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925 NE 98 St (15)Inspection Number: INSP -11807 Inspection Date: 03/13/2006 Inspector: Grande, Claudio Owner: RODRIGUEZ, CLAUDIO Job Address: 925 98 Street NE Miami Shores Village, FL Project: <NONE> Contractor: Building Department Comments Friday, March 10, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -1463 Permit Type: Imported Permit Inspection Type: Fence Work Classification: <NONE> Phone Number Parcel Number 1132060143430 Lot: Page 2 of 2 Passed Inspector Comments # d -4 /W /0 ' TO .A�.V I A a r C 0 /? t67 45 ., -,..0 ' Faded 4 r-s, �� ��� Ce-4-7" __,t_ Correction Needed .i Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -11807 Inspection Date: 03/13/2006 Inspector: Grande, Claudio Owner: RODRIGUEZ, CLAUDIO Job Address: 925 98 Street NE Miami Shores Village, FL Project: <NONE> Contractor: Building Department Comments Friday, March 10, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -1463 Permit Type: Imported Permit Inspection Type: Fence Work Classification: <NONE> Phone Number Parcel Number 1132060143430 Lot: Page 2 of 2 CLAUDIO GO TO THIS HOUSE BEFORE YOU GO TO 945 NE 98 CLAUDIO RODRIGUEZ SAID HE WILL SHOW YOU BOTH PROPERTIES. Passed 11x 15 spector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until . ............................... Inspection. IE Inspection Date: 11/15/2006 Inspector: Grande, Claudio Owner: RODRIGUEZ, CLAUDIO Job Address: 925 98 Street NE Miami Shores Village, FL Project: <NONE> Contractor: Building Department Comments Tuesday, November 14, 2006 Inspection Worksheet Nov ENT'0 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1132060143430 Lot: Page 2 of 2 111111111111111111111111111111111111111111111 CFN 2004-R094-8695 DR Bk 22769 Ps 4671; (fps) RECORDED 10/27/2004 13:55:43 HARVEY RUVIN, CLERK. OF COURT � PERMIT NO�(i'q TAX FOLIO NO. LAST COUNTY? FLORIDA NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property ang street/address: Name and address: Amount of bond $ 6. Lender's name and address: Signature of Omer / Print Owner's Name C! / d v e Jo Sworn to and subscribed before me this Notary Pub Print No My co 123.01 -52 PAGE 4 8/02 n expires: 2. escription of i"� rov m ent: �. _ -� 4,io I� /�s 1' >�, z '' 3. Owner(s) name and address: 6 ✓ el; v 14 p Ar i SC-442.. 2, 2s it 9e 5 1 - , P-7,..,,: 5h--. x— . '- r -"7 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: Cv th G r 5. Surety: (Payment bond required by owner from contractor if any) V fc r: a 33 cY 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), 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 cified) p,1tY PG ,., �6 GEORGE A. HUSTUS • " " * COMMISSION # D0211517 %." SW EXPIRES JULY 6, 2007 repared by '2-SP ' • • I! 1 One ate Oa - 3 . 4 x14o ko'4 01.-/ jZY_o C L y.GY✓. a•-•1* . }- k. _ - 51- 3 iti Say t404 01-01. C Semi G ■•1 t Fv� r�ss +• 54e - 4, _ }3,. S•chusge 3 + � � /s kdA b 2_ l al b •�+`1 —59.3 NO ' x Sc: ma Sib 2'6 G'g u /404 oz_1o1(�,O`t Ca Mi dr■•■••:k. -L- vY a..f $. 4 sti.4- 1 sir • • U 4.5 `` 4.:- _ X59 -3 pp P uy" �QGt .•tijou _. ?a.,,f 4..4x63 NoA ,041 3 } 4509 1Io4 ii.s L9..o 4.54.4 - 513 asz 5 is K 6 ?� goo csL_! i2.`1,O3 4.54_4 _59_S .1- S Eo - _ 59,3 3- X Sc' rt oA o L _ G a se w , `•o �" brboarn iYP3q 4-54_3- i5 -% • • 4 6'oX 14 oz- Lo1G..Q4 Oo1's�:Kg � ?e - ? 54.E —59.3 1 h x S9/ NOA c5!_ 1 1 Z1.03 +5 4 4_4 ILO 31XSc2X 1-1 O,3 GaSP.w.�y + S 130 zax5c,/ NOA v1_112.9ev3 Ca5a.1,., �ht t +Sii #) o 1_}12q,U {- C a a,,,.. ,,, +_ S «„ � b G 1• g G s �Sti_ 5`1..3 41_0' c Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10/21/2004 Applicant: CLAUDIO Owner: RODRIGUEZ JOB ADDRESS: 925 NE 98 Contractor Local Phone: Parcel # 1132060143430 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -1341 RODRIGUEZ CLAUDIO ST Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 16 &17 BLK 80 LOT SIZE 100.000 X 103 Fees: FEE2004 -10355 FEE2004 -10356 FEE2004 -10358 FEE2004 -10359 FEE2004 -10360 FEE2004 -10361 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Code Enforcement Fine Total Fees: Amount $820.00 $5.40 $1.80 $20.50 $30.00 $100.00 $977.70 Total Fees: $977.70 Total Receipts: $0.00 i Permit Status: APPROVED Permit Expiration: 4/10/2005 Construction Value: $8,500.00 Work: REPLACE EXISTING DOORS WINDOWS DOUBLE FEE MASTER PERMIT BP03 -1692 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: PL2003 -295 Printed: 11/5/2003 Applicant: CLAUDIO RODRIGUEZ Owner: RODRIGUEZ CLAUDIO JOB ADDRESS: 925 NE 98 ST Contractor PLUMBERS ENTERPRISE Local Phone: 305 - 633 - 9994 Parcel # 1132060143430 Signed: (INSPECTOR) Plumbing Permit Contractor's Address: 2900 NW 33 AVE. Permit Status: APPROVED Permit Expiration: 4/26/2004 Construction Value: $2,100.00 Work: NEW KITCHEN & BATHROOMS Page 1 of 1 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 16 &17 BLK 80 LOT SIZE 100.000 X 103 Fees: Description Amount FEE2003 -6915 Building Fee $210.00 FEE2003 -6916 CCF $1.80 FEE2003 -6917 Scanning Fee $3.00 FEE2003 -6918 Technology Fee $5.25 FEE2003 -6919 Training and Education Fee $0.60 Total Fees: $220.65 Total Fees: $224,65 Total Receipts: WOO TOO NOV 19 PAID 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Date Type Insp'n Permit No. Name Address Company Phone # Inspection Date 5 1 Approved G MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 \` Building Inspection Request &r( mr9 apt 2- le)aa . k ecf 1 3 2 9 NE- 1053 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n d Permit No. P o3- Roqa e.0( Address 132Q. Iv 1O S Company V LS ton e r Name Phone # Inspection Date Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11 /5/2003 Applicant: CLAUDIO Owner: RODRIGUEZ JOB ADDRESS: 925 Contractor Local Phone: Parcel # 1132060143430 NE 98 Signed: (INSPECTOR) Signed: (Contractor or Builder) Building Permit Permit Number: BP2003 -1692 RODRIGUEZ CLAUDIO ST Contractor's Address: Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 16&17 BLK 80 LOT SIZE 100.000 X 103 Fees: FEE2003 -6920 FEE2003 -6921 FEE2003 -6922 FEE2003 -6923 FEE2003 -6924 FEE2003 -6925 Description Building Fee CCF Scanning Fee Notary Fee Training and Education Fee Technology Fee Total Fees: Amount $195.00 $4.20 $3.00 $5.00 $1.40 $4.87 $213.47 Total Fees: $213.47 Total Receipts: $0.00 5 3C18/ Permit Status: APPROVED Permit Expiration: 4/21/2004 Construction Value: $6,500.00 Work: KITCHEN CABINETS In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. BY: Page 1 of 1 NOV 19 PAID Date Type Insp' n ' C.50 OJ Permit No. (& gc ; Name Address Company V (5 CC 5 Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAG BUILDING DEPARTMENT 305- 795 -2204 Bujlding Inspection Request p_ol 4e, PAID BY YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT / NUMBER /5� 6 / L 1940 /O. al—t2 —t2 /f — — 1� 1/© i / C ? i 1941 D ‘°1- 3-//-97 '5 `A l, 4 ' i .. �..a 19 42 1 943 7 -e-°- /O•D /40 • 0 / — .2 / --- /C-43 -/i - 44 2 /_ Ar 4 J 2 /ST / / 37 7 6... /r / / / � / /K / � v . - ) 1944 - - � (/ or . 1945 ` Q U`. 49/ 4.e..6.- • /`.a.e.�oic. `' suk 4_ _ , 1946 A- t0 / fl 7 6 F V 1- Z e / ( N 1 1947 / / i - - s s3 77y 11 0 1948 1949 1950 /,,. /$ yg4 , f7 70 /.Z - J/ f �� 42 /' '/y /.. . 