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RF-12-579Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 177347 Scheduled Inspection Date: September 13, 2012 Inspector: Bruhn, Norman Permit Number: RF -4 -12 -579 Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Health & Sports Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: CERTIFIED ROOFING SPECIALIST INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1121360010160 -23 Phone: (954)781 -7663 Building Department Comments RE -ROOF FLAT Passed 1 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 171908. add emergency scupper at south west of new roof September 12, 2012 For Inspections please call: (305)762 -4949 Page 15 of 31 s DING PE FB Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. 112C: 1 2- - S " 6 Master Permit No. ATION RECEIVED APR f 4 012 BY- Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): ( (Jlv G 2S f I I Phone#: Address: 11300 Nb zesi Av6 City: WV tAM l gooses State: zip: 33I3g Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 11,30D N E- ZALLD City: Miami Shores County: Miami Dade Zip: 7314. Folio/Parcel #: 1(-- LI BL - 00 0-005 O Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: CY-t i ace4 4D r, . -coed oii 'j4J Phone#: 7n-711-744 3 Address: 544 O Pip) 2,P 7a-i/ - f{SC ?k-9,0* City: 76M PP( State: ri-- Zip: 3364 1 Qualifier Name: 1. V bb'W.- F Phone#: 9 S'1- 71/' 7413 State Certification or Registration #: CC c- O 2-7 11 1 Certificate of Competency #: Contact Phone#: 154 - 7 4) - 7 6 /' 3 Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ (`) ° Square/Linear Footage of Work: JZj (.).0 Type of Work: ❑Addition _ OAlteration UNew faRepair/Replace Description of Work: / `e - C-0 V e V '►/ V 0-P ODemolition * * * * * **> > x= K> k**> i,> k*******= p**> H> k************ Fees***>t=** ***** ****** ***** *** ** r****>k*******> *** a Submittal Fee $ Permit Fee $ Jj� o CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ (.073 '1(0 Bonding Company's Name (if applicable) Bonding Company' s Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 the 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 CONDmONERS, ETC 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 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be appr ' and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this gdik day of MAQC4 , 20 ti by G3 ZPC 1 Gwtatos who is personally know nn me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Id 1 Signature The day of Contractor g ins u u ent wasaackn ± ledged befo e me , 20 who is personally known to me or who has produced as identification and who did take an oath. NOTAR PUBLIC: Sign: Print: Lal xJ c ll@ 7uell My �; onA. LAURICELLA y 'oil MY COMMISSION # DO 857544 EXPIRES February 03, 2013 (407) 388-0163 ****sk+ U* **+ NNaK k**Ks*sNsk***ih+ h**dsep*ds************ **sp* *ds*******sk********* ,///7/./ APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO lI a 136 - 800- 095-0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements 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 111111111111111111111 111111111111111 11111111 CFN 2O12RO2354.2: OR Bk 28053 P9 0973; tips) RECORDED 04/03/2012 14:04:55 HARVEY RUVINr CLERK DF COURT PIIAHI -DADS COUNTY? FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: 36 S2 41 NO Etc- .5C 'N 61= Nfz y� I I S O O N ?.-It.D 41-M- 2. Description of improvement: j ./s F — N$ I 3. Owner(s) name and address: ___ 2 / UNMUC 0/4 �11%b f�M AM4. jvS, f'V Interest in property: Name and address of fee simple titleholder. 4. C 54 ontractor's name, a Id phone number Cei 1,441,4424t YZo-e4 Spec: ',Ids 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In . addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement (the exphation date Is 1 year from the-date of recording unless a different date is specifies) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OFTHE 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. Signatute(s) of Owner(s) or • s)' Authorizef Off cer%Director/P er, Ianage Prepared By Prepared By bj (�/ f. y ) Print Name &far EddetrcLS Print Name Title/Office ‘1, s ant 6Tioner Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this 2O' i s day of MA12 1 2017' CIg By ❑ �� Individually, or as V. P. for Gflhl'.y uNiV Personally known, or ❑ produced the following type of identiti Signature of Notary Public: PU:'.° St1'_il • _ 1 • �. "l�__�_• �S�i.iii• ftl Under penalties of perjury, I declare that! that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owne (• ner(s)'s Authorized Officer/Director/Partner/Manager who signed above: •tTE OF FLORIDA, COUNTY OF DADE HEREBY CERTIFY that this is a true copy of the •.ginal tiled in this office on day of By Wi i NESS my hand and HARVEY RUVI Ry , A020 clef Seal. uit and County Courts D.C. IVY Permit No: 12 -579 Job Name: April 5, 2012 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide approval from Miami Dade County DERM. 2) The wind load design criterion is wrong. The correct wind speed is 175 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 mow ederal ENGINEERING & TESTING250 SW 13th Ave Pompano Beach, FL 33069 Phone 954- 784 -2941 800- 848 -1919 Fax 954 - 784 -7875 fed - eng.com DATE: 4/2/12 Job Order No: 12 -731 CLIENT: Certified Roofing Specialists PROJECT: HSC Building ADDRESS: 11300 NE 2nd Avenue- Miami Shores, FL ASCE 7 -10 DESIGN PRESSURE CALCULATIONS Proiect Information: Height = 15' Length = 193' Width = 65' Exposure: C Category: II Slope: < 7° Ultimate Windspeed: Vuit= 170mph Basic Windspeed: Vj = 132 mph KZ = 0.85 Parapet Wall: <3' Design Calculations: Velocity Pressure: q = 0. 00256*[(0.85)(1.00)(1.0)(132)2] = 37.9 psf Width of Pressure Coefficient: 0.1(65') = 6.5' 0.4(15') = 6.0' ) use: 6'0" Effective Wind Tributary Area: <10ft2 For parapet height three feet (3') or larger, zone three (3) can be treated as zone two (2) (ASCE7 -10). External Pressure Coefficient: Internal Pressure Coefficient: 1) GCP1 = -1.0 2) GCP2 = -1.8 3) GCP3 = -2.8 C EC Construction Material Testing Council 1) GCPi = 0.18 Lab Accredited & Certified by 11111 Army Corp of Engineers COUNTY COUNTY Miami Dade County Florida Department of Transportation Page 2 4/2/12 HSC Bldg 11300 NE 2m1 Avenue Miami Shores, FL Design Pressures: 1) Field 2) Perimeter 3) Comers P1 = 37.9 *( -1.0 — 0.18) _ -44.7 psf P2 = 37.9 *( -1.8 — 0.18) = -75.1 psf P3 = 37.9 *( -2.8 — 0.18) _ -113.0 psf Attachment Requirements: Based on N.O.A. #10- 0408.05, pages 24 and 25 of 60; the following are our recommended insulation layer fastening requirements: Minumum Fasteners Per Insulation Board Insulation Board I Field Perimeter I Corners 4' z 4' 9 13 20 4' z 8' 18 26 39 Notes: Sincerely, Comers and perimeter area dimension shall not be less than a = 6'0" All work shall be in compliance with the local building code product control notice of acceptance and manufacturer specifications and Florida Building Code 2010. All layers of insulation simultaneously attached. Membrane fully adhered. Wind load calculations based on ASCE 7 -10 and information provided by client. All work shall be inspected by our field engineer or city inspector to verify compliance with specifications. Keith LeBlanc, P.E. 04 Federal Engineering & Testing Florida Reg. No. 59394 Certificate of Authorization #5471 Miami -Dade County Certification #11- 0407.01 r ENGINEERING ederal & TESTING 250 SW 13th Ave Pompano Beach, FL 33069 Phone 954- 784 -2941 800 -848 -1919 Fax 954- 784 -7875 fed - eng.com DATE: 4/2/12 Job Order No: 12 -731 CLIENT: Certified Roofing Specialists PROJECT: HSC Building ADDRESS: 11300 NE 2nd Avenue; Miami Shores, FL ASCE 7 -10 DESIGN PRESSURE CALCULATIONS Project Information: Height = 15' Length = 193' Width = 65' Exposure: C Category: II Slope: < 7° Ultimate Windspeed: V, i = 170mph Basic Windspeed: Vj = 132 mph Kz = 0.85 Parapet Wall: <3' Design Calculations: Velocity Pressure: q = 0.00256 `[(0.85)(1.00)(1.0)(132)2] = 37.9 psf Width of Pressure Coefficient: 0.1(65') = 6.5' 0.4(15') = 6.0' } use: 6'0" Effective Wind Tributary Area: <10ft2 For parapet height three feet (3') or larger, zone three (3) can be treated as zone two (2) (ASCE7 -10). External Pressure Coefficient: Internal Pressure Coefficient: 1) GCP1 = -1.0 2) GCP2 = -1.8 3) GCP3 = -2.8 Construction Material Testing Council 1) GCPi = 0.18 Lab Accredited 8 Certified by 1•I Army Corp of Engineers MIAMI•DADE COUNTY Miami Dade County Florida Department of Transportation Page 2 4/2/12 HSC Bldg 11300 NE 2°d Avenue Miami Shores, FL Design Pressures: 1) Field 2) Perimeter 3) Comers P1 = 37.9 *( -1.0 — 0.18) _ -44.7 psf P2 = 37.9 *( -1.8 — 0.18) = -75.1 psf P3 = 37.9 *( -2.8 — 0.18) _ -113.0 psf Attachment Requirements: Based on N.O.A. #10- 0408.05, pages 24 and 25 of 60; the following are our recommended insulation layer fastening requirements: Minumum Fasteners Per Insulation Board • Insulation Board Field 9 Perimeter 1 Corners , 4' z 4' 13 20 4'x8' 18 26 39 Notes: Comers and perimeter area dimension shall not be less than a = 6'0" All work shall be in compliance with the local building code product control notice of acceptance and manufacturer specifications and Florida Building Code 2010. All layers of insulation simultaneously attached. Membrane fully adhered. Wind load calculations based on ASCE 7 -10 and information provided by client. All work shall be inspected by our field engineer or city inspector to verify compliance with specifications. Sincerely, l �iL Keith LeBlanc, P.E. L, 1- Federal Engineering & Testing Florida Reg. No. 59394 Certificate of Authorization #5471 Miami -Dade County Certification #11-0407.01 1 RECEIVED APR O4.2012 Florida Building Code E High Velocity Hurricane Zone Uniform Section A (General I Miami Shores Village APPROVED BY DATE ZONING DEPT raltraKiMi r. A• • -t tiI . orm E 1 Q)NTY RULES AND REGULATIONS Maste r Permit No. Process Nog i I2 5 1 Contractor's Name 0v I .I�, n L0(k 4,0e 41'161 A 11300 it) C 2t) b 44E Job Address X Low Slope ❑ Asphaltic Shingles ROOF CATEGORY O Mechanically Fastened Tile ❑ Metal PaneVShingles ❑ Prescriptive BUR -RAS 150 O Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes ROOF TYPE ❑ New Roof ❑ Re- Roofing 'K Recovering 0 Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) / zD D i Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. 