The URL can be used to link to this page

MC-09-1369 40 C1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Nu INS 137394 Permit Number MC -8 -09 -1369 Scheduled Inspection Date: March 09, 2010 Permit Type: Mechanical - Commercial Inspector: Perez, JanPierre Inspection Type: Final Owner: , BARRY UNIVERSITY Work Classification Addition /Alteration Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138 -0000 Phone Number Parcel Number 1121360000050 Project: <NONE> Contractor: TALAVERA A/C & REFRIG INC Phone: (305)446 -0501 Building Department Comments SUPPLY STANDS FOR PIPE SUPPORT AND EXTEND WATER LINES APPROX 60' 3 6 all Inspector Comments Passed � f _C4AAJ C;7 Failed � 1l iv.[ ( Correction Needed ❑ �� Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 08, 2010 For Inspections please call: (305)762 -4949 Page 28 of 34 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL GV Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 137679 Permit Nu RF -8 -09 - 1359 Scheduled Inspection Date: March 15 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: UNIVERSITY, BARRY Work Classification: Flat Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138 -0000 Phone Number Parcel Number 1121360000050 Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Phone: 305 - 822 -5707 Building Department Comments REROOFING PELICAN TAER AND FINE ARTS QUAD. BOTH FLAT ROOF WITH SOPREMA SYSTE OV CNCRETE DECK AND TILE ROOF FROM MONIERLIFETILE OVER SLOPED ROOFS. Inspector Comments Passe j:'� CREATED AS REINSPECTION FOR INSP- 122079. Uplift test must be for each roof section. Pitch pans need refilled, seperating. Remove concrete block and replace stand. Failed ❑ condensate stand are loose. NB Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 12, 2010 For Inspections please call: (305)762 -4949 Page 18 of 29 Lab Report No. 09- 090102 FLORIDA TEC Providing olutions to the Roofi Indust C.A. #: 26095 9 g ry L Certificate: 08- 0514.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADF, COUNTY PROTOCOL TAS -'106 PROPERTYADDRESS 11300 NE 2 Ave, Miami Shores PERMITNo: OWNER: Barry University ROOFINGsgvAREs: 38,56,65,56,52 CONTRACTOR: Presto Roofing Construction ROOFPITCK• 3:12 TILE TYPE: Flat INSPECTOR INITIALS: NM/7L ATTACHMENT: Polyfoam TESTDATE: 9/24/09 Testinq Equipment: Di ital Chatillon DFIS 200 Test Tabulation Required Testing Force: 35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT A 1 -5 Passed 18 -25 Passed 42 -50 Passed 6 -10 Passed 26 -31 Passed 51 -53 Passed 38sgs 11 -15 Passed 32 -35 Passed 16 -17 Passed 36 -41 Passed THIS ROOF HAS: PASSEDLYJ FAILED THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT B 1 -5 Passed 18 -25 Passed 42 -50 Passed 6 -10 Passed 26 -31 Passed 51 -54 Passed 52sgs 11 -15 Passed 32 -35 Passed 16 -17 Passed 36 -41 Passed THIS ROOF HAS: PASSED FAILED THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT C 1 -5 Passed 18 -25 Passed 42 -50 Passed 56sgs 6 -10 Passed 26 -31 Passed 51 -60 Passed 11 -15 Passed 32 -35 Passed 61 -65 Passed 16 -17 Passed 36 -41 Passed 66 -71 Passed THIS ROOF HAS: PASSEDLxl FAILS THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT D 1 -5 Passed 18 -25 Passed 42 -50 Passed 6 -10 Passed 26 -31 Passed 51 -60 Passed 56sgs 11 -15 Passed 32 -35 Passed 61 -65 Passed 16 -17 Passed 36 -41 Passed 66 -71 1 Passed THIS ROOF HAS: PASSEDW FAILEDLJ THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT E 1 -5 Passed 18 -25 Passed 42 -50 Passed 71 -76 Passed 6 -10 Passed 26 -31 Passed 51 -60 Passed 65sgs 11 -15 Passed 32 -35 Passed 61 -65 Passed 16 -17 Passed 36 -41 Passed 66 -70 Passed THIS ROOF HAS: PASSEDW FAILED THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. Reviewed by: "ROOF SKETCH" VIEW ATTACHMENT Five roof decks tested •�!�/ All uplift tests pass Alberto Cardona, RE Lic. No 1 138 2, �- /v 595 West 18` Street Tel: (305) 256 -4550 Hialeah, FL 33010 www.floridatec.net Fax: (866) 333 -6988 Providing Solutions to the Roofing Industry A B 38sgs 52sgs 95' 130' F57 39 42 44 47 49 52 1 2 36 38 42 44 46 49 52 50 41 43 46 34 37 41 43 47 51 54 33 8 40 45 48 51 53 35 4 39 40 45 48 53 40' 40' FINE ARTS 12 14 33 22 23 25 28 BLDG 3 7 11 13 16 33 24 23 2 32 1 16 18 19 26 ARCH WAY 6 9 15 17 20 21 13 15 17 20 21 24 27 5 8 10 12 14 18 19 22 31 27 40' FLAT FLAT FLAT 71 70 71 70 66 1 68 66 1 3 2 3 4 67 65 2 4 67 65 6 5 64 68 5 8 64 8 6 7 1 63 9 7 1 62 63 62 11 9 11 12 61 D 56sgs 12 14 60 61 3 14 60 56sgs 13 15 58 59 15 17 58 59 FLAT FLAT 16 17 57 16 18 9 57 OPEN GRASS AREA 18 1 22 56 21 22 56 54 140' 140' 1 54 23 53 23 24 53 55 26 24 55 26 27 50 52 27 50 52 28 28 19 5 51 31 30 49 29 5 51 49 31 30 48 32 33 47 48 2 5 33 47 3 32 7 46 34 36 7 45 46 34 36 45 44 2 38 38 4 44 41 41 42 FLAT FLAT 40' 4 1 4 6 8 10 1 13 15 17 19 21 22 24 68 69 70 64 3 2 5 7 9 11 12 14 16 18 20 21 23 3� �j 65 72 1 40' 66 � 57 55 53 51 49 47 45 43 42 4 0 37 35 74 65sgs 62 33 75 76 7 61 58 56 54 52 50 48 46 44 41 39 38 36 34 v 60 59 32 156' 595 West 18 Street Tel: (305) 256 -4550 Hialeah, FL 33010 www.floridatec.net Fax: (866) 333 -6988 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 123958 Permit Number: RF -8 -09 - Scheduled Inspection Date: September 09, 2009 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Tile In Progress Owner: ARISTIDE, NORMA Work Classification: Flat Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138 -0000 Phone Number (305)893 -1745 Parcel Number 112136000005 Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Phone: 305 - 822 -5707 Building Department Comments REROOFING PELICAN TAER AND FINE ARTS QUAD. BOTH FLAT ROOF WITH SOPREMA SYSTE OV CNCRETE DECK AND TILE ROOF FROM MONIERLIFETILE OVER SLOPED ROOFS. Inspector Comments 1 Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. no )nno For Inspections please call: (305)762 -4949 0 ,,,,,, .,A „F,., 0\ i, -�. M a� �w Miami Shores Village L °W r 10 q SEP 14 2009 � , Building Department q N 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 B Y Tel: (305) 795.2204 Fax: (305) 756.8972 • - - -- BUILDING Permit No. PERMIT APPLICATION Master Permit No. 9 - aq —1 5t!5, FBC 2004 Permit Type (circle): Building Roofing p Owner's Name (Fee Simple Titleholder) eWMAq // Phone # .�- Owner's Address ff _ City �/ State Fl— Zip _ Tenant/Lessee Name Phone # Job Address (where the work is being done) rJ City Miami Shores Village County Miami -Dade Zip — 3 -?� l FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name �� - Phone # %� O Contractor's Address `t City State � Zip 3� �+� 1 Qualifier Name /� l Phone # 5-M,;? State Certificate or Registration No 'e, (2616-Z-9 Certificate of Competency No. 7 (-q Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ t, Square / Linear Footage Of Work: 4 yep x Type of Work: ❑Additi anion ❑New ,/ F] Repair/Replace ❑ Demolition Describe Work: � �W / AS 7vA 0 , t- � ®.. Submittal Fee Permit Fee $ CCF $ C07C Notary $ TraininglEducation Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -4 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 CONDITIONERS, 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 n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Sgnat e Owner or Agent ontractor The foregoing instrument was acknowledged before me this The for in trument was a edg efore me thisA -� day of , 20 _, by day of , 2, by �II who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. �. as identification and who did take an oath. NOTARY PUBLIC: NOT Y PUBLIC: Sign: Sign: P Print: Print: Cari0 Menzel My Commission Expires: My Co a Expi 01/17!2010 APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07/10/07) ROOF bSSEMBLIES EihE7: ROOF TOr- STRUCTURES 0 j Mande, BUMng Code Edition 201007 `" t €cpEr- �fcErciis! HuPricsne Zany Uniform Permit App €icatian Form. -- , -- 5n D 1 te-er SCE RI C I fS ,,F A n- SI M En Ufa cature-r. LLC 19OfE AC P2 4 o _ MISY -f1mu m Destan, P'E St291 Moped Roof System Deamilption, Deck Type: Type Underla meat: j p y .t =.r EI,s 121 ` t Insulation: Fire Barrier: Ridge Ventii on ?, Fastener Type & Spacing: ,w ,adhesive Type: Type Cap Sheet: + r T 2 6 4 v C S t 6✓yi f of Height: Roof Covering:rf4� E � F w A.' Type & Size Drip E '- Edge: rb rb!`. r i5 �4 FLORIDA BUILDING CODE — BUILD,j\1G ROOF t SSEMBLIES AND ROOPTOp STRUCTURES Merida Bujfldffig Code Edition 200 H!- 0 h- Vc- 10cl1'Y i iLrricanc- Zonc Ltriforni, Fermi[ Application Forr,. 5800111 ( THe Qa ne) For Moment based rile systems, choose either Method 1 or 2. Compare the values for A4 with the values from Mf_ if the 1+4fvalues a e greater than or equal to the 1"", values, for each area of the roof, then the tile attachment method is acceptable. l Method 1 Moment Based file Calculations Per RAS 127" x � -)_M A- I V],. .>k, f yr- y l Product Approval M (P, x) 4 ) 1VJ lv1r� Product Approval M j ls4 - i' 3 ` Product Approval ]%I Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of P.csistance (Mr) From Table Below Product Approval h4 i ftrr MqU red MiOrtcnit Rcsist�ticc� j Clean Roof Height —, Roof 81 Pe ,I, 55' 20' I 25' 2: 12 30 I GO 3C c 36.5 36.2 39.7 I , X2.2 3:12 32.2 54 G 30.0 I 37.1 12 3D a 32.2 1 5 I 33.6 35. i I 37.3 .12 26.41 30.1 I 35.E I 32.E + 341.9 6:52 26.4 1 26.0 I 2g,4 7:52 , � 30 I 32.4 24 5. , 25.9 I 27.5 I i 26.2 30.0 'Must be used in conjunction with a list of moment based tilt systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use h4ethod 3. Compared the values for F' with the values for Fr. If the F' for each area of the roof, then the tile attachment method is acceptable. values are greater than or equal to the Fr values, Method 3 "Moment Based Tile Calculations PerRAS 127" (P2: x L _ x Cos os B = rrl Product Approval F' cose Pr7 __ Product Approval F' (Yg: x 1 = x - x Cos B = F _ Product Approval F' Where to Obtain Information Description �rnbol Where to find- Design Pressurell PI or 1 IRAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7 Mein Roof Ileightl H IJob Site Roof Slope B job Site Aerodynamic Jvlultiplier 2 Product Approval Restoring Moment due to Gravity ME Product Approval Attachment Resistance Mf jProduct Approval Required Moment Resistance.+ M Calculated Minimum Attachment - Resistance F I Product Approval ` Required Uplift Resistance1 Fr Calculated Average Tile ",'eight W Product Approval Tile Dimensions L= length = ividth Product Approval All calculations must be submitted to the building official a! the time of permit application. FLORIDA, SUILDING CODE — BUILDIN i 5.3 DR. Bk 26?82 F`9 1142; (less) NOTICE OF RECORDED 08/18/ 13 »11:15 HARVEY RUVINY CLERK OF COURT COMMENCEMENT MIAMI -GAGE COUi1TYr FLORIDA LAST PAGE A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TM OF FIRST INSPECTION PERMIT NO. TAX FOLIO NOO — 2/ 0-0W—Q9—'2) STATE OF FLORIDA COUNTY OF 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. Legal description of property and street address: 2. Description of improvement: 3. Owner (s) name and address: pp l�ij Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: k _ _ .�� Amount Of bond: $ ST G y CER I t F Y ;flti� .� " (k� �� -• fi x: 6. Lender's name and address: 1 ,f-' , ).�,'+ n -, C� • { L. i:' PIa �� \a: �acms*`��z 7. Persons within the State of Florida designated by Owner upon whom notices or other 'as pro y Section 713.13 (1) (a) 7., Florida Statutes: _______ } Name and address: 8.In addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713. 13 (1) (b) 7., Florida Statutes: Name and address: 9. Expiration date Of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner / d1TIJ'4 � / t l QXA Print Owner's Nam (r V A , ) j 7 � Prepared by: Sworn to and subs ribed before me this day of , 20 CAI Notary Public k • Address: / Print Notary's Name I , n.. TTS� ��4a My Commission Expires: v� "'a °4 � Notary Public •State of Florida Jun 1 ,,, foa ';. �o"' Commission #r DD 86303E of I '� Bonded Through National Notuy Assn. Miami Shores Village %pe y Roof 10050 N.E. 2nd Avenue t G/as�caacarr Fiat Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Pet�a�aii�D ; �YORiD� Is�e:Ir4fg F Expiration: 02/ Project Address Parcel Number Applicant 11300 2 Avenue 1121360000050 Miami Shores, FL 33138 -0000 Block: Lot: NORMA ARISTIDE Owner Information Address Phone C ell NORMA ARISTIDE 138 111 Street (305)893 -1745 (786)280 -9385 MIAMI SHORES FL 33161 -6628 Contractor(s) Phone Cell Phone Valuation: $ 303,990.00� PRESTO ROOFING CORPORATION 305 - 822 -5707 Total Scl Feet: 33206 6M Type of Work: Re Roof For Inspections please call: Additional Info: (305)762 -4949 Classification: Commercial Available Inspections: Inspection Type: Tin Cap Final Roof Roof Review Roof in Progress Renailing Affidavit Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $182.40 RF -8 -09 -35633 $ 1,514.33 $ 1,464.33 CO /CC Fee $150.00 t Education Surcharge $60.80 RF -8 - 09 - 35633 $ 1,514.33 $ 1,514.33 $ 0.00 Permit Fee - New Roof $1,075.00 Check #: 2784 Scanning Fee $18.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $28.13 Total: $1,514.33 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. August 24, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Auqust 24, 2009 1 Miami Shores Village Building g p V I� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder �� if �✓I Phone # Owner's Address City I State ` / Zip - 3 Tenant/Lessee Name Phone # Job Address (where the work is being done) c�2 40. City Miami Shores Village County Miami -Dade Zip '�� FOLIO / PARCEL # /l— 1. � ;) / { �'� C�5 0 Is Building Historically Designated YES NO V Contractor's Company Name w t�;/ t. ' 4xr Phone # Contractor's Address S / City r ®( etw State Zip 9 Qualifier Name • ` 1� s C s 1�� Phone # = % p� — State Certificate or Registration No. �`— '`�� Certificate of Competency No. i °� 7th / Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ "� Square I inear Footage Of Work: Type of Work: E]Additigq Alteration ❑New Repai a la E] Demolition ,Des cribe Work, PL 4 d **********Fees** 4 Submittal Fee $ �� Permit Fee $ 0Z — CCF $ - 40 CO C v Notary $ ' rte Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ (4I �3 See Reverse side -4 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 CONDITIONERS, 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 ' spe ion which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspec e approved and a reinspection fee will be charged. / v Signat -' l) ' Signature Owner or Agent t e` ontracto The fore ing instrument was a owl d befo me this r Z The foreg in rument was ac ged f me this day of 2 , by day of 20 , by 1 . who is personal y known to me or who has produced who is personally known to me or who hasp uced As identification and who did take an oath. as identification and who did take an oath. NOT PUBLIC: NOT Y PUBLIC: 00 Sign: Sign. fa ublic State of Florida mv- $ os G Menzel Print: Print: y Commis 5Q7718 a n�`' Expires 01117/2010 a � My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: 'V V �< Plans Examiner Engineer Zoning (Revised 07/10/07) BARRY Physical Plant 11300 NE 2nd Avenue UNIVERSITY Miami Shores, FL 33161 voice 305 - 899 -3785 fax 305 - 899 -3794 Division of Business and Finance August 12, 2009 Village of Miami Shores 10050 NE 2 °d Avenue Miami Shores, FL 33138 RE: Permit Authorization Letter To whom it may concern; Please allow this letter to serve as an authorization for Presto Roofing, Corp. to obtain a permit on behalf of Barry University for the replacement of the Fine Arts roof. If you have any questions, please feel free to contact me. Sierely, lex M cNamara Director of Facilities Barry University ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1 525 HICK- VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. � � o INSTRUCTION PACE. w F- LU LU COMPLETE THE NECESSARY SECTIONS OF G > THE UNIFORM ROOFING PERMIT Uj o Uj u 1 APPLICATION FORM AND ATTACH THE d ' REQUIRED DOCUMENTS AS NOTED BELOW: .. _., p freosfcSriptiriptive ystem Required Sections of the Attachments Required ^' U Permit Application Form See List Below Q LU p l Slope Application A,B,C 1,2,3,4 Y C `( M, RIJR -RAS �5D A,B 41,5,6,7 A sphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,l3,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED. 1. Fire Directory Listing Page K= 2. From Product Approval: Front Page Specific System Description Specific System Limitations O N41141 General Limitations Applicable Detail Drawings 3. 