00 /. SZ X6.50 f d-U /a. 0 0 /1 t/ R -/r VI' 7 /G .2_ , 4- 4f I l.3 4 /4 0 . S• 5 /V7/ V if i, r• Ii `I ` LOCATION GARBAGE TAX RECORD 1925 N. E. 98th Street . , ,� -- - 925 M. t. 98th St. E by _ _rear annual ;ax period used amount paid date paid receipt A1. t • -Whyte / /9S i� . i -�� �� - � 2_L N° 1874 Approved use by occupancy Remarks. CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Miami Shores Village, Fla, r o i • 17 • Owner, Agent or Tenant of Building Lot ce 1 Block Subdi sion 11 •. Street Address 4 Ir - MTh ‘-- This Certificate of Occupancy is issuelPto the above named fot building at above named location only upon the express provision that the api abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and Wit k�cwn Zoning, Electrical, Plumbing and Building Ordinances of Miami Shore* Village the er9 construction, alteration or remodeling of buildings or structures. (1 1 +-I V 0 0 , TLX411P• / 7.4 = Goo 14 gc /Z -T3 = • ci Ita's)t,SSx ►, . ds /4 3 x /2., S' : ,Z O /4-'v gVro General -."_ �g , rah. o.r Mc. 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' ' , .I * ''''',. ‘k +.` -...44,* • ' 4; jt ' • u +. OWNER'S NAME HTLSON L. 'TTPx' PRESENT ADDRESS 'VT* 98th Street LICENSE NO. PHONE NO. 7-4902 JOB LOCATION (ST. OR AVE.) 925 NT 98th Street LOT 1 and 17 - BLOCK 80 SUBDIVISION MS Section #3 GENERAL CONTRACTOR Owner — Builder ADDRESS 'SEl'!ne PHONE NO. 7 -4902 LICENSE NO. None BUILDING PERMIT NO. 5935 DATE 12 /4/4 7 I PERMIT FEE $ 12.00 BUILDER'S BOND NO. None DATE ZONE REQUIREMENTS CU. FT. PLAN CUBE CU. FT. EST. COST $ 7500.00 DRAWINGS, SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY: S.) DATE 12/4/47 NEW CONSTRUCTION TYPE CBS STORIES 1 ROOF CONSTRUCTION Tile INTERIOR CONSTRUCTION REPAI RS DESCR IPTION ALTERATION DESCRIPTION X ADDITION Add1 tipn of MRster B r na storape room and misty& 7pneop l terations. Building Inspector SUBMITTED TO Pt'IR•P•teMY91901e1R1!) APPROVED 12/4/47 REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. ISSUED BY TO BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY FOUNDATION 12/13/47 S TEMPORARY SERVICE 5954 12/10/47 $ 1.00 BEAMS & LINTELS 1 t-} '°Bp $ 1.0u SEWER FRAM ING SOLAR HEATER S GAS _ S / $ INSPECTIONS FINAL BY RE- INSPECT BY RE- INSPECT BY ROUGHING CLEAN -UP GAS CONTRACTOR l• T'I' Plumbing CO PHONE / -0 433 II PERMIT NO. 1 DATE 12/22/47 FEE S 6. 50 ilt.11 NEW BLDG. ' I ALTERATION I ADDITION X REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE 5954 12/10/47 $ 1.00 SEPTIC TANK SuneS o �1 6049 y J an 2 4 $ 1.0u SEWER S SOLAR HEATER S GAS _ S / $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING 9 _ 6/_, GAS 12/11/47 74US �f 1/21/48 EWS MS SEWER -_ SEPTIC TA K FNMA :. " S SOLAR HEATER -_ /' FIXTURES FIXTURES & FIN I -� CONTRACTOR Gulf Rl Antri1 s1 Co. PHONE3 4113 PERMIT NO. 6 DATE /9/482 23/4 NEW BLDG. ALTERATION REPAIRS. SPECIAL PERMITS PERMIT NO. DATE FEE 77T y� TEMPORARY SERVICEGUL 5954 12/10/47 $ 1.00 H. W. HEATER CONN. $ RANGE CONN. S MOTORS S FIXTURE$ - S 1', ' $ INSPEC3' DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING 12/11/47 74US �f 1/21/48 EWS MS H. W. HEAT CONN RANGE CONN..\ i /' FIXTURES & FIN . • BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE BY OWNER'S NAME H.J. Eeagler PRESENT ADDRESS LICENSE NO. PHONE NOS JOB LOCATION (ST. OR AVE.) 925 H.E. 98th Street LOT 16•-17 BLOCK 80 SUBDIVISION Sect. 3 ti GENERAL CONTRACTOR � ikunnsll Ludwig Corp. ADDRESS PHONE NO. LICENSE NO. i .° 15385 BUILDING PERMIT NO. 11-4-53 DATE , 9.00 PERMIT FEE S l �1Z11 DER'S BOND V1V NO. DATE ZONE REQUIREMENTS CU. FT. 0,000 TAX VALUE PLAN CUBE CU. FT. 5,000 EST. COST S DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY DATE NEW CONSTRUCTION TYPE STORIES ROOF CONSTRUCTION INTERIOR CONSTRUCTION REPAIRS swimming po01 DESCRIPTION ALTERATION DESCRIPTION ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL REMARKS �'�` � -' / ^' / ! L � (( /, CERTIFICATE OF OCCUPANCY NO. I G 1 I 1 � ISSUED i 1 � .3� 1 F\ �(J � 1 BY i-> ��I TO `" a L"" BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE INSPECTIONS DATE PERMIT NO. I DATE RE- INSPECT BY RE- INSPECT BY FOUNDATION DATE qq BY ;7/ -_ S & LINTELS" ■ BEAMS , S SEWER FRAMING SOLAR HEATER 5 GAS $ $ INSPECTIONS FINAL BY RE- INSPECT BY RE- INSPECT BY ROUGHING CLEAN -UP GAS CONTRACTOR PHONE PERMIT NO. I DATE FEE S NEW BLDG. I ALTERATION I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE S SEPTIC TANK S SEWER S SOLAR HEATER 5 GAS $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING GAS e� Q c)•7i '3 A i ' , 1' SEWER SEPTIC TANK SOLAR HEATER FIXTURES CONTRACTOR QjzA.ik_ U`_).-e , PHONE PERMIT NO. I �4.^ DATE 1) q/' S FEE $ NEW BLDG. I ALTERATION 1 ADDITION ,°�� REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE S H. W. HEATER CONN. $ RANGE CONN. $ MOTORS $ FIXTURES $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING e� Q c)•7i '3 A i ' , 1' H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL BUILDING INSPECTIONS 3 PLUMBING PERMITS & INSPECTIONS ELECTRICAL PERMITS & INSPECTIONS APPROWSL TO IN)WER CO. FOR SERVICE DATE BY N° 1874 Approved use by occupancy CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Owner, Agent or Tenant of Building Lot 1 b - 11 Block D 3 Street Address Miami Shores Village, Fla , %. ( Subdi sion 4 Remarks. .-• -*ft-- This Certificate of Occupancy is issue�'to the above named 1..... for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the er ion, construction, alteration or remo4eling of buildings or structures. - b , 1 cit v IL.. 4 BUILDI DIVISION a 4 (j'I NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION TAX FOLIO NO. /l ©' ' 3 'Vo 95R296368 1995 JUL 25 12:49 PERMIT NO. 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 pro ert and street address: qa /2-c (1 Sr /ti;44fi ,G2Gr - ) FL.. 3 3/ 3y 2. Description of improve{rlent: ra,-Li l eh�i� Am; d u2_� 3. Owner(s) name and address: / NOr,' r, eloeh 1,pis 4 E g 57 N. ...tharesl 33!h• Interest in property: Name and address of fee simple titleholder: 4. Contractor's n e and adds: Signature of Owner Print Owner's Name Sworn to and subsc Notary Public Print Notary's Name My Commission' Expire 123.01.112 7/94 PAGE 3 r 5 C <1 r/ a-C 9- 3 t /794 ShorcS 1 3/3 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond: $ 6. Lender's name and address' 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and address' 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as pro- vided in Section 713.13(1)(b), 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 in specified) a' 'l • ,1'a ed before me this 9/ day 919 93 • rF CIAL NOTARY SEAL NOTARY PUBLIC STATE OF FLORIDA MY MISSION EXP. FEB. 1 O 18,1997 Prepared b . At Address. S TS f7. f Aar rf ) p/ 33/ 3r. Job Address: 5 I 1 9S APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II MORTAR OR ADHESIVE SET TILE SYSTEMS 1. General 2. Documentation Contractor: The information provided in this Section is required to confirm Product Control Approval of the proposed tile system assembly; confirm compliance with the wind load requirements of Chapter 23 of the South Florida Building Code (SFBC); and confirm compliance with Sections 3403.5 and 3404 of the South Florida Building Code. The following documents are required for submission with the Uniform Building Permit application: ► Two (2) copies of the proposed tile system assembly's and associated roofing component's Product Control Approval(s). ► One (1) copy of the tile system assembly and/or roofing component(s) manufacturer's published application instructions and literature. 019-en 61-Wt ► All documents attached herein, filled out and completed in full. 3. Project Information Check one of the following: O ew Construction Re -Roof Note: Mortar or adhesive set tile systems are not acceptable as recover applications. 