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Design Pressure, From the Specific NOA System: ° S2• S Deck: , /� Type: M °0 Gauge/Thickness: 7/ Slope: fq Anchor/Base eet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Ltejc/ 3 1..s 0 Base Insulation Size and Thickness: yr'%X /7 Base Insulation Fastener /Bonding Material: 41 /if /ID SC4 -f Top Insulation Layer: PONS Itch._ Top Insulation Size and Thickness: yR l Top Insulation Fastener /Bonding Material: / y AO st- v Base Sheet(s) & No. of PIy(s): Base Sheet Fastener /Bonding Material: Seyo% iwtr ROA. 176 Ply Sheet(s) & No. of PIy(s): PIy Sheet Fastener /Bonding Material: N14 Top PIy: Sbpfdkrng 1= 170 'J( # Top PIy Fastener/Bonding Material: Ft. km! Surfacing: a0/.4— Fastener Spacing for Anchor/Base Sheet Attachment Field " oc @ Lap, # Rows _ CO t1k" oc Perimeter: _" oc @ Lap, # Rows @ _" oc Corner: " oc @ Lap, # Rows f_I ` ®_" oc umber of Fasteners Per Insulation Board Field ? Perimeter /3 Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Parapet Height Mean Roof Height • SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owners initial in the designated space indicates that the . item has been explained. 1. .1= Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. .? Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. -WI . Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. . Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. --ME Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation ' -II not be reduced. It „. - beneficial to consider additional venting which can result in extendin! = 'ce life of the roof. `. Owner /Agent's Signature Date Contractor Revised on 7/9/2009 LD Date REINFORCING MEMBRANE PLY EXTEND 3" (762mm) BEYOND LEAD 30" (762mm) SQUARE MINIMUM, 2 1/2 LB. TO ( 4 LB. (1.2kg TO 1.8kg) LEAD OR 16 OZ. (0.5kg) COPPER FLASHING SET IN BED OF SOPREMA MASTIC, PRIME TOP SURFACE BEFORE INSTALLING REINFORCING PLY DRAIN STRAINER THERMAL INSULATION, COVERBOARD AND ROOFING PLIES APPLIED TO DECK AS SPECIFIED OR REQUIRED CLAMPING RING DRAIN BOWL DRAIN FLASHING, FIELD BASE, REINFORCING AND MEMBRANE PLIES EXTEND UNDER CLAMPING RING AND TURN LEAD DOWN INTO BOWL 1" (25mm) MIN. INSTALL A MINIMUM 8" (203mm) WIDE BED OF SOPREMA MASTIC ONTO THE DRAIN FLANGE AND OUT ONTO THE INSULATION PRIOR TO EMBEDDING THE FIELD BASE MEMBRANE PLY INTO THE MASTIC. AFTERWARD, APPLY ANOTHER BED OF MASTIC ON TOP OF THE BASE PLY PRIOR TO THE APPLICATION OF THE PRIMED DRAIN LEAD FLASHING. WHEN POSSIBLE INSTALL MINIMUM 4' (102mm) DRAIN SUMP IN ANY ONE DIRECTION -OR THAT ADDITIONAL TAPER TO PROVIDE POSITIVE DRAINAGE. NOTES: 1. DETAIL TO BE USE IN CONJUNCTION WITH SOPREMA GENERAL REQUIREMENTS, APPLICATION METHODS AND APPROVED DETAILS. 2. SOPREMA ADHESIVES, CEMENTS, MASTICS, PRIMERS AND SEALANTS ARE REQUIRED WHERE INDICATED. 310 QUADRAL DRNE WADSWORTH, OHIO 44281 (330) 334 -0066 DRAIN W/ CLAMPING RING SCALE NONE DWN I CHK DMT I PR DRAWING NUMBER ADR -001 APPROVAL DATE 9/1/05 REV 0 PROJECT SPECIFIED WALL FINISH: METAL, MASONRY OR WOOD WALL PANEL SYSTEM, METAL COUNTER FLASHING OR COPING SYSTEM OR SOPREMA- LIQUID MEMBRANE WATERPROOFING SYSTEM. SPECIFIED SYSTEM MUST WATERPROOF THE TOP FOUR INCHES OF THE FLASHING (51rirt) 1 MEMBRANE PLY. MAXIMUM 24" (610mm HEIGHT 6" 152rim) FASTENERS APPROX. 8" (203mm) O.C. OR BOTH PLIES FASTENED SIMULTANEOUSLY CAP PLY PRIME MASONRY SUBSTRATE, ON WOOD FASTEN SOPREMA APPROVED BASE SHEET 8" (203mm) O.C. IN GRID PATTERN AND AT SIDE LAPS. 4" MIN. (102mm) TYP. CANT OF REQUIRED) FASTENED AS SPECIFIED. (TYP) NOTES: 1. DETAIL TO BE USE IN CONJUNCTION WITH SOPREMA GENERAL REQUIREMENTS, APPUCATION METHODS AND APPROVED DETAILS. 2. SOPREMA ADHESIVES, CEMENTS, MASTICS, PRIMERS AND SEALANTS ARE REQUIRED WHERE INDICATED. ON HEAT WELDED FLASHINGS EMBED GRANULES IN FLASHING AREA. BASE PLY THERMAL INSULATION, COVERBOARD AND ROOFING PLIES APPLIED TO DECK AS SPECIFIED OR REQUIRED 310 QUADRAL DRIVE WADSWORTH, OHIO 44281 (330) 334-0066 TITLE WALL BASE FLASHING SCALE I DWN I CHK I APPROVAL DATE NONE I DMT I BS I 12/1/06 DRAWING NUMBER AWBF-003 [ 0 .0* USAGE OF MOS DRAWING IS GOVERNED Elf ME 11:1110 OF SERVICE FOR SOPREMA DETAIL PLEASE CONSULT THESE TOWS OF SERVICE PRIOR TO IMMO 11OS ORAVANO. 1 1 (51 mm) 1 PROJECT SPECIFIED WALL FINISH: METAL, MASONRY OR WOOD WALL PANEL SYSTEM, METAL COUNTER_ FLASHING OR COPING SYSTEM OR SOPREMA LIQUID MEMBRANE WATERPROOFING SYSTEM. SPECIFIED SYSTEM MUST WATERPROOF THE TOP FOUR INCHES OF THE FLASHING MEMBRANE PLY. • A • MAXIMUM 24" HEIGHT (610mm FASTENERS APPROX. 8" (203mm) O.C. OR BOTH PLIES • FASTENED SIMULTANEOUSLY POLYESTER CAP MEMBRANE FLASHING PLY HEAT WELDED 6" ON HEAT WELDED FLASHINGS (152mm) GRANULES IN FLASHING AREA. FIELD CAP MEMBRANE PLY TURN -UP WALL 2" (51 mm) MIN. (OPTIONAL) NOTES: 1. DETAIL TO BE USE IN CONJUNCTION WITH SOPREMA GENERAL REQUIREMENTS, APPUCATION METHODS AND APPROVED DETAILS. 2. SOPREMA ADHESIVES, CEMENTS, MASTICS, PRIMERS AND SEALANTS ARE REQUIRED WHERE INDICATED. PRIME MASONRY SUBSTRATE, ON WOOD FASTEN SOPREMA APPROVED BASE SHEET 8" (203mm) O.C. IN GRID PATTERN AND AT SIDE LAPS. POLYESTER FIELD BASE AND CAP MEMBRANE PLIES ADHERED EITHER BY HEAT WELDING OR SOPREMA 2 -PART ADHESIVE RIBBONS (REMOVE PLASTIC FILM IF PRESENT) THERMAL INSULATION AND COVERBOARD APPLIED TO DECK AS SPECIFIED OR REQUIRED 310 QUADRAL DRIVE WADSWORTH. OHIO 44281 (330) 334 -0066 o cn a TrrLE WALL BASE FLASHING W/ OUT CANT SCALE I DWN I CHK I APPROVAL DATE NONE I DMT I PR I 9/1/05 DRAWING NUMBER 4 AWBF -012 IO usium OF THIS DRAWING IS GOVERNED DV THE TERMS OF SERVICE FOR SOPROYA DETAIL PLEASE CONSULT THESE TUNAS OF SERVICE PRIOR 70 UTUIMIRC IRIS GRAINING. BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Soprema, Inc. 310 Quadral Drive Wadsworth, OH 44281 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Section and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Soprema Modified Bitumen Roofing Systems Over Steel Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /building RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA renews NOA No. 09- 0402.16 and consists of pages 1 through 60. The submitted documentation was reviewed by Jorge L. Acebo. WADE COUNTY APPROVED NOA No: 10 -0408.05 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 1 of 60 ROOFING SYSTEM APPROVAL Category: Roofmg Sub - Category: Modified Bitumen Material: SBS Deck Type: Steel Maximum Design Pressure -165 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Sopra -G 39" x 108' (3.5 ASTM D 4601 Fiberglass reinforced oxidized asphalt base sheet sq.) for bonding or mechanically attaching to substrate. Modified Sopra -G 39" x 108' (3.5 ASTM D 4601 Fiberglass reinforced modified asphalt base sheet sq.) for bonding or mechanically attaching to substrate. Soprabase 39" x 99' (3 sq.) ASTM D 6164 Oxidized asphalt, polyester reinforced base sheets. Primarily used as a mechanically attached anchor sheet. Applied in hot asphalt, cold adhesive or ribbon stripped. Sopra IV or VI 36" x 180' (5 sq.) ASTM D 2178 Type IV or VI, fiberglass reinforced, smooth Type IV or VI surfaced ply sheet. Sopra IV or VI are used in multi -ply systems and complies with ASTM and UL Standards. Applied in hot asphalt or cold adhesive. Colvent TG 39" x 49' (1.5 sq.) ASTM D 6163 Fiberglass reinforced, modified bitumen membrane with 1" wide factory applied heat weldable strips on back side. Colvent SA 39" x 49' (1.5 sq.) ASTM D 6163 Fiberglass reinforced, modified bitumen membrane with 1" wide factory applied self adhering strips on back side Colvent 180 TG 39" x 33' (1 sq.) ASTM D 6164 Polyester reinforced, modified bitumen membrane with 1" wide factory applied heat weld strips on back side. Colvent 180 SA 39" x 33' (1 sq.) ASTM D6164 Polyester reinforced, modified bitumen membrane with 1" wide factory applied self - adhering strips on back side Elastophene 39" x 49' (1.5 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen Sanded membrane sanded on both sides, used as a base and top ply. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene 39" x 33' (lsq,) ASTM D 6163 Fiberglass reinforced modified bitumen Sanded 3.0 membrane sanded on both sides, used as a base and top ply. Applied in hot asphalt, cold adhesive or ribbon stripped. Cm' .. . APPROVED NOA No: 10- 0408.05 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 2 of 60 Elastophene HD Elastophene HS FR Elastophene Sanded FR. Elastophene HR Elastophene HP Elastophene PS, Elastophene PS 3.0 Elastophene SP 2.2mm Elastophene SP 3.0mm Elastophene Flam Elastophene Flam 22 Elastophene Flam HS FR Elastophene Flam HP Elastophene 180 Sanded 39" x 33' (1 sq.) 39" x 66' (2 sq.) 39" x 49' (1.5 sq.) 39" x 49' (1.5 sq.) 39" x 66' (2 sq.) 39" x 491(1.5 sq.) 39" x 49' (1.5 sq.) 39" x 49' (1 sq.) 39 "x33'(1 sq.) 39" x 49' (1.5 sq.) 39" x 33' (1 sq.) 39" x 66' (2 sq.) 39" x 49' (1.5 sq.) ASTM D 6163 ASTM D 6162 ASTM D 6163 ASTM D 6163 ASTM D 5147 ASTM D 6162 ASTM D 6163 ASTM D 6163 ASTM D 6163 ASTM D 6163 ASTM D 6163 ASTM D6162 ASTM D 5147 ASTM D 6162 ASTM D 6164 Fiberglass reinforced modified bitumen membrane sanded on both sides, used as a base and top ply. Applied in hot asphalt, cold adhesive or ribbon stripped. Woven fiberglass/polyester composite reinforced modified bitumen membrane with fire retardants and sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass reinforced modified bitumen membrane with fire retardants and sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass scrim reinforced modified bitumen membrane sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. • Fiberglass /non -woven polyester reinforced modified bitumen membrane sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Glass reinforced modified bitumen membrane with a plastic burn -off film for heat weld bonding to the top side. Applied in hot asphalt, cold adhesive or ribbon stripping. Glass reinforced modified bitumen membrane with a plastic burn-off film on the bottom and sanded on the top. Applied b heat welding or ribbon stripping (after removal of plastic bum -off film). Glass reinforced modified bitumen membrane with a plastic bum -off film on the bottom and sanded on the top. Applied b heat welding or ribbon stripping (after removal of plastic bum -off film). Fiberglass reinforced modified bitumen membrane covered on both sides with a plastic burn-off film. Applied by heat welding. Fiberglass reinforced modified bitumen membrane covered on both sides with a plastic burn-off film. Applied by heat welding. Woven fiberglass /polyester composite reinforced modified bitumen membrane with fire retardants and plastic burn -off film on both sides. Applied by heat welding. Fiberglass /non -woven polyester reinforced modified bitumen membrane with plastic burn- off film on both sides. Applied by heat welding. Non -woven polyester reinforced modified bitumen membrane sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. NOA No: 10- 0408.05 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 3 of 60 Elastophene 180 39" x 49' (1.5 sq,) ASTM D 6164 Non -woven polyester reinforced modified PS bitumen membrane with a sanded bottom and a plastic burn-off film on the top, used as a base sheet. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene GR, 39" x 33' (1 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen Elastophene LS FR membrane with fire retardants, sanded on the GR bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene FR 39" x 33' (1 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen GR or FR+ GR membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene HR 39" x 33' (1 sq.) ASTM D 6163 Fiberglass scrim reinforced modified bitumen FR GR membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene HS 39" x 33' (1 sq.) ASTM D 6162 Woven fiberglass/polyester composite reinforced FR GR modified bitumen membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene HP 39" x 33' (1 sq.) ASTM D 5147 Fiberglass /non -woven polyester reinforced FR GR ASTM D 6162 modified bitumen membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene Flam 39" x 33' (1 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen GR, Elastophene membrane with fire retardants, a plastic burn-off Flam LS FR GR film on the bottom and mineral granules on the top. Applied by heat welding. Elastophene Flam 39" x. 33' (1 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen FR GR or FR+ GR membrane with fire retardants a plastic burn-off film on the bottom and mineral granules on the top. Applied by heat welding. Elastophene Flam 39" x 33' (1 sq.) ASTM D 6163 Fiberglass scrim reinforced modified bitumen HR FR GR membrane with fire retardants, a plastic burn -off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film). Elastophene Flam 39" x 33' (1 sq.) ASTM D 6162 Woven fiberglass composite reinforced modified bitumen membrane with fire retardants, a plastic burn-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping ( after removal of plastic burn-off film). Elastophene Flam 39" x 33' (1 sq.) ASTM D 5147 Fiberglass/non -woven polyester reinforced ASTM D 6162 modified bitumen membrane with fire retardants, a plastic burn -off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film). HS FR GR HP FR GR NOA No: 10- 0408.05 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 4 of 60 Sopralene 180, 250 39" x 33' (1 sq.) or 350 39" x 26' (3/4 sq.) Sopralene 180 SP 39" x 33' (1 sq.) 3.5 mm Soprafix [S], [F] and [X] Soprafix Soprafix -e Soprafix (X) Sopralene Flam 180, 250 or 350 39" x 33' (1 sq.) 39" x 33' (1 sq,) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) Sopralene 180, 250 39" x 33' (1 sq.) or 350 GR or FR GR Sopralene Flam 180, 250 or 350 GR 39" x 33' (1 sq.) Sopralene Flam 39" x 33' (1 sq.) 180,250or350FR GR or FR+ GR ASTM D 6164 Non -woven polyester reinforced modified bitumen membrane sanded on both sides, used as a base /ply /cap. Applied in hot asphalt, cold adhesive or ribbon stripping. ASTM D 6164 Non -woven polyester reinforced modified bitumen membrane with a plastic burn -off film on the bottom and sanded on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film). ASTM D 6164 Non -woven polyester reinforced modified bitumen membrane. Applied by mechanical attachment. ASTM D 6164 Non -woven polyester reinforced modified bitumen membrane with a 4 -inch or 5 -inch wide side lap with a plastic burn-off film on the bottom and sanded on the top. Applied by mechanical attachment. Lap heat welded or sealed with an approved cold adhesive. ASTM D 6164 Non -woven polyester reinforced modified bitumen membrane with a 5 -inch wide side lap with a self - adhering compound and release film and sanded on the bottom and top surfaces. Applied by mechanical attachment. Lap self - adhered or sealed with approved cold adhesive. ASTM D 6164 Non -woven polyester reinforced modified bitumen membrane with plastic burn-off film or sanded on the top and bottom surfaces and a 6- inch wide side lap. Applied by heat welding. ASTM D 6164 Non -woven polyester. reinforced SBS modified bitumen membrane, both sides covered with a plastic burn -off film, used as a base/ply. Applied by heat welding or ribbon stripping (after removal of plastic burn-off film). ASTM D 6164 Non -woven polyester reinforced modified bitumen membrane with fire retardants a sanded bottom and a mineral granules top. Applied in hot asphalt, cold applied adhesive or ribbon stripping (after removal of plastic burn-off film). ASTM D 6164 Non -woven polyester reinforced modified bitumen membrane with a plastic burn -off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn- off.film). ASTM D 6164 Non -woven polyester reinforced modified bitumen membrane with fire retardants a plastic bum-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn-off film). NOA No: 10-0408.05 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 5 of 60 Sopralene Flam 180 2.7 mm Sopralast Soprastar Flam Soprastar Stick UNILAY Sopralene Stick Sopralene Flam Stick EPS Flam Stick Colphene FR GR, Colphene GR Colphene HR FR GR Sopratape 606 Sopramastic 200 Elastocol 400, 500 and 600c Sopracolle "E" 39" x 33' (1 sq) various 39" x 33' (1 sq) 39 "x33' (1 sq) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39 "x33'(1 sq.) 39" x 33' (1 sq.) 5" wide 17 oz. pouch or 10.4 oz cartridge various keg ALSAN 1.25 gallon pail or FlashingTM 3.75 gallon pail ALSAN Polyfleece 4 ", 8" or 39" wide by 50' long SHS Mastic 10.4 oz tube SBS Elastic 5 gallon pail Cement ASTM D6164 ASTM D 6298 ASTM D6162 ASTM D6164 ASTM D6162 ASTM D6164 ASTM D 6164 ASTM D 6164 ASTM D 6164 ASTM D 6163 ASTM D 6163 ASTM D 6163 Proprietary Proprietary ASTM D 41 Proprietary Proprietary Proprietary Proprietary Proprietary Non -woven polyester reinforced modified bitumen membrane with fire retardants a plastic burn-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn-off film). Fiberglass reinforced modified bitumen sheeting faced with aluminum, copper or stainless steel foil. Applied by heat welding of ribbon stripping (after removal of plastic burn-off film). Fiberglass reinforced SBS modified bitumen membrane with a plastic burn -off film on the bottom side and a reflective white top surface. Applied by heat welding. Fiberglass reinforced SBS modified bitumen membrane with a release film covered self - adhering bottom side and a reflective white top surface. Non -woven polyester reinforced modified . bitumen membrane with fire retardants and surfaced with mineral granules. Applied by mechanical attachment, heat welding