2e Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing /Calculation Documentation FLORIDA BUILDING CODE — BUILDING 15.31 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Morida Building Code Edition 200 High- velocity Hurricane Zone Uniform Permit Application Form. Section A (General Info rma"on Master Permit No. Process No. _ C Contractor's Name s� e '�� {/ Job Address / l !� " ROOF CATEGORY y(Low Slope ® Mechanically Fastened Tile! Mortar/ dhesive Set T' ® Asphaltic ® Metal Parcel /Shingles 1:1 Wood Shingles /Shakes Shingles Prescriptive BUR -RAS 150 .� ROOF TYPE ® New Roof le oofing ® Recovering F1 Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Root Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow pers an w drains. Include dimensions of sections and levels, clearly identify dimensions of elevate pressure zones an loc ion of parapets. 40 15.32 FLORIDA BUILDING CODE — BUILDING a; t " 3> 1 . ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Applicau orm. Section Low Sio e A iication : Surfacin g l "l^ Fill In specific roof assembly components and identify manufacturer r"Base Fastener r�,..iners P n^ch v ^� +� � - S heet B V BA19ACBOt. (if a component is not used, identify as "NA ") _ K � Field: " oc p, # Rows @ „ oc Product Approval N ®.: System Manufacturer: I "V l Perimeter: @ Lap, # Rows _ @ oc '- � :� ► 7. � `T Corner: oLap, # Rows _ @ ,° oc Design Wind Pressures, From RAS 128 or Calculaflon4: Number of Fast Per Insulation Board: Pmatt1: ""6 Pmau2: - Prnau3: '- Matt. ®esign Pressure, from the specific PPOduct Field erimeter Corner Approval system: `°� ?.� Illustrate Components Noted and Details as Applicable: Deck: Woodblockin Gutter, E Termination, Strip g, Type: gl g ppin , Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- 61r Flashing, Coping, Etc. Gaugef�hlc ease Indicate: Mean Roof Height, Parapet Height, Height of Base A - �fl Flashing, Component Material, Material Thickness, Fastener Slope: Type, Fastener Spacing or Submit Anchor /Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener /Bonding Material: Insulation Base Layer. - -'(,Q� Base Insulation Size and Thickness: i,, p Jl ( I FT. C! / IAJ Base Insulation Fastener /Bonding Material: ! /cy( /� ` Parapet p Height Top Insulation Layer: _ ` - �A14L�� Top Insulation Size and Thickness: J FT. I Top Insulation Fastener/Bonding Material: - ....__......... .. Mean ® Roof Base Sheet(s) & No. of Ply(s):� - Height -N - ..._ ................_.: Base Sheet Fastener/Bonding Material: _ - �� U Ply Sheet(s) & No. of Ply( : '-?�� l Pct 2) -yj Ply Shee Fasten M terial. Top Ply: 1 Top Ply Fast_ ener/Bo in a 1xF — � �. FLORIDA BUILDING COD — BUILDING 15.33 -- z ROOF AS'SItMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application l=oan. Se ction D (Steep Sloped Roof S ystem) Ro of System Manufacturers �� j /( � r L( Notice of Acceptance Number: Minimum Desig Wind Pressures, if Applicable (From RAS 127 or Calculations ° _ l�� e P2: C P3: Maximum Des i n Pressure (From the Rr® pact Approval Specific System): a i49 � Steep Sloped Roof System Description Deck Type: fi t- ' ° r g, _._.._ ...._r..._- _...._...._...._.... Type Underlayment: R of Slope: - -- �'�✓��' ..._._-... _..._ ..............._._....___. Insulation: 4 Fire Barrier __... -- -- _....._. . Ridge V( til ion. l Fastener Type & Spacing: / ° ' -- - Adhesive Type Type Cap Sheet: �� - ...._._. .. -. Mean Roof Height: Roof Covering ... Type & Size Drip _ '�,�3 �► Edge: #0 , A 15.34 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Cole Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. Section E ('file Calculations)) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M with the values from M If the M f values are greater than or cquai to the ivi values, for each area of the roof, then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" f(t C (P) � x 1 t r'f " 1 ) h7g: = M t `✓ Product Approval M y x 1 1 1 3 _ � 3 g. M ('' = Iv1r� ^.�� 7i Product Approval Mr --j! (P2 + O = 1Y A. �� t,f / M = M (P xx r3 Product Approval M f � - /1 - Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M M, required Moment Resistance* Mean Roof Height Roof Slope 4, 15' 20' 25' 30' 40' 212 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.6 35.1 37.3 5:12 28.4 30.1 3116 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 "Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127 (P x L = x w: _ ) - W: x cos B = F Product Approval F (P x L = x w: _ ) - W: x cost? = F Product Approval F' (P x L = x w: = ) - W: x cos 0 = F t.3 Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Iieight If Job Site Roof Slope 0 Job Site Aerodynamic Multiplier i. Product Approval Restoring Moment due to M? Product Approval Gravity Attachment Res'is=ceM. stance Mf Product Approval Required Moment Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W' Product Approval Tile Dimensions L = length Product Approval W = width All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING 15.35 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern 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 and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 1 5 (High-Velocity P Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provi 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 p trig roofing, the existin g wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (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 nei- hborinQ 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 work to be performed. J A , � _4. Exposed Ceilings: 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 penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roofs system m and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. VJJ ' 7. Ventilation: Most roof structures should have some ability' to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. t Owner's /Agent's Signature — Da te Contr ctor's ignature MI ®D�A►DE Florida Department of Miami-Dade DERM Environmental. Protection Area Mobile Sources Section 701 N.W. 1 s Court, 8th Floor Division of Air Resource M a nagement Miami, Florida 33136 NOTICE OF ASBESTOS RENOVATION OR DEMOLITION TYPE OF NOTICE (CHECK ONE ONLY): ORIGINAL ❑ REVISED ❑ CANCELLATION ❑ COURTESY TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION ❑ RENOVATION ROOFING IF DEMOLITION, IS IT AN ORDERED DEMOLITION? ❑ YES LSL NO IF DEMOLITION, WAS IT AN ORDERED DEMOLITION? ❑ YES NO IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES NO IS IT A PLANN D RENOVATION OPERATION? � YES ❑ NO } I. Facility Name ' „. P1�-1 K Address " -4 ` �' u City State tr Zip Site Consulta Inspecting Site Building Size . (Square Feet) # of Floors Age in Years Prior Use: School /CollegeAJn_Ixersit *:' Residence Small Business Other Present Use: School /Coll g niversity f Residence Small Business Other IL Facility Owner ' , ' 1 .. Y - Phone ( ) Address City, ,f x, �r State t III. Contracto Name ' Phone Address' C City l , "*' State a z Zip a Florida License No. Is the contractor exempt from Iicensure under section 469.004(7), F.S.? El YES NO IV. Scheduled Dates: x t , Asbestos Removal (mm /dd /yy) Start:T `_Finish Demo /Renovation (mm /dd/yy) Start: Finish: V. Procedures to be Used (Check All That Apply): Strip and Removal Glove Bag Bulldozer Wrecking Ball Wet Method *Dry Method Explode Burn Down -MUST ST OBTAIN PRIOR DEP APPROVAL BEFORE USING A DRY ME D VI. Procedures for Unexpected RACM: + _.- a 7T""' +• t VII Asbestos Waste Transport Name -, Phone �, ; r t ? �": - �, , • .� (� Address City Stat Zip VIII. Waste Dispo 1 Site - ,.Name z �: 3 Address, c ` ?< d= 7 .:, rc AIR QUAtITY MANA015MENT DIVISION City - State Zip This is to certify that the required X. Amount of R ACM or ACM J , cl ifi- ation(s) Regarding Asbestos haVe been square feet surfacing material submitted in C c+rnplianee with linear feet pipe cubic feet of RACM off facility components (Appil ble Arppulations. 1_ square feet cementitious material ,. square feet resilient flooring Signed Date—, square feet asphalt roofing certify tha 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 durinthe demobition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during aormal bt�sess Name of Own / Qnerator / PRJ(y �^y (Signature of Owner/Operator) (Date) (Contact phone #) DERM USE ONLY Postmark/Date Received ID # 161_01 -158 3/07 DISTRIBUTION: White -DERM Yellow- Applicant Pink- Reserve Gold- Reserve i i A ,, r MIAMI- ADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE OA 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 the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 Concrete 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. 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 revises NOA No. 04- 0927.02 and consists of pages 1 throu 11 . The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1217.04 Miar�tecour�rr Expiration Date: 03/01/11 Approval Date: 04/24/08 Page i of 117 ROOFING SYSTEM APPROVAL Category Roofing Sub -C� Modified Bitumen Material: SBS DecType, Concrete Maximum Deshm Pressure -620 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT; TABLE 1 Product Test Product Dimensions Spec lflCatlon _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 s for bonding or mechanically attaching to r Lass M » ' ( q) substrate. Sopraglass 39 x 66 2 s . ASTM D5147 5147 Fiberglass reinforced modified bitumen base sheet. Applied in hot asphalt, cold adhesive or ribbon stripping. Sopraglass M GR 39" x 33' (I sq.) ASTM D5147 Fiberglass reinforced modified bitumen base sheet with a mineral granular top surface. Applied in hot asphalt, cold adhesive or ribbon Sopra ESHAvent 39" x 49' (1.5 sq.) ASTM D 1970 F berglass reinforced modified bitumen membrane with self - adhering round areas on back side and a sanded top side. Sopraglass 40 39" x 82' (2.5 sq) ASTM D 4601 Fiberglass reinforced oxidized asphalt base sheet Type I for bonding, mechanically attaching or ribbon stripping to substrate. Sopraglass 100 39" x 66' (2 sq.) ASTM D 4601 Fiberglass reinforced oxidized asphalt base sheet for bonding or mechanically attaching to So rabase substrate. p 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 VL fiberglass reinforced, smooth Type IV or VI surfaced plysheet. 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. NOA No.: 07- 1217.04 WMi-DweCOUNTY Expiration Date: 03101/11 Approval Date: 04/24/08 Page 2 of 117 Test Product Product Dimensions Specification Description 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 Colvent 180 TG 39" x 33' (1 sq.) ASTM D 6164 Polyester reinforced, modified bitumen GR membrane with 1" wide factory applied heat weld strips on back side, and a mineral granular top surface. Colvent 180 SA 39" x 33' (1 sq.) ASTM D6164 Polyester reinforced, modified bitumen GR membrane with 1" wide factory applied self adhering strips on back side and a mineral granular top surface. Elastophene 39" x 49'(1.5 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen Sanded, membrane sanded on both sides, used as a base Elastophene FR and top ply. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene 39" x 33' (1 sq.) 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. Elastophene HD 39" x 33' (1 sq.) ASTM D 6163 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. Elastophene HS 39" x 66' (2 sq.) ASTM D 6162 Woven fiberglass /polyester composite reinforced FR modified bitumen membrane with fire retardants and sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene 39" x 49'(1.5 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen Sanded FR membrane with fire retardants and sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene HR 39" x 49` (1.5 sq.) ASTM D 6163 Fiberglass scrim reinforced modified bitumen membrane sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene HR 39" x 49'(1.5 sq.) ASTM D 6163 Fiberglass scrim reinforced modified bitumen FR membrane with fire retardants and sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. NOA No.: 07- 1217.04 M 111A®ECAM Expiration Date: 03/01/11 e s Approval Date: 04/24/08 Page 3 of 117 Test Product Product Dimensions Stsecification Description Elastophene HP 39" x 66' (2 sq.) ASTM D 5147 Fiberglass /non -woven polyester reinforced modified bitumen membrane sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene PS, 39" x 49' (1.5sq.) ASTM D 6163 Glass reinforced modified bitumen membrane Elastophene PS 3.0 with a plastic burn -off film for heat weld bonding to the top side. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene SP 39" x 49' (1.5 sq.) ASTM D 6163 Glass reinforced modified bitumen membrane 2.2mm 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 burn -off film). Elastophene SP 39" x 49' (1 sq.) . ASTM D 6163 Glass reinforced modified bitumen membrane 3.0mm 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 burn -off film). Elastophene Flam 39" x 33'(1 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen membrane covered on both sides with a plastic burn -off film. Applied by heat welding. Elastophene Flam 39" x 49' (1.5 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen 2.2 membrane covered on both sides with a plastic burn -off film. Applied by heat welding. Elastophene Flam 39" x 33' (1 sq.) ASTM D6162 Woven fiberglass /polyester composite reinforced HS FR modified bitumen membrane with fire retardants and plastic burn-off film on both sides. Applied by heat welding. Elastophene Flam 39" x 66' (2 sq.) ASTM D 5147 Fiberglass /non -woven polyester reinforced HP modified bitumen membrane with plastic burn - off film on both sides. Applied by heat welding. Elastophene 180 39" x 49'(1.5 sq.) ASTM D 6164 Non -woven polyester reinforced modified Sanded bitumen membrane sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. 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 bum -off film on the top, used as a base sheet. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene GP, 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. NOA No.: 07- 1217.04 Expiration Date: 03/01/11 OF MtAltl•DADE COUWTY Approval Date: 04/24/08 Page 4 of 117 Sopralast various ASTM D 6298 Fiberglass reinforced modified bitumen sheeting faced with aluminum, copper or stainless steel foil. Applied by heat welding of ribbon stripping Soprastar Flam 39" x 33' 1 s (fie' removal of plastic burn -off film). ( q) ASTM D6163 Fiberglass reinforced SBS modified bitumen membrane with a plastic burn -off film on the bottom side and a reflective white top surface. 1 s Applied by heat welding. Soprastar Stick 39" x 33' ( q) ASTM D6163 Fiberglass reinforced SBS modified bitumen membrane with a release film covered self - adhering bottom side and a reflective white top UNILAY surface. 