12301-158 Mortar or Adhesive Set Tile Systems Page -1 Is the deck solid ed? (circle 'yes' or 'no') no - Deck Type (check one of the following): ❑ Nominal 'h" Plywood (for re -roof only) •D / ?N ominal ' / Plywood Wood Plank O Other (fill in) Roof Pitch (fill in): 3 " : 12" Process No. Note: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 71/2":12 ". Mortar or adhesive set tile applied at a pitch greater than 5 ":12" and less than or equal to 7 ":12" shall have the first three courses of tile nailed with not less than one nail per tile. As an alternate, the first three courses of tile may be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than ' /," which is mechanically attached to the sheathing with not less than one nail per 2 ft Circle 'ves' or 'no' for each of the following: Have you attached two copies of the tile system manufacturer's Product Contro pp al for the proposed tile system? no Have you attached a copy of the tile system assembly and/or roofing component(s) manufacturer's published, application instructions and •.pit , literature no Is the propos erlayment approved for use with this tile system assembly yes no Job Address: Contractor: Project Information (continued): If the proposed undcrlayment is self - adhered, have you complied with the venting requirements of Section 2913.3 (b), (c) and (d) of the South Florida Buildi e? yes I no N/A Are all related assembly? ssories approved for use with this tile system no Are the proposed edge metal attachment fasteners in compliance with the requ of the South Florida Building Code (minimum 12 ga. annular . nk, corrossion reisistant nails)? no 4. The Tile System Assembly: The following information is required to confirm compliance with Subsections 3403.5(a) and (c) and Section 3404 of the South Florida Building Code. Tile: Tile Name: Manufacturer: Goy-« C.mw61 CO-44 Tile Material: ❑ Clay 'V ❑ Concrete Other: Product Control Approval Number: q 1 ?P/- vt..) Mortar or Adhesive: Check one of the following which apply to the. proposed tile securement for use with the proposed tile system assembly: Mortar or Adhesive Set Tile Systems Page - 2 Process No. /Mortar: Manufacturer: Mixing Ratio: ❑ Adhesive: Type: Manufacturer: I I to 4.a Sydll 6�J Tile Fasteners (for first three courses if roof pitch exceeds 5 ":12" and is less than or equal to 7":12"1: Check one of the following which apply to the proposed tile fasteners (for the first three courses) for use with the proposed tile system assembly: ❑ Minimum 12 ga. galvanized roofing nail: ❑ N/A Length: Other: Type: Length: it Note: All tiles shall be installed in compliance with the provisions set forth in the tile system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subsections 3403.5(c) and 3404.2 of the South Florida Building Code. Tile fasteners in the first three courses (if applicible) shall be of sufficient length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of / ", whichever is less. Underlayment: The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Code. Job Address: Underlayment (continued): Check all of the following which apply to the proposed underlayment for use with the proposed tile system assembly: ❑ ASTM #30 asphalt saturated felt with: Manufacturer: ❑ ASTM #15 asphalt saturated felt with: Manufacturer: ❑ Mineral Surfaced Roll Roofing with: Manufacturer: ❑ Other: Type: Manufacturer: n E ' N1A Underlayment Fasteners (if applicable): Check one of the following which apply to the proposed underlayment attachment: 62 Minimum 12 ga. electro - galvanized roofing nail with minimum 32 ga. x 1'4" tin cap Length: Manufacturer: ❑ Other: Type: Length: Manufacturer: 0) ❑ 19" overlap ❑ 6" overlap O 4" overlap O 19" overlap O 6" overlap O 4" overlap Contractor: Mortar or Adhesive Set Tile Systems Page - 3 Spacing (per tile system assembly Product Control Approval): Field: " o.c. Laps: ( " o.c. O 19" overlap O 6" overlap 5. Related Accessories: O 4" overlap /nn/ Edge Metal (refer to Section 3408.2 of the South Florida Building Code): Type: �Q' P dA,L Dimensions: c2 2 Gauge or Thickness: Finish: ❑ Cold Adhesive: Type: Manufacturer: ❑ Flashing Cement: Type: Manufacturer: Process No. Note: All edge metal shall be nailed on the flange and nailed or clipped at the face in compliance with the provisions set forth in Dade County Protocol PA 111, marked Appendix 'U' in the South Florida Building Code. Adhesives (check one of the following): Job Address: az.J 1/) `1 Contractor: Process No. Adhesives (continued): Additional Notes: Note: Application of adhesives shall be in compliance with the Roofing Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(e)(4)(cc) of the South Florida Building Code. Ventilation System (check one or more of the following): The following information is required to confirm compliance with Subsection 3401.4(e) of the South Florida Building Code. ❑ Ridge: Type 1 In Size 1 in2 NJ Soffit: Typet,()V1 11 J Size in Note: If underlayment is comprised of a self - adhered membrane, both soffit and ridge ventilation systems are required, unless a base sheet is applied as an anchor sheet below the self - adhered underlayment. Note: The Tile System Assembly shall be installed in strict compliance with the application instructions enumerated in the Product Control Approval. A permit shall be issued for application of the specified Tile System Assembly only. Any change to the specified Tile System Assembly shall require submission of a revised SECTION II with a copy of SECTION I, noting the permit number issued. Mortar or Adhesive Set Tile Systems Page - 4 t Address: Ridge Venting: ( applicable ) GIA in Oil r D yp e:k: woo A (IAA Thicknees St S lt Underlayment: W-3 4t2 Underlayment \ 11 4 Fastener: /— Contractor: O lo.PAL4AA, Roof Pitch 12" DETAIL #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 5 Tile: •F( Process No. FILL IN APPLICABLE ROOFING COMPONENTS WI IICI I MAKE UP TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SHOWN ON THIS PAGE. (Where Roofing Componcnt not uscd in Tile System Assembly, fill in with "N/A". ) Head Lap Dimension: " (minimum 2' unless otherwise rpecified in tht tile rylie71 assembly Product Control 9 Adhesive: :3.e)v144,A Couct-Pli I" Tile Fastener: 1\1 Bird Stop: PI ik ( if applicable ) Edge Metal 1 A or Gutter: 1.3 or Proposed Venting: e s-14. Edge Metal or ter Fastener: AI Job Address: Contractor: 06114,11)V Ridge Height: ve Height: Roof Mean Height 12- feet feet IQiLleet BUILDING INFORMATION #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 6 Ground Level Process No. Insert Building Ridge Height, Eave Height and Roof Mean Height. Also insert applicable information pertaining to the building below. ( See ASCE 7-88 Fact Sheet Attached ) Exposurc Category: � Classification Category: �1 At I lurricancc Occanlinc?: _ Y ALN Basic Wind Speed at Building Location: 1 10 mph Building Condition based on % of openings: (See Table 9 ofASCE 7 -88) Job Address: q25 -c-qs c ( Contractor: Ib 3 3 2Y )r Sketch Roof Plan, indicating all dimensions, slopes and any roof top equipment. Also insert variable labeled "a" which rcprcscnts perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached) NI BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 7 Process No. Job Address: The undersigned certifies that the Mortar or Adhesive Set Tile System Assembly is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF DADE Before me this day personally appeared C 'f YV\ DbanO who, being first duly sworn, deposes and says that all information submitted herein is true and correct. q� n 31 Syorn to and subscribed before_ me thia th day of Licensed Contractor / Owner Signature Notary Public State of Florida Contractor: Mortar or Adhesive Set Tile Systems Page - 8 pla in /�- Process No. Coma Cast Corporation 4383 Southwest 70th Court _ Miami, Florida 33155 0UILDINO CODE COMPLIANCE DEPARTMENT SUITE 1ctn METRO -DADE FLAOLER BULL0440 440 WEFT FLADLER STREET MIAMI, FLORIDA 33130-1583 - - post 276.z901 PRODI1CT CONTROI, NOTICE OF ACCEPTANCE, FAX I ' Your application for Product Approval of Coma Cast, Cm r..rntion. Mortar nr Adhesive Set. Concrete "romatlIcM F7aLiLoofne Tile under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials end Types of Construction. and completely described in the plans, specifications mid calculations as submitted by tiedland Technologies, The Center for Applied Engineering, Inc., and Testweil Craig Laboratories & Consultants, lac. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County. Florida under the specific and standard conditions set forth herein. lire approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a Product or material at any time for a jobsite or manufacturer plant for quality control luting. If Product or material fail to perform in t:re approved moaner, the Code Compliance Department may revoke, modify of suspend the use of such product or material immediately. The Duilding Code Compliance Department reserves the right to require luting of this product or material should any amendments to the South Florida Duildiug Code be enacted affecting this product or material. The expense of such toting will be incurred by the Manufacturer. PRODUCT NO.: ACCEPTANCE NO.: 94- 122j.05 EXP IRES: DEC 2 7 1991 APPROVED: METROPOLITAN DADE COUNTY. FLORIDA • ML-TTIO.OADE FLAGLER BUILDING ul Rodriguez Produel Control Division Supervisor - PLEASE NOTE - THIS IS TITE COVEItSIiEET. SEE ADDmONAL PACES FOR SPECIFIC AND GENERAL CONDITIONS. UUiLDINC CODE COMMITTEE Charles Danger, P.E., Directo Building Code Compliance Department Metropolitan Dade County OEC 27 1994 • This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under !t:c conditions set forth above. Apr cant' Coma Cast Corporation 4383 Southwest 70th Court Miami, FL 33155 C'atcFnty• Stth- Category. Sttb -T. vp4: P RODUCT CONTROL NOTICE OF ACCEPTANCE ROOFiNG SYSTEM APPROVAL Prepared Roofing Tile Mortar Set/Adhesive Set Concrete System Description Contact: Mike Arronte President Coma Cast Corporation 4383 Southwest 70th Court Miami, FL 33155 (305) 665-3664 Product Control No.: 94 I ?7? 05 Approval Date: Expiration Date: DEC 7 7 1994 FP. ? 7 1997 Coma Cast Corporation, located in Miami, Florida, is a manufacturer of cement roof tile for mortar or adhesive set applications This Product Control Apnmval relates to Coma Cast's "Cnmltilek) Flat" tile pmfilc. Refer to appropriate Pmduct Contml Approvals for other tile pmfilcs All profiles have matching trim pieces used for rake hip, ridge hip, and valley terminations and are available in a smooth or broornsvept surface texture. These accessories are manufactured for all profiles and form a part of this Product Control Approval. Coma Cast's "Comatile® Flat" roof tile has been tested in compliance with the South Florida Building Code requirements for concrete, mortar or adhesive set tile applications. The minimum roof slope for Coma Cast's "Comatite® Flat" mortar or adhesive sec tiles shall be 2 ":12 ". See the "Profile Drawing" section in this approval for the "Comatite® Flat" profile drawing. The Coma Cast "Comatilee Flat" tile profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in Tables 1 through 3 of this approval. Prodsrt Dimensions Comatilee Fht Tile 1- 16' w 'i; thick Trim Pierces _ 1- varies tr - varies varying thickness TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED DY APPLICANT Test Specifications PA 112 PA 112 Accessory trim, conadc roof pieces for use at hips, rases, ridges and valley terminations_ Manufactured for each tile profile. 2 „ : Rodriguez Product. Control No.: 9 4 -172 05 Product I2e•erip (fon Flat, interlocking, extruded concrete roof tile. For mortar set or adhesive set applications. • Product a3-3 Felt =43 Coated Base Sheet Mineral Surface Cep Slset Lcnzingtex -ZB 140 U4dcrlayment S3inproof 11 ice and Water Shield Mopping Asphalt Flashing Cement TRADE NAMES OF PRODUCTS MANUFACTURED OTIIERS Dimensions N/A N/A NIA 59' x 164' roll 22 lbsroll 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll N/A N/A Test Snrclflcttlons ASTM D 226 type I I ASTM D 2626 . Saturated and coated organic base shed for single or double ply underlaymenL ASTM D 249 PA 104 PA 104 ASTM D 312 type III or IV ASTM D 4586 Raul Rodriguez Product Control No.: S4 -l Product Description manstfactu Saturated organic felt generic to be used as a nailed anchor sheet. Mineral surfaced asphalt roll roort g for use as a top ply in a double ply underlayment system. Single ply, nail -on underlayment. Asphalt for bonding a mineral surface ra to a mech. attached base sheet in a double ply underlayment system. Cut back, asphalt based, asbestos free, fiber reinforced, vowel grade cement for repair and flashing applications. 3 ,2-/ generic generic Lenzing Performance, PCA 094 -0521 Single ply, nail -on Protect -O -Wrap underlayment with 2" PCA x194 -071. self - adhering top edge. PA 103 Self- adhering W.R. Grace ( underlayment f o r use PCA 1 1 1 11( as a top ply in a two ply underlayment system with approved 030 or #43 as the base layer. generic generic prndurf Asphalt Primer Roofing Nails Tin Caps Tile Nails Roof Tile Mortar ('TtleTiteT" Roof Tile Mortar ('Quikrete® Roof Tile Mortar a{ 1140') Roof Tile Mortar ('BONSAL,d> Roof Tile Mortar Mix') Roof Tile Adhesive (Polyproe A H 160) Valley FIa_s -ping Dlmen'tnns N/A min. 12 ga. with '/ head min. 32 ga. o.d. max. 2" o.d. ntn.Sdz21S "or etin. l Od x 3' NrA N/A NIA NIA min. 26 ga. min. 16" width Tcst Cnrclffcatinnt ASTM D 41 PA 114 Appendix E PA 114 Appendix E PA 114 Appendix E PA 123 PA 123 PA 123 PA 110 ASTM A 525 4 Raul Rodriguez Product Control No.: Qaj as Product Descriotfo.n Cut back, asphalt based coating used to facilitate bonding of dissimilar materials. Annular ring shank, hot dipped, electro or mechanically galv. roofing nails for use in underlayment attachment. Corrosion resistant circular disc for use in underlayment attachment Corrosion resistant, screw or smooth shank nails for additional attachment of tile at cave tile courses. Prepared mortar mix designed for mortar set roof the applications. Prepared mortar mix designed for mortar set roof the applications. Prepared mortar mix designed for mortar set roof tile applications. Adhesive designed for use in roof tile applications. Galvanized steel valley flashing Manufarurct generic generic generic generic Bermuda Roof Company, Inc. PCA #94- 0614.01 Quikrete Constr ctio Products PCA #94- 0808.01 W.R. Bonsai Co. PCA #94- 0628.03 ?olyfoam Products. Inc. PCA# 94.0401.01 generic prndttct Drip Edge Dimernlott5 min. 25 ga. min. 2' fact flange min. 2" deck flange Test • F firati o of PA 111 5 f , • �� -1 '1:ju1 Rodriguez Product Control No.: . 