or ribbon stripping (after removal of plastic burn-off film). Self adhered, polyester reinforced membrane with a release film on the bottom and a sanded top. Self adhered, polyester reinforced membrane with a release film on the bottom and a plastic burn -off film on the top. Self adhered, film surfaced, glass mat/glass grid reinforced membrane with a release film on the bottom and a plastic burn -off film on the top. Self adhered, granule surfaced, fiberglass reinforced membranes. Self adhered, granule surfaced, fiberglass scrim reinforced membranes. Bituminous tape for sealing of side and head laps. Caulking compound. Asphalt primers. Cold- applied adhesive used to bond membrane to prepared substrates or to other membranes. One part polyurethane/bitumen resin, moisture cure compound. Non -woven polyester reinforcement used in the ALSAN Flashing system. Plasticized rubber/bitumen mastic compound. Elastomeric bitumen based mastic compound. NOA No: 10- 0408.05 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 6 of 60 • Soprawalk High Velocity® Insulation Adhesive II (HVIA -II) High Velocity® Insulation Adhesive III (HVIA -III) FM Adhesive FM Adhesive Trowel Grade FM Adhesive (VOC) FM Adhesive (VOC) Trowel Grade High Velocity® Membrane Adhesive (HVMA) Sopraboard Granules 39" x 26' (3/4 sq) 3 gal pail 4 dual cartridges per carton 5 gallon pail, 55 gallon drum or 350 gallon tote 5 gallon pail 5 gallon pail, 55 gallon drum or 350 gallon tote 5 gallon pail 5 gallon pail or 55 gallon drum various 5 gallon pail or Supersac Proprietary Non -woven polyester reinforced modified bitumen membrane with a sanded bottom and mineral granules on the top. Applied by hot asphalt, cold adhesive or ribbon stripping. Proprietary One part elastomeric urethane foam adhesive. Proprietary Two part elastomeric urethane foam adhesive. Proprietary Plastomeric bitumen based cold adhesive. Proprietary Plastomeric bitumen based cold adhesive. Proprietary Elastomeric bitumen based cold adhesive. Proprietary Elastomeric bitumen based cold adhesive. Proprietary Polyurethane bitumen adhesive. Proprietary Mineral fortified asphaltic cored coverboard between two layers of asphalt saturated fiberglass mat. Semi - ceramic coated colored granules. NOA No: 10- 0408.05 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 7 of 60 APPROVED INSULATIONS: Product Name ACFoam II, ACFoam III ACFoam Composite FlintBoard ISO, FlintBoard ISO Cold FlintBoard ISO Plus Hytherm AP Hytherm Composite ISO 95 +, ISO 95+ (25psi) ISO 95+ Composite EnergyGuard ISO, EnergyGuard Ultra EnergyGuard Composite Extruded or Expanded Polystyrene Gypsum High Density Wood Fiberboard Perlite Insulation DensDeck, DensDeck Prime, DensDeck Fireguard, DensDeck Prime Fireguard, DensDeck DuroGuard M- Shield H- Shield H- Shield CG H- Shield -P, H- Shield -WF ENRGY -3 Composite, Fesco Foam ENRGY -3 ENRGY -3 Plus Thermaroof Composite UltraMax Multi-Max 3, Multi-Max FA -3 Thermaroof Composite -3 SECUROCK Gypsum -Fiber Roof Board TABLE 2 Product Description Polyisocyanurate foam insulation Composite polyisocyanurate insulation board Polyisocyanurate foam insulation Composite polyisocyanurate insulation board Polyisocyanurate foam insulation Composite polyisocyanurate insulation Polyisocyanurate foam insulation Composite polyisocyanurate insulation board Polyisocyanurate foam insulation Composite polyisocyanurate insulation board Polystyrene Insulation Gypsum board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Composite Insulation board Composite Insulation board Polyisocyanurate foam insulation Composite Insulation board Composite Insulation board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Composite insulation board Gypsum board Manufacturer (With Current NOA) Atlas Energy Products Atlas Energy Products CertainTeed Corp. CertainTeed Corp. Dow Dow Firestone Firestone GAF GAF generic generic generic generic G -P Gypsum Corp. Soprema, Inc. Hunter Panels, Inc. Hunter Panels, Inc. Hunter Panels, Inc. Johns Manville Johns Manville Johns Manville RMax RMax RMax RMax US Gypsum NOA No: 10-0408.05 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 8 of 60 APPROVED FASTENERS: Fastener Number Product Name 1, Tri -Fix Fastening System 2. #12, #14 & #15 Soprema Fasteners 3. Soprafix [X] -EL #15 4. Soprafix Plates 5. Soprema Plates 6. Sopradisc 7. Soprema Isofast IF /IFT 8. Soprafix/Soprafast 9. UNILAY Plate #12, #14 & #15 Dekfast Fastener Omega Fastener Dekfast Hex Plate Dekfast Lock Plate Twin Loc -Nails 15. FM -30, FM -45, FM -60, FM -90 Fasteners 16. OMG AccuTrac Hextra Fastener 17. OMG AccuTrac Plate 18. OMG 3" Standard Steel Plate 19. Olympic CR Base Ply Fasteners 1 CO APPROVED TABLE 3 Product Description Fastening system for base sheet attachment to Iightweight concrete, gypsum or cementitious wood fiber decks. Fasteners for membrane or insulation attachment to wood, steel or concrete decks. Fasteners for membrane attachment to steel or concrete decks. AZ -55 Galvalume steel plate for use with the Soprafix system. Metal or plastic stress plates for use with Soprema Fasteners. Galvanized metal bearing plate used for side lap attachment of Soprafix system. AZ -50 Galvalume steel plate for use with the Soprafast System. Stress plates for membrane securement. Stress plates for Unilay membrane securement. Insulation fastener Stainless steel insulation fastener Galvalume AZ50 steel plate Polypropylene locking plate. Base ply fastening systems for lightweight concrete, gypsum or cementitious wood fiber decks Base ply fastening systems for lightweight concrete decks Insulation fastener for wood and steel. Galvalume square stress plate Galvalume stress plate. Base ply fastening assembly Dimensions 3" diameter plate with various length fasteners 2" diameter 3" diameter 2" diameter 2' /a" diameter 3" diameter 2 -3/8" diameter 27/8 "x3 %" 3 "x3 A" 3" square 3" round 3" square Manufacturer (With Current NOA) Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. SFS Intec SFS Intec SFS Intec SFS Intec ES Products, Inc. ES Products, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. NOA No: 10- 0408.05 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 9 of 60 APPROVED FASTENERS: Fastener Number Product Name 20. NTB Magnum 21. NTB Plate 22. Lite -Deck 23. Lite -Deck Plate 24. Olympic Fastener #12, #14 & #15 25. Olympic CD -10 TABLE 3 Product Description Glass reinforced Nylon insulation fastener for gypsum & CWF decks with barbs. Galvalume stress plate Insulation fastener for CWF and Gypsum decks. Galvalume stress plate Insulation fastener. Insulation fastener. 26. Olympic Fluted Nail Insulation fastener. 27. Olympic Standard 28. Olympic Plastic 29. Powerlite 30. Powerlite Galvalume AZ50 steel plate Polypropylene stress plate Insulation fastener. Galvalume stress plate. 31. Base -Lok Fasteners Base sheet fastener for lightweight concrete, cwf and gypsum decks 32. Turbo Tube -Lok Base sheet fastener for Fasteners lightweight concrete, cwf and gypsum decks 33. SFS Base -Lok Fasteners Base sheet fastener for lightweight concrete, cwf and gypsum decks 34. Insul -Fixx Fastener Insulation fastener for wood, steel and concrete. 35. Isofast Fasteners Insulation fastener for wood, steel and concrete. 36. Extra Load Fasteners Fasteners for membrane #15 attachment to steel or concrete decks. 37. Insul -Fixx S Plate Galvalume AZ50 steel plate 38. Insul -Fixx P Plate Polyethylene stress plate 39. Isofast Plate TN D APPROVED Square or oblong galvalume steel plates for use with Isofast fasteners Dimensions 3" round 3" round 3" round 3.25" round 3" round 1.75" long with 3" dia. head 1.75" long with 2" dia. head 1.75" long with 3" dia. head 3" round 3" round Manufacturer (With Current NOA) OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. Powers Fasteners, Inc. Powers Fasteners, Inc. Simplex Nails Simplex Nails SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. NOA No: 10- 0408.05 Expiration Date: 03 /01/16 Approval Date: 02/24/11 Page 10 of 60 APPROVED FASTENERS: TABLE 3 Fastener Number Product Name 40. ES -I Fastening Systems 41. #12, #14 & #15 Dekfast Fastener 42. Omega Fastener 43. Dekfast Hex Plate 44. DekFlat Lock Plate 45. Tru -Fast TL Fastener 46. Tru -Fast Fastener 47. Tru -Fast HD or EHD Product Description Insulation fastening assembly with plate. Insulation fastener Stainless steel insulation fastener Galvalume AZ50 steel plate Polypropylene locking plate. Insulation fastener for lightweight concrete, CWF and gypsum decks Insulation fastener for wood, steel and concrete. Insulation fastener for wood, steel and concrete. 48. Tru -Fast MP -3 Galvalume AZ50 steel plate 49. Tru -Fast Metal Galvalume AZ55 steel plate 50. Tru -Fast Plastic Polypropylene plate 51. ES Products Batten Bar- Batten bar TL 52. OMG #12 Insulation fastener 53. OMG Polymer Batten Strip 54. OMG MAXLoad 55. Olympic Heavy Duty 56. Olympic ASAP 3P 57. Olympic ASAP 3S 58. Isofast IF2 59. Isofast IF/IG 60. Isofast IFC/IW 61. #15 Dekfast HS 62. Galvalume Steel 3" Round Insulation Plate 63. K -Fast Fastener I v e CO NTY APPROVED Modified polymer batten bar Insulation fastener Insulation fastener Pre - assembled insulation fastener and plastic plate Pre - assembled insulation fastener and steel plate insulation fastener Galvalume AZ50 steel plate Galvalume AZ50 steel plate Insulation fastener Galvalume AZ50 steel plate Insulation Fastener Manufacturer Dimensions (With Current NOA) 3" round SFS Intec, Inc. 27 /s "x3'A" 3" x 3'A" 3" round 3" round 3" round 3" round SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. ES Products, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. 