39" x 33' (1 sq.) ASTM D 6164 Non -woven polyester reinforced modified bitumen membrane with fire retardants and surfaced with mineral granules. Applied by mechanical attachment, heat welding or ribbon spping (after removal of pltic bum-off fi Sopralene Stick 39" x 33' (1 sq.) ASTM D 6164 Self adhered, polyester reinforced mmbrane with a release film on the bottom and a sanded top. Sopralene Flam 39" x 33'(1 s , Stick ( q) ASTM D 6164 Self adhered, polyester reinforced membrane with a release film on the bottom and a plastic burn -off film o the top. EPS Flam Stick 39" x 33' (1 sq.) ASTM D 6163 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. Colphene 1500 39" x 33'(1 sq.) ASTM D 1970 Self adhered, non-reinforced membranes used as 39 x 132 (4 sq.) a vapor retarder. 39" x 66' (2.1 sq.) Colphene FR GR, 39" x 33'(1 sq.) ASTM D 6163 SeIf adhered Colphene GR ere, granule surfaced, fiberglass reinforced membranes. Colphene HR FR 39" x 33' (1 sq.) ASTM D 6163 Self adhered, granule surfaced, fiberglass scrim GR reinforced membranes. Lastobond S 39" x 49' (1.5 sq.) ASTM D 1970 Self - adhered underlayment membrane. Lastobond Shield various ASTM D 1970 Self-adhering underlayment yment membrane. Lastobond Shield various ASTM D 1970 Self- adhering underlayment membrane. HT Lastobond Shield- various ASTM D 1970 Self- adhering underlayment membrane. R Lastobond Shield- various ASTM D 1970 Self- adhering underlayment membrane. HT RW Sopratape 606 5" wide Bituminous tape for sealing of side and head Sopramastic 200 17 oz. pouch or laps' Caulking compound. 10.4 oz cartridge Elastocol 400, 500 various ASTM D 41 Asphalt primers. and 600c Sopracolle `B" keg Cold- applied adhesive used to bond membrane to prepared substrates or to other membranes. NOA No.: 07- 1217.04 M1AMI DADE COUNTY Expiration Date: 03/01/11 ' Approval Date: 04/24/08 Page 7 of 117 Sopralene 180 SP 39" x 33' (1 sq.) ASTM D 6164 Non - woven polyester reinforced modified 3.5 mm bitumen membrane with a plastic bum -off film on the bottom and sanded on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn-off film). Soprafix [S], [H], 39" x 33'(1 sq.) ASTM D 6164 Non -woven polyester reinforced modified [F] and [X] bitumen membrane. Applied by mechanical attachment. Soprafix 39" x 33'(1 sq.) 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. Soprafix -e 39" x 33' (1 sq.) 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. Soprafix (X) 39" x 33' (1 sq.) ASTM D 6164 Non -woven polyester reinforced modified bitumen membrane with plastic bum-off film or sanded on the top and bottom surfaces and a 6- inch wide side lap. Applied by heat welding. Sopralene Flam 39" x 33'(1 sq.) ASTM D 6164 Non -woven polyester reinforced SBS modified 180, 250 or 350 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). Sopralene 180, 250 39" x 33' (1 sq.) ASTM D 6164 Non - woven polyester reinforced modified or 350 GR or FR bitumen membrane with fire retardants a sanded GR bottom and a mineral granules top. Applied in hot asphalt, cold applied adhesive or ribbon stripping (after removal of plastic bum -off film). Sopralene Flam 39" x 33'(1 sq.) ASTM D 6164 Non -woven polyester reinforced modified 180, 250 or 350 bitumen membrane with a plastic burn -off film GR on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film). Sopralene Flam 39" x 33'(1 sq.) ASTM D 6164 Non -woven polyester reinforced modified 180, 250 or 350 FR bitumen membrane with fire retardants a plastic GR or FR+ GR burn -off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic bum -off film). Sopralene Flam 39" x 33' (1 sq) ASTM D6164 Non -woven polyester reinforced modified 180 2.7 mm 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.: 07- 1217.04 Expiration Date: 03/01/11 MiAMIIEMW COUNTY Approval Date: 04/24/08 Page 6 of 117 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 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 HS FR GR 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 stopping (after removal of plastic burn -oil: film). Elastophene Flam 39" x 33' (1 sq.) ASTM D 5147 Fiberglass/non -woven polyester reinforced HP FR GR 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). Sopralene 180, 250 39" x 33'(1 sq.) ASTM D 6164 Non -woven polyester reinforced modified or 350 39" x 26' ( sq.) bitumen membrane sanded on both sides, used as a base /ply /cap. Applied in hot asphalt, cold adhesive or ribbon stripping. NOA No.: 07- 1217.04 Miar�nECOUNrr Expiration Date: 03/01/11 e Approval Date: 04/24/08 Page 5 of 117 ALSAN 1.25 gallon pail or One part polyurethane/bitumen resin, moisture Flashingm 3.75 gallon pail cure compound. ALSAN Polyfleece 4 ", 8" or 39" wide Non -woven polyester reinforcement used in the by 50' long ALSAN Flashing system. SBS Mastic 10.4 oz tube Plasticized rubber/bitumen mastic compound. SBS Elastic 5 gallon pail Elastomeric bitumen based mastic compound. Cement Soprawalk 39" x 26' (3/4 sq) 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. High Velocity® 3 gal pail Proprietary One part elastomeric urethane foam adhesive. Insulation Adhesive II (HVIA -II) High Velocity® 4 dual cartridges Proprietary Two part elastomeric urethane foam adhesive. Insulation per carton Adhesive III (HVIA -III) FM Adhesive 5 gallon pail, 55 Proprietary Plastomeric bitumen based cold adhesive. gallon drum or 350 gallon tote FM Adhesive 5 gallon pail Proprietary Plastomeric bitumen based cold adhesive. Trowel Grade FM Adhesive 5 gallon pail, 55 Proprietary Elastomeric bitumen based cold adhesive. (VOC) gallon drum or 350 gallon tote FM Adhesive 5 gallon pail Proprietary Elastomeric bitumen based cold adhesive. (VOC) Trowel Grade High Velocity® 5 gallon pail or 55 Proprietary Polyurethane bitumen adhesive. Membrane gallon drum Adhesive (HVMA) Sopraboard various Mineral fortified asphaltic cored coverboard between two layers of asphalt saturated fiberglass mat. Granules 5 gallon pail or Semi - ceramic coated colored granules. Supersac NOA No.: 07 1217.04 M►nr+oe cotn�ry Expiration Date: 03101111 + + Approval Date: 04/24/08 Page 8 of 117 APPROVED INSULATIONS: TABLE Z Product Name Product Description Manufacturer Apache Pyrox, Apache White Line, (With Current NOA) Polyisocyanurate foam insulation Apache Pyrox PSI -25, Apache White Apache Products Line PSI -25 Company Apache Millox, Apache Millox -P Composite polyisocyanurate insulation Apache Products acts ACFoam II, ACFoam III Polyisocyanurate foam insulation Company Atlas Energy Products ACFoam Composite Composite polyisocyanurate insulation Atlas Energy Products board Flint ISO, F1intBoard ISO Cold Polyisocyanurate foam insulation F1intBoard ISO plus Composite of isoc anurate insulation CertauzTeed Corp. Cam Hytherm AP P P Y Y CertainTeed Corp. Polyisocyanurate foam insulation Hytherm Composite Composite polyisocyanurate insulation Dow ISO 95 +, ISO 95+ (25psi) P Dow olYisocyanurate foam insulation ISO 95 + Composite Firestone Composite polyisocyanurate insulation Ultra i Guard ISO, EnergyGuard Polysocyanurate foam insulation Firestone Ultra. GAF EnergyGuard Composite Composite Polyisocyanurate insulation Extruded or Expanded Polystyrene Polystyrene Insulation GAF Gypsum Gypsum board generic High Density Wood Fiberboard generic Wood fiber insulation board Perlite Insulation generic Perlite insulation board DensDeck, DensDeck Prime, generic DensDeck Fireguard, DensDeck Wa ter resistant gypsum board G -P Gypsum Corp. Prime Fireguard, DensDeck DuraGuard H- Shield Polyisocyanurate foam insulation H- Shield CG Polyisocyanurate foam insulation Hunter Panels, Inca H S hield -P, H- Shield -AT Composite Insulation board Hunter Panels, Inc. - ENRGY -2 Hunter Panels, Inca Polyisocyanurate foam insulation C omposite Insulation board Johns Manville Foam ENRGY -2 Plus, Composite, Fesco Comi Iohns Manville ENRGY -3 Polyisocyanurate foam insulation ENRGY -3 Plus C Johns Manville C omposite Insulation board Multi -Max FA Johns Polyisocyanurate foam insulati Manville Thermaroof Composite Composite Insulation board �� UltraMax RMax Multi -Max FA -3 Polyisocyanurate foam insulation RMax Polyisocyanurate foam insulation Thermaroof Composite -3 Composite insulation board �� SECUROCK® RMax Gypsum board US Gypsum NOA No.: 07- 1217.04 ecou►m �� a Expiration Date: 03 101111 Approval Date: 04/24/08 Page 9 of 117 APPROVED FASTENERS: Table 3 Fastener Product Number Name Product Descripti Manufacturer 1 • Tri -Fix Fastenin Dimensions (with Current NOA) System g Fastening system for base sheet 3" diameter attachment to lightweight late with Soprema, Inc. concrete, gypsum or cementitious various length 2• #12, #14 & #15 wOod fiber decks. fasteners Fasteners for membrane or Soprema Fasteners insulation attachment to wood, Soprema, Inc. 3 • Soprafx steel or concrete decks. [Xi -EL #15 Fasteners for membrane attachment to steel or concrete S°Prema, Inc. 4• Soprafix Plates decks. AZ-55 Galvalume steel plate for 2" diameter Soprema, Inc. 5• Soprema Plates use with the Sopraftx system. Metal or plastic stress plates for 3 diameter use with Soprema Fasteners. " Soprema, Inc. 6• Sopradisc Galvanized metal bearin p used for side lap attachment of 2" diameter Soprema, inc. 7 • Soprema Isofast IF /IFT Soprafix system. AZ -50 Galvalume steel plate for 2% diameter Soprema, Inc, 8• Soprafix/Soprafast use with the Soprafast System. Stress plates for membrane securement. 3" diameter Soprema, Inc. 9• UNILAY Plate Stress plates for Unilay 2 -3/8" membrane securement. Soprema, Inc. 10. #12, #14 & #15 Dekfast diameter Fastener Insulation fastener SFS Intee 11. Omega Fastener Stainless steel insulation fastener 12. Dekfast Hex pl SFS SFS Intec Galvalume AZ50 steel plate 2 � / x 3 %4" SFS Intec 13. Dekfast Lock Plate Polypropylene locking plate. 9f . 3 x 3 1/4" SFS Intee 14. Twin Loc -Nails Base ply fastening systems for lightweight concrete r ES Products, Inc. cementitious wood fiber 15- FM -30, FM -45, FM -60, Base ply fastening systems for FM -90 Fasteners lightweight concrete decks ES Products, Inc. 16. O AccuTrac Hextra Fastener Insulation fastener for wood and ner steel. OMG, Inc. 17. OMG 3" Standard Steel Galvalume stress plate. Plate 3" round OMG, Inc. 18. OMG 3" Square Plate Galvalume stress plate. 3 " square OMG, Inc. MMP Muu�a ADECOU" NOA No.: 07 1217.04 W ME WORM i Expiration Date: 03/01/11 Approval bate: 04/24/08 Page 10 of 117 APPROVED FASTENERS: Table 3 Fastener Product Number Name Product Manufacturer Description p Dimensions. (With Current NOA) 19. Olympic CR Base Ply Base ply fastening assembly Fasteners OMG, Inc. 20. NTB Magnum Glass reinforced Nylon insulation fastener for gypsum & OMG, Inc. CWF decks with barbs. 21. NTB Plate Galvalume stress plate 3 22. Lite -Deck " round OMG, Inc. Insulation fastener for CWF and Gypsum decks. OMG, Inc. 23. Lite -Deck Plate Galvalume stress plate 3 round ,� OMG, Inc. 2 4. Olympic Fastener # 12, Insulation fastener. #14 & #15 OMG, Inc. 25. Olympic CD -10 Insulation fastener. OMG, Inc. 26. Olympic FIuted Nail Insulation fastener. OMG, Inc. 27. Olympic Standard Galvalume AZ50 steel plate 3 11 round 28• Olympic plastic Polypropylene OMG, Inc. ene stress plate 3.25 round 29. Powerlite OMG, Inc. Insulation fastener. Powers Fasteners, 30, Powerlite lnc. Galvalume stress plate. 3" round Powers Fasteners, 31- Inc Fasteners Base sheet fastener for � lightweight concrete cwf and with 1. h 3 long Simplex Nails 3" dia. 3 2. Turbo Tube -Lok gypsum decks head Base sheet fastener for l .7S" lon Fasteners lightweight concrete, cwf and with 2" dia. Simplex Nails gypsum decks head 33. SFS Base -Lok Fasteners Base sheet fastener for lightweight concrete cwf and 1.75 h 3 long SFS Inter, Inc. with 3" dia. 34. Insul -Fixx Fastener gypsum decks head Insulation fastener for wood, steel and concrete. SFS Inter, Inc. 35. Isofast Fasteners Insulation fastener for wood, steel and concrete. SFS Intec, Inc. 36. Extra Load Fasteners Fasteners for membrane #15 attachment to steel or concrete SFS Intec, Inc. decks. 37. Insul -Fixx S Plate Galvalume AZ50 steel plate 3f? round SFS Inter, inc. 38. Insul -Fixx P Plate Polyethylene stress plate 3" round SFS Intec, Inc. NOA No.: 07- 1217.04 M DADE COUNTY Expiration Date: 03/01/11 y Approval Date: 04/24/08 Pagel] of 117 APPROVED FASTENERS.' Table 3 Fastener Product Product Manufacturer Number Name Description Dimensions (with Current NOA) 39. Isofast Plate Square or oblong galvalume steel SFS Intec, Inc. plates for use with Isofast fasteners 40. #14 ES -I Fastening Insulation fastening assembly 3" round SFS Intec, Inc. Systems with plate, 41. 412, #14 & #l5 Dekfast Insulation fastener SFS Intec, Inca Fastener 42. Omega Fastener Stainless steel insulation fastener SFS Intec, Inc. 43. Dekfast Hex Plate Galvalume AZ50 steel plate 2'/ x 3 '/" SFS Intec, Inc. 44. DekFlat Lock Plate Polypropylene locking plate. 3 x 3 '/4 SFS Intec, Inc. 45. Tru -Fast TL Fastener Insulation fastener for The Tru -Fast Corp. lightweight concrete, CWF and gypsum decks 46. Tru -Fast Fastener Insulation fastener for wood, The Tru -Fast Corp. steel and concrete. 47. Tru -Fast HD or EHD Insulation fastener for wood, The Tru -Fast Corp. steel and concrete. 48. Tru -Fast MP -3 Galvalume AZ50 steel plate 3" round The Tru -Fast Corp. 49. Tru -Fast Metal Galvalume AZ55 steel plate 3" round The Tru Fast Corp. 50. Tru -Fast Plastic Polypropylene plate 3" round The Tru. Fast Corp. 51. ES Products Batten Bar- Batten bar ES Products, Inc. TL 52. 412 OMG Fastener Insulation fastener OMG, Inc. 53. OMG Polymer Batten Modified polymer batten bar OMG, Inc. Strip 54. OMG MAXLoad Insulation fastener OMG, Inc. 55. Olympic Heavy Duty Insulation fastener OMG, Inc. 56. Olympic ASAP 3P Pre - assembled insulation fastener 3" round OMG, Inc. and plastic plate 57. Olympic ASAP 3S Pre - assembled insulation fastener 3" round OMG, Inc. and steel plate 58. Isofast IF2 Insulation fastener SFS Intec, Inc. 59. Isofast IF/IG Galvalume AZ50 steel plate 82 x 40 mm SFS Intec, Inc. 60. Isofast IFC/IW Galvalume AZ50 steel plate 70 x70 mm SFS Intec, Inc. 61. 