04 Product pcscriptinn Galvanized steel drip edge • ( MatrufrrcLc gcr.Gric Test A 2enev The Center fcr Applied Engineering. Inc. The Center fee Applied Engineering, Inc Redland Tec.nologies Testwell Craig Laboratories do Consul tarns, Inc. 94 -060A P0631 -01 Lab #: YF -I Tech: G. Suarez TEST RE PO a rs Test Identifier 94 -084 6 out Rodriguez Test NamrrRep.rt Static Uplift Truing PA 101 (Mortar Sct) Static Uplift Testing PA 101 (Adhesive Set) Wind Tunnel Testing PA 102 (N,ortar Set) Physical Properties PA 112 Product Control No. v4.172" 01 Daft: May 1994 March. 1994 July 1994 July, 1994 Deck Type: Deck Description: SYSTEM D: Slope Range: SYSTEMS Wood, Non - insulated New construction " / „” or greater plywood or wood plank. Mortar or Adhesive Set Application . Product Control No.; 04 - I22i0.'_` 2 ":12" to 7 ": ! 2" Note: System D R only acceptable in {his stops range. Underlay men t: Install choice of approved underlayment system, noted on Page 1 of Dade County Protocol PA 120. in compliance with Section 3.02 of PA 120. Sec System Limitation #6. Roofing Tile: Comments: Install tile in compliance with PA 120 using one of the approved mortars or adhesives noted in this approval. Mortar or adhesive shall be applied in compliance with the mortar manufacturer's Roofing Component Product Control Approval. The mortar or adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. The mortar and adhesive attachment data is noted in Table 3, attached. 1. For re -roof applications, " / „” plywood is sn acceptable substrate. 2. For mortar set applications, the first three courses of tle shall be nailed with not less than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not Less than '1," which is mechanically attached to the deck with not less than one roofing nail every 1 fi For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile. 7 Raul Rodriguez SYSTEM LIMITATIONS Product Control No.: 94-1222125_ The standard minimum roof pitch for Coma Cast "Comatile® Flat" mortar set or adhesive set tile applications is 2" rise in 12" run (2 ":12 "). The maximum roof pitch for mortar set or adhesive set tile applications is 7" rise in 12" run (7 ":12 "). Coma Cast's "Comatile® Flat" tile profile has not been tested for nail -on applications, therefore, System A (Counter- Batten Nail -On Application), System B (Direct Deck Nail -On Application) and System C (Horizontal Batten Nail -On Application) do not form part of this approval. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. Mortar set or adhesive set tile shall be attached using an approved mortar or tile adhesive noted in this approval, the data of which is noted in Table 3 of this Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar or adhesive over a single layer of tninimum 12 ga. wire mesh with square openings of not less than '1 which is mechanically attached to t!te deck with not less than one roofing nail every } ft'. For roof pitches from 6 ":12" to 7 ":12 every third tile of every fifth course. beginning at the eighth course, shall be nailed with not less than one nail per tile. • 5. For mortar set or adhesive set tile applications, a field static uplift tut by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be required not less than 30 days after application to confirm tile adhesion. The results of this testing shall be reported to the Building Official and the installer stating that the application has passed or failed PA 106 testing. If the application fails PA 106 testing, the report shall state which portion of the lest was failed; Category 1 (examination for loose tilt) or Category 2 (uplift testing of tile). Subsequent to testing, the installer may repair not more than 5% of field area tiles and 10% of perimeter area (i.e. ridge/rake) tile with approved tile adhesive. The installer shall place an identifiable marking on each repaired tile for future reference. Any PA 106 re -test shall not include any marked tile. 6. For mortar or adhesive set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch prior to June 1, 1995 unless stated otherwise by the material manufacturer. Thereafter. 30/90 underlayment systems shall be installed parallel to the roof pitch in compliance with Appendix 'A' of Dade County Protocol PA 120. 7. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 8. The Coma Cast "Comatilee Flat" tile profile has been tested for both wind characteristics and static uplift performance. therefore, attachment calculations for installation in compliancc with Dade County Protocol PA 115 or PA 127 shall be done as a'Moment Based System' 8 Raul Rodriguez SYSTEM LIMITATIONS (CONTINUED) Product Control No.: 5!, 9. Applications for roofing permits shall include a completed Section 11 of the Uniform Bui' Permit, a copy of Coma Cast Roof Tile's current specifications and details, a copy of this Pro Control Approval and a copy of the Product Control Approval of any Roofing Component us: the proposed tile application. Reference shall be made to appropriate data for the required rating. 10. The applicant shall retain the services of a Dade County certified testing laboratory to mai quality control in compliance with the South Florida Building Code and related protocols. San taken shall be in compliance with Dade County Protocol PA 112, Appendix 'A'. I I. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the S Florida Building Code. 9 Raul Rodriguez Table 2: Restoring Moments due to Gravity - M, (ft-Ibf) from PA 101 Testing Tile Profile 3 ":12' 4 ":12' 5':12' 6 ":12' 7 ":12" or greater Comatilee Flat Tae 5.06 4.98 4.89 4.75 N/A DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 44 - 17 7 7 05 Table 1: Aerodynamic Multipliers - X (ft') from PA 108 Testing Tile Profile ComaUTe® Flat Tile (ft') Batten Application N/A X (ft') Direct Deck Application 0.24 Table 4: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) from PA 101 Testing Tile Profile Comatile& Flat Tile Tile Application Mortar Set Adhesive Set Attachment Resistance 39.00 118.90 10 Raul Rodriguez 7. t r. t a • a METnOPOLITAN DADE COUNTY. FLORIDA METRO -DARE FLAGLER BUILDING. oLotolUO CODE COLIWANEE DEPARTMENT SUITE Ifo7 METRO -DADE FLAMER BUILDING 140 WEST FI AOLER STREET 1tuL0. FlORtOA 77t7o -15e7 pos) 076-2901 RAX p05) 776200a considered after a new application has been filed and the supporting (10) years. have been re- evaluated or the seal, signature and date of an engineer registered in the State of teriats, use, or manufacture of the product or process shall automatically or approval is granted for revisions or change. f this product or process or a change in Code provisions shall be grounds as an endorsement of any product for sales or advertising purposes. preceded by the words Dade County. Florida, and followed by the k advertising lit.rature. If any portion of the Notice of Acceptance is its entirety. c required for permit applications, shall be provided to the applicant by rs unless otherwise noted in the Notice of Acceptance. The prints need rd Conditions sha:I be cause for txtnination (tithe Approval. r provals. 1 au? Rodriguez Product Control Division Supervisor Underlook Butt F LAT CCar - r e TILE 3/8" TAleknt.t FLAT SMOOTH Head • Overtook PROFILE DRA\v1rvC COMIATILE® FLAT TILE i Raul Rodriguez Product Control No.: 0:. ??2 QS Minimum measurements 7 /6" ' UJ ql cn Ch lrl pit iT iT • r �l — I 2 • rat rq 0 0 r7 1> rp Job Addressq25 fi "POI gs-r Contracto APPENDIX 'E' GENERAL: Type of Roof System Assembly to be Applied: 4th b-Yo ‘ Manufacturer of Roof System Assembly: G � Product Control Approval Number: q :03 . 