3" round OMG, Inc. SFS Intec, Inc. 82 x 40 mm SFS Intec, Inc. 70 x70 mm SFS Intec, Inc. SFS Intec, Inc. 3" round SFS Intec, Inc. SFS Intec, Inc. NOA No: 10- 0408.05 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 11 of 60 • APPROVED FASTENERS: Fastener Number Product Name 64. Dekfast Steel Batten Bar 65. Dekfast Coiled Batten Strip 66. Soprafix #14 PAS -2" SB Stress Plate 67. Soprema 3" Insulation Plate 68. Soprafix 2" — SB Stress Plate 69. Soprafix 2 -3/8" — SB Stress Plate 70. Soprafix (X) 2 -3/4" Stress Plate 71. Soprafix MBB -R 72. Soprema #12, #14, #15 Fastener 73. Soprema PAS #12 -3" Insulation Plate 74. Soprafix #21 -K Fastener 75. Tru -Fast DP 76. Tru -Fast SHD 77. Tru -Fast MPH -3 78. Tru -Fast MP -2000 79. Tru -Fast MPB -2000 80. Tru -Fast MPB -2400 81. Tru -Fast BB -18 Batten Bar 82. Tru -Fast BB -18 -R Batten Bar 83. Tru -Fast Twin Loc Batten Bar MADE OUNTY APPROVED TABLE 3 Product Description Galvalume AZ50 steel Batten bar Pre - assembled plate and fastener Stress plate Stress plate Stress plate Stress plate Metal Batten Bar Insulation and membrane fasteners Pre- assembled plate and fastener Insulation and membrane fastener Insulation fastener for wood, steel and concrete Insulation fastener for wood, steel and concrete Galvalume AZ50 steel plate Galvalume AZ55 steel batten bar Galvalume AZ55 steel batten bar with recessed holes Batten bar Manufacturer Dimensions (With Current NOA) SFS Intec, Inc. 2" diameter 3" diameter 2" diameter 2 -3/8" diameter 2 -3/4" diameter SFS Intec, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. 3" diameter Soprema, Inc. Soprema, Inc. The Tru -Fast Corp. The Tru -Fast Corp. 3" round The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. NOA No: 10- 0408.05 Expiration Date: 03/01/16 Approval Dater 02/24/11 Page 12 of 60 APPROVED SURFACING /COATING OPTIONS: TABLE 4 Application System Manufacturer Number 1. Generic 2. Generic 3. Soprema 4. Karnak Corporation 5. Soprema 6. Thermo Manufacturing Systems, LLC 7. United Coatings Manufacturing Company 8. Insulating Coatings Corporation 9. Henry Company 10. National Coating Gravel applied at 400 lbs/sq., adhered with flood coat of asphalt at 60 lbs/sq. Slag applied at 300 lbs/sq., adhered with flood coat of asphalt at 60 lbs/sq. Gravel applied at 400 lbs/sq., adhered with FM Adhesive or FM Adhesive (VOC) at 4 gal/sq. Karnak #97 Fibrated Aluminum Roof Coating applied at an application rate of 1.5 gaUsq. Cural Aluminizer applied at an application rate of 2 gal /sq. Super Prep Roof Coating applied in two coats at an application rate of 1.5 gal/sq /coat. Roof Mate Coating, applied in one base coat at a rate of 1.5 gal /sq, and one finish coat at a rate of 1.5 gal/sq. Astec 2000 Finish Coat applied in two base coats at a rate of 0.75 gal /sq /coat and two finish coats at a rate of 0.75 gaUsq /coat. HE280DC White Elastomeric Roof Coating applied in two coats at an application rate of 1 gaUsq /coat. Acryshieldo A500 applied in two coats at an application rate of 1 gal /sq /coat. NOA No: 10- 0408.05 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 13 of 60 EVIDENCE SUBMITTED: Teat Agency/.Identifier Revert • Name Date Dynatech Engineering Corp. 2491 -04.95 TAS 114 01.04.95 Factory Mutual Research Corp. J.I.1Z3A6.AM FM 4470 04.27.95 J.I.2DOAO.AM FM 4470 08.15.97 J.I. 1D4A3.AM FM 4470 04.24.98 J.I. 308441 FM 4470 10.17.00 J.I.3002351 FM 4470 02.28.03 J.I.3017614 FM 4470 11.06.03 3017614 FM 4470 02.27.06 3025860 FM 4470 04.17.06 3026028 FM 4470 05.25.06 3023749 FM 4470 09.28.06 3029098 FM 4470 10.25.07 3032109 FM 4470 07.21.08 Exterior Research & Design, LLC 2003.02.97 -1 TAS 114 02.15.97 2003- 2.04.97 -1 TAS 114 04.15,97 2002.07.97 -1 TAS 114 08.15.97 2716.05,98 -1 TAS 114 05.27.98 2738- 10.00 -1 TAS 114 10.20.00 2752.02LAB.05.02 -1 TAS 114 05.24.02 2109.09.02 TAS 114 09.19.02 2761.09.03 TAS 114 09.02.03 2764.09.03 TAS 114 09.16.03 02843.02.05 -02 • TAS 114 02.10.05 2774.04.05 -R1 TAS 114 04.18.07 2779.11.05 -R1 TAS 114 04.18.07 S6740.11.07 ASTM D 6163 11.02.07 512370.03.09 -1 ASTM D 6164 03.06.09 S12370.03.09-2 ASTM D 6164 03.06.09 S12370.03.09-3 ASTM D 6162 03.06.09 IRT of S. Florida 990028 TAS 114 09.30.99 ID CO APPROVED NOA No: 10- 0408.05 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 14 of 60 Deck Type 21: Steel, Insulated Deck Description: 18 -22 ga. Steel, Grade 80 steel decking over' " thick steel supports spaced at maximum 6 ft. o.c. attached with Traxx/5 fasteners at a spacing of 6" o.c. Deck side laps are attached 30" o.c. using Traxx/1 fasteners. System Type C(3): All layers of insulation simultaneously attached, All General and System Limitations apply. One or more layers of any of the following insulations. )Base Insulation Laver Insulation Fasteners Fastener (Table 3) Density /ft2 ACFoam II, ACFoam III, ENRGY -3, PSI-25, Multi -Max FA-3, H- Shield (flat or tapered) Minimum 1.5" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Ton Insulation Laver Insulation Fasteners Fastener (Table 3) Density /ft2 DensDeck Minimum %" thick 24 1:1.78 iP Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: Ply Sheet: APPROVED • (Optional) One or more plies of Sopra -G, Modified Sopra-G, Sopra -IV, Sopra- VI, Soprabase, adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 Ibs./sq. Or Prime DensDeck with ASTM D 41 prime followed by one ply of Sopralene Flam Stick *, Sopralene Stick or EPS Flam Stick *, self adhered. *Requires heat welded ply or cap membrane. (Optional, required if no base sheet used) One or more plies of Elastophene Flam *, Elastophene Flam 2.2 *, Sopralene (180, 250 or 350) Flam *, or Sopralene (180, 250 or 350) SP, heat welded Or One or more plies of Elastophene Sanded, Elastophene Sanded FR, Elastophene HR, Elastophene 180 Sanded, Elastophene PS *, Elastophene PS 3.0 *, Elastophene 180 PS *, Sopralene (180, 250 or 350) PS *, or Sopralene (180, 250 or 350) Sanded or one or more plies of Type IV or Type VI ply sheets, adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Or One ply of Sopralene Flam Stick* or Sopralene Stick self adhered. (Note: Prime sanded surfaced base Sheet.) *Requires heat welded cap membrane. NOA No: 10- 0408.05 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 24 of 60 Membrane: Elastophene SP 2.2mm *, Elastophene SP 3.0mm *, Elastophene Flam GR, Elastophene Flam FR GR or FR+ GR, Elastophene Flam LS FR GR, Soprastar Flam, Sopralene (180, 250, 350) Flam GR, Sopralene (180, 250, 350) Flam FR GR or FR+ GR, or Sopralast, heat welded Or Elastophene Sanded *, Elastophene Sanded FR *, Elastophene HR *, Elastophene 180 Sanded *, Sopralene (180, 250, 350) Sanded *, Elastophene FR GR, Elastophene LS FR GR, Elastophene GR or FR+ GR, Sopralene (180, 250, 350) GR, or Sopralene (180, 250, 350) FR GR, adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbsJsq. to sand surfaced base or ply membrane. Or Colphene FR GR, Colphene GR or Colphene HR FR GR self adhered. (Note: Prime sanded surfaced Base or Ply Sheet.) Or Soprastar Stick, self - adhered to Elastocol 600c primed sand surfaced base or ply membrane. *Requires approved Surfacing. Surfacing: Surfacing is Optional on granular surfaced field cap membranes. Surfacing is Required for smooth or sanded surfaced field cap membranes. Refer to Underwriters Laboratories or Intertek Testing Services listings for applicable fire classifications Apply any coating listed in Table 4 above, or any Miami -Dade approved coating system. Maximum Design Pressure: -52.5 psf (See General Limitation #7) DE O u APPROVED NOA No: 10- 0408.05 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 25 of 60 STEEL DECK SYSTEM LIIVIITATIONS: 1, If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant. 2. For steel deck application where specific deck construction is not referenced: The deck shall be a minimum 22 gage attached with 5/8" puddle welds with weld washers at every flute with maximum deck spans of 5 ft, o.c. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, I2" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of I21bs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 Ibf. Insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofmg Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIANI DADE COUNTY_ APPROVED NOA No: 10- 0408.05 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 60 of 60 ENGINEERING ederal & TESTING250 SW 13th Ave Pompano Beach, FL 33069 Phone 954- 784 -2941 800 - 848 -1919 Fax 954 -784 -7875 fed - eng.com March 30, 2012 Job Order No.: 12 -731 Certified Roofing Specialists 3440 NW 25th Avenue Pompano Beach, FL 33069 RE: MECHANICAL FASTENER PULL TESTS 11300 NE 2nd Avenue Miami Shores, FL Dear Sirs: In accordance with your authorization, Federal Engineering & Testing has performed a pull test in compliance with Testing Application Standard TAS -105 and the Florida Building Code High Velocity Hurricane Zone on 3/30/12 at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the mechanical fasteners at the above referenced project. On 3/30/12 our field engineer visited the site and conducted 17 uplift tests on the Olympic #14 HD screws into the wood/metal roof deck. All tests were performed according to the Florida Building Code and TAS -105. Enclosed find copies of TAS -105 forms with test results. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. All tests were conducted according to Dade County TAS -105 using a Comten Industries Fastener Tester Model No. DFG 2W2000 It has been a pleasure working with you and look forward to doing so in the near future. Sincerely, Keith LeBlanc, P.E. y /'7 �2 Federal Engineering & Testing Florida Reg. No. 59394 Construction Material Testing Council Lab Accredited & Certified by Army Corp of Engineers MIAMI DADE COUNTY Miami Dade County Florida Department of Transportation DADE COUNTY BUILDING CODE COMPLIANCE OFFICE TESTING APPLICATION STANDARD TAS 105 -98 FIELD WITHDRAWAL RESISTANCE TEST RESULTS GENERAL INFORMATION: Job Name: Job Address: 11300 NE 2nd Avenue Miami Shores, FL Contact Individual at Job Site (if any): TESTING AGENCY / EQUIPMENT INFORMATION: Note: The undersigned acknowledges that all testing has been conducted and results have been reported in compliance with Dade County TAS- 105 -98. Testing Agency Name: Federal Engineering & Testing Address: 250 SW 13th Avenue Pompano Beach, FL 33069 Telephone: (954) 784 - 2941 Fax: (954) 784 - 7875 Representative Name: Title: Profes ion. En ! ' e`er Signature: Mr. Keith LeBlanc, P.E. Test Apparatus (General Description): Comten Industries Fastener Testor Model No. DFG 2W2000 Page - 1 ENGINEERING BUILDING / ROOF SYSTEM INFORMATION: Area No. 1 Roof Area Height: Height 15 ft Roof Area Dimension: Length 193 ft Second Largest Dimension 65 ft Total Roof Area 12325 ft2 124 sq Perimeter Area 2916 ft2 (see Dade County Protocol PA 117) BUILDING / ROOF SYSTEM INFORMATION: Area No. Roof Area Height: Height ft Roof Area Dimension: Length ft Second Largest Dimension ft Total Roof Area ft2 sq Perimeter Area ft2 (see Dade County Protocol PA 117) BUILDING / ROOF SYSTEM INFORMATION: Area No. Roof Area Height: Height ft Roof Area Dimension: Length ft Second Largest Dimension ft Total Roof Area ft2 sq Perimeter Area ft2 (see Dade County Protocol PA 117) Page 2 ENGINEERING ENGINEERING FASTENER INSTALLATION INFORMATION: Is the fastener a self - driller? Yes [X ] No [ ] If yes, list the type of tool used for fastener installation: Cordless Drill Speed of Tool: Variable rpm's TEST INFORMATION: Number of Tests Conducted: n = 17 * See Section 7 of Dade County Protocol TAS 105 or TAS 105A) * Note the locations of all tests on "Building Information" Detail #2, attached) FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Area No. 1 (Refer to deck dimensions referred on Page No. 2) Component to be secured: Insulation [ X ] Membrane [ ] Anchor or Basesheet [ ] Woodblocking [ ] Metal Profiles [ ] Fastener Type: # 14 Screws Fastener Manufacturer: Olympic Predrilled: Yes [ X ] No[ ] If Yes: Drill Bit Size: " diameter Hole Depth: tI See Section 7 to determine number of tests (If drill is high tolerance include range in 1 /1000" tolerance) Sample No. Plan Identifier Initial Failure Load (lbt) Field or Perimeter Area 1 1 900 C 2 2 982 C 3 3 782 C 4 4 940 C 5 5 844 P 6 6 584 P 7 7 914 P 8 8 862 P 9 9 894 P 10 10 974 P 11 11 968 P 12 12 876 P 13 13 907 P 14 14 888 P 15 15 900 F 16 16 1006 F 17 17 848. F Page -4 F1 ENGINEERING • Mean Failure Load: F = 886.41 lbf Sample Standard Deviation: SF = 96.37 lbf Minimum Characteristic Resistance Force: F' = 685.00 lbf Notes: 1. Use of the results herein to determine the required number of fasteners for insulation attachment or an acceptable anchor or base sheet fastener spacing, as outlined in Dade County Protocol RAS 117, shall utilize the minimum characteristic resistance force (F'), determined in compliance with Section 8 of TAS 105. No margin of safety shall be applied to field withdrawal resistance test results determined in compliance with TAS 105. Notes: 2. A safety of factor of 2 to 1 shall be applied to all results of laboratory testing. 3. The following pages shall be completed for each roof area and included with all Field Withdrawal Resistance Test Recording Sheets. ROOF AREA NO. 1 Insert Building and Parapet Heights (Ifno Parapet Wall exist,Insert NA '9 Ground Level 1 foot 15 feet Building Information - Detail #1 Page -5 ENGINEERING 143' X15 ittioic9des, • Certificate of Calibration # KELC- 142774 -4 Kimball Electronic Laboratory, Inc. Precision Measurement Equipment Specialists KIMBALL ELECTRONIC LABORATORY, INC 8081 W 21 LANE HIALEAH, FL. 33016 Description: Manufacturer. Model Number. Part Number: Range: DIGITAL WITHDRAWAL TESTER COM -TEN DFG2W2000 N/A 2000 LBS Serial Number. 20604081 Customer I.D.: N/A Cust. Barcode: N/A Cust. Dept: N/A Specifications: +/ -.5% FS Purchase Order # N/A 1 1 IN i 1 1 1 1 1 FEDERAL ENGINEERING AND TESTIING 250 SW 13TH AVE POMPANO BEACH CaI Date: Cal. Due Date: CaI. Interval: Received: FL 33069 14- Jan -12 14- Apr -12 3 MONTHS IN TOLERANCE Calibration Result: PASS Environmental Conditions: 73 DEG F / 35 % RH Performed By: HAROLD ELIZONDO i Procedure: SYN156 Cal Location: IN -HOUSE This is to certify that the above listed instrument meets or exceeds all specifications as stated In the referenced procedure at the points tested (unless otherwise noted). It has been calibrated using measurement standards traceable to the National Institute of Standards and Technology (NIST), or to NIST accepted intrinsiclstandards of measurement, or derived by the ratio type of self - calibration techniques. This calibration is in accordance with Kimball Electronic Laboratory, Inc Quality Assurance Manual. KELI's Quality system is A2LA- Accredited to ISO/IEC- 17025:2005 and compliant with MIL- STD- 45662A and ANSI/NCSL Z540.3 -2006. TURS when applicable are greater thhn or equal to 4:1; with expanded uncertainty used to calculate the Test Uncertainty Ratio, with a coverage factor of K =2 at a confidence level of approximately 95 %, unless otherwise! noted. Any number of factors may cause the calibration Item to drift out of calibration before the recommended interval has expired. • THIS UNIT WAS FOUND TO BE IN TOLERANCE AT THE TIME OF CALIBRATION. PERFORMED ROUTINE CAL. NO ADJUSTMENTS REQUIRED Company KIM001 Description AKO TSD 125-S DEAD WEIGHT SYSTEM Last Cal. Cal. Due Date -o g -11, 31- Aug -12 Certified by: HAROLD ELIZONDO 14— Jan -12 11:42:01 AM This report may not be reproduced, except In full, unless permission for the publication of an approved abstract is obtained in writing from KELI Labs., Inc. Kimball Electronic Laboratory, Inc. - 8081 W. 21st Lane - Hialeah, FL. 33016 Tel: 305 - 822 -5792 - Toll Free: 800 -393 -1094 - Fax: 305 - 362 -3125 - Web: www.kelicabs.com Approved By: JAVIER BALCEIRO 473=-77=;'i 14— Jan -12 4:43:30 AM 1 ENGINEERING ederal & TESTING 250 SW 13th Ave Pompano Beach, FL 33069 Phone 954- 784 -2941 800 - 848 -1919 Fax 954 -784 -7875 fed - eng.com April 3, 2012 Job Order No 12 -731 Certified Roofing Specialists 3440 NW 25th Avenue Pompano Beach, FL 33069 RE: ROOF MOISTURE SURVEY HSC Building 11300 NE 2ncl Avenue Miami Shores, FL In accordance with your authorization, Federal Engineering & Testing has performed a Roof Moisture Survey in compliance with TAS -126 and the Florida Building Code Section 1521.12 on March 30, 2012 at the above referenced project. The purpose of our survey was to determine the moisture content of the exterior roof. This is a roof moisture survey only and is not considered a roof top inspection. The subject building consists of a C.B.S. structure with a built up roof system over ISO insulation over a metal / wood roof deck. On March 30, 2012 our field engineer visited the site and conducted a nuclear moisture survey. In addition, 3 core samples were secured to verify the oven dried moisture contents. All tests were performed according to the Florida Building Code Section 1521.12 and the Roof Consultants Institute "Standard Practice for the Detection and Location of Latent Moisture in Building Roofing Systems by Nuclear 7'hermalization" using a Troxler Model 3216. Construction Material Testing Council Lab Acciageesi 1 & Certified by Army Corp of Engineers MIAMI•DADE COUNTY Miami Dade County Florida Department of Transportation Page No. 2 4/3/12 HSC Building 11300 NE 2° Avenue Miami Shores, FL The following is a summary of the core test results: OVEN DRIED GRAVIMETRIC ANALYSIS DECK TYPE % MOISTURE CC -1 CC -2 CC -3 Core Location C -2 B -8 B -12 Built Up Roof 0.4 0.4 0.3 ISO Insulation 2.6 2.4 2.9 Nuclear Reading 7 20 35 Pursuant to the Florida Building Code Section 1521.12; the moisture content of the existing roof system shall not exceed 5% by weight in the roof membrane and 8% by weight in the insulation system. No areas of trapped moisture concentrations greater than eight (8) percent were detected in the insulation roof layers. (See attached roof top plan). The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements and roof top traffic. It has been a pleasure serving you at this phase of your project and look forward to doing so in the near