414 Dekfast HS Insulation fastener SFS Intec, Inc. NOA No.: 07- 1217.04 •dADE COUNTY Expiration Date: 03/01/11 MIAMI • e Approval Date: 04/24/08 Page 12 of 117 APPROVED FASTENERS: Tattle 3 Fastener Product Product Number Name Desrri Description Manufacturer P Dimensions {With CurrentNOA) 62. Galvalume Steel 3" Galvalume AZ50 steel plate 3" round SFS Intec, .Inc. Round Insulation Plate 63. K -Fast Fastener Insulation Fastener 64. Dekfast Steel Batten Galvalume AZ50 steel SFS Inter, Inc. Bar SFS Intec, Inc. 65. Dekfast Coiled Batten Batten bar Strip SFS Intec, Inc. 66. Soprafix #14 PAS - 2 " Pre- assembled plate and fastener 2" diameter Soprema, Inc. SB Stress Plate 67. Soprema 3" Insulation Stress plate 3" diameter Plate Soprema, Inc. 68. Soprafix 2" - SB Stress Stress plate 2" diameter Soprema, Inc. Plate 69. Soprafix 2 -3/8" — SB Stress plate 2 -3/8" Stress Plate Soprema, Inc. diameter 70. Soprafix (X) 2 -3/4" Stress plate Stress Plate 2 -3/4" Soprema, Inc. diameter 71. Soprafix MBB -R Metal Batten Bar Soprema, Inc. 72. Soprema #12, #14,415 Insulation and membrane Fastener Soprema, Inc. fasteners 73. Soprema PAS #12 -3" Pre - assembled plate and fastener 3" diameter Soprema, Inc. Insulation Plate 74. Soprafix #21 -K Insulation and membrane Fastener Soprema, Inc. fastener 75. Tru -Fast DP Insulation fastener for wood, The Tru -Fast Corp. steel and concrete 76. Tru-Fast SHD Insulation fastener for wood, The Tru -Fast Corp. steel and concrete 77. Tru -Fast MPH -3 Galvalume AZ50 steel plate 3" round The Tru -Fast Corp. 78. Tru-Fast MP -2000 The Tru -Fast Corp. 79. Tru -Fast MPB -2000 The Tru -Fast Corp. 80. Tru -Fast MPB -2400 The Tru Fast Corp. 81. Tru -Fast BB -18 Batten Galvalume AZ55 steel batten bar Bar The Tru -Fast Corp. 82. Tru -Fast BB-1 8- R Galvalume AZ55 steel batten bar B The Tru-Fast Corp. Batten Bar with recessed holes 83. Tru -Fast Twin -Loe Batten bar Batten Bar The Tru-Fast Corp NOA No.: 07- 1217.04 M! r ecou►m Expiration Date: 03/01/11 Approval Date. 04/24/08 Page 13 of '117 EVIDENCE SUBMITTED: Test Agency/Identifier Name Report Date Factory Mutual Research Corp. J.I. 1 W8A LAM Wind Uplift Classification 07.15.93 J.I. 1Z3A6.AM Wind Uplift Classification 04.27.95 J.I.2DOAO.AM Wind Uplift Classification 08.15.97 300507 Class 4450 02.16.00 309610 Class 4450 10.22.01 3008869 Class 4470 03.19.01 3002351 Class 4470 02.28.03 3017614 FM 4470 02.27.06 3025860 FM 4470 04.17.06 3026028 FM 4470 05.25.06 3023749 FM 4470 0928.06 3029098 FM 4470 10.25.07 Underwriters Laboratories, Inc. UL Roofing Materials File No. R11436 Published and Systems Directory Fire Classification Annually Dynatech Engineering Corp. 10.94.27 TAS 114 10.27.94 2491 -04.95 TAS 114 01.04.95 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 05.1198 2738.10.00 -1 TAS 114 10.20.00 2755.09.02 TAS 114 2760.02.05 -3 TAS 114 02.22.05 2761.09 .03 TAS 114 09.02.03 2761.10.03 -2 TAS 114 10.03.03 2764.09.03 TAS 114 09.16.03 2761.10.03 -2 TAS 114 10.03.03 2774.04.05 TAS 114 04.01.05 2777.09.05 TAS 114 09.29.05 02843.02.05 -02 TAS 114 02.10.05 2774.04.05 -R1 TAS 114 04.18.07 S6740.11.07 Physical Properties 11.02.07 ITS I Warnock Hersey ASTM D 5147 Physicals 05.27.93 IRT of S. Florida 990028 TAS 114 09.30.99 01 -002 TAS 114 02.21.01 NOA No.: 07- 1217.04 Muu� necoJNTYBI Expiration Date: 03/01/11 rag ging Approval Date: 04(24108 Page 15 of 117 Deck Type 3: Concrete Decks Non- insulated Deck Description: 2500 psi structural concrete or concrete plank System Type F(1): Base sheet adhered to primed substrate. All General and System Limitations apply. Note: Concrete deck shall be primed with ASTM D 41 asphalt rimer a application of base sheet. P nd allowed to dry prior to Base Sheet: (Optional) One or more plies of Sopra -G, Modified So Sopraglass 100, Spra -IV, Sopra -VI, Soprabase, GAFGLAS #75, Derma P0 28 , JM G1asPly IV or GlasPly Premier adhered in a full mopping of approved asphalt applied within the EVT p range and at a rate of 20- 401bs. /sq. Ply Sheet:. One or more plies of Elastophene Flam *, Elastophene F * 250 or 350) Flam *, or Sopralene (180, 250 or 350) SP heat or de dopralene (180, T One or more plies o lasto hene Sanded lastophene Sanded FR, Elasto hene HR, Elastophene HR Elastophene 180 Sand p PS 3.0 *, Elastophene 180 PS *, Spralene (180, 0 or 350) PS*, S r S plralene ene {180, 250 or 350) Sanded or UPProv ore plies of Type IV or Type VI ply sheets adhered in a full mopping of ed a s a t a rate of 2Q -40 lbsJsq. p pplied within the EVT range and at * Requires heat welded cap membrane. Membrane: Elastophene SP 2.2 * p mm , El asto p h en e + GP Elastophene Flam FR GR or FR+ G SP 3.Omm *, Elastophene Flam GR, Flam, Sopralene (180, 250, 350) Flam Ela ltoPhene SopraIe Fl L FR 35 R,, Foprastar or FR+ GR, or Sopralast, heat welded ) am GR or Elastophene Sanded *, Elastophene Sanded FR* , Elastophene HR FR *, El HIZ *, Elastophene Ela stophene 18Q Sanded *, Sopralene (180,250, 350) Sanded *, El e GR or FR+ Elastophene LS FR GR, Elastophene GR, o _aline {180 5 O G or Sopralene (180, 250, 350) FR GR adhered full m proved red in a mopping o asp alt plied within the EVT range and at a rate of 20 4Q Ibs. /sq. to san su ace p y membrane. Surfacing: * Requires approved Surfacing. Surfacing is Optional on granular surfaced field ca � 9 cap memb ranes. Surfacing 's 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 Maximum Design coating system. approved Pressure: -520 psf; (See General Limitati #9,) raptNO�pE� NOA No.: 07- 1217.04 Expiration Date: 03/01/11 Approval Date: 04124/08 Page 102 of 117 CONCRETE DECK SYSTEM LmTATIONS: 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. GENERAL LUMTATIONS: 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 20-40 lbs. /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, 12" 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 12 lbsJsq. 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 2751bf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. 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 Roofing 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 hailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 11 I 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 (i.e. perimeters, extended corners and comers). {When this limitation is sp referred within this NOA, General Limitation #7 w ecifically ill 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 NOA No.: 07- 1217.04 MtAMMADE BOUNTY Expiration Date: 03101/11 ` ' Approval Date: 04/24/08 Page 117 of 117 2006 h�UOF1�9Ca NIAI �hlfFa�� e�t�a►J .� r I tNl� Lllli�(: I UKY ° J y � ROOF COVERIN MATERIALS (TEVT) ROOF COVE.,E.ti 405 Roofing Systems (TGFU)- Continued Roofing Syste�S' %%' ;Csyr7ezyttied Base Sheet (Optional): Type G2. alternate to "Elastophene FR Granular " ° adhered with hot roofing asphalt in Membrane: Johns Manville "Appex -5S, 4S, 4M, 180" and "DynaLastic applicable Classifications. 180S" (modified bitumen), heat fused or hot mopped. "Modified Sopra -G" is an acceptable alternate to "Sopraglass 40, "Soprag- Surfacing: "Solastic Premium Non - Fibered Aluminum Coating ", a lass 100" and Type G2 base sheets in applicable Classifications on noncom - gal /sq. bustible roof decks. 3. Deck: NC Incline: 1 Unless otherwise indicated, "SOPRACOLL E" or "FM Adhesive" Vapor Retarder (Optional): Type G2 base sheet or UL Classified vapor - membrane cold adhesive may be used as an alternate to hot mopping asphalt retarder. in systems limited to inclines not exceeding 1 -1/2 into the horizontal ft. Insulation (Optional): One or more layers or combination of the Unless otherwise indicated, "COLPLY ADHESIVE BRUSH GRADE ", "FM following: Polyisocyanurate, perlite, glass fiber or wood fiber insulation. Adhesive (VOC)" or "High Velosity Membrane Adhesive" cold membrane Base Sheet: One layer Certained.Teed Type G2 "Glasbase" base sheet. adhesive may be used as an alternate to hot mopping asphalt in systems Membrane: One layer,CertaineclTeed "Flintlastic GTA, GTS" (modified limited to inclines not exceeding 1/2 in. to the horizontal ft. Unless otherwise indicated SOPRACOLLE "E" modified asphalt hot mop- b itu m en), heat fused or n astic GMS", hot mopped. Surfacing: "Solastic Premium Non- Fibered Aluminum Coating °,1 -1 /2 ping adhesive may be used as an alternate to hot mopping asphalt in systems Surfac gal /sq. limited to inclines not exceeding l in.to the horizontal ft. SPRAY APPLIED FOAM AND COATING SYSTEMS Unless otherwise indicated, on all noncombustible deck systems vapor Any of the following Class A noncombustible deck ratings may be used as retarders or ply sheets are optional beneath roof insulation on all systems: PP over an existing roof and Repair Systems when applied roo stem Type G3 fiberglass reinforced cap sheet may be used in lieu of the Type G2 and maintain the existing g system sheet specified below. b Classification, providing a min 1 -1/2 in. thickness of "Elastophene Flam HP is an acceptable alternate to "Sopralene Flam" 180 foam is utilized. P One -half in. thick (min) stun board or 1/4 in. thick min G P Gypsum m all applicable' Classifications. DensDeck® may be used m any existing noncombustible (min) -P Gyp ti m "Elastophene HP FR GR" in an acceptable alternate to "Sopralene 180 FR When this is done, the resultinP roofin s stem is acce table for use over GR" in all applicable Classifications. "Elasto Flam HP FR GR" is an g Y P acceptable alternate to Sopralene Flam HP FRGR" combustible (15/32 in. min) roofdecks. The joints in the gypsum board and Only UL Classified roof insulation's (excluding are to be overlayment board are offset 6 in. with the joints in the deck. l g j 1 utilized in the insulated systems described below in any thic or combi- Class A nation or as noted in individual Classifications, mechanically fastened or either 1. Deck: NC Incline: 2 adhered with hot roofing asphalt or UL Classified urethane insulation adhe- Foam: PSI SH2O0- 25/30, nom 2 in. thick. sine. Base Coat: "Solastic SP -F BC" applied at 1 -1/2 gal /sq. Any noncombustible deck Classification incorporating polyisocyanurate Top Coat: "Solastic SP -F TC" applied at 1-1/2 gal /sq. insulation may substitute the polyisocyanurate with EPS covered by a layer of 2. Deck: NC Incline: 1/2 1/2 in. thick (min) wood fiber board or 3/4 in. thick (min) perlite board, Foam: Polythane "SH2O0- 25/30 ", any thickness. One -half in.thick (min) gypsum board or 1 /4 -in. thick (min) G -P Gypsum Base/Top Coat: "Solastic Tough .Coat TC" series at total of 3 gal /sq. DensDeck® or DensDeck Prime® or Owens Corning 1 /4 -in. thick (min) 3. Deck: NC Stratac- Lard ", may be used in any existing noncombustible deck Classifica- Incline: 2 ti.. When this is done, the resulting roofing system is acceptable for use over Base Coat: "Solastic SP -F TC ", 11/2 to 2 gal /sq. combustible (15/32 in. min) roof decks (if used, EPS must be placed under the Top Coat: "Solastic SP -F TC "1 1/2 to 2 gal /sq. DensDeck(D) or "Strataguard ". The joints in the gypsum board and overlay- 1. Deleted ment board are offset 6-in. with the joints in the plywood deck. 2. Deck: 15/32 Incline: 1/2 Unless otherwise indicated, a suitable alternate to membrane (cap sheet) Foam: PSI SH2O0- 25/30, nom 2 in. thick. surfacing (limited to inclines not exceeding 2:12 in. to the horizontal ft) is gravel Base Coat: "Solastic SP -F BC" applied at 1 -1/2 gal /sq. or crushed stone at 400lbs /sq or slag at 3001bs /sq embedded into hot roofing Top Coat: "Solastic SP -F TC" applied at 1 -1/2 gal /sq asphalt or concrete pavers, 10 lb /sq min. Unless otherwise indicated, "Elastophene Sanded" is an acceptable alternate SOLAR INTEGRATED TECHNOLOGIES E23390T for the first base sheet in any of the following Classifications. Unless otherwise indicated acceptable membrane alternatives designated 1837 E MARTIN LUTHER KING JR BLVD, LOS ANGELES CA "Flam" are always heat fused or torch applied materials while all other 90058 acceptable membrane alternatives are either adhered with hot roofing asphalt SINGLE PLY MEMBRANE SYSTEMS or membrane cold adhesive. Class A Membrane Listed Acceptable Alternatives 1. Deck: NC Incline: 1 "Sopralene 250 FR GR " "Sopralene Flam 180 FR GR," Slip Sheet (Optional): Elk "VersaShield ", mechanically attached. "Elastophene HP" Base Sheet (Optional): Type 15, 30, Gl or G2, mechanically attached or "Sopralene 180 FR GR " hot mopped. or "Sopralene Flam 250 FR GR" Membrane: Samafl "S -327" - 60 mils, mechanically attached. "Sopralast 50 TV Alu" "Sopralast TV Copper," "Sopralast 50 Building Unit: "SR2001A" photovoltaic roofing panel, mechanically TV" attached. "Stainless Steel;' "Sopralene Flam 180 Alu" 2. Deck: NC Incline: 2 "Mammouth 40 TV Alu" or "Mammouth Base Sheet: 1/4 in. thick G -P Gypsum DensDeck Alu Ham" Membrane: Sarnafil 5327 (60 mil) membrane - mechanically attached "Sopralast Alu" "Sopralast Copper," "SopralastStainless Building Unit: SR2001A SIT Panel - Sarnafil S327 membrane with Steel" Unisolar laminate PV panel 3 • Deck: NC Incline: 2 Membrane Listed Acceptable Alternatives Base Sheet: 1/4 in. thick G -P Gypsum DensDeck Elastophene Sanded" "Elastophene Flam HR 3.0 nun," Membrane: Samafil S327 (60 mil ) membrane - mechanically attached "Elastophene Flam," Building Unit: SR2001A SIT Panel - Samahl G410 membrane with "Elastophene PS," niso afS ' ate PV panel "ElastoppheneHD," "Elastophene SP 3.0 nun," OPREMA INC "Elastophene Sanded -FR, ' 811436 "Elastophene F1am FR " 310 QUADR R, WADSWORTH OH 44281 "Elastophene HR Sanded, SINGLE PLY ROOFING SYSTEMS "Elastophene Flam 2.2 nun," U erwise indicated, "Sopraboard" 1/8 in. or 3/16 in. may be used as "Elastophene" cover board over insulation in the systems below. "Sanded 3.0" or Unless otherwise indicated, the roof insulation is mechanically fastened, 1 "Elastophene PS 3.0 mm" dhered with hot roofing asphalt or urethane insulation adhesive. I "Sopralene 180 Sanded" Sopralene Flam 180, ' "Elastophene PS" is an acceptable alternate to "Elastophene Sanded" in "Sopralene 20 Sanded," pplicable Classifications. Sopralene Flam 250," Elastophene Flam FR Granular, heat fused in place, is an acceptable, 1 11 LOOK FOR THE UL MARK ON PRODUCT I, 2006 ROOFING MATERIALS AND SYSTEMS DIRECTORY 410 ROOF COVERING MATERIALS (TEVT) ROOF COVERING MATERIALS. (TEVT) Roofing Systems (TGFU)— Continued Roofing Systems (TGFU)— Continued tophene Flam HS FR GR," "Elastophene Flam HP FR GR," "Sopralene Ply :Sh,,:t): One pl "Elasto hene Sanded, 'Elastophene HD," "pl Flam 180 FR GR, "Sopralene Flam 180 FR+ GR," "Sopralene Flam 250 top HR Sande , hen S FR," ''Elastophene Hp" FR GR" or "Sopralene Flam 250 FR+ GR" heat welded or "Colphene FR mechanically fastened o hot mo ed ' r 'Elastophene Flam," "Elan_ GR" self- adhered. tophene Flam HR;' "Elast hene Flam HS FR," heat welded or "Colve nt 53. Deck: C- 15/32 Incline: 1/2 TG" heat welded or "Colvent SA" self - adhered:. (Optional, sanded top Base Sheet (Optional): One or more plies Type Gl or Type G2 or "Sopra surface ply sheet is primed with either Soprema "Elastocol 600,;' IV" or "Sopra VI" or "Sopra 40" or "Sopraglass 100 or "Sopra G" or "Elastocol 500 (Not UL Classified) or Henry Co. "AquaTac" (Not �L "Modified Sopra G" mechanically fastened or adhered with hot roofing Classified) at 0.5 gal /sq. prior to Colphene cap sheet being installed), asphalt. Membrane: "Elastophene GR," 'Elastophene FR GR," "Elastophene Insulation (Optional): Polyisocyanurate, wood fiberboard, glass fiber or FR+ GR," "Elastophene HD FR GR," " Elastophen perlite board or Rockwool, any thickness or combination, mechanically tophene HS FR GR," "Elastophene HP R " Sopralene 180 FR GR fastened, hot mopped or adhered with any UL Classified insulation "Sopralene 250 FR GR" adhered wi hot roofing as a t; as op ene adhesive. Flam GR," "Elastophene Flam FR G , , as op ene am FR + GR,' Barrier Board: -in. or 3/16 -in. thick "SOPRABOARD" or minimum "Elastophene Flam HD FR GR," "Elastophene Flam HR FR GR, "Ehs_ ' /4 -in. thick G -P Gypsum Corp. "DensDeck®" or 'DensDeck Prime ®" or tophene Flam HS FR GR," "Elastophene Flam HP FR GR," "Sopralene 'DensGuard®" or mechanically fastened with all butt joints staggered a Flam 180 FR GR," "Sopralene Flam 180 FR+ GR," "Sopralene Flam 250 minimum of 6 -in. from the insulation and plywood deck joints, hot FR GR" or "Sopralene Flam 250 FR+ GR" heat welded or "Colphene FR mopped or adhered with any UL Classified insulation adhesive. GR" or self - adhered. Optional, top surface primed with either Soprema 'Elastocol 600c" or 55. Deck: C- 15/32 Incline: 1/2 "Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL Base Sheet (Optional); One or more plies Type G2, "Sopraglass 100;' Classified) at 0.5 gal /sq. prior to "Colvent SA" or self - adhered ply sheets "Sopra G," "Modified Sopra G" mechanically fastened or adhered with being installed. hot roofing asphalt. Ply Sheet (Optional): One ply 'Elastophene Sanded" or 'Elastophene Insulation (Optional): Polyisocyanurate, wood fiberboard, glass fiber HD" or 'Elastophene HR Sanded" or 'Elastophene HS FR" or 'Elas- or perlite board, any thickness or combination, mechanically fastened, tophene HP" or 'Elastophene 180 Sanded" or "Sopralene 180 Sanded" or hot mopped or adhered with any UL Classified insulation adhesive. "Sopralene 250 Sanded" mechanically fastened or adhered with Barrier Board: 1 /8 -in. or 3 /16 -in. "SOPRABOARD," glass fiber 7 /16 -in. "SOPRACOLLE" or 'TM Adhesive" or 'TM Adhesive (VOC)" or "High (min), perlite or Rockwool 3 /4 -in. (min), G -P Gypsum Corp. 1 /4 -in, Velocity Membrane Adhesive" at 1.5 gal /sq. or hot mopped or 'Elas- (min) "DensDeck®;' "DensDeck Prime®" or "DensGuard®" mechani tophene Flam" or 'Elastophene Flam HR or 'Elastophene Flam HS FR" :ally fastened with all joints staggered 6-in. (min) from the insulation and or 'Elastophene Flam HP" or "Sopralene Flam 180" or "Sopralene Flam plywood joints, hot mopped or adhered with any UL Classified insula- 250" or heat welded or "Colvent TG" heat welded or "Colvent SA" or tion adhesive. Optional, top surface primed with either Soprema "Elas- "Sopralene Flam Stick" or "Sopralene Stick" oI 'EPS Flam Stick" self toco1600c," "Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" adhered or "Elastophene Flam" or "Elastophene Flam HR" or 'Elas- (Not UL Classified) at 0.5 gal /sq. prior to "Colvent SA" or self - adhered tophene Flam HS FR" or "Elastophene Flam HP" or "Soprafix" or ply sheets being installed. "Soprafix -e" or " Elstophene 180 Sanded" or "Sopralene 180 Sanded" or Ply Sheet: One ply 'Elastophene Sanded," 'Elastophene HD," 'Elas- "Sopralene Flam 180" or "Soprafix(x)" or "Sopralene 250 Sanded" or tophene HR Sanded," "Elastophene HS FR," "Elastophene HP," 'Elas- "Sopralene Flam 250" mechanically fastened. (Optional, sanded top tophene 180 Sanded," "Sopralene 180 Sanded," 'Sopralene 250 Sanded," surface ply sheets are primed with either Soprema 'Elastocol 600c" or mechanically fastened or adhered with 'TM Adhesive" at 1.5 gal /sq. or "Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL hot mopped or 'Elastophene Flam," 'Elastophene Flam HR," "Elan- Classified) at 0.5 gal /sq. prior to Colphene cap sheet being installed). tophene Flam HS FR," "Elastophene Flam HP," "Sopralene Flam 180" or Membrane: " Elstophene GR" or 'Elastophene FR GR" or "Elastophene ''Sopralene Flam 250;' heat welded or "Colvent TG" heat welded or FR+ GR" or 'Elastophene HD FR GR" or "Elastophene HR FR GR" or "Colvent SA," "Sopralene Flam Stick, "Sopralene Stick" or 'EPS Flam "Elastophene HS FR GR" or 'Elastophene HP FR GR or "Sopralene 180 Stick," self - adhered (Optional, sanded top surface ply sheets are primed FR GR" or "Sopralene 250 FR GR" adhered with hot roofing asphalt or with either Soprema "Elastocol 600c," "Elastocol 500" (Not UL Classi - Soprema 'TM Adhesive" or 'TM Adhesive (VOC)" or "High Velocity fied) or Henry Co. "AquaTac" (Not UL Classified) at 0.5 gal /sq. prior to Membrane Adhesive" at 1.5 gal /sq.; 'Elastophene Flam GR" or 'Elas- Colphene cap sheet being installed). tophene Flam FR GR" or'Elastophene Flam HD FR GR" or "Elastophene Membrane: "Elastophene GR," 'Elastophene FR GR," "Elastophene Flam FR+ GR" or 'Elastophene Flam HR FR GR" or 'Elastophene Flam FR+ GR," "Elastophene HD FR GR, "Elastophene HR FR GR," "Elas- HS FR GR" or 'Elastophene Flam HP FR GR" or "Sopralene Flam 180 FR tophene HS FR GR," "Elastophene HP FR GR," "Sopralene 180 FR GR," GR" or'Sopralene Flam 180 FR+ GR" or "Sopralene Flam 250 FR GR" or "Sopralene 250 FR GR" adhered with hot roofing asphalt; "Elastophene "Sopralene Flam 250 FR+ GR" heat welded or "Colphene FR GR" Flam GR," "Elastophene Flam FR+ GR," 'Elastophene Flam HD FR GR," Owed. "Elastophene Flam HR FR GR," "Elastophene Flam HS FR GR," "Elas- 54 Deck N cline: 1 /2 tophene Flam HP FR GR," "Sopralene Flam 180 FR GR, "Sopralene Flam Base Sheet (Optional): One or more p es ype G2, "Sopraglass 100," 180 FR+ GR," "Sopralene Flam 250 FR GR" or "Sopralene Flam 250 FR+ "Sopra G;" "Modified Sopra G" mechanically fastened or adhered with GR" heat welded or "Colphene FR GR" or self - adhered. hot roofing asphalt. 56. Deck: NC Incline: 1 Insulation (Optional): Polyisocyanurate any thickness, 1 /2 -in. (min) Base Sheet (Optional): One or more plies Type G2, "Sopraglass 100;' wood fiberboard, 7/16 -in. (min) glass fiber or perlite or Rockwool 3 /4-in. "Sopra G," "Modified Sopra G" mechanically fastened or adhered with (min), any combination, mechanically fastened, hot mopped or adhered hot roofing asphalt. with any UL Classified insulation adhesive. Optional, top surface primed Insulation (Optional): Atlas Roofing Products "ACFoam III," Rmax with either Soprema "Elastocol 600c," "Elastocol 500" (Not UL Classi- "UltraMax" and Hunter Panels "H- Shield -CG" any thickness or combi- fied) or Henry Co. "AquaTac" (Not UL Classified) at 0.5 gal /sq. prior to nation, mechanically fastened, hot mopped or adhered with any UL "Colvent SA" or self - adhered ply sheets being installed. Classified insulation adhesive. Optional, top surface primed with either Barrier Board (Optional): 1 /8 -in. or 3 /16 -in. "SOPRABOARD," glass Soprema "Elastocol 600c," "Elastocol 500" (Not UL Classified) or Henry fiber 7/16 -in. (min), perlite or Rockwool 3 /4 -in. (min), G -P Gypsum Co. "AquaTac" (Not UL Classified) at 0.5 gal /sq. prior to "Colvent SA" Corp. 1 /4 -in. (min) "DensDeck®," "DensDeck Prime@," or "Dens- or self - adhered ply sheets being installed. Guard®" or one of the following 1 /2 -in. (min) fiberboards Temple- Barrier Board (Optional): 1 /8 -in. or 3 /16 -in. "SOPRABOARD," glass Inland 'Tiber Base HD," Hubert Brothers 'Tiberboard" or International fiber 7 /16 -in. (min), perlite or Rockwool 3 /4 -in. (min), G -P Gypsum Bildrite' Bildrite Roof board" 'BildriteRoof- Rite," mechanically fastened, Corp. 1 /4 -in. (min) 'DensDeck®" "DensDeck Prime® or Dens - hot mopped or adhered with any UL Classified insulation adhesive. Guard®" or one of the following 1 /2 -in. (min) fiberboards Temple - Optional, top surface primed with either Soprema "Elastocol 600c," Inland 'Tiber Base HD," Hubert Brothers 'Tiberboard" or International "Elastocol 500" (Not UL Classified) or Henry Co. "AquaTac" (Not UL Bildrite'Bildrite Roof board "'Bildrite Roof - Rite" mechanically fastened, Classified) at 0.5 gal /sq. prior to "Colvent SA" or self- adhered ply sheets hot mopped or adhered with any UL Classified insulation adhesive. being installed. Optional, top surface primed with either Soprema "Elastocol 600c," LOOK FOR THE UL MARK ON PRODUCT M I A M !.DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) MonlerLlfetlle, LLC 200 Story Road Lake Wales, FL 33853 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 Division 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 Division (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 Division 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: Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile 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. RENEWAL of this NOA shall be considered after a renewal application has been fled 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 wards 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 consists of pages 1 through 7. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date; 04/26/07 Page i of 7 ROOFING ASSEMBLY APPROVAL Cat_ eeorv• Roofing Sub - Category: Flat Profile Roofing Tiles Material: Concrete SCOPE: This new NOA approves a system using MonierLifetile Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured MonierLifetile LLC and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description MonierLifetile LLC 1 =17" TAS 112 High profile, interlocking, one-piece, 'S' Saxony 900 w = 13" shaped, high- pressure extruded concrete 1 -5/32" thick roof the equipped with three nail holes. Slate For direct deck or battened nail -on, mortar 1 -9132" thick set or adhesive set applications. Shake & Split Shake Trim Pieces l = varies TAS 112 Accessory trim, concrete roof pieces for w = varies use at hips, rakes, ridges and valley varying thickness terminations. Manufactured for each the profile. SUBMITTED EVIDENCE: Test Agent Test Identifier Test Name/Report Date Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) The Center for Applied 94 -084 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Set) The Center for Applied 94 -060A Static Uplift Testing March, 1994 Engineering, Inc. PA 101 (Adhesive Set) The Center for Applied 25- 7183 -6 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25- 7183 -5 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Battens) y NOA No.: 07- 0228.03 Expiration Date: 04/26112 Approval Date: 04/26/07 Page 2 of 7 Test Agency Test Identifier Test Name/Report Date The Center for Applied 25- 7214 -1 Static Uplift Testing March, 1 995 Engineering, Inc. PA 102 (1 Quik -Drive Screw, Direct Deck) The Center for Applied 25- 7214 -5 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (1 Quik -Drive Screw, Battens) Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix lI PA 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies PO402 Withdrawal Resistance Testing Sept. 1993 of screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -77 PA 100 Atlanta Testing & RI.894 Physical Properties Aug. 1994 Engineering, Inc. 82.894 PA 112 R3.894 Celotex Corporation Testing 520109 -1 Static Uplift Testing Dec. 1998 Service 520111 -4 PA 101 Celotex Corporation Testing 520191 -1 Static Uplift Testing March 1999 Service PA 101 Walker Engineering, Inc. Evaluation Calculations 25 -7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7584 December 25- 7804b -8 1996 25- 78044 & 5 25- 7848 -6 Walker Engineering, Inc. Evaluation Calculations 25 -7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers January 2007 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moments Due to February 2007 Gravity Nutting Engineers 130 TAS 112 January 2007 { NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 3 of 7 t LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set the applications, a static field uplift test shall be performed in accordance with RAS 106. 3. Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 5. 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. MonierLifetile Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 2. Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (i x w) Tile Profile Weight -W (lbf) Length -1(ft) Width -w (ft) MonierLifetile Saxony 900 11.5 1.417 1.08 Slate, Shake & Split Shake Table 2: Aerodynamic Multipliers - X ft Tile x (ft) {ft ) Profile Batten A plication Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake Table 3: Restorin Moments due to Gravity - M ft -lb Tile 2 ":12" 3 " :12" 4°:12" 5' °:12" 6 ":12" 7 ":12" or Profile rester Saxony Battens Direct Battens flirect Battens Direct Battens Direct Battens Direct Battens Direct 900 peck Deck Deck Deck Deck Deck Slate, 7 16 8.12 7.08 8.03 6.97 Shake & 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Split Shake a NOA No.: 07- 0228.03 Y Expiration Date: 04/26/12 Approval Date: 04126!07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Nail -On S stems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" (min. 19132" plywood) plywood) Saxony 900 2 -1 Od Ring Shank Nails 30.9 38.1 17.2 Slate, Shake & 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Split Shake 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 48 Screw 30.8 30.8 18.2 2 48 Screws 51.7 51.7 24,4 1 -10d Smooth or Screw Shank Nail 24.3 24.3 24.2 Field Cli 1 -10d Smooth or Screw Shank Nail 19.0 19.0 22.1 Eave Cli 2 -10d Smooth or Screw Shank Nails 35.5 35.5 34.8 Field Cli 2 -10d Smooth or Screw Shank Nails 31.9 31.9 32.2 Eave Cli Table 5: Attachment Resistance Expressed as a Moment M (ft -lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Saxony 900 Adhesive 31.3 Slate, Shake & Split Shake 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per palty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - M (ft -lbf) for in le Pa Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Saxony 900 Po oars POIYPTDTM 118.9 Slate, Shake & Split Shake Poi oam Pol Pro"A 40.4 3 to a paddy placement of 45 grams of Po P :roTm. 4 Medium add lacement of 24 grams of Pal ProTm. Table 5B: Attachment Resistance Expressed as a Moment- Mf(ft -lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance MonierLifetile Saxony 900 Mortar Set 434 Slate, Shake & Split Shake 5. Tile -rite Roof Tile Mortar NOA No.: 07- 0228.03 " Expiration Date: 04/26/12 Approval Dater 04/26107 Page 5 of 7 LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". ON MOAIIERLIFETILE LLC, SAXONY 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING NAIL HOLES -- ,. a 1 5132 a (slate) a : 19132 "(shake) 17 " OVERLAY x_ 13" WATERLO+CK MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 6 of 7 PROFILE DRAWING MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL END OF THIS ACCEPTANCE NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 7 of 7 MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) Book MIAMI DACE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Soprema, Inc. 310 Quadraf 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 the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AW). This NOA shall not be valid after the expiration date stated below. The BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Soprema Modified Bitumen Roofing Systems Over Wood 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. 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 and revises NOA # 01 -0116.01 and consists of pages 1 through 47. The submitted documentation was reviewed by Jorge L. bo. d ' O NOA No.: 06- 0111.01 Expiration Date: 03101111 Approval Date: 02/23/06 Page 1 of 47 ROOFING SYSTEM APPROVAL Category: Roofmg Sub- Category: Modified Bitumen Material: SBS Deck Type: Wood Maximum Design Pressure -60 psf Fire Classification: See General Limitation #1 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. Sopraglass M 39" x 66' (2 sq.) ASTM D 5147 Fiberglass reinforced modified bitumen base sheet. Applied in hot asphalt, cold adhesive or ribbon stripping. Sopraglass M GR 39" x 33' (1 sq.) ASTM D5147 Fiberglass reinforced modified bitumen base sheet with a mineral granular top surface. Applied in hot asphalt, cold adhesive or ribbon: stripping. Sopra ESHAvent 39" x 49'(1.5 sq.) ASTM D 1970 Fiberglass reinforced modified bitumen membrane with self- adhering round areas on back side and a sanded top side. Sopraglass 40 39" x 82' (2.5 sq) ASTM D 4601 Fiberglass reinforced oxidized asphalt base sheet Type I for bonding, mechanically attaching or ribbon stripping to substrate. Sopraglass 100 39" x 66' (2 sq.) ASTM D 4601 Fiberglass reinforced oxidized asphalt base sheet 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 1$0' (5 sq.) ASTM D 2178 Type IV or VI, fiberglass reinforced, smooth Type IV or VI surfaced plysheet. Sopra IV or VI are used in multi ply systems and complies with ASTM and UL Standards. Applied in hot asphalt or cold adhesive. v NOA No.: 06- 0111.01 Expiration Date: 03/01111 Approval Date: 02/23/06 Page 2 of 47 Test Product Product Dimensions Specification Description 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 43' (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 43' (1 sq.) ASTM D6164 Polyester reinforced, modified bitumen membrane with 1" wide factory applied self adhering strips on back side Colvent 180 TG 39" x 43' (1 sq.) ASTM D 6164 Polyester reinforced, modified bitumen GR membrane with 1" wide factory applied heat weld strips on back side, and a mineral granular top surface. Colvent 180 SA 39" x 43' (1 sq.) ASTM D6164 Polyester reinforced, modified bitumen GR membrane with 1" wide factory applied self- adhering strips on back side and a mineral granular top surface. Sopra G -Vent 39" x 99' (3 sq.) ASTM D 4601 Fiberglass reinforced, modified bitumen Type H membrane with perforated holes. Elastophene 39" x 49' (1 %2 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' (1 sq.) 