4Eo System Number from Product Control Approval: (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) 123.01 -166 9/94 ( Note: If a minimum roof system is to be applied, describe all components within the system and List the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) Base Sheet: Fasteners: rocess No. METRO -DADE UNIFORM BUILDING PERMIT SECTION 11 BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS Ply Sheet(s): Cap Sheet: Asphalt: ( Note: No insulation system is acceptable under the minimum roof category. ) Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Page -1 Job Address: ContractorQ ( Process No. Job Address aS/� � Contracto ( Check one of the following ) Recover Re-roof: If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: (If 'yes', attach ASTM E907 test report. ) Proposed Fastener: (Attach withdrawal resistance test report. ) Has the deck been examined for moisture ?: (Provide data confirming compliance with Section 3401.9(c) . ) THE SYSTEM: All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: Deck: ( Briefly describe ) Insulation: ( Type, size and method of attachment, if applicable ) Base Sheet or Ply: ( Type and method of attachment ) Ply Sheet(s): ( Type and method of attachment ) 51 New Construction wood Y ✓ N - r - c• 4041.6 base ,as2.1tA - 40-A, yu- Built -Up Applications and Modified Bitumen Systems Page -2 N Y N Reviewed Field Test Data ?: Notes: Additional Notes: Built -Up Applications and Modified Bitumen Systems Page -11 Process No. Y N Plan Examiner Job Address: 7�� "/ Contracto&b V1, Process No. — FOR PLAN EXAMINER USE ONLY — Roof System Assembly Product Control Approved: Y N If NO, note any deficiencies: Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Reviewed Details ?: Y N Notes: Job Addressg2.6 n C� Contractor D Top Ply: (Type and method oj attachment ) Surfacing: (Type, if applicable ) Flashing Materials: ( Type and method of attachment ) — A cZ-1/411orVD4 }�o + Pew g2tbiudiel Built -Up Applications and Modified Bitumen Systems Page -10 Built -Up Applications and Modified Bitumen Systems Page -3 ocess No. Job Address n Sr Contractor, Process No. 1 inches inches FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) .1� Surfacing: (briefly describe. ((applicable ) Top Ply: (AIM C V 01 c Bonding Material: Ply Sheet(s): Bonding Materi • : (� , � t Fastener: (if bait sheet mech. ataached Base S et:#F�S (: Bonding Material: (ifbases eetbonded) Fastener: (if top insulation ) mech. attached) Top Insulation Layer: ( ((applicable) Bonding Material (if top tn.mlation layer bonded ) Fastener: (if insulation mech. attached) Insulation: Primer (ifapplaabty On Bonding Material: ( if insulation bonded) , / ` Vapor Retarde (ifapphcable) DECK: Type: 11 OC• 0 Type: X W Gage or Thickness: ■ Density. if concrete deck: Built -Up Applications and Modified Bitumen Systems Page -4 • Job Addres . -r --- Contracto Process No. Insert Building and Parapet Heights. (If no Parapet exists, insert "N/A") Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attgjhed ) Exposure Category: Classification Category: At Hurricane Oceanline ?: Basic Wind Speed at Building Location: Building Condition based o % of Openings: — / 110 mph GROUND LEVEL '►I feet feet BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page -8 Job Address 25 S ,, Contracto PERIMETER DETAIL #1: Parapet Wall Detail Coping Cap Gage: Fastener Spacing: _ o.c. Clip Type: Clip Gage: Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page -5 Job Addressa $ r) e"L S ContractorQ6 yl ( )}- • Process No. PERIMETER DETAIL #3: Gravel Stop or Drip Edge Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gravel Sjgqp�rip Edge Gage: di‘ Fastener Spacing: 4 o.c. Clip Type: pi A Clip Gage: to) A M r\ff Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gutter Type: Gutter Gage: Fastener Spacing: Deck Type: PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 Job Address.ZQ Eq '1 Contractor Process No. PERIMETER DETAIL #5: 'Other' Detail Sketch Roofing Components which make up Roof System Assembly at any'other' Perimeter Condition which may eirisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. iu/A Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment ,LA PERIMETER DETAIL #6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page -7 Job Address: My commission expire w The undersigned certifies that the System Assembly is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF DADE Before me this day personally appeared '(J M r"" who, being first duly sworn, deposes and says that all information submitted herein is true and correct. Licensed Contractor / Owner Signature Swo to and subscribed ' efore me, thi_ O th day of 1 Notary Pu. tic State of Florida Contractor: 18r_9®tivgcscm jvaa Page - 8 Process No. GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 METROPOLITAN DADE COUNTY, PLORIDA METRO -DADE ELAGLEfi BUILDING UUILDINQ CODE COMPLIANCE DE "ARTMENT SUITE 1003 METRO -DADE FLAMER BUILDING 140 WEST FLAOLER STREET MIAMI, FLORIDA 33130.1503 PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (305) 37 5.2900 Your application for Product Approval of GAF Materials Corporation Modified Bitumen Roof Systems under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted by Construction Research Laboratory, Inc., Factory Mutual Research Corporation, South Florida Test Service, Underwriters Laboratories, Inc. and Dynatech Engineering, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be -valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify er suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. PRODUCT NO. : ACCEPTANCE NO.: 95- 0330.06 EXPIRES: NOV 1 igg7 aul Rodriguez Product Control Division Supervisor - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code. Committee to be used in Dade Cour,RFlorida under the conditions set forth above.. APPROVED: MAY . 1995 - •�av aarles Danger, P.E., Director Building Code Compliance Department Metropolitan Dade County Contact: William J. Woodring Director of Technical Services (201) 628 -3000 2 Raul Rodriguez Product Control No.: 95- 0330.06 Insulation Types: Fibrous glass Perlite Fiberboard Polyisocyanurate Expanded polystyrene (EPS) Polyisocyanurate Composite Board Maximum Design Pressures Material Design Pressure Wood -60 psf Steel -75 psf Concrete -248 psf Lightweight Concrete -45 psf Poured Gypsum -45 psf Maximum Fire Classification Material Classification Wood Class A Steel Class A Concrete Class A Lightweight Concrete Class A Poured Gypsum Class A Product Control No.: 95 0330.06 Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory or other approved testing agency listing directory for Fire Classifications. 3 Raul Rodriguez Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Category: Sub - Category: Type: Sub -Type: SYSTEMS PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Membrane Roofing System Built -up Roofing Modified Bitumen SBS, APP Product Control No.: Approval Date: Expiration Date: GAF provides warranted systems over various insulated and non - insulated substrates, can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Underwriters Laboratories. GAF modified bitumen membranes have been tested in ASTM D 5147 test requirements. 95- 0330.06 MAY 0 4 1 995 NOV 1 0 1997 System Description GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. copies of which Application and Corporation and compliance with Product Ruberoid® Torch Smooth Ruberoid® Torch Plus (Granule) Ruberoid® Torch Granule Ruberoid® Torch FR Ruberoid® Mop Plus (Granule) Ruberoid® Mop Granule Ruberoid® Mop FR Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Dimensions 1 sq. roll 87 lbs. '/4 sq. roll 93 Ib. roll 1 sq. roll 102 lb. roll 3/4 sq. roll 90 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. 