systems; (570) 384-1230 Appendix 1, Page 1 of 3 .� TRINITY i ERD STEEL OR STRUCTU RALCONCRETEDECKS:-.;NEWCONSTRUCTION,REROOF{T>:►R-OFFjoRRECOVER F COVER S1tSTEM.TYPE B:'MEC LL ATTACHED BASE INSULATION, BONDEDTUP INSULATIQN; BONDED ROOF System Deck Base Insulation Layer Top insulation Layer Roof Cover MDP Type Fasten Attach Type Attach Base Coat Fabric Coat Top Coat No. (Note 1) (Psf) Polybrite 70 or KM Ac I y ry Polybrite 70 or KM Acryl y Min. 1.5 -inch #12 Polygrip steel only), #14 Polygrip or #15 yg P ( y)' yg P concrete Min. 0.5 -inch Polyglass Polyester Polybrite 70, Polyglass Polyester Pol brlte y Polybrite y Min. 22 ga., type B, (Optional for recover) Min. Min. 22 a., type g Pol herm a, yt Polygrip (steel only) with 2 7/8 in. Polygrip Hex Polybrite 70, KM A 115, uY Dens Deck Prime D -IS or KM Ac 115, ry Fabric Mat or KM 70 or KM 70 or KM 1.5 -inch, one or more layers, SECUROCK Gypsum- B, Grade 40 steel ACFoam Il, Plates, Dekfast #12 (steel only), Dekfast #14 or 1 per or SECUROCK 06500,12- Polybrite 76 Polyester Fabric Acryl 15 Acryl 15 -60.0 SC -1. or min. 2,500 psi Polytherm G, Dekfast #15 (steel only)with Dekfast Hex Plate 1.78 ft= Gypsum -Fiber inch o.c. or Acryl embedded into the at 2 at 1 structrual ACFoam III, or Trufast #12 DP (steel only) or Trufast #14 HD Roof Board at 30 at 2 Base Coat, with gal/sq. gal/sq. concrete Polytherm-H, or H- with Trufast 3" Metal Insulation Plate gal/sq. min. 4 -inch laps Shield TABILE IB. S-EELORSTRUCTURALCONCR ETE'DECKS:-NEW CONSTRUCTION; REROOF (TeAR-OFF):oR RECOVER r SYSTEM'iYPE C. MECHANICALLY ATTACHED INSULA'F1C7N, BONDED.AOQE COVER System Deck Primer Top Insulation Layer Roof Cover MDP Type Fasten Attach Base Coat Fabric Coat Top Coat No. Deck (Note 1) Base Insulation Layer (PsB Polyglass Polyester Fabric Mat or KM Polyester Fabric into the Base Coat, with min. 3- Polybrite 70 or KM Ac I y ry Polybrite 70 or KM Acryl y X195.0 C-1 concrete None Polyglass Polyester embedded inch laps 15 at 2 gal/sq. 15 at 1 gal/sq. Min. 22 ga., type B, (Optional for recover) Min. Min. 0.54nch Trufast #12 DP (steel only) 2 Polybrite 70, KM A 115, uY Fabric Mat or KM Polyester Fabric Polybrite 70 or Polybrite 70 or SC -2. Grade 33 steel or min. 2,500 psi structrual 1.5 -inch, one or more layers, SECUROCK Gypsum- or Trufast #14 HD with Trufast 3 Metal Insulation 1 per ft 2 Polybrite 76 embedded into the KM Ac 115 at �Y 2 gal/sq. KM Acryl 15 at i gal/sq. -75.0 concrete any combination, loose laid Fiber Roof Board Plate or KM Acryl Base Coat, with min. 4- 30 at 2 gal/sq. inch laps EAR -OFF NEWRUCTION oR RROOE(TTAB UDE) :.PE F. NOIV-INSULATED, BONDED ROOF COVER SvsrEivl Ty System Deck Primer Roof Cover MDP (psf) Base Coat Fabric Coat Top Coat No. (Note 1) Min. 2,500 psi structrual Polybrite 70, KM Acryl 15, Polybrite 76 or Polyglass Polyester Fabric Mat or KM Polyester Fabric into the Base Coat, with min. 3- Polybrite 70 or KM Ac I y ry Polybrite 70 or KM Acryl y X195.0 C-1 concrete None KM Acryl 30 at 2 gal/sq. embedded inch laps 15 at 2 gal/sq. 15 at 1 gal/sq. Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report P40690.02.13 -R2 for FL16187-113 Certificate of Authorization #9503 6'at EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2:09/12/2017 Prepared by: Robert Nieminen, PE -59166 Polyglass Liquid Applied Roof Systems; (570) 384-1230 Appendix 1, Page 2 of 3 CD X � � m -ws �O @ 0 .► cr m :0 C • eT O' _ (D O Q) Z M e1 cu 0 N ao rD L or MWI tto � r-► cr 0 W 9 tv m N Q r Q O c CL N �a � '0 V CL Q � 0. O Z z 3 x to N vn O � C 1 O N z W O 14 m M v a c a O m V 0 A O t�0 O O N 10 C W rD = N :6t2. 0 N � N O im N � tuhi002 � O W V W O cr 00 X X C •N�-�, •�N-►, ftp 7 r 00 Go Z �, :r? .O► C 61 rDD a fu a A N Mn n 3 w O C w C C m c. m o O. O ? a G R CQ +n Co 00 3a ya 0 m -o M o A d 3 m W y o s 'fl O O 0 cr O b Wm - CU O -n 'O cl O s n ? �� n ai sy r N z.: m cr -o 2. m ,o cr CL QQ' .� -n -n O OJ rr O N cr M. n cr m 0 m M m o 00 40' -- 0 z' m : 0 � 0 ., . z m 0 3 o W m -n m K Ln O oIIJ c v c M .c a m N C m O Q V N O • C O n � 9 n � N W O_ d O H N .n tr' a0i o m 0 a 0 c 7� t! n m -2 n m F+ N .r N Ln N En N