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. Elastophene HD 39" x 33' (1 sq.) ASTM D 6163 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. Elastophene HS 39" x 66' (2 sq.) ASTM D 6162 Woven fiberglass /polyester composite reinforced FR modified bitumen membrane with fire retardants and sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene 39" x 49' (1 %2 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen Sanded FR membrane with fire retardants and sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene HR 39" x 49' (1 % sq.) ASTM D 6163 Fiberglass scrim reinforced modified bitumen membrane sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. 0 ` NOA No.: 06- 0111.01 Expiration Date: 03/01/11 Approval Date: 02/23106 Page 3 of 47 Test Product Product Dimensions Specification Description Elastophene HR 39" x 49' (1 %2 sq.) ASTM D 6163 Fiberglass scrim reinforced modified bitumen FR membrane with fire retardants and sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene HP 39" x 66' (2 sq.) ASTM D 5147 Fiberglass /non -woven polyester reinforced modified bitumen membrane sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene PS 39" x 49' (I % sq.) ASTM D 6163 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. Elastophene SP 39" x 49'(1 % sq.) ASTM D 6163 Glass reinforced modified bitumen membrane 2.2mm 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 burn-off film). Elastophene SP 39" x 49'(1 sq.) ASTM D 6163 Glass reinforced modified bitumen membrane 3.Omm 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 burn -off film). Elastophene Flam 39" x 33'(1 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen membrane covered on both sides with a plastic burn -off film. Applied by heat welding. Elastophene Flam 39" x 49' (l 1s sq.) ASTM D 6163 Fiberglass reinforced modified bitumen 2.2 membrane covered on both sides with a plastic burn -off film. Applied by heat welding. Elastophene Flam 39" x 33' (1 sq.) ASTM D6162 Woven fiberglass /polyester composite reinforced HS FR modified bitumen membrane with fire retardants and plastic burn -off film on both sides. Applied by heat welding. . Elastophene Flam 39" x 66' (2 sq.) ASTM D 5147 Fiberglass/non -woven polyester reinforced BP modified bitumen membrane with plastic burn- off film on both sides. Applied by heat welding. Elastophene 180 39" x 49' (1 %2 sq.) ASTM D 6164 Non -woven polyester reinforced modified Sanded bitumen membrane sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene 180 39" x 48' (1 % 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. d NOA No.: 06- 0111.01 Expiration Date: 03101/11 Approval Date: 02123/06 Page 4 of 47 Test Product Product Dimensions Specification Description Elastophene GR 39" x 33'(1 sq.) ASTM D 6163 Fiberglass reinforced 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 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' (l sq.) ASTM D 5147 Fiberglass /non -woven polyester reinforced FR GR modified bitumen membrane with fire retardants, sanded on the bottom and mineral granules on the top. Appliedin hot asphalt, cold adhesive or ribbon stripping. Elastophene Flam 39" x 33' (1 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen 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 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 HS FR GR 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 HP FR GR 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). cn NOA No.: 06- 0111.01 Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 5 of 47 Test Product Product Dimensions Specification Description Sopralene 180, 250 39" x 33'(1 sq.) ASTM D 6164 Non -woven polyester reinforced modified or 350 39" x 26' ( sq.) bitumen membrane sanded on both sides, used as a base/ply /cap. Applied in hot asphalt, cold Sopralene 180 SP 39" x 33' (1 sq.) ASTM D 6164 Nonwoven poly ster reinforced modified 3.5 mm 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). Soprafix [S], [H), 39" x 33' (1 sq.) ASTM D 6164 Non -woven polyester reinforced modified [F] and [X] bitumen membrane. Applied by mechanical attachment. Soprafix 39" x 33' (1 sq.) ASTM D 6164 Non -woven polyester reinforced modified bitumen membrane with a 4 -inch or 5 -inch wide side lap with a plastic bum -off film on the bottom and sanded on the top. Applied by mechanical attachment. Lap heat welded or sealed with an approved cold adhesive. Soprafix -e 39" x 33' (1 sq.) ASTM D 6164 Nan -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. Soprafix (X) 39" x 33' (1 sq.) 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. Sopralene Flam 39" x 33'(1 sq.) ASTM D 6164 Non -woven polyester reinforced SB S modified 180 or 250 bitumen membrane, both sides covered with a Plastic burn -off film, used as a base/ply. Applied by heat welding or ribbon stripping (after Sopralene 180, 250 39" x 33' (I sq.) ASTM D 6164 Non�wo en Polyester u reinforrced modified or 350 GR or FR bitumen membrane with fire retardants a sanded GR bottom and a mineral granules top. Applied in hot asphalt, cold applied adhesive or ribbon stripping (after removal of plastic bum -off film). Sopralene Flam 39" x 33' (1 sq.) ASTM D 6164 Non -woven polyester reinforced modified 180,250 or 350 bitumen membrane with a plastic bum -off film GR on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film). o NOA No.: 06 -0311.01 =k Expiration Date: 03/01/11 Approval Date: 02/23/06 ' Page 6 of 47 Test Product Product Dimensions Specification Description Sopralene Flam 39" x 33'(1 sq.) ASTM D 6164 Non -woven polyester reinforced modified 180, 250 or 350 FR bitumen membrane with fire retardants a plastic GR or FR+ GR burn -off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic bum-off film). Sopralene Flam 39" x 33' (1 sq) ASTM D6164 Non -woven polyester reinforced modified 180 2..7 mm 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). Sopralast various ASTM D 6298 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). UNILAY 39" x 33'(1 sq.) ASTM D 6164 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). Sopralene Stick 39" x 33'(1 sq.) ASTM D 6164 Self adhered, polyester reinforced membrane with a release film on the bottom and a sanded top. Sopralene Flam 39" x 33'(1 sq.) ASTM D 6164 Self adhered, polyester reinforced membrane Stick with a release film on the bottom and a plastic burn-off film on the top. EPS Flaw Stick 39" x 33'(1 sq.) ASTMD 6163 Self adhered, film surfaced, glass mat/glass grid reinforced membrane with a release film on the bottom and a plastic bum -off film on the top. Colphene 1000 or 39" x 33' (1 sq.) ASTM D 1970 Self adhered, non - reinforced membranes used as 1500 39" x 132' (4 sq.) a vapor retarder. 39" x 66' (2.1 sq.) Colphene FR GR 39" x 33'(1 sq.) ASTM D 6163 Self adhered, granule surfaced, fiberglass reinforced membranes. Colphene HR FR 39" x 33'(1 sq.) ASTM D 6163 Self adhered, granule surfaced, fiberglass scrim GR reinforced membranes. Lastobond S or P 39" x 49' (1 % sq.) ASTM D 1970 Self- adhered underlayment membrane. Lastobond Shield various ASTM D 1970 Self - adhering underlayment membrane. Lastobond Shield various ASTM D 1970 Self - adhering underlayment membrane. HT Lastobond Shield- various ASTM D 1970 Self- adhering underlayment membrane. R Lastobond Shield- various ASTM D 1970 Self - adhering underlayment membrane. HT RW Sopratape 606 5" wide Bituminous tape for sealing of side and bead laps. Sopramastic 200 17 oz. pouch or Caulking compound 10.4 oz cartridge r 0 NOA No.: 06- 0111.01 Expiration Date: 03/01/11 Approval Date: 02/23106 Page 7 of 47 Test Product Product Dimensions Specification DesEfttjion Elastocol 500 and ASTM D 41 Asphalt primers. 600 Sopracolle Cold- applied adhesive used to bond membrane to prepared substrates or to other membranes. ALSAN 1.25 gallon pail or One part polyurethane/bitumen resin, moisture Flashingrm 3.75 gallon pail cure compound SBS Mastic 10.4 oz tube Plastizied rubber/bitumen mastic compound. SBS Elastic 5 gallon pail Elastomeric bitumen based mastic compound. Cement Soprawalk 39" x 26' (3/4 sq) 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. High Velocity® Proprietary One part elastomeric urethane foam adhesive. Insulation Adhesive II (HVIA High Velocity® Proprietary Two part elastomeric urethane foam adhesive. Insulation Adhesive IlI (HVIA -III) FM Adhesive 5 gallon pail, 55 Proprietary Plastomeric bitumen based cold adhesive. gallon drum or 350 gallon tote FM Adhesive 5 gallon pail Proprietary Plastomeric bitumen based cold adhesive. Trowel Grade FM Adhesive 5 gallon pail, 55 Proprietary Elastomeric bitumen based cold adhesive. (VOC) gallon drum or 350 gallon tote FM Adhesive 5 gallon pail Proprietary Elastomeric bitumen based cold adhesive. (VOC) Trowel Grade High Velocity@ 5 gallon pail or 55 Proprietary Polyurethane bitumen adhesive. Membrane gallon drum Adhesive Sopraboard various Mineral fortified asphaltic cored coverboard between two layers of asphalt saturated fiberglass rnat. U NOA No.: 06-0111.01 Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 8 of 47 .APPROVED INSULATIONS. TABLE 2 Product Name Product Description Manufacturer (With Current NOA) Apache Pyrox, Apache White Line, Polyisocyanurate foam insulation Apache Products Company Apache Pyrox PSI -25, Apache White Line PSI -25 Apache Millox, Apache Millox-P Composite polyisocyanurate insulation Apache Products Company ACFoam II, ACFoam III Polyisocyanurate foam insulation Atlas Energy Products ACFoam Composite Composite polyisocyanurate insulation board Atlas Energy Products F1intBoard ISO, FlintBoard ISO Cold Polyisocyanurate foam insulation CertaiuTeed Corp. FlintBoard ISO Plus Composite polyisocyanurate insulation board CertainTeed Corp. Hytherm AP Polyisocyanurate foam insulation Dow Hytherm Composite Composite polyisocyanurate insulation Dow ISO 95 +, ISO 95+ (25psi) Polyisocyanurate foam insulation Firestone ISO 95+ Composite Composite polyisocyanurate insulation board Firestone EnergyGuard ISO, EnergyGuard Ultra Polyisocyanurate foam insulation GAF EnergyGuard Composite Composite polyisocyanurate insulation board GAF Extruded or Expanded Polystyrene Polystyrene Insulation generic Gypsum Gypsum board generic High Density Wood Fiberboard Wood fiber insulation board gan Perlite Insulation Perlite insulation board genic DensDeck, DensDeck Prime, DensDeck Water resistant gypsum board G -P Gypsum Corp. Fireguard, DensDeck Prime Fireguard, DensDeck DuraGuard H- Shield Polyisocyanurate foam insulation Hunter Panels, Inc. H- Shield CG Polyisocyanurate foam insulation Hunter Panels, Inc. H- Shield -P, H- Shield -WF Composite Insulation board Hunter Panels, Inc. ENRGY-2 Polyisocyanurate foam insulation Johns Manville ENRGY -2 Plus, Composite, Fesco Foam Composite Insulation board Johns Manville ENRGY -3 Polyisocyanurate foam insulation Johns Manville ENRGY-3 Plus Composite Insulation board Job Manville Multi -Max FA Polyisocyanurate foam insulation RMax Thermaroof Composite Composite Insulation board RM UltraMax Polyisocyanurate foam insulation RMax Multi -Max FA -3 Polyisocyanurate foam insulation RMax Thermaroof Composite -3 Composite insulation board RMax SECUROCKO Gypsum board US Gypsum 0 NOA No.: 06- 0111.01 Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 9 of 47 APPROVED FASTENERS: TABLE 3 Product Product Manufacturer Name Description Dimensions (With Current NOA) Tri-Fix Fastening Fastening system for base sheet 3" diameter Soprema, Inc. System: attachemen to lightweight concrete, plate with gypsum or cementitious wood fiber various length decks. fasteners #l2, #14 & #15 Fasteners for membrane or insulation Soprema, Inc. Soprema Fasteners attachment to wood, steel or concrete decks. Soprafix [X] -EL #15 Fasteners for membrane attachment to Soprema, Inca steel or concrete decks. Soprafix Plates AZ -55 Galvalume steel plate for use 2" diameter Soprema, Inc. with the Soprafix system. Soprema Plates Metal or plastic stress plates for use 3" diameter Soprema, Inc. with Soprema Fasteners. Sopradisc Galvanized metal bearing plate used for 2" diameter Soprema, Inc. side lap attachment of Soprafix system. Soprema Isofast 1F/IFT AZ -50 Galvalume steel plate for use 2%" diameter Soprema, Inc. with the Soprafast System. Soprafix/Soprafast Stress plates for membrane securement. 3" diameter Soprema, Inc. UNILAY Plate Stress plates for Unilay membrane 2 -3/8" Soprema, Inc. securement. diameter #12, #14 & #15 Dekfast Insulation fastener Construction Fasteners, Fastener Inc. Omega Fastener Stainless steel insulation fastener Construction Fasteners, Inc. Dekfast Hex Plate Galvalume AZ50 steel plate 2 7 / 8 " x 3 %" Construction Fasteners, Inc. Dekfast Lock Plate Polypropylene locking plate. 3 "x 3 x/" Construction Fasteners, Inc. Twin Loc -Nails Base ply fastening systems for ES Products, Inc. lightweight concrete, gypsum or cementitious wood fiber decks FM -30, FM-45, FM -60, Base ply fastening systems for ES Products, Inc. FM -90 Fasteners lightweight concrete decks #12, #14 & #15 Insulation fastener for wood, steel and ITW Buildex Corp. Roofgrip Fasteners concrete. n_- NOA No.: 06- 0111.01 Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 10 of 47 APPROVED FASTENERS: TABLES Product Product Manufacturer Name Description Dimensions (Wirth Current NOA) AccuTrac Hextra Insulation fastener for wood, steel and ITW Buildex Corp. Fasteners concrete. Polymer Gyp tec Glass reinforced Nylon insulation ITW Buildex Corp. fastener for gypsum & CWF decks. Polymer Gyptec Metal Galvalume stress plate 3 round ITW Buildex Corp. Plate Accutrac Plate Galvalume square stress plate 3" square ITW Buildex Corp. Metal Plate Galvalume stress plate. 3" round TTW Buildex Corp. 3" square Gearlok Plastic Plate Polyolefin round stress plate 3.2" round ITW Buildex Corp. Olympic CR Base Ply Base ply fastening assembly OMG Inc. Fasteners NTB Magnum Glass reinforced Nylon insulation OMG, Inc. fastener for gypsum & CWF decks with barbs. NTB Plate Galvalume stress plate 3" round OMG, Inc. Lite -Deck Insulation fastener for CWF and OMG, Inc. Gypsum decks. Lite -Deck Plate Galvalume stress plate 3" round OMG, Inc. Olympic Fastener #12, Insulation fastener. OMG, Inc. #14 & #15 Olympic CD -10 Insulation fastener. OMG, Inc. Olympic Fluted Nail Insulation fastener. OMG, Inc. Olympic Standard Galvalume AZ50 steel plate 3" round OMG, Inc. Olympic Plastic Polypropylene stress plate 3.25" round OMG, Inc. Powerlite Insulation fastener. Powers Fasteners, Inc. Powerlite Galvalume stress plate. 3" round Powers Fasteners, Inc. Base -Lok Fasteners Base sheet fastener for lighweight 1.75" long Simplex Nails concrete, cwf and gypsum decks with 3" dia. head Turbo Tube -Lok Base sheet fastener for lighweight 1.75" long Simplex Nails Fasteners concrete, cwf and gypsum decks with 2" dia. head SFS Base -Lok Fasteners Base sheet fastener for lighweight 1.75" long SFS Intec, Inc. concrete, cwf and gypsum decks with 3" dia. head ` NOA No.: 06- 0111.01 - Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 11 of 47 APPROVED FASTENERS; TABLE 3 Product Product Manufacturer Name Description Dimensions (With Current NOA) Insul -Fixx Fastener Insulation fastener for wood, steel and SFS Intec, Inc. concrete. Isofast Fasteners Insulation fastener for wood, steel and SFS Intec, Inc. concrete. Extra Load Fasteners Fasteners for membrane attachment to SFS Intec, Inc. #15 steel or concrete decks. Insul -Fixx S Plate Galvalume AZ50 steel plate 3" round SFS Intee, hie. Insul Fixx P Plate Polyethylene stress plate 3" round SFS Intec, Inc Isofast Plate Square or oblong galvalume steel plates SFS Intec, Inc. for use with Isofast fasteners ES -I Fastening Systems Insulation fastening assembly with 3" round SFS Intec, Inc, plate. 