1.5 sq. roll 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. Ruberoid® Mop 170 FR 1 sq. roll 103 lbs. Test Specification Product Control No.: 95- 0330.06 Product Description ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire- retardant, polymer modified asphalt surfaced with mineral granules. ASTM D 5147 SBS modified asphalt base sheet reinforce with a glass fiber mat. ASTM D 5147 Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non woven fiberglass mat coated with fire retardant, polymer modified asphalt surfaced and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with min al gr,nu 4 Raul Rodriguez Product GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks. Dimensions 3'x36" 69 lb. roll GAFGLAS® 3' x 36" Stratavent® (Vent Ply) 69 lb. roll Perforated GAFGLAS Ply 6® GAFGLAS Ply 4 GAFGLAS #75® 3' x 108' 75 lb. roll 3' x 180' 45 lb. roll 3' x 180' 40 lb. roll GAFGLAS® 3' x 36' Mineral Surfaced 76 lb. roll Cap Sheet GAF Materials Corporation Asphalt Concrete Primer GAF Materials Corporation Fibered Aluminum 5, 55 gallons GAF Materials 5 gallons Corporation WeatherCoat® Emulsion GAF Materials 1, 5 gallons Corporation Jetblak All Weather Plastic Cement Test Specification ASTM D 4897 D 3672 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 5 Raul Rodriguez Product Control No.: 95 0330.06 Product Description Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D 4897 Fiber glass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating. ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. Product GAF Materials Corporation Jetblak Flashtite® Cement GAF Materials Corporation Plastic Cement GAF Materials Corporation Mineral Shield® Granules GAFTEMP® Isotherm R GAFTEMP® Composite various GAFTEMP® Permalite various GAFTEMP® Fiberboard various GAFTEMP® High Density Fiberboard GAFTITE® #12 Standard Roofing Fastener GAFTITE® #14 Heavy Duty Roofing Fastener NTB Fasteners GAFTITE® Base Sheet PA 114 Fastener and Plate Galvalume Plates 3" and 3 'A" PA 114 Polypropylene Plates 3" and 3 %" PA 114 Test Product Dimensions Specification Description 1, 5, 53 gallons ASTM D 4586 Asphalt flashing cement. Product Control No.: 95 0330.06 1, 5, 53 gallons ASTM D 4586 Trowel grade, asphalt plastic cement. various various Granules for surfacing of exposed asphalt, cold process or emulsion. PA 110 Polyisocyanurate foam insulation. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Perlite insulation board. PA 110 Fiberboard insulation. PA 110 High density wood fiberboard insulation. PA 114 PA 114 PA 114 6 Insulation fastener for steel and plywood decks. Insulation fastener for steel, wood and concrete decks. Fastener for use in gypsum, tectum and lightweight insulating concrete decks. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Raul Rodriguez Product Hy Therm AP Pyrox White Line ACFoam Composite various PA 110 ACFoam I ACFoam II Hy -Tec Product Control No.: 95- 0330.06 TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Dimensions Specification Description Manufacturer various PA 110 Polyisocyanurate foam Apache Products Co. insulation various PA 110 Polyisocyanurate foam Apache Products Co. insulation various PA 110 Polyisocyanurate foam Apache Products Co. insulation various PA 110 various PA 110 various PA 110 Hy -Tec 2 various PA 110 Hy -Therm AP various PA 110 Hy -Therm White various PA 110 Line Hy -Therm Pyrox various PA 110 Energy LOk various PA 110 Thermax - TRI -STAR various PA 110 7 Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Raul Rodriguez Atlas Energy Products Atlas Energy Products Atlas Energy Products Celotex Corp. Celotex Corp. Celotex Corp. Celotex Corp. Celotex Corp. Celotex Corp. Celotex Corp. Product Dekfast Fasteners #14 Dekfast Hex Plate Dekfast Lock Plate 3" x 3 1/4" PA 114 Dekfast Fasteners #15 Dekfast Fasteners #12 TPR 2 7/8" x 3 1/4" ISO 95+ GW various ISO 95+ GL various ISO 95+ Composite ISO 95+ Asphalt High Density Wood various Fiberboard Test Dimensions Specification PA 114 PA 114 PA 114 PA 114 PA 114 PA 110 PA 110 PA 110 PA 110 PA 110 Perlite Insulation various PA 110 8 Product Description Insulation fastener for steel and concrete decks Galvalume hex stress plate. Polypropylene locking plate. Insulation fasteners for concrete decks Insulation fastener for steel and wood decks. Aluminum fastener for lightweight, gypsum and tectum decks Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation ASTM D 312 Type III or IV hot asphalt generic bitumen adhesive Wood fiber insulation board Perlite insulation board Raul Rodrigue _ J Product Control No.: 95- 0330.06 Manufacturer Construction Fasteners, Inc. Construction Fasteners, Inc. Construction Fasteners, Inc. Construction Fasteners, Inc. Construction Fasteners, Inc. Creative Construction Components Firestone Firestone Polyisocyanurate / perlite Firestone ridged insulation Firestone generic generic Product Red Rosin Roofing Nails Tin Caps Type X Gypsum Sturdi -Top al MB aluminum roof coating Grundy Industrial Emulsion #14 Roofgrip Gripdek Fastener Premium Metal Plate Standard Plastic Plate Karnak No. 169 Karnak 97 Test Dimensions Specification various Minimum # PA 114 12 Min. 32 ga. x 1 various various PA 110 PA 121 PA 121 3" square 3" round PA 114 Barrier Board Plus various PA 110 PA 114 Insulation fastener steel, ITW Buildex wood or concrete decks PA 114 PA 114 3" square galvalume AZ55 ITW Buildex stress plate Polyolefin plastic plate ITW Buildex ASTM D 2824 Aluminum roof coating Karnak Corp. PA 121 Roof coating Karnak Polyisocyanurate foam / NRG Barriers, Inc. wood fiber insulation 9 Product Description Rosin paper for barrier layer on wood decks Corrosion resistant annular generic ring shank nails Corrosion resistant circular generic discs. Fire resistant rated gypsum generic Wood fiberboard Aluminum roof coating Grundy Industries Asphalt emulsion Insulation fastener Raul Rodriguez Product Control No.: 95- 0330.06 Manufacturer generic Georgia - Pacific Grundy Industries ITW Buildex Product Con -Tite (Fluted Nail) Olympic C -R Base Sheet Fastener and Plate Fiberglas Test Dimensions Specification E'NRG'Y PSI -25 various PA 110 E'NRG'Y -1 various PA 110 E'NRG'Y -2 Plus various PA 110 E'NRG'Y- I Plus various PA 110 E'NRG'Y -2 various PA 110 PA 114 Olympic Standard 3" round PA 114 PA 114 various PA 110 10 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Concrete deck insulation fastener 3" round galvalume AZ55 steel plate Polypropylene plastic plate Insulation fastener Base sheet fastener and plate. Fiber glass roof insulation Raul Rodriguez Product Control No.: 95 0330.06 Manufacturer NRG Barriers, Inc. NRG Barriers, Inc. NRG Barriers, Inc. NRG Barriers, Inc. NRG Barriers, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic G2 Plate 3.5" round PA 114 3.5" round galvalume AZ55 Olympic steel plate. Manufacturing Group, Inc. Olympic 3.25" round PA 114 Olympic Polypropylene Manufacturing Group, Inc. Olympic Fastener PA 114 Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Owens - Corning Fiberglas Corp. Product Foamglas Board various PA 110 Multi -Max Thermaroof Composite Fes -Core various Fesco Foam various UltraGard Gold various HD Insul -Fixx Fastener Insul - Fixx Fastener