future. Sincerely, Keith LeBlanc, P.E. e /s Federal Engineering & Testing Florida Reg. No. 53394 Certificate of Authorization #5471 Miami -Dade County Certification #11-0407.01 Page 2 of 2 FEDERAL ENGINEERING & TESTING 250 SW 13th Avenue; Pompano Beach, FL 33069 MOISTURE GRAVIlVIETRIC ANALYSIS Client: Certified Roofing Project: HSC Building Project Address: 11300 N.E. 2nd Avenue; Miami Shores, FL Date: 3/30/12 Test No. & Description Weight Before Drying (grams) Weight After Drying (grams) Moisture Weight (grams) Percent ( %) Moisture Roof Core 1 (Grid # C -2) Built Up Roof 26.9 26.8 0.1 0.4 Poly ISO Insulation 4.0 3.9 0.1 2.6 Roof Core 2 (Grid # B -8) Built Up Roof 25.2 25.1 0.1 0.4 Poly ISO Insulation 4.3 4.2 0.1 2.4 Roof Core 3 (Grid # B -12) Built Up Roof 59.9 59.7 0.2 0.3 Poly ISO Insulation 3.6 3.5 0.1 2.9 HISTOGRAM 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 0 12 180 10 8 0 9 13 15 11 17 14 11 17 X16 13 18 015 14 15 0 0 15 00 9 10 11N 10 11 16 19 13 16 11 14 14 14 14 13 14 15 17 16 0 0 9 7 10 8 9 17 17 15 15 15 18 19 14 190 17 18 16 17 7 07 10 10 10 11 11 14 15 15 13 17L 16 15 15 14 13 10 12 8 9 9 9 0 0160 160 20 27 230 32 35 14 16 0 22 X23 18 301 240 O 14 13 12 13 8 5 8 9 8 9 12• 13 10 9 7 8 - 80 = North • = Drain 0 = Vent 0 = A/C 0 = Cores Federal Engineering & Testing TAS -126 Roof Moisture Survey Client : Certified Roofing Specialists Address: 1130 NE 2nd Avenue Miami Shores, FL NOT TO SCALE l IF' ENGINEERING ederal & TESTING250 SW 13th Ave Pompano Beach, FL 33069 Yea_ APR 12"Et Phone 954- 784 -2941 800- 848 -1919 Fax 954 -784 -7875 fed - eng.com DATE: 4/5/12 Job Order No: 12 -731 (Revised) CLIENT: Certified Roofing Specialists PROJECT: HSC Building ADDRESS: 11300 NE 2nd Avenue., Miami Shores, FL ASCE 7 -10 DESIGN PRESSURE CALCULATIONS Project Information: Height = 15' Length = 193' Width = 65' Exposure: C Category: II Slope: < 7° Ultimate Windspeed: Vuit 175mph Basic Windspeed: Vd = 136 mph KZ= 0.85 Parapet Wall: <3' Design Calculations: Velocity Pressure: q = 0. 00256*[(0.85)(1.00)(1.0)(136)2] = 40.2 psf Width of Pressure Coefficient: 0.1(65') = 6.5' 0.4(15') = 6.0' } use: 6'0" Effective Wind Tributary Area: <10ft2 For parapet height three feet (3') or larger, zone three (3) can be treated as zone two (2) (ASCE7 -10). External Pressure Coefficient: Internal Pressure Coefficient: 1) GCP1 = -1.0 2) GCP2 = -1.8 3) GCP3 = -2.8 Construction Material Testing Council 1) GCPi =0.18 Lab Accredited & Certified by .1 Army Corp of Engineers MIAMI•DADE COUNTY Miami Dade County Florida Department of Transportation Page 2 (Revised) 4/5/12 HSC Bldg 11300 NE 2°d Avenue Miami Shores, FL Design Pressures: 1) Field 2) Perimeter 3) Comers P1 = 40.2 *( -1.0 — 0.18) = -47.5 psf P2 = 40.2 *( -1.8 — 0.18) = -79.7 psf P3 = 40.2 *( -2.8 — 0.18) _ -119.0 psf Attachment Requirements: Based on N.O.A. #10- 0408.05, pages 24 and 25 of 60; the following are our recommended insulation layer fastening requirements: Minimum Fasteners Per Insulation Board Insulation Board Field Perimeter 1 Corners 4' z 4' 9 14 21 4' z 8' 18 28 42 Notes: Comers and perimeter area dimension shall not be less than a = 6'0" All work shall be in compliance with the local building code product control notice of acceptance and manufacturer specifications and Florida Building Code 2010. All layers of insulation simultaneously attached. Membrane fully adhered. Wind load calculations based on ASCE 7 -10 and information provided by client. All work shall be inspected by our field engineer or city inspector to verify compliance with specifications. Sincerely, Keith LeBlanc, P.E. , /„r4 Federal Engineering & Testing Florida Reg. No. 59394 Certificate of Authorization #5471 Miami -Dade County Certification #11- 0407.01 Florida Department of Environmental Protection Mi a DERM . uality na ement Division Division of Air Resource Management eeI NOTICE OF DEMOLITION OR ASBESTOS RENOVATION Miami, Florida 33136 Cu Ni TYPE OF NOTICE (CHECK ONE ONLY): ❑ ORIGINAL ❑ REVISED ❑ CANCELLATION TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION ❑ RENOVATION ROOFING IF DEMOLITION, IS IT AN ORDERED DEMOLITION? ❑ YES ❑ NO IF RENOVATION: ,� r/ IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES LTNO File # IS IT A PLANNED RENOVATION OPERATION? Er ❑ NO Process # 1. Facility Name Z' YL-ti. t-) Ulu t U4' e2.,_`) i ki HS C._ 1 4.-1? / Ai cj Address li j U v 7,_1 f 2 ,_, i) ,4t'€_ ❑ COURTESY City /'l/AM l c /r. 2.f < State C._ Zip 33 /61 Site P4 .CC-- 13 L... %t ( Consultant Inspecting Site Building Size / Z ,� `` f (Square Feet) # of Floors / Building Age in Years Prior Use: I School /College /University ❑ Residence ❑ Small Business Other Present Use: QSchool /College /University ❑ Residence ❑ Small Business Other 11. Facility Owner I:. /1 iz (.%t./ e t1E k' / 7 ct Phone ( ) Address l' ? 00 /-) r 2 s ) } t f , 1 / "17-1 / J City /1 /A" ' S //("1 --f- State t L .. Zip ^ J 1 1 1 . Contractor's Name ("Pi- T l '1- I r v R-s / Ai 6 �y � c r , c , t ST 5 Address C( sv 1 .J 2 S t %e ft- ‘a:,;-, City f c. a Cc State r f_ Is the contractor exempt from licensure under section 469.002(4), F.S.? County /44 +i- i, -!2'44 f Phone (7 l L1 ?nfl _746 3 zip 3.7 0 67 ❑ YES IV. Scheduled Dates: (Notice must be postmarked 10 working days before the project start date) Asbestos Removal (mm /dd /yy) Start: Finish: Demo /Renovation (mm /dd/yy) Start: t /l` Finish: V Description of planned demolition or renovation work to be performed and methods to be employed, including demolition or renovation techniques to be used and description of affected facility components. rz,. ` , ve Yz ` ( X/ S7'^/ b /trOFF (4) t 7'-t N*' L3 /ice r . y 1ph� NO Procedures to be Used (Check All That Apply): 0 Strip and Removal r Glove Bag ❑ Bulldozer ❑ Wrecking Ball Wet Method Dry Method ❑ Explode ❑ Burn Down OTHER: .,,C/:(, tt E >dtr'� Ar °1 fl.5.F -1; 4) VI. Procedures for Unexpected RACM: VII. Asbestos Waste Transporter: Name Address', City State Zip VIII. Waste Disposal Site: Name Address .�.r (t 3 1 ,f t ? "%F City f7 "IPA t � ✓'( State r -t Zip 304. 7 up AD IX. RACM or ACM: Procedure, including analytical methods, employed to detect the presence of RACM and Cate 1 n /, Phone (_ 1DIVIS1oN Amount of RACM or ACM* ''s square feet surfacing material } square feet cementitiou�� linear feet pipe square feet resilient flooring cubic feet of RACM off facility components square feet asphalt roofing *Identify and describe surfacing material and other materials as applicable: This is to certify that the required fn(sj Pegarding asbestos have been s_ibmitted in Compliance with rip,{ -ICa1-6 I certify that the above information is correct and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on- site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business hours. I have read and understood the additional information provided on the back of this form. A/r (Print Name ofQwner/ le (Signature,of Owne perator) (Date), —2C /. Contact phone #) Received 161_01 -158 10 /10 DISTRIBUTION: White— DERM Yellow—Appl icant Pink — Reserve Gold— Reserve DISCLAIMER This "NOTICE OF DEMOLITION OR ASBESTOS RENOVATION" is required pursuant to the provisions of 40 CFR 61 Subpart M and Rule 62- 257.301, F.A.C. and must be submitted prior to any demolition or regulated asbestos abatement activity. This document is an Asbestos Notification only and is not a permit. This NOTICE OF DEMOLITION OR ASBESTOS RENOVATION does not constitute a waiver of or approval for any federal, state, count\', or local permits that may be required for this facility. INSTRUCTIONS for COMPLETING NOTICE OF DEMOLITION OR ASBESTOS RENOVATION The state asbestos removal program requirements of s. 376.60, F.S., and the renovation or demolition notice requirements of the National Emission Standards for Hazardous Air Pollutants (NESHAP), 40 CFR Part 61, Subpart M, as embodied in Rule 62 -257, F.A.C., are included on this form. Check to indicate whether this notice is an original; a revision, a cancellation, or a courtesy notice (i.e., not required law). If the notice is a revision, please indicate which entries have been changed or added. Check to indicate whether the project is a demolition or a renovation. If you checked demolition, was it ordered by the State or a local government agency? If so, in addition to the information required on the form, the owner /operator must provide the name of the agency ordering the demolition, the title of the person acting on behalf of the agency, the authority for the agency to order the demolition, the date of the order, and the date ordered to begin. A copy of the order must also be attached to the notification. It you checked renovation, is it an emergency renovation operation? If so, in addition to the information required on the form, the owner /operator must provide the date and hour the e .,, rgency occurred, the description of the sudden, unexpected event, and an explanation of h a • fe conditions or would cause equipment damage or an unreasonable financial bard, o ec n nd it is a planned renovation operation, please note that the notice is effective for a ' c rr . • d. •ear of January 1 through December 31. 