412, #14 & #15 Dekfast Insulation fastener SFS Intec Fastener Omega Fastener Stainless steel insulation fastener SFS Intec Dekfast Hex Plate Galvalume AZ50 steel plate 2'l x 3 V SFS Intec DekFlat Lock Plate Polypropylene locking plate. 3" x 3 ' / a" SFS Intee TruFast TL Fastener Insulation fastener for lighweight The Tru -Fast Corp. concrete, CWT and gypsum decks Tru -Fast Fastener Insulation fastener for wood, steel and The TruFast Corp. concrete. Tru -Fast HID or ERD Insulation fastener for wood, steel and The Tru -Fast Corp. concrete. TruFast MP -3 Galvalume AZ50 steel plate 3" round The Tru Fast Corp. Tru -Fast Metal Galvalume AZ55 steel plate 3" round The Tru -Fast Corp. Tru -Fast Plastic Polypropylene plate 3" round The Tru Fast Corp. ES Products Batten Bar Batten bar ES Products, Inc. TL #12 Hextra Insulation fastener ITW Buildex Corp. Polymer Batten Strip Modified polymer batten bar 1TW Buildex Corp. MAXLoad Insulation fastener ITW Buildex Corp. Olympic Heavy Duty Insulation fastener OMG, Inc. Olympic ASAP 3P Pre - assembled insulation fastener and 3" round OMG, Inc. plastic plate Olympic ASAP 3S Pre - assembled insulation fastener and 3" round OMG, Inc. steel plate NOA No.: 06- 0111.01 - U - Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 12 of 47 APPROVED FASTENERS: TABLE 3 Product Product. Manufacturer Name Description Dimensions (With Current NOA) Isofast IF2 Insulation fastener SFS Intec Isofast IFAG Galvalume AZ50 steel plate 82 x 40 mm SFS Intec Isofast IFC/IW Galvalume AZ50 steel plate 70 x70 mm SFS Intec #15 Dekfast HS Insulation fastener SFS Intec Galvalume Steel 3" Galvalume AZ50 steel plate 3" round SFS Intec Round Insulation Plate K -Fast Fastener Insulation Fastener SFS Intec Dekfast Steel Batten Galvalume AZ50 steel SFS Intec Bar Dekfast Coiled. Batten Batten bar SFS Intec Strip Soprafix #14 PAS 2" Pre- assembled plate and fastener 2" diameter Soprema, Inc. SB Stress Plate Soprema 3" Insulation Stress plate 3" diameter Soprema, Inc. Plate Soprafix 2" — SB Stress Stress plate 2" diameter Soprema, Inc, Plate Soprafix 2 -3/8" — SB Stress plate 2 -3/8" Soprema, Inc. Stress Plate diameter Soprafix (X) 2 -3/4" Stress plate 2 -3/4" Soprema, Inc. Stress Plate diameter Soprafix MBB -R Metal Batten Bar Soprema, Inc. Soprema #12, #14, #15 Insulation and membrane fasteners Soprema, Inc. Fastener Soprema PAS #12 -3" Pre - assembled plate and fastener 3" diameter Soprema, Inc. Insulation Plate Soprafix #21 -K Insulation and membrane fastener Soprema, Inc. Fastener Tra -Fast I}P Insulation fastener for wood, steel and The Tru -Fast Corp. concrete Tru -Fast SHD Insulation fastener for wood, steel and The Tru -Fast Corp. concrete Tru Fast MPH -3 Galvalume AZ50 steel plate 3" round The Tru -Fast Corp. Tru -Fast MP -2000 The Tru Fast Corp. Tru -Fast MPB -2000 The Tru Fast Corp. Tru -Fast MPB 2400 The Tru -Fast Corp. Tru -Fast BB -18 Batten Galvalume AZ55 steel batten bar The Tru -Fast Corp. Bar Tru -Fast BB- 18 -R Galvalume AZ55 steel batten bar with The Tru -Fast Corp. Batten Bar recessed holes Tru -Fast Twin -Loc Batten bar The Tru Fast Corp. Batten Bar NOA No.: 06 -0111.01 " Expiration Date: 03/01/11 Approval Date: 02123/06 Page 13 of 47 EVIDENCE SUBMITTED: Test Aeencv/Identifier Name R_ eport Date Dynatech Engineering Corp. 10.94.27 Wind Uplift 10.27.94 2491 -44.95 Wind Uplift 01.04.95 Exterior Research & Design, 2003.0297 -1 Wind Uplift 02.1597 LLC. 2003- 2.04.97 -1 Wind Uplift 04.15.97 2002.07.97 -1 Wind Uplift 08.15.97 2738- 10.00 -1 Wind Uplift 10/20/2000 2757.02.05 Physical Properties 02103105 2778.07.05 Wind Uplift 07/15/05 Factory Mutual Research J.I.1Z3A6.AM Wind Uplift Classification 04.27.95 Corporation J.T. 1W8ALAM Wind Uplift Classification 07.15.93 J.1.2DOAO.AM Wind Uplift CIassification 08.15.97 FM Approval Guide Uplift Classifications Published Annually IRT of S. Florida 990028 Wind Uplift 9/30/99 ITS / Warnock Hersey ASTM D 5147 Physical 05.27.93 Property Testing Underwriters Laboratories, UL Roofing File No. R11436 Published Inc. Materials and Fire Classification Annually Systems Directory .. p NOA No.: 06- 0111.01 Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 14 of 47 Deck Type 1: Wood Deck Description: 1932" or greater plywood or wood plank System Type G(1): System applied tile underlaym All General and System Limitations apply. Base Sheet: ne ply of Sopra� -4G Modified Sopra -G, Sopraglass 100 applied parallel to the slope o t - e r' oo Base sheet shall be mechanically fastened with approved annular ring shank roofing nails and corrosion resistant tin -caps spaced 6" o.c. at the 2" side laps with two additional rows spaced 12' o.c. in the center of the sheet. Ply Sheet: None. Membrane: Elastophene Flam, Elastophene SP, Elastophene Flam Granule or Elastophene Flam Granule FR torch applied. Or Elastophene Sanded, Elasto e Granule FR o Elastophene Granul Bred in a full mopping approved as halt lied within the E T ran a and at a rate of r � 20-40 lbs. /sq. Surfacing: None. Maximum Design Must comply with RAS 118,119 AND 120. Pressure: { See Roof Tile Manufacturer's NOA) o NOA No.: 06- 0111.01 v Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 46 of 47 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. 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 2040 lbs. /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, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap 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 12 lbs. /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 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 2751bf. 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 Roofing 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 milers, metal profile, and/or flashing termination designs shall conform with 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 (i.e. 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 NOA No.: 06- 0111.01 Expiration Date: 03 /01/11 Approval Date: 02/23/06 Page 47 of 47 MIAMI DADE MIAMI -DADE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE (BCCO) METRO -DADE FLAGLER BUILDING PRODUCT CONTROL DIVISION 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 NOTICE OF ACCEPTANCE (NOA) (305) 375 -2901 FAX (305) 375 -2908 Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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 the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Pelypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been Bled 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. AADVERTISEMENT: 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.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J rge L. Acebo. ~ NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof the adhesive Materials: Polyurethane SCOPE: This approves Polypro* AAH160 as manufactured by Polyfoam Products, Inc, as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro(T AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications Polypro@ AH160 NIA TAS 101 Two component polyurethane foam adhesive Foampro® RTF1000 NIA Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Poiypro AH160 roof the adhesive. PHYSICAL PROPERTIES: Pro wrty Test Results Density ASTM D 1622 1.6 lbs. /ft' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft Moisture Vapor Transmission ASTM E 96 3.1 Perm/ Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40'F., 2 weeks +6.0% Volume Change @I 58F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented) as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13106 Page 2 of 7 t EVIDENCE SUBMITTED: Test A90ev Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Polymers Division Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062bj1) ASTM E 84 01116195 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their the assemblies shall test in accordance with TAS 101 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their file assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F' ' F' =.. MS f NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 INSTALLATION: I. Polyprog AH160 may be used with any roof the assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polyprog AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polyprog AH 160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro(& AH160 roof the adhesive and its components shall be installed in accordance with Roofmg Application Standard RAS 120, and Polyfoam Products, Inc. Polyprog AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polyprog AH160 shall be applied with Foampro RTF1000 or ProPack& 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polyprog AR 160 has been dispensed. 9. Polypro(& AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic the profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Single Paddy Two Paddy Weight Detail Weight Min. per paddy Min. EFIat,Low, rofiles #1 35 NIA { ams) High P { ams) le (2 Piece #1 17 /side on cap and N/A 34 /pan High Profiles #2 24 N/A High Prof les #3 8 LABELING: All Polyp ro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ° a NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 AmESIVE PLACEMENT DETAIL 1 SINGLE FATTY Nail through plastic cement PW4 (Beneath Toe) Bad through plastic cement Undedaymen! a Paddy {BeneadiIII) Undertayment • 10 m. _ In loin Eaveeme 1 ' 1 2 1. ' Fascia EaveCamse Fascia Eaveeoarosonly, Eweoswwo*: Eave closure Eavaclosurs Keep adhosiveapprox. Kovadhesiveapprox 43napbanvreeplwles 4hLup from weopholes Drip edge Nail through plastic cement Pa�ly(Berot�Tie) 1 ) PlaceeneugharfhesrvetoaddeveI ? to p3 OptronatZxdsfor tMdedayment square Indies in contactxv'th the pan th Pdch app>iaHoms Nad through plastic cement 4 Turn coven tgWo dam Place adhesive1/2In. To 1 la. From outside edge of cover Uk Tlwn mstai Use da, o Uru)edayment 10 in. 2 in. 0 EaveCome Ea+e Closure '� Eave own only tw wea appmx4ts.up Fascia o Rat coase cover tile. Abutto second course of pan tiles. Ensure save end of Optialsai tdataz pan OW cover on are Purim &A at Bove one. on w0winal Eaveclosure W ofth (nmrtarshovm) Baphok Fascia Bo NOA No.: 06- 0201.02 U N Expiration Date: 05110111 Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nair through plastic cement Paddy (Beneath Tile) Nall through plastic cement Undertayment Padq (Beneath Tile) � . Underlaymerd t • • 7 "` 2 tiin. 7 " ti i - ' - 2in. live Gomse Fascia Fascia weephele Em Comm Em clam EmClesme Doedge Nail through plastic cement Paddy (Beneath Tile) Unreriayment • 7 in. i. in. Eave CWure Save Course Fascia NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 ADHESIVE PLACEMENT D ETAIL 3 DouB PATTY Nail through plastic cement Paddy Nail through plastic cement Single paddy under file (between tile) ° Underlayment Single paddy between file Paddy (under tile) 2 in. x 7 in. medium sae paddy save course only Single paddy 3 in, under tile t Irl.x 3 in. x3in. / Single in, Sin 4 in. �� ? in. g paddy on 2 in. Single under- paddy on layment a under- lay ment Single paddy Fascia Singlki Ply course on top of the � � on top of file 2 in. X 7 in. medium Elve Eave closure size paddy eave Fascia course only Drip edge Nail through plastic cement Single paddy under file Single paddy . between file a `f 3 in. x 31n. On Single paddy on underlayment 2 m` o Single paddy Save Closure on top of file 2 in. x l tn. medium lave Course sae paddy eave course only Fascia END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10111 Approval Date: 04113/06 Page 7 of 7 ,SN ORES L� Miami shores V l H ,,,, Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �L 0 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09- j Job Name: 2009 Page 1 of 1 / Building Critique Sheet KM q j2a 4d 2,1 T � CA Urn, S 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 - 795 -2204 08/18/2009 11:11 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES Q001 TX REPORT TRANSMISSION OK TX /RX NO 3906 RECIPIENT ADDRESS 93053929088 DESTINATION ID ST. TIME 08/18 11:11 TIME USE 00'26 PAGES SENT 1 RESULT OK M iami h®res Village Building Department eats 10050 N.E.2nd Avenue Miami Shores, Florida 33138 1P ZO XD l� Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09- ,Sob Name: 2009 Page 1 of 1 Building Critique Sheet t"'ls Ld"r ` f r i C s / � ✓ €" C L r '0® /. z. -c A r f *oa�sf Miami Shores Village )�; :040Meie 10050 N.E. 2nd Avenue o il Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Pem* Status-; APf�ROVEC3 Expiration: 02/ 20/201 Project Address Parcel Number App licant 11300 2 Avenue 1121360000050 BARRY UNIVERSITY INC Miami Shores, FL 33138 -0000 Block: Lot: Owner Information Address Phone Cell BARRY UNIVERSITY INC 11300 2 Avenue MIAMI SHORES FL 33161 -6628 Contractor s Phone Cell Phone Valuation: $ 7,000.00 s TALAVERA A/C 8r REFRIG INC (305)446 -0501 Total Sq Feet: 0 : Tons: For Inspections please call: Additional Info: PIPE SUPPORTS (305)762 -4949 Classification: Commercial Available Inspections: Approved: In Review Inspection Type: Comments: Date Approved:: In Review Ventilation Date Denied: type of Work: MECHANICAL Final Rough Rough Duct Duct Detector Test Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $4.20 MC -8 -09 -35650 $ 252.55 $ 50.00 Education Surcharge $1.40 '' Permit Fee - Additions /Alterations $238.00 MC -8 -09 -35650 $ 252.55 $ 252.55 $ 0,00 Scanning Fee $3.00 Check #: 10892 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $5.95 Total: $252.55 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above- narled contractor to do the work stated. August 24, 2009 Authorized Signature: Owner / Applicant _ ! Contractor / Agent Date Building Departme C op y August 24, 2009 1 Miami Shores Villa- ge 1 AUG 1 7 2009 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33 13 8 8Y: -!. - - - - - -- Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING permit No. M PERMIT APPLICATION master permit No. FBC 2004 Permit Type Mechanical Owner's Name (Fee Simple Titleholder) Phone #- Owner's Address I ( 3 00 At 2 44� City 11AA S *VA State JAA Zip Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) i4/E 44, City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name t gam- �m 4'0 ��J�,�G Phone # 3 Contractor's Address 5® ;td City M�►I State I Zip 4 11 1 Qual iffierName(�"� Phone # State Certificate or Registration 1 � Certificate of Competency No. E -MAIL: Architect /Engineer's Name (if pp icae Phone # ' U Value of Work For this Per *` " Square /Linear Footage Of Work: Type f s Wo d it n A❑New lace El Demolition Descr a +�g+r AQ +s - ..' - 3N '" K orsS$J �Y � Fee ,{ xxU qubm te � �� e hermit Fey $ _ CCF $ , CO /CC Notary $ Training /Education Fee $ i Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ _ Structural Review. $ Total Fee Now Due $�J See Reverse side -+ 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. l 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 CONDITIONERS, 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 condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good 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 -,f 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 & issued. In the absence of such posted notice, the inspecti4wnot approved and a reinspection fee will be charged. I Signature Signatu Owner or Agent �� °� �c�� tj Contractor The foregoing instrument was acknowledged before me this / q The forego4ig b*trument was acknowledged before me this day of �, 20 0 by A-Le). Alg.c. bq kt A ro day of ATTr:TTr,T t , 20 ; by A*, who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: - 11 .f.81 S. MITTS i° Notary PuGlic - State of Florida _• My