Insul -Fixx S Insul -Fixx P Rawl Drive Rawl Fasteners #12 Rawl Fasteners #14 Test Dimensions Specification various PA 110 various PA 110 PA 110 PA 110 PA 110 PA 114 PA 114 3" square PA 114 3" round PA 114 PA 114 PA 114 PA 114 11 Product Description Expanded glass insulation board. Polyisocyanurate foam insulation Polyisocyanurate foam / perlite composite insulation Polyisocyanurate foam / fescoboard insulation Polyisocyanurate foam / fescoboard insulation Polyisocyanurate foam insulation Insulation fastener for use in steel and concrete decks Insulation fastener for steel SFS /Stadler and wood decks 3" square galvalume AZ55 stress plate 3" round plastic stress plate Insulation fastener and steel and plastic stress plate for concrete deck Insulation fastener for steel and wood decks Insulation fastener for use in steel, wood or concrete Raul Rodriguez Product Control No.: 95 0330.06 Manufacturer Pittsburgh Corning Rmax, Inc. Rmax, Inc. Schuller International Inc. Schuller International Inc. Schuller International Inc. SFS /Stadler SFS /Stadler SFS /Stadler The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. Product Rawl 3" Plate Rawl Spike Rawlite Rawlite 3" Plate Dimensions 3" round Test Specification PA 114 PA 114 PA 114 3" round PA 114 12 Product Description 3" round galvalume AZ55 steel plate Insulation fastener and steel and plastic stress plate for concrete deck Insulation fastener for cementitious and gypsum decks 3" round galvalume AZ55 steel plate for use with Rawlite fasteners Raul Rodriguez Product Control No.: 95 0330.06 Manufacturer The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. { Test Agency Construction Research Laboratory, Inc. Factory Mutual Research Corporation South Florida Test Service Underwriters Laboratories, Inc. Dynatech Engineering, Inc. Test Identifier #4818 J.I. OT4A1.AM J.I. 1V7AO.AM J.I. 1V8A4.AM J.I. 1R1A6.AM J.I. 0T2Q4.AM J.I. 0Q6A.6.AM J.I. 2M0A4.AM J.I. 3X3A2.AM J.I. 0Y9Q5.AM J.I. 3X3A2.AM GAF -53 -X -915 R1306. 3600.02.95 Test Reports 13 Test Name /Report Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Physical Properties Fire Classification Wind Uplift, Small Scale Raul Rodriguez Product Control No.: 95- 0330.06 D 07/10/87 08/26/92 07/16/92 06/28/93 11/15/91 10/17/91 07/16/91 03/21/87 08/02/94 07/29/94 08/02/94 03/08/91 08/01/94 02/02/95 Membrane Type: SBS Deck Type 1: Wood, Non- insulated Deck Description: 19 / 32 " or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: Product Control No.: 95 0330.06 One ply of GAFGLAS® Ply 4, GAFGLAS® PIy 6 ®, GAFGLAS® #75 or GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks mechanically fastened as described below: Fastening: Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c.. Note: Ply 4 and PIy 6® applications require sheathing paper over the wood deck before application of base sheet. PIy Sheet: (Optional) One, two or three plies of GAFGLAS® Ply 4, GAFGLAS® Ply 6® or a single ply of Ruberoid® 20 in type III or IV asphalt at an application rate of 25 lb./sq. ± 15 %. Membrane: S ur rue ing: Maximum Design Pressure: -60 psf. One ply of Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule or Ruberoid® Mop FR in type III or IV asphalt at an application rate of 25 lb. /sq. ± 15 %. (Optional) Install one oC the following: 1. GAFGLAS® Mineral Surface Cap Sheet in type III or IV asphalt at an application rate of 25 lb./sq. ± 15 %. Maximum Fire Classification: Class 'A'; see General Limitation #2. Maximum Slope: 3:12; see General Limitation #3. Specification No.: N- 1 -1 -MG, N -1 -1 -MGFR, N -1 -1 -MGFR, N -1 -2- 20/30, N- 1- 2- 20/30FR, N- 1 -1 -MGP 41 Raul Rodriguez ///1(,--2 Wood Deck System Limitations: 1. A red rosin sheet shall be installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to wood plank deck. A red rosin sheet may also be installed on plywood decks as an option. A red rosin sheet is required on all applications where Ply 4® or Ply 6® is used as an anchor sheet. 2. Pre - assembled 'Cap Nail' shall not be used for base sheet attachment. 3. Fasten anchor sheet 9" at the lap and 18" in two staggered rows centered on the sheet. Approved to -45 psf. Product Control No.: 95- 0330.06 4. See PA 117 for extrapolation of data for higher design pressures. 42 Raul Rodriguez General Limitations: Product Control No.: 95- 0330.06 1. All asphalt shall comply with ASTM D 312 type III or type IV requirements. All proposed asphalt producers must be approved by the applicant. 2. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed by an approved listing laboratory agency. Fire ratings shall be in compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3. Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4. An overlay /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 may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip or spot 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 maximum design pressure restrictions on spot attached systems. 5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 6. All work shall be performed by a Contractor licensed to do roofing work in Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer. 7. In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. 8. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 9. If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117 of the South Florida Building Code. 11. All attachment and sizing of perimeter nailers and metal profile designs shall conform with Dade County Protocol PA 111 of the South Florida Buil, • g Cede. 168 Raul Rodriguez • Product Control No.: 95 0330.06 12. Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. 13. Roll good materials shall be stored in strict compliance with GAF Materials Corporation requirements. 14. Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 15. Asphalt moppings shall be with applied with asphalt approved by the applicant and shall be approved in compliance with equiviscous temperature (EVT) methods of asphalt application. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 16. 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 at an application rate of 25 lbs /sq. f 15 %, or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and /or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive. 17. Pre - assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. 18. The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 19. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 20. Fastener spacing for base sheet attachment is based on a minimum withdrawal resistance value of 250 Ibf as tested in compliance with Dade County Protocol PA 105. If the fastener values as tested are below 250 lbf a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Dade County Protocol PA 105. Calculations shall be based on a rupture value (the fastener stress plate pulling over the base ply) of n9; mow than 901,bf.. -, rl r%' -' ) Raul Rodriguez 169 JI 21. Product Control No.: 95 0330.06 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 300 lbf. as tested in compliance with PA 105. If F' as field tested, is below 300 lbf. insulation attachment shall not be acceptable. 22. GAF does not allow application of roof coatigs, other than a pour coat of asphalt and gravel, over its granule surfaced Ruberoid® products. 23. In addition to the requirements of this Product Control Approval and the South Florida Building Code, applicator shall follow the manufacturer's specifications. 170 Raul Rodriguez