11. III. Complete the facility information. This s scheduled. This address will be used by? the consultant or firm that conducted the asbes box to indicate whether the prior use of the "residential dwelling" is defined in Rule 62 -257. or other. If ''other" is checked, identify th sUIVVIEW where the renovation or demolition is i inspector to locate the project site. Provide the name of nspection. For "prior use" check the appropriate a school, college, or university; residence, as �rf siness, as defined in s. 288.703(1), F.S.; iY sa nstructions for "present use." Complete the facility owner information. pRTME�,,tT OF Complete the contractor information. RESCYURCES IV. List separately the scheduled st tE�us' �i the project and the renovafi ? or demolitic ATU.H- ck the met roce ures to b e affected ility co'°�aonents. ferc�, ce in 'e 62- 204.a "00, V. Describe an a descrip 1ncorpora a dry rem( VI. Describe material k If he a• .. o L re ova portion of for a planned NESHAP quire obtainin 45(3)(c)(i) pro• omes crumble e event une or reduced to p V(I. Complete the asi estos waste transp('r information. VIII. Complete the waste disposal site information. X. ed molition r asbestos 3 partme, ROK1 is lo 'viler after s ovation. Include h is adopted and oil Dior to using revious project. non trraore estos List the amount of RACM or ACM of each type of asbestos to be removed. No e: A volume measurement of RACM off facility components is only permissible if the length or area could not be measured previously.) Identify and describe the listed surfacing material and other listed materials as applicable. TYPE OF NOTICE (CHECK TYPE OF PROJECT (CHECK IF DEMOLITION, IS IT IF RENOVATION Florida Department of Environmental Protection DERM Division of Air Resource Management Air Quality nagement Division g X01 N .. OTICE OF DEMOLITION OR ASBESTOS RENOVATLON7 - l'an$ a,4 t3' NE ONLY): ❑ ORIGINAL ❑ REVISED 0 CANCELLATION ARVIVOYL512 -NE ONLY): ❑ DEMOLITION ❑ RENOVATION 2J - ROOFING N ORDERED DEMOLITION? ❑ YES ❑ NO Y• dm • aussome mum IS IT AN EMERGENCY RENOVATION OPERATION? IS IT A PLANNED RENOVATION OPERATION? Facility Name T' r"t r"4 n t l r Address 5! City ' r.`t"" r Site 1.-1 Building Size / e ,4 1(Square Feet) Prior Use: fla Schbol /College /University Present Use: ® School /College /University 11. Facility Owner A r /` i1 r✓' ` ' Y' f ., Address it ('' s I: f -? ❑ YES ❑ YES L4'NO File # ❑ NO Process # CUIc ►3 t,r; G State / t. Zip - = 'I / County Consultant Inspecting Site # of Floors r Building Age in Years ❑ Residence ❑ Small Business Other ❑ Residence ❑ Small Business Other Phone City /1 '.h . + 1 III. Contractor's Namt ( .,.address ( s r +.1 City ∎i 10n•••.v e ' �. ti State l r, Zip 7 Is the contractor exempt; from licensure under section 469.002(4), F.S.? ❑ YES C- NO IV Scheduled Dates: (Notice must be postmarked 10 working days before the project start date) Asbestos Removal (mm/kld/yy) Start: Finish: Demo /Renovation (mm/ddlyy) Start': .hi Finish: > , t . Description of planned demolition or renovation work to be performed and methods to be employed, including demolition or renovation' techniques to be used and description of affected facility components. ti '-• . State / Zip " (2 t i.. n 6 =, 7 Phone(, ' ) r t.� rr: u /e `'T /4F.+ r,..e r ' Procedures to be Used (Check All That Apply): VI. Procedures for Unexpected RACM: VII. Asbestos Waste Transporter: Name '' Phone ( ) Address City VIII. Waste Disposal Site: Name Address - i T3 City ,.,,4 pA r. ) � State Zip ate Zip • -j IX. RACM or ACM: Procedure, it:c i ana tc I methods, e .� e o detect the presence of RACM Amount of RACM or ACM* square feetsurfacing Material linear feet pipe` cubic feet of RACM off facility components Identify and describe surfacing material and other materials as applicable: MIAMI -DADE D.E.f.M. I$C01.44±CUIPOINIAMA VIEMT D!VISIOs Notification(s) Regarding asbestos have been entitious material submitted' in Compliance with s.Rj: f `"' ilient flooring Applicabl- -gulatio squar - feet asphalt roofing Sign I certify t t the aboveinformation is correct and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on- site dui g the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection duri g normal business hours. I have read and understood the additional information provided on the back of this form. f 71 Strip and Removal erat , /�' ❑ Glove Bag Bulldozer ❑ Wrecking Ball ❑ Wet Method (Date) [] Dry Method Q Explode ■ Burn Down OTHER: f' r r' 3 t. 1: VI. Procedures for Unexpected RACM: VII. Asbestos Waste Transporter: Name '' Phone ( ) Address City VIII. Waste Disposal Site: Name Address - i T3 City ,.,,4 pA r. ) � State Zip ate Zip • -j IX. RACM or ACM: Procedure, it:c i ana tc I methods, e .� e o detect the presence of RACM Amount of RACM or ACM* square feetsurfacing Material linear feet pipe` cubic feet of RACM off facility components Identify and describe surfacing material and other materials as applicable: MIAMI -DADE D.E.f.M. I$C01.44±CUIPOINIAMA VIEMT D!VISIOs Notification(s) Regarding asbestos have been entitious material submitted' in Compliance with s.Rj: f `"' ilient flooring Applicabl- -gulatio squar - feet asphalt roofing Sign I certify t t the aboveinformation is correct and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on- site dui g the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection duri g normal business hours. I have read and understood the additional information provided on the back of this form. f 71 (Print Name of Qwner /O erat , /�' ( Signature of Owner ra aerator) (Date) (Contact phone #) l Rt S f Y I CtlD to red 161_01-158 10/10 DISTRIBUTION: White —DERM Yellow- Applicant Pink- Reserve Gold- Reserve DISCLAIMER This "NOTICE OF DEMOLITION OR ASBESTOS RENOVATION" is required pursuant to the provisions of 40 CFR 61 Subpart M and Rule 62'257.301, F.A.C. and must be submitted prior to any demolition or regulated asbestos abatement activity. This document is an Asbestos Notification only and is not a permit. This NOTICE OF DEMOLITION OR ASBESTOS RENOVATION does not constitute a waiver of or approval for any federal, state, county, or local permits that may be required for this facility. INSTRUCTIONS for COMPLETING NOTICE OF DEMOLITION OR ASBESTOS RENOVATION The state asbestos removal program requirements of s. 376.60, ES, and the renovation or demolition notice requirements of the National Emission Standards for Hazardous Air Pollutants (NESHAP), 40 CFR Part 61, Subpart M, as embodied in Rule 62-257, F.A.C., are included on this form. Check to indicate whether this notice is an ori i aLan»'ioion,acanccllzkion,nracourtesYn0dce(i.e,no{rmquired by law). If the notice is a revision, please indicate which entries have been changed or added. Check to indicate whether the project is a demolition or a renovation. If you checked demolition, was it ordered by the State or a local government agency? If so, in addition to th information required on the form, the owner/operator must provide the name of the agency ordering the demolition, the title of the person acting on behalf of the agency, the authority for the agency to order the demolition, the date of the order, and the date ordered to begin. A copy of the order must ako he attached to the notification. f you checked renovation, is it an emergency renovation operation? If so, in addition to the information required on the form, the owner/operator must provide the date and hour the emergency occurred, the description of the sudden, unexpected event, and an explanat nt cau_-. ~• conditions nr wou!d cause equipment damage or an unreasonable financial burde "'2o ' . w it is a planned renovation operation, I, p|easenoteUha1thenvhce/senect/vefprapc arot January l through December 3l. � I. Complete the facility information. This the renovation or demolition is scheduled. This address will be used by ithltricianEWate the project site. Provide the name of the | firm h conducted the asbes s rv y inspection. For prior use' the appropriate box to indicate whether the prior use of the f t f a school, college, or university; residence, as "residential dwelling" is defined in Rule 62'25 .2 . . .psmall business, as defined in s. 288.703(1), FS.; orcthcc1i"odher°is checked, idenh(v ��x��,�� ` t'w�. instructions for "present use." U. Complete the owner information. � ' OF EN ,^ ONMENTAL III. Complete the contractor information. RESOURCES IV. List separately the List separately the scheciokistrAiyinkt. , v,w, the project and the renovation or dem pliA Jo ion of the p DATE V. Describe and check the mcihw an~ proce.I Yts to be use or a planned demolition or renovation. Include a des of the affected -lity components. (Note: The NESHAP for asb stos, which i adopted and incorpor ' � reference in ��^ 62- w4.8O0, E/\.[, req -resnbLaining y epa rnentapp ^�K prior to using a dry rc' wva. :`ethodinacn00�mnc�vvii'� �O[FKsccton ]45(3)(c)(i). Ir ° removaI portion of Vi [}escri.~ `em^ material ocorn4 .�� pul VU. [nnop|ct the a. waste transpo formation. VIII. Compete the waste disposal site information. Cj isfo r ter star IX. List the amount of RACM or ACM of each type of asbestos to be removed. ( e: A vo e measuremoit of RACM off facility components is only permissible if the length or area could not be measured previously.) Identify and describe the listed surfacing material and other listed materiak as applicable.