Comm. Expires Jun 16, 2013 Sign: Sign: ommission * DD 863031 Print: 1-: S. fM • T Print: My Commission Expires: 6 -16 -13 My Cot i!'Ori11MyP+�IE- �MtalRaddB xrrx x � Y%%%%%%%%% t• CX X'% % % %,•C % %,C % %,C % % % % %,•C % % % % % %,C IC iG iC %% • X % % % % % % % % % % % % % % % % %iC % % %% .. Illlliil� I t� APPLICATION APPROVED BY: Plans Examiner Engineer' Zoning (Revised 02 /08/06) W E STATE-OF FLORIDA - -- DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH TALLAHASSEE STR FFL T 32399 -0783 BATISTA, JOSE FELIPE TALAVERA A/C & REFRIG INC 650 S.W. 48TH AVENUE MIAMI FL 33134 -1356 STATE OF MownA AG# 45 Congratulations! With this license you become one of the nearly one million � - AND Floridians licensed by the Department of Business and Professional Regulation. t�.ROFSSI4ITAL.: RBiITiTIC)N Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. - - RAO ©429#YB- 0612 #80492284 Every day we work to improve the way we do business in order to serve you better. For information about our services, please I onto www.m oridalicense.com. REG AIR. CONDITIONING ` CONTRACTOR There you can find more information about our divisions and the regulations that BATISTA,. JflR$ F ELIPE ` impact you, subscribe to department newsletters and learn more about the TALAVERA A/C & REFRIG I INC' Department's initiatives. (INDIVIDUAL MUST MEET ALL LOCAL LICENSING REQUIREMENTS f-RIOR Our mission at the Department is: License Efficiently, Regulate Fairly. We TO CONTRACTING IN ANY AREA) constantly strive to serve you better so that you can serve your customers. HAS REGISTERED under the provisions - of ch .489 Thank you for doing business in Florida, and congratulations on your new license! roil iosns2oos2� Kxpiratio�_ awes 1, 31UG 3 DETACH HERE AG# STATE OF FLORIDA _ DEPARTMENT OF BUSINESS AND PRt7FFSS`IONAL GUI2trTION CONSTRUCTION- INDUSTRY LICENSING BOARD SEQ# L09062400521 ,. LICENSE NBR 1 06/241200 9 080492284 RA6042908 The CLASS A AIR'CONDI'TIONING CONTRACTOR Named below HAS REGISTERED Linder the provisions of Chapter 489 FS. Expiration date: AUG 31, 2011 (INDIVIDUAL MUST MEET ALL LOCAL LICENSING REQUIREMENTS PRIOR TO CONTRACTING IN ANY AREA) BATISTA, NOSE FELIPE TALAVERA A/C & REFRIG INC - 650 SW 48TH AVE MIAMI FL 33134 -1356 CHARLIE -GRIST CHARLES W,. DRAG GOVERNOR SECRETARY DISPLAY AS REQUIRED BY LAW 08/17/2009 09:36 MORTON D. WEINER 4 93054422406 10.642 D01 ACORD CERTIFICATE OF LIABILITY INSURANCE TALAV_]. DA oe 1" os OP 16z I PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION I MORTON 1). WRINBR/AWAC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE CORAL GABLES HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 362 MINORCA AVENUE ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. CORAL GABLES FL 33134 Ph one: 305- 44 4 -2 Pax:34 -444 -4980 INSURERS AFFORDING COVERAGE NNC>i1 INSUREO INSURER A: 3"umns vi 1 lca co INSURER B: pho"Sw manrance Ob&zw- bwe Talaveraai.r Cquditioning INSURER C: ! a5n5d�� RR oration Inc. ami FL 8th AV INSURER D: I INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOT WM TANDIING ANY REOUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUAIENY WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERYAIN. THE INSURANCE AFFORDED BY THE POLICIES OESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CO%O1T*NS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR INSRD TYPE OF INWRANCE POLICY NUMBER DATE MM/OWYY MT E WOW Y LNWTS n1G la sam EACH OCCURRENCE I S 1 00 0, 00 0 CoMMERGAL GENERAL LwewITY 229001240 11/18/06 11/28/09 PREMLSES (Ea 2EaMg) S 50,000 CLAIMS MADE C OCCUR N ED VW ( one pown) I S 1, 00 0 PERSONAL A ADV uIuU $1,000,000 GENERAL AGGREGATE s2 ,000,000 GENT AGGREGATE LIMB APPLIES PER: PRODUCTS • COWA3P AGG S1,0 POLICY — jE LOC AUTOMOBILE LIABILITY CoMBWED 5wGLE LIMB S (Es avow n) ANY AUTO ALL OWNED AUTOS BODAY INJURY I S ' SCHEDULED AUTOS IPer P wm) I HMO AUTOS BODILY NWURY S f I NON.OWNEDAUTOS (Pe,atxi0Mlt) (� I DVIIAAGE g GARAGE LIABILITY AUTO ONLY- FA ACCENT 5 17 EA ACC, S i I I ANY AUTO OATS AGO i S EXC6SSoVWREUA LIA30UTY EACH OCCURRENCE S OCCUR I CLAIMS MADE AGGREGATE S 5 DEDUCTIBLE S I RETENTION S S T LMMTS i I ER i WWORKERS f.'QEI►EN5ATION AND X ORY , LVAILITY A EMPLOYERS 52101411 11 12e /08 11I2s /09 EUEACI+ACCIPENT i s l oo, 000. ANY PROPRETOPART'NEWS(ECUT WE OFFI CERIMEMBER D CLVDED9 EJ_ OLSEASE - EA EMPLOYED S 10 0 , 0 0 0 N dyees. Aescm a In69� E.L DISEASE • POLICY LIMB 5 3 0 0, 0 0 0 SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS t LOCATIONS t VEINCLES t EXCLUSIONS AOOEO BY ENDORSEMENT I SPECIAL PROVISIONS HEATING OR COMBINED HEATING & AIR CONDITIONING SYSTEMS OR BQUIL+MBNT-DEALZR S- DISTAIBUTORSE TNSTALLATION, SERV,OR REPAIR Re: Work at 7700 Camino Real, Apt. D2 -307 Me. Julie Herrera CERTIFICATE HOLDER CANCELLATION 814OULD ANY OF THE ABOVE DESCRIBED POLICES BE CANCPLL 0 BEFORE THE EIMMA DATE THEREOF, THE Ri5lA lN6URER WILL ENDEAVOR TO MAX 1 0 DAYS WRTTTPN Miami Shores Vil lage Bldg NOTICE TO THE CERTIFICATE HO LDER NAMEO ToTHE LEFT. wrFAe-URE Dept IMPOSE NO QBLMAT017N OR LIABILI OF ANY IDNO UPON THE INSURER, ITS AGOM OR 10050 NE 2nd Ave Dciami B `I 3 A� 3 e 1 1 3 � 8 /Y REPRfSENTATP/E3. ACORD as (2001108) JF V 0 ACORD CORPORATtON 1988 W FIRST -CLASS i U.S. POSTAGE PAID MV4% FL PERIAIT NO 231 RECEIPT NO. 30-1243039 CC , Np t�G T , , k O #.Op pqy RECEIPT HOLDER MAY DO BUSINESS !TAME / LOCATION t1�T5'' 5 BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. TALAVERA AIR CONDITONING & REFRIGERATION INC 650 SW 48 AVE OW NER -Tef AVERA AIR COND EFRIG INC SEE BACK OF RECEIPT FOR SPEC MECHANICAL CONTRACTOR A LIST OF NON — PARTICIPATING MUNICIPALITIES DO NOT FORWARD Receipt hokler must where�workk th cit TALAVERA AIR CONDITONING & done. REFRIGERATION INC JORGE TALAVERA PRES PAYS PrECENED 650 SW 48 AVE MIAM M0EC?flY nx MIAMI FL 33134 cou.Ecmph 07/24/2008 68000000027 000175.00 RECEIPT 2009 FIRST -CLASS CE :;GU T*f -STATE. OF FLORIDA U.S. POSTAGE =Y7 =tR S SEPT. j0, 2009 PAID z ' ED AT v LACE OF BUSINESS .. t .' _ Mt, �I T f C J"W _ CHAPTER SA ART. 9 & 10 PERMIT NQ 231 ! 124303 -9 RENEWAL BUSINESS AME RECEIPT NO. 124303-9 . TALAVERA AIR CONDITONING & CC # 000014940 REFRIGERATION INC 650 SW 48 AVE 33134 MIAMI t'.11t47NER . s TALAVERA AIR COMB & REFRIG INC se : �W SPEC MECHANICAL CONTRACTOR WORKEI /S rHiS IS Q IL:` > 7 D 0AL 2USINESS T &X Acrs:'", IT zot,i;S L,;vY ' ,;:- DO NOT FORWARD OUNTYOrr< CITIES. ,u2t °EsI " ? '' TALAVERA AIR CONDITONING & HQL �'_^.i FRCYi:? ATIX G'. IEEE ,FQ s rcQ1IRLC P �.: S ' REFRIGERATION INC JORGE TALAVERA PRES 630 SW 48 AVE MIAMI FL 33134 07/24/2008 Ili f il l j jj pp j j) 000045000 8 Ili Il!!!i1}!l 111!JillI IIIII Il11lillf! if Is 1111!l 411I717t1I'vol SEE OTHER SIDE Aug 19 09 09:56a P TA"VERA AIR CONDITIONING & REFRIGERATION, INC. 650 SW 4e AVENUE MTAW FL 33134 TEL(305) 446 -0501— FAX(305) 442 -2406• Ceiiular(305) 3184531 FAX Date: / G / Number of pages including co er sheet: ?i To: l� • From: l Ref: Fax #: Fax #: 305 442 -2446 D Urgent Cl For your review 11 Reply ASAP ------ 83 Please comment r Aug 19 09 09:54a p Aug 19 09 09:31a P.1 Jorge Talavera 650 S.W. 481h Aven Talalvera Air Conditioning & Refrigerat Inc. Miami, Florida 33134 COMMERCIAL - INDUSTRIAL - RESIDENTIAL Tel: (305) 446 -0501 REPAIRS & INSTALLATIONS Fax {305) 442 - 2406 Cell: {305) 3 -6531 ?AAPnrSAt sasu lrIEOTo Aaa6YE DaYi 305- 3929081 10 atp p T JD NFMC 8084 N.W. 6 7TH ST '►' crrr tar r P cool : 3 A 3 A MI�1Mi, FLORIDA 33166 11643 N. E- 2ND PVENDE. HI S30BES. FL& aasrpp Paewrn. sauo Na Al1TllarilaED BM JOBPMOM 1616 harsby submh aP60lficatlo as and wrtimalas for: P80POSAL' OF INSTAuATION pF THE FOLLOWING: rUJUIt AND S fNG'11lqEEEtED ALMtINM STANDS DISCONNECT AND BE —COMM= WBIXR LASES 60r AND EXTEND. I l t ru}�ase )I omby to lurnish rraaterial and labor - complete in accerclance with ablove epeciti02110M. for the sum ot: SIX THOUSAND EZ=T 3ETDTDRED Ate,} 00/100 $ 6. SDO.00 Plan.. r b M mWe.alNlaM: �dvksfs f •� -�� 50$ DUE UPM COwE'YCLxWT OF JOB AND00 UPON COMFLETION OF JOB xu M U M l n s w u r c . Norar n'w at i s guararnead b bb fie sprealad Ad walk to b. caraplamd in ■ %oran. now r' 0rlll11400rcr notOatamasrdp10611aa. rkl rdk +. raIrnortlaosliontranabo *perg *d- AuMonzadalgoatur none involving *Xlra Cam wit be aaacuw 0rly upon wrinen 0rda*a. and wal ba=%a an ea rachaupeovera n erpovathaaatimataAl. apre0+ rcen tactxru0av�ponstriyaa. JtJ �r 01 OWY$ Csyend cur e0ntrw. f]wnar to carry fro. fwnadu ano aver necruau�, —r' zm me bo 30 A YS wtnarawn by us it nom• :: •:fid ,w hln tlay __.__. r te. _ .•:. � �D�i7I - The shove prices, speeidcm +ena +� a 11 and "110110 are ltaWfaclory ano are Wetly acpfaci. You firs Authorina S10hatura w to t1 0:11C warts sneclGad• %vment Wlllta rases asOtatl lnBa abOW. T aoea orneoepransa: G 5 Signaaur oR1PrtED 8Yt D01PHA' WOS ft4.w s TO/ TO 3`Ded JNId00a GIS38d 8806Z5E90E 6Z =60 68OZ/6L/80 Miami Shores Village Building Department au6 14 2009 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BYE (� Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305). 762.4949 BUILDING Permit Nc.. PERMIT APPLICATION Master Permit No. , '?`A ®..q r 3s P FBC 20 Permit Type ELECTRICAL�,� Owner's Name (Fee Simple Titleholder) Phone Owner « sAddress // 1 %� 10 � t City i �64, `U1 State t'Z Zip Tenant/Lessee Name Phone # Email f iM0J iM LV(tVA (!P Alt � l 1 f 64 Q Job Address (where the work is being done) 5 A:;, A ep ai�- City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name G reen l 1 +. Phone # 3m & 3(057 Contractor's Address 7 V 3t' City `h►aU_ a h State /– ( Zip 3 3 Qualifier Name . cm F16(Ar Phone # I . ," �'3Uc�(p57 Z. State Certificate or Registration No. � E 3 Q 23_ Certificate of Competency No. N f Contact Phone E -mail Grdf n lIL drC 0 q (, oQ U Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ r ' ) ,500 '6/ IAn r4F06t ewe, Type of Work: ❑Addition .�_, v, ❑Alteration El evp er ir/ ❑ Demolition Describe Work: {� n r r t14 . s LC D �' A , r x 7 t UN r � �S ► Submittal Fee $ Permit Fee $ ,4 1 m — nn CCF $ CO /CC $ Notary $ '�' Training /Education Fee $ O(' Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ i See Reverse side 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 CONDITIONERS, 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first in ection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection w' not be roved and a re- inspection fee will be charged. Si natu r g A Signature Owner or Agent L��e e� > Contractor The foregoing instrument was acknowledged before me this The foregoing in merit was acknowledged before me this day of Z , 20 by �'�n� N p.ynq day A s��" , 20 O�, by (�Q p$J�UC C� who is personally known t_ who has produced who is ersonally kno to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: LINDA S MITTS Notary Public - State of Florida • •'s My Comm. Expires Jun 16, 2013 AVIAN Pa Sign: Sign: MY COMMISSION Print: floedad National Aue. Print: N�17 My Commission Expires: :KKti. . iC, Zo1 'My Commission Expires ``L 3 1 701 APPROVED BY Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Q _ �_ O Inspection Number: I NSP- 122113 Permit Number: ELC -8 -09 -1362 Scheduled Inspection Date: October 13, 2009 Permit Type: Electrical - Commercial Inspector: Devaney, Michael Inspection Type: Final Owner: , BARRY UNIVERSITY Work Classification Addition /Alteration Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138 -0000 Phone Number Parcel Number 112136000005 Project: <NONE> Contractor: Building Department Comments RAISE ELECTRICAL PIPE BOXES, CHANGE DISCONNECT SWITCHES, INSTALL JUNTION BOXES, AND REMOVE ALL UNUSED ELECTRICAL PIPE, ALSO INTALL APROPIATES SUPPORT TO ALL ELECTRICAL PIPES Inspector Comments Passed EEr Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 09, 2009 For Inspections please call: (305)762 -4949 Page 7 of 20 BARRY Physical Plant 11300 NE 2nd Avenue UNIVERSITY Miami Shores, FL 33161 voice 305 - 899 -3785 fax 305 - 899 -3794 Division of Business and Finance August 12, 2009 Village of Miami Shores 10050 NE 2 nd Avenue Miami Shores, FL 33138 RE: Permit Authorization Letter To whom it may concern; Please allow this letter to serve an authorization for Green Light Electric Systems, Inc to pull an electrical permit on behalf of Barry University for the electrical repair work taking place on the Fine Arts re -roof project. If you have any questions, please feel free to contact me. $ ncer 1 (AAex acNamara Director of Facilities Barry University aTI' RECEIVED 08/12/2009 14:31 0411 GREEN LIGHTELECTRIC 4 1� 08/12/2009 14 :28 FAX 3058289283 WEST HOLIDAY INS 121002/003 .�}Ct7R CERTIFICATE OF LIABILITY INSURANCE DA 8/;2ro PRODUCER West Holiday Insurance THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 6905 W. 4th Ave_ ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR Hialeah, FL 33014 ALTER THE COVERAGE AFFORD BY THE POLICIES BELOW. Phone (305)82$ 5655 Fax (305)828-9283, INSURERS AFFORDING COVERAGE NAIC INSURED GREEN LIGHT ELECTRIC SYSTEM INSURERA: WESTURNWORLDINSURANCE 2620 West 79 St INSURER B: Hialeah, FL INSURER C: 33016- INSURER D: INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSW ADWL TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY6UN"noN ,Lift I DATE 18=0M DATE IM GENERAL LIABILITY t EACH OCCURRENCE _' 1 ,000,0 ® COMMERCIAL GENERAL LIABILITY NPP1171814 06/23/09 06123!10 i PREMISES s Fa'oocurence 60,000•00 MED EXP (AM one permn) 5, 000.00 A ❑ 013 CLAIMS MADE OCCUR PERSONAL & ADV INJURY 1,000,000,00 MIG 1 GENERAL AGGREGATE 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS -COMPIOPAGG 1,000,000.00 [� POLICY' ❑ PROJECT ❑ LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ❑ ANYAUTO (Ea' ALL OWNED AUTOS F1 ❑ SCHEDULED AUTOS BODIL IN JURY , ❑ HIRED AUTOS BODILY INJURY ❑ NON OWNED AUTOS (Per poddent) ❑ - - -- ._... �— PROPERTY DAMAGE i er GARAGE LIABILITY AUTO ONLY - EA ACCIDENT ❑ ❑ ANY AUTO OTHER THAN EA ACC -- AUTO ONLY: AGG EXCESSIUMBIRELLA LIABILITY EACH OCCURRENCE F-1 E] OCCUR ❑ CNAIMS MADE AGGREGATE - ❑ DEDUCTIBLE ` I ❑ RETENTION S } WORKERS COMPENSATION Aim -- - -.. EMPLOYERS' LIABILITY El ❑ ANY PROPRIETOR I PARTNER I EXECUTIVE E.L. EACH ACCIDENT OFFICER I MEMBER EXCLUDED? - ---- _. I' yes, describe under E.L. DISEASE- 'EAEMPLOYEE SPECIAL PROVISIONS below E.L: DISEASE - POLICY LIMIT OTHER — DESCRIPTION OF OPERATIONS I LOCAIMS I VEHICLES f EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CONSTRUCTION CERTIFICATE HOLDER CANCELLATION i SHOULD ANY OF THE ABOVE DESCRIBED POLKYES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WALL ENDEAVOR TO MAIL .MIAMI SHORES V14AGE 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO BUILDING DEPARTMENT THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NOOSLIGATION OR LIABILITY 10050 NE a NO AVE OF ANY KIN N THE INSURER, ITS AGENT'S OR REPRESENTATIVE& MIAMI SHORES,FL 33138 A NTATIVE ACORD 25 (2001/08) QF 0 ACORD C(}RP(}RATION 1988. City of Hialeah - Business License Division / 501 Palm Avenue, First Floor Hialeah, FI 33010 Method of Payment: Check Money Order Cashier's Cheek Cash (City Hall Only) Name: � �' Busine'ss`TaX , Receipt No. t d` Amount _._, Address: ,. `� Fiscal Year City - ST ZIP Type of Fee Type o Transfer Fee: Zon Ins Re e Flo yP I g o s o , 9 Y. (} New Fee (� ) Chnge of Ownership ( ) - Zoning Iaspee ( P Renewal Lice srr.Fee_.� ( )Change of Name 1, ( ) Delinquent Fee (} Change of Location ( ) Forfeit Fee ( ) Change of Location r ( y ) Car Release ( ) Temporary Business Fee The City of Hialeah acknowledges receipt ofpayment (as indicated above) and UPON APPROVAL OF FIRE AND ZONING INSPECTIONS, you will be issued an annual Business Tax Receipt. White- Division/Cashier Yellow- Customer Pink- Division ) censergCt i t020$.dbd r f